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CODE PLAN SHEET NOTES CODE PLAN GRAPHICS LEGEND
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— _- � CH.7 CODE CONSTRUCTION
—_ - - 1 SEE SHEET T2 6 FOR BUILDING CODE RE�A10 01(�FOR WALL
SUMMARY
_ � — � TYPES
� l � 2 SEE SHEET A8 01 FOR FIRE RATING AT
f_ — ALL DOORS 1 HR.RA7ED ASSEM�LY ° �'
� s:�,,
-�.� �1NE —� � 3 FIRE RATED DOOR W STAIRS AND EXIT A��
. PRppER PASSAGEWAYS SHALL BE PORTECTED BY � 2 HR.F�TED ASSEM�LY �''� �
" - 2 HR RATED HORIZONTAL 1Q DOORS WITH TEMPERATURE RISE CORES
��
- � MEMBRANE OR METAL DUCT PER IBC 715 4 3
� _ f � �RCH11EC1UR
`_ - ENCLOSURE (SEE CODE — a HR.RAT�R ASSEMBLY
- - T2 s COMPLIANT ASSEMBLIES
� _ _ I 1805 29th Street
- - BOOKLET FOR RATED � _ � - 4 HR.RATED ASSEMBLY Suite 2054
CONSTRUCTION) _ _ � �
Boulder, Colorado 80301
w _ l � � - SMOKE PARTITION phone 303.449.8900
I o �_ _ -
I ° � - r ELECTRICAL � � (NON- TEa�
' — I NC?N-E�ATED ASS�MBLY
� — ROOM Q I
I SE►NE��NE_ � 108 � ,�.._._._
� � � EXIT LOA�AT DOQR
I 0 30� UT�L�EA i INCIDENTAL USE � �2
I �._- -�
� _ -� � � 0 1� 5 SF / 300 GROSS � AREA PER 302.1.1 ��� EXIT pATH NAME
INCIDENTAL USE - - 0 65 OCC � � ..._. _�_.
I � �' ___._ ____________.____T_�__._ .w__�._T_-__.__�-_____ _ __ ___._-____ ___ ____ m_____ � -
AREA P E R 302.1.1 r � �..._�..___._...___._.___.�._._________�_______._..___�.__ _____.__�.____._..__�__,_�.._. _ I
I !... - �`''�""`�� -----------__._._�- ----_._________�--- ___--- _ I � DIREC�IOf�a�TI�AVEL
30'- " _ ��..�,_-----_ .
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MECHANICAL �
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STORAGE �
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� x 3 745 SF / 300 GROSS B�SED ON FI E
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� GROSS - 1.65 OCC 2 10' AND < 30' 1 HR RATED
❑ o o � i
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� II 12 UNCOVERED PARKING SPACES U PROTEC ED OPENINGS
( � 28 COVERED PARKING SPACES WITHIN STRUCTURE B SED ON IRE SEPARATI N ,
�� 40 TOTAL PARKING SPACES PROVIDED I - L�ISTANC > 10' TO 15' = 5%
z � W ii 1 VAN HC SPACE REQUIRED OF 2 TOTAL HC SPACES � �
- I �; I
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/ � 10'-0" .. ;
ADA ACCESSIBLE " - '
� � SHA�FT WALL LID 64 MINIMUM EGRESS '�� ;'� ;;`� u,�- � SHAFT WALL LID 64
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PROPERTY LINE -� � i f � I--��-�_� _-
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FIRE RESISTANCE DESIGNATIONS CODE PLAN SHEET NOTES CODE PLAN GRAPHICS LEGEND
FW FIRE WALL (IBC SECTION 705) CH.7,CSaDE CONSTRUCTION
1. SEE SHEET T2 6 FOR BUILDING CODE D�SIGNATfON
FB FIRE BARRIER (IBC SECTION 706) RE A10 01 FOR WALL ���
SUMMARY
— � —
—� SE SHAFT ENCLOSURE (IBC SECTION 707) �/ TYPES
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r � 1 HR.RATED ASSEMBLY � . � .
_ _ � � SB SMOKE BARRIER (IBC SECTION 709) 3 FIRE RATED DOOR IN STAIRS AND EXIT `"�
- SP SMOKE PARTITION (IBC SECTION 710) PASSAGEWAYS SHALL BE PORTECTED BY 2 HR.RATEC7 ASSEMBLY �
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CODE PLAN SHEET NOTES CODE PLAN GRAPHICS LEGEND
FIRE RESISTANCE DESIGNATIONS
FW FIRE WALL (IBC SECTION 705) CH.7 CODE CQNSTRUCTION
1 SEE SHEET T2 6 FOR BUILDING CODE � DESIGNATIUN ,
FB FIRE BARRIER (IBC SECTION 706) SUMMARY. / RE A10 01 FOR WALL �
SE SHAFT ENCLOSURE (IBC SECTION 707) gW TYPES
2 SEE SHEET A8 01 FOR FIRE RATING AT
FP FIRE PARTITION (IBC SECTION 708) ALL DOORS. �--- 1 HR RATED ASSEMBLY
SB SMOKE BARRIER (IBC SECTION 709) 3 FIRE RATED DOOR IN STAIRS AND EXIT � �
PASSAGEWAYS SHALL BE PORTECTED BY 2 HR.RATED ASSEMBLY ��
� SP SMOKE PARTITION (IBC SECTION 710) DOORS WITH TEMPERATURE RISE CORES �
PERIBC71543 n � �������� ��
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(NON-RATED)
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' 23.5 x 0.15 = 5" 23.5 x 0.2 = 7" ELEVAT R IS ACCESSIBLE MEANS (T�YP 3BD UNIT) _ ____ _______l�r___� ,Jl, `' i� �
MINIMUM EGRESS MINIMUM EGRESS OF EGR SS PER 1007.4 ' ;� � — � T�T��M��� '� I I m
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PRESS RIZED � pN ! 23.5 x 0.15 = 5" APPROVED: WRH
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ELEVAT R SHAFT IS NOT - -- �---� --�---�--~------~-- -- REVISIONS
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CODE PLAN SHEET NOTES CODE PLAN GRAPHICS LEGEND
FIRE RESISTANCE DESIGNATIONS
� FW FIRE WALL IBC SECTION 705 CH.7 C(3D�CONSTRUCTICSN i
� ) � DESIGNATIOIV
1 SEE SHEET T2 6 FOR BUILDING CODE
FB FIRE BARRIER (IBC SECTION 706) SUMMARY RE A10 01 FOR WALL _
� TYPES
SE SHAFT ENCLOSURE (IBC SECTION 707) 2 SEE SHEET A8.01 FOR FIRE RATING AT
FP FIRE PARTITION (IBC SECTION 708) ALL DOORS � 1 HR.RATED ASSEMBL'�'
SB SMOKE BARRIER (IBC SECTION 709) 3 FIRE RATED DOOR IN STAIRS AND EXIT
PASSAGEWAYS SHALL BE PORTECTED BY 2 HR.RATEb ASSEMBLY �
= SP SMOKE PARTITION (IBC SECTION 710) DOORS WITH TEMPERATURE RISE CORES
PERIBC71543 �� �����{��� ��
�
3 HR.RATED A5SEMBLY G
1805 29th Street �
� 4 HR.RA7ED ASSEIVIBLY Suite 2054
Boulder, Colorado 80301
� (ONKRA ED)tT'�� phone 303.449.8900
� NON-RAT�D ASSEMBI.Y
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MINIMUM EGRESS MINIMUM EGRESS OF EGR SS PER 1007.4 � 7 _ _ ,� 1 i�_���_�-��-�- ������ � � , �� II ��� � � ��JQ
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WITH F LLY SPRINKLERED `�� � �`� -��-------r �� -
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ELEVAT R SHAFT IS NOT m � �� �� �� ���-�-����Y���-������� �' DATE: 10/30/09
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r- CH.7 CQDE CONSTRUCTION
EMPLOYEE HOUSING ;' DESIGNATION APPLICABLE BUILDING CODES: `��
� TYPES 01 FOR WALL 2003 INTERNATIONAL BUILDING CODE (IBC)
3 BR Ut�IITS 4BR UNITS UNIT T�TALS BED TOTALS �W 2003 INTERNATIONAL MECHANICAL CODE (IMC)
� �-°°- 1 HR RATEDASSEMBLY 2003 INTERNATIONAL FUEL AND GAS CODE (IFGC)
'� ! 2003 INTERNATIONAL PLUMBING CODE (IPC)
L�EVEL 5 I 7 8 3 I
� • � 2HR RATEDASSEMBLY 2003 INTERNATIONAL FIRE CODE (IFC) O
' 4�YEL �4 I 7 8 3 I � 2003 NTEIRNATI NALTENERGYOCON(ERVATION CODE (IECC) A� C H I j E C 1 U R�
I��VEL 3 I 7 8 � � ��� 3 HR.RATED ASSEMBLY 1805 29th Street
1998 ICC/ANSI A117.1
4 HR.RATED ASSEMBLY ZONING: LMU-1 (LIONSHEAD MIXED USE) Suite 2054
4EYEL 2 I 7 8 3 I ��� OCCUPANCIES: R-2 (RESIDENTIAL) Boulder, Colorado 80301
LEYEL � 0 U 0 4 f---- SMOKE PARTITION S-2 (PARKING) phone 303.449.8900
�' (NON-RATED} PROPOSED CONSTRUCTION TYPES:
TC�TAL 4 28 32 I 24 PARKING GARAGE : TYPE 1 B
/- NON-RATEDASSEMBLY RESIDENTIAL : TYPE VA
PARKING RATIC�: I .25 Per Unit � ---�--_-_=�---� FULLY SPRINKLERED - NFPA 13
--�-�-•�-• EXIT LOAD AT DOOR
RE+(�. PARKING AQ �� _ ALLOWABLE AREA/ FLOOR ( TABLE 503 -AND 506.1)
�""`'�� �' ��" �' NFPA 13; 506.3 SPRINKLER INCREASE x 200% )
�'�� �XIT PATH NAME
----- ---� TYPE VA CONSTRUCTION :
� R-2 : Aa = 12,000 + (12,000 x200 /100) = 36,000 SF IS
�'--° DIRECTION OF TRAVEL ALLOWABLE AREA PER FLOOR.
(ACTUAL/PROPOSED AREA = 11,377 SF).
TOTAL ALLOWABLE AREA PER 506.4 EXCEPTION 2 :
36,000 x 4 = 144,000 SF ;
(ACTUAL/PROPOSED AREA 45,113 SF).
TYPE 1 B CONSTRUCTION :
S-2 : Aa = 79,000 + ( 79,000 X200/100) = 237,000 SF
ALLOWABLE AREA PER FLOOR
Q (ACTUAL/PROPOSED AREA =13,183 SF).
ACTUAL/PROPOSED SQUARE FOOTAGE:
LEVEL 1/PARKING (S-2) 13,183 SF
LEVEL 2 (R-2) 11,337 SF
LEVEL 3 (R-2) 11,340 SF
LEVEL 4 (R-2) 11,246 SF
LEVEL 5 R-2 11,190 SF
R-2 SUBTOTAL : 45.113 SF
1 HR EXTERIOR BEARING BUILDING TOTAL AREA : 58,296 SF
WALL LEVEL S 2- 5 UL U356
ALLOWABLE BUILDING HEIGHT: (TABLE 503) : 3 STORIES, 50' n/
— WITH INCREASE TO 4 STORIES, 70' (504.2) BUT SHALL NOT LL. O
EXCEED 4 STORIES, 60' FOR GROUP 'R' BUILIDNGS. �
° 1 HR PROPOSED TOTAL 5 STORIES INCLUDES PARKING GARAGE. � �
CORRIDOR
WALLS SPECIAL PROVISIONS 508.4 : = s- �
ALLOWS STORIES TO BE COUNTED FROM THE LEVEL ABOVE Q
1 HR ROOF/CEILING -�- ;- ,__ _r-.-,,_,�`_ _ ,_ _ _
THE PARKING GARAGE WHEN PARKING GARAGE IS TYPE 1 B U '-'
' -Tt_' 'C'_ 1_ T JL.-_-L__��"__ 1 _ '__.i _ 11_ -T-- _�!' '_ ''J ' _J_ ,�1,_,
ASSEMBLY UL P533 =� - CONSTRUCTION 2 HR STRUCTURE. �
:�._,. � - 1 ACTUAL HEIGHT : 4 STORIES (AS MEASURED FROM FLOOR �
� __� ABOVE PARKING PER 508.4 / 60
,,�-,'�•-�'' �,� - = ' - - -- ----"V-= ,- AVERAGE HEIGHT OF � �
,.-'` ``� - - - - - - �- - - - � -� - •-= - - - -_- _ ROOF SURFACE TABLE 302.3.2 REQUIRES 2-HOUR HORIZONTAL OCCUPANCY � =
.,� , ° - -a- - ii- - - �--- `- �-T-���_-�__
,��.�''`� _ ��"`�.. - - - � ', - -_ - =-�-� - ��',��-��'~� 60'-0" ABOVE GRADE SEPARATION BETWEEN THE 1 STORY S-2 PARKING GARAGE '—
�'�__ AND 4-STORY R-2 RESIDENTIAL OCCUPANCY ABOVE. � C�
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--------- - - �-_- -- - - �`.,,��--�.,,..: ,�.,_ -- ' - _ -� -�-- - - - - - - � -��-- �- -�- -�-=�-� CONSTRUCTION TYPE IB VA �
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, _ __ _ ,-�-�- - �- -� - �.- TOP PLAT_ E� EXTERIOR BEARING WALLS 2 HR 1 HR
. + - - -� � - ¶�`_���--' �--��` 149' - 1 7/8" INTERIOR BEARING WALLS 2 HR 1 HR - �F COLO
�' - ` "�° � � ' � � ' M � � EXTERIOR NON-BEAR'G WALLS SEE TABLE 602 ' ,��Cs '�
1 HR EXTERIOR - � `� �°-`- UNIT 4A ' �� , " �� � UNIT 4A ' � � � � � � � - INTERIOR NON-BEAR'G WALLS 0 HR 0 HR �Y'
� BEARING WALL � . . - � _ � = 506 � � � ' � � � 504 � • , , , \� , , �
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LEVELS 2 - 5 - UL U356 , . ,,•,�_• • , - � I �� ROOF CONSTRUCTION 1 HR 1 HR LLANES F..
LEVEL 5 - FLOOR s � 672 U
y ' ' � ' � '��; ' . � 140' - 7 7/8" INCIDENTAL USE AREAS PER 302.1.1 SPRINKLERED AND
Q - - - - ' ' � - ;
�
� j 1 HR FLOOR/CEILING — UNIT 4A � .' i `� � �I i y �;� r .' , � � ' ?• ' � � - CAPABLE OF RESISTING THE PASSAGE OF SMOKE : ���G
w ASSEMBLY LEVELS 3 - 5 � UNIT 4A i� �; "r"` , ,` , , ' 1. FURNACE ROOM (MECHANICAL ROOM) OVER 400,000 BTU �
i . '� ..���
� .-� 3 , R_2 _ � R_2 . € ;, , �� . , � � ._- _ , , �v� A
ESR - 1336 406 �� 404 �� ''� • , ,� _ • ` 2. BOILER OVER 15 PSI AND 10 HP �'ya y ''
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'� " 3. RESIDENTIAL STORAGE ROOM OVER 100 SQ/FT.
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Z 1 HR STRUCTURE A I i � I � ` ' ' • � I ' ► ;� ' - ° ' ,' '`' ' , , � • , .
� � �. , � , � _ LEVEL 4 - FLOOR
?' � � �;-;; . � 0 131' - 1 1/4" PER 704.5 EXTERIOR WALLS WITH FIRE SEPARATION
� LEVELS 2 - 5 UL Y710 I � i - _ � ' .� ` - � , � , � � -
_ ' ; � � _ ; �-- �� -- �� � • � � ; , , - • o DISTANCE >5' NEED ONLY BE RATED FOR FIRE EXPOSURE
� 2 HR FLOOR/CEILING i ' UNIT4A- �� _ ' ` a i= � � " . "_ � , � ' °• �- : `° FROM INSIDE.
' R-2 i R-� ` � UNIT 4A �; i � s � . . n ` � _ °„ PROJ. N0. 17030.00
~ ASSEMBLY AT LEVEL � � � f , _
Z 2 - UL D902 I � � � ' � 306 � � _ � � 304 ;I i ; ; ' • A �, ' . , _ , ,' - '- • . -_ ALLOWABLE AREA OF OPENINGS (BASED ON FIRE
� ' � DRAWN: BL
U � � � ' $ ull� � • ,; ' ' � � ' ' ' � ' `r�� - - ' - • LEVEL 3 - FLOOR SEPARATION DISTANCE; (TABLE 704.8) .
� � —� °�. . � . J_ 5 . — —
� � �_ - � _ .' ,<� � , ,' ' ' ` . � ;,;- � _ - '_ . ". 121' - 6 5/8" DISTANCE 0�3� 15°0% (UNPROTECTED OPENINGS)
, � , =� . , < _ -_ 3-5 25/o CHECKED: HK
2 HR STRUCTURE AT � j I I , - = � _ ■ ` , - - o
LEVEL 1 UL Y710 � i � I i UNIT 4A- ;� � _ = �- _ � _ �, �� 4BR UNIT � � , / „�• . • ��� - �- � , � , o
R 2 R 2 ' 5-10 45/o APPROVED: WRH
k, � - 15-20 75/o
206 . ' � _ � �
� . ,��� 204 >20' NO LIMIT DATE: 10/30/09
i � / E .( ,,
,., ---- --- ---- r �. I '' F ------- — �'- - - � =� - O R REVISIONS
LEVEL 2 FL O
-�-- ---- - - r-� - ___ _ ,_,__ � 1 __ ._._, ___. ___. �� - - � _ �� ACCESSIBILITY REQUIREMENTS FOR R-2 OCCUPANCY : PERMIT SET RE-SUBMITTAL
Z ---- ---- i � �i � 1 i , � __i � � � __'i`
! -1 � � ---� '� 1 i ' � I '-- �- --' �-- � �; �� 112 �
� ' � � � � � � � r � � � � ' - 0 ADDENDUM #1 03/04/10
, _ i� , r � ,_� -r ,- - _�- , , ,- 1 , _,--, , F � ALL FACILITIES, SPACES ELEMENTS ARE ACCESSIBLE TO �
i I U-op-_ I I I ��I I I - � �i --i _i�— I � i i_!-� � L__��=L ' �--�-�-_:�,-�-�� � ���;�-��;�=-�-�-���.�;;� i,-:-,- ���---'_;
PRO�.J ECT E'°�sT I
LIONSHEA�
GEN ERAL N OTES SITE
wEST - ��� �-
1. Any shallow utility conduit not supplied by the respective utility company shall be Schedule 40 LIONSHEA� 1-70 EXIT y76
(utility, electrical, & telecommunications rated) unless noted otherwise. CIRCLE
2. Replacement/repair of existing hardscape or landscape features disturbed during the relocation SOUTH
of utilities shall be coordinated with the owner. FRONTAQE �flCNITECtUflE
3 Any slab top vaults installed under future snowmelt areas shall have a minimum of 1' from top ROA� ' �
w of vault to rim elevation to accommodate the snowmelt system. � � �� ° �
. . �� � � q ° � 1805 29th Street
4. All 90' vertical bends in shallow utility conduits shall have a 3 minimum radius and all 90' J P' � �
, � �y
horizontal bends shall have an 5 minimum radius, unless specified otherwise. � � � Suite 2054
g � ��ll
5. Refer to the Soils Reports prepared by GROUND Enginnering., �l� � O 0 S H E E T I N D E X Boulder Colorado 80301
dated 4-23-2008; 12-11-2008 �
and emails dated 6/3 & 6/8/2009 for compaction requirements and recommendations. All �'---�_ � CIVIL COVER SHEET SHEET C1.00 phone 303 449.8900
trenches shall be backfilled and compacted to 95% Standard Proctor or 90� Modified Proctor with � O ��'��� �
moisture content within 2� of optimum. Backfill material shall be free of topsoil, organic matenal, u �� �� � � TOWN OF VAIL CONSTRUCTION NOTES SHEET C1.006
frozen material and all non-structural material. If trench backfill and compaction requirements for
different entities or agencies conflict, the more restrictive requirements shall be used. d D ���0 � � EXISTING CONDITIONS PLAN SHEET C1.01
6. When multi le conduits are laced in the same trench, Contractor to rovide minimum 12" � � `�� \\ � � � � � � DEMOLITION PLAN SHEET C1.02
P P P �
separation between CATV/Telephone/gas lines or conduits and Electric conduits. /�� `` O � \ ��p���\\ O ��
�-� � � � ` � GRADING & DRAINAGE PLAN SHEET C1.03 ALPI N E
7 Select fill denotes native material with no rocks larger than 2" in diameter and approved by � �_� � d � � STORM SEWER PLAN & PROFILES SHEET C1.04
the Engineer. If no select fill exists on site, Contractor to use 3/4" road base. ,- �� � Q � � Q �� ,./� � __ _
�,
� L/ \
8 Provide 2' of select backfill above conduits and lay warning tape as required by the Utility Q / fl �� � \ / UTIUTY PLAN S H E E T C 1.0 5 - - _
C o m p a n i e s a n d t h e T o w n o f V a i l � o C l � � � � � � Q � \ � � S U B D R A I N P L A N & D E T A I L S S H E E T C 1.0 6 -
�-- � O � � � � 0 \�� / ENGINEERING INC
9 Compaction and materials testing wdl be required. � o � �n 0 � Q � � ❑ ❑ �L, � �n � �-- / RETAINING WALL PROFlLES SHEET C1.07 EDWARDS BUSINESS CENTER
a U � � Q � � �1� U � 34510 US HWY 6 P 0 BOX 97
10. It is the Contractor's responsibility to coordinate construction with all shallow utility companies O � O 0 ��a p�O � � � Q HARDSCAPE DETAILS SHEET C1.08 EDWARDS, COLORADO sis32
and to have all work done by the Contractor approved and accepted by each respective shallow 0 � � 970 926-3373 FAX 926-3390
utility company
� � ❑ �� �� � �� � � � � STORM & HARDSCAPE DETAILS SHEET C1.09
11. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility � �� � � ��� � � Op.� UTILITY DETAILS SHEET C1.10
lines are to be installed by the respective utility companies. EAQLE
UTIUTY & SIGNAGE DETAILS SHEET C1.11
12. The Contractor shall install conduits for the electric, phone and cable TV lines as shown on the B
plans. Trenching and installation of the gas lines shall be coordinated with and completed by Xcel = ' Q ppLq ROA� SIGNAGE & STRIPING PLAN SHEET C1.12 ��:�-��
Energy. VI C I N I TY M A P � �,�,��� ��-�����
CHAIR 8 � �����
���° � �" ��
13. All work shall comply to the individual Shallow Utility Companies rules and regulations � '`.��� ���"
� ��� �
14. The Contractor shall repair and/or replace any existing underdrains, culverts or existmg utilities REVIEWED BY � p� �' ��
disturbed by construction, and that are intended to remain, to the satisfaction of the Engineer and
tll2 respective Utlllty company of the damaged Utlllty H OLY CROSS EN ERGY CON STRU CTI ON SPECI FI CATI ON S THESE PLAr✓S HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL
STANDARDS ONL Y THE REVIEW DOES NOT IMPL Y RESPONSIBILITY BY rHE REVIEWING DEPARTMENT, rHE LOCAL ,� �± �
15. Th@ Contractor Shall install pull strings In aII COt1CIUItS. 1. TRENCH AND CONDUIT (CONTINUED� QWEST COM M U N I CATI ON S STR U CTU R AL SP ECI FI CATI ON S ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN -�"�t�'�`-p�°�'�''
"�;- �,,� ��t� , .
EAGLE RIVER WATER ANd SANITA?ION DISI'RICT XCEL ENERGY ��:,,�`� ��d
16. The Contractor is warned that conflicts with existing utilities may exist, including shallow 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from .� ` -�`-.-_.._ r� �� C'r�' BY DATE
utilities, culverts, subdrains, roof drains, irrigation lines, water and sewer lines, street light electric the deeper utility greater than the vertical separation between the two utilities When crossing a 8Y: `"�-•� �. DATE
g• g y � PP P P y • g P P P 2 SPLICE VAULTfMAINTENANCE HOLES �
service lines, etc Prior to be innin an construction the Contractor shall contact all a ro riate dee er utilit is unavoidable, the crossin will be made as close to er endicular as ossible. f-�,�Y v� � ��,� , �
A All splice vaults and maintaming holes are to be equipped with ladders and cable racking materials, as �
utility companies for line locations. He shall then locate all utilities (including depth). Any conflicts �Y 1�'�`�-�a-r�,� -Zd'�Q ���r��*; �
with the ro osed construction shall be brou ht to the attention of the En ineer so that minor 4. If cable television or tele hone facilities are laced in the may be appropriate for specif�ed s�ze and �ntended usage �- --
p p 9 g� p p power trench, a minimum of 12" � "'%��"`'` G /� G
line or grade changes can be made to eliminate any conflicts with these existing utilities. All horizontal separation must be maintained between the power facilities and the other utdities In � H��';_..,.�����, �.. �.���-j .,�... _4„�l
existin utilities shall be rotected from dama e b the Contractor at no ex ense to the Owner. no case will facilities of another utilit installed in the trench be laced at a reater de th than �NOTI E� °: �� � �
9 P 9 Y P C � �
Y P 9 P /� �
the power facilitie5. 1. Any items that deviate from these specifications must be cleared with the Qwest Communications r � O
17. Contractor shall obtain at his expen5e all permits and inspections which are necessary to Eng�neer pnor to the change be�ng made m the field by the Premises Owner/Developer '` - ..�,.. � ���`�"� �
perform the proposed work. 5. Back fill and compaction shall be performed as required by the governmental entity or other �
`' agency having jurisdiction. 2 Construction work on telephone supporting structure must be completed and ins�ected 30-days r� ior to �
18. All construction shall conform to municipal or district standards and specifications and be the date thot permanent telephone service will be required Should Premises Owner/Developer fail to meet NOTE: THE SIGNATURES SHOWN HERE WERE OBTAINED VIA SCAN OR FAX AND TRANSPOSED ON TO �
sub ject to construction observation by their representatives. Copies of municipal and district 6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed this t�me frame, Qwest Communications shall not be ob�igated to meet the tentat�ve in-service date and THIS SHEET WITH THE ACKNOWLEDGEMENT OF THE UTILITY COMPANIES. _
" standards must be obtained by the Contractor. through each conduit and tied off in the vault at each end. No unnecessary bends will be allowed shall be allowed the full 30-day period within which to schedule and complete all of its wor4c that may be O
in conduit runs. Any bend allowed wil) not be closer than 5 feet to a vault. Changes in associated with this pro�ect, commencing at the point in time that the Premises Owner/Developer has met � �
19. Contractor shall not scale drawings for construction purposes. Any missing dimensions or construction from that shown on the project plans will not be made without prior written approval the requisite structural inspection P R 0 J E C T C 0 N TA C TS O
discrepancies in plans, field staking, or physical features shall be brought to the attention of the from Holy Cross Energy. A wire brush will be pulled through each conduit, after installation is 3 F�R INITIAL/FINAL INSPEC110N CALL SAM TOOLEY AT LEAST 48-HOURS IN ADVANCE � r ,
Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at his complete, to remove rocks and other foreign items v
own risk. LOREN VAWSER (970) 262-4034
7. Conduit shall be covered with at least 4" of rock-free soil or sand prior to back fill. Large XCEL ENERGY (GAS) � •.
20. Observations of the work in progress and on site visits are not to be construed as a rocks shall not be pushed in directly on top of this 4" cover. Care must be taken to avoid (970) 619-0752 OFF1C �
9 Y Y 9 � P 9 9 P S E WE R N 0 TE S COMCAST CATV TONY HILDRETH � �
uarantee or warrant b the En ineer of the Contractor s contractual res onsibilities. darna e to conduits or cables durin back fill and com action. � � (970) 262-2616 MOBIL
EAGLE RIVER WATER AND SANITATION DISTRICT FRED HASLEE (970) 477-5449 \
21. The Contractor will provide construction staking at their expense. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again � �
after covering, but prior to back fill. 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's HOLY CROSS ENERGY ELECTRIC JEFF VROOM
22. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, standards and specifications All sewer ma�ns and service lines proposed herein shall conform to � � (970) 947-5425 �
on, or about the project site, nor for compliance by the appropriate party with any regulations 9. Conduits ending outside a vault shall be capped and marked with a 4" x 4" post. Individual ASTM D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)" and shall be QWEST (TELEPHONE) SAM TOOLEY (970) 468-6860
relating hereto. conduits shall enter each vault at a consistent location. constructed to the lines and grades shown herein.
KENT KRIEHN
CIVIL ENGINEER, AEI � (970) 926-3373
23. The Contractor shall provide all lights, signs, barricades, flagmen, or other devices necessary to 10 Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" 2. All materials and workmanship shall be subject to inspection by the districts and/or their JEN BABCOCK
provide for public safety in accordance with the current Manual on Uniform Traffic Control Devices above the conduit or cable during back fill. representatives The district reserves the right to accept or re�ect any such matenals and GEOTECHNICAL ENGINEER, (303) 289-1989
or as required by the Town of Vail and CDOT. The Contractor is to provide a Traffic Control Plan workmanship that do not conform to district standards or specifications CTL THOMPSON, INC. BRIAN RECK
to the Town of Vail and receive approval of the plan prior to the commencement of any 11. VAULTS JIM HALL (970) 754-2564
construction within the road right-of-way. 3. The distnct and its engineer are to be notified by the Cantractor at least 48 hours prior to VAIL RESORTS DEVELOPMENT COMPA
1. Vaults shall be installed as follows: any utility construction TOM KASSMEL-TOV ENGINEER �970) 479-2235
24. The General Contractor to protect all trees that are to be preserved during construction A. Splice vaults shall be installed with the manhole at or slightly below final grade. TOWN OF VAIL LEONARD SANDOVAL-TOV
operations. B. Transformer vaults and switchgear vaults will be installed with the bottom of the pad at 4. Compaction of all trenches must be attained and compaction tests results submitted to CONSTRUCTION INSPECTOR - �970) 479-2198
final grade. Alpine Engineering, the Contractor and Vail Resorts Development Company..
25. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be
to or better than the pre-construction state and to the satisfaction of the owner graded according to A or B above. The slope behind the vault wdl be laid back sufficiently to 5 The Contractor shall ot all times keep a separate full set of contract drawings marked up to
� prohibit soil or rocks from sloughing into the pad-mounted equipment or onto the manhole. If fully indicate as-built conditions Said drawings shall be provided to Alpine Engineering upon
26. Portions of the proposed utilities will need to be staked both horizontally and vertically. the slope cannot be laid back far enough, a retaining wall shall be constructed behind the vault completion of the work As-built drawings will be compiled by Alpine Engineering prior to final
Contractor shall coordinate with engineer to determine which utdities will need to be staked. Some D All vaults will be installed so that the top pad is parallel to the finish road grade. acceptance. Contractor is to provide at least two ties from physical monuments to all fittings,
� utilities will need to be constructed deeper than normal to accommodate future proposed grading. E. Pads or lids will be placed at the time of vault installation unless otherwise requested by valves and manholes WATER N OTES COrI t.
Holy Cross Energy.
27. The Contractor is responsible to install and maintain sediment control measures to insure that F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross 6 The contractor shall verify existing pipe or manhole inverts at tie-in points pnor to 7. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall
sediment-laden water does not leave the site. Certain sediment control details have been shown on Energy) with the exception of the vault pad or vault lid construction stakinc� do in cor ce 'th WS tan rds
the detail sheet. These details may not be all the measures necessary to provide adequate �
sediment and erosion control. Contractor shall provide ongoing inspection and maintenance of all 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be 7. Manhole rims shall be set at an elevation relative to the pavement in accordance with District 8. Provide thrust blocks on all waterline bends per ERWSD specifications. Thrust blocks shall be NFPA 13 1
sediment control features. grouted closed on the outside of the vault prior to back fill. and Town of Vail requirements. Precast adjusting nngs shall be used to adjust rim elevations to compliant. PRO�. N0. 17030.00
final grade. The maximum acceptable vertical ad justment is 12 inches. Manhole steps shall DRAWN: JEB
28. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto 3. Conduit shall enter vaults perpendicular to the vault wall, about 2" above the floor of the conform to OSHA ste standards
public ways. The Contractor shall minimize all off-site soil tracking. vault, and about 2" from any adjacent walls and shall have a minimum separation of 1 inch P 9. Angles of water me bends are shown only as a guideline; a bends have not been identified or dimensioned,
between conduits. and additional bends may be required during construction.
8. The Contractor shall take care to properly shape all manhole inverts and benches to promote CHECKED: JEB
29. Trenching and installation of the gas lines shall be coordinated with and completed by Xcel �� �� smooth flow through the manhole Inverts of lines intersecting at 90 degrees and at highly 10. AI ine En ineerin Inc., assumes no res onsibdit for utilit locations. It is the contractors res onsibilit
Ener Xcel ener will rovide the materials. 4. Conduit will be cut off 2 to 4 from the inside wall of the vault. p y y P y
9Y• 9Y P divergent or flat slopes are especially critical Manhole inverts shall be constructed with a smooth to fieldPverify the location of all utilities prior to commencement to any construction. APPROVED: KAK
trowel finish and benches shall be finished with a light broom non-skid finish All concrete for
30. Certain measures may be required to protect utilities installed as part of this project from 5. Pedestals for other utilities shall not be located closer than 10 feet to a vault on sides where manhole construction shall be made with Type II cement with a minimum 28-day compressive 11. Install 10 au e insulated co er tracer wire alon the water mains, and cad-weld, per current ERWSD DATE: 10/30/2009
differential settlement that will occur in backfill areas ad'acent to structures. Contractor shall transformers or switch ear will have access doors. Pedestals shall not be located closer than 3 g 9 PP g
1 9 strength of 3000 psi requirements.
provide a description and details as to the means and methods that wdl be implemented and/or feet to a vault on sides where the pad-mounted equipment will not have access doors. REVISIONS
installed to provide long term protection to all culverts, pipes and conduits that pass through or 9. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and 12. Verify all existing pipe invert elevations prior to construction.
over structures into embankment. 6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be PERMIT SET RE-SUBMITfAL
rod exposed above the earth within the cavity provided in the center of the vault base. Holy notified pnor to proceeding with construction 13. Contractor shall provide as-built drawings with (2) ties to water line valves, horizontal and vertical bends, 0 ADDENDUM #1 03/04/10
31. All inlet frames and grates shall be set to match the adjacent fmished grades. Cross Energy must approve any other installation where soil conditions will not permit the ground service tap locations and curbs stops.
rod to be full driven.
32. EXISIING STORM SEWER MUST REMAIN FUNCTIONAL THROUGHOUT CONSTRUCTION. 2 ADDENDUM #2 03104/10
14 As part of these plans, several adjacent properties wdl be disconnected from the existing water and sewer
33. The use of de-icing salts on exterior concrete flatwork during the �rst winter after WATER N OTES mains and reconnected to the new mains proposed herein. Prior to beginning any construction, Contractor shall
construction will increase the likelihood of the development of S�a���9. QWEST COM M U N I CATI ON S STR U CTU R AL SP ECI FI CATI ON S provide to the Engineer, a sequence of construction that outlines the methods and procedures to be used that
will maintain water, sewer and fire protection services to these adjacent properties
34. GROUND En ineerin recommends that an effective ro ram of re ular maintenance be NOTE• Qwest Specification notes provided by Qwest. 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and 0 OZ ARCHITECTURE
g g P g g specifications 15 Any service tap fees that may be required as part of these proposed utility installations are to be paid
developed and implemented to seal cracks< repair distressed areas, and perform thin overlays 1. CONDUIT: pnor to making the connection to the main.
throughout the life of the pavement. 2. All materials and workmanship shall be sub ject to inspection by the district and/or its
A All conduits are to be equipped with minimum �/a° polypropylene pull line. representatives The district reserves the right to accept or reject any materials and 16. No fire hydrant ex ensions ar allowed b ERWSD on new i stallations. 1� FIRST CHAIR
B. All conduit bends are to be steel sweeps or no less than PVS Schedule-80 fully encased. Long radws workmanship that do not conform to district standards or specifications.
H OLY CR OSS EN ER GY CON STRU CTI ON SPECI FI CATI ON S sweeps are to be used in main trench sections. Standard radius sweeps may be used at closure locations 17. The center line of the fire hydrant discharge must be a min. of 36" above finished grade (Mountam
3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to hydrant). Coordinate all fire hydrant locations in the field with VFES Prevention Bureau prior to installation of ISSUED FOR:
1 TRENCH AND CONDUIT C. All conduit runs are designed on the bas�s that each separate run wilt have no more than two (2) 90' any water line construction for a pre-construction meeting. any hydrant. A dielectric fitting shali be installed between dissimilar metals. PERMIT SET
bends without the insertion of an appropriately sized pull box
1. Hol Cross Ener rovides all conduits, vaults and ads. The contractor rovides the 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine �
Y 9Y P P P D. All conduits will be PvC Schedule-40 or better unless specified otherwise. If steel or iron p�pe is used Engineering prior to acceptance. All pipe shall be constructed with pipe bedding as shown m the �g, Traffic control ates shall be provided with control functions so as to not interfere with Fire Departmen
excavation, installation and backfill. Trench will be excavated deep enough to ensure that between the buildin and the ro ert Ime, the i e must be ke t free from contact with an reinforcin 9
the to of installed ower facilities will be 48'� below finished rade. S ecial care must be steel or other conductors with n the buildin foundation wall. P y 9 water plans and details If trench conditions vary or if rock or water is encountered, Alpine staging or operations
P P 9 P 9 Engineering �s to be notified prior to proceeding with construction SHEET TITLE:
taken to ensure that the top of conduits will be 48" below the bottom of drainage COVER
ditches and all other low areas. Where initial excavation is less than 48" in depth due to E Conduit(s) will be fumished and installed by contractor for the exclusive use of Qwest Communicat�ons 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to
planned subsequent fill, service will not be provided until final grade is reached fully indicate as-built conditions Said drawings shall be provided to Alpine Engineering upon
F Conduit(s) placed in the same trench with power supply conductors/conduits must be separated by a
� � completion of the work. As-built drawings will be compiled by Alpine Engineering prior to final
2. Trench will be as straight as possible between vaults and shall have a smooth bottom min�mum of 12 of compacted soil or 3 of slurry encasement and have min�mum depth of cover of not acceptance. Contractor is to provide at least two ties from physical monuments to all fittings,
free of rocks. A Minimum of 4" of soil will be placed over any rocks left in the trench to less than 24 on private property and 36 of cover at the property line. tees, curb stops, valves and manholes. SCALE: 1�� =20�
cover rocks or smooth out low places, will be compacted prior to conduit installation and G. Labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by Qwest SHEET NUMBER
_ the trench bottom regraded. communications 6. Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52,
pressure rating 350 psi. All water mains, fire hydrant lines and water service lines shall have a
H. Conduit(s) terminatmg at a utdity pole must be attached to the pole and extend to a minimum height of minimum cover of 7' unless noted otherwise.
� 12° AFG. �
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P\TOV08001\dwg\MasterlNDL-Cover dwg,3/3/2010 9 19 18 AM,babcock
Town of Vail - General Notes
1 Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479-2158 Obtain all required building permits through the Town of Vad Department of Community Development, 75 S
Frontage Road, Vail, CO3 81657.
2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail Department of Community Development, 75 S Frontage Road, Vail,
CO 81657.
_ 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc from all applicable agencies prior to commencement of construction ��C H I T E C�U fl E
4. The public and the Town of Vad wdl have the nght occupy the public Right of Way and adjacent facilities during the entire penod of construction. Perform site work operations to minimize conflicts and
to facilitate use of the premises and conduct of normal operations.
5. Ail materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Vad Code, Development Standards Handbook, 1805 29th Street
Construction Detads and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most restrictive standard shall apply All work Suite 2054
shall be inspected and approved by the Town of Vail.
Boulder, Colorado 80301
6. All references to any published standards shall refer to the latest rewsion of said standard, unless specifically stated otherwise
phone 303.449.8900
7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of Vail, as beneficiary of said engineer's work, for any errors and omissions
contained in these plans, and approval of these plans by the Town of Vad Engineer shail not relieve the engineer who has prepared these plans of all such responsibdity Further, to the extent permitted by
law, the engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and against all liabilities and damages which may anse from any negligent errors and
omissions contained in these plans
8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utdity installations, shall conform to the local utility entities standards and specifications current at the date
of approval of the plans by the Town of Vail.
9. The type, size, location and number of all known underground utdities are approximate when shown on the drawings. It shall be the responsibility of the contractor to venfy the existence and location of all ALPI N E
underground utilities along the route of the work before commenang new construction. The contractor shall be responsible for unknown underground utdities
10. These drawings represent only the approximate location of utdities and are included only for the convenience of the contractor Contractor shall be responsible for locatmg all utilities, pipes and - =
structures. Contact utdity notification center of Colorado (S00)-922-1987 to locate underground faalities. Contact Town of Vad for additional locates (970) 479-2158 Contact Eagle River Water and °
Sanitation District for additional locates (970)-476-7480 ext. 114. Ut�lity locates to be performed at least 72 hours prior to any construction activity Contractor shall ensure that work preformed in the
proximity to utilities shall be according to the requirements of the requirements of these agenaes. The contractor shall notify the owner's representative of any existing utilities which may interfere with the ENGINEERING �NC
proposed work prior to construction. The contractor shall repair all existing utilities to remain which are damaged dunng construction at no additional cost to the owner EDWARDS BUSINESS CENTER
11. The contractor shall coordmate and cooperate with the Town of Vail, and all utdity companies involved, assuring that the work is accomplished in a timely fashion and with a minimum disruption of serwce 34510 US HWY 6 P 0 BOX 97
The contractor shall be res onsible for contactin , in advance, ail arties affected b an disru tion of an utdit serwce as well as the utilit com anies. EDWARDS, COLORADO 81632
P 9 P Y Y P Y Y Y P 970 926-3373 FAX 926-3390
12 A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facditate construction or if any water is discharged mto a storm sewer, channel, irrigation
ditch or any waters of the United States
13 The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Diwsion,
at (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
� , �4 q���°�
14. The Contractor shall provide and maintain approved erosion and sediment control best management practices" (BMP) for the project duration. Contractor shall inspect BMP s weekly and after every �,�„ ��� �
precipitation event Contractor shall document inspection and make reports available upon request Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half !�£�a��':'�� _� '3�
the bmp heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repair shall be compieted withm 48 hours of identification, unless otherwise agreed upon. � ���'r�� �' �'�.
15 The Town of Vail shall not be responsible for the maintenance of storm dramage facdities located on private property. Maintenance of on site drainage facilities shall be the responsibdity of the pnvate � ;
owners.
,�
16. The Town of Vail shall not be responsible for any damage or injuries sustamed as a result of the construction of this project as a result of groundwater seepage, whether resulting from groundwater `'�, ��
flooding, structural damage or other damage. '�e� p,i,•� �u�
ns j 3�4.AeyIG+� we�sk�
'tie,r �5�+ i4s4�4 y� .�c'"'a
17 The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing pubiic street system. Mud and debris must be removed within 24 hours by an appropriate ���.�,,, .»`'`
mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Town of Vail construction inspector �� �d
18 The Contractor shall notify the Town of Vail Construction Inspector (970-479-2198) 72 hours prior to the start of any construction. If work is suspended for any period of time after initial start-up, the
contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of construction
19 The Contractor shall notify the Town of Vail Environmental Health Inspector (970-479-2333) at least 2 working days prior to the start of any earth disturbing actrvity, or construction on any and all
public improvements. �
20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and specifications for all work within the O
Public Right- of-Way. If the final sods/pavement design report does not correspond with the results of the origmal geotechnical report, the Owner shall be responsible for a re-design of the subject � �
pavement section. All final sods/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Town of Vail Construction Inspector prior to �
� placement of base and asphalt. �
21 Prior to placement of H.B.P. or concrete within the public Right of Way a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavdy loaded vehicle � L
' having minimum single axle weight of at least 18,000 Ibs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the construction inspector shall be reworked, replaced or O
modified to form a non-y�elding surface. The Town of Vad Construction inspector shall be notified 24 hours prior to a "proof roll" � �
22 The Contractor shall furnish electronic and hard copy reproducible As-Budt record drawings showing horizontal and vertical locations and elevations of constructed improvements including ali utilities, and O
drainage appurtences prior to acceptance of the project � ♦ ♦
23. The Contractor shall wdeo camera N all installed ublic storm sewer i e nor to final awn and or other final surface treatments are com leted A co of the video ta in shall be rovided to v
� ) P PP P � P 9 � P PY P 9 P
the Town of Vad for rewew and approval and record keeping � ..
24. The Contractor shall be responsible for all aspects of safety -including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and �
Trenching.
�
25 The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of Uniform Traffic Control Devices), to the Town of Vad Construction inspector, � >
prior to any construction actiwties withm, or affecting, the Right-of-Way. The contractor shall be responsible for providing any and all traffic control devices as may be required by the construction activities �
26 The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule and phasing plan prior to the start of construction.
27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris Any construction debris or mud
drapped into manholes, pipes, .or tracked onto existing roadways shall be removed immediately by contractor. Contractor shall repair any excavations or pavement fadures caused by construction within or in
the vicmity of the limits of construction. The contractor shall be responsible for damage due to construction at no additional costs to owner. The contractor shall remove all sediment, mud, and construction
debris that may accumulate in the flow lines, private property, and public rights of ways of the town as a result of this construction project. Removal shall be conducted within 48 hours Return all
construction staging sites to their original condition upon completion of the construction project.
28 Dimensions for layout and construction are not to be scaled from any drawing. If pertment dimensions are not shown, contact the Designer for clanfication, and annotate the dimension on the as-budt
record drawmgs.
29 The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension
agreements needed for the job.
30. If, dunng the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Owner, the Design
'� Engineer and the Town of Vail Construction Inspector immediately
31. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE
� INFORMAl10N SHALL BE AS FOLLOWS.
PROJECT BENCHMARK: AEI CONTROL POINT "CP LUND°. ELEVATION = 8160.03'
PROJECT DATUM SCALE FACTOR: 1.00
BASIS OF BEARING THE EAST LINE OF LOT 1, BLOCK 2, VAIL/LIONSHEAD, THIRD FlLING, BEARING S02'00'00"E BETWEEN FOUND MONUMENTS.
PROJ. N0. 17030.00
32 Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor s expense
33 The Contractor shall be responsible for replacement of any existing matenals that are damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no DRAWN: JEB
additional cost to the Owner
CHECKED: JEB
34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its origmal condition. Patching shall be done in accordance with the Town of Vad Street
Repair Standards The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engfneer. APPROVED' �K
35 Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these DATE. 10/30/2009
plans
36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans The construction of these handicap ramps shall be in accordance to ADA current standards. REVISIONS
37. After acceptance by the Town of Vad, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum penod of two years from the PERMIT SET RE-SUBMITTAL
date of accePtance. �ADDENDUM #1 03/04/10
38 The Contractor shall be solely and completely responsible for the conditions at and adjacent to the �ob site, including safety of persons and property during performance of the work. The contractor shall �ADDENDUM #2 03/04/10
provide lights, signs, barricades, flagmen, or other dewces necessary to provide for public safety, pedestnan and vehicular access as needed. This requirement shall apply continuously and not be limited to
normal working hours
39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grade differences exist that may not have been known dunng design
Such conditions shall be immediately brought to the attention of the owner's representatrve for deasion. The contractor shall assume full respons�bility for all necessary revisions and repairs due to failure to 0 OZ ARCHITECTURE
give such notification at no additional cost to the Owner.
40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the newly instolled storm drainage system All drainage systems within the
construction limits shall be maintained by the Contractor for the entire duration of the construction pro�ect. The contractor shall be responsible to maintain all drainage within the construction site and
offsite dramage which is directly affected by construction FIRST CHAIR
41. The Contractor shall be responsible for maintaming the operation of the existing Town street lights within the project limits The contractor may provide temporary street lighting approved by Town of Vad,
when existing street lights are removed
ISSUED FOR:
42 The Contractor shall be responsible for maintaming the operation of existing Town irrigation lines within the pro�ect limits unless otherwise approved by the Town of Vad PERMIT SET
43 The Contractor shall mamtain access to fire department hydrants and connections shall be maintained throughout construction unless otherwise approved by the Town of Vail Fire Department
Y
SHEET TITLE.
TOWN OF VAIL
CONSTRUCTION
NOTES
SCALE. 1" =20'
SHEET NUMBER
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P\TOV08001\dwglMasterlNDL-Cover dwg,3/3/2010 9 18 23 AM,babcock
�
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1. THIS DRAWING �IS FOR INFORMATIONAL PURPOSES ONLY. REFER TO THE SURVEY �°�T°�c� GAS�GAS l�A�P r' r' �
PREPARED BY PEAK LAND CONSULTANTS FOR ADDITIONAL INFORMATION AND ���—`�`' �GAS�,,...-�'"r f
EASEMENT REVISIONS. DATE OF PEAK TOPOGRAPHIC SURVEY: FALL OF 2001 TO ����F' GAS�G����.
SUMMER OF 2002 AND THEN UPDATED JANUARY 2008. ALL SURVEY CONTROL �T„��F0 �GAS!,,.,...-�-°'
INFORMATION WAS PROVIDED BY PEAK LAND CONSULTANTS. ��T°�F°� ���G.�---�--��
2. EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN FIELD LOCATED BY UTILITY '�TV�C�FO�Fo �AS���5°"°`� � —_GAS�GAS�G
UNDERGROUND LOCATORS AND INCORPORATED INTO PEAK TOPOGRAPHIC SURVEY �T���" Fp�F� ��W.�-��` ��,���"�
PLAN. ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE `"v o�F�' �'���'`�� G�` �fl C H 11 E C1 U�E
COMPANIES, DURING 2001 TO 2002, NO U1ILITY LOCAl10N UPDATE WAS DONE DURING c�'!o�F'� ��A���' "�`
- THE TOPOGRAPHIC UPDATE IN JANUARY 2008. ALL UTILITIES SHOULD BE VERIFIED IN i°T°�F0� '' CAS�G�'�� ���'�� ~'� ��
THE SUMMER OF 2008 BEFORE CONSTRUCTION OF EXTENSIVE DESIGN. ALL UTILITY �CTV��.g0��o �5���5�"°°' ��� ���� / \ ` _..-- ---�
.. LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �T�i°T° Fo i-FO--� ���''-�° "�`� ,,,_,��AS�-�"`� �
3. EXISTING UTILITIES WERE NOT POTHOLED TO CONFIRM THEIR LOCATION OR DEPTH. / F��--� ��"S - °� �-�--��s � � / I� 1805 29th Street
C1'0 p�_,,,r-^' GAS ua?""'" � _.�,-^" ��l � � �
/ �F /„ � y a f.GAS"" _.---
' � C /C Fo/p� „"�-' GAS/G.,A� ` ,� �8�� C M P ��G�"� f_ r i~ _Y �-- " / � � / � I e� fi�/E Suite 2054
� � ��� �o i � �AS/�.-� ,� INV IN = 8169 3' �s! r� _ �- -- �;� ---�'" ✓ y � y��
� � �" �„ � INV OUT = 8169 2' � �--� �� �- � - -Y --' � � ' �. \ �� Boulder, Colorado 80301
� � ` �/ Fp �p.��- .» ^'' �S-"° �` �" - � _�-r ` � �� J �l\_g/�1.�
� � 1 � c�'��/F°� y�-ns "�.~'` �°% —c�s�"� �- � - - g172"� / I� /$-=�` -� phone 303 449 8900
� � - _ -- - _ � �+ l
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C,1, / / �, 3.,� 'G.9�'""�y �.-�- _ _- �- $�' � _ K1 v /I \ _�TV
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� Sv�� i�°� 12" C M P `' /% _ ` ~/ / / f �j�'-' `'�� ; / '' . ' ��✓° w�"'�f,,; �,I ___ s'� ,I _� `i I � F ^ � �i __..-
Sv��.,�� INV IN = 8164 8' , "� / _. / / �l %�." 1 yv``-� .-''� f� yqP�, � .. , � .� `E�
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�� �- I N LET G R ATE 1 �� i �� l�'�3 z��� � �'� � -� �'��r���'a _- -- -' _ / '' -�'--- --�-"_- I I �I � i �_�� �a O
�� � ELEV = 8164 1' � 6� �8iss s � �`,I y �L�,� _--- [
� r -4.-`T 1 '� c� E-����. €� —
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L �, �$ ai7�s __E �.�- x s�,�„, �-��'� m,s - E�ECTRIC PANEL � i \ �
�� � INV OUT = 81620' i� � �/ � 1 1 � -�,- t, J, � / �; x�� }��--=--� — _ _ _ _ _ ! _ _ _ - - J I �� 1 I �/�,�, � � � �
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/�E i �'' � I '� `�` lf�''�= ��:���if'' � '�$y �/ I r -- -- - s - 10 0' BUILDING SETBACK � PART OF LOT 1 � �
� �
� TEL � sLS �.yr T I, � \ �%�i,.,,_,. '/ rsa�T BLOCK 1 .--�' 8�66 � I �� l� I I � O
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fiy/ � s�' �T ��N� ALLBO� YPA�, � _!I ��' `� '��$17� �s� 0 2587 ACRES J J ,�,�- � � � I � h �� U
TEL/� �� / $�/ sd� Sv�� W ��� I � � T ~ � --����� P A R T 0 F LO T 1 (TOWN OF3VAIL GE 341) �' .� I �I � I / � O
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E - �'�' �--- � ` I �� N 1 089 ACRES _.r- "'�� I I `� I � I a`��j >..�.. ,<<_>>-���`<��._--- .,
// / /s��/�� � � � � � _ �' BOLLARD�" (VAIL/LIONSHEAD THIRD FILING) � EXISTING DRAINAGE INLET I �I �I � � � -�,��,, � �
� / GRATE = 8164.0 � I \ F � •
/ /�� /� / ALL Y PAN INLET GRATE � 1 r-- - -J � (BOOK 221, PAGE 992) �--� � " �
// � ' I I � _..-- IN VERT (S) = 8159 7 � � � � `ri-„ �
��. /g� /Sd / ELEV = 8163 0 � , ;N (VAIL CORP ) /' _____-=_ � \ ��
�ye Sy� / IN IN = 8160 6� � � ;F �` --.� � / _ ___ _____-_-=f=--_-- - -��C ���-r � \ �I _�`i�?`=;��`�DRAINAGE WLET GRA �
�-/�_ �/ � / �NV �UT 81604 " � ___ __- __-- __ ,- � __ '[` ` _ v _� _ �
� � Sy 1�I1 t15 C M P .-�' ��� _ v r- T.� �� �c� rI� \
/ i� vi Y4� 1 — � � � 8166"^--�_ .s'� —— ���-�__-=— � __ ,_ _- — � �i� - r� '� i lr� r � '� / N�:,` >+ I ____.��-1T'�'-�� � �i � � _ �
Sye� � � o �- DRAINAGE INLET GRATE `~ "" ---- ____ „�..--° _ _ _ _ _ _ _ _ _ _ '"�`y`-�.��� ����. �'_-';-�"�-_'I, � ;; K� Il, -�� � � r ,�- ��"' ELEV 8162 5
� 1 � �
� � ` �- l', _ �,��.y� A � INV OUT (FILLED
d�/ / `�„ �% - ELEV. = 8165 0' --�.' _'_-_---�_ .._..�==n-__- _ _ _ - - —-_,_._..-� s` ^y,1, �,` ,d�r��;. �' '',-%,'I - -.`_�2��'��,\ �``��,f�����`r;f'' � � �� �\ -��,,,,
�� � : ,, � � g�
��/s / � -y"', y I 1 INV OUT - 8162 7' __�------_-_-' _ _ - _ - - ---_'�-- �0' BUILDING SETBACK LINE� ��= �. _ _�-s�=�: " �T-��'� �; - -- �r '/ 1` � �ti= ,� � � � � �};,�� �}r�„
/ � 2'x3' INLET FL �� °�` `°� I �J , -�r=---- - - - _ - - - - 10 . a._..__ ____ ' - �; ` ti �' `�� _,J �//' i s � cl� k;�
� RIM = 8161 86 � �� �;�,���;'_ �- =-==- -- -- , i _ - �-- - - - ____ __-_ __._ ___ ___ ` .��° �"'""- ---_� �'"�' 1 `�:� �� ,,,���,�,y °� � �\ I F � ��„�,
�,' P --_ _' _ - - - _' ---- - "� - ��;. ' °` �t' `�r��= ,µ;,�'�
/ � _ _ ``r*% ____ � .� �-�•'� ,m.- _- ,/'� ; �.�' _ � m � ��
INV IN (N) = 8158 36 � � �15 ��� �..��� - _ _. -- -- -- - - - - ` �'+� � — .__-� � �.� .�.�..�..��' �. °�" - ---- ✓ � � �, r f � I��� \`y ` f=-�=,,��� ��,�
/ �/ INV IN (E) = 8159 75 �; &'4G� -„" � _ .- - �- �'r,����ii� '���-�-�. � -~" �.,.,�.. �°- -- -- ---- - u 1`''---� �\ �/ �� //,,`,�- �I ����� � „
j: � �
I N V OU T = 815 8 16 ',-,- --" �� � �;"``�'�'� �� �_. .--.-- — --�-i `_._--, "r n _`__-- - x._.�...� ��l�__.�'�.°�1��° ��---__� 4 -"B � `� '�
� SUMP INV = 8156 66 ( -� -.� - ,,�r�,;�. �, ��;_-__- - - � � _ ----- --�����.--m-���_°-_°"°�.._�.� ` �._-- � _ \ �� `�,:;\�u� \ SEW� MANHOLE
/ �. i _�__._._. -- , � %" , t�..
I � '"��1,I '/���',1 .�. -�---�-'_.'� ° - -- - - � - - ' �� y , g �r;���� ' � � � � RI��'158 4'
� �_F:_ �
/ �c, r � �'� � � � � - -- � - ,( ° ` 4�' \ 8" iN�T�(N) = 81
�
' .-r:..�.v l �%9 z�.�
� i � I ❑ ❑ - ._._ ' ' � '��,� �. ,,�.�_ . . °='��"��z , ll � � '�i� � � � y � ' 8�{/INV (S) = 81
{ y j /I'� T I �� �� � �_ ` �� �� )IY.LL:4. tL..t_a-..R vf.+ �k R ���� � - �O � _-`'�-��.
I ` �� I '- �.',m'�m..'-� �f aanTa�s�s--._..v !.'n r!�'+�h^TtlM� �k I� t �� — / ` � \� .�/I,\ .� f '
I '`^ �'�° � � � �+ , - �� U �\v(k_ ��
� � � I II fi� ` �\t �}-,_ � �"'���� � '1 25 0' UTILITY EASEMENT _ "
�-- =_>,.�--� �.
x�� 111 � '`' ' " RECEPTION No 113260) �k � \ � u'�-� �� '
�� � �. -r;�� � NOTE 12) �.;�- `�r ''` �
1 c+ �v s_
F '=� � �,�� �� ��i��4 LANDMARK-VAIL � (SEE GENERAL -�-��`_ � � p � .�� �
�
� �(� 816� ��f' _ ,' ., IMPROVEMENTS CURRENTLY OCCURING ON AND AROUND THE (BOOK 226 PAGE 32) --��'�� ^�� ` t � , � f� ��
� I Q ' I LANDMARK PROPERTY OVER THE PAST YEAR ARE NOT SHOWN ON THIS (BOOK 237, PAGE 177) / a � � ,
� � y � If�� P�,qN. (BOOK 238, PAGE 918) ,� I � � + � c1'P
� ' I,"' c' � � �t�'. a !+`'
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2'X3� INLE , � I (�'I � ���� �; �/I,m� e L L TSL
LEGEND RIM = 81 88 FL ,� o � � -��,,- � 4.� -- �p�,.�� .��L � DRAWN JEB
INV IN = 153 29 � �� � ���� �
INV OUT 815309 � _- -- - -- J - - T L T�L � ` ' F
- - - - PROPERTY LINE SUMP INV 8151 59 � x � � ,� �' '�' � �" ,-- -f � _ _ _ _- __ �i ..---� 8 9 CHECKED. JEB
- — — — — — — - EXISTING EASEMENT � �� f �f �" �� � ~ � __ �- - --
� �, 3 `�- - U 25 0' UTILITY EASEMENT � �
' � .�,_ � � � � - ' ' �� __ __ _� - - " / (RECEPTIO( No 113260) �� m F
EXIST1NG BUILDING r— � � � _ __; ��, I ._.- �' I \ � APPROVED� KAK
X U - � , � � � �� --- - � STORM SEWER MANHOLE SEE N OTE �2) I ����J l DATE. 10/30/2009
--------------- EXISIING EDGE OF PAVEMENT ' C7 0 � - � � '-� ,/'= �-. -1 ( � t , �
� 4,. � � r+ � R I M E L E V = 8 1 4 2 1' S E W E R M A N H O L E M H 1 9 2 0 � � � � �
'�__..---°-
�;_ - -- -" °� �'/�,, t �-"-'"'-'°'� � I N V N - 8134 0' R I M = 8151 8 � �8 �
� � m �_.- � ._ � _..__; i;,-� ( )- , � REVISIONS
� m � � � � � � � � � EXISTING CULVERT AND INLET �e (7 = � �\ �� ���/ ��` F ��.f � � �s��-, � INV (S) = 8131 7' 8' INV (N) = 8142 2' � 4� i
� � � � I
GAS—GAS—GAS—GAS—GAS EXISIING GAS I � I i � � �. �'�_ "� �� / '� '� �-�-�~~`° � „ '� � �' � INV (NE) =88133 6' s" INV (S) = 8142 1' �� ' PERMIT SET RE-SUBMITTAL
� `; `" - y � � ADDENDUM #1 03/04110
I I D - '- - - _- �=��', ''r �- E� � � � �
y ��' � / - -� �,- �
�� ., , �f2- „ o ' �/
GM EXISTING GAS METER I � � � �"` j�' - � , � / / J � 4�� �s-��_�� �j'( '` d� I � � ai i a �f '
`_ -� �' `�:`� / '=�i �_ � '�'2'� • �
� -�- '`= 8� 815 � .. � �ADDENDUM #2 03/04/10
ara ara—ar.� ��—aLa EXISIING ELECTRIC = I ' ,, VALLEY PAN INLET GRATE / , � � � I +
� ��=
I F / ELEV = 8154 1' � / ,..�.. _a..o.-�-y- °_�� ��-`!�' �i�'� . a
`� �� INV IN = 8151 3' ,.._ --�-°°°°""°'"`"""� -�__-- -�""-�Y `` '� �� ��/ �'�'� DRAINAGE EASEMENT ��� » � � � �r' -�
� EXISTING ELECTRIC TRANSFORMER I� \ / � �r�_ ,,,_ __ �- _ _ _ __ _�_---- --- --- �., � f
INV OUT = 8151 5' _„_� _ _- `` � �~� `°- �j� ��'� (RECEPTION No 113260) '�� �y <;
EWER MAN OL � 1800 �Q H , �_._�. _ - -- -- - — ---- — ---- /� � � ,� � ,� ' `"`'�.,� ,,/ \ �'�'\ (SEE NOTE 12) i ' 43 �]�
OE EXISTING ELECTRIC MANHOLE IM - �153 7 I �_ _� .._.. - �. ~--..... _ �,_ ._„ �_ �' "--- -�--..- �-�-- 7 -_ �..,� � PRIMARY ELECTRIC ar,a.� 8 2 � �.�; 0 OZ ARCHITECTURE
10" INV [N) L�8143 9' �� -' � �_ ____ , }�,� �'! �" � �+�1°�`"• �---7 , � �2� � � UNDER/THROUGH BUILDING �'r,�• �� �a v
>� � � r �� � � �`� �_ ,;a���' = �„ ,_ 12 � , � � , �,''+,, � F�� � �4.
10 INV S � 143 8' � � a�� � \ �~ ` ` i�} � � ���,> ,��y,.���':�iE� 't�, "` --^-` �" ,12' 7' " -- 8' �" , \ (PER HOLY CROSS 03-09-04) �Ze� � < N¢ � . �
EXISTING QWEST TELEPHONE � � I� � f �, i`'T,lf "�` ��'` �;,�4 � `��£�` . "__�.�•- -"` ��� --7"�-'" a'�� �`'� �� � '� �� (NOT FIELD LOCATED) \ � I / y � t��
T8L TSL—TEL—TEL—TEL � �\
� � � H, �,,��, `;,� �:�� „ ��,-.},, � - � 4.. P V C t t�.�
� `_'�`� �;�-' _���}� ��` ?�, �1�� --_��r � '�-,,,� r.-.� - . � \ s o2 I � .�``V
v, -�_ ��. a , � , _. � �l
—FO—FO—FO rro—Fo—Fo- EXISTING QWEST FIBER OP11C � �� ��- �-:�,,;,�j��';a� -� �;�_��T ��:��>=�-<<--_�_-�' i�,y �'�^a;.�;t���� _� �, �f1�»-_'" ,,Y,;;41-�"`t:�- ���,;- � � , � _ _ _ _ - - 1;., "=- �` - �'�'� I� \ ��
� � - '-a , T� � 1 , �-,�� �t 1 7 3 _
-"'" � \ ���`�, ,��'�`� � � ��;,�. =;�, �,�= ;�<< » ;;.--�{`Z: ,��s5 "+��� ,���..��...�.�-� r � � - / �� � 8, �`"a i'-�" FIRST CHAIR
�,/` � � 1� ��_ �
� 1 `/r! ,� ' ji,,l ln�f� x}It`,,,� � ��"� ' \�� y � �` )
� EXISTING TELEPHONE PEDESTAL � -\ \ 1� --= �,, >, `-`-12" ��-�"" " � � � I t � �' ,� �_ �-- � �4
� � � � �' ` \�-f���2��1%'���� �� � � � \ � i � a, DR INAGE INLET GRATE 8� �����Yx u�?� � ,y � ISSUED FOR:
— ETV EN EN ETV — EXISTING COMCAST CABLE N �� � � �; ,w,� � ��!-r� � ; 1 c _ _ `�' � _ r' � ' J'� � i � � '��,� � c
� ` I �� �� � l�� ���r '� � EL V = 8137 4' DRAINAGE INLET GRATE � �. A `� 'i PERMIT SET
cTV crv—crv—crv—crv EXISIING JOINT FIBER/COAXIAL ( ' I � n� , � � � '�' / �i ELEV = 8136 8� � �'y��` 3�'�f �
� EXISTING CAN PEDESTAL � � �
� � � � j „ h 8" V C i�� INV IN = 8134 7' � � �'�/��fi1 ' s 7 �)�;' /+
� � � y � ��L��€5��'� � �' � INV OUT = 8134 6� �
� � ��,�,.���,����g.��,. _ 7,5„ L -'`r ��;�.._y �;,�
EXISTING WATER LINE � I g� � �- ° ;;�����- �r�=�; �-,���_ ��_; ERT H ALL P LAZA __ -,_-_� _ � �� �� -;= ���,, � � �� �.�'�- !
( � . , ' �, >, C ON C � � � �� �� � , 8 s��I � F �` �,'�;� SHEET TITLE:
� 1 �� � ` I /
n
y \� , .\`,r,. ,� _r[ c t r-
wv � � �`, �-�;-' ° � ��11,�,�� .;�-� BOOK 591, PAGE 494)
��`'`'' � '� � �.� I DRAINAGE INLET �� CONDITIONS PLAN
EXIST1NG WATER VALVE , � -� � --- � , � .- \ � ,�_. ,r.�,� � `, , __ � 0
� q-.� � � I � � �•��� F�r t��eC�`�-rr�..� � \\,��`N � GRATE _ 8139 5 / � / '� '° 1s a !
yYp EXISTING FlRE HYDRANT I � y � � �T Y-;��`�`' � �,,,� = I � INVERT (NE) - 8135 8 ��y � s i +
( �l � _ \ ,;;-r � \,` , � INVERT (SW) = 8136 5 �
OW EXISIING WATER MANHOLE � I � � •' `� PART OF TRACT C � � � `� �
INVERT (SE) = 8135 7 " 1 � �� _ �
�.. H �=�= ' �� GRAP ALE w � I � � SCALE: � -20
1�- `� -� �
s.s[�—s.�x—s.�t✓s.uv—sax EXISTING SEWER LINE � � ^ � 1 �� ��-' (VAIL/LIONSHEAD THIRD FILING) I ,o����rr ��� � � / I I ' .v I II � `�+� �
„ � o o �0 20 4o so SHEET NUMBER
OS EXISTING SEWER MANHOLE
~ ( IN FEET )
■
1 mch = 20 ft
P\TOV08001\dwg\Master�NDL-ExistingCond dwg,3/2/2010 10 56 39 AM,babcock
�
- - - - - - NOTE: �
LEGEND 1. EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN FIELD LOCATED BY UTILITY
PROPERN LINE UNDERGROUND LOCATORS AND INCORPORATED INTO PEAK TOPOGRAPHIC SURVEY
PLAN. ALL UTILITIES SHON7J HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE �NCHIiECiUHE
EXISlING EASEMENT COMPANIES, DURING 2001 TO 2002, NO UTILITY LOCAiION UPDAiE WAS DONE DURING �
EXISTING BUILDING THE TOPOGRAPHIC UPDATE IN JANUARY 2008. ALL UTiLIT1ES SHOULD BE VERIFIED IN
THE SUMMER OF 2008 BEFORE CONSiRUCT10N OF EXTENSIVE DESIGN. ALL UTILITY
, ---- ----------- EXISTING EDGE OF PAVEMENT LOCAiIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
1805 29th Street
o m m m m o o e�e m m o m o e E%ISTING WLVERT AND INLET ea� �� �v�`° e.�s�ms—"' SUlt2 Z�Jr4
2. EXISTING UTILITIES WERE NOT POT110LED TO CONFIRM iIiEIR LOCAiION OR DEPTFI. ��Fo�ct�� �c+�� y
—cns—cu cu—cu cns EXI511NG GAS nn���cN��� �ces�c"s .
cM EXISTING GAS MEIER Fa !ro�=r � �-_"�_°-_- I Boulder, Colorado 80301
-=�-s�-a� s� _� EXISl1NG ELECIRIC ����=T°— c� �.s—`____ < < phone 303.449.8900
� __ __--
EXISiING ELECIRIC TRANSFORME �V� 5' I
—CPV��FO� GAS�GA
CiV / F� G.45� CAS�G.45
O EXISlING ELECIRIC MANHOLE 'L`v/'` Fp�so c' 'L^J '��= � c�—G��
�crv � eo cas� —'� � I eas���
—ren—ren—rsn—ran—rre EXISIING QWEST TELEPHONE cr��a�so� eo ��si��s��_ W.¢�GAS—`as— ALPINE
—m eo m m ea so— EXISiING QWEST FIBER OPT1C v�c/F0 ' `0 c�s���s�� "' ��c.�� _ —
crv�� iec .. �cas�.-=' ' �4�fE \ �I -- - —
� EXISiING TELEPHONE PEDESTAL �,i�'n'oG F°� ��,,s��-�s�' � � D � � �� < < _ � = _ _
erv crv crv — erv — E%ISiING COMCAST CABLE N i�"'�� �0—�`_�-=°__�'� " c MAG,E RpA aee-��� s �\ � / \ � Eye — - - —
—crv—crv—crv—crv—crv— EXISlING JOINT FIBER COAXIAL �crv�/i ' ,c"� .-0 r O y-� i � - 1 \ ecs�
� "� °�` �`°�—�—� R �—°'`"`� � � E�—"6— ENGINEER NG INC
� E%ISiING CAN PEOESTAL � 1 c��� po� F% � c.+s�'S�'I 0 �8 C M P SO s���`�''� � --- � � I / I `� Ey�,/e� EDwARDS BuSINESS CENTER
�� / o/ �ps� INV IN = 8169 3� � ppi--- - ' -�� � . � �� s�e 34510 US HWY 6 P 0 BOX 97
�L , I i
7VAT WAT WAT E%ISiING WATER L1NE f � � � /°� eo� ��ns�` 0 INV OUT = 87692' �JG^s-� �- - - -- - — — -�, � I e�\\ y�� EoWAROS, COLORAOO 81632
� 1 �
\ ` /� va� � �ts�� � ���"� _ . ---� -- � � i�• �-� � os�C° W O 926-33]3 FA% 926-3390
� J � , cfl / �ye5" .- —_ — ._.fl112" — /I ��%� ciy�<
� E%ISiING WATER VALVE � �� /��/eo�F� cns���s�/ I � cys,./�„.kh5 — . - ___ - � ��� � I t � \ _i.�.v/
� p-�p �'� re� ra F�/ cns i i.us�� \ Q ns f�ces.,l— � � � _ 61}4 —" =� I wc�3, (� ul � �°"�T°�crt'
,yUp EXISiING FIRE HYDRANT /�°� a� ,cts�� I � �.c��G � _ . � � -` �� - � _ _ _ -- i ��' I � I��
Y C1'Y FO� C 5 i� `�. p GAS _� . � / _ � ����1u�7� wd _ iG/4! SE
OW EXISiING WATER MANHOLE /c�n' FO ea L� c<s� -3 � _ _' c.� „�0.+9�` _ �- � — i� _ __ —_ — _ � ^ � � WAVE/ I/ I IT �,v � �� -�,�
s.w sex seN s.w sw EXISTING SEWER LINE a/� �/ cns��"� c*r"� �� . , - � — � _ � � i ` �,���AT E�\ /I p��-�' � /c I � � � �� � a�Fj /v,u:.
�$ EXISTING SEWER MANHOLE �� � ��.- / — __ � � � WA7' � rs� �''"' � ��-' - 'b
/ \ �Ge � ' E� /J
cf 9��- � �� I m '9 t/
�y� Po GAS —. u
/ �/ro� c.asi� � � �-e � .= ,- - ._-8179 ... �T / WAT�ee�cu'�e�&i WE�re�-,� � I � \//� � i }r' � "'��
cav eo /� <p0 a� / ..� / ' . - ,- , i � WAT��ref� _Bt76 - i I '— ��%� :' �
o rY� a 'C� ..�-- " � _ re1 ?I�r „ �` e
��F°P � �Gy \ � � � i GAS�CAS i � . i / � _ " - ' � ' � ��� iY1;T- ��e�c '��� � -Te���y 1� � i l� I � �/�';'Gye> '�� '4 . � °
�V/F/so; Sy !i°�/ 8�7�\ �� /j�rs� .� �� _ , -i � � '�� - ,.,. -:� ; ' yy:1T�'4flc�e�eu'i' �. _ _ rs !r[�� � i 8 � = _\ � � �</ y �� I � '?- :9 � �
/cr✓� o/ ��/i�i� Z ��/i � ,�� / ��� � i / � � p.�T�e�� ./ _ r . . _- mcG�rs��� � — �—T 8j II� I� ��I I �S ' i v uf'
/Cei /N �� /i � i jc ,. _.. � ,��`(� / \ _ / / / }4AT ' eac / � ' _. ___�_�_re= YFa_--- / , �� / I � � I I� � �-..�'"'��I�a
Ci"� FO S'� /� GAS � `jj � —
/ a/ �/ i�� � � �/ /a -�1 � � / / � �ji � � tvE/ rca zcc—r..a rec— / i II �„ ty y/ 4i l
��,+�/ro js�.��� i��� ��i�-��� �_ ��� / � i �•�Il/ � � / � � I// ����� � V��'¢�°� � ��°��y— � � WATER LOCA S ��II � � I � II
/crv �/ /sa� ��i' � .�� � � �% �/ �. �� i �/'i` � / �� �� %���AA j� pRI ' �� , ,� � � 2009 ���� � � .., � � �
cxv �,o/ /svo �i � � �� � � � / � % � V�/ (' T �
� � �� �� _ _ ,i � � � � _�� 8� �'i �/' �/� � � EMO�A� DISPOSE ��� � � � �/ y
/�D° �� �� � � � , , - � = � � ` � � � � ��`� ��`£� _I _ I � -O�EXISTING WALL III I` I � � I / � _ _ �
� s`o 12" CMP �/ % i / �- .!� y„ / / P4/�� ��� II
7��' wv iN = aisae' / � i i i �� *� � � / �i i Q%/��j ' � � � ;I ' I��� �� w � � � O
wv our = ais2s' i� i � � � �t \ � Y .
� j " � � �� T'z � ' ,�P � /�, I � -=-�- / REMOVE AND DISPOSE I I II � p Q
����� ��s �� ��!�� / i i l �T� / �i ��/ w� �, i �-�- _- �� � � y j �
•� / � � � � � �� � � � � � �o I�'T � WATER LOC2 09 � � � �
G� Gp5 €�ISTIyG�TR C�S Tq REIv�AI�Y µ cTx'� '� :•� ' � � /� / �J OF EXISl1NG ASPHALT I I I 7 (�
/,- \ � c �° I
. � � � o���e,i��s ��o� � �0 / �� ,,g � �u,�4''�,� � � �, ' ��d . � � �R •� ��� � �I I �� -_ - - - - - I�� I � m � t� � � L
/ / ,�.��- , s , � a.� � � I I 'i
, . ,
��,��"�°,��m. � � � -PRQVID� �� �R9'7E�TION ���� pY ���M- 4�-F, � � e,�- � v�afi i'�//��� /es'� /I J I �� II _ - -. - - -- -- - � ' � - - �I� �� I I y �� � O
Y °as °! m ` � -� �AS'�R�QOIRED � �� * y- � � �-� _ � / / / / � ��L " � � � 0
� i� , �
/ /,rg� 8, \� � �i/ i � n�3�L�,�r���wAT// / �a�' �� � � 1 � w �
/�.s�rte�'-���.pm� � �� � � � � '/ � � �_f�, � � �� aue� �_W�'/i� / � ��/� �� � � , � � � � �� � � � � �
�i j Q� % my. � Te< �' �iI pr�. ��ne s au ,'WA� �� � / � � I � ���� �I �
��� � V \ � �"� � � I I � � � a,�3� I � `� �je�a�^^'�-s� ���?�y�� � � i � �'� _ � / �� � I REMOVE AND DISPOSE � '" � � „` � �� � "
�/ �� � � as�rs na ' aieo9 '4U� Y �✓�`� � � / �as�--��ut - e�, I OF EXISTING CONCRETE I I I � � � � �• �� -
� i E T �--� ��r �- � �� - J � _ xs��-� EXIS�KG TRRNSFORMER & �
� � � � E�� � ;/ „ ���,> �';- T/ _ - � ;�tsli,!'�ELECT�ICAL -APPUR�TENANCE I WALK AND CURB I �I I� I I � � � ��"" � � �
� R � � � � >�r r., �' �
� � � "� � � � �f� �' e�a� � 9°� - � T"+ T6 REMAIN- - I I � � � �j
vn��er anN \ �� � ✓/%//i A � � �E,�f: � _ — N-__�� � � � I� � I I ���� �i'
INLET GRATE y�.e�TE � ' ,y/ I � \\ 2J V����'�' �" � �i���'"'e�� � � -�- � ;'
ELEV = 81641' /� s aissa Pj5 � / �'{cf� _�. ."�r�' � � I SEWER MANHOLE MH 1900 �
°� \ a��s e� ELECTRIC PANEL �
INV OUT = 81620. � u � � �� . �a . � � �� _ .��w-z.+ - � '' _—_ —_____ — J � �� ,�� ��� � RIM = 8163.3'
��0��tE�� /`,t �� I�� ��� � � , ,�I ,� _ � ��� � , � �� � � �� e° iNV (N) = eis� s'
e m x �� 8" INV (S) = 8151.8'
� / �� �� .�% _ qs s _ _ _—� _ �_ _ _ _ � _ _ _ _ — � y�� <
s / I �
i"4 �i �-� � b�-��3 � I AT �l��\ co cR "=_� ��I- � �*s`�TE REMOVE AND DISPOSE EXISTING TREES TO - - e� - � � I� I� I I r�!.
Ts,iT` / �� � in`li" nueox K ran� � � ',` <`�-gt7o-�' � ,�'E° OF EXISTING GABION � �� � I �
� � �"'�- �" � T �r`�__�_`__ WALL TREE -PRO7EC110N OFM X S NG INLETE � II �Iw � I / �'
� �� i £�/ WAr � � � I � = REMAIN-PROVIDE � �
n
�i ��"`��o, : � � �� .�_'� a=s�� � � _ _ AS REQUIRED BOX � I� ��/ � � � � �' -�
E� � �� I � - EXISPNG �RAINAGE INLET I I� I � I '3I �
s�s/�s` _ \p � � y -_-V^\�� BOLLARO REMOVE AND DISPOSE REMOVE AND DISPOSE � �� �I i '. „ � N �' �.� '_�
E�� s�� ALL Y PAN INLET GRATE J � ' GRATE 6164.0
' / � / � I ,I r- EMOVE & DISPOSE OF EXISTING ASPHALT OF EXISTING STAIRS _ - wvERr �s> = aise � I F \�
�e� 9° / ELEV = 8163 0' � � \�'�G
�,�� i iN iN = aieo.s' � � � a OF EXISIING GAIE 8t� CONCRETE CURB , ____ _- -_ _- - o � �\ I - `
� � Q = 8 1 15° C M P 4� CALL BOX � � --- — __ __ ? _ _ — � o I � a �-�. DRAINAGE INLET GRATE
- i � � -� ELEV = 8182 5'
� I _ _- - - �� �,�'y � _ �� y J� ��� INV OUT = (FILLED WITH ICE)
1 „ eiss� � _G, �i A � �
EI�QVE & CAP � - - - oRAiNnce w�er cRn� - -_ - - �%� �
i
� OF PIPE �1�,! �-- - - E�ev aisso' � --- _ - - -- - - � ,- - �i = ��� ������ , /� "� � • �•� ;�IAI �
i � �NCRETE " 4,� I � ' REMOVE atsz.�' ...--___- -_---__-__ _ - ' i -- = / _ _� ' � \�' � � : �F � � � ioo' orzniNnc
2'x3' INLET FL � � J � . -- — -- - _ �
ftIM = 816� 86 +5 �gH PVC �` . ____ — _ _ �— . - - -� - -- �_ - � _ �" � �� ' :�� — 4 �� �� �\ z REC PT10N N
iNV iN (N) = 8158 36 �y o � m o =a, -- � i - � _ _ - - - ; i > � / ' � � I I \G� (sEeENO� iz PROJ N . 1703 .00
INV IN E — �'� ` - - -- - - - - ��.. �
� � — 8159 75 � �__ � _ � — — �-� I �� � � �� ��I��V'�:� � V � ����� �
iuv our = aisa ie `��' �. � e� ; �� ,� � � — — ��-��— .� — _ � � �A 0 0
� �(1 - — �_,�� o - � �I � A, - �� � � �2 � A � DRAWN� JEB
SUMP INV = 8156 66 . I� � 1 =/ �, �� _ :� i � °❑ � R �8�}�ND DPSPOSE � `�+� y � SE MANHOLE MH 1920 aisa i
0
��� ��IVA�' � ° — _ _ i � , / �}9. . � � � � RI � �1584' aiss�
, TO REMAIN ; �< � , � ❑ _ _ - - - - QF EXISTING TREES �/ ��- .�� � "� CHECKED: JEB
I � � � * ' ' - --- --- -- II � �//� ; ��� � A� � I e° iNV(sj = eia� �-
�
1 , � I REMOVE AND DISPOSE � � �/o ,
I ' �� � MO & _ __�� EXi$ilN ES � � � / _ APPROVED' KAK
REMOVE & REPLACE �! I � j� �� p�� ���� ��� BOX��ISIING PLANTER "-- � '�� � � � -
EXISTING PAVER WALK ` �� 111 \� � \ � _ �I, zso' uTwT'r EASEMENT �° ` � �\ � ( DATE: 10/30/2009
� � / ,y� �
i
Wlll-I HEATED PAVER I I� I �� � �NpQ$ �� �r � (seEECEN Rn� NorE 62) �i '_ryJ� a "F�, � � / # j � - � REVIPSERM T SET RESUBMITTAL
'T '�y
' ��' � 111 - � EXISIING TREES TO �N�K �W� �"���- e y - i � y -r - -�=- - � ADDENDUM #1 03/04/10
� � � � ,� �� J o
WA� I - �° �, 10 A : 1 REMAIN-PROVIDE a �- J oa e� I � r - -
� � � � � IIIO� -� � TREE PROTECTION � � I� � � 'r `� � ���� I �ADDENDUM #2 03104I10
�� �` I I° � AS REQUIRED ° �� � � �, � �i �/ i
�° � �y ' �, � I ��rT� l� a�v� ,�
� rca rsa—rsi—
RiM3�-�ai�se ae F� ��I I � � I � I��� �� �N��AK TO�R � �g�I`�`�� sa����"� � so s��� 0 OZ ARCHITECTURE
INV IN = 8153 29 I � � � .. ' � �� , — �� � '
INV OUT = 815309 . /�� ' I�y4� — _ , y � �� � ais�e �t ���tas�'��,
SUMP INV = 815159 � liy � ¢ � - - - � � . .. � � � � I
I a _� I � A.�C ,' I� �- -_ _
� � � � - - - - _ _. / O � �EP � � = IRSTCHAIR
� ' U - pg p' UTILITY EASEMENT � 1 8
, ' � A�� - � + noN No i�szeo) �� " �`� � � \ /I'
II I I ",. I � — \ _ — _ _— _ __ _ � � �—_ _ _ _ � � RE SEENOTEI2 � — _-�mo
� �10 . �� , � �_ __ __— -� � `� � _ ' STORM SEWER MANHOLE � I —� s��� � ��jr--`�� � at�asz9 �����I��/ �i� �
� I � I � � �� I � �I�� � � SEWER MANHOLE MH 1920 '3� _s � '' � �� "�y/ �� � ��2i
/ RiM e�ev aiazi' . I �«a � 1 � ISSUEDFOR:
i. __.-�
� �� ---� � � � � � . 1� � �/ INV N - 87340' RIM - 8751 8� ry etr �� 14t 1
�/ � - � I \ � � � � � �j PERMITSET
� I' � ��i '� � " ' `� �1 � I � _ _ _ � iNV (s) = aiai.�' e" iNV �s� = aiazi' �ti � I ,�� a,a�a ��i
1 ' � 8" INV N 81422' €�s
, � o � � M � r iNV (w) = a�ssa' ( ) � 77 / �
I � / I i �n � - ' -, l � ° � iNV (NE) = eias e' �, qp s�/ I; <1'�
I � �1� /� ¢ ����A. � � / (b � � � . � �` " �i���� � ����z... I -a�2 � �S: � �� m.� �r��.: ., etaio-
SHEET TITLE:
DEMOLITION PLAN
GRAPHIC SCALE SCALE 1"=20'
. �a o +o za w eo SHEET NUMBER
( INFEET ) C 1 ■ OZ
1 inch = 20 ft
P\TOV08001\tlwg\Mastar�NDL-DamoPlan dwg,3I3I2010 9 1]35 AM,babcock ,
�
_ _ _
- - r " " AflCH11EC1UflE
z - -� pp,D
- l GE R
_ - - � � FRp1�CCA 1805 29th Street
� _ _ _ -
_ _ _ - � CJ'Q Suite 2054
_ _ - - � Boulder, Colorado 80301
_ _ _ -- - � f �� � ! ��� ACCESS POINT phone 303.449 8900
_.., " �� _ r �-�'- / ` •y \. �_��- _�--� -'°"
__ __� � _ _ � �" REGRADE dc RE-PAVE THIS POR110N -� ` - � `t i�
� � � OF DaST1NG ASPHALT PATH TO THE � � � PROPOSED_ i
= � �Z f EAST. PROVIDE EXPANSION JOINT � _ �HYDRANT � I � 1 ' � ROPOSED
� , _ , � - � BETWEEN ASPHALT dc CO�t Ci�EfE� � _ � J,� I �TRANSFORMER
� � ("� � - ' � c�a .- - ' f l _ - `� _-PRCSPOSED 12" � --_,_ l z '1��'= 1 ' �;
� _ __ 4 -�� ��=� � -1
ALPINE
� � ` � ' , _ _ _ f ,� � + ' _ f ! ,- 1 _ _ -- ._ R�G _ �� RIM EL-�VET�i.7 -.74.5k 4��Q . xr't ;. � � I�-- ".� -- _
� � � � � � 'ti � - __ � __ �o� __--- "INV OUT= 67.1 .r .5� �� __ _
n`']
� � I J J �� ' � O' I' I �� ! - _ - � �-f f d � /�.�.�I _(/ s /t = - �
/ �? � � -
' / � � �. _ � -� ' ' \ d O f I ! I O -
� ' EXISIING ASPHALT.»- � � �
,, � �..-._._ � _ ` __ � _-- PAlH TO-REMAIN ,� EX� .�. ° 5° 4. f2° d - ��� � � ENGINEERING INC
EXISTING mGE OF 1 � � -�i �-' __ _- - TO REl�AIN - � �.-�''� °- , °"� % . � � PROPOSED 12 AREA
� � �-Z� DqS11NG WALL 52% 7 � :-°' ! ` � � s EDWARDS BUSINESS CENTER
ASPHALT �� i ' � � � � f � � � j, 1NV��68.4 f� a~ f '� EDWARDS, COLORADO 81632
INLET 34510 US HWY 6 P 0 BOX 97
� , O �� � _ - " � _ �,��-' < �f -_ �- �� T� i ro �"' �,� I RIM ELEV = 71 3 970 926-3373 FAX 926-3390
� � Q� � � � °� ' -- !,�- """ = k Ek�`F ---�'R1yi'�,-�,� Y,,� � � ,���-�- = � � s �. . f INVERT 4UT= 66.58
I' '"�,. � ,n � i / � - �" n ° r _ `-- '� , Z �i `. '11-^ --";_. ��:^S':-r.;�,.-�,��,c^m��,�p� � .. �.,.' �_.�� �- � ( f
// �' �4 i V+ J i �� , f -� _ 1,'' � ,,i/ �r„_ .._---- -� r /,.� �� � !I ^I -s�� / p � B ' =�ai}� I
%� �� � ,,�' . .'�r��,,' I
/ a.� Q � f �i �"„„ ,Pr. / .�° °� , '' - ` � � _w.--/ _e�_� i ''-�-�- �+� I �s �'� � _A �]-F-�-,.
�� �/ � # '�. C� y ,i � r_____ .�-w- � '�.� ~°'� ".� _ � � � . -- _ + 77.8 - ° �- 77.5 _ m �,.76 5--��`� �" ' _ -`. -.- � "�jF -�,�, �=::_`-�
� ,-� Z � � ^-�' `.---- �°"'p _.- ` _ _- , _ �" � .'": - � - _ _ � ' V 1a �_°�� -"`-`s �� f _ µ- - � e+ p IN �6 T�-� PROPOSED 12" EA
r¢a� y,„.w
� � � --' -�--°� ..�-�`' � PROPOSED 15 � °� � PVC (0► 5� , „ '„� �P- � a r�' �:_-_
� �-�- � - � � '" �- � - Y --76.5` �� m LL II�_�..77 � � " � � °�`.�~�.�<
�, � �, �= i j � 39 LF PROPOSED 8 8 89; �/ -
1NLET
/ � ' � �,�� �� _ � ��� �'ACCESS ESMT , E � _ �� f � RIM ELEV�`-� 69. �t`�
,.� � � t� -}- „ < � �. �i�� V,�-��.
�� � � - � PROPOSED 15" AREA' - �rv• - �'� � � 15 LF PR�POSED 8 � INVERT OUT= 6 .83 -��,�;'�' �-� ��,�=�
� -'%� � � � � �..-�- "`-- _ " �'1�� _ ---1NLET � -'` � � r A' u -�� � � �� � 8 PVC � 5%� - 7 - � �'� r `� e. °��,�'�`�'`'s� �� ,,���"���,�
� � �
� i �``..,, � i � _ 7 -�°"'_ _.--- I � -_' RIM-ELEV = 74--rJ - � � � -1- � ' 7.�J � I1�+�8 � � s a � ���.� ��� D�QT� � � � � �&�
� °�,, �. �---- �- .r-�°' - _--~ '''T- �ItJVERT =--gg .� h .- / � _ - ' 75.5 �7 �� �.�. , r � �
� , � _
r--- � � � CONCRETE PATH SEE SHEETS f
t
�
� !
� ��a, �,
___-�- �- �--- . a 'I , �
� �� ~`.... ,�--.� __�__ _--. �_ - .- � _---- � °`�- �,. � ,ti�>�- � ° i _� 7g � � �- �' PROPQSED 12" AREA � 1''.s� ,� ° � � C1.08 dt C1.09 DETAILS �� � '� � �
..a �-- �-- �- ' I' ---- ---- y � �- � � " ` / / � � � INLET �� � ,'° � �
� � � ` ��-�-- _ � f � .�" ,- _._- �e�< �'�,. , A / � � � RIM ELEV = 75.8 , ' ���' " ^ � r` t�.. ____- - `�a ��
��/ -`�-- .� // / �` --� �% f � �!' 1 ' ...�PROPOSED.12 / / / 1�� � ,. INVERT OUT= 69.08 -��� R �°' -�`'`{ aa� 1 �"' . :�`�� P.���� � �
/� -� �_'- ..�.•--�- .�-� � y.--' s-- .--� �,/'" � � ROPOSED 15 __ --" _____" � a � ` ' �.��a-+°�'` •
�, /� � ____ �- ,�-' � ` PVC � 1Q% 7 __ = P��-�4, _ PLM�13 F�1R�T C �� �� � '� � � I
� DqS11NG EDGE ..�'` _--- �.- s` !� --�`..� r � / �' AREA INLET �z` ,�� '^, I'�
� � " ---�'"` i �-- � ..+'" r , , -_- °��-�-.�.,�� (J
/ �� �` OF ASPHALT TO � � � , ,�,�.�=,; „�° _-'"` �- s' � , l / , 5 -�„" n RIM ELEV = 75 - - , � � �I`�_` { , � �rtovoor�s �,�..�� �!
�. �� \ OPO REMAIN ,�r r--- �,�.�.` `��-- '� � � --� � "�' l� ��;- I ,�,J'��� ��;�+'�i, 1 �<' sa� , � � 11E� TO 6 M CH. INVERT = 69.5 SEE SHEET C1.07 FOR � � ; t 69" I , „ Q
�� �� -/ -�' ll�; - � ---` �--;'" ��� � ��'' r'" ';� �,. ..- ''" . / . � 5.5 IN� LEV 6 .3 CONCRE7E JOINT . ,�� � 54 LF PROPOSED
�� % ,,� PROPOSED STRIPING OF I�IG�IT d�LEFT-- .F-- ��%``;��'ta� `�.l\ "a',�, -`��r,,� ,.-- '-� , - , 1 _-'' PROP"OSED'l15",°�' � , _ Ul(OIIT � DETAILS ' PROPOSED _ , 4
�� �[� _:,;� �f]URN LAN�ON EXIS�'T1NG ASPHAI,T �'`� ! �=%'N.�;'�'-� _ J �,+r ,,�; ;" � �..--�PROPOSED 2 X3 � .�p,fi�EA IN�� � 73. 67. � ° __ - - _ µ ` , c � SDR 35 � 8% Z
�- � ' ° s�.3 BUILDING .� It� 4 �I
�O�C�►��"''� ''� -�-�, �-�� � ' / �,, .--a,=� ��,} � 3. � � �;_ �f CURB I�1LET � Rlld-E-rEV-�67.4 , 5 � � � a Q . _ . (FFE=8187) ; RUN 6" DQWNSPOUT PIPES g'� , C a . ° , aNS� 45' &
`' � !� � �' / � / � � ,��4 ` ' �'` • �,'TM%` ,�� �,` - - - RIM ELEV=-6T.8- �FIVERTS = 64.0 -/ a � PROPOSED 1 -6 CONCREtE SEE I�AECHANICAL PLAN z , -y e .
� � ��' - �, ` ;�`,'_- -'"� °--_ ,��`� ��"� -'" ' _ _ I WIQ'' N ' =63:8�-� � � � ' ' I 2gqP��1 p°� WALL RE:STRUC'R1RAL FOR M1.01 FOR SNOWMELT t � � 2� AND INSTALL 45' WYE :; ;` ,�� - BEND FOR A �
�� '� °� ,� END CURB dc GUT�ER i�� ,l �,�''� �" �� ,-� � � ..i� , � ) � ..,� , r �* e j_ _
�O a�,,u =�:-� , � �.._ � `_ � i _ �� . . � / y ^ ,r y ! � NON 6E2.35 NS TYP
/--� '� SIDEMJALK CONSIRUC710N�AT PC �'�.::� � �� ..--- - ��C ) _ �` ,- � x,� ,°,� -a �z s� & BEND AT ALL � ��l a
}' �� � -- lL - '� .-�"' '1NV �-T SE 63.3 SNO EL a DESIGN ZONES. MANIFOLD AND ���R�Y� �saa� U� ( ) �
���w� l --° ° J' 7U81NG LAYOUT'5 CONNEC710NS (TYPICAL} _ 1�. O
�-'�"1 � / i�� � OF PROPOSED FUTUf��S:,/ -'1 .,n--PR�SED 1 �6�RET/�JNIN -�` �' � '� �`'a � �` 'TRANSITION FROM WALL , � _� 1` ' wv �.r ,� W �
�„„„ �� ,r�, ____ � �-��-�qS11N GABION WALL TO -._.---�'" _--- ; I�I ,'; , , n_
i ._-_. �;.� 1 I � � � � Fl20NTA / � .� � � , wAU,�r�c�r sui4n � __ �'� � , � -. - ; � � , ��t. a � �
��� � ���� �� R ER t�iR�'�FROM 6' rL,� � �--���. �. �IAIN-INSTALL IYIS���'"'" 2 ' ".-. -E�NTRACI_'OR) '°� °�'"` ___-._ �. � � .�. g TO CURB dc GUTIER , _ -- - � � ; � _,� �°-= � �ti .��-
-� rt i � f � �� � �- �- � ___ ,,�-- � 7.3� a 67.2 � t' - �
�i i �RO 3 � ,,� BLOqC V�NEER�(WALL�18�--- _ �._-- -_ � - a _ - - " , � ` q___, _�-, : i k �,-.,_ PROPOSED 2"
= `' �--_•_ ,.,.�_ �/ \ � � i � � � ! ,,'';� -_ - �-- i�i,` - % � � . --'�� -� y a __ d RUN 6" DOWNSPOUT PIPES � _ __,.� j I � ��' Y�riE` RIM ELEV = 65.8
- DaST1NG 18" � � � _ _--~ . �- �- � d _
� � �__., EXIS11NG ELECTRIG .6� � �-� � PROPOSED 2 , �` � �
� �� co � ` {�.���°���-;'� - � � [ ��`�" ��r_ �„� � T:RANSFORMER�dt �-'` � `,� _ � - ` � CURB AND GUTI'ER , �, �� �� _r� ° . .� L
� � CMP TO REMAIN E � � � � - . -;'`�"�� �,�`� - _�- �- - ° 6 2% AND�INSTALL 45' WYE , � . µ . ls�It�T-� 61.51
� �" � � I � 4 �..�-� �,: c..-:-:`_�-�-`-'`�� �,w�' r _----� � PANEL TO-REMNN - � fi��� _ � ° TYPICAL ,.� -w-�-6 �� � �.. _ . �
•� � � � �- - � r�.;��,.. , �,� � - 'R - - -$ & BEND AT ALL , � � i T s , � °.. .
� I. ,, , .;f,, � � , , ._� _�_ DOWNSPOU ,a O
i � T1E INTO DQ5T1NG � �,,..�-���• , �y�:�~..� SEE-WA`C�RIa4�S �Y _- --- ---- _ _ .. T - � _ _� 71 , ��, � �, , 21 LF PROPOSE
� � -�' �'� ` ';j�"t�'� - �� PROf�OSED` 'X3' � � -� m _ � e CONNECTIONS (TYPICAL) � � TYPICAL ''� ' 1! � ° �
i � STAIRS/SIDEWAL.K � . .°�:`� :,�+k�',���. , :�'- .,,, �/� � .,��s' TEf�I4CON`FOR WALL �,� , .�- .�� � .a / �_ _ - 3s '� _ --_ j � � t�y �1� SDR 35 � 2%
�� / .� , °t�,y=`:--�'� :,,,.,,,f,i!�',;'`?� �CU�RB=1NL � �INFORMATION dc-DETAI�S � ''/�i -1-71 °� � __-� - � ,_ _... 616.6+ � _ ` ':,r ��..,�y`I' -,� � _ i�; _ ,�-,.� ��'- � „ �
` '�� � INV=62.3 ' "
� , _ f �� .� � RMA`ELEV 66� r ? !} yf ° - a 2� 67_ f� ,,{y_ 7 i _ -,,, E p `k �� - ,��,`\`� „
'` � � r �,'r''�e�,,'"�-� � � (WAk.L`S �°dt,3), �. -`_� z� a� .�- � , _� ¢ � -' PROPOSED 12
Tl� INTO 8 MECH. - -�.= AREA INLET
\ 25 - • � $ION_JOIrIT � IIVV OU�'{�)"= 61 4� _ . r..= -�--. -�---.. 31+., ,, 5� �� •3 d 6 .5��, u � �� _ � - -+ - r �n., ,t� _ .� °l,�=�• �
� � �� '� CURB GUTTER � d �� -��;;��, .` /r `^� -%�>'l � -°` .-_°"" � "' i - ' � ',�.\ � - �' �\,, ,� j, ,'�� � _-��,�5 7 INV ELEV -'62 �., ° �; �}' �� '�� � `'. � w, RIM ELEV = 63 �
� � �`� °�� + ���'�. ,�� if � ,..� -°.' � - -- - ` � +6 4 � g ` --- - - , �_ PROPOSED�_.-8" PVC � 6.1� �F _ � .
.'�r Y„ --�,l- % � - - � - ' _ --- / J� "_ � ' ' -- - , ,� �L t _..�. _ ���. `�`��� -t� _ . e INVERT OUT= 0. 9 � ..
- - - -� _ ,:
6 �f!l' . -T - r _ r r
� � b1,-.=--�- ,�.-- , �, _ ---- -- � / ss. � _ , - . , ' � �4s%" �, ��. - -°-° �� - . ` `� -
�° � p f•a ' a ,�,NV -�-=_� f``�;°`` _ `� ANSITI '�� % � I� H � '� -%� ' TIE NTO 4" MECH. -`� ,' `�� ` 47 LF PROP ED 8" �
�--�°- � " ^_� ' _�-' 2 5� 4.8 � i�
I� � � .3 I.E.=61.21 �- � �
' \\ E REtOCATED '��� .��a `'�)��!��` .�°--- f ,' ' � i s9 � 14' � SpiLL CURB �,' y� � !}.66.2 ` PROPOSED � ,����: � W/4"X6",REDUCER _ �. - " ',�� �, _-,�'. s -_ + 3,
�� �� SDR 35 2� �
� H RAN,�„ a� _-�- _ ° ,-- � � � .� � INV-�2�29 � SNOWh1EL �• � "INV ELEV`'�63.0 „m __ , � �3.8 63.7; /' �
� � \ Q _ . . ,�--70 �� .._. s- ~'_`" PROPOS D 30 I ��� � T - ° � __-- , °
-�`' �s ''-°�` ___ _- .� , ,' - �- .5 ' °. -„_' _ °PROPOSED 32 LF 4 � �
� j \ �, .__ s '� - - � - . . - - � _ �,. - ' ACCESS ESMT. 0 ��. CF -,�T .. +64.55 I-'5 � � N 2 RCP �
�,.� � pp 1- � -A.� � �,,{'�, -,�,�ti��.. PROPOSED 2-4 _ -_ � - � PROPOSED 32'X50' INV=61.83 � 12" 2 s% _ 5.6 _ � 6ti PVC � 7.7� , + v, IPIV' .58 - �TH OF LANDMARK �
.,.•- g• q�� � ` �: .=�.-=a,:�_", h:� > - �"MSE WALL (1A) `_ • FlRE STAqNG AREA � , "'µ'`� �SpR� _ �6 ' '��y CONSTRUCT ADA RAMP �, ` 4 TY
� � . _ .z� D . M,s�nor, �o �oPOSEU ► s � �r{ � R ����
�,. � � ,� , � -`'"� 2 ° CATCH CURB �g• SNOWMELTED � - , _J 3 z� ��,� I A .=61. 4 3� °' PER DETAIL , : a �-�L ���`��-`�{_A:�_ ,� �"^` .- �,�-
2 � ` :.;;�4 � , ���`�_PROPOSED-
�'"� REMOVE EXISTING � � � � �i` ' ���-;�� ~ _ a , �-�- ±� �=-�, ; � � � •� � � Pi~ ---- . _ _._ � -� " �', � I, _; ,-r;�t��
ASPHALT � s� � ' � � � ��''��� �• 6.�CONNECT TO SUBDRAIN j � � u
INLET � � t� � �05ED Z" PROP05ED 12 3% � --}> 67.8� <� { S.8 . , � '€ ' � ' ��� 2 LF � o ° ��. -- # �4,'�:'�"�'` tJ ` HY�DRANT�
� i � ���' � g,,�'--��11� AND GUT1ER SDR 35 �+ 2% 9 P ING � fr7.3� �� e � �� �� 9 ,-�' � �INV=,,6(� 81J� 3=T > �;,I 65 - ' _ , -- ' ;..-- �' j� - `�I' ROPOSED 2X2 INLET
�-�`' � �w, � � ` � . � ar� � �`ti �i .< �,
�� _ �.., �{ i - . .
5. � SPA ER � � � �g t i � � ��,�^ � -' ` � �sa?12"�SDR 35� � � � v�y�/j`�•RIM 8163.0
/� PROPOSED 8� Q �5 � �` <� • r- ' ,� � � 1 5� s �,�""° . _ i , w
p ��� CONCREiE PAN � 1 �L�'4 �'� 6 - Q� I"�\` ' °'+" 19' /"s�wµ, :>. ROP I � � v� °� } p �� �-� 5.5 -�-� :2 6 �����--�,__ LL �`� � �� ��,,� - �_ ,�m� _� - �_` INV. IN 8 (N) 59.15
�� EMOVE EXIS NG � 3 - -.-�_ i � �--� s :.� - =� � - ,��,i!!;�±��,1I� . ,� ;a �", - ' 3 . -
� � %- 'l , ;� ,, � INV. IN 6" (N) S BDRN =57.0
� -_ _ ,, � INLET & CAP ENDS � - -- -� _ . � �.\ 1 O 6:`7 66.8 _ _` __ -'-°- " , 66.3 ' ,+ -- , � , r ` ' � 3' ` ,_ � INV IN 12" (W) 56.0
� mM -,�. ` _�� .5 r�� , ; -�6a..a>�f ,����+saa_ `- � � \ ;�1� .� �� n
�� � !, - - � ������� OF PIPE W�CONCRE < �� , � ' � >t, - , � � -� 0 � --- �-- - --- -- 67� � �� ' �65. 65. _��a +,,�._ - � i �` � �1��- ��Jt , ,w� K., Y OUT 12 E) 5.8
� �.
� / �y � � � , � --- - 6.8 66 - ---�= '-� � �� ' ��� �^ �� PR�OFOSEQ:�95" AREA INLE 1
� �' EXISIING 2'x3' INLET TO � �� /=a,� ? - �" �'�`` ' � 4 - _- =1j` N u,�� �-- -`-- -- - _66. � 664i EX '66.8 _,_,�--.._.- + e -__�_ � I �w - _
� � _ e' ;' _I''W- ���' ' ,��,��=�,����� ---�-- '' , 66' � I 2� _ -.�,-,�--�.r..'" 63 t ATCH EXI NG ,.`t �r ���� y `��IM ELEV 63
� � REMAW,-CAP NORTH- `�3°�' y �� .��,.��.„��„�, ��„.�� �, , _ ___._..-- - INSTALL --_,;�I,�-� z r
+� � '� VERT =t 55.6
� END WITH CONCRETE ' � � '"`..�;� , , , .5- � - -. , - _,,-.----- s� 64 s3 st �-- 12"X12" " E PATH GRADE r��P ;;� � �� , ���
� � -�a�� ` , _ -. --�""'°"�""�` REM_OVE EXIS11NG � ,�, ,
��� - RIM _ 8161.86 , � �� ° � � ` . ` ~ ' 6 ' �� I ��-- --_--" _ - _�-=.�.�- _ � L.ANDk1ARK��s�o _____� ,-z STAIRS�_ ` V = 57.94 � -- -- ���`�;��,�'`-' �� '�u�` REMOVE�°DOS7ING
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�
�f / s�� �" _�-.-,= ..�.�-�� � _"' » 67 � " - Z � O 6 . 5 5 6 NECT TO SUBDRAIN 4 `w 3 J, z �i��`_ _._� , �'�='
� EvE / REMOVE DOS'i1NG � � � ti � v"`���-�
� fi � v� �� PROP�D,12 � � 6� 8 6 g 1 � �
r.� s INL.ET
/ �� / � 6 3 3.�" � SOR 35 Q 2X� � 67 3 . 2x � �r � � ��!l� � .
�' E� /sv i E" � � " 5 5 M ,R�N A 67 5 IN .81 65 � 2+50� -- - ^ �-'__ ,, w , �,,�ROPOSED 2 X2 INLET Q
yE�E� /Sa� S/�AI-CUT BACK 1'� MILL. ` l � �5 � - 6 F - ___ „ n �,. , - , 6 2 s4�12 SD L a � �. �;, � � � -
E s � . 6 ��� _ --� � , + II,NV. IN 616�N DRN 57.0
r INV. IN 8 N 59.15 �
� a�� � ASPHALT AT�PROPOSED CK � ' „°' �� ,- __ _ 66 7 66 8 5 65 5 � �* � \ + , �4\ \ /f �4 �
S �� REMOVE DQS71N 6 3 s� � //�"�-�a- �- 1 � )
INLET dc CM ENDS � � O
/ � PAN & CURB APRON � - � + 4 'i ���` �� I��' `'` � � 1 ' 35.8
1 7 66 3 \ �,� �;/ '����� �� � � INV IN 12' (YI� 56.0 �
/�� �i� 1 PIPE W�CONCRE7E „� I � 6 8 67 �6 I 66 ��65 9 65 5 � 4 4 _,/ `; i;, ://1,`� , ����u�� � � \� ° �. } ( a =�:.
i . y � ,, 0+50 + I - - � 1 ; I � � � �
DaSTING 2 x3' INLET TO I � C'� 66 5 66�t IX _ �ss 8 _. _.--=--+ a `�- � ,' " ��POSEd:�15' AREA IN
� �
� � �� REMAIN. CAP NOR7H �' `� 1+00 5 66 � � _ - _ _ -�...��.�.�--..�¢""''_,'_ ¢._... _ ----"" , s3 5t� INSTALL ` , �_ �' -�, ;; -�:`a��` �\ E ��: ,r'�VER� .6 3 �
/�� END R M G 816�1.86 �� _ � , . 66 6 _�___ --- ---�o `�---------�------�-_�," 76 0 � s� 63 sf ` _ 12'X1 ' � �� ' r. �'�/;���(/ I \ 1 `��t.; ��� �
s � � `�' ,Ii��`.`� . I �--- _-+--- -- V � 7.9 - •- �-_ E: � �_�� \\ � e �„ 0
� � INV IN (N) = 8158.36 �-" � .�---- "w_ , � , -...:` �-°v"t��� -�.-- � � _ _ --____ _----6 0- ____--- _ f -.._ ,� � �
INV IN (� = 8158.75 � - `,,f , ��� ----- � - �'J`, _" __ ��-_-��---- ��`°�� OT PLACE d _ OPOSED 12 _AR INLE75
6 �.-_:�, ��_ 6- o „+--._1-- � ° - r--�o:_.--e-�-__-- � , ,
� / ti`; -�`,"""'"'_--- ,� , "` � . � . �..�'�`���5�` `� \ _1��� 1 �
_.`� i_�-- 1� I OR B�RK ADJACENT TO ��M �V �2 � � Q
INV OUT � 8158.16 � � ~'"���`�:���I'i � -� � � � . �, ° L� �_ � - - - - - -- i�- OR ROUND AREA IINLETS- � PROPOSED 2 X CU INLET' INVERT OUT 6 P� 59.5 � ���.;�� � � -�
��� �- U
� � _�_`�s-s� �REMOVE�D9STIIVG , �� ' _ - - - � - - - �(INSTALL 45 dc FOR �.��`z- v �� ��
S U M P I N V = 8 1 5 6.6 6 ` � R I M E L E V = 8 1 6 4. ---
( � ` - - _ _ _ _ , - - - _ �,-__.._.�.� 12 INV IN (111� 59.8 � - • ; �T.�~ � � �, 44 LF PROPOSED 12
I � ' 0 EXI G = � 'f INLET " � , �^ .- • - __ '35-TYP CAL TO 12' SDR V Fr'��� �� � , csoo�o;zu , � � � .,
M J �
I ��T CE - - � �' � � � "`�� 8" INV IN`(SAND 0.6 } � �
` � 1 ,, S�nTM t�' ❑ _ �_ ___ _ _- --- �. �. �. `'� - -� __ �_ _ ) � \ .
� � �, +,q ,,.�,� 12' INV OUT"(E)_� 06 I `` � � �
� r � _ _ _ �_ ` � n , �-�..�m�,� I _ _ _ ^ � f _ _ 4 ! � �� �,i� `� �„�r- , ■�
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( II� '-�'---'" � -- �____ � - - � �� �_ _ _ ,,e , RI ' 59.�
� _ � �,.. `"t� ` �� % 'I�'�\ _ PROPOSEO z'x3� _ __ . - __ - _ 'r�`°_€- _ -��7 ��`���� \� �NV N i 2' (N)�- 54� � �
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� ► � � � �� f �� N� �� =0 69 �NDM ;�� �� � , �,�� '� _ � _
� � �, � I I��, INV OUT (111� � 60.49 1�/ I ��. - -- `� ��\\ j c���-cT`'�
v c�o� ,.� �P ,;.�/�1-� �'� 'i � �'1��!,'�'s \1 �/ �
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Z�X.3� INLET I I � FI �"-,.�.,.,`��,If� ��.f� �II�' x\ ( � �L TEL--�TEL-T5L --`--.----
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�p �y , r�;� A p�R _� -T�L� ��:� � w ,4 -��
INV IN = �,�.� , � � y � � - __- LANDM RK T y e=;,�;�m , � -�:., ,��„_--- ,
INV OUT � 8153.09 �`' w _ �=-- > �-8' %
SUMP INV � 8151.59 � ��_ 1'�. ---' I I�`'� � �'I �_ f� , ---1 ---- -____ °r-- ��`, \ �,� ... � �-��� �;� � ,��=___
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D R A I N A G E N 0 TE S oW ED ROP SED
� 5fORM SEWER ° o `n
� z �
F- cD �n � �n
1. All storm drains and culverts shall be constructed in � � �� ~ w �
Z � � �, � J ,� � �� PROJ. N0. 17030 00
accordance with the Technical Specifications and TOV m � ii ° �"�, W � � � � z � ii �
specifications. � �, � � ���' o°' o z °� °m '� ii a J -�z DRAWN: JEB
2. T es of structures refer to the Colorado De artment of � � � � � � "' �� �' ° ii �� '_ - � ii W z �~
� CDOT S ecifications � ° W �0 °°� � � � �� � v � N �� N W ¢ ~ �
Trans ortation M & S Standards, , �, �- �� w N w w
P P � � z ��n ��- ,-,z� z z o � _ c`'�o � °o '�
or are � � � �, �, �o �, �o �o � � � o > o 0
included In the details. X � � u -� � ���o - �� - ,�o - ,,�o X � � u I�- �- � � Q z- Z w w N ^^„" � � � CHECKED:
x � II i� ,ci o �n �- � r r� ��in �in �in x� � z z z z z co X� ..
in ic7 in � � � N .�(n � O O m � � N t() N J U'
N� II cn N II .-. "�ao ap .- � r ao r- I��" N II � O o O o O o II •.• � m o�_ - �n �rn
3. AI ine En ineerin Inc. assumes no res onsibilit for utilit w � � u � x ° �� n u � � u � �� � � ii � �!z z �Z z �Z z o Z � �z � w�- oo�� � o ° o��n: N APPROVED: KAK
P 9 9, , P Y Y o w �._. o 0 0 o W �i �i ao � c•r �
r w J� p W �.� N Cfl�.-. II � p W 0 W� II 0 �'-W �-W �-W w� - Z (/7 W� II W
locations. I t is t he Con trac tor s res onsi bi li t to fie l d veri f t he cn?w � w�>v z W > w > �� w J> n w�> ii W Z>�� zl�m Z��m Z�m �w � - � �m �W w o ii z z Z � v,w �n�� � �
P Y Y � J � N Z W � C.�00�v�Z N J I- (n Z W �Z J F- �-J � �U �U �U �J Z � Z O O� �- � - - _ O �J F- p Z �
w o o � � z �- o o-�� o- o z w� w�3 w� �w _ � o ��,� �� n ? o DATE' 10/30/2009
location vf all utilities prior to commencement of any a m �m w ? o � ii Z Z o � W� �Q w� �Q w� ��m w _ o o�Z o Z o Z Z - � �� � � > > > > W
o�� � - - � o w ow w o� a o � - N �' �� - - - - �- �X-
construction. ��_ o� � W ow o� ZW zw zW �- W zzzz �> � »
ac�� ? ��� » � »>� � �> ���> ����> ��� » _ o�- _ o} _ o� �- N' N _ �- - in � iC7 z zz REVISIONS
4. All drain pipes shall be installed with the required bedding. 8180 a�� ? ? W� z z z� � �? a Q�z �Q�? ��� Z z , ��� ��� ��� �� � a0 � �� ��. �. �-�- °-w� - -
5. Elevations shown are at pipe invert unless otherwise shown. PERMIT RESUBMITTAL
6. All standard storm drain structures are sub ject to � � ADDED MINIM CovER � March 4th, 2010
modification by the Engineer to meet field requirements. 3.72' $�80 - -r- �2" soR 35 PVC � a�80 Q ADDENDUM 1
7. Maintain drainage away from all buildings. _ _ _ _ - - _ _ _ _ _ - _ 2 43� _ _ _ _ 2, 3 2, 3 3 3� (TYPICAL) , 2 March 4th, 2010
8. Contractor to provide Culvert Outlet Protection (see - - - - _
detail) at storm drain and culvert outfalls unless otherwise 816 " a �5' SDR 35 � 2.3� � ' ° �
� - - - - - - -
noted. -�pq, - _ 3.s'
9. Inlet boxes to be oversized to accommodate pipe size ° . - - �so 00 OZARCHITECTURE
DATUM ELEV 8160 .
where necessary. Provide AASHTO HS-20 truck load rated 8150 00 STA 1 13 50 ELEV• 8162 9 2.50� 12 S R 35 �
top slab to accommodate grate and frame for oversized sT,a �+3 ELEV 8is� s3 STA: 1 66 34 2$% -2.0��2 csoo
boxes. `� `�N °'o °�° DATUM ELEV ELEV. 160.81 12" C900
10. All Reinforced Concrete Pipe Joints shall utilize plastic � o� �� �� 8150 00 FIRST CHAIR
Gasket Joints which shall be in accordance with AASHTO °� ��o �� �o� � STA: 2+31.30
ro ao o c� ELEV: 8157.43 � STA: 2+58.13 0 0
M198 and ASTM C443 (standard specs. for joints for circular � � � � � � ELEV: 8156.7s o �o ISSUED FOR:
concrete pipe using rubber gaskets) o+oo �+oo °� °� °� � a0 °� � 00 PERMIT SET
11. Pipe lengths indicated are slope lengths measured along
the centerline of pipe from inside face of box to inside face PROFILE STORM RUN �A�
of box. o+oo i+oo 2+00 3+00
12. Drainage facilities must be inspected and maintained as SHEET TITLE:
required to assure the facilities are functioning properly. PROFILE STORM RUN �B� STORM SEWER PLAN
13. Contractor shall comply with the terms and conditions of & PROFILES
the CDPHE Stormwater Permit.
GRAPHIC SCALE SCALE: 1" =20'
20 0 ,o zo ao eo SHEET NUMBER
' ( IN FEET )
■
1 �.nch = 20 ft
P\TOV08001\dwg\Master�NDL-EHU-STORM dwg,3/3/2010 9 52 59 AM,babcock
��r -
�
�Fo-�r° cws
NOTE: ,� `.�-,�.��-� ������---
Po `� �c�sJ cas
��� ���c�s �
1. EXISTING UT1LI71ES SHOWN ON THIS PLAN HAVE BEEN FIELD LOCATED BY U1ILITY ���f��crv�=G �G��--�GL��Cd��� �
UNDERGROUND LOCATORS AND INCORPORATED INTO PEAK TOPOGRAPHIC SURVEY
PLAN. DATE OF PEAK TOPOGRAPHIC SURVEY: FALL OF 2001 TO SUMMER OF 2002 Fo�--�'�cr� `�`� ces��"� I
AND THEN UPDATED JANUARY 2008. �f0��° �c��cr--�'
2. ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE —`"�-��'�`' �,���� �G`� �-- ' �D �
COMPANIES, DURING 2001 TO 2002, NO UTILITY LOCATION UPDATE WAS DONE �'�� �c�f �,,,.r..-—'"
DURING THE TOPOGRAPHIC UPDATE IN JANUARY 2008. ALL UTILITIES SHOULD BE �,�,�—�o�� �,��G`�— .---�--"" ,�-(AGE RD I
� VERIFIED BEFORE CONSTRUCTION OF EXTENSIVE DESIGN. ALL UTILITY LOCATIONS ��F��'0 �C���.-�°-°° � �R01V , ��l-�'� �fl C N I 1 E Ct U fl E
SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCT10N. ,��'�-�� ��-��--�`� O�H PROPOSED �,�J�"��
3. EXISTING UT1LI11ES WERE NOT POTHOLED TO CONFIRM THEIR LOCATION OR DEPTH. �"�`� -�g0 C��°"" S � TRANSFORME������
fi 4. CONTRACTOR SHALL PROTECT ALL EXISTING WATER LINES AND U11LT1ES TO REMAIN ��`'���0�F� ������ P R O P O S E D P R I M A R Y E L E C T R I C G•��G� 1 8 0 5 2 9 t h S t r e e t
DURING CONSTRUCTION. ��'° �o��0 �����""
��'" ��� ���.—°�'` (2) 6" CONDUITS FROM VAULT ,�����` Suite 2054
�v�'��'F0� �c�,-'�`'`� TO TRANSFORMER r,�s�y \ EXISIING CATV
�� -�"�� ° �"��G��� 32'X50' FIR� �" �G� ' �' � � .�.-. PEDESTAL (TO REMAIN) Boulder, Colorado 80301
�,y i�° ��'�0 �:�es�`""''°� �1.
�,,��- �� ��-�...-.-.- sT ��€A , � /^ � phone 303.449.8900
� _'
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, �I /FU GA5 ....- �- __--- r a
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�'4 �� ��/ �...-°' Z --°'�sr,s-!"`' a ,^.�.- ° _---- "EXIS-T1NG QWEST' °� ,, �- -°.aw�T°.�-��.- - 3 _ __ �E��T�y ____, .�- � -" �h' LOCAl10 TBD BY ARCH-WAS NOT
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i � �- -� � .i Q�1 / /' � �� �,►L�T�,� � ' C `� MADE A AILABLE AT THIS T1ME
'C� �� /SB'� / ^,s•s ,r,,-° Gl►✓ `� / ! ! ,s / �� T8L TE �.--,— ELGC � ,�' w fl —�� '�,�:��
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c� � �e e.- -- , . � _ � , � L � ROOM F s " .�� a�. �ti� a`�,.
�� , � -� _ ,�.-- �--r l,i�� , / � , A.-i'..- r � ELEV MECH 1 MAIN- ONTRACTOR TO POTHOLE �,� ��'��F���`�,
� CUT TE INTO EXISTING 10 WATE .� �
�,/�� � -� .� .,--- EI.�CT�G-� 8 G" � f�� .-r,r �,�,� �,-� �pN/ � � t�� ,�a, .�. � ,�,� ,
� .- .� _--- ---- r-- - e' SeL ,'� PE �- = 8168 ROOM �_ �'�� �
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i� { �� s} � �� � �
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PW PW PW PROPOSED WATER MAIN ---,-�r_,��..�.,.._.�.. �.,��..�.... ' e�D � f� 4 1� �-�.;, ,�x�, I1,;,;--' `����i
� �"r' y �-_., � { �" -;��� � ;��I REVISIONS
- — — — — — — - EXIS11NG EASEMENT ..--�- - �f � --____ --'" �` � ,;fi �`v , ,
EXIST1NG BUILDING PROPOSED SEWER SERVICE , a _-- - - ~ ` i � _ _ � -- - UO '�,4 I � I � �� � -� ', - � �� ` J t\�/�� PERMIT SET RE-SUBMITTAL
'-- — � ��� ____ ~- — _-- � I � � �����%'�'�' 0 ADDENDUM #1 03/04/10
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3 f � I
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rnz raL r� raz rsL EXIS7ING QWEST TELEPHONE ■ ----- -- _, `� " ° �� �� �� _ '"� � ��`�`�� {� �)
� ��,��'�"��I�� �l `��'��, ,:`'-�` �_ \\ � �' � UNDER/THROUGH BUILDING �'ir °p � =� � <�}� ISSUED FOR:
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NOTES= �--'� � - ' `" -� , ' - - `i-i -', `� I
1. The geotechnical report and e-mail address specific concerns associated with the building � ` '� ' r �, i "��- �'1� � -- �
excavation, ' � J � �- : ` l`�``` - r��'T � � �
dewatering, subdrains and backfili. It is the contractor s responsibility to adhere to the , � �/ � �_� - , .
recommendations of these documents. GROUND Engineering report dated April 23, 2008, Revised _- , „� -� - - -
�'-- ` �
Recommendations in letter dated Dec 11� 2008 and e-mails dated June 3rd & 8th, 2009. -' ' ' �,�-� ` 4� r � , � � ��
=. _ - ,
2. This plan is for subdrain construction oniy, refer to structural plans for all foundation infiormation. TH I S P LAN I S N OT FOR STR U CTU R A L - - ~-'; ' � ' ' '' ' � e m. � �� -� r,�_ ,�s� r�„ � �"`�_ ��'-�=-���� 63.99
� � ', _ _ i i Q ,�..��.��'� T.�� � �`-��
3. Subdrain information on this �an was desi ned from the �atest �ans received from the structuro� INFORMATION. REFER TO STRUC�I�R�AZ. � � � � - ' , ' ���"� � �� � �`=��
�
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, , �
�
engineers on 10-26-09. Revisions to structurai plans after that date need to be added to this � � /�r ` - -- , � 64..q.$ � .� i � � � � � .. � � � �' �
PLANS F RUCTURAL IAIFO�MATION. ` , _ _ _ - - , � - � - � i _- , �flCN11EC1U�E
, Plan. �� 4 _ - 1 .. � ..' " � � , _ - - - - �
�� � � _ - � � i .. .. - - �.i- - i y � 1 €€� �----f 'I
4. Subdrains need to be installed behind all walls whether they are shown in this plan set or not. � , „� - r- e� f � � a ,�
i f �� , � � ----��--���-�����` _ 1
� ` �.�
� 5. Extend ravel from wall drain to i e subdrain, see basement wall detail this sheet. � �- !' J � ' '� �� I - �- _ L _ - I � '�� 1805 29th Street
9 P�P � �. .-,- � - _ - - � �.A
�� �' � � � �' ----- - -� _--^_ ~ _ � - _ - -� �,',,r-- - - ti � I 1 a� Sulte 2054
6. If utility stubs to buildings are below drains - cover utility stubs with clay. �i �, �- J /� �� _ - ------ - ,,, ' � I i I � �� 4 I I � � �� I Boulder, Colorado 80301
7. Coordinate construction of subdrains with plumbing plans� contact AEI if confiicts exist. /� �� � ' - -- - -- -REFER TO BASEMENT � f 64.62 1 I �oo�-o° I � I � '' � i I �-���
� �� , ___ _ _ - -- � � I � � � �� I phone 303 449 8900
WALL DRAIN DETAIL � r T O 51AB I I � '� � � 1 I � �
8. In areas where subdrain inverts are lower than ad jacent bottom of footing, the pipe and screened .•✓ � � � -- -; � -�- ' I � � ' ` I a, I -� �� '- ��
rock are to extend away at a 1:1 slope to stay out of footer compression zone (see details this _,.� %� _ - --- J-� � ' � , � •��- I � � � � � J � ���� � �� I �� � I � , � _ --�--11 3
� - - - � � I ' ' � �� � � �, �
sheet). - � /, �i �i 65.36 � m - � � '�!�!! '!!'i!!_ - - - '� � - -L _ J ' '� I � _1 C� �---� - J _ � � 1 0 �, - =
_ �_E.
� ��
9. 12" minimum properly prepared subgrade under all slabs is recommended by GROUND. �- � / 'i � m �� ��°°���m- �' `� _ _��==-�J I �� I �` I ^ � 1 r
� � �/ �/� � o m��' �- - - �' _ _ _ __ _ _---;- - - r�- - s I��I � ioo�-o„ �� � 1 �� I
,o. Pipe Notes: , , , o% �- - - - - - - - , �� T o s�e ► , �� ALPI N E
„ � , 1 . �m, _ _ _ _ _ _ - �oo�-o„ I �� I
a. Exterior subdrain piping to be 6 SDR 35 perforoted rigid PVC. / �� � _ - - - - -�- i � � „ � q;3
b. All gravel to be wrapped in Mirafi 140n ,� /� � �����-- - _ _ _ _ - - - - - - i oo�-o° BOF = 65 � r o sv�e � � 6 PERFORATED PVC �,� __ _
c. Waterproofing and protection board re: architectural plans. / i r_��-- =- --- � � � T o SvaB � � ��� �--'� �` I � � x�� _ _
d. All subdrain piping slopes are at a minimum of 1.0�, unless otherwise noted. i ,� �__ _ � -- - - ���� � � � � I � 6" P ERF O R A T E D P V C , ,�, 1� ' F} � � ' � r`'--` i B O F = 6 5 � I � �� 6 3.6 1 � � , _
� �/ /�r .,r^�f�J"j+'�, � �i � I I , � F , j `� I I - � I I ' �� (�q � -
11 Exterior subdrain invert to be a minimum of 1 below �nished floor. / PROPOSEDil5 AREA � .�` �`� 1 � � � � __- , ' ,_- r - = - -� �- - - �1 �C1 _ � � - --_-- 'J _ __�-` �,- - `�� ` � ENGINEERING I NC
i INLET � �`�� �Q�° ♦� � � � � REFER TO BASEM N � ; I � I _LL-_----E��-`� -1 J �� � EDWARDS BUSINESS CENTER
12. °free draining gravel" on this sheet and others is defined as follows: minus 2 inch aggregate with at / -``-�''"`1-- � � � � �
RIM EJ��V = 74.�J � �� - � ♦ � � � ' � - - ° � I � T �'� 34510 US HWY 6 P 0 BOX 97
least 50� retained on the No. 4 sieve and less than 3� passing the No. 200 sieve. As per / �;,�'% ♦ I WAL-L- DRAIN DETA�L � _______ �� -- -�-��� I � 1 � EDWARDS, COLORADO s�s32
, / I N VFR T = 68.� �.•!� �� � � � 6 'rj.7 � � � -�---_ -- -; - � L __ J � - - � � � �-"� 970 926-3373 FAX 926-3390
GROUND s geotechnical report. // �, ..�,,� r � � � I _- � _ - --I � � I I _ � -o - I � , I � I � �.
� � BOF = 65 -I � � , L _ � - J I 99�-io^ I�, � �_30
13. Perimeter subdrain piping should be maintained to ensure that its is functioning properly. // �� � �30F = 62 i � _ � r-�- -�- - � � I � _,- � ` ; T o s�e � I ' ��
�' �
� u�P 66.0 I -=J- - �� �- - - - - - -- -� � r � � - - � ' �'I �� REFER TO BASEMENT � ���
� ,�;
���:y��
N NOTE: �KIO BUILDING OR STRUCTURE f' � _ �= _-- --____
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/ � e �3z � e '��� �� - � � -- y .. REfAINING WALL 1p2 \ � � � � � � ,�� �
/� .�q `' � 6 � � �
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z
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__ •
� - : rv �. .:° �� } x ��iLVJ� � � EQ�rvi - . . ,�ei ric 5y��� d ,� i Ovor%.� � '- + ? __� I 88. 6 66. I� I. � ,j 67 � v _� — - �+ ! ENGMEERING � INC
� °V - 2� �� � �.€' . � ��
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", — � 4 i 5� _ �� .� E _ _s=.�—NE � �1 I I r II 3`� y � `�
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— � � � - � s�.a �I 1 _ . . �6E WALL = a � �+, '�S � Q �
� � F � � s_5 � _ � -�- � � ii i � � � � . , -. �� �
- ' � — <<<� -= . —, . =. � �
'64:d _ '_ 91r; R - �� ° __ �-�'S - 6o S i 6 � � � �
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� � - - r . . _8ii �g -_ 6S �'S�f
- r- ' . , . __ - - _ r - - � 6� - ' 65 �� — — -�@�ho � _ � _
�� 66 �,
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-r _,_�� 66 5 T66. 8 s�a� �r-o � �� �s s r e � �. 9 . � �
T �— 05.5 86 i , _ Ok50 � . . � � �
. � � � �40 � �h ' ���63 -c 0400 - so n.,_�, \_,� .
;-' -_� 66.: I -. - - _ - ' -_ �-� � s� o e IMPAOVEMEM3 AFiE'CURAENfLY OCCURPHi IXJ s
� / . --i—� _ � . . _ �_ . -" - . � � _ _ _ _ _ _ _ �LANDMAFIK P�PERTY�AEA-SFIOULD�D
_ PO
� � � � ol � �
.'_ " &5"6 - a� o � -, __ - . .
_�- -i�
- - - + ��ED TO V�RIFY WALL HEICMJ-YsN
, , '�. � `_ . . . -
_ i _ .
, �-- o - - ._ __ � ,_ . _ " - _-- - ' '. . NG AND DRNNAGE
_ _ � � - `_f--�- , _ - —_ ___-�-j _. _ �i �i ._ ti � � �
ixis roxnax or ixE wau mis voAnou av me wnu �s usE vuucrn
IS NLL MSE REiPINING WPLL pNLY (W FPONT OF E%ISPNG GPBION WALLJ E%6iING GRADE
E%ISTING CRA�E BPCK OF WPLL FROPOS£J f%ISTING PLANiER
' OPOSE� EXIS MG i0P OF (i0G OF Wq�L) FlNSH[D GRAOE i0 BE REMOVED
( rov eF wnLL) . nEte ro Mnr 3B CTOa aF wn� )
AT `ACE 0. WALL � . . 195 6F �_ %ISTING G4AOE . . . . � �
8180 I ���-��' BQ� - GABONNAli�IfILD - 81FS0 8180
CH 56 E
8�]6 i\ I ,r . . . 81]6 BP6 Ai �ACE OF WdLL 8168 '.
81 ]2 I� 2e I Y _ 1� 40 — . r�� �. li 1 _ , � PROJ. NO. 1]030.00
Bt ]2 81 ]2 15��� 8166 =— �h' � ' ' �
— oFPWN JEB
816d 4r � ��� ��T �� - — ' B16B 8168 I as 8160 - - � .i _ I I CHECXEP. JEB
8164 I � �. ^ � .. � • � .. , .. � , � , � �. d;56 �� EXIS*ING GRACE OR '30PWE� . �I_ .'__� qPPR . KPK
81G6 � 8156 FNISHCD GFPC° 0� LANOMqFN ����
� I I I � I � I � IIMPRO\ � M1NL 4i FACZ CF VlALL I pq1E 10/30I2008
8160 � pF0 65Eb � � ?RCPOSCO ' 8160 g� 6C - DATOM 6LEP ', (BOTTINA �OF FX'aS-O� WALL) � -— ' f — 1
FNISHE� GRAD � RRISNEJ GR.9�E � PRO 5 � FPSr'EO n HI60. 00 RN1610N6
(BOiIOM OF n� m. (BOTiOM OF `� GRAI (POIIJM OF �� �PFAMIiSEiPFSI1BMRiPL
EXPOS:D WALL ) m WE%PWED WALL) fXVOSE� YL) rt� N��ENOOMAI OdN1110
� - m �I OqppENOUM tlY �9NCtl0
0+00 0+ 59.5 m I � -
0+00 0+ 50.8 a+00 0+49. 7 0+ 00 0+ 89.79
PROPOSED RETAINING WALL � o=pR`���E`��RE
PROPOSED�MSE REfAINING WALL AND MSE VENEEFiED GABION WALL W� PROPOSED MSE RETAINING WALL
(WALLS N1A AND #1B) (WALL B2) DESIGN BUILD BY ��L �, � FiresrcnAia
CONiRACTOR
ISSUEOFOR'
PERMITSET
THIS PLAM IS FOR GENERAL INFORMATION
PURPOSES, REFER TO PLANS PREPARE� s"EE"��.
GRAPHIC SCALE PRELIMINARY
BV TERRACON FOR ACTUAL WALL �ESIGN. eerniwrvcwau
° PROFlLE$
IS'P�� s�a�E , . ,o
1M TT ) $HEEiNUMBER
� ��� �� �� C 1 . 07
" L
d
4" HOT BITUMINOUS PAVEMENT v � , ad
;, a
Install W2.1 x W2.1 6 x Install Mirafi 140N above -
6 Welded �re Fabnc Tie � � �'���I _ - - �� , �� a
snowmelt tubmg and wwF prior REF�i TO MECHANICAL FOR SNOWMELT ZONES AND d
snowme�t tubes to wwF to P�acement ot 4" AB� AREAS. COMAACTOR TO PROVIDE PIPING LAYOUT PER - �- ' .�,,,�,�:,� y \ ��
�,,,�n,mm a
MANUFACTURER'S RECOMMENDAl10NS AND SUBMIT TO v""'��°°��a � ' °� r'� � a a
Snowmelt Tubing � a d c a aa
per Mechanical ARCH., MECHANICAL AND CML ENGINEERS FOR REVIEW. �
�
a ; _d a � �
a -� � - 1
4'� ASPHALT 4" HBP � ° DT a J � a DT d ' ' , � d a a A�C N I 1 E C t U fl E
a INCREASE CONCRETE THICKNESS TO '
7" CLASS 6 4" Class 6 Base Course NOTE:CONTRACTOR SHALL PROTECT d�, ° 7" WHERE IT IS ADJACENT TO ',�' � � a
SNOWMELT TUBING AT ALL JOINTS
� BASE COURSE � CONCRETE PAVING , ° 1805 29th Street
3" Class 6 Base Course IN CONCRETE PER MANUFACTURER S a a , , � a o a
RECOMMENDATIONS. a
a a � °°�� Suite 2054
UT < < o°bQ
� �\\i� i \ � i i\�� ��i i\i \�!\i i\\�\�\%%��%\ � oo .- Colorado 80301
����/� i�j���� �\ /�/� �\/�/�/ �\/� � , oT � a � � �° a Y _ _ _ Boulder,
�° .;;,,,�
� � ALL CONCRETE WITHIN THE TOV ► �� , � �, " � � '"� phone 303.449 8900
Sub rade ° __ � � _ _-_- � RIGHT-OF-WAY SHALL BE CLASS P ' " ° "" . "
9 LEGEND � . -.: , .
I a a a � sTA�R#� OR EQUIVALENT ;,
�i 13 � `
1 Subgrade to be proof rolled and witnessed by Engineer or Geotechnical pT ° �T Q �X►T ve � I ' �','� , ' � � . '
Engineer. � �� 105 ' .� - , � � 1 < �;,,�, ' V �"' " _ � � ,.
2. Use Wirsbo tubing and related products. n n TtED LONGITUDINAL CONTRACTION JOINT d � a -� �-4 -�� _- - - � � 1 � , � , CONSTRUCT CONTRA�TION,��
3 Installer to refer to Wirsbo Com plete Design Assistance Manual and com ply (N0. 4 BAR X 30" EPDXY COATED, I ° I �°_� '
with manufactures recommendations for all snowmelt related construction » \ � a �` �C�'C�-��G ---- �__r_ � � I , � JQINTS AS �SHOWN � �°�AS� ALPINE
regardless of what AEI plan or detail shows GRADE 40 STEEL � 30 O.C.) �_ � a � ,�a�. , -- _ - .
4 Purpose of welded wire mesh is to tie down tubing with °zip ties" � � _ ` ' � Q ' �� - � DET`AIL.ED (TYPICAL - , . „
� . _ / ,.
—D T D T D O W E L E D T R A N S V E R S E C O N T R A C T I O N J O I N T -- �� � ' " --
5 Contractor shall protect snowmelt tubing from punctures. M „ � - , ____-- - < L � � , ' � , __ =
6 After placem ent & com paction of base course contractor shall pressure (1 X 18 SMOOTH, EPDXY COATED GRADE �� " . � , , , ` ` �'- — _ _
test snowmelt tubing & repair any damaged areas. 60 STEEL � 12" O.C.� � , �p � „- < � ' � ,�,;, ' � ,- _
7 Fi l l snowme l t tu bes wi t h co l d wa ter w hi le p lacing asp ha l t. � -_„ ________--- , '� ,, ; , , , , _
—TLC TLC TIED LONGITUDINAL CONSTRUC110N JOINT `' < < � � .- ENGINEERING INC
N0. 4 BAR X 30" EPDXY COATED, GRADE � � � �
� � � ' _ — — EDWARDS BUSINESS CENTER
40 STEEL � 30" O.C.� � �-- � — 34510 US HWY 6 P 0 BOX 97
ASPHALT DRNEWAY SNOWMELT SECTION �� �� �, � � � EDWARDS, COLORADO $,632
Scale. N.T.S. - �' - � - � - - � EXPANSION JOINT f� < 970 926-3373 FAX 926-3390
NOTE: INSTALL TRAFFIC RATED 1I '�
INSULATION TO SNOWMELTED � SCALE 1" =10�
PAVEMENT DETAILS IF OWNER ALL CONCRETE WITHIN THE TOV RIGHT-OF-WAY � �� �
REQUESTS. CONTACT AEI FOR SHALL BE CDOT CLASS P OR EQUIVALENT SCALE 1 � =10� C � ' �
�
_�. ,'�,
DETAILS. �_ GROUNDr�,o 2BOV 9j ubing per ��8� OINT LAYOUT AT GARAGE ENTRY OINT LAYOUT AT SITE ENTRY � ����.�����;�:��
♦ � a d �
d a � � ' d'
7" CONCRETE ° • , ° ; • . < " . . ° ° � ; '�`
- tl u a ° • ° � SNOWMELT TUBING APPROX. �/8° � �n,�r��.. x �- ,�,��,
( a � Q �� �
DIA.) RE: MECH. TIE TO WELDED � °
� �,
—�, WIRE FABRIC (6 X 6 W1.4 X W1.4) � ° a ° a � � �1/4" BELOW SURFACE � ,
�j\/\�j,\/\/\�\�\/\r \//\�\/\/\/\/\ r\\�,� \// AT BOTTOM OF CONCRETE �/4 :Q . � . . ' • , S 4, Q '� , � �, ��.>
\ \ \ \ \ \ \ �� �\/� � \ \ \ \ � \ � � d d° a d ° a � n a�
//�/��/��/��/ %//,�//,�//�/ • •' . f, , . • . 4» .�
����� • • T1E-�ARS .�SiUCAN� ', ,� 4�� •„ � �. , _x,,�� P.��,���
SPACE JOINTS PER TECHNICAL SPECIFICATIONS AND AS SHOWN ON DRAWINGS • •a � � � ' 30' CZRS •`5��� • /- 1/�. - • "° •' , `� F'���y �o
Suitable Compacted Subgrade �� T � . , , ° % . ' .' T ' :� °° , , ��`����'� (�
6 Aggregrate Base Course • .�, ., . � 3[`
(See Soils Engineers Recommendations) Compacted in Depth as CONTRACTION JOINTS 15 t5 � ° � T • '. ,< •, � % : "< ; �', • ° •, . ' , , Install Y2' expansion
SEE LANDSCAPE PLANS FOR COLOR andcDe ailsn Plans � , d ° d • � p, � . a • ' �. ' • �a ;, . `� °P JOINT ` ' ° • ,: "• (
T�2 �' � REFORMED • ° , ' r ^� �oint between wall
SIDEWALK, CURBING 8c PAVER BORDER JOINTS � ' . ° ,�. � �� .� � � and drive and at
AND SURFACE FlNISH REQUIREMENTS , o . , . '.`� . MATERIAL � , < ,. � ' , end of wall)
NOTE: WHERE CURB & GUTTER ABUTS CONCRETE DRIVE/SLAB MATCH n� ' �- a �, • j , ' ,a
CONCRETE THICKNESS OF C & G TO DRIVE THICKNESS --I I--3�4„ t
_ LONGITUDINAL CONSTRUCTION JOINT EXPANSION JOINT CONTRACTION JOINT �
1-1�2� , j O
SNOWMELTED CONCRETE DRNE and SIDEWALK IN TRACT C ''-6� 4-1�2n -- � " . � . : � . . � —
5 �: , a �
\/���/\�/ + . n � f �' A+ . e .� � � rt
�j�j\�/\�� , . . � ' . •° a�j '°� `V
1.5° ��/,� ' °. '. .' � SEE DOWEL SPACING , - . • . ' �
O2 `- 1 , �� 9 •}� 9� ��a � IN TRAVEL LANES •a • ^ • �
� I_ 15" ;�, 15" �•• d O
� �a 6" O T . ON PLAN VIEW �
__ , a . � . � .� T U
$ _
s_" �` �, a-°;°- < 3 , •. . , � � , T�2 T/2 nE��s . : � .,a EXPANSION JOINT AT WALL O
< -�-�
��aT �' ��� � �� a��� 1 a ^a � a � WMELT TUBING- LAYOUT TUBES RIGID WELDED d ,, °' � � .' � � ,a � - (SEE PLAN VIEW ABOVE FOR D(PANSION
ARCHrtEfT PDR REVEw. io SHO�w LAOPM�If'a ZONES. ww�'OLD6„ EI�G ° a ASSEMBLY � U
PER MECHANICAL/SNOWMELT DESIGN. pT JOINT LOCATIONS)
INSTALL PER MANUFACTURERS n � ..
SEE LANDSCAPE PLANS � RECOMMENDATION DOWELED TRANSVERSE LONGITUDINAL CONTRACTION JOINT
SOmm PAVERS � FOR TEXTURE AND FlNISH CONTRAC110N JOINT TYPE I CONTRACTION JOINT
AND (�'4 MAX OR PER OF CONCRETE BANDS 6" CLASS 6 ABC (LONGITUDINAL WEAKENm � �
PAVER MANUFACTURERS (TYPICAL) 1_1/2� PIANE JOINn �
ALL CONCRETE WITHIN THE TOV —
INSTALL 18" GRADE 40 #4
� 5� �� RECOMMENDAl10N) �.g' RIGHT-OF-WAY SHALL BE CDOT 1�_6�� 4-1/2� OINT DETAILS
TiEBARS AT 30" CENTERS CLASS P OR EQUIVALENT
AT MID-DEPTH OF SUBSLAB , . _ _.. _ � \/�\�/`���
-, _, '-> _ -> _ 3 5" CONCRETE
° ' ° � ° ° NOTE• INCLUDE TRAFFlC RATED ���j���\�� �\ �\ JQINT SEALANT
� . Q . O
i e � o , b , o , o , o
_ � z�,� e re e _ e _ __ A ��� "° � 6" CONCRETE INSULATiON ON SNOWMELTED PAVEMENT 5 - 1
- DETAILS IF OWNER REQUESTS. CONTACT � 5� O7 Q� � ° 6" --f f�1/4" JOINT SEALANT 3��6� a
' - - - -- - - INSULAl10N BOARD � � a
a
AEI FOR DETAILS. �_ � a o d d a 4 d , 9, <
6" COMPACTED ABC 3 ° a a
^�_�d-d/ e 6 ° � ° a a e � d d
����\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ SNOWMELT TUBING (APPROX. �i�" DIA) - <,- T , a SNOWMELT TUBING- LAYOUT TlJBES , a � a , a �6� ��4� , ad,a a
i/� / / /� /� /� /� /� /� /� /� /� /� /� /� /� /� /� / RE• MECH. 11E TO WELDED WIRE FABRIC a �� ° a °, a ° 1° �tIN ° 1 4; a ° � �} MIN <
uitable Com acted Sub rade �/�� ��\ �/�����\��j\�j�\��j���j\��j\�j\�i\��\��j\�j��j/� (6 X 6 W1.4 X W1.4) AT BOTTOM OF g" a , a PER MECHANICAL/SNOWMELT DESIGN e dd � a < a < e ,,� e
P g � ��� �� �� /� INSTALL PER MANUFACTURERS 4 ° d T/3 a"° a d
See Soils En ineers Recommendations CONCRETE e a °
� 9� �
RECOMMENDATION
a n dr
•- d d � e d � a e o , a a .
a -a
V�IfY SNOWMELT TUBM�O �S�. SPA�dNG. TYPE II " CLASS 6 ABC -
� e ° a � � a
7YF+E� W/SNOIMIiIELT CONSULTANT PLAN y d d � � °a a a
1° WEEP HOLES IN CONCRETE 24" OC d a � 1�2 0 BACKER ROD , 3/8" 0 BACKEf2 ROD
, , c <
x WITH MIRAFI COVERING HOLES AND AT LOW POINTS.
6� VERTICAL CURB AND GUTTER CSITE) ° ° Q ° ° °
„ , �
SNOWMELTED PAVER SIDEWALK IN TRACT C SECTION NOTES: Scale� , _ � -o SEE LANDSCAPE PLANS FOR COLOR �
`' 1. BACKFILL, SEE DETAIL OF CUT/FILL SLOPE AND SURFACE FINISH REQUIREMENTS SEAL AT
Nrs 3 1 L�/2" RADIUS ETYP I�CAL C O N S T R U C T I O N J O I N T S A W E D J O I N T
4 SLOPE TO MATCH ADJACENT PAVEMENT JOINT SEAL DETAILS
5 PAVEMENT, SEE TYPICAL PAVEMENT SECTION
6. SPACE JOINTS PER TECHNICAL SPECIFICATIONS AND AS SHOWN ON DRAWINGS
7 SLOPE AT 1/2" PER FOOT
S. DO NOT INSTALL SNOWMELT TUBING IN CURB & GUTTER OR ALL CONCRETE WITHIN THE TOV PROJ. NO 'ITO3O.O0
PANS IN TOV R.OW RIGHT-OF-WAY SHALL BE CDOT DRAWN: JEB
9. WHERE CURB & GUTfER ABUTS CONCRETE DRIVE/SLAB MATCH CONCRETE CLASS P OR EQUIVALENT
THICKNESS OF GUTTER TO DRIVE THICKNESS
5° CONCRETE PROVIDE CONTRACTION JOINTS PER TECHNICAL SPECIFICAl10NS CHECKED: JEB
AND AS SHOWN ON DRAWINGS -MATCH JOINT LOCA710NS WITH
ADJACENT CURB & GUTTER & MEDIAN CONCRETE
(SEE PLAN VIEW FOR WIDTH
APPROVED KAK
a � , � , 1 Concrete sidewalk/bike
a ° d � L 4 s° � o Existmg or proposed curb and gutter Bottom of tooled or Path re:landscape for
aa � � ° , ° ° , (see plan wew for location of each). sawcut contraction joint. texture and finish DATE: 10/30/2009
<: a c a< d a
_ a a a ° a a � Curb/gutter and pans adjacent to Provide clean vertical face „ RE�/�$�ON$
4 0 � o � o TOV streets are unheated. See plan an back of existin curb �•5
< , �,� D , ALL CONCRETE WITHIN TNE TOV RIGHT-OF-WAY wew and detads, this sheet, for size 9 PERMIT SET RE-SUBMITTAL
SHALL BE CDOT CLASS P OR EQUIVALENT and type of curb & gutter. Prior to pounng sidewalk. �2�
° ° • °° � � ADDENDUM #1 03/04/10
� � ° °o � > � � � ° � � 80mm pavers over sand and 25' VERIICAL TYPE I - ,^---u-=----�--�-- `�P--�'- ��-°-"- � '��
SNOWMELT TUBING � tubing Re. Landscape plans CATCH PAN (IF PROPOSED) )� , ^ � 8 a' ` ° ` � > b 6=� > ° ' ° e ° � ° �ADDENDUM #2 03/04/10
NUMBER OF TUBES AND SPACING - ° 8' and specs for paver details � 4 � � , ° � e , ° > > • 9 6 , s �
I1¢ b ➢ 6 yy
PER MECHANICAL/SNOWMELT 7"-10'� Class 6 Aggregrate ase ourse 1-1/2" � '> ' 'y ° a
DESIGN Com acted in De th as 4-1/2 INSTALL WELDED � °e
P P 2'-0" WIRE FABRIC Install Dimex EdgePro Max paver ----- --_�° O C� O 0 O O
Specified on Plans 2.5' VERTICAL TYPE I `�° ' pA ° ° 4 R ° ° ° ° ° ° ° ° ° ° 0 OZARCHITECTURE
----- / restraint (or engineer approved Q � , 6° CLASS 6 ROADBASE O, c
CURB AND GUTTER WITH 1' CONCRETE MEDIAN CATCH PAN e x . , ��--equivalent) per manufacturer's p A � � q a � n ° b o �
1° P E R FT ��� < < a < a ��\�/�\� recommendations and requirements. s� a o /
4 < , a a "° � //\//\ .
n > 6 ° 9 4 Q � ° � a • e ° ° d /\\\//\/ 6 y /\/\/\/\/\/\\�\\�\\/\
� �V �, d < FIRST CHAIR
6 �\> o '9° e s e \ �� � � O � � Q \\ \\/\\ �\\ /\\ /�
ALL CONCRETE WITHIN THE TOV RIGHT-OF-WAY ', � a � a � o 0 0 0 0 0 0 � ` o o � 6 � � > // �
� '�j��� 4' CONCRETE SUBSLAB
SHALL BE CDOT CLASS P OR EQUIVALENT � � � � �� �a � � ° � � � � � �/�/�/��/�j / / / / / ISSUED FOR
\ \� \� \� \� \� \�j\� \� \� \�j\� \ \� \�\��\�����" �\\ \ \ \ \\ Su b gra d e (typ)
% / / �/ �/ �/ �/ �/ �/ / �/ �/ / // �/ �/ �/ �/ �/ PERMITSET
SEE LANDSCAPE PLANS FOR COLOR \��\��\� \� \ \ a o o �\��\��\��\��\��\�� �\��\�/�\/� .�/�\/�\/�\��\/\\/�\ • /\ /\ /\ // /
AND SURFACE FINISH REQUIREMENTS ��/��/��/��/��/��/��/ / / �/��/��/��/��/�����
qg- CL ,q�• �������j\��j\�jj�j\�j\�jj\�jj\�jj�/\�j/\�jj\�jj\�jj\�jj��j���� Com acted 6" com acted Class ComPact claPs 6 base c9ourse� and subgrade. Moisture anq
/�/ / / / / / / / /� P P com action er soils en ineer s recommendations and re uirements
��„ s s• �\,�\,��\,��\,��\,��\���\,��\,,� Subgrade 6 Base Course SHEET TITLE:
-�-___ . 2Y _ - �---4 DESIGN,�NCLUDINGSTHE SIZEC'SPACINGS AND
EXISIING HBP �—T__ a � , -- PROPOSED SNOWMELTED GENERAL NOTES• HARDSCAPE DETAILS
° a a -°'---°-_ ' --- - ° a° ASPHALT (SEE DETAIL ABOVE) '
a a a a , Q a a LOCATION AND METHOD OF ANCHORING THE 1. On curves 3' and sharper, curbs and curb and/or gutter are to be placed on the arc of the
''_ �;Y'�-�~-� �-� ,, ° ° � ° a , �, �-� � '��'{' TUBING, ARE BY OTHERS. curve unless otherwise noted on lans. A maximum chord len th of 10 feet ma be used when the
��-��� �-�- ���' r 1 n- ,�, � ,�,��� ��-��,�� �-� �� P 9 Y
�-�, - ^�- , ��;�"��' , � �io"�` �-� ��-' ����'.�������,�u���_t���y�-�`,.� degree of curve is less than 3'.
1 �OMPACTED { �=' r?l ,-%�pe�_T0�-%'y„'�,��t't �-�.� ������' CONTRACTION JOINT 2. Curb & gutter and sidewalk concrete shall be CDOT Class P
�LASS 6 ABC `� `�'� � (TYPICAL) � 3. A tooled �oint is required whether the curb and sidewalk are poured seperately or monolithically. 4
UNHEATED CURB /GIJT�'ER W/ ATTACHED 8 SNOWMELTED PAVER SIDEWALK SCALE:VARIES
PER TOV -- 4. The snowmelt system speafications and design, including the size, spacing, location and method
; not to scale (Section in W Lionshead Cir-Landmark to FC driv Wa � of anchoring the tubing, are by others. SHEET NUMBER
; CONCRETE PAN at W. LH Circle connection 8' WIDE-2� DEPTH CONCRETE SIDEWALK/BIKE PATH SECTION
"°t t° S°°'� IN W LH CIRCLE (north of entrance) '
P\TOV08001\dwg\MasterlNDL-DETAILS dwg,3/3/2010 9 58 43 AM,babcock
13 50'
5 0'
� DRAINAREA = 62 7 SQ. INCH
GRATE HAS H-20 (HEAVY TRAFFlC) *���
�� DOT RAIiNG
N �� pUALITY• MAlERIAL SHALL *���
M '� O O CONFORM TO ASTM A48 - CLASS 308
� �� PAINT CASl1NGS ARE FURNISHED
WITH A BLACK PAINT
�m
� �m *(1) ADAPTERS CAN BE C�m 4" or 6" downspout
*(1) ADAPTORS CAN BE �� MOUNTED ON ANY �� circular pipe
HINGED GRATE COVER O O
I I FOR EASY ACCESS MOUNTED ON ANY ANGLE � ANGLE O O » n �
0' TO 359' 0' TO 359' 0 4 section of 4 or 6 pvc• with pvc plug (flat
I I m m Finished grade top) installed with 3"f hole cut and calked A fl C H I1 E Ct U fl E
_ � o � o Install 1" below finished grade in landscape
I I �L areas and cover with topsod
� I I � �a(�� DUCTILE IRON GRATE W
USE 4500 PSI CONCRETE � I " / CAST IRON FRAME *��� PVC Plug, below grade i��A�,ff �c f��'�,'� 1805 29th Street
12 CAST IRON GRATE
I CAST IRON H-2� 12„ landscape areas, flush m Y��,` �1r \ '`���`,�
CONTRACTOR TO PROVIDE ���,"'� Suite 2054
� MEANS TO AVOID CONFLICTS
RATED GRATE � INLET AND OUTLET 15" hardscape oreas �---- Boulder, Colorado 80301
� o BETWEEN REBAR ANCHORS AND ►- = ADAPTERS AVAILABLE 4" , n downspout hone 303.449 8900
. _ �n 2'x3 rectangular
`� SNOWMELT TUBING c� � ° THRU 15" P
w
_
I I INLET AND OUTLET ►- a��W� 6"x4° reducer
I I ADAPTORS AVAILABLE � ���Z= y OR
I I 4" THRU 10" z �� Q�� 3 63" 6"x6 connection
�'� � 12" min. � o � ��Q VARIABLE VARIABLE OVERALL
I I m Q w N�� INVERT HEIGHT *(2) .j.'.,,���.,�.� E' �i`.==``\'i
I I VARIOUS TYPES OF Q i =..W VARIOUS TYPES OF HEI HT 4-15 Install 1" below finished grade in �f �,,-���
�� I I ���T� �TM Q � � * �� OUTLETS n n landscape areas and cover with s, �`'-\`,''�
C 0 N C R E TE WH E E L S TO P WATERTIGHT ADAPTORS > WITH WATERTIGHT � AL PI N E
� FOR ADAPTERS 6" PVC topsod. Install flush with finished
I Scale: 1" = 1�-0'� CORRUGATED POLYETHYLENE � FOR grade in hardscape areas =_ _
�J SDR-35 SEWER '`� ADS N-12 — — _
CORRUGATED PVC SDR-35 SEWER 6"MIN 6" PVC —
ULTRA-RIB PVC �� SCHEDULE 40 DWV *(2) MAXIMUM °
1 Z DRAIN BASIN CORRUGATED PVC RECOMMENDED NoteS: ENGINEERING INC
RIBBED PVC OVERALL HEIGHT 10' 1. Venfy downspout size with Architect
12� AREA INLET (NYLOPLAST) EDWARDS BUSINESS CENTER
ROOF DOWN SPOU T CON N ECTI ON 34510 US HWY 6 P 0. BOX 97
15� AREA INLET (NYLOPLAST) EDWARDS, COLORADO s,632
970 926-3373 FAX 926-3390
SCALE: NTS
NOTE: INSTALL TRAFFlC RATED
INSULATION TO SNOWMELTED PAVEMENT Snowmelted paver sidewalk.
DETAILS IF OWNER REQUESTS Pavers per arch. PROVIDE 2" SPACE PROPOSD STORM PIPE
BETWEEN EDGE OF ���,
See plans and details PAVERS AND BUILDING �"':� �,. �C��,��'°�
for curb types Snowmelted sidewalk ; 4�'����"�'���°�`'�`�' ��
Roadway width varies, see 2' width vanes seeplans. FRAME & `�P�`�� ��'��w ,;
p ans an e ai s GRATE �
PROPOSED BUILDING (I-3516) FLOW —►
� � �
SNOWMELTED ASPHALT see pians for slope OR PLAN7ER WT 530#
(SEE DETAIL) , a `','����� a,i-�"�.�, �
, a {s�f.����,.g�,s.�
a • . � : A A �4w�� 3 311�
a p 4 a a; a ° .
• m 9 d TYPE 16 VALLEY = _
O Q O O O O 4 Q O 4 d 4 �,:1 � O O •
a � a � � < � o ° � � � i �� '� / \/\ \�/\/\�\/\�/ 6'� com acted class 2�4�3� � � 45' BEND � �
Q , � , /\�j\�j�j\�j\�j\�j\�j\�j\�j\�j\�j\�j\�j\�j\�j\�j� P FR AM E AN D GR A TE _ �
a a a/�//�//� //�//�//�//�//�//�//�//�//�//�//�//�//�// 6 base course N "'
a Q Q � �Q Q \�/\�/\�/\� \�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/\�/� �
•� • • %/ // // // // // /j // // // / / / / / /./
° ^� °� a ��j/\�j\�j/\�j/\�j���i\��i�����\�,�\�,�\�,�����\��\��\�\./.�/. , � •' r �
/ / / / / / / / / / � i , » � . '.
/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\ �� � (/�\/ /�\��\� NOTE: IF DESIRED BY OWNER, INSTALL 4 , � �
��\��\��\\��\\��\�/\/�%�%�%�%/j�/�\�%\�/\�/\�/\�/���/ �/\/�j/ THICK CONCRETE SUBSLAB FOR BETTER 6" TYP. 3-0 O
� P 9 PERFORMANCE CONTACT AEI FOR DETAIL JOINT DETAIL ROOF DRAIN OR STORM
\ �\ , \ �\,�\�\ �\ 1 1 2" to 2" com acted sand beddin �
/\ r � /../i,/ .
Suitable compacted subgrade with WWF and WIRSBO Tubing. Sand RISER 4-0" PIPE � Tt
beddmg (including gradation) shall be per v
� (see soils engineers recommendations) LIFTING INSERTS 1�_6�
the specifications & requirements or the (2)PER SECTION PLAN VIEW �
paver manufactuer TYP � L
R r`�^ . . �� ' ' � ' Q
9� SEE JOINT ; . � �` � �- � d = 4 °° W STORM CON N ECTI ON —
ATTACHED SNOWMELTED PAVER WALK SECTION AT BUILDING , m� DETAIL w J U
NOTE: IF VEHICLES OR MAINTENANCE � �� � � �� O
EQUIPMENT TRAVEL ON PAVER SIDEWALKS � U
THEN RUTTING OF THE PAVERS MAY a �
OCCUR. ..
�, � LIFTING � p � =
CONSTRUCT CONCRETE .° (N SERTS � �
SNOWMELT TUBES 1' BORDER WHERE PAVERS � _
ABUT LANDSCAPE � `�o� IN2T � _ -_ _ — �
(SLOPE TO CURB PER PLAN) � 6�� ' _ ��
�— Min = � o ,_ � �
� � ° � 6° CLASS P a o c� I '�z,
` , ; a r • • � P -', - CONCRETE �� N N � `f�'
J T tl ! i �
' ' f • ' a Q 5" CLASS 6 6" � �
° � � � � � � � � � � Mm. '
�� �������j����� �i�i�i�i�i , s .� a . �-
i� i� i� i� i� i� i� � i� i� i� i��i�� � � � � � �
/ \��j / � a /\j�j�j\��j\j\j��j\ �j\j\j\j\/'��—SUBGRADE Transition Gutter at All Curb � °� �
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � � v� SQUARE INLET FRAME & COVER
/� /� /� /� /� /� � /� /� / //�// � / /� /� /� / /,�/� 6a N
�\�\��\��\��\�j\���\�j\�j\��\����� ��\�,�\�.�\,�\/�/ IGnleWide�Concrete B n�d� AI ng the
25 1/2"
��%��%�/��/,��/,��/���\���� ,. 1 1/2" to 2" compacted sand bedding Front of The Curb Inlet Frame �
6 CLASS 6 ABC with WWF and WIRSBO Tubing. Sand
bedding (including gradation) shall be per 1'-10" � �
the specifications & requirements or the CURB INLET TRANSITION �'-10,
paver manufactuer � � 6� 2'-0" 6� g ��Z„ 2'-0" 9 1/2" �, 24„ �, �
�. • LE T SIDE IE � 31�� �
ATTACHED SNOWMELTED PAVER WALK SECTION (SITE) '°4 SECTION A—A
° ��� CATCH BASIN FRAME & GRATE ``�
C623 RISER PER PLAN
NON-SHRINK
2 WT 3,740# HEIGHT CODE WEIGHT GROUT
�C� NOTE: FOR CURB RAMPS IVQT ADJACENT �' CB231R 930#
TO PUBLIC STREETS, THE DETECTABLE 2�X 3' C A TC H B A S I N 3� CB233R 2,sso# d 2' SQUARE
WARNINGS SHOULD COVER THE ENTIRE Q» N T S INSIDE DIMEN. < EXTENSIONS PROJ. NO 17030.00
LENGTH & WIDTH OF THE THE W � U S U M P AS REQUIRED
NOTE: ALL SIDEWALK CURB CUT RAMPRUN. w DRAWN• JEB
RAMPS SHALL BE ADA / NOTES ¢ �< < „ „ „ CHECKED: JEB
PART OF PARi OF COMPLIANT s• 24• 6• r ''s 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS-20 LOADING. > ° 18 X 18 X 2
���,���/'/� 4 KNOCK-OUT (TYP) APPROVED: KAK �
�C RBR �CURBR pp►AES (Typ) �/i��� 2. OPENINGS MAY BE LOCATED AS REQUIRED
WIDTH Of RAMP ���`, �
6' 6' � 3• pEfECTAet,E WARNING � ������; � 3 CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. , DATE: �OI3O/ZOO9
A T ,, � d PAVERS � r a
a� ,� <
/ a a � d
Ya ,4' u � SAND FOUNDATION"� l'` /� �� � N <
�, �• � REVISIONS
6� C 4 q �d d � A �
s °° PERMIT SET RE-SUBMITTAL
° � ---� �-^ 3�4� DIA. DRAINAGE WEEP HOLE � ��
° • • • • • • • • • • • • • ' SECTION A-A r d
< �° < � ADDENDUM #1 03/04/10
• • • • • • • • • • • • • • a� � � a e
• • • • • • • • • • • • • • � v
� . . . . . . . . . . . . . . �'� �r''�: � , d 0 ADDENDUM #2 03/04110
24" ' ' ' ' ' ' ' ' ' ' ' ' ' ' Q 3s' � �,o CONTRACTOR TO VERIF`( EXISTING 2 SQUARE PRECAST BOX DETAIL
. . . . . . . . . . . . . . � � FINISHED GRADE
� � � � � � � � � � � � � � PG�� ELEVATI ON OF CULVERT AND LOWER 2'X Z' C A TC H B A S I N W�� H" S U M P
� � � � � � � � � � � � � � � 4 //��1'f P'�y�P f CONDUIT AS NECESSARY TO ACHIEVE
d � � � � � � � � � � � � � � , �/ -�=�----�- _ CLEARENCE FROM TOP OF CONDUIT TO
a • • • • • • • • • • • • • a CURB f-�;-C�'�';��.,�t'j�`"""�`-"-'���-�".�=�=�
� `'� ' `���"'�-=' BOTTOM OF EXISIING CULVERT. N1� 0 OZ ARCHITECTURE
6' AIIN TO � ° � � FLOW L1NE �� /� e,`° ', ��_-'7"4"'�r`k�,s�!, �����r�-�,���.-! �= r i�`-'
d � � _� t - (`, ,.h,`.zr.-ev�� �( i�"t� ,.,h�5i"'��,,�'_ �'"�,.��
a .s � �•Y-; +.� f`���+"'.,`"- � "^-^`.r,-
C.V� �W UNE ° a d d .Y �� �1� . , ��� ti����� � �,_�- - 3' ��`1 y y`���-'",.6��,yi L�,�it 4.� � �.�� `t7`r�' --'''�''..-�
(SEE NOTE 3) � r' . . . . • � ' -�-` , 1, �- , �- 3 � -
_-°'` 1-! t4 ( � 1 �„'"` i 1���r T ��--��`
I 4 � 1�j..-- r`„�n�'..k�'�,_7u-1 � 7 [
-a� '3 _.--� 1- ~°�-` s -, ��Tr,��. �,E _---�' !.�-
A DETECTABLE WARNING WEll. '�o � ' ` , _ ' ' ' .' , '.� ' . �, -- , --, , , - 1 ,_-,_"; C=---.�'!�'�,_�a�,�;�z,�;�,y,����-���=`' �, /�\ F I RST C HAI R
� , % ' ` �- �, � �� �--�;�E,���- , `��- ?_' >,�M"�-y`�----r �Trench Backfill �
PLAN VIEW OF � f , , � . � . } _ " , '.,� o���' EXISTING CULVERT `�_ �t `�;1 1�---��ti`y�,�1�``i�° �����i�� � ��'� _.�� �� � \�\\ ,. - j�
� DETECTABLE WARNING AND WELL � _�� - +� ` ��'• `��' � " "-'i�� ��=��,!�-`° �, �°-.✓ � � oadbase �� ��`�� �,�� �� N c
(PAVERS NOT DRAWN TO SCAL� � �r���'�� . '� ' .•:•. 6 � // _t � �,I�-�'� � � 1__--'_- � -�` � C�C��QG� , �. � / ,- � � ISSUED FOR:
� . ,o �,. ,.;:;:•:•;. / �' � �- _--;t._.�---1 � 1 I�I�,--,` ��/ ` " '� " � o o PERMIT SET
• , -< ` �� •���i'���i����i�� `� Undisturbed `�� ," �,; �� _;� /� N
• ������������������� Sod ��� � _: � � S °'
. ' y . ��'������� •�������� 24�� MIN. � \\ ;P' `A \\ a � �
•
. ' .. �';��:��:;• '� a�i � ��\� f��� 'f ��� � � m SHEET TITLE:
� ,_� ":�,� \� � � HARDSCAPE &
NOTES Q.GP� � , �2.� � � 2% � 12" Dia. PVC or Hancor / �
P'�`y, . �I , ,;�;;�.;,,';,".,�.....,f y . STORM DETAILS
1 THE DETECTABLE WARNINGS SHALL BE INSTALLED �
PROPOSED SHALLOW Pi e Sub rade ��\ � � �"���-�����Qfl ��
AT SIDEWALK/STREET TRANSITIONS. THEY SHALL BE � �� `�'�' - W I N G S U R F A C E S S H A L L B E T E X T U R E D W I T H U T 1 L I T Y C O N D U I T S P 9 � �
MADE IN PAVER FORM WITH A TRUNCATED DOME SURFACE. _. . - \\\�>�r�\/ \ \/�/ \� \i
THE DOMES SHALL BE PLACED IN A SQUARE GRID • - • f A COURSE BROOMED SURFACE ONLY . /\/�� �/ / �
2 THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED �O ��j�\���\//�j�� \�/� \ S C A L E:V A R I E S
AT THE LOWEST POIM OF THE DEfECTABLE WARNING WELL. ^ NOTE: RAMP CROSS SLOPE SHALL BE LIMITED C U L VE R T C R 0 S S I N G 0 VE R C 0 N D U I T /\/\/\\ Mirafi 140N or equrvalent per SHEET NUMBER
3.ALL DETECTABLE WARNING AREAS SHALL START A MINIMUM TO 1:48 (2�) C U LVE R T B E D D I N G sods report recommendation.
OF 6 INCHES FROM THE FLOW UNE OF THE CURB AND Scale 1" = 2'-0"
NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY
„ POINT ON THE FLOW LINE OF THE CURB ALL DETECTABLE
WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND SCALE• 1" = 2�-0"
COVER THE COMPLETE WIDTH OF THE RAMP AREA ONLY �
ADA CURB RAMP
N TS
P\TOV08001\dwg\Maste�lNDL-DETAiLS dwg,3/3/2010 9 59 24 AM,babcock
THE USE OF POLYETHELENE WRAP FOR CORROSIVE SOILS BOND BREAKER 4 MIL POLYETHYLENE
PLASTIC EVERYWHERE CONCRETE
CONTACTS PIPES, FITIINGS, BOLTS, &
NUTS ALL NUTS SHALL BE ON THE FLAG ON HYDRANT TO
SIDE OPPOSITE THE THRUST BLOCK NOTE VALVES SHALL NOT BE INSTALLED IN BAR DITCHES LOCATE IN WINTER WHEN
SO AS TO BE ACCESSIB�E FROM THE PROPOSED LOCAT10N5 SHALL BE APPROVED BY THE DISTRICT HYDRANT IS COVERED IN
CONCRETE �l-IRUST BLOCK TAPPED SIDE OF THE MAIN PRIOR TO INSTALLAiION SNOW
PIPE �
POLYETHYLENE
TUBE ���/�\��i�i�. ����i� i ���i�/ ��i�i�i�i�/�/� �i�/�y� INSULATED 10 GAUGE COPPER TRACER WIRE ° A fl C H I 1 E C 1 U�E
�/ � SHALL BE INSTALLED IN THE WATER MAIN TRENCH, �
EDGE OF TRENCH � a
\ / SURFACING OUTSIDE THE MAIN UNE VALVE
� � 4}" PUMP NOZZLE
� BOXES AND NEXT TO ALL FIRE HYDRANTS (FACE TO TRAVELED WA`�
/.����� ������� � ����� CADWELDS SHALL BE WELDED AT ALL
� CAD WELD FROM PIPE TO PIPE �� WATER MAIN JOINTS AND FlTTINGS AND PRO—
�� TECTED N7TH COAL TAR THE CONTRACTOR GUARD VALVE WILL
R � � MEGALUG SHALL TEST CONDUC7IVITY OF THE PIPE AND BE LOCATED ON THE 1805 29th Street
� TRACER WIRE TEE OFF THE MAIN
'� ' " ' � 4�-0- Sulte 2054
STEP 1 % O
� � � � " o MARKING TAPE TO p �'�
� BE PLACED 24�• Boulder Colorado 80301
% ,, • TAPPING 10 GAUGE INSULATED COPPER WIRE ABOVE PIPE OR MINIMUM 36' FROM 2—��2• y,�'``ry �
y SLEEVE TAPPING GATE EDGE OF TRENCH SHALL BE INSTALLED WITH ALL PIPES ANY PROTRUSION STEAM R NUT E TO CONNECTiON phone 303.449.8900
UNDISTURBED � VALVE /\,��,�\,e\,�\:�\n\.a\.a\a\a\
EARTI-I --�� � , � � � �
�j � BREAKABLE FLANGE ` �
% �/. t�' 6'MIN — 12'MAX ��
y%:/\/�/../\ /i�/i•:. , :�ii./�;\/. �\i�\i�\i\i�\�\S�\.��i� � ABOVE FlNISHED GRADE �
� WATER MAINS TO E 50' MAX BRING 10 GAUGE INSULATED
BURIED AT 7'-9}' COPPER WIRE TO SURFACE
PLASTIC POLYETHYLENE COVER, VALVE BOX 7'-9}' COVER, AT ALL FlRE HYDRANTS
TAPE TUBE SEE SPECIFlCAl10N AND GATE SEE SPECIFlCATIONS AND CONNECT TO MAIN
PIPE ��-0"� � ,6'-0" VALVE LJNE TRACER WIRE
ALL SIZES OF (TAPS 4 AND OVER) ALPI N E
SERVICE TAPS) WATER MAIN —TRACER WIRE 12' MIN BEDDING
� MEGALUG ON TOP OF
PLAN a HYDRANT SHOE __ —
0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 o BOND BREAKER - - -
I . , , ` ° o 0 0°o o ° o o °o° °° _
; ° � CONCRElE _
CONCRETE THRUST BLOCK GRADE � � • � '" �, „ � - '� o°°o ° � � � o° ' • ,� BLOCKT
. , o0 o a o o � o e , ENGINEERING INC
.a . , . . •o .
. o 0 00oo2,_p. o 0 0 .
EDWARDS BUSINESS CENTER
STEP 2 ` �y �,, � ° � 34510 US HWY 6 P 0 BOX 97
VALVE BOX o0 0 ° o o° DO NOT BLOCK FlRE
MARKING TAPE TO BE �—AND GATE BOND BREAKER ° ° CONCRETE HYDRANT DRAIN WITH EDWARDS, COLORADO 8163Z
' PLACED 24" ABOVE TOP VALVE CONCRETE THRUST SPECIFICAT10N5 970 926-3373 FAX 926-3390
� OF FIPE OR HIGHEST BLOCK , BLOCK BASE OR iHRUST
BASE BLOCK
PLASTIC PROTRUSION GUARD VALVES FOR FIRE HYDRANTS
TAPE POLYETHYLENE �
TUBE 10 GAUGE INSULATED COPPER WIRE SHALL BE RESTRAINED WITH 3'-6' HYDRANT DRAIN PIT,
�� SHALL BE INSTALLED WITH A�L PIPE MEGALUGS TO THE WATER MAIN FIRE MINI�AUM--S�UARE 27 CUBIC FT. OF
PIPE HYDRANT LATERALS SHALL BE 1-1/2� OR 3/4°WASHED ROCK
RESTRAINED WITH AAEGALUGS TO iHE ��^sa
GUARD VALVE MEGALUG RESlFtAINTS � r `
ARE USED IN CONJUNCiION 1MTH �+,�� �,���&'��,�_." �.�
TAPPING GATE THRUST BLOCKS, UNLESS ��Qea`�����'� � °� ka�
II / TAPPING VALVE ENGINEERED , �,����;� � " ��
SLEEVE HYDRANT CLEARANCE DIAGRAM ��
�� - 'THERE ARE NO ABOVE GROUND OBSTRUCTIONS ALLOWED IN THESE AREAS �� �
/ . .. �
STEP 3 DCERCISE CARE TO PREVENT PENEfR,4Ti0N OF � ._ p
POLYEfHYLENE WRAP WITH GRAVEL, ROCKS, � ' � �'�-.
�� UNDIS7URBED - " � s�,�-, ` �, �,•�
EARTH t/ „ ' ' ° \ \ \ \ .4a � R.�^"e+�����4�"�►
� . ' L � ..' .� __�-� °- MEGALUG �2, / 7' � 3 tIM�°«°i,r'�' s';,?
°�o°�0°���BS � • � �\ \' yF'� ° � FRONT---10 FEET Of CLEARANCE �`' �'�� ""
�o$o��oo� 3 3 �o
� o U(NO W OD BLOCK NGBSHALL 10' 4' SIDES---7 FEET OF CLEARANCE �EqGLE RIVER WATER AND
IN WET AND/OR UNSTABLE GROUND, BE USED) �� snr�rr�noN �isrtticr
THE TRENCH BOTTOM WILL BE REAR---4 FEET OF CLEARANCE
FIELD INSTALLATION — POLYETHYLENE WRAP BROUGHT TO GRADE WITH DISTRICT
��EAGLE RNER WATER dc APPROVED BEDDING TO SUPPORT BOND BREAKER 4 MIL POLYETHYLENE �EAGLE RIVER Wn1ER & �� FIRE HYDRANT
� THRUST BLOCK PLASl1C EVERYWHERE CONCRETE � SAN�fqTION DiSrRiCT ABOVE---20 FEE7 OF CLEARANCE
saNrrnnoN �isrnicr CONTACTS PIPES, FITIINGS, BOLTS, & ' ASSEMBLY
SiEP 1 — PLACE IUBE OF POLYETHYLENE MATERIAL ON PIPE PRIOR TO LOWERING IT INTO PLACE NUTS ALL NUTS SHALL BE ON THE �
GENERAL NOTE SIDE OPPOSITE THE THRUST BLOCK WATER MAIN 5� NONE oA� O'I—O7—O6
STEP 2 — PULL THE TUBE OVER THE LENGTH OF THE PIPE TAPE TUBE TO PIPE AT JOINT FOLD POLYETHYLENE WRAP 1 NO TAPPING SLEEVES WILL BE SO AS TO BE ACCESSIBLE FROM THE
PLASIIC iUBE�IN PLACEADJACENT SPIGOT END AND WRAP WITH TAPE TO HOLD THE ALLOWED WHERE PRESSURES MAY TAPPED SIDE OF THE MAIN TAPPING DEfAIL usT REV�Sm O1—Ol—O6 W_7 O
EXCEED 150psi WORKING PRESSURE SCnI.E NONE �A� O'I—O'I—O6
STEP 3 — OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE WITH PLASi1C ADHESIVE TAPE 5Ca_E NONE �A� O'I—O�—OS UNLESS NRITTEN PERMISSION IS GIVEN ELEVATION � �
THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE EXCESS MATERIAL BY THE DISTRICT LAST REYISION O'I—O'I—O6 �
NH P ACE NEATLY DRAWN UP AROUND THE PIPE BARREL. FOLDED ON TOP OF PIPE AND TAPED � R�1nsm rj�Z9�96 W_1 7 2 PRIOR WRITfEN APPROVAL W—� �
APPROVED FOR YEAR 2006 REqUIRED BY DISTRICT APPROVED FOR YEAR 2006 � �
� O
U -
0
�— U
Cn �
._
� �
_ �
DISTRICT �
MINIMUM CUBIC YARDS OF CONCRETE APPROVED BEDDING 2' MIN
SIZE BENDS .
L
OF PIPE 71-1/4° 22-1/2° 45° 90° � ' , ��,�,, . ,� -
,.�;�';;��-,,,} .i_v: ,�; DISPERSE LARGE ROCKS IN THIS ZONE
4' 02 04 13 N/A .-: - r�,•
- t i_•-Y �;,y f,,r•� " � PROVIDED ROCKS DO NOT INTERFERE WRH
6` 0 2 0 5 1 8 N/A gp• �'S'° : ' � BACK FlLL COMPACTION REQUIREMENTS
8� 02 05 1 8 N/A �•� J,i� �• FROM BACK FlLL�AND DISP SEDC F OFO S�REMOVED
.„ BOND BREAKER 4 MIL
BOND BREAKER 4 MIL
10' 0 2 0 8 27 N/A POLYETHriENE PLAS�(T(P) DEfAILE OR�SIZ NGUST BLOCK
12' 0 3 1 0 3 8 N/A ' PLASl1C (TYP)
NA = NOT ALLOWED ' ' UNDISTURBED DOUBLE 45'BENDS TO �RTICAL THRUST BLOCK — SECTION NO ROCK ALLOWm GREATER THAN 6 INCHES
EARTH
PARALLEI_ BENDS — PLAN COMPLETE A 90 gl1RN IF 7HE DISTANCE TO THE TOP OF 7HE OPERATING � � �\��� �
NUT TO THE TOP OF THE VALVE COVER IS » \"\y�\ �
NOTE PIPE LARGER THAN 12` TO BE �� GREATER 7HAN 9', AN EXTENSION STEM 1MLL BE 12 //�\� SEE SPECIFlCATIONS FOR �`� ���
SPECIFICALLY DESIGNED BY ENGINEER SEE PARALLEL BENDS REQUIRED ON P-IE OPERATING NUT THE COMPACiION REQUIREMENTS �
FORMS SHALL BE 3/8" PLYWOOD DEfPJL FOR SIZING 3/8" PLYWOOD FORMS EXTENSION MUST BE SECURED TO THE VALVE `v ��
., DISTRICT ;�(�/� � t � �i� � � �iti� � OPERAT1NG NUT VARIES �oQ ,�/�� TRENCH BACK FILL
USE MEGALUG JOIM RESfRPJNT DEYICES OR SIMILAR APPROVED BEDDING / `�
UPON PRIOR DISTRICT APPROVAL — POLY—WRAPPED THESE DETAILS � .I �p�'
PIPE TO SERVE AS BOND BREAltER (NOT TO ,�/ FOLLOWEDEFOR � � 2" �\
INTERFERE WITH RESTRAINED JOINTS) ALL EVERY FlTTING IN � • . � / �
4 SURFACES OF THE RESTRAINED JOINTS SHALL THE INSTALLATION — /
BOND BREAKER— REMAIN ACCESSIBLE AND FREE FROM INTERFERENCE a _ �• � � � � VALVE OX LID � �
WRAPPED, 4 MIL DUE TO THRUST BLOCK CONSTRUCTION � •
`w , v ti WIRE SHALL EXIT GREATER THAN 6E�INCHES �.� - BEDDING ZONE
POLYEfHYLENE / '' .,� <. . ��`'`'--EARTH RBED \ � . . PIPE 6" BELOW � � �
PLASTIC(lYP) / a � a % • GRADE /�/ SEE BELOW
� POLYETHYLENE 4 M�L � ;\ / \ \/ PIPE SUB GRADE, STABIL1ZAilON %�\� �
PLASTIC (TYP) /. ' MATERIAL IF RE�UIRED ---y��\/��/��
MINIMUM BEARING % ��\�i\�/��\ j\�j\��j\��
PLYWOOD FORMS — MINIMUM 3/8" SURFACE AREA — � , 6`�•� PROJ. NO. 17030.00
OR DISTRICT APPROVED EQUNALENT SQ FT � �� ����'��\�� u� � `
70 GAUGE INSULATED BEND — PLAN DEAD END — PLAN WRAP 70 GAUGE INSULATED ' �� , -
TRACER WIRE �� PROVIDE SLAC�ON WIRE BOXES, , _ DRAWN. JEB
MINIMUM BEARING SURFACE ' • � LOCATION TAPE TO BE TRENCH ZONES
MARKING TAPE TO AREA — SQ FT ` ' PIPEE R2�YABOVE LOCATION TAPE TO BE CHECKED. JEB
BE PLACED 24" � ' . ' ,
ABOVE TOP OF . PLACED 24' ABOVE
PROTRUSION PIPE OR ANY
THREE NO 4 EPDXY—COATED REBAR PIPE OR ANY � ' PROTRUSION V�
EMBEDDED 18" INTO CONCREfE WffH Q PROTRUSION � � - APPROVED: fV'1K
ENDS BENT 90 AS SHOWN - , -
BOND BREAKER 4 MIL COMPACT BACK FILL TO 98� STANDARD
CONCREfE ANCHOR BLOCK �� POLYETHYLENE , � � , '
SEE TABLE FOR VOLUME / �/� � PLASTIC (TYP) /� - � . • ' • VALOVE BOXO SURFACE TO SUPPORT DATE. �O/3O/ZOO9
MIRAFI 140N OR EQUIVALENT
`\\\/\\\/\\\/\\\\\\\\\\\ \\\/\\\\\\\\ � � ` REVISIONS
���������������������� �� O O '• � � ' , `TRENCH BACK FlLL REC MMIENDATION.T
/�/�/�/�/�/�/�/�/�/�/�/�� ❑ ❑
%\/�%\/�%\��%�\��%\/�%��%\��%\��\�\��\ .. 2/3 � ' % /�/<�~ ' - " ���% ��
�\��\��\��\��\��\��\��\\��\��\��\� . � SURFAC BAREANG 0 D PIPE� •. , / ���j � � ■��=.-��\�\� VALVE BOX BOTfOM \�/j'�� � PERMIT SET RE-SUBMITTAL
//�/� /�/�/�/////�/�// • � • • � i , - • /'T i
%�j/j�jj�%/j�j//\�j//\�\//j//\�\/�\\/\�\ •J�` • 4 �. .SQ � e- a w % . . ...
\ \ \ \ \ \ � • ' r�i i i,�i✓�i�i i�i.i,i..i..� i�%�\%�. � \%�\i` \/ � ' _ o n � - Z �ADDENDUM #1 03/04/10
\�\�\�\�\��� t \���\ ",, \\�\\ y� o � ., � •' � o �� N—
i/////////� v,. . .i.i. , i i � ,i. . . � \ �`/ � , . �
/\/\/\/\/` BEDDING UNDIS7URBED ��/i - i�/� COMPACTED BEDDING � - • - � � � ��
���� �� � � MATERIAL \�� � GATE VALVE
THRUST BLOCK SHOULD %//�//�/� UNDISTURBED PLYWOOD FORMS — MINIMUM 3/8' EARTH �,�\/ �"— MATERIAL � �p, 2 ADDENDUM #2 03/04/10
NOT INTERFERE WITH \ \ \� /� � , ` / � ' - \
MEGALUGS OR OTHER �/��/��/�� EARTH OR DISTRICT APPROVED E�UNALENi ZYPICAL CROSS SECl10N ��i� A,�i , �,��` fi\� , o� \�.
FITTINGS � ��� \�\�j\�j��� TEE — PLAN 10 GAUGE INSULATED �/�% �y�,� �/.� � p , �/' BEDDING
/�% / / / / / / / / / / / / / / / / COPPER W1RE TO � O ZONE
�\�\�\�\�\�\�\�\�\�\/\/\/\/\/\/\�\/\/ M I N I M U M B E A R I N G S U R F A C E S F �/�i—� ` ��'`. � ° �
����\�\�\�\�\�\�\�\�\�\�\�\�\�\�\�\�\�\. � � FOLLOW WAIER M AI N .�/ / �
/�/l�/�/�/�/�/�/�/�/�/�/�/�/�/�/�/�/�/� M IN I M U M BEAR I N G SU RFACE SF FOR 201 TO 250 PSI \�`�Y ' ' �\�� \�C ' • , ��
/��%��%��%\�%��%��%��%��%��%��%��%�\%�\%��%/���%��%��%��%��%��\ FOR 200 PSI AND LESS( ) �%�\i � ` .:��-�:,.�;;�`.. �;% ! 'y
. ��\��\��\��\��\��\��`��� /�•/i�//��//�//�//�//�//�//�//./i�/i�//�// TEE OR �\���. - • -r - -- �` UNDISTURBm �� ,
s�zE BENDS , . 0 OZ ARCHITECTURE
����������������������������\���\�� \�\j�\������%/��\ SIZE BENDS TEE OR OF PIPE 11-1/4° 22-1 2 45° 90° DEAD END �\��% �� `i ``i "i ' i•v �\�� SOIL /�'/
�\//�\//�\//�\//�\//�\//�\�� OF PIPE o � '\�\��\��\��\��\��\�/\��\������ �\� 6 6 4q Zj o.� �
\/\/\/\/.\/.� 11-1/4 22-1/2 45° 90° DEAD END 4" 16 31 4 4 80 /�\�/\\�/i\�/%\��j�������\�%/i\�/\�/� \����� �� � �.� �
���/�� S ECTI O N 4" 1 3 2 5 2 5 4 6 4 6" 1 6 31 6 2 11 4 8 0 /�/%% �y���j�,Y/'y/�f'f% �/
6" 13 25 50 90 64 8" 16 31 62 114 80 � „
a• ,s 25 so so s4 ,o' 2a a� s2s ,�, ,2o FIRSTCHAIR
10" 19 38 74 137 97 12" 34 67 131 242 171 PIPE SUB GRADE MIN MIN. 1��4 MIN �
�2- 2� 54 ,os �s3 ,s� �s° se »s zz� 420 29� PIPE BEDDING ZONE ISSUED FOR:
16' 47 93 191 336 238 20" 90 179 350 648 458
zo• �z iaa zao s,a sss PERMITSET
GENERAL NOTE
�EAGLE RNER WAlER & EAGLE RNEFt WA7ER de
�� SANRA110N DISfRICf GENERAL NOTES ����� R� WAT� & �E4GLE RIVEF2 WATER& SANRATION UI5fRICT
swRanON DisiiticT 1 VALVE BOX IS TO BE INSTALLED PLUMB, LEVEL, AND CENTERED ON 2' NUT � SANITATION nisraicr
1 MEGALUG RESTRAINTS SHALL BE USm IN CONJUNCTION WfTH THRUSTBLOCKS WATER & SEINER
VERTICAL THRUST BLOCK 2 MINIMUM AREA REQUIRED WILL BE THAT OF AN 8 INCH MAIN CONCRETE GATE VALVE AND PIPE BEDDING SHEET TITLE:
3 ALL THRUST BLOCKS SHALL BE FORMED THE MINIMUM THICKNESS fORM MATERIAL SHALL BE 3 8- THRUST BLOCKS BOX ASSEMBLY NONE
� NONE �A� O'I—O'I—OB PLYWOOD OR DISfRICT APPROVm EQUIVALENT / S� �� O'I—O'I—OB UTILITY DETAILS
s� NONE oA� 01-01-06 s� NONE oA� 01-01—Oi Rensiar+s 12/31/01 $-1 O
t,4ST REV�sm �2�3��OO 4 BEARING ARFA BASED ON SOIL BEARING PRESSURE OF 2000 LB/SF �7 RenSEp �2-3�—OZ USf REVISION �2-3�—O'I APPROVED CONST.-REV ZOOG
APPROVED FOR YEAR 2006 W-1 APPROVED FOR YEAR 2006 W-03 APPROVED FOR YEAR 2006 W—�
Water Specifications 85 Water Specif�cations 75 SCALE:VARIES
SHEET NUMBER
■
P\TOV08001\dwglMasterlNDL-DETAILS dwg,3/3/2010 9 59 49 AM,babcock
, 4 4�� -;,,,.,��- � � �—���=� � 3� FINISH ROAD GRADE
i;,-;- _
%="`,-���%%-1 I 1=1 I 1=1 I I
i —— � �i, %i� _ 3'
�I I I=I i%i%� ' I I I I I—) I I=) I � FlNISH ROAD GRADE BACKFlLL WITH APPROVED
�i'/,%._ i
� '�'f'��`�������`i����'ffl� ORI 3/4� SCREEN DA OCIKL
� I I 1=1 24�� ��I I I I i I I I I $" � "
,;1=1 I I �,:— � ;;� ,� � �.��
`�� — �/` — BACKFILL WITH APPROVED o ����� �� xY ��'�.
-,--I ( I—I I I I—I I SUITABLE ONSITE MATERIAL /� PROVIDE 2-FOOT OF
,,. , _ -;i — OR 3/4" SCREENED ROCK. o -�`� t��,� ,�: 3/4" ROADBASE OR
,�I I—I I I � � v��,�`'S�, � ,�Y�?' 3 4" SCREENED ROCK
- �� I=I I I '�,-I I I=I I � ' - ' PROVIDE 2-FOOT OF z ,.�A' �� , � � �fl C H I 1 E C 1 U�E
=I ( I—I ' '= 24�� - - ,�. � ;��� ���� . OR SCREENED ON-SITE
/%—) I ( � " ;; I I I �--i � , j �',�',yb 3/4" ROADBASE OR � � � ' 1-1/2" MINUS MATERIAL
J I (=I I � _ ��- AS APPROVED BY ENGINEER.
25 ,� ; � � -, ''j` 3/4" SCREENED ROCK � };������� 1805 29th Street
��-I I I—I ' —I I I I�------I � OR SCREENED ON-SITE
,� 6 , .
� �— � r .__y`,_ 1-1/2" MINUS MATERIAL -' N >c�f� �`+'�5�j�c�� WARNING TAPE
i,�- — '=-� � - ` ' ' ��� ' AS APPROVED BY ENGINEER v �n 'y"�`���,�`�` "' i
I �—) I '
`'�1=1I I 6,� ;;i I I I � � N _ -_ � - �- - '- � �"_��.,.��� Suite 2054
%'�" �_� � 24" - � _ � _ _ wa,RNiNC TAPE �-�- '�-�'>� `�---�' Boulder Colorado 80301
�;, ,, , ;� .� ��iL,�' ,!.�+�,�� QWEST PHONE & FIBER �
^`"�%� ' SECTION �' - _ �. _- _� � }s.�:'��;�`�� � � (2) 4" CONDUITS FROM
�� �� 8 » � - - �� , �a � ��< PED TO BUILDING phone 303.449 8900
(�J / $¢ � � - ' ELECTRIC (2) 4 CONDUITS COMCAST CAN & F 0 l��f,`��Q �
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' — - FROM TRANSFORMER TO (2) 4 CONDUITS FROM
%i I _ ' � & S ZE� ECH TO CONFIRM # PEDESTAL TO BUILDING ADJACENT LOT ELEC. SERVICE (4°)
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1 '' 25„ ELECTRIC (2) 6" MIRAFI 140N OR EQUIVALENT (IF REQUIRED)
'f I I—I I `-1 � �—-� MIRAFI 140N OR EQUIVALENT PRIMARY FROM VAULT 6" MIN SEPARATION BETWEEN
�', =I I I= V ( PER SOILS REPORT TO TRANSFORMER PER SOILS REPORT
� � � RECOMMENDATION �� RECOMMENDAl10N CAN/PHONE CONDUITS
' I I—I �� PROVIDE CLAY CHECK DAMS � 100� ALPI N E
: -I I I- 6 INTERVALS IN AREAS OF HIGH GROUND WATER NOJ�•
� ,�,' ///f� �s E L E C TR I C TR E N C H PROVIDE CLAY CHECK DAMS � 100� __ =
m m %%f:, , ,'� " SECTION � INTERVALS IN AREAS OF HIGH GROUND WATER. — _
� �.„ , , :: -, 8
84» S�°�e '� = 2�-°� TYPI CAL J01 N T TREN CH ENGINEERING iNc
84" 84"
Scale• 1° = 2'-0" EDWARDS BUSINESS CENTER
34510 US HWY 6 P 0 BOX 97
EDWARDS, COLORADO 81632
970 926-3373 FAX 926-3390
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PAD CENTERED ON VAULT 3 ' �`„������ �~ '� �`
TRANSFORMER ON PAD $q." $q." � ��
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1 . TYPICAL TRANSFORMER OUTLINE �
2. LIFTING HANDLES (2) PER VAULT SECTION '��`'��`y� �
3 3. LIFTING HOLES '3 � �
4. BACKFILL TO BE WELL COMPACTED
4 5. SOIL UNDER BASE TO BE UNDISTURBED
OR WELL COMPACTED
6. �6� KNOCKOUTS S��X12�� PER VAULT SECTION VAULT CENTERED ON BASE PAD CENTERED ON VAULT
7. CONDUIT(S) INSTALLED THROUGH � � R
KNOCKOUTS SHALL BE GROUTED NOTES
8. BOND #2 COPPER INTO GROUND SYSTEM 1 TYPICAL MANHOLE OUTLINE �
WITH ROD AND NEUTRAL 2 LIFTING HANDLES (2) PER VAULT SECTION O
3 LIFTING HOLES
4. BACKFILL TO BE WELL COMPACTED � �
5 SOIL UNDER BASE TO BE UNDISTURBED
OR WELL COMPACTED S lice Vault (500 MCM or Future UMl -1 1 S) �
VAULT CENTERED ON BASE THREE PHASE TRANS. VAULT (500 KVA & Lar er) 6 (6� KNOCKOUTS 8�X12'� PER VAULT SECTION �
7 CONDUIT(S) INSTALLED THROUGH O
" 1 -40200 Lar e Base -3,600 I s KNOCKOUTS SHALL BE GROUTED 1 -40200 Lar e Base -3,600 Ibs �
2 -40800 Vault,6'x2'H -3,000 Ibs Each 8 BOND #2 COPPER INTO GROUND SYSTEM 3 -40800 Vault,6'x2'H -3,000 Ibs Each O
1 -40500 Pad 3Phase -3 400 Ibs WITH ROD AND NEUTRAL 1 -40420 Pad -4 200 Ibs
3 PHASE (500 KVA OR LARGER) APPENDIX LARGE APPENDIX � (�
�"� �m��°� �IOLY CROSS ENERGY TRANSFORMER VAULT f�IOLY CROSS ENERGY SPLICE VAULT
'� ° "h'� SPECIFICATION UM1 -1 1 S SPECIFICATION UM1 -35L PROVIDE SIGN POSTS & FOUNDATIONS � =
._
PER CDOT M & S STANDARDS OR AS � C�
DIRECTED BY TOWN. � �
2'-s" �
° 3/g„ MACHINE BOLT
� PLAQUE '�
see notes 4 & 6 FIBER WASHER
General Notes: STOP � �'���t �
�' 4°x4° OR 6°x6" �
!��� ''�'�` TIMBER POST
1. All signage and striping shall be installed in accordance with the , ; ,.
Manual on Uniform Traffic Control Devices (latest edition) and the Nur WASHER
CDOT M&S Standards (July 2006 edition). �3"
CLASS I PANEL
2. Special care shall be taken in sign location to ensure an unobstructed �
- view of each sign TYPICAL SIGN INSTALLATION �,' 14„
3. Minimum post embedment shall be 3� for U-2 post and 4"x4" timber � ON TIMB�R POST SECTION �
` posts, and 5' for 6"x6" timber posts. For footing depth see the �
applicable standard. � GENERAL NOTES 6"
v
4. Minimum lateral lacement IS measured from face Of curb or from � � A. ALL CLASS I SIGN PANELS SHALL BE SINGLE SHEEf ALUMINU�t, 0100" MINIMUM THICKNESS AND SHALL BE
P o E FASTENED DIRECTLY TO THE P05T 6„
any surface prepared for normal Of emergency travel Of vehicles. c B CLASS I SIGN PANELS SHALL BE FASTENED TO THE U-2 POST WITH 2-�/4" STOVE BOLTS AND TO TIMBER
pi � P O S T S W I T H 2-3/g"M A C H I N E B O L T S S E E S T A N D A R D P L A N S "I Y P I C A L P O L E l�O U N T I N S T A L L A T I O N° A N D �'_3" o P R O J N O �7 0 3 0 O O
�J. Normal lateral placement IS measured from th8 edge of the travel lane. W � "iYPICAL MUUI-SIGN INSTALLATIONS" FOR D(CEPTIONS 45
C A FlBER WASHER SHALL BE PLACED BEfWEEN THE BOLT HEAD AND THE FACE OF THE SIGN PANEL A WASNER � BEVEL DRAWN. JEB
6. In urban areas a lateral clearance Of �' from the curb face IS WHICH HAS A MINIMUM 2�/2 IN2 BEARING SURFACE MINUS THE HOLE SHALL BE PLACED UNDER 11iE NUT ON
permissible where sidewalk Wldth IS limited OP where existing THE BACK OF A 11MBER POST CHECKED: JEB
poles are C�OSB t0 th@ curb. D BOLTS, NUTS AND ME7AL WASHERS SHALL BE GALVANIZED OR CADMIU�t PLATED
E ALL SIGNS SHALL BE FABRICATID USING REfROREFLECTIVE SHEEf1NG CONFORMING TO ASTM D4956 THE TYPE 3�� O.0 APPROVED: KAK
7. A minimum post length sha�l be maintained from bottom Of sign panel SHALL BE AS DESCRIBED IN THE STANDARD SPECIFlCATIONS AND/OR AS SHOWN ON THE PLANS �" DATE: 10/30/2009
t0 the ground Ot" th8 tOP of footing. F VERTICAL SPACING BETWEEN PANELS ON THE SAME POST SHALL BE 1" MINIMUM TO 1 �/2" MAXIMU�1
1/2" CUT DEPTH
8. "Educational Plaques" for symbol signs will not be considered when
determining vertical placement. /�\/���/�� 7' MIN PERMIT SET RE-SUBMI�f?AL
, ��j�������' ,, ,�j��j��� ��j���!���% 14' �ADDENDUM #1 03/04I10
9. When lateral placement is 30 or more for signs without a supplemental panel, , \�j/\�\// �/\�\//��//�/��//
vertical placement "D" may be reduced to 5'. When lateral placement is 30' or ° � ° p �ADDENDUM #2 03/04/10
more for signs with a supplemental panel, vertical placement "F" does not
apply - use only vertical placement "H".
�
10. Normal angular placement is 0'. Signs closer than 30' should be , � O e 0 OZ ARCHITECTURE
turned slightly away to minimize specular reflection. Signs placed 30 �
or more should be generally be turned toward the road.
i
11. The exit panel is mounted on the right hand side for right hand exits and � � FIRST CHAIR
the left side for left hand exits. •—
�
� 4x4 CEDAR POST FlNISH GRADE�
12. In areas where ground mounted sign supports cannot be � / /, - . • / / � ISSUED FOR:
sufficiently offset, sign supports should be of a suitable breakaway Face of cur 4° THICK CONCREfE COLLAR � \�/\� PERMIT SET
or yielding design. Ma jor Road PLACEMENT TABLES , � /���
Cross walk Sidewalk Lateral Placement j���/
13. In urban areas where crosswalks exist, signs should not be placed \ All Classes of � 36"
within 4 feet in advance of the crosswalk line nearest to Stop bar Ed e of Shoulder Ke Streets and H�ghways SHEET TITLE:
a roachin traffic. 9 y COMPACTED BACKFILL ,
PP 9 � � *A Minimum NormalP ����\�� �� DETAI S& SIGN
� 2'-0" & 12-0" lus Curb or
14. If required by the TOV, supplement stop sign with a stop line ,� � Note No 4 Shoulder Width \ \� \.
painted on the pavement. -°- 30'-0" or more �������/\,� � �
C" *B Note No 4 �ncludes �18„� \
SCALE:VARIES
15. If a light pole is available in the appropriate location, the sign may See notes 4 & 6 "C" Curb or Shoulder SHEET NUMBER
_ be placed on the light pole instead of a separate pole. * 2,_0„ & s'-o' p�us Curb or pepartment of Public Works / Tronsportation
URBAN INTERSECTION � Note No 4 Shoulder Width , ,g p ,
� MINOR CROSSROAD o� if none 12-0� TOV—Street Si n ost Detail
*See Note No 6
■
P\TOV08001\dwg\Maste�lNDL-DETAILS dwg,3/3/2010 10 00 12 AM,babcock
,
�flCNITEC1UflE
ALL SI GN N AM ES P ER M U TCD _
� — 1805 29th Street
SEE DETAIL SHEET C1 . 11 FOR _ __ - -� — ` —
_ Suite 2054
P LA C E M E N T A N D P 0 S T_ D���fL� E Rpp,D Boulder, Colorado 80301
— R��p,G phone 303.449.8900
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ALL SIGN NAMES PER MUTCD - - - " "
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SEE DETAIL SHEET C1 . 11 FOR ! _ _ - - - " � ,� � ��
PLACEMENT AND POST DETAILS _ - - ' " _ - - ' " �` � �� ALPINE
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34510 US HWY 6 P 0 BOX 97
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STANDARDS FOR PAINT � �� � � ; � - � ��� R5-1 - - � - ' � � � - ' " � - - - ` F ' � � � � APPROVED. EcaK
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� .� , . „ .� — — � DATE. 10/30/2009
� c� � �� SOLI D WH I TE Np�ARK CONDOS , _ G � ,_ . _� t�_ _ —
� � OO REVISIONS
I � 1 �� M A R K I N G S .-_ �. �
I � � ( I� � I PERMIT SET RE-SUBMITTAL
I II
I I II � �\����i'
��;y����� `��,f� ;`�''= � � ADDENDUM #1 03104/10
ARROWS, LETTERS & STOP BAR ON � ~';"� �� �% `� Q
E I II I —;, �.� ���_ � �� ��� 2 ADDENDUM #2 03/04/10
��.,� ���- ►
WEST LIONSHEAD CIRCLE TO BE i � I ii '��� � � ✓�jgy4������, - -,�,- �
,���4.�.���� � _ �_—
LANDMARK TOWE
THERMOPLASTIC MARKINGS, ALL 2 � i I ii ___ _ -- - --� �_ a,��� � ~ — � � � J
O T H E R M A R K I N G S S H A L L B E D O N E � � I ►� ___ _ ___ `J � - ----- -- - �� ` _ _ -_ � _ _ � � ` 0 O Z A R C H I T E C T U R E
W I T H R E F L E C T I V E P A I N T U N L E S S i _ I �,; - �-- -----� i � -- _
-=`.I�— —_J -� - - -- -� 1 '� —
OTHERWISE DIRECTED BY THE TOWN � I %-�y-- - ---- '- - - - �' � ,:��� /;_ v S � — FIRSTCHAIR
OF VAI L. � � � � �r�����' � � _ � —'4 _� �� O
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SHEET TITLE:
SIGNAGE AND
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GRAPHIC SCALE SCALE: 1"= 10'
20 0 ,o zo ao so SHEET NUMBER
� ( IN FEET )
1 inch = 20 ft �
P\TOV08001\dwg\Master�NDL-EHU-SignStnpe dwg,3/3/2010 10 02 31 AM,babcock
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SECTION 1: GENERAL TECHNICAL NOTES SECTION 2: MATERIALS I Color C. In-situ matenals excavated from the locat�on of the retainmg walls shail be stodcpded on-site E Only lightweight hand-operated compaction equipment shall be allowed within 4 feet of the
' 1 Block samples, mdicaUng avadable colors, shall be prowded to the at locat�ons designated by the owner and in loca6ons which �nnll not mterfere with the face of the wall.
1.01 Descriation: 2.01 Definitions: owner/developer for color selection pnor to construction, execution of the work
3.09 Tum-down Ciosure Slab:
The work shall consist of furnishing and construct�ng modular KeyStone block and Strata geognd A Structural Geognd -a Strata geognd formed by a regular network of integrally connected 2.05 Shear Connectors: 3.02 Sub4rade Preaaration:
retairnng wall systems �n accordance with this techrncal scope of woiic and in reasonably close tensile elements with apertures of suffiaent size to allow interlocking vnth surrounding soil, A Construct the tum-down closure slab behind the cast in-place concrete cop�ng.
conformity with the hnes,grades, and d�mensions shown on the Prehminary Wall Layout Plan for North rock,or earth and function pnmardy as reinforcement A. Shear connectors shall be 1/2 mch diameter theRnoset isopthahc polyester resin-pultruded A Subgrade shall be excavated as reqwred for placement of the leveling pad as shown on the pfl C H I E Ct U fl E
F Day Lot,by Alp�ne Eng�neenng, Inc,Sheet No.C1 05,Pro�ect No 17030 00,dated April 9,2009. fiberglass reinforcement connecUng pms or equivalent to provide connection befinreen construction drawings,or as directed by the Geotechrncal Engmeer B Turn-down Closure slab shall be constructed on top of a 3/4"ply wood form and the top of '` �
B Geotexhle-a spun-bound non-woven engineenng fabnc intended for tensde reinforcement vertically and honzontally ad�acent units turn-down closure slab shall be flush�nnth the finished grade
1.02 Work Included: with high filtration and permeabdity charactenstics B Subgrade shall be examined by the Geotechrncal Engineer to confirm that the actual
� B Connecting pins shall have a mmimum fle�wral strength of 128,000 ps� and short beam foundation conditions meet or exceed assumed design assumpUons As a minimum, soil 3.10 Site Drainaae: IBOJr 29t11 StI'eet
A Fumishing KeyStone segmental concrete faGng and cap urnts as shown on the construction C Segmental Concrete Facing Block Units - KeyStone Century segmental concrete facing, shear of 6400 psi shall be proof-rolled before construct�on proceeds. Subgrade conditions not meet�ng the Su�te 2054
drawings machme made from portland cement,water and mineral aggregates required strength shall be removed and replaced with acceptable matenal A At the end of each days operat�on, the Contractor shall slope the last lift of reinforced
C Connecting Pms shall be capable of holding the geognd in the proper design posiUon dunng backfill away from the wall faGng to rapidly direct runoff away from the wall face Boulder, Colorado 80301
B Fumishing Strata structural geognd reinforcement as shown on the construction drawings. D Cap Urnt-a KeyStone segmental concrete cap urnt backfilling C Over-excavated areas shall be replaced with compacted granular backfill matenal or sals hone 303.449.g9��
approved by the Geotechrncal Engineer to the lines and grade shown on the construction B. The Contractor shall not allow surface runoff from ad�acent areas to enter the wall P
C Furnishing Contech C-60NW geote�ctdes as shown on the construction drawings E Subdrain - a combmed system of slotted pipe, geote�le fabric and gravel, pro�ded for 2.06 Base Levelinq Pad Materials and Unit Fill for Block: drawings. construction site
intemal dra�nage behind or below the reinforced backfill
D Stonng, cuttmg and placing structural geognd reinforcemerrt as speafied herein and as A Base Leveling Pad Matenal. Matenal for level�ng pad shall consist of compacted sand, D. Granular backfill shall be placed in loose lifts not exceeding 10 inches in thickness, C Fmished grading at the top of the wall should prov�de pos�tive drainage away from the
shown on the construction drawmgs F. Urnt Fdl/Drainage Gravel-granular fill which is�nnthin the segmental concrete facing units gravel, crushed rock or any combmaUon thereof(use sod types GP,GW, SW,SP or SI11�, a compacted to a minimum of 95 percent of the mawmum density as determmed by AASHTO retainmg wall system to prevent infiltration of water into retained sods which may increase
minimum of 8 inches m thickness, constructed to the minimum dimensions shown on the T-99 or ASTM D-698 The moisture content of the backfill pnor to, and during compacfion lateral pressures on the structure.
E. Excavat�on, placement and compaction of urnt wall fill and backfill matenal as specified G. Reinforced Backfill-compacted sod which is uwthin the reinforced sod volume as outlmed on construction drawings. Non-reinforced concrete may also be used shall be urnformly distributed throughout each layer and shall be withm a range of 2%below,
herem and as shown on the constru�t�on drawings the plans. to 2%above optimum masture content 3.11 Qualitv Assurance:
B Unit Fdl/ Drainage Gravel Fill for units shall cons�st of clean 1" minus free-draining well
F ErecUon of KeyStone segmental concrete units and placement of structural geognd and H Foundation Sod-compacted or in-situ sod beneath the ent�re wall graded crushed stone or granular fill, meet�ng the requirements of the following gradation 3.03 Base Levelinp Pad: A. Quality Assurance and Spec�al Inspeetion for the pro�ect, shall be conducted in accordance 1��rr�eon
mstallafion of geotextdes. tested in accordance with ASTM D-422 with the applicable portions of the Uniform Buddmg Code, Intemational Bwlding Code and
I Leveling Pad-a level compacted gravel or non-reinforced concrete foot�ng upon which the A Leveling pad matenals shall be placed as shown on the plans, upon undisturbed soils or the Bwlding Construction and Safety Code, NFPA 5000, or as reqwred by the goveming Consulting Engineers and ScienUsts
G Fumishing a closure slab at the top of wall as shown on the construction drawings first course of segmental concrete facing units are placed Sieve Size Percent Passinq compacted subgrade,to a mirnmum depth of 8 inches budding department
1 inch • - • • .. . .. . . . .. . . .. ..,. . .. ... .. ... . . . . .100
1.03 Reference Documents: J. Tum-down Closure Slab-a concrete slab constructed at the top of the wall behind the cast 3/4 inch . . . . . . .. . .. .. .. . . . . .. .. 75-100 B Levelmg pad materials shall be compacted to prowde a level hard surface on which to place B AII Spec�al Inspectors shall be under the supernsion of a reg�stered engineer q�rgp�}{p$�{pyQ�UE,SUITEHd %�.nzesz�
in place concrete coping to prowde a closure for the void befinreen the ebsting gabion wall No 4 . . .. . . . . .... . . .. .. . . .. . . . . . 0-10 the first course of urnts Level�ng pad materials shall be compacted to a minimum of 95 �c+e��e��� F��+��a�-++�+
A Amencan Assoaation of State Highway and Transportation Officials(AASHTO,� and new KeyStone veneer retairnng wall and to pro�de a tensde resistant No 50 .. .... . . . . . . . .. . . . .0-5 percent of the mawmum density as determined by AASHTO T-99 or AS7M D-698 The C. TesUng and inspechon services shall be perforrned only by tramed and e�erienced
T-99 Moisture-Density Relabons of So�ls Usmg a 5 5 Pound Rammer m a 12-inch moisture content of the bac�ll matenal prior to and during compaction shall be urnformly personnel and expenenced techrnaans currently qualified for the work they are to perform.
Drop K Engineer-Terracon Consultants,Inc. 2.07 Wall Backfill: distnbuted throughout each layer and shall be within a range of 2% below, to 2% above
T-180 Moisture-Density Relations of Sods Using a 10 Pound Rammer in a 1&inch Drop optimum moisture content D. If Specia) Inspection is prov�ded by anyone other than the Engineer of Record, the
L Geotechnical Engineer-Ground Engmeenng A. Reinforced hackfill shall consist of suitable granular materials meeting the following qualificaUons of all speaal inspectors shall be rewewed and approved by the Engineer of
B Amencan Society for Testing and Matenats Standards fASTM,� gradation as determined m accordance w�th ASTM D-422. C. Leveling pad shall be prepared to insure complete conta�t of retaining wall units with the Record
C-33 Specification for Concrete Aggregates 2.02 Structural Geourids: base
C-140 Methods of Samplmg and Testing Concrete Masonry Urnts Sieve Size Percent Passina E All work requinng Special Inspection shatl be made avadable and remain accessible and
C-150 Specification for Portland Cement A The geognds shall be Strata as shown on the plans, or geognd of equivalerrt long term 4 inch . . . .. .. . . . . ... ... . . . . ... . 100 D. Prowded that compachon is maintained, levelmg pad matenals may be extended Imearly e�osed unt�l it is observed by the Special Inspector
C-1372 Standard Spec�ficat�ons of Segmental Retainmg Wall Uruts design and connect�on sfrength with the segmental concrete �aang, consisbng of regular No 4 . ... ... .. .... .. . . .. . ..... . .. . . . . ..20-100 beyond the profiles shown on the plans to accommodate full-sized facmg urnts
D-422 Method for Particle Size Analysis of Soils grid structure of high tenaaty polyester mult�fitament yams woven m tension and finished No 40.... . ... ... .. . . . . .. . . . . ... . .. . ... 0-60 F Duties of the Special Inspector
D-698 Method for Laboratory Compaction Charactenstics of Sods Usmg Standard Effort with PVC coat�ng No 200... .. . . . . . . .. . . .. . . . . . . 0-15 3.04 Seamental Concrete Facinq Unit Installation:
D-732 Shear Strength of Plastic by the Punch Tool Method 1. The Special Inspector shall observe the work requmng special inspe�fion for
D-790 Flexural Properties Testing of Plast�c B. The manufacturer shall pro�de the certification that the ultimate strength of the geognd as The plashcity index of the fine fraction shall be less than 6. A. The first course KeyStone segmental concrete facing units shall be placed on top of and in conformance with the approved design dratinnngs and specifications
D-1557 Method for Laboratory Compaction CharactensUcs of Sods Using Mod�fied�ifort per ASTM D6637 is equal to or greater than the ulbmate strength called for on the drawings full contact w�th the leveling pad The urnts shall be checked for proper elevation and
D-1556 Method for Density and Urnt Weight of Soil m-Place by the Sand Cone Method if hand compaction methods are utdized in any portion of the wall backfill, the mawmum al�gnment 2. The Speaal Inspector shall fumish inspection reports to be kept at the site for
D-6938 Methods for In-place Density and Water Content of Sod and Sod-Aggregate by Geogrid Type Ultimate Str+ength Long Term Design Str+ength particle size shall be limited to 3-inches. use by the Budding Offiaal, the Contractor and the Engmeer of Record if
Nuclear Methods Strata (IbJft) (Ib./ft) B Units shall be placed side by side for the full length of the wall. Proper alignment may be Special Inspection �s prov�ded by anyone other than the Engineer of Record,
D-4253 Methods for Ma�amum Index Density and Unit Weight of Sods Us�ng a Vbratory SG200 3500 1678 B. The use of CDOT Class I structural fill as reinforced backfill is also acceptable achieved with the aide of a stnng line or offset from baseline. reports shall be submitted to the office of the Engineer of Record on a weekly
Table SG500 6400 3067 bas�s All discrepancies shall be brought to the attention of the contractor for
D-4254 Methods for Minimum Index Dens�ty and Urnt Weight of Sods and Calculabon of C USCS sod types CL, CH, ML, MH,or SC shall not be used in any portion of the wall backfill C Fiberglass connecting pins shall be installed in the KeyStone units and the voids in the urnts correct�on,then if uncorrected,to the design authonty and the Bwldmg bfficial
Relative Density including retained matenals placed beyand the reinforced zones filled with tamped unit fill
D-4595 Tensile Properties of Geotextiles by 7he Wide-Width Stnp Method 2.03 Geotextiles: 3 Upon completion of the assigned work,the Special Inspector shall complete and
D6637 Standard Test Method for Determinmg Tensile Properties of Geognds by the D. AII reinforced backfill matenals shall also hav�e the minimum engineenng properties shown in b. AII excess matenal shall be swept from the top of the urnts pnor to installing the next course sign a final report certifjnng that to the best of his knowledge, the work is in
Single or Multi-Rib Tensde Method A The geotextde shall be Contech C-60NW as shown on the plans,or eqwvalent,consist�ng of Section 4.01, Item A Each course shall be completely filled pnor to proceeding to ne�d course. conformance with the approved plans and speaficat�ons, and the applicable O
D6706 Standard Test Method for Measuring GeosyntheUc Pullout Resistance in Sod spun-bound 100%co�t�nuous filament polyester needle punched engineenng fabnc. workmanship prowsions of the code �
E All backfill matenals,whether on-site or imported,shall be approved by the Engineer prior to E. Lay up each course of KeyStone units insunng that connecting pins protn.ide mto ad�oming ■� �
C National Concrete Masonry AssoGation(NCMA1 B The minimum physical properties of the geotextile will indude the followmg• construction. courses above a minimum of one mch Two pins are required per unit Pull each urnt G. Special Inspection Gradmg ExcavaUons,Grading and Filling Operations � �
NCMA Design Manual for Segmental Retairnng Walls 1 Tensde Strength(ASTM D4632)-150 Ibs forward,away from the embankment, against the pins m the prewous course and backfill as �
NCMA SRWU-1 Connection Strength between Geosynthetics and Segmental Concrete 2 Burst Strength(ASTM D3786)-280 psi F. Test results of all proposed backfill matenals, whether on-s�te or imported, shall be the course is completed Repeat procedure to the extent of wall height Unless otherwise directed by the Engmeer of Record or required by this Techn�cal Scope of � O
_ Units 3 Puncture Strength(ASTM D4833)-851bs submitted to the Engmeer for approval pnor to construction Work, the type and minimum frequency of testing for sods related portions of construchon
NCMA SRWU-2 Shear Strength between Segmerttal Concrete Un�ts 4 Permeabdity-110 gpm/f'� F. Where the wall changes elevaUon,units can be stepped or turned�nto the embankment with wdl be as follows � O
2.08 Subdrain: a convex retum end as appropriate Prowde appropnate buried units on levelmg pad in area
D Alpine Engineenng, Inc, Prelimmary wall Layout Plan, Sheet No C1 05, Project No C The manufacturer shall fumish the Engineer with written certification that all geotextde used of convex retum end. 1. F�eld density tests in accordance with ASTM D6938 or ASTM D1556 / ,
17030.00,dated Apnl 9,2009 for construction meets or exceeds the minimum propert�es required. A. Geotextde used for subdra�n construcUon shall be non-woven needle-punched fabnc such "�� V
as Cantech C-60NV1/or eqwvalent 3.05 Caq Installation: Subgrade So�ls-One test for every 500 to 1000 square feet of subgrade area �/1
- E Geotechnical Pacameters sent by Ground Engineenng wa emads on June 3,2009. 2.04 Seamental Concrete facinq Units: Base Leveling Pad-One test for every 100 lineal feet of wall length ��� "
B Dram pipe shall be 4inch diameter slotted PVC or HDPE such as ADS Drainguard or A Place KeyStone Cap units over pro�ecfing pins from units below Pull forward to set back Reinforced Backfill-One test for every 500 to 1000 square feet of backfill per lift � �
F Where speafications and reference documents conflict, the Engineer shall make final A The segmental concrete faang urnts shall be manufactured by a licensed KeyStone approved equivalent posit�on Backfill and compact to firnshed grade. � �
- determinat�on of the applicable document. Representative. 2. Laboratory moisture-density relationships in accordance with AASHTO or ASTM � �
C Gravel shall be clean 314inch minus free drairnng stone or crushed rock with no more than B As required, prowde permanent mechanical connection to wall urnts with construcfion cntena as specified for subgrade,base leveling pad,and reinforced backfill
1.04 Saecial Provisions: B. All concrete wall units induding cap units shall have a minimum net 28-day compressive 5%passing a U S No 200 sieve adhesive or epo�cy Apply adhesive or epmcy to bottom surFace of cap units and install on
strength of 3,000 psi. The concrete units shall have the reqwred fteezefthaw protection with units below Construction adhesive shall meet the requirements of the retairnng wall 3 Gradation Analyses in accordance with ASTM D422
A The des�gns presented herein are based on wall profiles, soil parameters, foundation a ma�amum absorpUon rate of 8 percent m southem climates, and 6 percent m northem 2.09 Tum-down Closure Slab: supplier
condiUons and loadmgs stated in documentat�on as outlined in Section 1 03, Items D and E, climates Urnt Fdl-One test for e�ry 500 cub�c yards of material
and SecUon 4 01. The geotechrncal report did not explicitly provide soit parameters to be A. Tum-down Closure slab shall be non shnnk grout with a mmimum of 2000 psi meetmg 3.06 Subdrain Construction: Wall-Backfill-One test for every 500 cubic yards of matenal
used m the MSE retaining wall designs.Therefore,the validity of the values we assumed is 1. Cementatious matenals used in the manufacture of the units shall be Type 1 or ASTM C 1107-05 standard specificat�on
subject to our interpretation of the avadable information in the geotechnical report Type II Portland cement�n accordance with ASTM C-150 A Subdrams shall be constructed at the face of the wall to the lines, grades and dimensions If testmg sennces are pro�ded by anyone other than the Engineer of Record, reports shall
Geotechrncal parameters used for design should be confirmed by the Geotechnical B Closure slab shall be reinfor�ed w�th no 4 grade 40 rebars as shown on the plans shown on the plans. be submitted to the office of the Engineer of Record on a weekly basis
Engmeer of Record pnor to wall construction 2. All aggregates used m the manufacture of the units shall be normal weight
conformmg to ASTM C-33. 2.10 Deliverv.Storaqe, Handlinq B Subdra�ns should be sloped and dramed through weep holes in the face of the wall at a H Special Inspection Geognd-
B. Terracon Consultants, Inc. (Terracon) assumes no liabdity for interpretat�on of subsurface mawmum of 30 feet on center Special Inspection shall be made of the type, location, elevation, onentation and extent of
condiUons, su�tabi6ty of sod design parameters and subsurface groundwater condit�ons 3. Other Const�tuents - Air entraining agents, colonng pigments, integral water A. Structural Geogrid and Geotextile geognd placement m each wall
made by others. repellents, finely ground sdica, and other constituents shall be preNOUSIy 3.07 Structural Geo4rid Installation:
establ�shed as swtable for use in segmental concrete retaming wall units and 1. Contractor shall check to ensure that the proper materials have been received SEC710N 4: DESIGN NOTES FOR RETAINING WALL SYSTEM
C The remforced backfill to be used in the wall construction must meet speafic engineenng shall conform to applicable ASTM Standards or shall be shown by test or upon delivery A Geognd shall be onented w�th the highest strength abs perpendicular to the wall alignment
- reqwrements as outlined in the Techrncal Scope of Work Terracon makes no representaUon e�erience not to be detnmental to the durabdity of the segmental concrete 4.07 Desiqn Parameters:
that on-site sods are su�table for use m the MSE wall construction The swtability of on-site facing units or any matenal customanly used in masonry construction 2. AII geognds shall be stored above-20°F(-29°C). B Geognd re�nforcement shall be placed at the elevation(s) and to the extent(s)shown on the
matenals for use in the MSE wall construchon, as speafied herein, should be determined construction drawings or as direoted by the Engineer A Design of the reinforced sod structure�s based on the following parameters
' prior to construction C. Extenor dimensions of units may vary in accordance w�th ASTM C-1372 KeyStone 3 Contractor shall prevent excessive mud, wet cement, epoxy, and like matenal
Standard and Compac units shall have a mirnmum of 1 square foot face area each. which may affix themselves to the gndwork, ftom coming in contact with the C The geognd sod re�nforcement shall be laid honzontally on compacted backfill The geogrid Wall Seqment Friction Anale Cohesion Unit Weiaht
D. The cont�actor shall be responsible for the cost of all means of subsod improvement,cost of Segmental concrete facing urnt dimensions shall not dffer more than t 1/8 inch (3 2 mm) geognd matenal. shall be pulled taut and anchored pnor to backfill placement on the geognd Reinf Backfill 32° 0 psf 125 pcf
additional subsoil exploraUon;and for all tabor tools,eqwpment and incidentals necessary to from the manufacturer's published dimensions Ret Backfill 31° 0 psf 128 pcf
complete the work. 4. Rolled geogrid matenal may be laid flat or stood on end for storage D. Geognd remforcements shall be continuous throughout their embedment length(s) Spliced Foundation 31° 0 psf 128 pcf
0 KeyStone Century block units with unit fill shall prowde a mmimum of 150 psf of wall face connecfions between shorter pieces of geognd wdl not be allowed PROJ. N�. 65095812
E. The contractor shall be responsible for complNng with all federal, state and local area. Fill which is placed within the dimensions of the urnts may be considered as 80% of 5 Geognds and Geotextde shall be stored according to manufacturers
reqwrements for execuUon of the work,including local budd�ng inspect�on and cuRent OSHA the effective weight recommendaUons E Tracked construcUon equipmerrt shall not be operated directly upon the geogrid B. Intemal Stabdity of Walls DRAWN: J KT
excavation regulafions � remforcement A minimum fill thickness of 6 mches is required pnor to operat�on of tracked Mirnmum Factor of Safety on Geogrid Strength . . . . . 1 5
E KeyStone urnts shall have angled sides capable of concave and convex alignment curves B Segmentai Concrete Facmg Units vehicles over the geogrid. Tracked vehicle tuming should be kept to a mirnmum to prevent Minimum Factor of Safety on Geognd Pullout ..... ... . . . . ... . . . . 1 5 CHECKED: TMK
F Pnor to undertawng any grading or excavation of the site, the Contractor shall confirm the with a mirnmum radws of 3-1/2 feet. tracks from displacmg the fill and damagmg the geogrid. Mm�mum Factor of Safety on ConnecUons(Peak Load Cnterion).. . . . . . . 1 5
location of proposed retaining wall and all underground features, mcluding u61ity locat�ons 1 Contractor shall check the units upon delivery to ensure that proper matenals F. No changes to geogrid tayout, includmg,but not limited to,length,geognd type,or elevation, Mirnmum Factor of Safety on Connections(Senriceabdity Critenon) . . .. . . . 1 0 APPROVED: SDN
w�thin the area of construction F KeyStone Units shall be iriterlocked vinth non-corrosive fiberglass pins have been received shall be made without the approval of the Engineer. Percent Coverage of Geogrid . . ... .... . . . . 100%
G. AII work undertaken in the construction of the retairnng walls are subject to the qual�ty G F�rnsh and Appearance 2 Contractor shall prevent excessive mud, wet cement, epoxy, and Iike matenals 3.08 Reinforced Backfill Placement: C. E�emal Stabdity
DATE: 1/8/2010
controUassurance and spec�al inspection provisions outlmed in Section 311 from coming in contact with and affibng to the units Minimum Factor of Safety Against Base Sliding . . . . .. . .. . . .1.5 REVISIONS
1 All units shall be sound and free of cracks or other defects that would interfere A Remforced backfill shall be placed,spread,and compacted in such a manner that minimizes Mirnmum�actor of Safety Against Ov�ertuming . .. . ... . .. . . 2 0
H Terracon was not prowded with complete uUlity informafion at the t�me of preparaUon of with the prope� plaang of the unit or significantly impair the strength or 3 Contractor shall protect the units from damage �e cracks, chips, spalls). the development of slack�n the geogrid Minimum Factor of Safety(Global Stabdity) . . . .. . . . . .. . . .... . 1 5
these drawings Where there is potential for geogr�d/utdity conflicts, Terracon should be permanence of the construction. Minor cracks inadental to the usual method of Damaged units shall be evatuated for usage in the wall according to ASTM-C-90 Uniform Surcharge(Traffic) .. .. . . . . . . . .. ... . . . . . . 250 psf
afforded the opporturnry to rewew the utdity plans for rewew and modificafion of these plans manufacture, or minor chipping resulUng from shipment and delroery, are not and ASTM G1372. B Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand Uniform Surcharge(Pedestnan) .. . . . . . .. . . . .... .100 psf
as necessary grounds for reject�on compacron is used,or&10 inches where heavy mechanical compaction equ�pment is used Backfill Slope. . . . .. .. . . . .. .. . .As shown on the Plans
SECTION 3: EXECUTION
I. Terracon has completed engineenng design of the proposed retairnng walls, including 2 The exposed surfaces of units shall be free of chips, cracks or other C. Reinforced backfill shall be compacted to a minimum of 95 percent of the maximum densiry D Hydrostatic Loading .. . . .. . . . .. . . .. None
internal stabdity and local extemal stabdity where applicable, based upon the informafion imperFecfions when wewed from a distance of 10 feet under diffused lighting 3.01 Construction: as determined by AASHTO T-99 or ASTM D-698 The moisture content of the backfill
prov�ded to us as outlined above Terracon assumes that the suitab�lity of plaGng retaining material pnor to and dunng c�npachon shall be uniformly distnbuted throughout each layer 0 OZ ARCHITECTURE
walls at the IocaUons prov�ded to us, including geotechrncal and geological suitabdity, has H Sampling and Testmg A. The excavation shall be carned to the lines and grades shown on the construction drawings and shall be within a range of 2% below,to 2%above optimum masture content. If a well
been determined by others. and to the extent neces§ary to place structural geogrid at the required embedment lengths defined ma�amum density curve can not be generated by impact compaction m the
1 Sample and test units for compresswe strength and absorpt�on in accordance Contractor shall be careful not to disturb base or ewsting sods/fills bey�ond the Imes shown laboratory,the backfill shall be compacted to a minimum of 70 percent of relative density as
J. An chan es in lanned radin , locations of structures or chan es in wall rofiles should with the a licable rowsions of ASTM Method C-140 Com ressive stren th exce t for that necessa to com I �nnth a licable safe r ulations determined b ASTM D-4253 and D-4254. -�
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be brought to the attention of Terracon for modification of the wall designs as necessary. test specimens shall conform to the saw-cut coupon pro�sions of section 5 2.4
of ASTM C-140 with the following exceptions B Exqvations wilf be made in a manner which wdl not disturb the ebsUng construction on the D Reinforced backfill shall be compacted in all areas to the lines and grades shown on the
K Venfy all dimensions and grades prior to watl construction site Contractor �nnll prov�de protection or wdl construct the walls in such a manner to plans includmg all sloped areas above or between wall t�ers ISSUED FOR:
a Coupons shall have a minimum thickness of 1-1/2 inches(381 mm). maintain the mtegnty of ewsting improvements dunng construcfion 100% CONSTRUCTION
DOCUMENTS PERMIT
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BEGIN WALL END WALL
WALL 3� BLOCK AND GEOGRID PLACEMENT
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`r° ;° r � � `r° SECTION SHEET RW-D1 FOR DETAILS �
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�\,,�.�,��,���;��;.. , �j ADJACENT UNITS TO ALLOW
, �`*.��+.�,,�`.� ,,� \�/� THROUGH WALL FACE DRAIN TILE THRU FACE. phone 303.449.8900
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�����`'��`��''��` ` �� MEET ASTM C 1107-05 STANDARD
�., �/��\ SPECIFICATION (TYP.)
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� KEYSTONE CENTURY ' � �------"--�-�"—'--`--`-'-----��--_�_____T_�_—�_..��.��_�_._..._ �� REINFORCEMENTS TO THE ; ; I _
X � '� � � � " ' ` � ' ' ' ' ' � � 1ST COURSE ABOVE GRADE
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� BLOCK UNIT (TYP.) ��e"-��a" ���-��� ; ' , - ' ', . ' -. . /�� BACK OF EXCAVATION TO ;
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a ,� 8�� ��r�vy�,r� � . � - � �\� REDUCE DIFFERENTIAL -- - ---;-- ---
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' PROVIDE 4 DIAMETER SOLID �.��;a'A ' � ' '� ' • � � "' �
_ �t�<�? Y � � � � �� SETTLEMENT IN OVERLYING �
_ � ; ,
DRAIN PIPE WEEPHOLES AT - '-'_�,.."���,^,T_�»�_._�,_�_...�_�_�_�_�.__...�_�.��..:�..,_ � -- -- ----- -
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�= W � „r����►--� MINIMUM 1-FOOT OF UNIT FILL BEHIND BLOCK COURSES (TYP.) �� � SURFACE SEE DISCUSSION ; -- , � � r T
_ � MAXIMUM 30 ON CENTER (TYP.) ",����� . , , , .. � � , � - �/ �� THIS SHEET � ' C � � , � � C �
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= ti �------��_` —�-,-,--------- �-
��'�t'� � - ,�' �T� � . � • ���� DAYLIGHT DRAIN FINISHED GRADE AT
�.�:,s
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� �� ;�-; k����- � � MINIMUM GEOGRID EMBEDMENT LENGTH "L" � �/ THROUGH WALL FACE BOTTOM OF WALL
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,����.
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\ ' _ _
��'�:":.���" \ ����������������\��\��\��\�������� � �STRATA GEOGRID REINFORCEMENT ,�'.. :'�`
/� ��/������/�\ (TYP.). SEE WALL PROFILE FOR GEOGRID TOE DRAIN DETAIL . .S.� ;,,� : / ,;•��,,,
% .�'•G�����
4" DIAMETER PERFORATED �PE, MINIMUM EMBEDMENT LENGTH AND ��.,,°,,,�ss�o•� �E�G���°°� �,
8-INCH COMPACTED GRAVEL TOE DRAIN ADS OR PVC PIPE L�►YER ELEVATIONS. ,,,,,,,,,,,,,,,, �,�
LEVELING PAD (TYP.) WRqppED IN FABRIC SEE �
DETAIL SHEET RW-D2
- Backfill Movement and Soil Cracks � �
A TYPICAL RETAINING WALL CROSS SECTION (NOT TO SCALE) Mechanically Stabilized Earth (MSE) retaining walls are flexible reinforced soil masses, which
interact with the foundation and retained backfill zones to provide a stable retaining structure �
These soil zones have different stress/strain/consolidation properties which can result in �
differential movements and strain of the reinforced and retained soil matrix. � �
�
��
� PROVIDE N0.4 GRADE 40 ��
CONTINUOUSE REINFORCING Relative movement of the soil masses �s typically noted �n taller wall or t�ered structures with
� BARS AT 1.5 FT O.C. small soil cracks occur behind the wall structure near the boundary of soil zones with d�fferent
10 IN strain properties Experience has shown that this type of soil cracking is most noticeable after
TURN-DOWN CAST-IN-PLACE very heavy rainstorms where the additional saturated soil weight and seepage pressure involved
CLOSURE SLAB CONCRETE COPING can cause slight differential movement of the masses A wall schematic and possible causes are
shown below
�� � � l I • Possible causes of soil cracking
' ; ��:.::�. :�;..i ; GROUT CELLS SOLID AT
_.�:�,.�.::"�'��`�_,�,;��.,�,} ���� � LOCATION OF VERTICAL 1) Consolidation of reinforced zone
,: .
.:'�' � ��'������'��.`' � �����'�< � REINFORCING WITH 2O00 backfill - Any settlement of remforced fill
:° � ;�.�'. C ra c k
. ����� �f � PSI NON SHRINK GROUT Crack relative to adjacent soils man cause
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PROVIDE NO. 4 GRADE ' *�r:��':�����'� �� 5 ���:•�':�'•'��:: TO MEET ASTM C crac king a t en d o f rein forcemen t I f s o i l s
40 CONTINUOUS 1107-05 STANDARD are placed and compacted in dry
REINFORCING BARS AT �•��� SPECIFICATION conditions, water can cause secondary
�.5 FT O.c. ����'�'`� SECTION A-A (NOT TO SCALE)
h C.I.P. CONCRETE �:r�4:���:.���`��`�'� consolidation of the reinforced fill and
COPING �� `���`���` _ cracking at the end of reinforced zone.
KEYSTONE CENTURY BLOCK UNIT TYP. ��M�:� �+?�j���.,,J:,,. , - � 2 Fill Consolidation _
( ) :. ��.,�.�,�.
x 10 I 5.5 FEET MIN. `�S'2 :'``���;�,��:��� -
2) Consolidation of retained soil wedge
PROVIDE MIN. 18" OVERLAP OF REINFORCING „ „ �vP� `� ���������4��� � j 1) Fill Consolidation Similar to Item 1 causing cracking at the
STEEL. INSTALL AT MAX. 6' O.C. 2 IN. COVER 5 MIN S�OQ .;:�r:��;�����. �"
` i back of fill wedge relative to existing soils
: �:��,�.���� � �
TOW EL. _z°io ,,��,�r;��,�,: � ,
3) Lateral wall movement due to active ����, ��, ��������
__ d � __' 3) Active eart earth pressure state - lessor quality
:a • �:'��\`,�':` �
W N0.4 GRADE 40 _ ----' ---------- ,��`�
� REINFORCING BARS ° � � pressure rain � g
� � p • ° FOOT MIN. Existing ground backfill soils exhibit hi her lateral ������- ���
� AT MAX. 6 O.C. � �
1.5' MIN. / i, movement to mobilize the active eart
a �� �`"'� PROVIDE A 90° RETURN OF � -^ pressure state. If the reinforced wall mass �������' ���
z g PROVIDE 4 DIAMETER SOLID , � strains laterally, the fill must settle �,������,�, ���
= W DRAIN PIPE WEEPHOLES AT 6" MIN. � pROVIDE 3/4" PLY WOOD FORM AS VENEERED WALL. SEE SECTION A-A
w 30 MAX ON CENTER TYP. VOID SPAC� � - accordingly and cracking can occur
�? � � � REQUIRED TO BRIDGE VOID SPACE Limits of excavation ����' ��������
_ � EXISTING GABION BASKET __ 4) Foundationy ettlement - The foundat�on ���,����;��
� cc EXISTING PAVED �,rr_, , soils of man wall structures have
EXISTING GABION BASKETS RETAINING WALL experienced the loading from the new f�ll
Q !� PARKING LOT � wh�ch can cause differential settlement
� = r��:>�� RETAINING WALL. DESIGNED AND pROVIDE A 90° RETURN OF -` � 4) Foundation settlement
between the wall volume and cut slope
.� h� CONSTRUCTED BY OTHERS. MSE RETAINING WALL. ���' ` �,.I,�}�� "
Z ,,._`,�, ��; ., .
� ,�.� < y,F��, .::..........., ;
N 2.0 FEET MIN � � � F���� MINIMUM 3 FEET OF RETURN � ' � J ;A ; 5 Toe Settlement -The wall toe can
a e ,, ! ;��� • 3/4" CLEAN GRAVEL :;�>.�,,��... � 5) Toe settlement
We rbu h a n t h e w a l l
e ' �z�J�' .c....i..::::....:........::.:.' :.}:: ..'}..�:: '?•t"'. I
BOW EL. � - ---- -- y � '° � e x p e n e n c e m o r e s e t t l e m
.' � ...�A TY P I C A L S E CT I 0 N heel due to the lack of ove den or �,� ��,����IT��T���
� GROUT CELLS SOLID AT LOCATION OF VERTICAL ; ` � � ���r=vt`��v�>:� �<��"�"` ��:>� ��, confining pressure resultmg m slight lateral
8 IN (Tl(P.) a , • ,:.,..,...r .�. ,., :�v:>-;:>�::.>.;.
� REINFORCING WITH 2O00 PSI NON SHRINK GROUT TO MEET �`����-~��'���'����� �m�������" ���'' °°' � wall movement in the u er wall section
CURB AND GUTTER , _ �Y���,;�,�%�.�.:��;:;�;� ��� ..:.: ::::....
� w� x�,� ��.��,..,. : : :...; pp
STRATA GEOGRID ,-,r..�•�.L,�.�� ,r:�.j.a.,,�:���.r�:��;�,�. �
DESIGNED BY OTHERS 1.5 O.C. ASTM C 1107 05 STANDARD SPECIFICATION �4�,.���,��,��.��'��.��,�v, �.�-��,_ -- -- --- ----------------------------------- ��
, � �_ . �.�
; 9(•'�' "� ,y �y{ '� ,.�9'"` �`
� M � � 6 MIN VOID SPACE ae�nfoeceme tacking at the end of ����� ���€�
,r✓ 'F �� �f9 r �:.,...Y.., r y. @
REINFORCEMENT. �A�:::�:: °��'�� �� �
NO. 4 GRADE 40 REINFORCEMENT. 3 FT (TYP.) 8-INCH 3000 PSI o �':-.Y��,...::•�`�...,� .�.;'.
PROVIDE 3" COVER ALL AROUND CONCRETE FOOTING PROVIDE 100/o >`.. .. .� �: ������ a��:
COVERAGE AT THE Soil cracks can also be a sign of global instability or continuing settlement which requires
CORNER OF WALL evaluation by a geotechnical engineer However, most minor soil cracking observed is structurally ������ ������������
INSTALLATION insignificant to the long term performance of the wall structure but can lead to reflective cracks in �����'����'� ������
TYPICAL RETAINING WALL CROSS SECTION AT NEW MSE VENEERED WALL pavement sections and/or separation of curbs when of greater magnitude ���
B RETAINING WALL ����� ��a��
EXISTING GABION BASKET WALL (NOT TO SCALE) S�gnificantly increasing the length of the upper reinforcement levels to help bridge the potent�al ����,��� ���,�,����
Acrack zones can be prudent precaution for pro�ects with flexible pavements extending over all ���� ����� ���-����
zones High quality backfill, proper backfill placement and compact�on, and f�rm foundations are
the best precautions against soil cracking
WALL TRANSITION DETAILS tNOT TO SCALE) ������ � ����
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- �
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CENTURY WALL UNIT �;� ��,��s�r�6��:��-.���;�.��G���. ,� , — � - �_ � -� -,,
� ELEVATION CAP UNIT ELEVATION a—I�—�� I I' , I—I '� � _i I—I—�� � I ��;
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� STEP 1805 29th Street
��g��� g•� 8" CRUSHED ROCK OR
�--y UNREINFORCED CONCRETE Suite 2054
� , _ � I I LEVELING PAD Boulder, Colorado 80301
+i ' ;i ' ,
- , phone 303.449.8900
N � '�_ \'� � ,,1'�'�
ELEVATION UNIT REINFORCED RETAINED
r' ' 's � � � m' N 1/2�� X 5 1/4° FILL BACKFILL BACKFILL
I �� r �;
� � 1'�� FIBERGLASS PINS
LARGE UNIT PLAN a o� EXTEND UNIT FILL
, FRONT FACE \� 12 INCHES BEHIND STATA
„ 14° � � — �—�� — KEYSTONE BLOCK UNITS �\ e � BLOCK UNITS
11 �'�� — I —���—'��1-1 1-�� ��—�'=T�=,-_----� �
CAP UNIT PLAN -- - � _ _ __ � � srRUCTURa�
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PL�4NT LEGEND-TREES/SHi�UBS/ORNl�MENTI�L GRA�SSES
SYM80L D�SGRIPTION
KEY QTY BOT?�NIG�4L NA�ME GOMMON NAME 51ZE NOTES -.�
25 �V�RGREEN TREES SEE PLAN FOR � EX I 5T I NG �I R, SPRUGE OR P I NE TO REM?�I N.
PPS 2� PIGEA f'UNGENS GOLORADO SPRUGE 6'-12' HT 5P�GIPIG LOGATIONS OP � � ) SEE 5URVEY �OR 51ZE5.
PAB 3 PINUS �4RI5TATA BRISTLEGONE PINE 6'-8' HT. b', 8', 10' AND 12' TREES �
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PTA 44 DEGIDUOUS TREES � AflCNItECtUR
POPULUS TREMULOIDES ASP�N 2"-3" GAL. • ` EXISTING ?�SPEN TO REMf�IN
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� � 1805 29th Street
bl EVERGREEN SHRUBS Suite 2054
PKM 'T PINUS MUGO 'SLOWMOUND' SLOWMOUND MUGO PINE 6 G,4LLON �� EXISTING TR�ES TO BE REMOVED Rpp,D Boulder, Colorado 80301
PPD 3 PIGEA PUNGENS 'GLOBE' DWARP GLOBE SPRUGE 6 GALLON
PPG 26 PIGEa PUNGENS '6LOB05P�' 6LOBE SPRUGE 6 GftLLON
A ' A RY' GALGARY GARPET JUNIPER 5 G�4LLOM FRpNT A phone 303.449.89��
JGG 25 JUNIPERUS SABIN G LGA So�-cN
153 DEGIDUOUS SHRUBS � '
AAS I fkMELANGHIER rALI�IFOLl�4 5A5KATOOK SERVIGEBERRY 5 GaLLON � � �
GSG 10 GORNUS STOLONIFERA 'GOLORADENSE' GOLORf�DO DOGWOOD 5 GALLON �. _ � � � � / �` _ — — — �
GLP 15 GOTONEASTER LUGIDUS PEKING GOTOKEASTER 5 GALLON � - - - � // \\ � � � macDesiQ�1 1
PAR 2 PEROVSKIA ATRIPLIFOLI,4 RUSSIAN SAGE 5 GP�LLON � ,- � _ � -- � / 1 � ` � � � v
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1(LM 3 YIBURNUM LA1�T�4NA 'MOHIGAN' MOHIGAN Wa1'PARING TREE 5 GALLON � `� � I _. _ — — � � — � � � ' � -8�— � 55U ' 2 PT?� `�� � ' ; � � b�.� SITE PLANNING
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145 ORNAMENTAL GR?�55E5 _ — �" � � � � — — — � ?P ♦ � , , I
LIMITS OF 970 513 9345
PAP 35 PH�4LARI5 ARUNDINAG�A 'PIGTA' RIBBON 6RA55 I GALLON \ _ _ � _ — -- "� � � � � � _ -I-PN�I 55U ,�5 PP5 � ;-�•� � � � SNOWMELT
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GRAPHIC SCALE SCALE: 1"=20'
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M?�STER PL/�NT L�GEND
DO NOT PRUN� OR
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KEY C,ZTY BOTANIGA�L NAME GOMMON NP�ME 512E NOTES DAMAGE LEAflER PRUNING MUST �IRST B�
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SEE PLAN FOR ARGHI'I'�GT
PP5 �2 PIGEA PUN6EN5 GOLORADO SPRUGE 6'-12' HT. SPEUFIG LOGATIONS OF
pAB 8 PINUS ARI5TATA BRISTLEGONE PINE 6'-8' HT. b',8',10'AND t2'TREES NYLON YVEBBIxG STR�4P
PrA � aeaauous rr�es 3 6UY WIRES AT 120 I��GREE5
POPUUJS TREMULOIDES ASPEN Z"-g"GAL O.G., U5E NYLON 1^4�BBING
' 5TRAP AT TRE�
bl EyER6REEN 5HRUB5 —'
PNM 7 PINUSMU60 '5LOWMOUND' 5LOWMOUNDMUbOPINE b6ALLON ` BITUMIHOUS IMPRE6N?�TED �LAGGING RBCHItEC1UflE
� PPD 8 PIGEA PUN6EM5 '6LOBE' DWARF 6LOBE 5PRUGE 6 6ALLON / TREE WRAP-F?�STEN TOP �—�
PP6 26 PIGEA PUN6EN5 '6LOB05A' 6LOBE SPRUGE 6 6AL�ON � 3 BOTTOM (FALL INSTAL- -'-'�---
JGG 26 JUNIPERUS SABINA 'GAL6ARY' GA�L6ARY GARPET JUNIPER 5 6ALLON � L,4TION ONLY) � ____.----'�
� i53 aecir�uous sHriues 6' LON6 N►�TAL "T" P05T 18" LONG METAL STAKE 5�T 2'-6" DIA.
I AMELAN HIER ALNIP LIA PAINTED GR�EN -- FLUSH WITH FIN 5H 6 wRADE�� SAUGER RIM 1 05 29th treet
AAS G O 5ASKATOON SERVIGEBERRY °3 6ALLON �LG,,,� Suite 2054
G5G 10 GORNU5 STOLONIFERA 'GOLORADENSE' GOLORADO DO6WOOD 5 6ALLON 5AUG�R RIM (S�E �101'�5) � Boulder C
GLP l5 GOTONEASTER LUGIDUS PEKIN6 CATONEA5'I'ER 5 6ALLON SAUGER RIM (S�� �lOT�S� p � olorado 80301
PAR 2 PEROVSKIA ATRIPLIFOLIA RU551AN 5A6E 5 6ALLON �INISH GRAD� ---�— �INI5H GRP�DE � 3 3u MU�.G"� phone 303.449.8900
505 I'f 5YMPHORIGARP05 OREOPHILUS MOUNTAIN 5NOWBPRRY 5 6ALLON r.
PFK 26 POTENTILLA FRUTIG05A 'KATFfRYN Dl'KE5' IU4TFfRYN DYKES POTENTILLA s 6ALLOH — EXISTIN6 UNDISTURBED � ' EXISTING UNDI5TURBED �(,(,� �, � PLANT ROOTBP�LL �
PXG 4 PRUMUB X USTENA PURPLE LERF PLUM B 6ALLON — — �.7UBGRADE — — ���D� `c,'�'! , �"� �c,�}�C.�W � 6RADE WH1GH 5HRUB
SSU 70 50RBARIA 50RBIFOLIA UR,4L PAL5E SPIREA s csAt.LaN . R�MO�(E TOP I/3 OP BURLAP _ Lu �`� I GREW IN NURSERY
VLM S VIBURNUM LANTANA 'MOHIGAN' MOHIGAN WAYf'ARIN6 TREE B 6ALLON _ _ $ Aj,.L WIR��NI�T�L, �TG. _ R�M01/� TOP 1/3 OF BURLAP � � (,�,�
n � _ 3 A�LL WIRE/META�L, ETG. ��'�� � � I SAUGER RIM
145 ORNAMENTAL 6RA55E5 ' B�hGK�ILL AS SPEGIPIED �— — B�GKPILL A5 SP�GI�IED � 0
PAP 35 PH,4LARI5 ARUNDIN,4GEA 'PIGTA' RI860N 6RA55 I bALLON _ � — p I FINISH 6RAD� � �� macDesi 1 1
HSB 42 HELiGTOTRIGHON SEMPERVIRENS BLUE AVENA 6RA55 I sA��ox - - GOMPA�GTED SP�GI�IED - GOMPAGTEI� SP�GIFI�D �''O O �
M56 18 MI5GANTHUS 51NEN515 '6RAZIELLA' 6RAZIELLA MAIDEN 6RA55 B 6ALLON ,T BAGKPILL �OR SETTING BP�GKPILL POR S�TTING � � � g
- - OP ROOTBALL � � — _ o� Roo��1. � _ Qf �� LANDSCAPE
PERENNIAL FLOV'lERS/6ROUNDGOVER
14'1 1 6ALLON POT5 �
, , � H 2X BALL DIA�. 2X BaLL DIA. � — � � _ _ S���D� d �i ARCHITECTURE
RF6 4 RUDBEGKIA FUL6IDA 60LDSTRUM 60La5TRUM BLAGK-EYED 5U5AN I 6AL O � � , �, ROOTBALL � � �
P5P B PENSTEMON 5TRIGTUS ROGKY MTN,PENSTEMON I bALLON '� MIN. � MIN (REMOVE GONTAIN�i� � ������ SITE PLANNING
V5B S4 VERONIGA 5UNNY 'BORDER 6LUE' SUNNY BORDER SLUE 5PEEflWELL 1 6ALLON , , � a '
WcF 2 NEPETA X FAA55ENI1 '51X HILLS biANT' 51X HILLS 61tkNT GATMINT I 6ALLON NOTES: NOTES: ' - Bl�GK�ILL M�TERIAL
AGG 15 AQUILEbIA GAERULEA ROGKY MTN.GOLUMBINE I 6ALLON P O BOX 6446,AVON,CO 81620
�ss 5 LUPINU5 SPEUES umihte � 6A��oN - - UNDISTURBED 501L ON 970 5 1 3 9345
AsA 4 ARTEM151A SGHMIDTIP�NA 51LVERMOUND 8P�6E � bn��ort (. DEGII�UOUS TRE�S TO BE PLr4N'f�D 3. SAUGER RIM IS TO BE i. E1/ER6RE�N TRE�S TO BE 3. 5�4UG�R RIM IS TO BE - - BOTTOM OP RODTBALL
HAR �e HEMEROGALLI5 'AU�rut�rt��� RED DAYLII,Y I 6ALLON aT OR SLIbHTLY �BOVE PINISH ON DOWNHILL 51DE ONLY PLANTED 3" ?�BOVE ON nOWNHiLL SID� ONLY "'
LGG 10 LYGHNI5 GHAl.GEDONIGA MALTESE GR055 I 6ALLON GRAI7�. WHEN PL?�NT5 AR� PL�NTED �INISH GRAI�E. WH�N PLfkNTS aRE PLANTED
ARG 12 ALGEA ROSEA 'GHATER'S DOUSLE HYBRIDS' DOUBLE MIX NOLLYFiOGK I 6ALLON ON 5LOP�5, BUT 5H?�1.L ON SLOP�S, BUT 5H,4LL -
6GM 4 6EUM GHILOENSE rm¢s.Bwa,csHAw' RED AVENS I bALLON 2. WA�TER THOROU6HLY �T TH� TIME GOMPL�TELY SURROUND 2. WATER THOROUGHLY �T THE TIME GOMPLETELY SURROUND � 2X BALL t�la. I
u� �a LINUM PERENNE BLUE FLAX I 6ALLON O� PL�4NTING. DO NOT P�RTILIZE �T PL�KT ON L�L 6ROUND OP PLANTIN6. DO NOT F�RTILIZE f�T PLANT ON LEY�L 6ROUND k
AAA "! ASTER NOVI-BELbII 'PROFE550R KIPPENBUR6' DWA�RF BLUE FALL ASTER I 6ALLON 7H� TIME O� PLANTING. THE TIME OP PLANTING. MII`l. '
i'i FLATS-FIS/4"POTS "
6XG 80 6ERANIUM X GANTABRI61EN5E 'SIOKOVO' BIOKOVO GRANE581LL 4"POT ' O�UGI�S�
HHR 49 HEMEROGALLIS 'HAPPY RETVRNS' DMIARF YELIAVy DAYLILY 4"POT � 17�G I I�UOUS Tfi��� i�L�1�T I NG 2 ���RGfi���N Tfiz�� P���1T I NC� 3 5�ti�U� i��.��lT I�lG C�
EUU IB ERI060NUM UMBELLATUM 5ULPHUR FLOWER 4"POT �
15B 30 ISER15 SEMPERVIRENS EVER6REEN GANDYTUPT 4"POT L�.� NOT TO 5GALE L�.� NOT TO SGALE L 2.2 NOT TO SGAL� � (�
APV IB RE60PODIUM PODA6RARIA 'VARIE6A�TUM' VARIE6�4TED BI5HOP'5 WEED 4"POT
F6B IZO FESTUGA 6LAUGA BLUE FESGUE 4"ppT ��n9�na1����1��8 m
� 50 BOULDER OUTGROPPIN6 B'-6'DIA � Dat���l1���SUr� �
RIVER ROGK GOBBLE BORDER/ED6E ON 2 � Q+OO��
WEED BARRIER FABRIG
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GENERAL NOTES � �; � �� , ' " ';��
TOP VI�W E °t ���`
I. ALL YrORlG SHALL GOMPLY WITM ALL APPLIGABLE GOD�B,4ND ORDINANGES. '� �it'-T,^�.�,�ay� ' r f.;,�;,,�.� "
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Z. GONTRAGTOR(BJ SHALL STAKE OUT ALL AREA5 AND E5TA9LI5H ELEVATIONS FOR ALL WaL.K9,STEP5,WAt.l.B,PENGES,AND SHALL OSTAIN VENETIAN 5TONE-NIED. �
S RI - REGTAN6LE G N LE R
THE APPRdVAL OF TF�OV'AIER'3 REPRESENTATIVB PRIOR TO PROG�EDIN6 WITH WORk. 4 GE � O TT RN W/ 6"xa° Qav�R 8'X4" RIN E
9. GONTRAGTOR TO VSRIFY PIEl.D GONDITION5 AND NOTIP'f THE OWNER OP ANY DISGREPANGIES PRIOR TO I'ROG�DIN6 WITH THE YVORK. ' O
4 GONTRAGTOR 5HALL HAYE UTILITIES LOGATED AND STAKED AT LEAST 48 HOURS PRIOR TO SE6INNIN6 GONST'RIJGTION 2 � �A P� ° �� AV R R . � 2.38 , �
5. �XISTIN6'fREES TO REMAiN SHALL BE PROTEGTEI7 WITri 5EGUREa 5TRAW BALES AND/OR S Y�APS OP 5NOW FENGE PLR TREE.A 6'FENGE ° Ci L : � I LEN , �� �
SHALL BE EREGT�D AT DRIP LINE OF 1'REL.6"OF MULGN MATERIAL SHALL,4L50 SE SPREAD PROM B,45�O�7RE�TO DRIP LINE Of°TREE. �c� � 2u 12u P VE VEh1ETIAN STONE- Q
^ 6. �URNISH AND IN5TALL f�1.ANT MATERIAL AS NOTED. ALL PLANT MAT�RIAL SHALL BE APPROVED BY ONWER'3 REPRESENTATIV�PRIOR ��a� BIKE BIKE BIKE BIKE BIKE BIKE BIKE , �
O ( � 6" 12" P� b"X6u PAV�R 1 2 3 4 5 6 7
TO INSTALLATION. �HOULD A DISGREPANGY IN QUANTITIES OGGUR,PL.ANT QUANTITIL'S ON PLAN SFfAl.L TAKE PR�GEDENGE OVER Tfi05E � 36 � L
IN T+fE PLANT 5GHEDULE. ' O
" 'f. PR�OVIDL'A STAKEG L+4YOUT OF ALL PLANTIN6 ANa ED6ER LOGATION5 FOR RE�(IEW Bl'OWNER'5 REP.PRIOR TO 6E61NNIN6 YVORK. B �ND . ..�..x a�� �°'�`"' � �
& �„ -
8. PLANTlN6 BED5 5HALL GONSIST OR ORbANIG MULGH ED65D WITH STEEL ED61N6.hAJLGH SHALL BE SHREDDED GE1�A�R AT S"DgPTft,EXGEPT N -�: G ��D� � � • G �py � �`"^, �
IN FLOY�R AREA5 WHPR�MULGH SHALL SE 501L PEP AT�"aEPTH,5EE SPEUFIGATIONS SEGTION 0�9'30,PLANTIN69. VENETIAIV STONE-61ANT C ,�,.� _ �I C�
P 12"XI2" PAVER ,�� U
Q. PLANTIN6 SAGIGRILL MIX 5HALL GON915T OF 80AS NATI1/�TOP501L,AND ZORS�KD-GOMP05T,5EE 5f°EGIFIG�4TION5 BFGTION 02920 501L ) ' �
PREPARATION. 5 ITH V � G' '- 60 O.G. - ' 3. RIGHT SID� VI�W �l ;---� '�y t
io. r�arm stirlue weu.s ix w,arive�ag�a.�eE riu�wir�s„a�o�s�ee�s ceeAa r�u�c+�. �RONT VIEW ..j �-, �,_ -.. _..--- �
II. ALL TREE9 TO SE BTAKED PER PLANTIN6 DLTAILS,5MEET L2�. ` � • � � __,,.-�. L..- �°"""�( � �
12. LAND3GAPE GONTRAGTOR SHALL AMMENa t'LANTIN6 SED9 AND LAWN AREA3 WITH 4 GU.YARDS 301L AMMENDMENT AND!i L89.FERTILIZER
VENETIAN STONE-LAR6E . a�'
8 D REGTAN6LE "�_°_._--_',.�v W�-�."`---_�'�!^:��,��._.. •�
�s i000 5F,SEL'5PEUFIGATIONS 5tGTION OZ9Z0 501L PREPARATION N �� �GHO BIK� RA�GK BY MAT'�RI?�1.5 LI5T�
ig. PREPARP�TION OF NATIV@ 6RA55 AREA5 TO INGLUD�TtIE FOLLOWINbr � x�2 PANER 51TESGAPES �G2-�"i-SM (U Tubing -2 8/8" x .154" Wali Steal Tubing �
-lAOSEN sOIL TO A MINIMUM oP 4"DEPTH.REMOVE STONEB oVER�� IN DIaMETER,AND ANY sTIGKS,ROOT9,RUBBISH,OR��TJE� P.4. BOX 22326 (2) 5urface Plata -7 I/2°�X i/4" ThIGk Steel _. �
�,�, LINGOLN, N� 68542 Plate with Threa 9/Ib Mountln Holas
-6RADE AREAS TO A SMOOTH,PREE DRAININb EVEN 5URPAGB WIT�I A Lo05E,MODERATELY GOAR5E TEX'1URE.REMOVE RII�6E8 AhID FILL PFfONE: 402-421-Q464 (3) Mounted with Six I/2" x 4-5" S�alnioss TOWK O� VAIL APPROVED �
DEPRE5910N5 AS REQUIRED TO flRAiN. �3U I LI�I NC� �NTi�Y ��ST/V�l�ST W�LK WWW.51TE5GAP�50NLIN�.GOM Steel anchor Bo�ts BEAR PROO� TR/�SH GI�N.
-SEE SPEGIFIG/tiTION3 SEGTION 0�9�0 SOIL PREt'Al2ATION, AND WHERE SHOWN WITHIN GOLOR/PINISH:TBD INFORMATION TO POLLOW.
14. ALL 1�ISTUI28PD AREAS TO SE REYE6E'fATED(5EEGED)WITH�4 NATiVE 6RA55,50WN WITH 5EED MIX,AS 5PEUFIE3�,AT THE RA1L OF 40 TR�GT G ?�ND WEST �ND �T
�s.�P,cRt:.5EE SP�GIPIGAT►ON5,5EGTION OZ460 S�DIN6 I�ND 50DDIN6. WEST LIONSHEAD GIRGLE
IS ONE APPLIGATION OF A 171-AMONIUM PHOSPHATE PERTILIZER,18-46-0 AT THE RATE OR 8 LBS.PER 1000 5F',5MALL 9�SROP�DGAST PRIOR
To�5������.5E�5PEGIFIGATIONS,SEGTION 02q20 901L PREPARATION. � P���STON� GO�IGfi��T� i����fiZS 5 fi�'�Y�STO�I� GONGfiZ�T� �'',���fi�5 � �-3)K� fi��GK � �-3��i� �'i�00� Tfi��S�H G�N
Ib. HYDRONNLGH ALL 50WM AREAS,A5 SPEGIPIED.5EE 5PEGIgIGATIONS,5EGTION OZQ60 5�DIN6 AND 50DDIN6.
rr. ALL S�EnED AREAS WIT�i A SLOPE OP��I OR 6R�ATER,5HALL SE IN5TALLED WITH AN ER0510N GONTftOL 9LANKET.s�s�eci�ic�,rmas, L 2.2 NOT TO 5G�4LE �2 2 NOT TO SGALE L 2,2 NOT TO SGAL� L 2 2 NOT TO SGAL�
SEGTION OZ960 SEEDII�Ib AND 50DDIN6.
18. 1.AND9GAPE GOhITRAGTOR 5H�4LL GOORDINATE WITH OWNER/ONWER'9 REPRES�NTATIVE TiiE APPROVAL OP PINI5Ff 6RRDE8 PRIOR TO
THE INSTALLI4TION OP IRRI6ATION 5Y5TEM,AND AN1'PLANT MATERlAL9.
14. Sb"WIDTH CABBLE DRIP ED68,YVFILR�NEG�95ARY,SHALL 5H RIVER ROG1C GOBBLE ON NEED BARRIER PILTER RABRIG. INSTALL 50 THAT
NO FABRIG 15 EXP03ED.
20. ALL BOULflER3 SHAI.L RA�N6E IN SIZE�ROM 9'-6' IN DIAMET�R.80ULDERS TO BE GORDILLERA/1ZED 5KY YELLOW OR APPROVED EQUAL.
� ALL BOULDER5 TO BE APPR4VED BY LANDSGAPE ARGHITEGT.
21. ALL LAND5GAPIN6 5MALL SE IRRI6ATED BY AN AUTOMATIG UNDER6ROUND IRRI6P�TION SYBTEM.TEMPORARY �RRI6ATION OP NATIVE 6RA59
AREAB MAY S� INSTALLED ABOVE 6ROUND,OR UNDER6ROUND,AS flIREGT�D BY QWNER'S REP.5LE IRRI6AT�ON PI..AN AND 1�ETAILS SHEET3 �
,, L2.4 AND L2 3 5EE UNDERbR�OUND IRRI6AT�SYSTEM 5PEGIFIGATIONS-5EGTION 0�810.
Z2. LAWD5GAP�GONTRAGTOR 5HALL SUSMIT A Y�iITfEN DOGUMENT RE6ARDIN6 IT5 POLIGY ON PLANT 6UAIZP�NTEE ANa REPLAGEMENT TO TFfL'
OWNER.EAGH 6UARANTEE 5HALL GONPORM TO TF�MINIMUM STANDARD Of'REPLAGI1�45 ALL M�4TERIAL INGLUDIN6 LABOR,aUE TO 51GKNE55,
DEATH,OR UNSATISISFAGTOfiY G01�171TION OP A PLANT FOR A PERIOD OF ONE YEAR FOLLOWIN6 THE PLftNT'S IN3TALLATION.
� � PROJ. N0. 17030.00
DRAWN: SH/JM
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DATE: 10/30/2009
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IRRIGATION PLAN
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"J" box on control ler cabir�et. � f�f�� � ��— �— 2,��
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=d. _ � � 6 PVC sleeve � = 12" m(nimum be ond
B�olt controlier �edestai to N � valve stze x 3" —�—����� ed e of avement. phone 303.449.8900
6 thick concre e pad. � Z tpp ��) -���
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va ive wtre. 5tandard Conffqurattar� y
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conduit supplled by electrtcta+�. , ���, ��
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roo bal� �typ� ofro1rz�$ m
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� �[[ : _ =� _ N ( I � I/2" X 6" PVC nlppie N ( � � ( 1/2" X �" PYG NIPf'LE �
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- lengt+� aa req�d. Disarib tiio� tubin =
inilne UJ1'E filter �o � PYC fitting �IP x FIP 9�° �11 ,. ,, : . p g g O
�o o ., "�`� �' ��� `` , "Salca" drip stake every
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lockin iid. 3 VC i Plan Symbol:
g P n pp�e prtp lateral p1p� � `.�,,.
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— - 1�i2" 1',4P � t°'IE7�R- 5� C�PM. �ADDENDUM #1 03104/10
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, 3/4 P1/C SLIP x �IP
o �o adaptor. �„ 12. BACKF OUJ .V N7 �ADDENDUM #2 03/04/10
�. ,4LL SLEE�tf�i� UND�R �'�4Y�M�NT 8�4r4�.L B� COOizDIN�4T�D �JITi-� C�EN�R�4L CONTi��4CtOR. 1- PR� � �R t0 �3E INST,4I.L�D 81' CxEN�i�r4L CONTRAGtOR
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adaptor �, ,4LL SL��YIhlC� SN�4LL G� f�1ST��.LEf� �1' I�?�fC�,4710N CO1�lTR�4Ct0�. ,4LL SLEEYES SH,�,LL �E SCH�D. �0 PVC. 13. COORDINAtE UJ�tN C�EN�fizAL CONtR�CtOR FOR POIUER SUfi�fi�'LY TO Ii�fi�iC�s�4tiON CONtROLL�RS. 0 OZARCHITECTURE
Dr1p lat�ral Itne g���VES SN�LL 8� PL�GED �4T �L� LOC�TfONS UJI-E�R� 1RRICrt,�,TION LINES ,4ND/O� UJIi�INC� Gi@OSS UNDER �-{,4RD
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PROJ. N0. 17030.00
DRAWN: BL
CHECKED: HK
APPROVED: WRH
DATE: 10/30/09
REVISIONS
0 PERMIT SET RE-SUBMITTAL
ADDENDUM #1 03/04/10
� �ADDENDUM #2 03104/10
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ELEVATION FLAGNOTES
1 ASPHALT SHINGLE ROOFING
2 PREFINISHED STANDING SEAM METAL ROOF
3 HORIZONTAL CEMENTITUOUS LAP SIDING
4 VERTICAL CEMENTITUOUS PANELING W/VERTICAL BATT'ENS
, 5 STUCCO
6 STONE VENEER SET
7 ACCENT CUT STONE
8 HEAVY TIMBER QR
� • � 9 MECHANICAL SCREEN, RE 7/A9 40
� � �� 10 METAL BALCONY RAILING/WOOD CAP, H T FRAMING p� �H I t���� ��
- � � 11 HORIZONTAL WOOD BELLY BAND
� 12 METAL GRILL 1805 29th Street
13 HEAVY TIMBER TRELLIS
� ` 14 WOOD SLAT WALL Suite 2054
� �� 16 SNOW FENCE Boulder, Colorado 80301
� � 17 ALUMINUM STOREFRONT SYSTEM phone 303.449.g9��
� �/ 19 H M DOOR AND FRAME
20 METAL GATE WITH WOOD SLATS AT TRASH AND GENERATOR ENCLOSURE
21 STUCCO REVEALS-TYPICAL LAYOUT SHOWN AT STUCCO FACADE
22 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONNECTION
� 23 PREFINISHED GUTTER SLOPE TOWARDS MAIN ROOF WITH OPENDRAINAGE
A4 14 ONTO MAIN ROOF
' 24 PREFINISHED METAL GUTTER
2 3 1 1 25 HOSE BIB, RE MECHANICAL
A5 02 A5 01 A5 01 A4 11 26 GAS METER, RE•MECHANICAL
27 SECURITY BUILDING ACCESS SYSTEM, RE ELECTRICAL
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� 1 E D I —� C B A 29 LAMB'S TONGUE, RE PLUMBING
I � I ,10 30 HORIZONTAL TRIM FLASHING AT HORIZONTAL SIDING PANEL JOINT, RE
H G F � I 10/A911
I A9 40 ' 31 ROOF HATCH,4'x4', RE"SPECIFICATIONS
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EAST E L EVAT I O N DATE: 10/30/09
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- 11 HORIZONTAL WOOD BELLY BAND
12 METAL GRILL 1805 29th Street
13 HEAVY TIMBER TRELLIS
14 WOOD SLAT WALL Suite 2054
16 SNOW FENCE Boulder, Colorado 80301
17 A�UMINUM STOREFRONT SYSTEM phone 303.449.89�0
19 H M DOOR AND FRAME
20 METAL GATE WITH WOOD SLATS AT TRASH AND GENERATOR ENCLOSURE
21 STUCCO REVEALS-TYPICAL LAYOUT SHOWN AT STUCCO FACADE
22 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONNECTION
23 PREFINISHED GUTTER SLOPE TOWARDS MAIN ROOF WITH OPENDRAINAGE
1 ONTO MAIN ROOF
A4 14 24 PREFINISHED METAL GUTTER
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A B C D E � 29 LAMB'S TONGUE, RE PLUMBING
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PROJ. N0. 17030.00
DRAWN: BL
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S O U T H E L E VAT I O N DATE: 10/30/09
'� REVISIONS
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11 HORIZONTAL WOOD BELLY BAND
12 METAL GRILL 1805 29th Street
13 HEAVY TIMBER TRELLIS Suite 2054
14 WOOD SLAT WALL
16 SNOW FENCE Boulder, Colorado 80301
17 ALUMINUM STOREFRONT SYSTEM phone 303.449.890�
19 H M DOOR AND FRAME
20 METAL GATE WITH WOOD SLATS AT TRASH AND GENERATOR ENCLOSURE
21 STUCCO REVEALS-TYPICAL LAYOUT SHOWN AT STUCCO FACADE
22 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONNECTION
23 PREFINISHED GUTTER SLOPE TOWARDS MAIN ROOF WITH OPENDRAINAGE
1 2 , � ONTO MAIN ROOF
A4.13 A5 07 A4.12 24 PREFINISHED METAL GUTTER
25 HOSE BIB, RE MECHANICAL
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W E S T E L EVAT I O N DATE: 10/30/09
'� REVISIONS
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION•ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T. FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP
'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING, RE STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLIDING DOOR METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING,R-38 BATT F�IGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE STRUCTURAL, OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS �VER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING 16 HEAVY TIMBER KICKER
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY,GALVANIZED METAL FASTENERS,BUILDING 6A Y T ROOF CONSTURCTION OVER WOOD FRAMING 2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 17 SNOW FENCE
PAPER,5/8"EXTERIOR TYPE'X'EXTERIOR GYP SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" I�ISULATION SLOPE TO DRAIN(2"MIN @ DRAIN)OVER 5/8"EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE 13, 14/A9 01 7 � PICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD Q
^ 36 EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 '�YPICAL FLOOR CONSTRUCTION(LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1/2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING
PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS,R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD,RE. �4"T&G SHEATHING OVER WOOD FRAMING JOISTS, RE•STRUCTURAL,6"BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER(2) 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE CIVIL AND 3/A9 11 �� �N������ ��
w 15/A9 01 �iAYERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING; RE. 1/A10.10 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
3C EXTERIOR WALL CONSTRUCTION,CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"O C, g �ONCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN 1805 29th Street
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,5/8"TYPE'X'GYP BD., RE 10 `I'YPICAL BELOW GRADE WALLS�CONCRETE FOUNDATION WALL,RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND PLENUM
15/A9 01 SIM �i'EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
11 �LOOR CONSTRUCTION(LEVEL 2 ONLY) CONCRETE ON METAL DECK OVER STEEL FRAMING, RE•STRUCTURAL,2 HR SPRAY FIRE PROOFING 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER Boulder, Colorado 80301
�N STEEL BEAM FRAMING 24 ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEM
25 CONCRETE PAVERS OVER 1 1/2"SAND BASE WITH SNOWMELT TUBING OVER 4"CONCRETE SLAB ON GRADE RE CIVIL/LANDSCAPE phone 303.449.H9OO
� .y> 26 PLANTER DRAIN, RE CIVIL
A9 40 27 R-38 BATT INSULATION
A5 01 E D.3 A5.01 D 28 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONNECTION
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T. FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE.STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP
'X'GYP BD AT BOTTOM OF TRUSSES (1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING, RE STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLIDING DOOR METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING, R-38 BATT RIGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE:STRUCTURAL,OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS €�VER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING 16 HEAVY TIMBER KICKER
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY, GALVANIZED METAL FASTENERS, BUILDING 6A iLAT ROOF CONSTURCTION OVER WOOD FRAMING•2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 17 SNOW FENCE "
PAPER,5/8"EXTERIOR TYPE'X'EXTERIOR GYP SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" ,SULATION SLOPE TO DRAIN(2"MIN @ DRAIN)OVER 5/8"EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING '
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE. 13, 14/A9 01 7 YPICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD �
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PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD, RE. ��4"T&G SHEATHING OVER WOOD FRAMING JOISTS, RE STRUCTURAL,6"BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER{2) 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE•CIVIL AND 3/A9 11 �� C H C�E�1 U R�
_ 15/A9 01 Ci�YERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE . 1/A1010 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
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15/A9 01 SIM ��'EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
11 �LOOR CONSTRUCTION(LEVEL 2 ONLY).CONCRETE ON METAL DECK OVER STEEL FRAMING, RE.STRUCTURAL,2 HR SPRAY FIRE PROOFING 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER Boulder, Colorado 80301
H G F �N STEEL BEAM FRAMING 24 ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEM �� hone 303.449.8900
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H.3 A5 02 A5 02 26 PLANTER DRAIN, RE.CIVIL
27 R-38 BATT INSULATION
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP
'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING, RE STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION. DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLIDING DOOR METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING, R-38 BATT RIGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK,RE STRUCTURAL,OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS �7VER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING �;� .
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY,GALVANIZED METAL FASTENERS,BUILDING 6A �LAT ROOF CONSTURCTION OVER WOOD FRAMING .2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 16 HEAVY TIMBER KICKER 'µ�
PAPER,5/8"EXTERIOR TYPE'X'EXTERIOR GYP SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" �ISULATION SLOPE TO DRAIN(2"MIN @ DRAIN)OVER 5/8"EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING 17 SNOW FENCE �Y'
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE 13, 14/A9 01 7 �''YPICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD �R"
' 36 EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 '. PICAL FLOOR CONSTRUCTION (LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1/2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING
PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD, RE. �14"T&G SHEATHING OVER WOOD FRAMING JOISTS,RE STRUCTURAL,6"BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER(2) 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE CIVIL AND 3/A9 11 �� ��i I������
15/A9 01 �j4YERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE • 1/A10 10 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
� 3C EXTERIOR WALL CONSTRUCTION,CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"O.0, g s ONCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN 1805 29th Street
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,5/8"TYPE'X'GYP BD, RE 10 } PICAL BELOW GRADE WALLS CONCRETE FOUNDATION WALL, RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND PLENUM
• 15/A9 01 SIM �r'EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
11 �LOOR CONSTRUCTION (LEVEL 2 ONLY) CONCRETE ON METAL DECK OVER STEEL FRAMING,RE STRUCTURAL,2 HR SPRAY FIRE PROOFING 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER Boulder, Colorado 80301
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27 R-38 BATT INSULATION
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONtES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP
'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING,RE STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK�RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLiDING DOOR METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING, R-38 BATT RIGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE STRUCTURAL,OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS �7VER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING 16 HEAVY TIMBER KICKER
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY, GALVANIZED METAL FASTENERS, BUILDING 6A � AT ROOF CONSTURCTION OVER WOOD FRAMING 2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 17 SNOW FENCE
PAPER,5/8"EXTERIOR TYPE'X'EXTERIOR GYP SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" ��ISULATION SLOPE TO DRAfN(2"MIN @ DRAIN)OVER 5/8"EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE 13, 14/A9 01 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD �
7 PICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING
� 3B EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 TYPICAL FLOOR CONSTRUCTION(LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1l2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE CIVIL AND 3/A9 11
PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD, RE• ��4"T&G SHEATHING OVER WOOD FRAMING JOISTS,RE STRUCTURAL,6"BATT INSULATION OVER 1l2"RESILIENT CHANNELS OVER(2) R��N I 1 E G�U R E
15/A9 01 ' YERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE 1/A10.10 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
� 3C EXTERIOR WALL CONSTRUCTION,CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"O C, g f pNCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN 1805 29th Street
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,5/8"TYPE'X'GYP BD, RE �0 YPICAL BELOW GRADE WALLS CONCRETE FOUNDATION WALL, RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND PLENUM
15/A9 01 SIM �''EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
11 LOOR CONSTRUCTION (LEVEL 2 ONLY):CONCRETE ON METAL DECK OVER STEEL FRAMING,RE STRUCTURAL,2 HR SPRAY FIRE PROOFING 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER Boulder, Colorado 80301
'� N STEEL BEAM FRAMING 24 ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEM hone 303.449.g9OO
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1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP '
'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING, RE STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLIDING DOOR• METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING, R-38 BATf RIGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE STRUCTURAL,OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS faVER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING 16 HEAVY TIMBER KICKER '''
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY,GALVANIZED METAL FASTENERS,BUILDING 6A �LAT ROOF CONSTURCTION OVER WOOD FRAMING 2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 17 SNOW FENCE
PAPER,5/8"EXTERIOR TYPE'X'EXTERIOR GYP SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" IE�ISULATION SLOPE TO DRAIN(2"MIN @ DRAIN)OVER 5/8"EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING ` 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD �`
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE. 13, 14/A9 01 7 ,; PICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING
- 36 EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 ,', PICAL FLOOR CONSTRUCTION(LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1/2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, �g PERIMETER FOUNDATION DRAIN SYSTEM, RE•CIVIL AND 3/A9 11 �R�H I�f�G��R�
PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD, RE. l,4"T&G SHEATHING OVER WOOD FRAMING JOISTS,RE•STRUCTURAL,6"BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER(2) 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
15/A9 01 �:AYERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE 1/A10 10
� 3C EXTERIOR WALL CONSTRUCTION,CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"O C, g I�ONCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN 1805 29th Street
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,5/8"TYPE'X'GYP. BD,RE 10 �'YPICAL BELOW GRADE WALLS CONCRETE FOUNDATION WALL,RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND PLENUM
15/A9 01 SIM ���'EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
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A5 05 I 28 PREFINISHED DOWNSPOUT TO GRADE, RE.CIVIL FOR STORM CONNECTION
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP .:,_�,
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'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING, RE•STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLIDING DOOR METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING,R-38 BATT F7�IGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE STRUCTURAL,OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE �r
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTfOM OF FRAMING WHERE OCCURS t�VER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING ' 16 HEAVY TIMBER KICKER �
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY,GALVANIZED METAL FASTENERS, BUILDING 6A ,LAT ROOF CONSTURCTION OVER WOOD FRAMING 2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 17 SNOW FENCE ` '�`��'
PAPER,5/8"EXTERIOR TYPE'X'EXTERIOR GYP.SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" ��ISULATION SLOPE TO DRAW(2"MIN @ DRAIN)OVER 5/8"EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING �� w°-��
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATE D O N PLAN S R E. 1 3, 1 4/A 9.0 1 7 ; Y P I CAL RE S IDENTIA L W I N D O W. M E T A L C L A D W O O D W I N D O W 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8 EXPOSURE 1 PLYWOOD _ �
� 36 EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 ^YPICAL FLOOR CONSTRUCTION(LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1/2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING
PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD,RE /4"T&G SHEATHING OVER WOOD FRAMING JOISTS, RE STRUCTURAL,6"BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER(2) 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE• CIVIL AND 3/A9 11 �11 U H I 1 �� 1 U��
15/A9 01 � YERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE. 1/A10 10 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
3C EXTERIOR WALL CONSTRUCTION,CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"O C , g ONCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN 1805 29th Street
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,5/8"TYPE'X'GYP BD, RE 10 YPICAL BELOW GRADE WALLS CONCRETE FOUNDATION WALL, RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND PLENUM
15/A9 01 SIM �"EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
11 ,,LOOR CONSTRUCTION(LEVEL 2 ONLY).CONCRETE ON METAL DECK OVER STEEL FRAMING, RE STRUCTURAL,2 HR SPRAY FIRE PROOFING 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER Boulder, Colorado 80301
2 3 4 �N STEEL BEAM FRAMING 24 ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEM hone 303.449.89��
25 CONCRETE PAVERS OVER 1 1/2"SAND BASE WITH SNOWMELT TUBING OVER 4"CONCRETE SLAB ON GRADE RE CIVIL I LANDSCAPE P
2 26 PLANTER DRAIN, RE CIVIL
" 27 R-38 BATT INSULATION
A5 06 - ` 28 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONNECTION
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T FASCIA TRIM AND FRAMING,3X8 T&G WOOD DECKING,
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE•STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ STEEL TUBE RAILING WITH WOOD RAIL CAP
'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING,RE•STRUCTURAL 13 METAL GUTTER
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 14 TYPICAL RESIDENTIAL SLIDING DOOR METAL CLAD WOOD DOOR
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT,5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING, R-38 BATT RIGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE STRUCTURAL,OVER STEEL FRAMING, R-38 BATT INSULATION 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS �VER VAPOR BARRIER,5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING 16 HEAVY TIMBER KICKER
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY, GALVANIZED METAL FASTENERS, BUILDING � 6A LAT ROOF CONSTURCTION OVER WOOD FRAMING 2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD,TAPPERED 17 SNOW FENCE
PAPER,5/8 EXTERIOR TYPE X EXTERIOR GYP SHEATHING,6 METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8 I�VSULATION SLOPE TO DRAIN(2 MIN @ DRAIN)OVER 5/8 EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE 13, 14/A9 01 7 YPICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD �
" 3B EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 YPICAL FLOOR CONSTRUCTION (LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1/2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING I �t
PAPER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER,5/8"GYPSUM BOARD,RE. ��4"T&G SHEATHING OVER WOOD FRAMING JOISTS,RE STRUCTURAL,6"BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER(2) 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE CIVIL AND 3/A9 11 ���� I��L����
^ 15/A9 01 �AYERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE 1/A10.10 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE �i u
3C EXTERIOR WALL CONSTRUCTION,CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"0 C, 9 f30NCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN 1805 29th Street
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATI"INSULATION,5/8"TYPE'X'GYP BD, RE 10 PICAL BELOW GRADE WALLS CONCRETE FOUNDATION WALL, RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND PLENUM
15/A9 01 SIM �'EXTRUDED POLYSTYRENE RIGID INSULATION, RE•SHEET A9 11 22 HEAVT TIMBER CEDAR TRELLIS Suite 2054
11 �LOOR CONSTRUCTION(LEVEL 2 ONLY)•CONCRETE ON METAL DECK OVER STEEL FRAMING, RE STRUCTURAL,2 HR SPRAY FIRE PROOFING 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER Boulder, Colorado 80301
C!N STEEL BEAM FRAMING 24 ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEM hone 303.449.g9OO
25 CONCRETE PAVERS OVER 1 1/2"SAND BASE WITH SNOWMELT TUBING OVER 4"CONCRETE SLAB ON GRADE RE CIVIL/LANDSCAPE p
4 3 Z 26 PLANTER DRAIN, RE CIVIL
27 R-38 BATT INSULAT�ON
28 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONNECTION
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-- STL CHANNEL STRINGER ° o "' � ° � 1 PERMIT SET RE-SUBMITTAL
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# Name FLOOR BASE NORTH EAST SOUTH WEST FINISH Comments # Name FLOOR BASE N�RTH EAST SOUTH WEST FINISH Comments
101 LOBBY CT-4/WO-1 B-6 P-2 P-7 P-2 P-2 P-1/P-5 SEE A3 21 313 STAIR#1 -- B-5 P-2 P-2 P-2 P-2 - INCLUDING TREADS AND LANDINGS
102 PARKING SC-2 -- -- -- -_ -- -- , 314 STAIR#2 -- B-5 P-2 P-2 P-2 P-2 -- INCLUDING TREADS AND LANDINGS
103 ELEC/ MDF SC-1 B-5 P-2 - -- - -- � 315 ELEV RF-1 -- SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS �
104 STORAGE SC-1 B-5 P-2 -- -- -- ` 316 CLOSET SC-1 B-5 P-2 P-2 P-2 P-2 P-2
105 EXIT SC-1 B-5 P-2 -- -- -- P-�; 317 CORRIDOR CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-4 P-1/P-8/P-7 SEE FINISH PLANS&ELEVATIONS A R C H I 1 E C 1 U �E
106 RECYCLING SC-1 -- -- P-2 p-2 P-2 -- 318 CORRIDOR CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-4 P-1/P-8 SEE FINISH PLANS&ELEVATIONS
_ 107 STO�RAGE�AL SC-1 - -- P-2 P-2 P-2 -- . 1805 29th Street
�'� 401 LOBBY CPT-2/CPT-4 B-1 P-4/P-6 -- P-4 P-4 P-7/P-6 SEE FINISH PLANS&ELEVATIONS
108 ELECTRICAL ROOM SC-1 -- -- -- -- -- -- �; 402 LAUNDRY VCT-1 B-5 P-2 P-2 P-2 P-2 P-2 Suite 2054
09 MECHANICAL ROOM SC-1 -- --
403 LOUNGE CPT-2 B-7 P-1 P-1 P-1 P-1 P-1 Boulder, Colorado 80301
110 EXIT SC-1 B-5 P-2 P-2 P-2 P-2 P-� 404 UNIT 4A SEE UNIT PLANS A210 AND
111 STORAGE SC-1 B-5 P-2 - P-2 -- KITCHEN &BATH ELEVATIONS phone 303.449.89�0
112 ELEV MACH SC-1 -- P-2 P-2 P-2 P-2 - 405 UNIT 4A-6 SEE UNIT PLANS A2 10 AND
113 STAIR#1 - B-5 P-2 P-2 P-2 P-2 -- INCLUDING TREADS AND LANDINGS KITCHEN &BATH ELEVATIONS
114 STAIR#2 -- B-5 P-2 P-2 P-2 P-2 - INCLUDING TREADS AND LANDINGS 406 UNIT 4A
115 ELEV RF-1 SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS 407 UNIT 4A-3 SEE UNIT PLANS A2 10 AND
KITCHEN &BATH ELEVATIONS
201 LOBBY CPT-2/CPT-4 B-1 P-4/P-6 -- P-4 P-4 P-7/P-6 SEE ELEVATIONS 408 UNIT 4A-2 SEE UNIT PLANS A2 10 AND
202 LAUNDRY VCT-1 B-5 P-2 P-2 p-2 p_2 p_2 KITCHEN &BATH ELEVATIONS
203 OFFICE CPT-2 B-2 P-1 P-1 P-1 P-1 p-1 409 UNIT 4A SEE UNIT PLANS A210 AND
204 46R UNIT SEE UNIT PLANS A2 10 AND KITCHEN&BATH ELEVATIONS
KITCHEN &BATH ELEVATIONS 410 UNIT 4A SEE UNIT PLANS A210 AND
205 UNIT 4A-5 SEE UNIT PLANS A2 10 AND KITCHEN&BATH ELEVATIONS
KITCHEN &BATH ELEVATIONS 411 UNIT 3A SEE UNIT PLANS A210 AND
206 UNIT 4A-4 SEE UNIT PLANS A210 AND KITCHEN&BATH ELEVATIONS
KITCHEN &BATH ELEVATIONS 413 STAIR#1 -- B-5 P-2 P-2 P-2 P-2 -- INCLUDING TREADS AND LANDINGS
207 UNIT 4A-3 SEE UNIT PLANS A2 10 AND 414 STAIR#2 - B-5 P-2 P-2 P-2 P-2 - INCLUDING TREADS AND LANDINGS
KITCHEN &BATH ELEVATIONS 415 ELEV RF-1 - SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS
208 UNIT 4A-1 SEE UNIT PLANS A2.10 AND 416 CLOSET SC-1 B-5 P-2 P-2 P-2 P-2 P-2
KITCHEN &BATH ELEVATIONS 417 CORRIDOR CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-4 P-1/P-8/P-7 SEE FINISH PLANS&ELEVATIONS
209 UNIT 4A SEE UNIT PLANS A2 10 AND 418 CORRIDOR CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-4 P-1/P-8 SEE FINISH PLANS&ELEVATIONS
KITCHEN &BATH ELEVATIONS 419 IDF SC-1 P-2 P-2 p-2 p-2 P-2
210 UNIT 4A SEE UNIT PLANS A2 10 AND
KITCHEN&BATH ELEVATIONS 501 LOBBY CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-7/P-6 SEE FINISH PLANS&ELEVATIONS
211 UNIT 3B SEE UNIT PLANS A2 10 AND 502 LAUNDRY VCT-1 B-5 P-2 P-2 P-2 P-2 P-2
KITCHEN&BATH ELEVATIONS 503 LOUNGE CPT-2 B-7 P-1 P-1 P-1 P-1 P-1
213 STAIR#1 - B-5 P-2 P-2 P-2 P-2 -- INCLUDING TREADS AND LANDINGS 504 UNIT 4A SEE UNIT PLANS A2 10 AND
214 STAIR#2 - B-5 P-2 P-2 P-2 P-2 -- INCLUDING TREADS AND LANDINGS KITCHEN &BATH ELEVATIONS
215 ELEV RF-1 - SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS SEE SPECIFICATIONS 505 UNIT 4A SEE UNIT PLANS A2 10 AND
216 CLOSET SC-1 B-5 P-2 P-2 P-2 P-2 P-1 KITCHEN &BATH ELEVATIONS
217 CORRIDOR CPT-2/CPT-4 B-1 P-4 P-4 P-4 P-4 P-1/P-7 SEE FINISH PLANS&ELEVATIONS 506 UNIT 4A SEE UNIT PLANS A210 AND
218 CORRIDOR CPT-2/CPT-4 B-1 P-4 P-4 P-4 P-4 P-1/P-7 SEE FINISH PLANS&ELEVATIONS KITCHEN &BATH ELEVATIONS
507 UNIT 4A SEE UNIT PLANS A2 10 AND
301 LOBBY CPT-2/CPT-4 B-1 P-4/P-6 -- P-4 P-4 P-7/P-6 SEE FINISH PLANS&ELEVATIONS KITCHEN &BATH ELEVATIONS
302 LAUNDRY VCT-1 B-5 P-2 P-2 P-2 P-2 p-2 508 UNIT 4A-2 SEE UNIT PLANS A2 10 AND
303 LOUNGE CPT-2 B-7 P-1 P-1 P-1 P-1 P-1 KITCHEN &BATH ELEVATIONS
304 UNIT 4A SEE UNIT PLANS A210 AND 509 UNIT 4A SEE UNIT PLANS A210 AND
KITCHEN &BATH ELEVATIONS KITCHEN&BATH ELEVATIONS �
305 UNIT 4A-5 SEE UNIT PLANS A2 10 AND 510 UNIT 4A SEE UNIT PLANS A210 AND
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306 UNIT 4A-4 SEE UNIT PLANS A2.10 AND � �
511 UNIT 3A SEE UNIT PLANS A210 AND
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309 UNIT 4A SEE UNIT PLANS A2 10 AND 517 CORRIDOR CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-4 P-1/P-7/P-8 SEE FINISH PLANS&ELEVATIONS O
KITCHEN &BATH ELEVATIONS 518 CORRIDOR CPT-2/CPT-4 B-1 P-4/P-6 P-4 P-4 P-4 P-1/P-7/P-8 SEE FINISH PLANS&ELEVATIONS � r ,
310 UNIT 4A SEE UNIT PLANS A2 10 AND �'�
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311 UNIT 3A SEE UNIT PLANS A2 10 AND
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CARPET CPT-3 PUBLIC CORRIDOR WAINSCOAT MDC NO FLAME SISAL 4664 0270 -- 13'ROLL, GLUE
CARPET CPT-4 PUBLIC CORRIDOR/RESIDENTIAL LOBBIES 201 -501 MANNINGTON EPIC 24X24 FANTASY CARPET TILE, DIRECT GLUE 24 x 24 DRAWN: WRH
CERAMIC TILE CT-1 UNIT KITCHEN FLOOR INTERCERAMIC CONCRETE 12X12 -- IVORY MATTE CHECKED: HK
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FIBERGLASS REINFORCED FRP-1 MOP SINK AREA WALLS KEMLITE FIRE-X GLASBOARD TBD EMBOSSED SEE 3/A10 11 REVISIONS
PLASTIC PANELS
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BATH TYPE 4 - ELEV 4 BATH TYPE 4 - ELEV 3 BATH TYPE 4 - ELEV 2 BATH TYPE 4 - ELEV 1 � � FORF'ORWORDAE ROACH �
5 1/2"= 1'-0" � 1/2"= 1'-0" � 1/2"= 1'-0" � 1/2"= 1'-0" i� PER ICC/A117.7
, ,' SECT 1003.12.3.1 `�
� � 60"X30" FLOOR � I
', CLEARANCE FOR ;
— — — � � SIDE APPROACH �
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LIGHT FIXTURE, i � � �
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SURFACE �
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BATH TYPE 4 - ELEV 6 BATH TYPE 4 - ELEV 5 BATH TYPE 4 - PLAN - �
7 6 � TYPE A COMPLIANT UNIT �
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FINISH SHEET NOTES �� E�11AF2D0�4
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— SHOWER SPRAY UNIT �`
- ICC/A117.01 SECT 2 FLOORING TO BE CONTINUOUS UNDER ^ �G
607 6 APPLIANCES AND UNDER REMOVABLE �,,� a j YQ
SHOWER CABINETS. FINISH WALLS AND PAINT
- CURTAIN ROD BEHIND REMOVABLE CABINETRY
18"TOWEL BAR SHOWER FINISH SIDES OF FIXED CABINETS THAT
WOULD BE EXPOSED IF CABINETRY IS
P-2 P-2 P-2 C�C A1�1O7 09 S CT REMOVED
607 6 3 R E F E R T O A 7 0 0 F O R FINI SH LEGEND
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Q GYPSUM BOARD U N O.
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CT-2 `� -��,
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APPLIANCES AND UNDER REMOVABLE
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FINISH SIDES OF FIXED CABINETS THAT DATE: 'I O/3O/O9
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5 4 PROJ. N0. 17030.00
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DOOR SCHEDULE
5" 5"
R Assembly FRAME . SEE SPECIFICATION
Door Code SECTION 08710
Door Type Leaf Leaf Rating , �, ,
Number (SDI) Quantity Width Height Thickness Material Finish (MIN.) Hardware Type Material Finish Jamb Head Threshold Comments '� �
��/ 3/4HR j ��/ j j \ \
101A FG 2 3'-0" 7'-0" 2" ALUM - 0 TYPE 1 * ALUM - 2/A8 10 1A8 10 3/A8 10 *STOREFRONT WINDOW SYSTEM, SEE SHEET A8 20 ,' GLAZING ,'
101 B F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 3 1 WD PAINT 3/A8 12 1/A8 12 9/A810 � -WIRE �
102B OH 1 22'-0" 8'-2" 1 3/4" PAINT 0 -- - SIM SIM 9/A8 10 OVERHEAD SECTIONAL DOOR 1X WOOD TRIM AND �� GLASS- ,'
2/A8 10 1/A8 11 1/2"WOOD PANELING APPLIED TO EXTERIOR ' AT DOORS �
/ / j j � � �
102C F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 2 1 WD PAINT 5/A8 10 4/A8 10 9/A810 � 303,403& ,
' / � = 503 ONLY / � � �
103 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 45 TYPE 8 1 WD PAINT 3/A8 12 1/A8 12 9/A8 10 �
104 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 9 1 WD PAINT 3/A8 12 1/A8 12 9/A8 10 � � � A� C H I 1 E C 1 U � E
� w � w w
- 05A F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 3 1 WD PAINT 6/A8 12 5/A8 12 9/A8 10 � _ � _ _
105B F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 2 1 WD PAINT 5/A8 10 4&6/A8 1 9/A8 10 � � 1805 29th Street
� � � � � � � Suite 2054
106 F 1 4'-0" 7'-0" 2" HM PAINT 0 TYPE 16 3 HM PAINT 6/A8 12 5/A8 12 9/A8 10 �� ��
107 F 1 3'-0" 7'-0" 2" HM PAINT 45 TYPE 9 3 HM PAINT 6/A8 12 5/A8 12 9/A8 10 ��\ ��\% Boulder, Colorado 80301
108 F 1 3'-0" 7'-0" 2" HM PAINT 5 1 TYPE 5 3 HM PAINT 6/A8 12 5/A8 12 9/A8 10 KICK PLATE p h o n e 3 0 3.�9.8 9�0
109A F 1 3'-0" 7'-0" 2" HM PAINT 90 TYPE 9 3 HM PAINT 6/A8 12 5/A8 12 9/A8 10 WHERE �� �� � � \ \
OCCURS, RE — �� �
109B F 1 3'-0" 7'-0" 2" HM PAINT 90 TYPE 9 3 HM PAINT 6/A8 12 5/A8 12 9/A8 10 HARDWARE � o � � �
110A F 1 3'-0" 7'-0" 2" HM PAINT 90 TYPE 3 3 HM PAINT 6/A8 12 5/A8 12 9/A8 10 SCHEDULE L _ �- � �
1106 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 2 1 WD PAINT 5/A8.10 4&6/A8.1 9/A8 10 — — � �
0
111 F 1 3'-0" 7'-0" 1 3/4" WD PAINT � 0 TYPE 8 1 WD PAINT SIM SIM 9/A8 10 LEAF WIDTH LEAF WIDTH Q LEAF WIDTH LEAF WIDTH
3/A8 11 1/A8 11 �
112 F 1 3'-0" 7'-0" 2" HM PAINT 8 TYPE 9 3 HM PAINT 6/A8 12 5/A8 12 9/A810 OF FLUSH � F�L SS WITH LITES
113 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 2/A8.12 4/A8 12 9/A8.10 U-VALUE 35 AT EXTERIOR DOORS U-VALUE 35 Q
114 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 7 1 WD PAINT 2/A8 12 4/A8 12 9/A8 10 1 x 4 WOOD TRIM OVER SECTIONAL DOOR, 1/2"WOOD PANELING, PAINTED
INSTALL PER DOOR PANEL SECTION
202 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 16 1 WD PAINT 8/A8 12 7/A8 12 1 x 6 TRIM AT TOP AND BOTTOM 1 x 4 TRIM AT SIDES,CUT PER
203 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 13 1 WD PAINT 8/A812 7/A8 12 OF DOOR DOOR PANEL SECTION
204 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12
205 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12
206 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12 C�
w
207 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12
208 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8.12 7/A8 12
209 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12
210 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12 �
211 F 1 3�-0�� 7�-0�� 1 3/4�� WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12 �w =
211A F 1 3 -0 7 -0 1 3/4 WD PAINT 20 TYPE 18 1 WD PAINT 8/A8 12 7/A8 12 / / � j w
x
F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8.12 9/A8 12 � �
z Z
214 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8 12 9/A8 12 �
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215 F 1 3'-6" 7'-0" 2" HM PAINT 90 TYPE 17 1 HM PAINT 12/A8 12 11/A8 12 ELEVATOR SLAMMER DOOR U p wa
216 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 12 1 WD PAINT 8/A8 12 7/A8 12 cWn W O
218 FG 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 4 1 WD PAINT J �
Q Q
BA F 1 2'-10" 7'-0" 1 3/8" MA PAINT 0 TYPE 20 1 MA PAINT a J
BA-A F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 20 1 WD PAINT 8/A8 12 7/A8 12 W U
BR F 1 2'-10" 7'-0" 1 3/8" MA PAINT 0 TYPE 19 1 MA PAINT � a N
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BR-A F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 19 1 WD PAINT 8/A8 12 7/A8 12
P F 1 2'-0" 7'-0" 1 3/8" MA PAINT 0 TYPE 21 1 MA PAINT
302 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 16 1 WD PAINT 8/A8 12 7/A8 12 Q �
302A F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 10 1 WD PAINT 8/A8 12 7/A8 12 W �
303 FG 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 14 1 WD PAINT 8/A8 13 7/A8 13
304 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 �� O
304A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF 22'-0"CLEAR OPENING WIDTH � �
305 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 1 x 2 WOOD TRIM �
305A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF � OVERHEAD SECTIONAL � L
- 306 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 O
306A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF � ��
307 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 O
307A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8.12 1/A8 12 *HARDWARE BY DOOR MANUF D O O R E L EVAT I O N S
308 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 � � r ,
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8 FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD PAINT 0 * S ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF 1/2"= 1'-0"
309 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 � i�
309A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 "HARDWARE BY DOOR MANUF ■�
310 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 � �
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10A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * S ALUM CLD - 2/A8.12 1/A8 12 *HARDWARE BY DOOR MANUF
311 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 " N
311A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 " 2 ALUM CLD - 2/A8 12 1/A8 12 'HARDWARE BY DOOR MANUF �
313 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 6/A8.12 9/A8 12
314 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8 12 9/A8 12 ��� �O`
315 F 1 3'-6" 7'-0" 2" HM PAINT 90 TYPE 17. 1 HM PAINT 12/A8 12 11/A8 12 ELEVATOR SLAMMER DOOR � Q
316 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 12 1 WD PAINT 8/A8 12 7/A8 12 g��
BA F 1 2�-10�� 7�-0,� 1 3/8�� MA PAINT 0 TYPE 20 1 MA PAINT ,.' �""' �
BR F 1 2'-10 7 -0 1 3/8 MA PAINT 0 TYPE 19 1 MA PAINT
P F 1 2'-0" 7'-0" 1 3/8" MA PAINT 0 TYPE 2 � � ���/`��DO
1 1 MA PAINT � � �(�����IDRO O
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402 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 16 1 WD PAINT 8/A8 12 7/A8.12 w w o
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FG 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 14 1 WD PAINT 8/A8 13 7/A8 13 WITH SIDELIGHT � � ��
+ 404 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A812 3/A812 O O �
404A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF c�y o � ��+�
405 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8.12
_ 405A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8.12 1/A8 12 *HARDWARE BY DOOR MANUF
406 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12
406A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A812 1/A8 12 *HARDWARE BY DOOR MANUF
407 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12
407A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF
F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8.12 3/A8 12
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408A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF I I PROJ. NO. 'I 7030 OO
409 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 � DOOR WIDTH 1, �, DOOR WIDTH �, �, DOOR WIDTH L
409A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 " 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF DRAWN: .1M
410 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 TYPE 1 TYPE 2 TYPE 3 CHECKED: HK
410A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A812 1/A812 *HARDWARE BY DOOR MANUF
411 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 3/4 HR RATED APPROVED: WRH
411A FGWL 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 2/A8 12 1/A8 12 *HARDWARE BY DOOR MANUF WIRE GLASS
413 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8 12 9/A8.12 DATE: 10/30/09
414 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8.12 9/A812 �
415 F 1 3'-6" 7'-0" 2" HM PAINT 90 TYPE 17 1 HM PAINT 12/A8 12 11/A8 12 ELEVATOR SLAMMER DOOR � REVISIONS
416 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 12 1 WD PAINT 8/A8 12 7/A8 12 PERMIT SET RE-SUBMITTAL
419 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 0 TYPE 11 1 WD PAINT 8/A8.12 7/A8 12 � ADDENDUM #1 03/04/10
BA F 1 2'-10" 7'-0" 1 3/8" MA PAINT 0 TYPE 20 1 MA PAINT 9
BR F 1 2'-10" 7'-0" 1 3/8" MA PAINT 0 TYPE 19 1 MA PAINT A$ 12 � ADDENDUM #2 03/04/10
� P F 1 2'-0" 7'-0" 1 3/8" MA PAINT 0 TYPE 21 1 MA PAINT
a
Y 502 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 16 1 WD PAINT 8/A8 12 7/A8 12 i
� 503 FG 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 14 1 WD PAINT 8/A8 13 7/A8 13 WITH SIDELIGHT w 0 OZ ARCHITECTURE
� 504 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8.12 3/A8 12 =
, 504A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 " 2 ALUM CLD - 4/A8.12 3/A8 12 'HARDWAfZE BY DOOR MANUF �
Z 505 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 p
, 505A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 4/A8 12 3/A8 12 "HARDWARE BY DOOR MANUF � FIRST CHAIR
Z 506 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 �
0 506A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 " 2 ALUM CLD - 4/A8 12 3/A8 12 *HARDWARE BY DOOR MANUF
° 507 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 ISSUED FOR:
o, 507A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 " 2 ALUM CLD - 4/A8 12 3/A8 12 *HARDWARE BY DOOR MANUF PERMIT SET
N 508 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 �
� 508A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 4/A8 12 3/A8 12 "HARDWARE BY DOOR MANU�
� 509 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8.12 3/A8 12 : SHEET TITLE:
U 509A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 4/A8 12 3/A8 12 *HARDWARE BY DOOR MANUF DOOR WIDTH DOOR SCHEDULE
510 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8.12 3/A8 12 � SHEET NOTES
510A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 * 2 ALUM CLD - 4/A8 12 3/A8 12 *HARDWARE BY DOOR MANUF 1 MA STANDS FOR MASONITE
TYPE 5
511 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 20 TYPE 18 1 WD PAINT 4&5/A8 12 3/A8 12 '
511A FG 2 3'-0" 7'-0" 1 3/4" ALUM CLD - 0 " 2 ALUM CLD - 4/A8.12 3/A8 12 *HARDWARE BY DOOR MANUF 2 "APPLIES TO HM FRAMES ONLY. SCALE: 'I/2" = 1�-O��
Q 513 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8 12 9/A8 12 � D O O R F RAM E E L EVAT I O N S 3 SEE 7/A1012 FOR TYPICAL CORNER JOINTS AT DOOR TRIM SHEET NUMBER
r- 514 F 1 3'-0" 7'-0" 1 3/4" WD PAINT 90 TYPE 6 1 WD PAINT 10/A8 12 9/A8 12 �
� 515 F 1 3�-6�� 7�-0�� 2" � HM PAINT 90 TYPE 17 1 HM PAINT 12/A812 11/A812 ELEVATOR SLAMMER DOOR � 1/2"= 1'-0" 4 ALL UNIT INTERIOR DOORS BA, BR AND P HAVE HEAD DETAIL
� 516 F 1 3 -0 7 -0 1 3/4' WD PAINT 20 TYPE 12 1 WD PAINT 8/A8 12 7/A8 12 7/A8 13 AND JAMB 8/A8.13
� BA F 1 2'-10" 7'-0" 1 3/8" MA PAINT 0 TYPE 20 1 MA PAINT
0
� BR F 1 2'-10" 7'-0" 1 3/8" MA PAINT 0 TYPE 19 1 MA PAINT
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M P F 1 2'-0" 7'-0" 1 3/8" MA PAINT 0 TYPE 21 1 MA PAINT
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'` WINDOW
, � EXTERIOR SHEATHING
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MEMBRANE FLASHING WRAP RE STRUCTURAL �
' INSIDE CORNER OVER — — _ — — — -
. SHEATHING 6"EA DIRECTION 4 � � A� C H I 1 E C 1 U � E
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a _° ,� ` �-' i�;.-_ 3/$" ' � I , ; OVER PEEL AND STICK
a I' , - �1 FLASHING AND LINTEL ;t �i MEMBRANE FLASHING OVER
a e . - DOOR FRAM SCHEDULE _ I 1805 29th Street
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ALUMINUM
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RE DOOR SCHEDULE FRAME BEYOND, RE
DOOR SCHEDULE CHECKED: HK
ALUMINUM STOREFRONT APPROVED: WRH
DOOR WITH GLAZING
SET ACCESSIBLE THRESHOLD TYPE, RE DOOR DATE: 'I O/3O/O9
SCHEDULE
IN(2) CONTINUOUS LINES SET ACCESSABLE THRESHOLD
� SEALANT IN(2) CONTINUOUS LINES REVISIONS
SEALANT PERMIT SET RE-SUBMITTAL
BACKER ROD&SEALANT BACKER ROD&SEALANT 0 ADDENDUM #1 O3/O4/1 O
CONCRETE SLAB, RE CONCRETE SLAB, RE
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13 V 4 INTERIOR
1 1/2"= 1'-0" 3"= 1'-0" 3"-1'-0"
� E L EVATO RJAM B L EV E L 1 SHEET NUMBER
a SCALE: As indicate
0 14 � ,
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WINDOW SCHEDULE LVL 2-5
Frame Size Glazing Head SHEET NOTES
Level Mark Width Height Material Finish Thickness Type Height Comments 1. DIMENSIONS FOR METAL CLAD WINDOWS ARE FRAME SIZE
LEVEL 2-FLOOR 61 5'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2" DIMENSIONS TYPICAL
��
LEVEL 2-FLOOR 62 5'-0" 3'-6" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 2-FLOOR c� s�-o�� 4�-o° ALUM CLAD WD -- GL-2 7�-2�� 2. RE: SHEET A8.30 -A8.32 FOR EXTERIOR WINDOW DETAILS.
LEVEL 2-FLOOR C3 3'-0" 3'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 2-FLOOR D1 ��-o° a�-o° ALUM CLAD WD -- GL-2 ��-2�� 3. RE: EXTERIOR ELEVATIONS FOR WINDOWS WITH TRIM. " �
,. LEVEL 2-FLOOR E1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 2-FLOOR F1 2�-s° 4�-o° ALUM CLAD WD -- GL-2 2�-o° 4. STOREFRONT DIMENSIONS SHOW FRAME SIZE DIMENSIONS. p��'H������ ��
LEVEL 2-FLOOR H1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 2-FLOOR K 4'-0" 6'-5" WOOD PAINT GL-3 7'-0"
1805 29th Street
LEVEL 3-FLOOR 61 5'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2" Suite 2054
LEVEL 3-FLOOR C1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
Boulder, Colora o 80301
LEVEL 3-FLOOR D1 3'-0" 4'-0" AI.UM CLAD WD -- GL-2 7'-2"
LEVEL 3-FLOOR E1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2" GLAZING SCHEDULE phone 303.449.89�0
LEVEL 3-FLOOR F1 2'-8" 4'-0" ALUM CLAD WD -- GL-2 2'-0"
LEVEL 3-FLOOR H1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7�-2" GL-1 1"CLEAR, LOW-E INSULATING GLASS
LEVEL 3-FLOOR H2 2'-0" 6'-0" ALUM CLAD WD -- GL-2 7'-2" GL-2 3/4"CLEAR, LOW-E INSULATING GLASS
LEVEL 4-FLOOR A1 5'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 4-FLOOR 61 5'-0" 4'-0" ALUM CLAD WD -- GL-2 7�_2�� GL-3 45 MIN WIRE GLASS
LEVEL 4-FLOOR C1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2" GL-T TEMPERED GLAZING
LEVEL 4-FLOOR C2 3'-0" 3'-6" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 4-FLOOR E1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 4-FLOOR F1 2'-8" 4'-0" ALUM CLAD WD -- GL-2 2'-0"
LEVEL 4-FLOOR H1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 4-FLOOR H2 2'-0" 6'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 5-FLOOR A1 5'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 5-FLOOR 61 5'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 5-FLOOR C1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 5-FLOOR E1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 5-FLOOR G1 2'-8" 4'-0" ALUM CLAD WD -- GL-2
LEVEL 5-FLOOR H1 3'-0" 4'-0" ALUM CLAD WD -- GL-2 7'-2"
LEVEL 5-FLOOR H2 2'-0" 6'-0" ALUM CLAD WD -- GL-2 7'-2"
4'-0" �
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APPLIED HORIZONTAL SDL MUNTIN STUCCO TRIM, RE WINDOW APPLIED HORIZONTAL SDL MUNTIN 5/4 x 5 CEMENT BOARD TRIM, � `D �
THICKNESS/WIDTH TO MATCH DETAILS A8 30 THICKNESS/WIDTH TO MATCH RE:WINDOW DETAILS A8 30 ~ 1 x 4 MDF TRIM, PAINTED
TYPICAL DOUBLE HUNG TYPE OE TYPICAL DOUBLE HUNG TYPE OE � >
WIDTH � �.
5'-0" WIDTH WIDTH A8.12
EQ EQ EQ EQ GL-T �� C��O
— GL-3 �� �Q_
' • • • � � 0 f•.� EDUe4RD0 �/y0
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, . , . , ,'
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� ` ' "� I�..L�4IVES �'
, . � � �,— F-.
� � � 67� V
. � � � � �, �, F �, ,,.
° "� � � � � � � � � WI N DOW TYPES - WOOD a� I NTERIOR ,�
'v •� ,- _ ,� ,- _ �, _ �, � �
� GL-2 GL-2 ,' ' �. � �
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� \�� ��� GL-2 `� �� GL-2 GL-2 \�.\ GL-2 �.\ `�fti O �} �j:'�
P1 � i CV � i N � FV �
� � i � � i i � � �
_ 1� I� 1� t�
PROJ. N0. 17030.00
O O O O 9'-10 3/4° DRAWN: JM
U-VALUE 35 U-VALUE.35 U-VALUE 35 � U-VALUE 35 T O CONC LEVEL 2 CHECKED: HK/JM
Q T O SHEATHING @ LEVEL 3-5 6'-4 3/4" 6" 3'-0"
Q 2'-8" �Q APPROVED: WRH
EQ EQ 5/4 x 3 TRIM, RE WINDOW
DETAILS A8 31 � DATE: 10/30/09
GL-1 GL-1
WIDTH 2'-8" WIDTH � REVISIONS
Ea EQ PERMIT SET RE-SUBMITTAL
�° 0 ADDENDUM #1 03/04/10
� . .
Z ADDENDUM #2 03/04/10
r, 1 �� �� 1
Q � � AS 10 � \�\ A8 10 SIM
� � o Z GL-2 ? - �� �� 0 OZ ARCHITECTURE
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z° � � � \ � � ISSUED FOR:
o w �� GL-1 a � GL-1 �� GL-1 PERMIT SET
o � APPLIED HORIZONTAL SDL MUNTIN � O O i O
� ��\ GL-T GL-T ��� GL-T
> T`lP CAL DOUBLE HU GnTYPEHOE ` ,
� GL-2 `, ,' SHEET TITLE:
� � WINDOW SCHEDULE
0 0 0 0 �. ,'
. .
T O CONC LEVEL 2 � � T O CONC
U-VALUE 35 D U-VALUE .35 U-VALUE 35 U-VALUE .35 T O SHEATHING @ LEVEL 3-5 LEVEL 1
� Q Q Q Q U-VALUE 35 SCALE: As indicated
° WINDOW TYPES - ALUMINUM WD CLAD � WINDOW TYPES - STOREFRONT SHEETNUMBER �
0
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�� ' INTERIOR GYP BD SHEATHING ��
� EXTERIOR SHEATHING i� INTERIOR GYP BD SHEATHING
II '
�� �•" STUCCO SYSTEM I� EXTERIOR SHEATHING II
n INTERIOR GYP BD SHEATHING �
- �� ; WINDOW HEADER, RE STRUCTURAL �� WINDOW HEADER, RE STRUCTURAL �
�� �� _ �I EXTERIOR SHEATHING
u�.�< u WEATHER RESISTENT BARRIER �� p �
_ (2)PLY ASPHALT IMPREG WEATHER ��
-- �� RESISTENT BARRIER WRAPPED OVER �� WRAPPED OVER METAL FLASHING �� WINDOW HEADER, RE:STRUCTURAL
' AND MEMBRANE LAYER
^ �i - ,"� METAL FLASHWG AND MEMBRANE �� n �
�� '' LAYER - �� �I WEATHER RESISTENT BARRIER
- �� '� ti,� �� - II ND MEMBRANE LAYER FLASHING ���H��������
II .. ,, �
� I II
���I '� ���I METAL FLASHING �� 1805 29th Street
I��I�- . MEMBRANE FLASHING WRAPPED �I . I
„ n
� �i�� ;-,;� OVER WINDOW FIN - i�� r� "i Suite 2054
MEMBRANE FLASHING WRAPPED ���
u ,-�. � OVER WINDOW FIN ���� METAL FLASHING Boulder,
I EXTRUDED ALUMINUM STUCCO I � �� hone 303 4� g�o�01
:�, ���� ' MOLD W/SLOPE TO DRAIN u IU� p
_ I�j� ° i� BACKER ROD AND SEALANT ��
I��I ' RIGID INSULATION ��I METAL FLASHING WITH HEMMED EDGE � ��I MEMBRANE FLASHING WRAPPED
I��I - ��) � � �i� OVER WINDOW FIN
. �� , - �* CORNER REINFORCEMENT I��° ` I j�I
N � � _ .,I `
� - . "'-� - - ��� METAL FLASHING WITH HEMMED EDGE
�� �„ M E T A L C L A D W D W I N D O W � z � \ �
N 2 x 4 A N D 1/2"P L Y W O O D F I L L E R S T R I P
� SEALANT
BACKER ROD AND SEALANT GENERAL NOTE. REFER TO SHEET 5/4 x 5 CEMENT BOARD TRIM ANCHORED
A8.33 FOR ADDITIONAL INFORMATION TO WALL W/ZINC COATED SELF
METAL CLAD WD WINDOW REGARDING WINDOW FLASHING TAPPING FLATHEAD SCREWS
BACKER ROD AND SEALANT
SHIM
CLAD W I N D O W H EAD �� BACKER ROD AND SEALANT
HORIZONTAL CEMENT BD
CLAD WINDOW HEAD � STUCCO SIDING CLAD WINDOW HEAD (a� CEMENT BD SIDING
7 4 1
3"= 1'-0"
_ '-0��
3"= 1'-0"
(2)LAYERS WEATHER RESISTENT INTERIOR GYP BD SHEATHING
BARRIER WRAPPED OVER INTO
WINDOW OPENING MEMBRANE LAYER WOOD TRIM
INTERIOR GYP BD SHEATHING
MEMBRANE FLASHING WRAPS OVER
WINDOW FIN WOOD TRIM METAL CLAD WINDOW
2�� WOOD TRIM 2��
2 x 6 WOOD STUDS
. _ _ _ <. _ , . . - ' - _ � • `" - ° -- - ' METAL CLAD WD WINDOW _ � ,, � . - , ; - . , 2 x 4 AND 1/2"PLYWOOD FILLER STRIP Q�
_ ' �■ O
� WRAP WEATHER RESISTENT �
� � WEATHER RESISTIVE BARRIER � BARRIER INTO WINDOW OPENING � (�
� WRAPPED INTO OPENING `�+
� 2 x 6 WOOD STUDS T �
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- � __ __________'� ��� _____________ _-----__--- ________________ _�_____ _ ' I— v
. � °�_� , METAL CLAD WD WINDOW BACKER ROD AND SEALANT � .,
- � . � ' ' WRAP WEATHER RESISTENT �
� , _ BACKER ROD AND SEALANT � �
RIGID INSULATION BARRIER INTO WINDOW OPENING
�8, 4„ BACKER ROD AND SEALANT 5/4 x 5 CEMENT BOARD TRIM � �
CORNER REINFORCEMENT ANCHORED TO WALL W/ZINC COATED �
4��8�� MEMBRANE FLASHING WRAPPED SELF TAPPING FLATHEAD SCREWS
OVER WINDOW FIN BACKER ROD AND SEALANT
MO DUDED ALUMINUM STUCCO EXTERIOR SHEATHING �C�� COC�
�G°' ��
TOP LAYER OF MEMBRANE FLASHING �� �DUARDO O
OVER WEATHER RESISTENT BARRIER CEMENTITIOUS SIDING
CLAD WI N DOW JAM B MEMBRANE FLASHING WRAPPED ca� p�L�JA�DR ,�
(� OVER WINDOW FIN d� I�L/�ME� �•..
EXTERIOR SHEATHING � �Q � U
HORIZONTAL CEMENT BD �
. CLAD WINDOW JAMB STUCCO SIDING CLAD WINDOW JAMB CEMENT BD SIDING �� G
8 —� 5 2 , ��a�Ttl � �� a;��
� J,�
��= 1'-0��
3"= 1'-0" 3�,= 1'-0��
METAL CLAD WD WINDOW METAL CLAD WINDOW
BACKER ROD AND SEALANT MEMBRANE WINDOW FLASHING PROJ. NO. 17030.00
WRAPPED INTO WINDOW OPENING BACKER ROD AND SEALANT
METAL FLASHING AND LAP DOWN OVER WEATHER
CORNER REINFORCEMENT BARRIER SLOPED METAL FLASHING DRAWN: �M
WITH HEMMED DRIP EDGE SET CHECKED: �M
IN BEADS OF SEALANT
� � METAL CLAD WD WINDOW - - APPROVED: WRH
_ �'-• ,°'�;; ` ' ' BACKER ROD AND SEALANT N
N - - - -_ _ - 5 4 x 5 CEMENT BOARD TRI
MEMBRANBE FLASHING,WRAP INTO ANCHORED TO SILL FRAMING DATE: 'I O/3O/O9
" ��� OPENING,CREATE END DAM ;
`_ ��� :,;�; "v o 'r � PREFINISHED METAL SILL ` �__ � CONT SEALANT BEAD BETWEEN TRIM
REVISIONS
:- ��II � �� I FLASHING W/HEMMED DRIP EDGE ,, , I 2 x 2 TRIM PERMiT SET RE-SUBMITTAL
" I��� • '- ' � RIGID IiVSULATION t.' � MEMBRANE FLASHING � � SEALANT �ADDENDUM #1 O3/04I"IO
Iijl -°�° � � PREFINISHED METAL FLASHING
� ,; ��il p , WEATHER RESISTENT BARRIER WITH HEMMED DRIP EDGE � ADDENDUM #2 03/04/10
,- ���� , -� EXTRUDED F SHAPE ALUMINUM ?� I EXTEND INTO OPENING � CONT GALVANIZED STEEL TRIM
� - �� '=• 2" STUCCO MOLD SUPPORT FASTEN TO SOLID STUD
���� ' �� � FRAMING W/ZINC COATED SELF
� �i� ' DOUBLE 2 PLY ASPHALT WEATHER - TAPPING FLATHEAD SCREWS
z I��� '' RESISTIVE BARRIER UNDER STUCCO -- OO OZ ARCHITECTURE
��� AND MEMBRANE FLASHING(APPLY - EXTERIOR SHEATHING WTO WWDO OPE'N NG UNDER FIN
o PRIMER TO PAPER UNDER �
o �� � � I WRAPPED WTO WINDOW OPENING
>, MEMBRANE FLASHING) � INTERIOR GYP BD SHEATHING
� �' WOOD TRIM ' FIRST CHAIR
� �� EXT SHEATHING
z° u
INTERIOR GYP BD SHEATHING � � ISSUED FOR:
°o `� �� -� EXTERIOR SHEATHING `� 2 x 4 AND 1/2"PLYWOOD FILLER STRIP PERM IT SET
M �� ,.
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� CLAD WINDOW SILL WINDOWDETAILS
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HORIZONTAL CEMENT BD
CLAD WINDOW SILL (a� STUCCO SIDING � ' CLAD WINDOW SILL � CEMENT BD SIDING SCALE: 3�� = ��-o��
� 9 3
�
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3°_ ��-o° B
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ti
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< �g� �a -° a - ,. � ^ ,a ° < a , �a a < � r- � -` BARRIER
_ „ a, d r
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_ aa < ° - �° _", �. =: a � EXTERIOR SHEATHING - - a ° r ° . a 'd "; � �: EXTERIOR SHEATHING > i' ; EXTERIOR SHEATHING
e< _ �. �� d a - I a �Q e� ' aQ^ Qa . �., - (
� a -4- j aad . _ ° �� a - �� f�
�, �° o-° - �<~ a ° - -° � AIR MOISTURE BARRIER OVER � a� a"� - a'a e ° -� a ° WEATHER RESISTENT BARRIER - �` , WEATHER RESISTENT BARRIER O
� b - �` Q� ° `'a ° i MEMBRANE FLASHING . , a °� - ` a � � :° OVER MEMBRANE FLASHING AND - � ;: OVER MEMBRANE FLASHING AND
` e , - . � _d , , _ , ° � � METAL FLASHING � METAL FLASHING �� ����������
� ` . � � � << = r i
- d o " ° ' �e- < - • ,D� � CEMENTITIOUS PANEL BOARD a , ° a - - a' ° , q a ° � WINDOW HEADER, RE.STRUCTURAL
a o � e - ° :, a a e „ � o i �ad a a a < _ � Ii;` BOX HEADER, RE STRUCTURAL {i,,
a e < a � a T STONE HEADER 1805 29th Street
� ° < a - ; '�a a � BOX HEADER, RE.STRUCTURAL ° Q < a ^Q o }� ,_ S ONE HEADER }�=;
a - � a � a a _ . � q 4 � ,, � Suite 2054
` - - � � , " '- 4 � � e ° �, ° < ' .a �� LOOSE LINTEL, RE STRUCTURAL,
Boulder, Colorado 80301
°a= re�4 d a_ a ° - � � ° "° � _ `� 4_ a- 4 a a a �. GALVANIZED � GAOLVANIZED L, RE STRUCTURAL,
- a 4 �a , I a a _ p aa �` ,� f` � phone 303.449.8900
° < a� � < - � M E M B R A N E F L A S H I N G O V E R � M E M B R A N E F L A S H I N G O V E R
�-� �- ' - -a i � MEMBRANE FLASHING WRAPPED � a "° a ° a � < , ° , METAL FLASHING r _ METAL FLASHING
� - e� _e ° � e a � a ,° `a Q � OVER WINDOW TAB , a a � a ° a- a I I GALV STEEL SPLIT TAIL ANCHOR WOOD TRIM PER INTERIORS ` I� I� � GALV STEEL SPLIT TAIL ANCHOR
: _� `_ <° - a < , � _ Q ' ' ° - 9° ' �� I BETWEEN PIECES OR END � I BETW E E N P I E C E S O R E N D
� a . a ` ° ' I � PRE FINISHED METAL FLASHING • a °- ,° , <a . � � i RESTRAINTS, FILL KERFS WITH i RESTRAINTS, FILL KERFS WITH
° 4 ° ° ' °° <aa Q - � � °° ° I � SEALANT � � SEALANT
� �
� • � —--- �, � —---
� PROVIDE WEEPS PROVIDE WEEPS
GALVANIZED METAL FLASHING
BACKER ROD AND SEALANT WITH HEMMED EDGE
GALVANIZED STEALL PAINTED GALVANIZED STEALL PAINTED
� LOOSE LINTEL, RE STRUCTURAL LOOSE LINTEL, RE STRUCTURAL
METAL CLAD WINDOW MORTAR CANT MORTAR CANT
BACKER ROD AND SEALANT BACKER ROD AND SEALANT
METAL CLAD WINDOW METAL CLAD WINDOW
SELF ADHERED MEMBRANE SELF ADHERED MEMBRANE
FLASHING OVER WINDOW FLANGE FLASHING OVER WINDOW FLANGE
SIDING WINDOW HEAD (a� CORE STONE WINDOW HEAD (a� CORE STONE WINDOW HEAD
7 4 = 1
3"= 1'-0" 3"=1'-0" 3"=1'-0"
CONCRETE CORE WALL CONCRETE CORE WALL
, . e a , a SEALANT a , a , a SEALANT
, _ - a, < , a-� INTERIOR GYP BD OVER VAPOR
` -, a „a . • ' q M �. a ' a q . BARRIER
a o a. ^ _ a a e . d a, ^ a ° a P i
d � -�P d P � � d a a _ - ^d' n
'<, � < a - _ . - < e <a , WD TRIM
a - `d a < a ♦ - < - d a - < WOOD TRIM PER INTERIORS
_ ' ° a d'� °' 9 � _ ° , e a
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� ° � °< PRESSURE TREATED 2 x 4 BLOCKING _ ° ° ' '° �
_ ° ae �d s a ° �+ o '
G°_ � < a_n � a a n
Q � _ a � a d r e
_ - a'. � `Q � ' " a a p d a � O
tl ' ° � ' � ° °� ' ^° 2 x 4 PRESSURE TREATED BLOCKING
� ' ° at "4 � °d• ' � ., ° a ° da
- - d� .
e d <a � , a a � a Q/ a " a - + � �
tr° , -° . a°� ' 9 .'a `V
. " ' b �d e 9 ' a� 4 e A°' - Q a o p e a
- .de ° d` a • �e � �
- METAL CLAD WINDOW � METAL CLAD WINDOW METAL CLAD WINDOW O
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��������� � � �� � � ! � —, — •�fi . �T i ��, . ��"{i�r 4�� , ��.���� � —
`lt•`r ',5 _ ` J ' , , � �
SLOPED STONE SILL PIECE BELOW � >
BACKER ROD AND SEALANT SLOPED STONE SILL PIECE BELOW SLOPED STONE SILL PIECE �
BELOW
BACKER ROD AND SEALANT BACKER ROD AND SEALANT
5/4 X 3 TRIM, PAINTED FULL DEPTH OF JOINT
MEMBRANE FLASHING WRAPPED MEMBRANE FLASHING WRAPPED �� cO�O
OVER WINDOW TAB OVER WINDOW TAB OVER WINDOW FLAN�GE E FLASHING ����
/�, �l�U/ARDO �
AIR MOISTURE BARRIER WRAPPED AIR MOISTURE BARRIER WRAPPED WEATHER RESITIVE BARRIER fd� ���J����O 0
INTO WINDOW OPENING INTO WINDOW OPENING WRAPPED INTO WINDOW OPENING �a 'L��E� �*
EXTERIOR SHEATHING EXTERIOR SHEATHING EXTERIOR SHEATHING � • Z67� C�
. SIDING WINDOW JAMB (a� CORE STONE WINDOW JAMB @ CORE STONE WINDOW JAMB �R�
8 5 2 ���,�� � � ����
3"= 1'-0" 3"= 1'-0" 3"= 1'-0" �
WOOD TRIM PER INTERIORS
2 x 4 AND 1/2"PLYWOOD FILLER STRIP
PEEL AND STICK MEMBRANE
METAL CLAD WINDOW FLASHING EXTEND INTO OPENING
AND LAP DOWN OVER WEATHER PROJ. NO. 17030.00
BACKER ROD AND SEALANT RESISTIVE BARRIER
SLOPED METAL FLASHING METAL CLAD WINDOW Q METAL CLAD WINDOW
WITH HEMMED DRIP EDGE SET DRAWN: �M
IN 2 BEADS OF CONT SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT CHECKED: �M
— 5/4 x 5 CEMENT BOARD TRIM ANCHORED APPROVED: WRH
i � TO SILL FRAMING -- — GENERAL NOTE: REFER TO SHEET
N Vr � �� SLOPED STONE SILL A8.33 FOR ADDITIONAL INFORMATION ,�•� SLOPED STONE SILL DATE: 'I O/3O/O9
_- I CONT SEALANT BEAD BETWEEN TRIM PIECES �� _, REGARDING WINDOW FLASHING � , REVISIONS
- �__ 2 x 2 TRIM aa <`_a < a o ,a< � ��'.` 'I',' � PERMIT SET RE-SUBMITTAL
-- CONT GALVANIZED STEEL TRIM SUPPORT FASTEN TO SOLID STUD ° Q a a ; � , STRIP IN MEMBRANE FLASHING
� � FRAMING WI ZINC COATED SELF-TAPPING FLATHEAD SCREWS � " e , � a w . a - ---- — iI � - - � , BEHIND EA FASTNER 0 ADDENDUM #1 O3/O4/�O
- MEMBRANE FLASHING WRAPPED a .. ° ° -° ° , ° < ° 1� �f
- � INTO WINDOW OPENING UNDER FIN " a 4 e" a , a , P - a� i{ ��1 .' 0 ADDENDUM #2 03/04/10
y` FILL KERF IN STONE WITH FILL KERF IN STONE WITH
� �� � a ° , < �f�` ' SEALANT ���,'` SEALANT
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` ' SIDING PANEL " � „ ,} � -
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i WEATHER RESISTIVE BARRIER j j �� a R C H I l E C�U R E
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i� METAL FLASHING WITH WEATHER RESISTIVE ` � WEATHER RESISTIVE `, �, 1805 29th Street
� HEMMED EDGE BARRIER OVER GALVANIZED BARRIER OVER GALVANIZED -� � Suite 2054
_ _ _ _ _ , METAL FLASHING � - METAL FLASHING � �I Boulder Colorado 80301
q � _ ,
GALVANIZED SPLIT TAIL �� GALVANIZED SPLIT TAIL i � phone 303.449.89��
ANCHOR BETWEEN PIECES � ANCHOR BETWEEN PIECES i �I -
LOUVER,RE MECHANICAL OR END RESTRAINTS,WILL � OR END RESTRAINTS,WILL � I
KERF WITH SEALANT �� KERF WITH SEALANT � I
PROVIDE WEEPS PROVIDE WEEPS �
— — — J
GALVANIZED METAL FLASHING �� GALVANIZED METAL FLASHING -
WITH HEMMED EDGE - WITH HEMMED EDGE
GALVANIZED LOOSE LINTEL, GALVANIZED LOOSE LINTEL, I
RE•STRUCTURAL,WITH 1/2" RE'STRUCTURAL,WITH 1/2"
DIAMETER WELDFD DOWEL DIAMETER WELDED DOWEL
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BACKER ROD AND SEALANT BACKER ROD AND SEALANT
EGGCRATE LOUVER EGGCRATE LOUVER IN FRONT
- OF OPERABLE SELF ACTUATED
STONE BEYOND LOUVER, RE• MECHANICAL
PAINTED CEMENTITIOUS STONE BEYOND
PANEL
I
5 LOUVER HEAD IN SIDING LOUVER HEAD IN STONE OPERABLE LOUVER HEAD IN STONE
3"=1�_0�� 3 1
3"= 1'-0"
3"= 1'-0"
$ $
LOUVER BELOW CEMENTITIOUS PANEL BOARD
PAINTED
SEALANT BETWEEN LOUVER AND `
PREFINISHED METAL JAMB
CLOSURE PIECE �
EGGCRATE LOUVER IN FRONT EGGCRATE LOUVER IN FRONT O
PEEL AND STICK MEMBRANE OF PAINTED CEMENTITIOUS OF OPERABLE SELF ACTUATED ��
FLASHING WRAP INTO OPENING PANEL LOUVER, RE• MECHANICAL � �
.. � ([�
Z FLASHING BEHIND CEMENTITIOUS �
_ PANEL AND LAPS OVER SILL PAN =
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I� SILL PAN FLASHING WITH END DAMS ,� FREFINISHED METAL SILL PAN � U
I i ASHING WITH END DAMS O
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ii SLOPED STONE SILL PIECE ,� �I ` �� � �.�
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I� GALVANIZED METAL BENT PLATE Y I� �' GALVANIZED METAL BENT PLATE � �{� �
STRAP ANCHOR MIN 3 PER PIECE STRAP ANCHOR MIN 3 PER PIECE �� �
i� �
� - - • - � _-- - ~ .- SEAL AROUND FASTENERS �_ I; — SEAL AROUND FASTENERS � — �
� �FILL KERF IN STONE WITH ;}� FILL KERF IN STONE WITH � �� ��
SEALANT � SEALANT �
STRIP IN MEMBRANE b�-� PEEL&STICK MEMBRANE 4;;�{ � Q� CO�O
FLASHING BEHIND EA , 1 FLASHING � ��
FASTENER �, � STRIP IN MEMBRANE ` i �
� � FLASHING BEHIND EA `�� � ������0 O
; �� FASTENER `� � �►�.EJARIDRO �
� �" ILLANES
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. 6 LOUVER JAMB IN SIDING LOUVER SILL IN STONE OPERABLE LOUVER SILL IN STONE A�G
3"= 1'-0" � 3"= 1'-0" � 3"= 1'-0�� ��Js�� � �} C��`���
PROJ. N0. 17030.00
DRAWN: JM
CHECKED: JM
APPROVED: WRH
DATE: 10/30/09
LOUVER, RE.MECHANICAL Q
REVISIONS
0 PERMIT SET RE-SUBMITTAL
ADDENDUM #1 03/04/10
� 0 ADDENDUM #2 03/04/10
�
aNi GENERAL NOTE: REFER TO SHEET
- o SILL PAN FLASHING WITH A8.33 FORADDITIONAL INFORMATION
� _ _ _ _ _ _ _ ENDDAMS
_� REGARDING WINDOW FLASHING
z i� PEEL&STICK MEMBRANE 0 OZ ARCHITECTURE
� i FLASHING WRAP INTO
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o �I BARRIER,WRAP INTO
o ` �� OPENING ISSUED FOR:
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SCALE: 3" _ -
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FLIP HEAD FLAP UP AND +t�°�t r
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Boulder, Colorado 80301
i �,�' � IN THE WEATHER
i �� RES�STIVE BARRIER FOLD phone 303.449.g9�0
i ���'� SIDE FLAPS INTO ROUGH
r OPENING AND SECURE
i
STEP 1 STEP 2
_ APPLY CONTINUOUS BEAD OF
CAULK TO WALL OR BACK SIDE CUT HEAD MEMBRANE FLASHING
� OF WINDOW MOUNTING FLANGE TO EXTEND FLIP DOWN UPPER FLAP APPLY SECOND LAYER OF
ACROSS JAMBS AND HEAD, BEYOND OUTER EDGES OF JAMB OF WEATHER RESISTIVE BARRIER HEAD MEMBRANE FLASHING
APPLY MEMBRANE BUT LEAVE BOTTOM SILL FLANGE FLASHINGS SO IT LAYS FLAT TO EXTEND BEYOND OUTER
FLASHING PRIMER �-'��/ UNCAULKED ACROSS HEAD FLASHING
PRIOR TO _ _______________ _________________________ ___ ______________ EDGES OF CUT MOISTURE �.ii�\\`
APPLYING FLASHING B ARRIER
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- BARRIER ��i AT INTERIOR APPLY A
ii CONTINUOUS BEAD OF
ii
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ii OF THE WINDOW FRAME
' ii ACROSS JAMBS, HEAD
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OUTER EDGES OF WINDOW
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ROUGH OPENING ACROSS SILL HAS BEEN INSTALLED
AND UP JAMBS SECURE FANNED ACCORDING TO MANUFACTURER'S �� O
- EDGES WITH MECHANICAL FASTENERS INSTRUCTIONS � � �
STEP 3 STEP 4 STEP 5 STEP 6 �
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WINDOW DETAIL - TYPICAL I- v
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PROJ. N0. 17030.00
STEP 1 STEP 2 DRAWN: JSM
CHECKED: JM
APPROVED: WRH
_ APPLY CONTINUOUS BEAD OF
CAULK TO WALL OR BACK SIDE CUT HEAD MEMBRANE FLASHING DATE: 'IO/3O/O9
OF WINDOW MOUNTING FLANGE TO EXTEND FLIP DOWN UPPER FLAP APPLY SECOND LAYER OF
ACROSS JAMBS AND HEAD, BEYOND OUTER EDGES OF JAMB OF WEATHER RESISTIVE BARRIER HEAD MEMBRANE FLASHING REVISIONS
APPLY MEMBRANE BUT LEAVE BOTTOM SILL FLANGE FLASHINGS SO I� LRYS FLAT TO EXTEND BEYOND OUTER PERMITSETRE-SUBMITTAL
FLASHING PRIMER �/ UNCAULKED ACRflSS HEAD FLASHING 0 ADDENDUM #1 O3IO4I�O
PRIOR TO �// -- --------------- ------------------------- -------------- EDGES OF CUT MOISTURE �.ii\\\ 1
B ARRIER �;*�
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o FIRST CHAIR
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o �� ISSUED FOR:
o APPLY JAMB MEMBRANE FLASHING i�; PERMIT SET
ti ALONG
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� FLASHINGS AFTER WINDOW � SHEET TITLE:
� � ADHERE SILL MEMBRANE FLASFIING INTO HAS BEEN INSTALLED ' WINDOW DETAILS
U
ROUGH OPENING ACROSS SILL ACCORDING TO MANUFACTURER'S
AND UP JAMBS SECURE FANNED INSTRUCTIONS
EDGES WITH MECHANICAL FASTENERS
STEP 3 STEP 4 STEP 5 STEP 6 SCALE: ��2�� _ ��- ��
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,�•
5/8"TYPE'X'GYP BD I -_
5/4 x 3 WOOD TRIM 5/4 x 3 WOOD TRIM -
� STONE ANCHOR SYSTEM W/ v �� �° � 4"METAL STUDS W/R-13 BATTENS @ 12"O C BATTENS @ 12"O C
� MEMBRANE SEAL STRIP 'o , � BATT INSULATION VERTICALLY VERTICALLY
VAPOR BARRIER �i BEHIND EA ANCHOR e a < e a � � 1/2"EXTERIOR PLYWOOD -`
`� °" ^� °< ' � SHEATHING '�
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I RESISTENT BARRIER ° - a, e n � i� �� _- A� C H I 1 E C 1 U � E
a .. <�
- � 5/8"TYPE'X' EXT GYP �, , � e p a ' a °I n� ° a STRUCTURAL CONCRETE iI i� -_
I S H E A T H I N G _ a - a � S T A I R W A L L P E E L&S T I C K M E M B R A N E F L A S H I N G P E E L&S T I C K M E M B R A N E F L A S H I N G _ �S O'r J Z�r l S t r@ e t
.,° � 4 '° � STRIP DIRECTLY OVER SHEATHING iI STRIP DIRECTLY OVER SHEATHING �� SUIt@ ZO�
1 HR RATED RE CODE ' �� � CEMENTITIOUS @ ALL CORNERS UNDER �� @ ALL CORNERS UNDER �� -
PLAN WHERE OCCURS ;� - WI H R-21 H GH DENSITOY C — — �� — ���qTTr�v�� 7 AIR/MOISTURE BARRIER OVER I AIR/MOISTURE BARRIER OVER � Boulder, Colorado 80301
UL ASSEMBLY WP8005 � - BATT INSULATION AND 2x6 5/8"EXTERIOR GYP BD i 5/8"EXTERIOR GYP BD ; phone 303.�9.89��
WOOD STUDS W/R-19 BATT � SHEATHING i SHEATHING i
INSULATION BETWEEN _ _ _ t CEMENTITIOUS PANEL BOARD i i
i CEMENTITIOUS PANEL BOARD i
CORNER REVEAL CONTINUOUS BACKER ROD AND i i `--
SEALANT � 1/2"EXTERIOR PLYWOOD
5/4 x 5/4 CORNER WOOD CEMENTITIOUS LAP SIDING i SHEATHING i
EXTERIOR WALL ASSEMBLY t TRIM � �
�� STO N E V E N E E R - � CEMENTITIOUS LAP SIDING
�
TYPICAL LEVEL 1 CORNER � STAIR LEVEL 5 BOARD/BATTEN TO LAP SIDING TRANSITION BOARD/BATTEN C�RNER TRANSITION
13 9 5 1
1 1/2"=1'-0"
1 1/2"= 1'-0" 3"= 1'-0" 3"= 1'-0"
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�- 4"STONE VENEER 4 SEALANT AND
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�- � -
BACKER ROD
5/8"TYPE'X'GYP BD � 4"METAL STUDS W/R-13 OVER SHEATHING @ ALL -
2 PLY ASPHALT IMPREG < a , , BATT INSULATION CONTINUOUS
f.� WEATHER RESISTENT � � < a a ° �� CORNERS UNDER STUC O FINISH -
AIR/MOISTURE BARRIER
VAPOR BARRIER ! , BARRIER ° o °{ °° � � _
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� STONE ANCHOR SYSTEM W/ a � 4� � °° ° a � . � - _ ; � -
° STRUCTURALCONCRETE , �I �
MEMBRANE SEAL STRIP 9 � ° ° � ' - " - -
' q �a '° A aa '�, STAIR WALL °� ��� �i ' �) _
BEHIND EA ANCHOR �e- � _ li, �' PEEL&STICK MEMBRANE FLASHING � -
5/8"TYPE'X'EXT GYP o° � a a � �a � '° ' PEEL&STICK MEMBRANE �� _ �I --
1 H R R A T E D R E. C O D E j • SHEATHING e a ' �i STRIP DIRECTLY OVER SHEATHING i _
F FLASHING STRIP i @ ALL CORNERS UNDER q
r DIRECTLY OVER i�
PLAN WHERE OCCURS _ _ — 7 STUCCO FINISH AIR/MOISTURE BARRIER i
4"M E T A L S T U D S @ 1 6" , S H E A T H I N G @ A L L AIR/MOISTURE BARRIER OVER i I
U L A S S E M B L Y V 4 5 4 � O C WITH R-13 BATT � CORNERS UNDER AIR/ 1/2"E X T E R I O R P L Y W O O D � A I R/M O I S T U R E B A R R I E R O V E R I -
i� INSULATION �� MOISTURE BARRIER S H E A T H I N G I 1/2"EXTERIOR PLYWOOD i __-
4 SEALANT AND � - SHEATHING � _
,��-_- -- � 1/2"EXTERIOR PLYWOOD �
CONTINUOUS SEALANT BACKER ROD i SHEATHING �
AND BACKER ROD 1/2"EXTERIOR PLYWOOD i _ i �
SHEATHING i CEMENTITIOUS PANEL BOARD � _-
� 5/4 x 3 WOOD TRIM - � -" � Q
^ EXT E R I O R WAL L AS S E M B LY i TRIM3 CORNER WOOD CEMENTITIOUS LAP SIDING i VERTICALL�Y12"O.0 i _ � T�
V
STO N E VE � � CEMENTITIOUS LAP SIDING �
�� NEER GRID STUCCO TO HORIZONTAL STUCCO TO BOARD/BATTEN = �-
� LINE J / 1 .8 - 5.9 TAIR LEVEL 4 SIDING TRANSITION TRANSITION �
CORNER � S U
14 10 6 2 0
1 1/2"= 1'-0" 1 1!2"= 1'-0" 3"= 1'-0" 3"= 1'-0" � r ,
V
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10" ° EXTRUDED ALUMINUM'X' � � ��
1 " 4" 1" ° i ,-., OUTSIDE VERTICAL CORNER _- i �V
� _ i , CLOSURE PIECE � � �
-I F � - PEEL&STICK MEMBRANE - - �
i' ' STUCCO FINISH � �
a ' b i - FLASHING STRIP DIRECTLY OVER _ i
m °° °° � 4"METAL STUDS W/R-13 � � T SHEATHING @ ALL CORNERS � i
5/8"TYPE'X'GYP BD t � ' � i
� BATT INSULATION i,- '_- STRIP IN PEEL/STICK UNDER AIR/MOISTURE BARRIER ,�'
7/8"CEMENTITIOUS � � a°o a °4 ° �� _ i ��. MEMBRANE BEHIND REVEALS AIR/MOISTURE BARRIER OVER _ i � `d� CO�O
STUCCO SYSTEM ' a I ea _ 4 � ° - 1/2"EXTERIOR PLYWOOD _-_ i ��
VAPOR BARRIER a'_ ° -a I' STONE VENEER OVER 1" � "--� SHEATHING � � �� ARDO��
2 PLY WEATHER � d� � ` � ° 4 � � � MORTAR � ;' , CONTINUOUS EXTRUDED _- � � ��� O
RESISTENT BARRIER - - � < r , ALUMINUM STUCCO _ � � ��.��ANDRO
a � ' REVEAL 1/2"EXTERIOR PLYWOOD - i � ��(yANES �
I' �� a -� `°a�� ° d ° a a �4 STRUCTURAL CONCRETE i � SHEATHING i � " �
STAIR WALL i • �" ��5�� �C�
1/2"PLYSHEATHING ° _a -� � ,<,� , ° �i" i � � __ _ __-,_ _ - -_ __ _ _ _ _ _ _- _ i
° 4 ° < ' PEEL&STICK MEMBRANE i �
�i FLASHING STRIP i ,; i
_ � _ _ _ DIRECTLY OVER CEMENTITIOUS LAP SIDING � Y 4`
2 x 6 WOOD STUDS @ 16 O C �. SHEATHING @ ALL 7 i � � ^ � ��9'�
WITH R-19 BATT INSULATION � � CORNERS UNDER AIR � PROVIDE DOUBLE 2 x 6 BACKUP I�
It MOISTURE BARRIER i �'" �
_ _ J� i - __ AT ALL VERTICAL REVEALS
i �
*_=_=.T i '°' AIR/MOISTURE BARRIER OVER �
� � ' 1/2"EXTERIOR PLYWOOD ��
t � i ' SHEATHING
i CONTINUOUS SEALANT � i '
' 1/2"EXTERIOR PLYWOOD ----- ------- --------------`-___---_-
I ; AND BACKER ROD i � � SHEATHING
EXT E R I O R WAL L AS S E M B LY � STUCCO FINISH SYSTEM � � - C O R N E R R EV EA L �� PROJ. No. 17030.00
��- �
STUCCO - SIDING SIM CORNER STAIR LEVEL 3 HORIZONTAL STUCCO REVEAL - VERT SIM HORIZONTAL SIDING D R A W N: B�
1 5 1 1/2 1 -0 � � 1 1/2 1-0 ' � 3 1 -0 � 3 1-0
11 � " WEATHER RESISTIVE BARRIER LAP �� � �� ��- � �� �_ � �� CHECKED: �M
APPROVED: WRH
B DOWN OVER LOWER BARRIER 12"MIN
� < ., � STRIP IN PEEL&STICK MEMBRANE DATE: 1 O/3O/O9
° = ` e - i FLASHING OVER METAL FLASHING � WEATHER RESISTIVE BARRIER LAP CEMENTITIOUS LAP SIDING � REVISIONS
p � `°� � °- a°a VERTICAL BOARD&BATTEN SIDING �� �� �� �� 4'� � DOWN OVER LOWER BARRIER 12"MIN � �
-a e , ,- _ i� 1 4 1 1 � �, o OUTS DE V RTICAL ORNER i PERMIT SET RE-SUBMITTAL
.� _ 4<_ e CEMENTITIOUS LAP CLOSURE PIECE i
- - m � PREFINISHED METAL FLASHING W/ � 4"METAL STUDS W/R-13 X SIDING i � ADDENDUM #1 O3/O4/1 O
_ ' °' I HEMMED DRIP EDGE SET IN CONT BEAD � BATT INSULATION PEEL&STICK MEMBRANE �
� � �` ,d �`� OF SEALANT 6 `� a°a ° ° �, � PREFINISHED METAL FLASHING FLASHING STRIP DIRECTLY OVER � � ADDENDUM #2 03/04/10
�, a � �j , / � a a� Qa � a e a , < - � W/DRIP EDGE SHEATHING @ ALL CORNERS i
� ` ° ° LEVEL 5 - FLOOR - -a ° E „ , • ` " ° ° �� ° a � LEVEL 5 - FLOOR UNDER AIR/MOISTURE BARRIER ;
� ° ° � - a 140� - 7 7/H�� ° d- � a ; 4 '° i STONE VENEER OVER 1 � �� 140� - 7 7/8�� AIR/MOISTURE BARRIER OVER i
� $ , ° m f MORTAR
� ' << �d, a q °a -• �° ,� < <Q � , e_ j Z i PEEL/STICK MEMBRANE FLASHING SHEATH NG R PLYWOOD i
o STONE ACCENT BAND a � Q a STRUCTURAL CONCRETE �7 I 0 OZ ARCHITECTURE
� STAIR WALL ,�� � DIRECTLY OVER SHEATHING
E '=a < < d� < "a ° < ; ,,,I , _° �� v m i EXTEND 6"MIN ABOVE/BELOW 1/2"EXTERIOR PLYWOOD --- I
-' ' GALV METAL BENT a ° - < 4 � FLOOR ASSEMBLY
? , �a v o- a� s PLATE STRAP ANCHOR °� � _ - a e �' FLAS NGISTRIP MBRANE � i 2"x 6"WOOD TRIM SHEATHING _ i FIRST CHAIR
o r� •� f DIRECTLYOVER i BOARD , � ,- _ _ - , _� _ _ - _ - _- �
z o- e - �` N CO NERIS UNDER 7 / I
o "< . " MASONRYANCHOR J MOISTURE BARRIER � 2"x 12"WOOD BAND �
° _a� E `a ,a _ 1i � ; > �-- 5/4 x 3 WOOD TRIM � ISSUED FOR:
� , �c v i SEALANT AND BACKER BATTENS @ 12"O C � PERMIT SET
o °_ � d � < a., � ; STONE VENEER FURRED _ r, __�--,�L�, } , � ROD �
� ° 4 <a _ WALL ASSEMBLY � � •
> e ' a . � i STUCCO FINISH SYSTEM ii
� r _ < - � �' ; SHEET TITLE:
� ° ° aa < a CONCRETE STRUCTURAL �� ? � � EXTERIOR GENERAL
_ - ° " ` ' WALL, RE•STRUCTURAL , � i,
� i ,
oa a , ba _ BUILDING DETA
_ ��
00 � � , i ----------
. . , a ` �
_ � r
_ � - - - ° � �� SCALE: As indicated
� ° " - " 1 ; � SHEET NUMBER
�
� 16 HORIZ�N AL ST�NE BAND � 2 CORNER � STAIR LEVEL 2 HORIZONTAL WOOD BAND CORNER REVEAL �� BOARD/BATTEN
0
�
0
� 'I 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" 3"= 1'-0" �
�
�
M
�
�,_�
�;
'I , EXTEND TOP LAYER OF HIGH `
ti
p � TEMP ROOF MEMBRANE UP 'I.3 �F1
� WALL TO WINDOW SILL ��
�� HEIGHT
� � �
^ � � STUCCO EXTERIOR WALL
� A��NI�EG�URF
ASSEMBLY
` STANDING SEAM METAL ROOF, (2)LAYERS HIGH 1805 29th Street
PREFINISHED METAL 3 TEMP RESISTANT ROOF MEMBRANE,5/8"EXT 1�3 °
WALL/ROOF FLASHING A9 40 PLYWOOD SHEATHING,2x JOISTS @ 16"O C EXTEND TOP YER OF Q 'I.3 Suite 2054
� ROOF MEMB NE UP � WEATHER BARRIER TO LAP DN Boulder, Colorado 80301
12 WALL 24"MIN STANDING SEAM METAL ROOF, (2) ¢
STUCCO EXT RIOR � OVER METAL FLASHING phone 303.449.g9�0
LAYERS HIGH TEMP RESISTANT w STUCCO EXTERIOR WALL
2 WALL ASSEM LY ROOF MEMBRANE; 5/8"EXT �
2x BLOCKING AT 24"O C - PLYWOOD SHEATHING,2x JOISTS @ � ASSEMBLY WITH WEEP SCREED
PREFINISHED ET 16"O C a AT TERMINATION
� PREFINISHED METAL FLASHING WALL FLASHI G/ �
W/DRIP/CLEAT (2)LAYERS HIGH TEMP , ROOF 2x BLOCKING AT 24"O C W 40 MIL BITUTHANE MEMBRANE
RESISTANT MEMBRANE,5/8"EXT � 2x PT BEVELED SILL PLATE u� - FLASHING UP WALL 24"MIN AND LAP
2 P SS E T EAT PLYWOOD SHEATHING � � - DN OVER FOUNDATION
_ ' I RI JOI S 6' O _ WATERPROOFING 8"MIN
2x PT BEVELED SILL PLATE PREFINISHED METAL FLASHING Z
I PREFINISHED METAL FLASHING EXTEND 6"UP UNDER ROOF J � PREFINISHED METAL FLASHING WITH
� EXTEND 6"UP UNDER ROOF MEMBRANE LAYERS WITH HEMMED a � HEMMED DRIP EDGE SET IN BEAD OF
MEMBRANE LAYERS WITH HEMMED I DRIP EDGE SET IN CONT BEAD OF CONT SEALANT
- - - --- - - -- - DRIP EDGE, PROVIDE SEALANT - SEALANT
� 4"STONE CAP
- - - - LEVEL 2 - FLOOR � LEVEL 2 - FLOOR LEVEL 2 - FLOOR
- ° - n a
a �a ad a. e e . _d a ,- a d , qa e - a e , �a_ e ° ° , ° < � aa •aa a6 °' _ 112' - 0" , �- . _ e °° '°- a' a ' 112' - 0" . ° ° < - 112' - 0��
�a - ae - < � - . . < - < - < • , e a e < a
` d - `a 4 � ." d� b ( 9 A 9a a � �$ STONE CAP e a a d � � a °Q.
° < a: ° <• A � . < < < -< - a • � i � WATERPROOF MEMBRANE EXTEND � Qa < 9 s '
° - ' ��° °_ ° �,�. _ < a . . V aa < °, ° a_„ a, a a 9 , ye a ° , °- « a, �a� < i� DOWN OVER VERTICAL , . _, °' ° A a <a_ �,
° WATERPROOF MEMBRANE. EXTEND WATERPROOFING - �
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ °°�- � DOWNOVERVERTICAL a a � � �
a� , '
- - - - - - - - - - - - - - - - - - - - - - - aQ - ,
° °° < WATERPROOFING - - - - - - - - - - - . - - i ' � STONE VENEER - - - - - < ° � a� METAL FLASHING OVER GALV 4"x 6"x 1/4"
< ° �,I �, , - '= PREFINISHED METAL FLASHING FILL CAVITY FULL �` ° �°° a o �� � PREFINISHED METAL FLASHING OVER •n � � � m I STL ANGLE,ATTACH TO CONC WALL W/
EXP ANCHORS RE STRUCTURAL
EXTEND BELOW GRADE WITH BATT e a ° � ° � 6"x 4"x 3/8"STEEL LEDGER ANGLE ° °�' i� e° I '
EXTEND FLUID APPLIED FILL CAVITY FULL WITH � ' � � ° � � INSULATION ° '� ^ m � °d °I� � a PREFINISHED METAL FLASHING
MEMBRANE OVER BATT INSULATION ° I�J '° a� I
HORIZONTAL SURFACE °° 4 • . _ a ' ,� , ° PREFINISHED METAL FLASHING � ° '° ° �,� ° EXTEND BELOW GRADE
AND UP VERTICAL WALL 8" � ° _°�< ,,� ' _ 1 °` ° a - EXTEND BELOW GRADE a°' d -
A9 11 ° - - ° - � � EXTEND FLUID A9 11 s ° ` • , � A9 11 _ _ � a _ �
a - APPLIED ° °� I . <e r b
- ° � " a % - - o, - -
� 1° b - — -I-I I— MEMBRANE OVER a �° . _ __ � • —
- — HORIZONTAL a a a a <� ��; I I— �—I
a a
` � a �, � a � a _ _ SURFACE AND UP - ` °I _ � - I �I I m ° $•`-`, - - '� �
m lo, .,.� - �J„I�j„ VERTICAL WALL 8" �� -a 9 � e —
2"POLYSTYRENE RIGID INSULATION
- _ a� _ � � 2"RIGID INSULATION, DRAINAGE m d , ° 2"RIGID INSULATION, DRAINAGE � � d � � J°° ° OVER GEOCOMPOSITE DRAINAGE
° ° ° a < e, , LAYER,WATERPROOF MEMBRANE a - ` ° LAYER,WATERPROOF MEMBRANE � � � LAYER OVER FLUID APPLIED
LOW SLOPE ROOF/OFFSET o a TRANSITION OFFSET � WATERPROOFMEMBRANE, EXTEND
(� d a tld ' UP SHEATHING 30"MIN
TRANSITION WALL PLANE - NORTH TRANSITION DETAIL
4 3 1
2"= 1'-0"
1 1/2"=1'-0" 1 1/2"= 1'-0"
J �
STUCCO FINISH SYSTEM O
' 2 x 6 WOOD STUD � � �
�I �:' E.Z ROOF ASSEMBLY• WEATHER BARRI TO LAP � I `�+
EXTERIOR SHEATHING STANDING SEAM METAL ROOF DN OVER METAL L SHING � � _ �
` �� V ` 2 LAYER HIGH TEMP RESISTENT ROOF MEMBRANE
u ° O
u " , � STUCCO SYSTEM WITH 5/8"EXPOSURE 1 PLYWOOD SHEATHING PREFINISHED ME L FLASHING �
�� `: .� BOTfOM EDGE TERMINATION ROOF ASSEMBLY� � 3 x 6 TONGUE AND GROOVE 3'-2" 8" O
�� '� • WEEP SCREED-VERTICAL STANDING SEAM METAL ROOF
�� " SIDING SIMILIAR 2 LAYERS HIGH TEMP RESISTANT ROOF MEMBRANE
2 x 8 CEDAR FAS I 6 �
11�� •�" 5/8"EXPOSURE 1 PLYWOOD SHEATHING SNOW GUARD CLAMP TO THE METAL PREFINISHED
'•-.
�� ,� ," 3 x 6 TONGUE AND GROOVE DECKING ROOF SEAM ( 2 x 8 CEDAR BAN .,` A9 10
�� , METAL FLASHING �
�� • ` WITH HEMMED _
il �• (2)LAYERS WEATHER � � EDGE t� I SIM
� � �
I � � � �
I �� _- RESISTENT BARRIER LAP DN ( I
- �� ,� , OVER MEMBRANE > � \
I �
� �' �, PEEL AND STICK MEMBRANE � 1 PREFINISHED ME��AL ; I �
I FLASHING WITH (
�� �; FLASHING LAP OVER METAL 2 3�'��� ���� O � OO I HEMMED DRIP EDGE I
� „ , FLASHING A9 42 0 0 _ LEVEL 2 — FLOOR 1
�— — — _ 1 I I a a e �
�� �� ',•- CASING BEAD W/WEEP HOLES ` ` � -� 112� - ��� � � Q e` � - �a� a • a" Q �a da ° . ��o �'�L�
� e " � 4
8 �i , ._ _ _ _ _ _ _ _ _ _ � — � � _' � � . ° ` '1 � °^ °_a ,° �a-, . j� �DUl4R�0
i� • � � ' — � I 2 x 8 FASCIA I °$ - ° Q _e_' ,i < •a a -< � � q�.EJe�ND6t0 0
I i ,- � 12"WIDE PEEL/STICK MEMBRANE PREFINISHED METAL -- �' � °
FLASHING OVER JOINT FLASHING WITH I — � � � 2 x 6 FASCIA � _ f.. � d°��E� �
I �i ' i n HEMMED EDGE � ` A � I I o2��� V
SHEATHING FILLER �
I 'I � ' ' -
I I , " WEATHER RESISTIVE BARRIER � � �� - I
_ � � �' 2 x 8 CEDAR FASCIA i� _ - � ~ � � ��
L A P O V E R M E M B R A N E I I STRUCTURAL CONCRETE ���
I � FLASHING AND EXTEND TO B O � �EVE� 2 - F L O O R �_ _ � � _ _ _ i e o a SLAB AND METAL DECK vs;��� �$ 2�;�
" � DECK �LEVEL 2 112� - O�� � � PREFINISHED M � , 4�
FL TH °� I� ° <
' - a` - •d° �° ` d° - °'° ^ " � - - — - — - - HEMMED DRIP EDGE � ° 1 Q
- aa - ° - ' - '°°- CONT SEALANT BEAD i i i °b �
. <.. a , a _� <
- • <a" I a� a ,`a ,. -a.a 2 x 8 CEDAR BAND � °° ° °;`I °
, - a Qa '°� "° ° i 2"XEPS ( 1 WEATHER RESISTIVE � ' ° STEEL BEAM,2 HR RATED
e -°° '°-� °. ,�I � ° ' . - a. �i � °. .• � a 3 x 8 ROOF FRAMING
a ,° . -a a ; ' :aQ �° ° ' °" . ,<; ' i� CONT SEALANT BEAD AND � - - - - - - - - - -� BARRIER LAP OVER �
<_ - • a � ��� MEMBRANE FLASHING @ JOINT MEMBRANE FLASHING i I �
_ ° � `�-° -° ' �d a � _ � - ��� AND EXTEND TO B O STONE CAP
- . a- = � - � ° a , �i 2 x 8 CEDAR BAND FASTEN STRUCTURAL CONCRETE SLAB
R-13 BATT INSULATION PROJ. N0. 17030.��
'' �a � _a � a' ' � ° _ , Iii TRHOUGH INSULATION BOARD DECK 6 x 8 H T DIAGONAL KICKER _
" t ,_ : - a' � � ° � e�" �i I AND JOINT AND METAL DECK RE 1/A9 21 ( I 5/8"TYPE'X'GYP BD
PREFINISHED METAL DRAWN: �M
° s a - � - a° "� � - BACKER ROD AND SEALANT FLASHING WITH HEMMED { 4"16 GA STUDS RE•STRUCTURAL
� PREFINISHED METAL FLASHING I I � CHECKED: �M
DRIP EDGE DRIP EDGE 'i
,�_, j STONE VENEER , ' I I
z � - �p` ,� STRUCTURAL STEEL BEAM WITH 1"MORTAR BED � �
� � - SPRAY FIREPROOFING 2 PLY WEATHER RESISTANT BARRIER =' , � I � APPROVED: WRH
U �r STONE CAP ,� 5/8P EX E OR GYPISHEATHINGTION ( � DATE: 'I O/3O/O9
--� � I
o � - PREFINISHED METAL GUTTER � I I 6"METAL STUD FRAMING O - - . . � � . REVISIONS
� - RAKE BACK JOINTS,PROVIDE CEMENTITOUS PANEL � I - �� � L , -
M _ � SEALANT ON TOP/SIDES , I I I � _ � . � � - PERMIT SET RE-SUBMITTAL
- - - BOARD, PAINTED � . - �, _ - , ' _ � 0 ADDENDUM #1 03/04/10
_ _ 1/2"DIAMETER STAINLESS � � I 1
STEEL DOWEL INTO STONE �
� � GALVANIZED STONE ANCHOR AND MORTAR BED - 4"STONE COPING WATERPROOF MEMBRANE EXTEND UP ( - , �ADDENDUM #2 03104/10
N ANCHOR TO CONCRETE WALL 30"MIN , I '
� i ' W/SPLIT TAILS AT EACH - ' >
° 2"POLYSTYRENE RIGID INSULATION END •a ' I � I - 40 MIL MEMBRANE FLASHING � �� - '
Q _ '' CONCRETE PLANTER WALL '� • � LAP OVER METAL FLASHING � _ ', , � 0 OZ ARCHITECTURE
z - STEEL BEAM,RE.STRUCTURAL 1'-4" STONE VENEER '� I
0
� � b a p ae CONDUIT TO LIGHT FIXTURE ��� i � i
� - - TO U�DE'RSIDE OF M TAL DECK � - '`� a . . _ PREFINISHED METAL � � I � FIRST CHAIR
FLASHING WITH HEMMED
° a < .a I ( ( HSS COLUMN ENCASED
z - �- ' - ' - � ° a EDGE&WEEPS ABOVE �� ' � . '
o° ' - - - - � - GALV METAL < ° a a "" � - �� F REPROOFI G ABOVE(TAMPY � - � � ISSUED FOR:
PAN FLASHING � a " _ TAP�RED MORTAR TO Z_ , ° - e, , FINISH) REFER TO 6IA9.11 FOR BASE DETAIL ' , J� . 1 HR HSS PERMIT SET
o ( = - ,, � CREATE SLOPE.^Y r , c� `� a�,° ; ,,. I I I I ' - , _ ' `
�" p � . _ . � � �. � � � � aa a . , �
` I �, II I II I
� � J � � , � � � EDGE OF PILASTER
� I LIGHT FIXTURE, yd `` _` -^ 'i „ ', , .�- � _r� , � -_ � " _ _ ' � d `• - `, _�,' _- Q' - a, a° �'a ` u I u � ' . � ',
' UL HW-D-0477 RE ELECTRICAL, � °� � ' - _ -' � �; _ � _ a , , a a , . BEYOND
U � • RECESS IN ° . _—LJ1—���� 1.I..I—LI_�—���1 — � ' - _ - - ° I - • - � , - SHEET TITLE:
STONE � b a `e < I�\— —t�'1 V�-�I'�Y4�I�F��V — ( •' ° a n � - � � T O CONC
_ � _ _ — _ — _ , CONCRETE FOUNDATION - EXTERIOR BASE
� a a a � � -I - - ( I- - - '„ � a � aa` Q a �e _ 1 9 � � a I°�1 d�
SANDSET _, a . � _ _ a Q _ _ � —�104,o„ DETAILS
PAVERS � ,� a,° a � � _ E� _ — I � � �� m a - d� �a� ' � LIQUID APPLIED BITUTHANE JOINT -° a ,<a I 1� � �( - � - CONC PILASTER,
� ° I ua � �° ' RE STRUCTURAL SCALE: As indicated
SHEET NUMBER
a ° - ° � ���_ � _ _ �_� � _ � a . ° °; �a . - � - . .
M 1 ` a ,a <b -a ° I i—_ —_������1I �_I�� _ . - ° b Q a , d`-Q a I GEOCOMPOSITE DRAINAGE BOARD �a� a ' ° �- 9 ° , • ,,
� H O RI ZO N TAL D E F L E CT I O N �' - - ��—� � �—� � �—� � �—, � ,—, , � '�I I I—I I I I � ° a � OVER BITUTHANE MEMBRANE ^ �a a
� . . .
N JOINT a� BELLY BAND SOUTH WALL DETAIL EAST WALL LOW ROOF DETAIL �
M 6 5 2
a, 3��= 1'-0��
1 1/2"=1'-0" 1 1/2"= 1'-0"
-- s
E2
I
WEATHER RESISTENT BARRIER
� �� LAPS OVER METAL FLASHING WP MEMBRANE UP 30", LAP DN 12" �.3
LIQUID APPLIED �
� � WE�PS BITUTHANE MEMBRANE � �.
I (� ° CONT FILLET ALONG I� WEATHER RESISTENT BARRIER .< - �
- i SIDING PANEL GAL,ANIZED METAL FLASHING �
^ ' � I� WIT�HEMMED EDGE JOINT I� LAPS OVER METAL FLASHING a• e.d , , �a � ' 1"MIN MORTAR SETTING BED OBER 2" (7R
� PREFINISHED METAL FLASHING .a_ POLYSTYRENE RIGID INSULATION ����r�������
� I PAV�RS SANDSET WITH SILL SEALER I
i LAP W B OVER HORIZONTAL SILL SEALER SNOYNMELT TUBING OVER 6" � WITH HEMMED EDGE °e < a< i � • � :�- STONE VENEER
_ � TRIM PIECE GRAi/EL SUB BASE CONCRETE -a � �-° l I
- - i� TO CONC I BLOCKOUT TO RECIVE I ' PAVERS SANDSET WITH , .
i SLAB OVER-POUR SNOWMELT TUBING OVER 6" ° �' ° �l WEATHER RESISTENT BARRIER 1805 29th Street
« � o
- �� 100'-0" _ ° 4 'I' y� a � GRAVEL SUB BASE ,� �_ , � OVER METAL FLASHING
�� CONTINUOUS � < �°� a ` „ '•� ,';' ' ,�,'` ���- -;�°- - ;,s a a a , o aa a Pa, ° d _y��i< Suite 2054
- - � � WEEPS Boulder, Colorado 80301
I� PREFINISHED METAL „ � ' ; � ` ° _r a d �°� 0. a � � ° °• < � ' GALVANIZED METAL FLASHING
" �i i HORIZONTAL FLASHING ��� <�' ,� � "a e; a° ° , < < �, a � d I � '�•'_,_ -_.' y, �., . •; , . � ° °. - a� ��_ WITH HEMMED EDGE phone 303.449.89��
QaI _- •� .�• , � .
- Ii� @ JOINT . ° e a , a � I �, ' ' m � X� GALV 6"x 4"x 1/4"STL ANGLE,ATTACH TO CONC
I a a �• <
, �i - � ° -• ,e a � � -^ I � , , , ' °_ ° � a _ I a- = ° a" � - WITH 1/2"EXP ANCHORS, RE STRUCTURAL
- � 6"WIDE PEEL&STICK STRIP < • � ° _ � <n PO a< < ,, P, � ^ " m ,g ° BACKER ROD AND SEALANT
�� MEMBRANE DIRECT OVER s ° _ < a :�- , I ` � } , �`�a a _ �a;� I , � , � - "'° v d, — PREFINISHED METAL FLASHING
� SHEATHING @ JOINT a < - <' � ' 4 , � � , � < 4 d'a�
� a a, ,, a - I _ ' , � , '_ ` 15 MIL VAPOR �a ° ° I, r o , COVER EXTEND BEHIND RIGID INSUL,
' EXTEND BELOW GRADE
� �� ` ' a ^ �2"RIGID POLYSTYRENE INSULATION S�BRDER BELOW ° "; a, aa aa I 2"RIGID POLYSTYRENE a�a � �_� COBBLE DRIP EDGE, RE LANDSCAPE
� WEATHER RESISTIVE BARRIER OVER 1/2 " °
� EXTERIOR PLYWOOD SHEATHING EXTEND �a '° a`° _^� � ( OVER GEOCOMPOSITE DRAINAGE � ° ' < WSULATION OVER , � r°,
� UP BEHIND UPPER LAYER 12"MIN - - ° ° - . < BQARD OVER MEMBRANE °a _ -< -<e GEOCOMPOSITE DRAINAGE LAYER A ` ° GEOTECHNICAL COMPOSITE DRAINAGE LAYER
i 1/2"EXTERIOR PLYWOOD � � WATERPROO�ING OVER 6"x 8"x 16" a � ° < a �� I OVER FLUID APPLIED � e ° " Y
CMU WALL WATERPROOFING MEMBRANE ° a a 2 POL STYRENE INSULATION
_ � SHEATHING - FLUID APPLIED WATERPROOF MEMBRANE
' EXT E R I O R WAL L W I T H a� ° ° — — —I I EXTEND UP SHEATHIGN 30"MIN
HORIZONTAL SIDING REVEAL STONE VENEER � PAVERS EXTERIOR WALL � PAVERS STONE LEDGER AT GRADE DETAIL
10 7 4 1
3"= 1'-0"
1 1/2"=1'-0" 1 1/2"= 1'-0" 3"= 1'-0"
LAP SIDING,
� WEATHER RESISTENT BARRIER
STUCCO i LAP DOWN OVER MEMBRANE,
I � SHEATHING OVER 1/2"RC
i FURRING OVER 6"x 8"x 16"CMU
2 PLY MODIFIED I � ,
BITUMINOUS MEMBRANE � � p
ROOF AND WALL I j 1'-10 7/8"
TRANSITION LAYERS WITH
CANT STRIP AND DETAIL I �
LAYER � PEEL&STICK MEMBRAN FLASHING DIRECTLY
I i � TO SHEATHING ABOVE/�ELOW WALL STEP
� 2x BLOCKING WITH
I � _ SLOPED TOP EDGE I
- RE 13/A9 01 FOR STONE VENEER
�� � SILL SEALER �
_ _ _ _ I PREFINISHED 24 GA I� WALL ASSEMBLY
METAL FLASHING WITH I I�
� HEMMED EDGE LIQUID APPLIED BITUTHANE
I , I � � Ii MEMBRANE CONT FILLET @ JOINT
I� ; � BETWEEN CONCRETE/SHEATHING �
a - < 22 GA GALV METAL I � WEATHER RESISTENT BARRIER I� WHEATHER RESISTENT BARRIER
- o ° .° a °< ° a a a d - e I CLEAT I� , LAPS OVER METAL FLASHING � LAPS OVER METAL FLASHING � O
, ' � • � ° ° 'd ° e � I , � I�.` WATERPROOF MEMBRANE , ,, . � WEEPS IN STONE � �
� °� ` I EXTEND 30"MIN UP WALL < ° a ° b. �
�" - �-" °- �~�a - -<`- - �' � ' • � GALVANIZED METAL FLASHING WITH
v ° ° ° p � � � ° .. ' � I��' MORTAR BED SLOPE ' e < a I � HEMMED DRIP EDGE = L
PREFINISHED METAL FLASHING � ° � , ° EXTEND WATERPROOF MEMBRANE O
��2" I � , WITH HEMMED EDGE L 1 , , - - � UP WALL 30"MIN ABOVE GRADE �
I�. l S I L L S E A L E R e °� �
� ( PLANTER WALL CAP a'e < � � ., Q
METAL STUD CLIP I�' � a ° '°a ', , a A
, I TO CONC ' I Q< , �I . ° LINE OF GRADE OR PAVERS AT SIM � U
•°< , m ,, LOCATION PER 4/A911 �
STEEL BEAM WITH SPRAY J RE 9/A9 11 FOR NOTES � 101'-4" a� a �< -° a �, R a � a ,, o a° a ,� � I��� � ^ _{ i ��
..�
ON FIREPROOFING I .a a ,` 4 � . I a - a q � � (�, _ ; - ' � VARIES �
a a a - - �
� ,_ -e t �° � I e � I _
° ° ° ° 2"POLYSTYRENE �NSULATION ° _< - �4 - ___ _ 3 � WITH GRADE — \
( , I a . - a ' "a < < � _ - -z--'- �
° a ' OVER GEOCOMPOSITE , , �°� a ' I ' ' �
° " ' ' °4 DRAINA�E BOARD ° 0 '°a � ' ° 2_'POLYSNRENE RIGID
- � , ' a a _ ° < a m , ,
��� i � - - . a a � � ° aPo-a � °' � • a � _ e°I -- -
INSULATION � �
2'-57/8" d �°� a � I ' ° ° ^ P ° , A , i- � �
° ,� � d FLUID APPLIED WATERPROOF � ( GEOCOMPOSIT�DRAINAGE AND O� C��O
TUBE STEEL COLUMN IN I '' • m MEMBRANE OVER FULLY < �� d P, - ` _ PROTECTIQN LAYER �� �Q
WALL, RE.STRUCTURAL a e ° � , A GROUTED 6"x 8"x 16"CMU ' a� - � e ' � �� ED�IARDO y0
I � � � P< o< I °Q °� ° �eo aaI � • � _ �
FLUID APPLIED WATERPROOFING � �4LEJ64NDR0 O
;. a • �' �' -' �' � - ' ' � a n a � MEMBRANE EXTEND UP WALL � I�(�PjEg^ �
SHEATHING 12"MIN � • �2�7� �
�
_ $ SLATTED WALL TOP STONE VENEER � PLANTER STONE VENEER (a� CMU BASE
5 �
1 1/2"= 1'-0" 1 1/2"= 1'-0" � 1 1/2"=1'-0�� _� �6 ��h�
- — — a � , � ; -- -� � � -- , t- i - , � �
° �° d'° � ° ' CONCRETE FOOTING AND F,OOUNC5ATI01�WALL�RE•STRUCTURAL
o � a e 1 - , - i i � I ' � ' � ,' ' �
� ° a a a ` � � � ! S � � I � � ' i � ; ` t � s � � ;
3" � 1'-10 7/8" < � , 2"POLYSTYRENE RIGID INSULATION- :; '; ; _ ; `_ j j - � ' ' �
2 X 6 CEDAR WOOD a °� I , ' � �
SLATS ON 1 x2 � ° d� > Q , , -I ' �-- �-� � i-��- ; ' � - --' ' '-�-�-, ' � - � _ _ PROJ. N0. 17030.00
- , i � - � � � ; �, -, � �_ -- + -- - �
TUBE STEEL COLUMN 2 PLY WEATHER RESISTENT BARRIER ___� , , � , __ � � ..� �___ ; , , ___, , ;__ _' , ,
FURRING OVER I � OVER 2"POLYSTYRENE RIGID , a°." ` ^ < _ I ' ' , GEOCOMPOSITE DRAINAGE AND;PROTECTION 'LAI�'ER � � _, , �
CEMENTITIOUS I AND BASEPLATE W , , � -, , ' � - - ; , _ '_ , DRAWN: �M
�� INSULATION '� _ , i _ ___ � , _ ---; ,_ �___ , , _ __
SIDING PANEL OVER I' WALL, RE STRUCTURAL I , ° , 4 e< ,° I FLUID APPLIEa W/�TERPI�OOFING MEMBRANE E�TEND OVER �
WEATHER RESISTENT � i MEMBRANE WATERPROOFING UP - - ° - TOP OF FOOTING ; - - , ` � --- � i �- ---i ' �-- ; - - � ;- ---� � , CHECKED: �M
� ' „ i- - ' 1 ' - - ' � - � ` _ '
I , STONE CAP BEYOND ( I � , _ _ � , ,
BARRIER , � FRAMED WALL 30"MIN < "� � ,,e - --; , j- �,'f ----� � , ;___,, � � _ _, i �`_� �. -, �
. ,. - - ` _ __ ; ;__�_
WATERPROOFING •I ' I I � WEATHER RESISTENT BARRIER m ,�� � '-' • I � � 6"x 8" x-16"�GMII FILI:ALL CELLS WITH,MORTAR - - ' ; �-------i , _�_- VED.
MEMBRANE EXTEND � MORTAR SLOPE l a ° - , � . - b ,, , ' ' - � _ ' � '� __� ' - -__< i !_-�_� ! � ;-___�_i ; , -- ` ' _ = _ APPRO • WRH
� OVERLAPS METAL FLASHING ' , - � � � � ' � + �
UP WALL 30 � � I � I � � - ° < a� � ' ° ` 6 - ° � a -��a < , - - - -' �� '--- - -; � - - ; � ; -`—'-,- �"�- - -, � -, ' _ �--, , _- ;_ __ DATE: 10/30/09
PREFINISHED METAL FLABHING WEEPS e I , -- , --_ --- , -
TO CONC � I � GALVANIZED METAL FLASHING WITH < ° p <� ° a ae-a° P _ ` _ 1l4"_ASPHAL'TIC�PROTECTION_BOARD" � , ���; �-�_' , � � -' ���� '-y- -�, � REVISIONS
� HEMMED EDGE,STEP WITH GRADE � ° m, , I - ' ____ _ _ , , ___ ; ; __ ' ! ______; ! � _ ___! > > -� ' ` - �
101'-4" ° � . � � ° „z a - a. - tl _o- g ' ' , , � ,� � � - -- i ;- - � � ,
_ _ _) _ E , � - - ' i � __ _� � ,
, a < ,a a , a � . _ , _12"_WIDE STRIP FLUID APPLIEd WATERPROOF MEMBRAN�E�, ; ��'_'_� PERMIT SET RE-SUBMITTAL
LIQUIDAPPLIED a°' ° i-' ° � - - --, < - " ° °> a � ° a � - - - ----; � ---' ' '---- , � I --- � � ►--_ _' ; ;----� , '— ' �ADDENDUM #1 03104/10
BITUTHANE I , - 1 - ° � ° a a , , ° � COBBLE DRIP EDGE,RE LANDSCAPE °� a° �s -ro > __ _ -EXTEND DRAINAGE LAYER INTO PERIMETER FOUNDATION ;---�H�
MEMBRANE CONT I a °� ° I °° e _ . ° o - ° ' I - ° a° $-. �; - DRAIN SYSTEM,-RE CI,VIL FOR PERIME7;ER DRAIN�SYSTEM '�; � ' 2�ADDENDUM #2 03104/10
� FILLET ALONG JOINT ° - I I ° ; ___ _ , � _ � _
y I a �p _ < a . ., ., ,. .,.. ., .-.., ., .-.., � _ ' ' ' � � f �_ _ { � i l � } !_
� �� a 4" 1'-3 78�� , an a o � . � < d -' ' -� ` ; - -- ; , --� � t- �'; ; -' � ; ' i�-'-- �� ;'- , �
N 1/2 RC FURRING - < _
� � ' a d +d 4 A I - a a I "'_ _' ' i '__ _� i " i'"'_ � "
o GALV BETAL ° �a P� , - ° ° • < • - <a _ , Qe " ° - ' ; -' _`` ;
� FLASHING BAND ' - °< I I ° < _ a, _ - � , ,
o I � a o ��. a -� a < 4 ,, I , � e a 9 ° , '- � �; �;� , 0 OZ ARCHITECTURE
z PAVERS SANDSET I a � � Q ° I I ,a a a I a. < � _ _ _ _ _ _ _ i � '
% WITH SNOWMELT ° a � 2"POLYSTYREN d^ ° � 1 ' ' ' � ' '
� TUBING OVER 6" ° I ^ I ea ° ° ^ ^ <' < I _ LIQUID APPLIED BITUTHANE " � � -° � " �^ <6 <a � °, <.- ' °, 4 � - ,- '� � , ; ; _ �_ -_�_�
� � °- I RIGID INSULATIO� � a , MEMBRANE CONT FILLET ALONG JOINT , ° , ' ° < , ° �°a ° . , < o- '°� - ' a ` ~� - ' , ; � ,
� RAVEL BASE I a ala a a a I OVER GEOCOMPIOSITE a� a aad a4 I �4 4 a < °a . d , , a e e _ a t° � < "a _ _, • a a _ ,_ o °a 'a � � � � FIRST CHAIR
a�` } a p DRAINAGE BOAR�D , SILL SEALER _ 4 d � a , ° ` - � e < � -� � �
� a� I OVER MEMBRAN� aa<. a , a - < p 4 e n ° an ° na ° <-°' , . aa ° . 1 � i ; I
z° ��_ _- - �-, ' _ f . I °• aL ° - WATERPROOFIN - a I - a° � < " , • ° .. - ' ° < - �
o° va � ya �' ` � � ,, , d m e 6"X 8"X 16"CMU STONE SUPPORT ° <�. , 4,' , a ° - • < a ° - c °, ea °a �_ < 4 � - - i - � ; � ISSUED FOR:
o I e �, i�_ , � I � ' < ' �I' � 2"POLYSTYRENE RIGID INSULATION °a a . aQ a, .4� a ' � < - , a ^ _ a •� °� _ - � - - PERMIT SET
e d �a 4� a � � ' i
�, I d a I � ° n a 'e ( BOARD � ° a v e � d a- o d � e a _ i ' _� i
> = de'�, � �e ° I , � ' - ' GEOCOMPOSITE DRAINAGE AND � Q °a a � � � 6 � da � a a j a a a � �_ _ '__ � : '; , '
� I e � ° a a I � • a n " °" a a ° PROTECTION_LAYER ( � � � � � i f i � } � � � � ' i
�4 SHEET TITLE:
(� d a a � _' _.'� I _"_i i �_'� � i _"'i i �i-___S k i- ' i ; -" i �
�� ' ° ° � aa. I ° �" ^ I � — FLUID APPLIED WATERPROOFING LI ID A f � , � ' � �_ _' � ' ; ; ' � EXTERIOR BASE
< _ I - <` , _ QU PPLIED BITUTHANE MEMB NE CONT,_'FILLET, _ , __ DETAILS
° n MEMBRANE , � ,
- a , ---- i � ____; � __._._ ! - - - ' �—__ --
' ^ � i� 1 �--_�_ � �'----` �` { 3 ' r
'---__ , �-- I—-' � '__-- -- - � -
, I_
� , ' - WATERSTOP AI:ONG LOCATIONS,W�IERE�TOP aF� ' - � '
� ; , - ' ' i ' ; , - - FOOTINGISWITHW,1'-0"OF;SL'AB- � j--_--j < <-- �, , ' _-Vi ' _-_ SCALE: As indicated
� _, t ,__ „ ; _ , V _ �
M SLATTED WALL BASE EXTERIOR WALL ALONG GRID 'J' F ' � 4 � ������' � - � � ��,� -_�^�y�� �__� ; � - -����; _--_ ; ;_--�; , ' _ SHEETNUMBER
� g 6 OUNDATION WATERPROOFING SYSTEM
� 3
0 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"=1'-0"
�
N �
M
M
SNOW FENCE CLAMP
TO STANDING SEAM
RIBS W/TWO-PIPES
J W/ICE FLAGS O
ROOF ASSEMBLY DOUBLE LOCK STUCCO BASE —
STANDING SEAM METAL ROOF OVER 2 SCREED LEVEL 2 - FLOOf� n 12 O
LAYERS HIGH TEMP MEMBRANE PREFINISHED METAL � ` - ° < q - ` 'I�Z� - O�� �� �
� UNDERLAYMENT OVER 5/8"PLY FLASHING HOOK TO `�I ° ° ° ° ^ o ° 4 � A� C H I T�C 1 U� E
SHEATHING OVER 3 x 6 T/G WOOD ROOF BRACKET � � � ° `� �
DECKING OVER 3 x 8 RAFTERS � I
- DOUBLE LOCK Q 2�x4;i NAILER — — _ , " 1805 29th Street
PREFINISHED METAL STANDING SEAM ROOF MEMBRA�IE ae ab n 9`� ' LEVEL 4 - FLOOR �
� EXTEND UP WALL 24"
FLASHING AND CLEAT METAL ROOF � BEHIND WEATHER ° � ° ` 2 x6 FASCIA BOARD 131 - 1 1/4 SUIt@ ZO�
- - - - - - - - - - - - -
— — — — — — — — � a
RESISTIVE BARRIER ' �l ' �° ' `D 10" DIA. BOILER INTAKE,
— Boulder, Colorado 803
� RE.2/A9 42 FOR
� a a ' PROJECTION N RE. MECH AND 4/A4 05 EAVE SNOWMELT phone 303.�9.890�
2 x 8 CEDAR FASCIA BD 3 x 8 LEDGER � LIQUID APPLIED 6 °' a DETAIL
BOARD/ ASPHALT CANT STRIP -
3 x 8 EDGE RAFTER, RAFTER, RE OVER PLYWOOD @ a° ' ° � e
RE.STRUCTURAL 5 1/2" � ROOF/WALL JUNCTION
STRUCTURAL °� '
METAL CAP FLASHING STEEL KNIFE
SET IN ADHESIVE AND AND WALL : a I STANDING SEAM METAL ROOF
FASTEN TO SIDE - �-w — - - - ASSEMBLY, (2)LAYERS HIGH TEMP
i� � � PLATE W/ZINC •-�
� COATED THRU W E A THE R RESI STIVE U I
BOLTS + BARRIER EXTEND UP MEMBRANE UNDERLA M ,
�' - - - - PAST ROOF DECK 12" PLYWOOD SHEATHING,3 x 6 TONGUE
AND GROOVE,AND 3 x 8 H.T.
g�� � � � � � MIN < . � < ZINC COATED THRU BOLTS, RE
6 x 12 BEAM, RE � ° ° g aa 2"x8"SUB FASCIA
6x 12 BEAM, RE STRUCTURAL oo STRUCTURAL L - - - - - ,Q � SEAL AROUND ALL SIDE ' STRUCTURAL
WHERE OCCURS � WHERE OCCURS � a ^ a < OF INTAKE WITH BACKER 3 x 8 HEAVYTIMBER
ROD AND SEALANT RAFTER TAIL @ DIAGONAL
$'- ° a MEMBER EA SIDE
71/4" BACKER ROD ' � - ° WATERPROOF DETAIL GUTTER
AND SEALANT �4 < ,
ALL SIDES OF 40 MIL MEMBRANE � �� ° LAYER TO SEAL 6"x 8"HEAVY TIMBER
BEAM OVER STEEL WALL � i PERIMETER PIPE JOINT DIAGONAL SUPPORT MEMBER
PENETRATION PLATE,CONT FOR 6
MIN PAST PLATE EDGE STAINED
LINK SEAL PERIMETER
OFPIPING ROOF EAVE DETAIL �� ,
7 MID ROOF RAKE BEAM BOILER INTAKE PENETRATION HEAVY TIMBER
4 1
1 1/2"=1'-0" 1"= 1'-0" 1 1/2"= 1'-0"
1.3 EXTEND TOP LAYER ROOF 1.3
MEMBRANE UP WALL 30"MIN
�� BEHIND WEATHER BARRIER
HORIZONTAL LAP SIDING i
i WITH 5"EXPOSURE i HORIZONTAL LAP SIDING
I� z PREFINISHED 22GA METAL CAP FLASHING I WITH 5"EXPOSURE ,
� � SCpp I EXTEND UP BEHIND SIDING 6"OVER 2 LAYERS Ii
� N 2�N � PLYWOOD SHEATHWG, &AP R DBNULATION � � PREFINISHED 22GA METAL CAP FLASHING OVER
� iv P EMBRANE 1 2" �
2x WOOD BLOCKING I� HIGH TEM RESISTANT M , / � O
PLYWOOD SHEATHING,&TAPERED INSULATION
� CONT 20 GA CLEAT CONT 20 GA CLEAT � �
r � �° ° —� _ LEVEL 5 -�FLOOR L` T ' � LEVEL 5 - FLOOR �
140 - 7 7/8 — — — 140' - 7 7/8" = s"'
- J J O
" i . � � 2 x 6 WOOD CEDAR TRIM � 2 x 6 WOOD CEDAR TRIM U
( , BOARD OVER 2 x 12 CEDAR BOARD OVER 2 x 12 CEDAR O
- � ` � STONE VENEER OVER 1" � cn ' `
� . = Q TRIM BAND =Q TRIM BAND �
\ � , � , MORTAR � � V
�. � z •-z
I J J �
i� ° v R-38 BATT INSULATION v �
� �`� EXTERIOR SHEATHING � ]
� �; X BACKER ROD AND SEALANT "' ' BACKER ROD AND SEALANT � �
IF � � J-BEAD EDGE PIECE J-BEAD EDGE PIECE �� >
I - 8„ � ' x �
I� :' WEATHER RESISTIVE BARRIER 1'-4" " '
�-�• LAP DN OVER MEMBRANE STUCCO FINISH SYSTEM STUCCO FINISH SYSTEM
� �t•,
(�--�
�� F- �o� C�`0
I RESILLIENT CHANNEL � �Q,�,
� ' ' � PEEL AND STICK MEMBRANE _ Q-
I li;,.' ;T, Z FLASHING LAP OVER METAL � EDUARDO r0
„ ALEJANDRO
I ' E . 0 FLASHING � ����E� �
A �L 267� ~
L'�;�� � W 3 STONE AT SHELF � � �
� � � � ° � � ° ° ° FLOOR EDGE/WALL OFFSET TRANSITION WALL MATERIAL TRANSITION
. C �d �` -a d • ' � �� 64 EO' �
�°' � � ' - ° ' ° - - "_< ° ' a., ° � e - ° °°° �•-•' �- 1-1/2"XEPS WITH BEVEL TOP
° a � d ' ' a - a�° d ^ _
< a d' a � . - ' '
' ` �- °° � �° e_ - � a- �°� I e" a.d ° �' < a li=_ w PREFINISHED METAL FLASHING
- _ < - < A ' � _a° ° a � � � 1 1/2"= 1'-0" � 1 1/2"= 1'-0��
a < <� , ° ° a �<a ' � a ' �9`� a< �` DRIP EDGE SET IN SEALANT R�
_ °e - -� a d ° ., °e '_ ; ,Q e " , , _a ° " ° ,o , 'a ° e ° � y_- z BEAD �a:�:G �� ��V�
_ °d ' a < °a d�a d - 'dO � c - I I` �
° `° a e - -� ' °- • a <I Q �, a- ' ° � - i _ 1/2"MORTAR BED �
ro - . ° -< ,n ' • ` ° a � - Ij�- � I
4 _ '� a a 4 d - ° a � d °_
- e • - �` ,, d 1 d^ p < , . < - � li- - O WEEP HOLES
` � °�� < °a '� " e - a ' - ° ° � F� � Q CEMENTITIOUS VERTICAL BOARD � �
• ` ° ^ - ' ° � L`'— —— M � AND BATTEN WALL ASSEMBLY �
— I 8
1'� - � „ I
�- 18 WIDE PEEL&STICK 1Q
O �) •� MEMBRANE FLASHING BAND �p�� STRUCTURAL CONCRETE PROJ. NO. 17030.00
OVER SHEATHING JOINT SLAB AND METAL DECK STRUCTURAL CONCRETE
W f� � R-38 BATT INSULATION — � I SLAB AND METAL DECK
"iI �, CONT SEALANT AND BACKER FILL BETWEEN DECK FLUTES R-38 BATT INSULATION 1011/16" DRAWN: �M
' W �� •- ROD � 2X WOOD FRAMED SOFFIT SUPPORT
FILLVOIDWITHMINERAL - ��., 0 -�I----- - --------- -- -------------- CHECKED: �M
WOOL INSULATION GALVANIZED STEEL ANGLE _ _ _ I _ I
CONNECTED TO SLAB EDGE, � a e a LEVEL 2 - FLOOR 6 Q � d LEVEL 2 - FLOOR
� RE STRUCTURAL - � a -a _ ° a4° � <a < 112 0 � a o a a a < - � . °° - ° °° , ' 112' - 0" APPROVED: WRH
t 1"XEPS , �� � a a ° ' � ° _ a , H ° ° a '` ° a� a < o a �'° a< -^�a ° .
CONT SEALANT BEAD JOINT j, CONTINUOUS MORTAR FILLET _ , a - . � a° ° " < ^ , , _ a a�` �, � �° _ , A °� a 8 _ . °f° ° a a e" DATE: 1 O/3O/O9
�'. a - g A
�� • MEMBRANE FLASHING OVER � REVISIONS
�,; WEATHER RESISTIVE BARRIER PREFINI TAL � � PERMIT SET RE-SUBMITTAL
f AND ADHERE TO B O DECK FLASHING SET IN I! 1
} , CONTINUOUS SEALANT N ( ADDENDUM #1 03/04/10
SPRAY FIRE PROOF STEEL BEAM BE� T ' I
r TO UNDERSIDE OF METAL DECK � � T T 2 ADDENDUM #2 03/04/10
� ��� .' , 2"x 6"TONGUE AND � �
� �,� STEEL BEAM, RE STRUCTURAL �' : N GROOVE SOFFIT i•, �
Y �'� 2"x 12"WOOD TRIM �- BOARD SPRAY FIREPROOFING
� } '• BOARD I� 0 OZ ARCHITECTURE
�. ,
� � i � PREFINISHED � �
� � � COPPER METAL
z F ;" FLASHING CAP � � FIRST CHAIR -
J
� }; SET IN ADHESIVE I STRUCTURAL BEAM RE
z - , , - �� - - _ ` _- - � UL HW-D-0461 AND FASTEN ON ' '
o ' �• - - - - - - - ' -- - - '` k SIDES — — — — — STRUCTURAL
� ISSUED FOR:
o � ` � � � �
; � � - PERMIT SET
� I
N \� � ROD NT AND BACKER � `� � DOUBLE 2"x 10"BLOCKING @
'�' � ( � EACH H.T BEAM W/(3)1/2"DIA
� TIMBE'R BEAM \� � � I LAG BOLTS SHEET TITLE:
V 6"x 14"HEAVY � STONE VENEER WALL � EXTERIOR MID
TIMBER BEAM � � ASSEMBLY EXTEND TO SECTION DETAILS
BOTTOM OF SOFFIT � �
6"x 12"DIAGONAL , BOARD
KICKER I
¢ 2"x 6"TONGUE AND GROOVE SOFFIT SCALE: As indicated
� H O R I ZO N TAL D E F L E CT I O N BOARD OVER WEATHER RESISTIVE O ^ SHEET NUMBER
c� BARRIER AND 1/2 PLYWOOD SHEATHING
m
° JOINT @ STONE EXTERIOR BEAM WRAP EXTERIOR SOFFIT - LEVEL 2
W
0
o � 6 3 •
`� 3"=1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0"
�
M
A
A
2
2 A9 42
A A9 42 STANDING SEAM METAL
3�_2�� � ''`. � ,`;� ROOF OVER ROOF 3'-2"
STANDING SEAM METAL ROOF A9 42 STANDING SEAM METAL ROOF 0 , , . � UNDERLAYMENT OVER O
OVER ROOF UNDERLAYMENT OVER ROOF UNDERLAYMENT . , �2, �. 1Q 5/8"ROOF SHEATHING 1Q
OVER 5/8"ROOF SHEATHING 3'-2" OVER 5/8"ROOF SHEATHING �,y, r�-�- • OVER 3x STRUCTURAL 12
OVER 3x STRUCTURAL 1'-10" OVER 3x STRUCTURAL � ` � ' DECKING, RE � 2 �
DECKING, DECKING, � � — � ,1 STRUCTURAL ^ � _ � � � � A9 10 �
n RE STRUCTURAL � � ll � RE STRUCTURAL ' 6 � �:
SIM
� r � j` I o IL�� ' A910 SIM - METALGUTTER '��� '� �� �u �����U��
\ II
� LEVEL 2 FLOOR , LEVEL 2 - FLOOR 1 � EL 2- FLOOR
° I � � � ° _ ° e -�a aa e a 9 112' - 0" I I -� a i� � e a - 112' - 0" 1 I � �< . <j � , 112' - 0" 1805 29th Street
METAL GUTTER � — � � Q METAL GUTTER ( I � i a ' 9 • _ \ -
, 2 x 8 FASCIA _ _ _ _� \ � � Suite 2054
2 x 8 FASCIA \\ 2 x 8 FASCIA ` N \ 2 x 6 FASCIA _ ` Boulder, Colorado 80301
2 x 6 FASCIA r��i 2 x 6 FASCIA "' � A9 23 2 x 4 NAILER � phone 303.449.89�0
N �
� � � � ' � N
2 x 4 NAILER ro .�, 2 x 4 NAILER I „ � ' �
3 x 8 HEAVY TIMBER BEAM EA 3 x 8 HEAVY TIMBER BEAM EA � � 3 x 8 HEAVY TIMBER " ` 2
QSIDE F KICKER \ Q SIDE OF KICKER � o _ � BEAM EA SIDE OF � ; � A9 23
1 XEPS , - � - - - - - �
3�� � 2"XEPS i .' � � 2"XEPS �
1"
WOOD SIDING � r�� ° ���/ � � " ���/ � 6 x 8 HEAVY TIMBER ' g9� ���,
2 x 8 TRIM BOARD � � � KICKER � o �
o �° i 6 x 8 HEAVY TIMBER KICKER � i o �° i
CEMENTITUOUS PANEL .' '
� � � 3/8"STEEL KNIFEPLATE `- " � �
� - - — — — — c°
� CENTERED IN KICKER
3/8"STEEL KNIFEPLATE �,�
CENTERED IN KICKER STONE VENEER HEADER, I � - - -
6 x 8 HEAVY TIMBER KICKER PROVIDE WEEPS CENTEREDKN IKICKER E
STONE VENEER HEADER STONE VENEER
ROOF BRACKET TYPE 7 ROOF BRACKET TYPE 4 ROOF BRACKET TYPE 1
7 4 1
3/4"= 1'-0" 3/4"= 1'-0" 3/4"= 1'-0��
6 $
A9.20
^ - - — - - - - -�
1.3 � � LEVEL 2 - FLOOR �
—1— ° �"a - � - ° a D° " 112' - 0��
SNOW CLAMP MOUNTING 1"XEPS '' a°` a ° �� f ° ° ° � a� `
DETAIL, RE 1/A9 20 AND
RE•STRUCTURAL 3'-2" I
5.4 Q R-38 INSULATIO �
STANDING SEAM METAL 12 I
ROOF OVER ROOF � 4r—_ � � LEVEL 4 - FLOOR � TRIM BOARD
UNDERLAYMENTO�t€R'5�" — — �3�' - 1 1/4�� � �
ROOF SHEATHING OVER 3x
� ��o I I � � �
STRUCTURAL DECKING, '
RE STRUCTURAL �- �
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� HEAVY TIMBER � � � U
2 x 8 F A S C I A BEAM � 0 0 � `_ _ �' O
2 x 6 FASCIA _ \ � � � � A9 20 U
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1 ' po OO 0 3 x 8 HEAVY TIMBER BEAM .— � - - CENTERED ON KICKER
EA SIDE OF KICKER ( AND BEAM �� >
" 9 �
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OO - � CENTERED ON BEAM ABOVE,
op ° � � RE.STRUCTURAL � � �(�F CD�O
� � � � „ LOUVER � �DO�O
I 3/8"STEEL KNIFEPLATE `` � � �1 � d� EDUA �
�
CENTERED IN KICKER � �ILLANES�
� �' 2672 V
.
' ROOF BRACKET TYPE 5 ROOF BRACKET TYPE 2 ��,R�`�
5 2
_ 3/4"= 1'-0" 3/4"= 1'-0" �+��� � �� ���'�
3 x 12 CEDAR FRAMING MEMBERS
. �
6 x 8 H T CEDAR DIAGONAL AND
VERTICAL SUPPORT ELEMENT — � — — � — — — — —
6
� A9 30
I II PROJ. N0. 17030.00
� _ �� � 1.3
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DRAWN: JM
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� � SNOW CLAMP MOUNTING
f ^� 5 DETAIL, RE• 1/A9 20 AND ��_g 5�g�� STANDING SEAM METAL ROOF 4'-11 1/2" APPROVED: WRH
� � A9 30 RE.STRUCTURAL OVER ROOF UNDERLAYMENT o DATE: �O/3O/O9
OVER 5/8"ROOF SHEATHING OVER 2
I � 3x STRUCTURAL DECKING, RE A9 42 � 4�- REVISIONS
_ _ _ _ L _ { LEVEL 2 - FLOOR STANDING SEAM METAL o sTRUCruRa� TOP PLATE
� ° a ° ° 112' - 0" RooF ovER RooF _ LEVEL 4 - FLOOR — — — �� 149' - 1 7/8" PERMIT SET RE-SUBMITTAL
� o ,d a d , , � � ° a UNDERLAYMENT OVER � 131' - 1 1/4" o �� 0 ADDENDUM #1 03/04/10
O ° o , a , e. 4 . 5/8"ROOF SHEATHING 12 � � METAL GUTTER I
� �° - ° - . A : � � I DECKING REUCTURAL 4 � � �� 2 ADDENDUM #2 03/04/10
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z EDGE � � I I
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� I 2 x 8 STRUCTURAL FIRST CHAIR
z2 x 4 NAILER � — FASCIA, RE STRUCTURAL
WOO D TRE L L I S 2 N D L EVE L ROO F 3 x 8 HEAVY TIMBER BEAM EA SIDE ISSUED FOR:
°o � � � � OF COLUMN, RE�STRUCTURAL PERMIT SET
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6 x 12 HEAVY TIMBER BEAM AT SIM
% 3/8"STEEL KNIFEPLATE CONDITION,RE STRUCTURAL
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�
6 x 8 HEAVY TIMBER COLUMN, RE STRUCTURAL
c� 6 x 8 HEAVY TIMBER KICKER s
EXTERIOR R
' BRACKET DETAILS
SCALE: 3/4" = 1'-0"
� ROOF BRACKET; TYPE 6 ROOF BRACKET TYPE 3 SHEETNUMBER
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VERTICAL CEMENTITIOUS SIDING
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ROOF UNDERLAYME��T OVER ROOF ;;
i � SHEATHING OVER S�F�UCTURAL DECKING �
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' � — � — � - - - - - - - - - - - - BEYOND
. — — - - - - — �
� WEATHER RESISTANT - �11�H I T���U ll�
- � PREFINISHED METAL FLASHING BARRIER �'
3 x 8 HEAVY TIMBER B�ACKET EXTENSION WITH HEMMED EDGE STONE VENEER ON 1" 1805 29th Street
2 x 8 FASCIA EXTEND ROOF �.� MORTAR BED
5 1/2�� Suite 2054
MEMBRANE 24"MIN UP Boulder, Colorado 80301
2 x 10 FASCIA WALL UNDER WEATHER "� PROVIDE WEEPS
3 x 8 RAFTERS, RE STRUCTURAL RESISTANT BARRIER � - phone 303.449.89��
_ _ LEVEL 4 - FLOOR ��� 5 x 5 x 3/8"GALVANIZED STEEL
�3�' - 1 1/4�� 2 x 6 WALL FRAMING I ANGLE, SLOPES WITH ROOF
BOILER ' 11 2 x 4 SOFFIT FRAMING (
F�uE — — LEVEL 4 - FLOOR �
SHAFT � ° � 131 - 1 1/4 Z
SOFFIT BOARD 3 x 6 STRUCTURAL — g
PARKING DECKING �,
� EXHAUST 2 HR RATED HORIZONTAL SHAFT EXTEND INTO
FLUE CEILING ASSEMBLY � I OPENING AS SOFFIT
SHAFT VERTICAL CEMENTITIOUS PANELING
3/4"PLY STRIP PEEL&STICK MEMBRANE FLASHING WRAP
(3) 11 7/8"LVL, RE• STRUCTURAL INTO OPENING LIQUID APPLIED ASPHALT CANT
METAL FLASHING WITH HEMMED EDGE STRIP OVER PLYWOOD @ ROOF
/WALL JUNCTION �
` BOILER FLUE, RE MECHANICAL LOUVER, RE MECHANICAL
2 HOUR WALL-2 LAYERS 5/8"TYPE (2)3 x 8 HEAVY TIMBER
RAFTERS BEYOND, RE
'X'GYP BD ON EACH SIDE OF 2X6 STRUCTURAL
STUDS WITH BATT R-19 INSUL
BETWEEN
7 EXHAUST SHAFT ROOF TO WALL EXHASUT SHAFT LOUVER (a� ROOF EAST ENTRY LEDGER DETAIL
4 �
1 1/2"=1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0"
J
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A9 22 �
� � � ROOF MEMBRANE EXTEND UP
I WALL 24"MIN BEHIND WEATHER G F
` _ � � RESISTANT BARRIER
� � PREFINISHED METAL FLASHING I
— ~ - - - - - - - - - - — - - I HOOKTOROOFBRACKET � �
PREFINISHED METAL RAKE �� � — O
FLASHING AND CLEAT LIQUID APPLIED ASPHALT CANT j
,, STRIP OVER PLYWOOD @ ROOF/ (
1 \ WALL JUNCTION �
` I LOUVER, RE MECHANICAL �
t 2 x 8 FASCIA \ \ � T
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1 � � 2 x 8 LEDGER BETWEEN I PREFINISHED METAL SILL PAN � ��
2 x 6 FASCIA ` \ ` BRACKETS � � FLASHING WITH END DAMS O
PEEL&STICK FLASHING � r ,
10 3/16 WRAP INTO OPENING V
1 I GARAGE F ASHING ED METAL STUCCO OVER(2) � ��
3'-11" LAYERS WEATHER �
EXHAUST — — RESISTENT BARRIER � �
2 x 4 NAILER 1 SHAFT O � LEDGER BOARD OVER EXTERIOR _ �
� >
` I — _. _ _ � STEEL KNIFE PLATE WITH SHEATHING
ZINC COATED BOLTS, RE. �
1 I "�' I STRUCTURAL PREFINISHED METAL
3 x 10 WITH TOP CUT SLOPED TO � - -
MATCH ROOF SLOPE,3 x 8 OPP SIDE ` N FLASHING WITH `
WITH TOP CUT SLOPED TO MATCH I 3 x 12 HEAVY TIMBER HEMMED EDGE aF�(i0
� CEDAR FRAMING, �^
R OF SLOPE RE STRUCTURAL �� 'y
I STEEL KNIFE PLATE W/ � �.�
\ ZINC COATED BOLTS, � — � — _ � � ���J/�RDO �
� I RE STRUCTURAL �� �
� �,L�J�6�1DR0
I LEDGER BOARD L — _ O O �; ��,L�NES �
\ — � . '�'���� �
I RECESS BOLTS FLUSH ,�
x 8 HEAVY TIMBER KICKER, WITH TIMBER 3 x 12 H T CEDAR
RE STRUCTURAL \ _ _ _
— — FRAMING, RE �
_ — —�— STRUCTURAL
M ` I LEVEL 3 - FLOOR BACKER ROD AND � a ` - LEVEL 3 - FLOOR ����� � � ��d�
' � ` � 121' - 6 5/8" SEALANT — — 'I Z'I' - 6 5/8"
�
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\ I 6 x 8 H T CEDAR POSTS ,
I
� I WEATHER RESISTIVE
` BARRIER,WRAPS
I FLASHING PROJ. N0. 17030.00
\ �
\ I DRAWN: JM
� NORTH TRELLIS WALL CONNECTION NORTH TRELLIS TO STUCCO CHECKED: �M
� 5 2
\ 11/2��= ��-o�� APPROVED: WRH
1 1/2"= 1'-0"
\ I
I DATE: 10/30/09
`
1 H.3 SHED ROOF ASSEMBLY STANDING SEAM REVISIONS
METAL ROOF OVER HIGH TEMP PERMIT SET RE-SUBMITTAL
\ I MEMBRANE OVER PLYWOOD SHEATHING 0 ADDENDUM #1 O3JO4/'I O
� OVER 3 x 6 DECKING, RE•STRUCTURAL
_ �
� A9 2� SIM _ _\ � — — — — _ _ _ _ _ TOP PLATE � �ADDENDUM #2 03/04/10
r; — — — — , _ „ ROOF TRUSS TOP
Q ( ( � 149 1 7/8 CHORD EXTENSION
o � ��� 1 � LEVEL 1 - T.O. �
z — — _ _ _ _�_ 1 �O CONC. 3 x 8 HEAVY TIMBER RAFTER EACH
� �° � 'I OO� - O�� SIDE OF COLUMN,RE sTRUCTURa� - - - - - 0 OZ ARCHITECTURE
Q i - - - - - a i 2 x 6 CEDAR FASCIA BOARD I
� � <� 6 x 8 HEAVY TIMBER COLUMN, FIRST CHAIR
z � I — - - - - ( 2 x 4 CEDAR FASCIA BOARD RE STRUCTURAL
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o N � � "� I ISSUED FOR:
o � :- I � e I � , 2 x 10 FASCIA BOARD PERM IT SET
� �
% ' � � I , i SOFFIT BOARD
�
� � ` �`�.� 4 x 10 HEAVY TIMBER,
� ' � � � RE STRUCTURAL S H E E T T I T L E:
` _ _ _ _ _ _ _ _ _ _ _ _ � EXTERIORROOF
� 6 x 8 HEAVY TIMBER BRACKET DETAILS
COLUMN,RE STRUCTURAL
a. �
SCALE: As indicated
EAST ENTRY BRACKET DETAIL GABLE END SHED ROOF EAVE UPPER SHED ROOF EAVE DETAIL SHEETNUMBER
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– (2)LAYERS WEATHER RESISTIVE�ARRIER STEEL KNIFE PLATE, RE PLATE, EXTEND 6"BEYOND STEEL '`
i� _� � STRUCTURAL HORIZONTALLY AND VERTICALLY �.- ��I `
i� � • ��I �
- e° i .,; � ' -- - - - - - - - - - -• , , �i ,;
ii , I , r (2)LAYERS WEATHER RESISTANT � '�I - ��CN I I ���U R�
I BARRIER OVER MEMBRANE �
- �� _ � _ r " ' , , - - , - . - FLASHING ��
I 4 "�• I
�l � CORNER PO ST AND STEEL KNIF�.�LATE 1 � 1805 29th Street
I" - I I I JI'� �� Suite 2054
� � ��� + ,�,, � 40 MIL MEMBRA�NE FLASHING OVEf� i i � � BACKER ROD AND SEALANT 3 5 '�� (�� Boulder,
I I �II; , STEEL PLATE,6 MIN EACH SIDE AND � � � � I Colorado 80301
1„ .': ,��� phone 303.449.8900
� � � WRAP CORNER i � � A9 23
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WATERPROOF ROOF MEMBRANE
EXTEND UP FACE OF SHEATHING 30" 1� � 1805 29th Street
MIN ABOVE DECK
' ' Suite 2054
�
5.4 � LEVEL 2=FLOOR Boulder, Colorado 80301
GALVANIZED METAL FLASHING -a� ° 112� - ��� phone 303.449.g9��
BAND OVER EPDM EXTEND UP , ,
BEHIND W.B < a
a � �� �
1/2"DIAMETER GALV STEEL PIN I 8"x 8"H.T.CEDAR POST W/GALV 1"XEPS ADHEREQ TO SLAB � � ' -e
SNCHOR SET IN MORTAR BED,2 STL KNIFE WITH EMBED PLATE SET EDGE <
PER PIECE , � , d <
AND CENTERED ON CMU PILASTER
�_ _ N AT BASE, RE.STRUCTURAL
_ � LIQUID APPLIED BITUTHANE
I I � W P CANT STRIP
6"x 8"H T ---._
�. .. _ , r� a N CORNER POST 3 3 x 8 WOOD DECKING � E N LARG E D D E C K D ETAI L
� e:° n a . �r- •, „a � ' RAILING, RE DETAIL 5/A9 31 A8 11 —
° aa � � _ _ _ _ � ALUMINUM WOOD CLAD SLIDING „_ , „
4 THICK STONE CAP GLASS DOOR THRESHOLD 3 - 1-0
� � PREFINISHED METAL CAP I �
BACKER ROD AND SEALANT ,i - _ c� FLASHING 8 3/4" 1'-11 1/4" � FLOOR FINISH OVER CEMENTITOUS
BOTH SIDES j I � BEVEL TOP CMU PIECE TO SLOPE 1/ " 1'-4 I TOPPING
22 GA GALV METAL PAN '! � �
FLASHING W/DRIP EDGE FULL °� I ; STUCCO SYSTEM OVER WEATHER I
WIDTH OF WALL
SEALANT _ •� BA�RRIER OVER 5/8"SHEATHING OVER _ . _ _ _ _ _ _ � LEVEL 3 - FLOOR
� 7/8 HAT CHANNELS OVER ROOF N 121� - 6 5/8��
40 MIL MEMBRANE WALL � MEMBRANE EXTEND UP CMU WALL �
FLASHING �� I � ` , „ „ � — — — _ _ _ _ _ _ _ _ METAL'Z'SHAPED
� � 6' x 8 x 16 CMU
SILL FLASHING WRAP
� ROOF ASSEMBLY I I � � UNDER DOOR SILL AND OVER ,
,'� RUBBER PAVERS W/DRAINAGE SLOTES OVER _ � O � I � TOP OF STUCCO WITH DECK ASSEMBLY•SANDSET PAVERS
� ( 2 PLY MODIFIED BITUMINOUS ROOF � I I PREFINISHED � DRIP EDGE y W/SNOWMELT TUBING, '
�1 bo MEMBRANE, 1/4"COVER BD,TAPERED � METAL SADDLE +- - - � �I PROTECTION/DRAINAGE LAYER,
6 x 8 H T DIAGONAL KICKERW/
� I INSULATION AND CONCRETE&METAL DECK � OO � FLASHING -�� 215MIL F R HOT FLUID APPLIED
WOOD LAG SCREWS � LEVEL 2 - FLOOR I I � METAL DECKCONCRETE SLAB AND
— — I i n
� � - 11 Z - O 1 '� � EXTERIOR WALL ASSEMBLY
� ► 40 MIL BITUTHANE MEMBRANE SILL/ A9 30
3/8"STEEL KNIFEPLATE WELD '1 0o END DAM FLASHING WITH UPTURN � � LEVEL 2 - FLOOR
TO CLOSURE PLATE,RE• O � ; � � , a <a _ ° °o _ I � SILL TO TOPPING AND EXTEND DOWN — — ' e ° - ' 112� - O��
STRUCTURAL �
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3"x 10" BEAM EACH � �' ad - ,
� SIDE OF CORNER POST d o� � �° ° ' ' � � �
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ASSEMBLY ' b _ � � �'� �
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STONE VENEER ► a �� STRUCTURAL CONCRETE SLAB �
_ j� _ � , ,- � = ' ; _ -• ^� - _ AND METAL DECK � �
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I 2"SPRAY APPLIED INSULATION O
ALUMINUM CLAD WINDOW ' `
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ROOF PARAPET DECK / HEAVY TIMBER BRACKET JULIETTE BALCONY NORTH DECK STEP �
_ �1 1/2"= 1'-0" � 1 1/2"= 1'-0" � 1 1/2"=1'-0"
�
24 GA PREFINISHED
GA CLEAOPING WITH 22 F CO
STUCCO ,-- -____� 2x BLOCKING WITH ��o �O
� � SLOPED TOP EDGE �'
PREFINISHED METAL � � �.. EDUARDO O
FLASHING � � � �L.�.IANIDRO �
' � �` ILLANES
ROOF ASSEMBLY i � SEALANT BEAD � s AZ�'y72 V
RUBBER PAVERS W/DRAINAGE �
SLOTS OVER 2-PLY MODIFIED i � �
BITUMEN MEMBRANE, 1/4" i i
COVER BD, � �
� TAPERED INSULATION,AND i LAP SIDING OVER � �
CONCRETE&METAL DECK I � WEATHER RESISTENT R x 8 P ST ��1r�� ,
4 x 4 INTERM POSTS � � a�A�
� BARRIER OVER �
� SHEATHING OVER 1/2" '
' � RC FURRING OVER 6"x
� 8"x 16"CMU - , 5/4 x 5"CEMENTITIOUS TRIM BOARD
� STUCCO WALL
� � ASSEMBLY RE 15/A9 01 6 x 8 TRELLIS POST BACKER ROD AND SEALANT OVER
i
� T O CONCRETE PREFINISHED METAL STRIP IN MEMBRANE PEEL/STICK
� LEVEL 2-FLOOR FLASHING GALVANIZED STL KNIFE BLADE I
OVER ANGLE
I N 112'-0" ROOF ASSEMBLY �� - ROOF MEMBRANE EXTEND AND EMBED PLATE MEMBRANE DETAIL LAYER OVER
STRIP IN WATERPROOF PROJ. NO. 17030.00
� � RUBBER PAVERS W/DRAINAGE �� UP FACE OF SHEATHING 30" CONCRETE PAVERS OVER GALV METAL PAN FLASHING AND
� � SLOTS OVER 2-PLY MODIFIED MIN ABOVE DECK 1-1/2"SANDBED OVER � n UNDER COVER BOARD DRAWN: �M
� a � , -�- � d ° � °a "-,a < � COVER BD,EMBRANE, 1/4" � SNOWMELT TUBING OVER A9.30 �
" _ ° , ,_ _a � � EXTERIOR STUCCO WALL DRAINAGE LAYER OVER I I � STONE ANCHOR END RESTRAINTS CHECKED: �M
°� ,�. �� a�� 'a . a- ° � TAPERED INSULATION,AND � ASSEMBLY PROTECTION LAYER OVER � � NETWEEN EA PIECE, FASTEN TO
�_ __ - _ a_9 �, �v___ , i CONCRETE&METAL DECK `� WATERPROOFING I I BASEPLATE APPROVED: WRH
1 1/2"
Q �°� � � a "- ° " 9 � � ° ' ° ' _ _ _ �--- SLOPE I I LEVEL 2 - FLOOR DATE: 10/30/09
� WEATHER BARRIER 'I'I Z� - O��
OVER SHEATHING OVER STONE CAP REVISIONS
� cuPPED TO S EEL � • ' ` , '��, - PERMIT SET RE-SUBMITTAL
� � •� , � • � • " � � GALV METAL PAN FLASHING W/
i HEMMED DRIP EDGE EXTEND
� BEAM, RE STRUCTURAL LEVEL 2 - FLOOR 9 - ° < ° � ;$ _ ' �° � �°o i BACK OVER W P MEMBRANE �ADDENDUM #1 O3/O4I'IO .
1 1 2' - 0" a - _ _ a a <a � a �p �
I o N ,` ^ � o a a , °�a , „a- ° e a ° . ° < '� °q � -� .a jt=''� �� BACKER ROD AND SEALANT
STEEL BEAM WITH SPRAY , b 9 a a _
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N I� SEALANT @ EXPANSION , — _�<--" — -�- � ._- °° —• ;� 9.,- ° ° ;, ° ° -^ a � � .°E-1111° " � < INTO STONE AND MORTAR JOINT
Q �i JOINT � a °° ° _ -<;, ` _ _ _ ° - ' ' ' �• <N-S'10" TRANSITION FABRIC LAYER
�° �iI PREFINISHED METAL � a� ° ° °a a � � - ' � ` �� a e " ° � ° - BETWEEN HORIZONTAL AND
o � FLASHING WITH a � ` ° ° ° a° a - -a4 e e 0 OZ ARCHITECTURE
z I� HEMMED DRIP EDGE �a VERTICAL W P
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� ��I SEALANT a- , e ;,-a a4 � e INSULATION OVER GEOTEXTILE FIRST CHAIR
� � i�� PREFINISHED METAL 2"SPRAY INSULATION ` � < FABRIC DRAINAGE BOARD OVER
� FLASHING WITH STEEL KNIFEPLATE WITH EMBED ' � WATERPROOFING ISSUED FOR:
z° HEMMED DRIP EDGE � °
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OVER CONC JOINT TO TOP OF PERM IT SET
0 1x TRIM S�B
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V WEATHER RESISTIVE � EXTERIOR
BARRIER OVER BALCONY/DECK
SHEATHING OVER 2-1/2"
METAL STUDS @ 16" DETAILS
�
ENTRY SOFFIT WALL TOP °c EXTERIOR SOUTH ROOF DECK/WALL NORTH DECK EDGE SCALE: As indicated
� SHEET NUMBER
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a RAILING �� ��� 1 E U�U R�
� 1805 29th Street
Suite 2054
� � 6 x 8 HEAVY Boulder, Colorado 80301
� TIMBER POST phone 303.449.8900
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4 � � RAILING
A9 31 3 x 8 DECKING
� 6 x 8 HEAVY TIMBER POST
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3 x 8 HEAVY — 1-" -1 — - - —
TIMBER BEAM 3 x 10 HT BEAM EACH
WITH COPPER A9 31 3 � i 5 RAILING
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TOP,SET IN � I A9.31 METAL COPPER
SEALANT BED - - � I g�_3�� FLASHING ON TOP
AND FASTENED SURFACE,SET IN
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FASTEN FROM SIDE
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BALCONY RAIL PLAN DETAIL ENLARGED BALCONY PLAN
4 1
1 1/2"= 1'-0" 1/2"= 1'-0"
i
� HSS 2 x 2 x 1/4 VERTICAL POSTS, PAINTED
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A9 31 ZINC COATED 3"x 3/8"x CONT W/
PREDRILLED HOLES @ 8"O C OVER T S
in
CONT HSS 4 x 2 x 1/4", PAINTED �
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R �
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_ EDGES "' M 3 x 4 x 1/4"x 0'-4" W/(2)3/8"DIAMETER � �
LAG SCREWS @ 3"O C BOTH ENDS OF O
3/8"x 3"x CONT STEEL PLATE WITH HSS 4 x 2. 1/4"CONT FILLET WELD @ HSS � ��
PREDRILLED HOLES @ 8"O C 4 X 2 O
�, N _ LEVEL 3 - FLOOR r ,
ZINC COATED FLAT HEAD WOOD SCREW 'I Z'I' - 6 5/8�� � v
4" �HSS 2 x 2 x 1/4, PAINTED CONT HSS 4 x 2 x 1/4",PAINTED ��
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CONT HSS 4 x 2 x 1/4", PAINTED � \
�
1-1/2"x1/2"DIAGONALSTEELBAR,PAINTED 2 BALCONY RAILING ELEVATION - FRONT �
1"x 1"SQUARE STEEL VERTICALS, PAINTED 1/2"= 1'-0" �o� CO�O
�
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� HSS 2 x 2 x 1/4, PAINTED �
� 2 x 6 WOOD CAP WITH EASED EDGES � �LEJANDRO �
M � OVER ZINC COATED 3"x 3/8"x CONT W/ ,� ��'��E�
"� PREDRILLED HOLES @ 8"O C OVER T S. OZ672 �V
CONT HSS 4 x 2 x 1/4, PAINTED
� 2"x 2"VERTICAL T S POSTS, PAINTED , ;`� � � ��j�
1"x 1"SQUARE STEEL VERTICALS, PAINTED
3 x 4 x 1/4"x 0'-4" W/(2)3/8" DIAMETER
LAG SCREWS @ 3"O.0 BOTH ENDS OF
HSS 4 x 2. 1/4"CONT FILLET WELD @ HSS
4x2
_ _ LEVEL 3 - FLOOR �
121' - 65%8"
PROJ. N0. 17030.00
N LEVEL 3 - FLOOR
121' - 6 5/8" DRAWN: JM
CONT HSS 4 x 2 x 1/4, PAINTED CHECKED: �M
APPROVED: WRH
DATE: 10/30/09
REVISIONS
5 BALCONY RAIL SECTION BALCONY RAILING ELEVATION - SIDE � ADDENDUM #9-0304/1T�TAL
3
1 1/2"= 1'-0" 1/2"= 1'-0"
� 0 ADDENDUM #2 03/04/10
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DETAILS
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J J SIDING SNOW FENCE, RE 6/ 9 42 FOR
— FLASHING �
- - -' - - FRAMING STRAP, RE•STRUCTURAL PREFINISHED METAL CAP R
- WEATHER RESISTENT BARRIER � FLASHING MEMBRANE FLASHING � 2��, ���'
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o LAPS OVER METAL FLASHING , -o �� �j���������
PAINT UNDERSIDE TO
WITH�H MME E GE FLASHING MATCH TRIM SLATS 3/4 PLYWOOD BAFF E � y 1805 29th Street
° d - 3 x 5 HSS, PAINTED 3"x 4"H T E A C H S I D E O F R A F T E R PROTECTION BOARD
a- � ° TAIL @ 4'-0" � Suite 2054
� � ° 1 x 3 HORIZONTAL CEMENTITIOUS 5/4"X 4"TRIM SLATS,PAINTED 1 HR ROOF ASSEMB Y W/R-38
o e ,-� `,� eda - SLATS� PAINTED ASOPOHALT SHnI GLE ROOFING ON(2 Boulder,
a , - 5/4 x 4 VERT FURRING 5 x 5 HSS BEYOND � BATT INSULATION hone 303 4� g�o�01
- LAYERS HIGH TEMP RESISTANT 12 � i P
- � " '°V 4 a � CEMENTITIOUS PANEL BOARD, PAINTED � ROOF MEMBRANE, PLYWOOD 2 , � p�'
`a ` e ,,� � N PAINTED � SHEATHING,&ROOF TRUSS A9 40 g I 1
' 3 x 5 HSS FRAME BEYOND,SLOPE C O N T I N U O U S S O F F I T V E N T
°� - �, - , - M T WITH ROOF TO MAINTAIN DISTANCE � � � � � � � � � � �
- ° •- FROM FINISH 2"x8"NAILER
` - ° - PEEL&STICK MEMBRANE ( � O
a'� ° '.� " � FLASHING WRAP INTO OPENING I
°� a 16 GA HAT CHANNELS �
- - � @ 16"O C , PAINTED CONTINUOUS
WEATHER RESISTENT BARRIER � GUTTER � , �
LAPS OVER METAL FLASHING � VENT PIPING W/BOOT MEMBRANE I I
� � FLASHING
PREFINISHED METAL FLASHING � � � _� — _ _ _ 109 PLA�$
� WITH HEMMED DRIP EDGE � � 1"DIAMETER STEEL ROD W/2"
Z � � DIAMETER STEEL EYE FOR ROOF TIE � "
Z � OFF CAPACITY, PAINTED,WELD TO �
� � � I � �� VERTICAL STEEL POST �
� �
I \ I CEMENTITIOUS
� I \� 3 x 5 HSS, PAINTED BOTTOM SLANTED
N o LOUVER FOR ELEVATOR SHAFT \� 2 � WHERE REQUIRED TO MAINTAIN I � � �3' � SOTTIT BOARD �
� VENT,RE MECHANICAL �Q- � �
DISTANCE FROM FINISH I
o � � — 0 3 � "� � 2"x NAILER _
U
� A9 42 FOR ROOF � 2'Ix 6"WD TERMINAT ON BOARD HEADER, RE•STRUCTURAL
,,,` co LVL BLOCKING, RE STRUCTURAL EAVE � �
,\ I LAG BOLTS, RE•STRUCTURAL SNOWMELT� SrUCCO FINISH SYSTEM
SEALANT p�_p�� DETAIL
� - - - - - - - -
- - - �
5/4 x 3 CEMENTITIOU TRIM BOARD
• - - PREFINISHED METAL SILL PAN 1"x2" TRIM
a� � , �¢ FLASHING WITH HEMMED I I
< °� < , ; EDGE AND INSIDE UPTURN LEG � 2"x12"FASCIA
s - , - AND SIDEWALL
$� a . ,� - e � �.` 4,� 2� 8��
- ° d ad PEEL&STICK MEMBRANE `*�
- - -° � ^ `a`o F L A S H I N G S I L L F L A S H I N G W/ I �\ A L U M I N U M C L A D W If�D O W
a°' <. "' SIDEWALL FLAPS LAP DOWN
°' r°" a � OVER WEATHER RESISTIVE FILL PERIMETER OPENING
° • BARRIER AT ROOF SHEATHING WITH
= p �,- a a°< BITUTHANE LIQUID MAI N H I G H R O F EAVE D ETAI L �
- - . MEMBRANE
- � a
• ' m 22 GA GALV FLASHING W/ � � O
� '• - F I E L D S O L D I E R C O R N E R S 1 1/2"= 1'-0"
e~ tra ' 0 Q 9 � �
_ � . BITUTHANE LIQUID �
' APPLIED MEMBRANE AT ROOF ASSEMBLY• ASPHALT � �
ea � �- " TUBE STEEL BASE SHINGLE ROOFING ON(2) O
< a
- a a , , � POURABLE
� - _ :- POLYURETHANE SEALER LAYERS HIGH TEMP RESISTANT �
- ° � a � � SH ATH NG,&ROOF USS D
. _ �
- p �_dda ° �Qo ROOFMECHANICALSCREEN = _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ � U
PRESSURE TREATED 2 x 6 STUDS �
° � °° ,< . << WITH R-19 BATT INSUL BETWEEN, 1 1/2"=1'-0" � ��
, " , � HOLD 1/2"OFF CONC ELEVATOR .�.
°'° d° _a �- CORE
p a - 00 � �
d^ ' `L b�a`- -
Q Q 2X NAILER \
�
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° SLATS, PAINTED PREMANUFACTURED SHINGLE �
�°e RIDGE CAP
a, .a�� g , - ' _ 5/4 x 4"VERT FURRING i i T �QF �iQ�O
� , '° '„ �
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� ' ¢ . . CEMENTITIOUS PANEL BOARD, I � F � � EDlD�4RD0 O
m 4 , �,; PAINTED - - - _ � �4LEJANDRQ
_ ^ � I�LANES �,
, a a , DOUBLE 2 x 4 SUPPORT POST - CEMENTITIOUS SOFFIT �' , ;�s'T2 V
°•p • / \ 2 LAYERS MEMBRANE N
- _ a a / � @ EA TRUSS BLOCKING LINE UNDERLAYMENT OVER ENTIRE � BOARD, PAINTED � �(/
� • � � � BUILT UP RIDGE M
�' - �m � -� — PREFINISHED METAL FLASHING � 3/8"DIAMETER x 6"LAG �
" ^°< - � � WITH HEMMED EDGE �' � SCREWS w�A
<_ , / \ d a �?�.�
' I HORIZONTAL CEMENTITIOUS LAP � \ ASPHALT SHINGLE ROOF '
SIDING / � � � ASSEMBLY 3"x4"HEAVY TIMBER RAFTERS
� / � EACH SIDE OF ROOF TRUSS
` I � SCREEN �\ TAIL @ 4'-0"O C.W/(3)3/4"DIA
� / � BOLTS
I / \
PARAPET WALL SCREEN � � ' 2XBLOCKING � � \
4 � ROOF EAVE CROSS SECTION PROJ. NO. 17030.00
1 1/2"=1'-0" PREFINISHED METAL FLASHING 2
' WITH HEMMED EDGE 3"=1'-0"
DRAWN: JM
4�r 2 x 6 ROOF FRAMING
�s, CHECKED: JM
\ / 2x BLOCKING
APPROVED:
/�� \ '�, , ``` `\\ SCREEN
���'� ���` � `��` 26 GA GLAV FLASHING DATE: 10/30/09
,, \ / ,, REVISIONS
� ` PERMIT SET RE-SUBMITTAL
� � � 0 ADDENDUM #1 03/04/10
� / 4"MIN \ � � ASPHALT SHINGLE ROOF
� � � � ASSEMBLY OVER ROOF 0 ADDENDUM #2 03/04110
� � TRUSSES, RE STRUCTURAL
r; / STUCCO WALL ASSEMBLY
� / \
o / \ . Z
.n / \ �' g
0 OZ ARCHITECTURE
-' SHEATHING HELD BACK
o --
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PREFINISHED METAL
� WALL/ROOF FLASHING
'� FIRST CHAIR
0 4"x 14"VENT SLOTS �
� BETWEEN TRUSSES, RE
� CO UC INATE�WITH RIDGE I ISSUED FOR:
°o VENT L TIONS � ASSEMBLYSEAM METAL ROOF PERMIT SET
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� a — — - � a , SHEET TITLE:
v RIDGE BEAM, RE.STRUCTURAL -e _ ° ' - , °° • �a ,-° - _ ° a e_
�a a < ` e A
° <a ° a EXTERIOR ROOF
d °4� ° �d d - '
_ �< • a - p ° ° < - a a A .. a < DETAILS
d" ° bi d ' d
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
SCALE: As indicated
� SHEET NUMBER
�
�
� ROOF RIDGE DETAIL ROOF/WALL TRANSITION
� 8 3
�
0
N 3"= 1'-0" 1 1/2"= 1'-0„ ■
M
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Ir.:
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ASPHALT ROOF SHINGLES OVER(2)LAYERS ICE/ �
WATER SHIELD MEMBRANE LAP OVER METAL FLASHING �
^ I �� �������� ��
i
_ � � �� REFER TO END WALL DETAIL
�'� �i 1805 29th Street
GALVANIZED METAL FLASHING OVER MODIFIED � �� 1
BITHUTHANE ROOF SYSTEM LAYERS � �.'
Suite 205
;;�- �� A9.a� Boulder, Colorado 80301
FRT NON-COMBUSTIBLE CANT STRIP AT TRANSITION i%' h
�� ��%'� �� GALVANIZED METAL phone 303.449.89�0
2 PLY MODIFIED BITUMINOUS ROOF �%� .• i� � FLASHING
MEMBRANE SYSTEM OVER 1/4" ���~ i� ASPHALT SHINGLE
COVER BOARD /'��� ��
��% �i i — HORIZONTAL LAP SIDING OVER
S pRA N ��.�'� l� �� ICE AND WATER SHIELD
'�--1j4„�IN -_______ ____..•� ��``\ � i
__ __ � �
- - � � 5/4 x 4"CEMENTITIOUS TRIM
�
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______=__-- - �� . .
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v .
- ----====
NC)i'�. At.E.tvtETALIMSt11NG ASPHALTSHINGLESOVER
5ttRCL 8E CQMP�i'E�Y 50l.DE4ID (2)LAYERS ICE/WATER
SHIELD OVER ROOF ASPHALT SHINGLES
SHEATHING
3'-0" UPPER LAYER ICE AND WATER SHIELD
cS N
, � �lLLPt�CKEt'WITtt LICUlD METAL FLASHING WITH
� MEMBRANE(AFPf.Y Wl i H HEMMED EDGE 6"STRIP OF ICE AND WATER SHIELD
e�uucit��Gvrrt EQUALLY OVERLAPPING VALLEY
- - - - - - - - - - -
FLASHING AND LOWER LEVEL OF �
I ,�, ,
ICE AND WATER SHIELD `�
� �� t�JIL Ct�v�SEttO CF 2 x 8 FASCIA BOARD ��' '
� ��� tl�UID M�A6RANE ����\ VALLEY FLASHING ���r� �
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' , � �� 2 x 10 FASCIA BOARD "� �'�
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jf � �IELD SH�T OF RE STRUCTURAL .` O ��
-�.,,� y, WA?�Pl��OFING �. .
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P
BOTTQIN t1A5iiING{1N�TALL SOFFIT BOARD
FTRST OV�;�FILLD StiE�T QP
WAT�RE'ROOFING UNOERSA,`^vt�M} 5/4 x 3 BATTENS AT RAKE END, RE A3 05 SNOW MELT SYSTEM SET IN
ROOFING ADHESIVE ON
UPPEI�FLA5hlh1�(CNSTAt.f.5ECOND VALLEY FLASHING
OVE.4,�QTTt7M flASttWG�F►El.D
�NF.EI'OF W�'�RPJZOOFING
UNQE.BLAYME,�tTj
�T�'.1�'-IN BOTTOM�UPPFR
F�HING WI�'tt V+IAtC�F'RO��1NG
UN�?�RLAYMEt�T RO O F VAL L EY F LAS H I N G
SNOW FENCE FLASHING ROOF RAKE DETAIL SNOW MELT
6 4 1
1 1/2"= 1'-0" 3"= 1'-0"
24"WIDE CONT ICE/WATER SHIELD
MEMBRANE UNDER SNOWMELT SYSTEM
FOR ROOF SLOPES 2.12&4 12
UPPER AND LOWER LAYERS OF HIGH
TEMP ICE AND WATER SHIELD OVERLAP
COVER PANEL
STANDING SEAM METAL ROOF
� SNOW MELT COVER PANEL W/2-1/2"FASTENERS
LOW PITCH ROOF SNOW MELT SYSTEM
o _ -_=-��-
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N 3'-0" EXTENSION/RAIN CAP --'�
^ � _ _ � � ... � PAINTED PROVIDE GUY HEAT TRACE IN GUTTERS
' WIRES AS REQUIRED
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� - , -� _ . REVISIONS
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��� � _' - - - ' _ �ADDENDUM #1 03/04/10
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REVISIONS
GRAB BARS AT TUB GRAB BAR REINFORCEMENT AT TOILET GRAB BAR REINFORCEMENT AT TUB GRAB BAR REINF. AT TOWEL BAR MEDICINE SHELF & ROD SHELF & ROD PERMIT SET RE-SUBMITTAL
(WITHOUT PERMANENT SEATS) (ADAPTABLE UNITS) (ADAPTABLE UNITS) SHOWER (ADAPTABLE UNITS) �ADDENDUM #1 03/04/10
GENERALNOTES
� �ADDENDUM #2 03/04/10
� 1. DIMENSIONS GIVEN ARE COMPLIANT WITH ANSI A117.1-2003. �
� LEGEND 2. NOT ALL FIXTURES AND DEVICES INDICATED MAY BE USED I
Q�- HAND- VERIFY WITH THE PROJECT. 0 OZARCHITECTURE
� HELD
RECESSED WIDTH SHOWER ��M,� MANUFACTURER SPECIFIC �� ACCESSIBLE 3. INSTALL GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF
z gpRqy REINFORCING � 250 LBF WHEN TESTED ACCORDING TO METHODS IN ASTM F-
� HEAD BACK WALL CONTR REQUIREMENTS 3'-4°MIN
�, UNIT W/ 446.
o END 1'-3„Max. ��-o°nnp,x 60" HOSE L END Z � 4�-2"MIN. 2"M� � 4. ACCESSORIES IN BATHING AREAS THAT PROJECT MORE FIRST CHAIR
THAN 1" BEYOND FINISHED SURFACES SHALL BE INSTALLED T
o - MAX
0 2�-o��MIN `° � 2�-o�� - 2�-o�� WITHSTAND A DOWNWARD LOAD OF 250 LBF WHEN TESTED ISSUED FOR:
o GRAB BARS � a Z MIN I MIN ACCORDING TO METHODS IN ASTM F-446. PERMIT SET
� IL �'l�i_�i_�i����1�1� `° i�% `�� �l�i_li_L ����� MORE S ECIF C I FORMAT ON E SEWHERE NPTHE EDED BY
� �� o II — —� o Z DOCUMENTS.
� � I � — P z P
� 6. ALL APPLIANCES AND PLUMBING FIXTURES MUST COMPLY SHEET TITLE:
� o �� _ � o o �o '� � '� - WITH APPLICABLE i4NSl AND ADA REQUIREMENTS. STANDARD MOUNTING
U "'a � � r, a I
� SEAT o o �� � � � N � 7 p �� HEIGHTS
I I � I °' ~ I � I °' � N � " � WITH�AR 2H EVELOLDS MUST HAVE A MAXIMUM HEIGHT OF 1/2
- -
l` - - - J) � _ - - - - - - - �J N l` - I - J J N � N �� N �� � 8. �ALL ACCESSIBLE SINKS SHALL HAVE A MAXIMUM HEIGHT OF SCALE: 1/2" = 1'-0"
� 34 TO THE RIM OR COUNTER (WHICHEVER IS HIGHER) AND SHEET NUMBER
o � PROVIDE A 27" MINIMUM HIGH KNEE SPACE.
� GRAB BARS AT TUB FOLDING GRAB BAR REINFORCEMENT AT TOILET AT CENTER 9. PROVIDE AND INSTALL BLOCKING I REINFORCEMENT FOR
� (WITH PERMANENT SEATS) TOILET (ADAPTABLE UNITS) ALL ACCESSORIES PER MANUFACTURER'S INSTRUCTIONS.
a
N 10. PROVIDE AND INSTALL BLOCKING IN ALL ADAPTIVE USE ■
M
SPACES.
M
METAL DECK(PERPENDICULAR TO FLUTES) METAL DECK(PARALLEL TO FLUTES) METAL DECK CONTROL JOI NT DETAI LS CONCRETE DECK/METAL DECK
C=.- - - � r- - - - �
� � � � RESTRAININGANGLES �� i � � i � PARTITION TYPES - LEGEND
� (IF REQ'D) RE.STRUCT I - ' I � r-
MINERAL WOOL BATT INSUL r - - , V MINERAL WOOL BATT INSUL& r F- z �,~j MINERAL WOOL BATT INSUL I I I I 1 REFERENCE LEGEND, RE FLOOR PLANS
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(ACOUSTICAL SEALANT , I � (ACOUSTICAL SEALANT @ I � �- � V U PARTITION TYPE-FIRST POSITION INDICATES
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I r. W I � � LINE OF WALL SURFACE,W O w GYP BD - -
I , � I � � d• � � 23C INDICATES RELATIVE WIDTH OF PARTITION
3"DEEP LEG TRACK ` � 3"DEEP LEG TRACK � BRIDGING ,'—'�' RE PLAN METAL CONTROL JOINT ��2 HORIZONTAL REINFORCING ',
'� AT TOP JOINT �
DRYWALL SCREW � � � � DRYWALL SCREW � ° I METAL STUD, NOT ATTACH�D TO S U S P E N D E D C E I L I N G LETTER INDICATES CONDITION AT HEAD OF �
. I ., I � � ( CEILING TRACK � � PARTITION
GYP BD(NUMBER OF LAYERS - � GYP BD(NUMBER OF LAYERS ( ' Z DOUBLE DIAMOND INDICATES ACOUSTICAL u ���{��� R �
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PER PARTITION TYPE)_ _ _ , ,', PER PARTITION TYPE)_ _ _ '' '� GYP BD _ _ _ _ _ _ _ _ _ 23C PARTITION-IDENTICAL TO DESIGNATED � 11 �J ll
� � _ � ] . ' [�_ � C° -� C M U PARTITION TYPE EXCEPT WITH ACOUSTICAL
- - - - - - - - - - - - � �` ; C - - - - - - -
. � ' � � ��-; � , • ° � � ' BATT INSULATION AND ACOUSTICAL SEALANT 1805 29th Street
SUSPENDED CEILING,W O, - SUSPENDED CEILING,W O, SUSPENDED CEILING,W O,; ��2'� AT PERIMETER AND PENETRATIONS
RE CEILING PLAN ,, RE.CEILING PLAN RE CEILING PLAN Suite 2054
PARTITI N D PARTITION-PARTITION REFERENCE SYMBOL IS
O HEA TO STRUCTURE FURRING PARTITION HEAD C.M.U. PARTITION HEAD ORIENTEDTODENOTEDPARTITIONONSAME Boulder, Colorado 80301
_ _ C ^ _ B _ ; $ _ SIDE AS DELINEATED IN PARTITION DETAIL phone 303.449.g90�
UL DESIGN#HW-D-0020 OR#HW-D-0042(WHERE PARTITION IS PERPENDICULAR TO DECK FLUTES)&UL DESIGN #HW-D-0029 OR#HW-D-0049 UL SYSTEM#HW-D-0023 OR#HW-D-0047 @
(WHERE PARTITION IS PARALLEL TO DECK FLUTES)@ 1-HOUR&2-HOUR RATED PARTITIONS — — — — — — — — — — — — — — — — — — 1-HOUR&2-HOUR RATED PARTITIONS PARTITI ON TYPES - GEN ERAL NOTES
METAL STUDS METAL CONTROL JOINT
GYP BD(NUMBER OF LAYERS 1�2� 1 REFER TO TITLE SHEET(S)AND PROJECT MANUAL FOR GENERAL PROJEC
PER PARTITION TYPE) NOTES, SYMBOLS,AND ABBREVIATIONS.
2 NOT ALL PARTITION TYPES DELINEATED MAY BE USED
STEEL BEAM& -� BATT INSULATION& 3 REFER TO PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS.
FIREPROOFING SEALANT 4 ALL METAL STUD AND C M.0 PARTITIONS ARE TO EXTEND TO
@ NON-RATED PARTITION � 5 WHERE TWO DIFFERING PARTITION T�YP S ABUT IN A LINE AND ALONG A
SEALANT �` CMU CONTINUOUS LENGTH OF PARTITIONS,THE CONTINUOUS FINISHED
�,.
"J"RUNNER CHANNEL INSTALLED , � �_ I _ SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWIS .
PRIOR TO FIREPROOFING ( , ' — — — — — — — — — — — � — — — — � � 6 ALL METAL AND WOOD STUDS TO BE SPACED APER STRUCTURAL
1"GYP BD SHAFT WALL ' � - - - �_ - . .. � � , FULL MORTAR BED- � I a 7 INCREASED STUD GAGE OR SPACING MAY BE REQUIRED DUE TO HEIGHT
LINER PANEL I SHAFT SIDE ` � ' ` ' � � � '� " Typ ( � � OF PARTITION MAXIMUM ALLOWABLE DEFLECTION SHALL BE U240
I -, 1-5/8"TYPE W 5/8"TYPE X STRIPS � � � 8 PROVIDE FOR 1"DEFLECTION AT ALL PARTITION HEADS UNLESS NOTED
METAL"C-H"STUD �; OR S SCREWS FASTENED TO "' OTHERWISE PROVIDE MINIMUM 3"DEEP-LEG TRACKS
@ 24"O C STUDS HORIZONTAL REINFORCING @ I � 9 PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB
GYP BD(NUMBER OF LAYERS FIRST JOINT& 16"O C � � 10 DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME
PER PARTITION TYPE) ' ,. =� � ; ''- < <. • . - , •`f ' •�Y ,' -� •. ' ` _-' ' - •••�' VERTICALLY, RE STRUC � I 11 USE 5/8"TYPE-X GYPSUM BOARD AT RATED PARTITIONS USE 5/8"
' — — — — — — — — — — — — � ` GYPSUM BOARD AT ALL OTHER LOCATIONS UNLESS NOTED OTHERWISE
— — — — — — — — — — — — — — — — VERTICAL REINFORCING, � I 12 USE WATER-RESISTANT GYPSUM BOARD FOR WALLS IN ALL TOILET
SUSPENDED CEILING, � I ' METAL STUDS I METAL CONTROL JOINT RE•STRUC � � ROOMS,JANITOR'S CLOSETS,SHOWER ROOMS,AND AS NOTED OTHERWIS
W O , RE CLNG PLAN RE STRUCTURAL FOR 13 USE WATER-RESISTANT GYPSUM BOARD FOR CEILINGS IN SHOWER
GYP BD(NUMBER OF 5/8" 1/2"MAX.GAP SLAB REQUIREMENTS ( I ROOMS COMPLY WITH IBC 2509 3
S HAFTWALL H EAD LAYERS PER PARTITION 14 USE CEMENTITIOUS BACKER UNITS AND SPACE STUDS AT 16"O C AT
' ' G NPE� FLOOR LINE . PARTTIONS TO RECEIVE CERAMIC TILE OR STONE
@ RATED PARTITI ON RATING OF 1 TO 4-HR FOR'EQUIVALENT THICKNESS' NTE SECTWG ARTITION OR B BRACEDTO STRUCT RE @ 92'O CAVE
PER UBC TABLE 7-B WHERE OCCURS 16 PROVIDE CONTROL JOINTS IN CEILINGS EXCEEDING 2500 S F AND IN
WHI#651-0318.1 FOR 1-HR&2-HR RATINGS PARTITIONS,WALLS,AND FURRING RUNS EXCEEDING 30 FT VERIFY EXAC
CM U PARTITION LOCATIONS WITH ARCHITECT SEE DETAILS THIS SHEET
— - - $6 - 17 ALL FIRE-RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL
_ � � WITH 6"CMU COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURER'S
� PARTITION WIDTH=5 5/8" RECOMMENDATIONS FOR CONDITIONS AS REQUIRED CONSTRUCTION OF
HOR BRACING,2 ,�2 ' CMU PARTITION
METAL STUDS � • ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY CONTRACT
@ 4'-0"VERT.SPACING — - - $$ - MAY SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT INDICATED WITH
WITH 8"CMU PRIOR APPROVAL OF THE ARCHITECT AND THE BUILDING DEPARTMENT
RE PLAN FOR PARTITION WIDTH=7 5/8" TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS•
ACOUSTICAL INSULATION ` CLR CHASE WIDT CM U PARTITION GA-GYPSUM ASSOCIA NRATORIES INC
2 1/2"METAL STUDS 81� WITH 10"CMU NER-NATIONAL EVALUATION REPORT �
PARTITION WIDTH=9 5/8" WHI-WARNOCK HERSEY INTERNATIONAL �� O
GYP BD, EA SIDE 18 THROUGH-PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPP D �
CM U PARTITION IN ACCORDANCE WITH IBC 712 3 1 �
� RUNNER CHANNEL $�2 - 19 MEMBRANE-PENETRATIONS IN RATED PARTITIONS SHALL BE IN �
WITH 12"CMU ACCORDANCE WITH IBC 713 3 2 � �
SEALANT,TYP N PARTITION WIDTH= 11 5/8" 20 PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS IN ACOUSTICAL
- EA SIDE �� `� PARTITIONS O
21 ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE � �.
FLOOR LINE UNLESS NOTED OTHERWISE O
�- U
72 _ PLUMBING CHASE =
PARTITION WIDTH=6 1/4"+CLEAR CHASE WIDTH � '�
SEE DETAIL 3/A10 10 FOR HEAD DETAIL AT SHAFT WALL � �
SEE CODE COMPLIANT ASSEMBLIES FOR RATED � �
_ _ _ CONSTRUCTION BOOKLET �
2 LAYERS GYP BD LINE OF WALL SURFACE,W O
1"GYP BD SHAFT WALL 2 LAYERS GYP BD EA SIDE GYP BD GYP BD
LINER PANEL ' O� C�`O
_ '�`` ,�o
ACOUSTICAL INSULATION ACOUSTICAL INSULATION ACOUSTICAL INSULATION ACOUSTICAL INSULATION �� EDUARDO
METAL STUD - METAL STUD METAL STUD O
- c� �►LEJA►ND6�0 �
METAL"C-H"STUD � eLt,pNES �
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,,, -
BACKER ROD& ;`; - SEALANT,TYP. EA �
SEALANT � - BACKER ROD& SIDE - SEALANT � �� ��
SEALANT,TYP. T �
• N ' - � -; T N SEE CODE COMPLIANT ASSEMBLIES FOR E �
EA SIDE RATED CONSTRUCTION BOOKLET y�
FOR
- FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE ���
UL DESIGN#U438 FOR 2-HOUR RATING WHERE OCCURS UL DESIGN#U465 FOR 1-HOUR RATING WHERE OCCURS FOR CONTROL JOINTS FOR FIRE-RESISTIVE
UL DESIGN#U411 FOR 2-HOUR RATING WHERE OCCURS RATED SYSTEMS(GA-234-08)
ACOUSTICAL SHAFTWALL STC 50 ACOUSTICAL PARTITION ACOUSTICAL PARTITION ACOUSTICAL FURRING PARTITION FOR2HR-RATEDASSEMBLY-HORIZONTAL
6 - - � 4 - - 2 - - � - - MEMBRANE OR METAL DUCT ENCLOSURE
SEE BELOW FOR STUD SIZE SEE BELOW FOR STUD SIZE SEE BELOW FOR STUD SIZE SEE BELOW FOR STUD SIZE PROJ. NO. 17030.00
DRAWN: HK
s
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2 LAYERS GYP BD - { - CHECKED: HK
- LINE OF WALL
2 LAYERS GYP a GYP BD SURFACE,W O
APPROVED: WRH
1"GYP BD SHAFT WALL BD EA SIDE - �
LINER PANEL ,,< GYP BD
DATE: 10/30/09
_ REVISIONS
METAL"C-H"STUD , METAL STUD METAL STUD METAL STUD
_ PERMIT SET RE-SUBMITTAL
"J"RUNNER CHANNEL �• � i' ��� � ADDENDUM #1 O3IO4I'I O
� � SHAFT SIDE RUNNER CHANNEL • RUNNER CHANNEL RUNNER CHANNEL
�
BACKER ROD&SEALANT - � "��
� ADDENDUM #2 03/04/10
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2X4 WOOD STUDS 3 REFER TO PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS
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SIDE _ BD,EACH SIDE CLIPS GYP BD I CONCRETE CORE 7 INCREASED STUD GAGE OR SPACING MAY BE REQUIRED DUE TO HEIGHT
- OF PARTITION MAXIMUM ALLOWABLE DEFLECTION SHALL BE L/240
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BD - —
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PLATE PLATE PLATE � PLATE PLATE I 9 PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB
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UL DESIGN#U301 FOR 2-HOUR RATED BEARING WALL, UL DESIGN#U344 FOR BEARING WALL UL DESIGN#U305 FOR 13 USE WATER-RESISTANT GYPSUM BOARD FOR CEILINGS IN SHOWER
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+CLEAR CHASE WIDTH(XX) 16 PROVIDE CONTROL JOINTS IN CEILINGS EXCEEDING 2500 S F AND IN
PARTITION ACOUSTICAL PARTITION - STC 56 PARTITION FU RRI NG PARTITION PARTITIONS,WALLS,AND FURRING RUNS EXCEEDING 30 FT.. VERIFY EXAC
LOCATIONS WITH ARCHITECT SEE DETAILS THIS SHEET
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COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURER'S
RECOMMENDATIONS FOR CONDITIONS AS REQUIRED CONSTRUCTION OF
MOISTURE RESISTANT GYP ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY CONTRACT
CL PARTITION BD ABOVE TUB FLANGE F U RRI N G PARTITI O N PRIOR A PROVAL OF�THHE ARCHITECT AND T E BOUL D NG DEPARTMENT'TH
I W"I 6- TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS
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W56 GYP BD(NUMBER OF LAYERS .101NT REVISIONS
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COUNTER TOP AT OFFICE TO CONCRETE DATE: 10/30/09
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1 1/2"= 1'-0" 3"= 1'-0" REVISIONS
PERMIT SET RE-SUBMITTAL
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GENERA � NOTES
1 . L IVE LOADS USED �N DES IGN: e. PROTECT 101� OF MASOI�RY DUR ING COLD �IyEATHER (TEIVIPERATURE G. F ILL ALL VOIDS AND BLOCK CELLS SOL IDLY �yITH ASTM C476 GROUT FOR A D ISTANCE 3. FOR FLOOR�NG USE 3/4" T&G STURD- I -FLOOR SHEATH ING GLUED AND NA�LED
A, ROOF SLOPE > 4: 12 80 PSF BELOy�► 40 DEGREES F) OR HOT �yEATHER (TE1rIPERATURE ABOVE 90 OF 24" BENEATH AN� a M�N�MuM oF 16" EACH SIDE OF ALL BEAM REACTIOI�S OR OTHER �IITH tOD NA�LS AT 6" ON CENTER ALONG PAI�EL EDGES AND AT 12" ALONG
DEGREES F), (PERIODICALLY) CONCENTRATED LOADS UNLESS NOTED OTHERy�I1SE. INTER�IEDIATE SUPPORTS.
B, ROOF SLOPE < 4:12 100 PSF 3. PREPARATION OF ANY REQUIRED GROUT SPECIIrIENS, MORTAR SPECIIyIENS 4, FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NA�LED
f AND/OR PRISMS SHALL BE OBSERVED. (COI�TINUOUSLY) H, CMU SHALL BE FULLY GROUTED BEL01�J GRADE. �►ITH tOD NA�LS AT 4" Ot� CENTER ALONG PAI�EL EDGES AND AT 12" ALONG
C. RESIDENTIAL FLOOR 40 PSF INTERMEDIATE SUPPORTS,
PART IT IAN 20 PSF 4. COIyIPL IANCE I�IJITH REQU IRED INSPECT ION PROV�S IOI�S OF THE I , PROV�DE A TH ICKENED CONCRETE SLAB UNDER ALL MASOPJRY PART IT 101� �I�IALLS. SEE 5. EXTER IOR �IJALLS SHALL HAyE 01�E LAYER OF 1/2" EXPOSURE I PLY�OD OR
CONSTRUCT 101� DOCUIyIENTS At�D THE APPROVED SUBMITTALS SHALL BE ARCH ITECTURAL DRA�II�INGS FOR LOCAT IOIr AI�D EXTENT OF �ALLS AND FOR OSB SHEATH ING NA ILED �IJITH 8d NA ILS AT 6" Ot� CENTER ALOI�G PANEL
. D. HALL�yAYS AND PUBLIC SPACES 100 PSF VERIFIED. (PERIODICALLY) OPE INGS. ALL OF �IyFiICH REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS SHOy`N OTHERy�ISE UO
5. 1J�OOD COI�STRUCT 101� FRAI�iNc ovER NoN-eEAR iNc oPEN�Ncs IF NOT SHO� 01� STRUCTURAL DRAI�IINGS. 01� PLANS. ALL PAt�EL EDGES SHALL BE BLOCKED.
E. EXTER IOR PAT IOS At�D DECKS (UNCOVERED) 100 PSF a. H IGH-LOAD D IAPHRAGIvIS US�NG VALUES FROIyI TABLE 2306.3.2 SHALL BE SEE MECHAN ICAL DRA�►INGS FOR THOSE OPEN�NGS �1�1-I ICH REQU IRE L INTELS. 6. FLOORS APJD ROOF SHEATH ING SHALL BE �NSTALLED �IIJITH THE FACE GRA IN A� C N 11 E C1 U � E
_ (COVERED) 80 PSF INSPECTED TO ASCERTAIN �I-IETHER THE SHEATHING IS OF THE GRADE PERPENDICULAR TO SUPPORTS �yITH END JOINTS STAGGERED.
THE NO�IINALSSIZE�OF RA�IHNG MEI�ERS AT�ADJO�INPNG PANE�L EDGES, �• PROVIDE I�ASONRY TIES y�HERE I�ASONRY ABUTS CONCRETE. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS. TOt�GUE AND
F, IMPORTAIrCE FACTORS GROOVE PAI�ELS OR SOL ID `I�OOD BLOCK ING SUPPORTS. 1805 29th Street
THE NA�L OR STAPLE DIA�IETER AND LENGTH� THE NU1�ER OF FASTENER 9. STRUCTURAL STEEL
SEISM�CYFACTOR IE 1100 L�NES AND THAT THE SPACING BET�IEEN FASTENERS IN EACH LINE AND AT I , PREFABRICATED �y00D MEIv�ERS SHALL BE THE TYPE NOTED ON THE DRA�IINGS AND S uite 20 5 4
SNO�y FACTOR IS � ,p EDGE �IARG�NS AGREES �yITH THE APPROVED BU ILD�NG PLANS. A, ALL STRUCTURAL STEEL SHALL CONFORI� TO ASTI� A36 EXCEPT �yIDE FLA11�GE BEAI�S SHALL BE "BC I -JOIST" AS M�►NUFACTURED BY BOISE CORPORAT 101�, ALTERNATES SHALL Colorado 80301
VV�ND FACTOR ly�► 1 .00 1hH ICH SHALL CONFORM TO ASTI� 992. (50 KS I) At�D EXCEPT P IPE COLUI�MIS �1-I ICH BE REV I E�IyED BY THE ENG INEER, TO BE CONS IDERED� ALTERNATES SHALL HAyE A LOAD Boulder,
4, FOUtVDAT IOI�S SHALL CONFORM TO ASTI� A53 AND TUBE COLUMVS TO ASTM A500. GRADE B� LATEST CAPAC ITY IN BEND�NG. SHEAR AND DEFLECT 101� EWAL TO OR GREATER THAI� THE S IZE hone 303.449.g9OO
G. 1�yIND ED IT IOI�S. STEEL SUPPL IER MAY PROV IDE ASTM A572. GRADE 50 AT H IS OPT 101�, SHO�IV Ot� THE DRA1�yINGS. �yEB BLOCK ING AND BR IDG ING TO BE AS REQU IRED BY THE p
3 SECOND GUST 90 MPH A, MAX�MUM SOIL DESIGN PRESSURE 5000 PSF MISCELLANEOUS EIy�EDDED ITEMS SHALL BE A36 STEEL. JOIST MAt�UFACTURER,
FASTEST �IILE 75 MPH B. COI�TRACTOR TO FOLLO�I ALL RECOI�VIENDATIONS �N SOILS REPORT N0, 08-6003 B. ALL STRUCTURAL BOLTS SHALL BE A325N �NSTALLED TO A M�N�M�M SNUG TIGHT J. LAMINATED VENEER LUIV�ER MEMBERS SHALL HAyE THE FOLLO�IING STRESS
EXPOSURE B BY GROUND ENGINEERING CONSULTANTS. INC. DATED APRIL 23. 2008. AND THE CONDITIOt�. ALL AI�CHOR BOLTS SHALL COI�FORIyI TO ASTIyI A307 UNLESS NOTED CAPACITIES: FB � 2800 PSI � E � 2.000.000 PSI . FC � 750 PSI . Fy = 2g5 PSI .
H, SEISM�C SUPPLEMENTAL REPORT� DATED DECEI�ER 11 . 2008. OTHERINISE. BUILT UP �IEI�ERS SHALL BE COI�NECTED IN ACCORDANCE �yITH I�AI�UFACTURERS'
SITE CLASS C RECOM�E DATIOI�S, CONTRACTOR SHALL HAyE THE OPTI01� OF USING 3 1/2" OR
C. ALL FOOTING BEARING ELEVATIOI�S SHO� ARE ASSUMED. EXACT BEARIN� C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE y�IITH THE 5 1 /4" y�IIDE ME�ERS.
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CATEGORY B ELEVAT IOI�S SHALL BE VER IF IED IN THE F IELD �II�ITH ACTUAL COI�D IT IOPJS BY LATEST PROV IS IOI�S OF A ISC MANUAL OF STEEL COI�STRUCT 101�, yq�'��;;a�;�!�"�a?''A.
SS 0.285g COIrTRACTOR 1�ITH APPROVAL OF SOILS ENG�NEER AI�D ALL BOTTOIrIS OF FOOT INGS K, PREFABR ICATED �Ir4�OD TRUSSES SHALL BE DES IGNED TO FULF ILL STRESS �a�� � '';;�avm.,',�>^'�� ',
S1 0.068g SHALL BE A Iy11N��IUM OF 48" BELOy�I EXTERIOR GRADE. D. EXCEPT �-IERE DETAILED OTHERISE. FABRICATOR SHALL SELECT STEEL REQUIREMENTS AND/OR LOADS NOTED ON DRA�y1NGS. SHOP DRA�yINGS SHALL -;°<�`�: `:.= r� :y�.�. �',,
SDS 0.228g CONNECTIOI�S PER AISC "MANUAL OF STEEL CONSTRUCTIOt�" (ASD). TABLE 11 -A INCLUDE CALCULATIOt�S AND BEAR THE STAI�IP OF A REGISTERED EN��NEER, PROVIDE 4 Q ` , "� .�
SD1 0.077g D. ALL FOOT INGS ARE TO BE PLACED ON F IRIyI� UND ISTURBED. NATURAL SOIL OR APJD/OR A ISC "S IIyIPLE SHEAR COI�NECT 101� IyIA1�UAL" 1^IITH A325 N BOLTS (OR �IELDED BR IDG�NG AI�D BLOCK ING PER IyIA1�UFACTURER'S RECOI�yIENDAT IONS UNLESS p' n ` . �; , .,r ^��
ANALYSIS PROCEDURE USED IS EQUIVALENT LATERAL FORCE PROCEDURE PROPERLY C O M PACTED BACKFILL� APPROVED BY THE SOILS ENGINEER, BACKFILL EQUI�ALENT) TO SUPPORT LOADS INDICATED 01� THE STRUCTURAL DRA y�IINGS, y�l-IEN OTHER�I JISE NOTED. PROV�DE C O t�STRUCT1 0 1� BRACI NG AS REQUIRED ERECTI O t� NOTE: '�
SHALL BE COMPACTED TO 95°i (M�I�N IIyIUI�) IrIOD I F IED PROCTOR DENS ITY PER AST�I LOADS ARE NOT SHO�PJ. SELECT COI�NECT 101� TO SUPPORT 60� THE TOTAL UN�F�� CENTER �IALL STUDS UNDER CENTER OF TRUSS LOCAT IOI�S.
D1557 UNLESS OTHER�yISE RECOIvOvIENDED IN THE SOILS REPORT, IF SOFT SPOTS ARE LOAD CAPACITY PER AISC "�IANUAL OF STEEL CONSTRUCTI0�"� FOR EACH GIVEN BEAM ,.,.�y�y ,_ 1� ,;�`�:�
UPPER LEVELS: ENCOUNTERED REIrIOVE SOIL AND RECOI�ACT �yITH APPROVED FILL (RE: SOIL At�D SPAN FOR N01�-COIvbOSITE MEI�IBERS. FOR COIybOSITE MEI�BERS� CONNECTIOt�S L. I�OD DECK a;•,� u1.� . ,-
BAS IC SE IS�I IC FORCE RES IST ING SYSTEI� IS L IGHT FRAIyIED �IALLS �y1TH REPORT FOR DESCR IPT 101� OF BEAR ING SOIL). SHALL SUPPORT 80� OF THE TOTAL CAPAC ITY FOR EACH BEAM AND SPAN. � °- " "� ��'.<'-"�
PLY�pOD SHEAR PAt�ELS �OD DECK IHG SHALL BE 3" NOM�NAL TBeG DOUGLAS-F IR LARCH (E=1 .700.000 PS I . k�```�,^�",��'v3za••'
SE ISM�C RESPOI�SE COEF IC IENT CS .028 E. COI�TRACTOR SHALL BACKF ILL EQUALLY 01� EACH S IDE OF FOUNDAT IOt� �IALLS IN 12 SUB�I IT DES IGN CALCULAT IOI�S, BEAR ING THE STAI�IP AND S IGNATURE OF THE Fb�1 �450 PS I) 1^IITH RAI�DOM LENGTH COIrT INUOUS LAY-UP. ALL PLAI�KS SHALL BE END ,�""
RESPOI�SE M�D�F ICAT ION FACTOR R 6.5 INCH IyIAX IIyIUIyI VERT ICAL L IFTS OR AS RECOIV�yIENDED IN THE $O ILS REPORT, REFER PROFESS IOt�AL ENG�NEER L ICENSED IN THE STATE OF COLORADO. AND EIyIPLOYED BY IyIATCHED At�D ALL PLANKS SHALL BE NA�LED TOGETHER �1�IITH IN OI�E FOOT OF EACH
GARAGE LEVEL: TO SOILS REPORT FOR BACKFILL MATERIAL. THE STEEL FABRICATOR. FOR ALL COI�NECTIOt�S NOT COMPLETELY DETAILED Ot� THE SIDE OF THE END JOINT• END JOINTS IN ADJACENT PLAI�KS SHALL BE AT LEAST 4 FEET
BASIC SEISMIC FORCE RESISTING SYTEI� IS ORDINARY REINFORCED STRUCTURAL DRAI�JINGS AI�D FOR AI�Y PROPOSED ALTERNATE CONNECTIOt� DETAILS. APART� AI�D END JOINTS IN ALTERNATE PLAI�KS SHALL BE MORE THAN 1 FOOT APART
CONCRETE SHEAR ALLS. F• NO BACKFILLING SHALL BE PLACED AGAINST GARAGE �JALLS UNTIL THE GARAGE y`HEN MEASURED ALONG THE SPAN OF DECKING, EACH DECK COURSE SHALL BE
� FLOOR AND SECOI�D LEVEL FLOOR ARE IN PLACE AND PROPERLY At�CHORED. E. ALL y�ELDERS SHALL HAyE EV�DENCE OF PASSING THE AMERICAN yI�ELDING SOCIETY SLANT- AILED TO THE TONGUE OF THE ADJOINING COURSE 1NITH 8d NAILS AT 24" ON
SEIS�IIC RESPOI�SE COEFFIENT CS 0.045 COt�CRETE SLABS SHALL BE PROPERLY CURED. STANDARD WALIFICATIOI�S TESTS AS OUTLINED IN A`IyS-D1 .1 . CENTER �IITH NAILING IN ALTERNATE COURSES OFFSET 15". NAIL EACH DECKING
RESPOI�SE M�D�F�CATION FACTOR R 4 COURSE TO THE SUPPORT �IITH 2 NAILS-1 STRAIGHT. 1SLAI�TED DECKING SHALL
i . LIyE LOADS ARE REDUCED PER CODE IF APPLICABLE. G. CENTER ALL FOOTINGS UNDER �yALLS. COLUI�IS OR GRID LINES UNLESS NOTED F, I�IN��IIJM 1NELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THA1� 3/16" CONTINUOUS BE GLUED IN THE GROOyE JOINT PER THE MANUFACTURER'S REC ENDATIOt� 1NITH
OTHERy�IISE ON PLANS, FILLET UNLESS NOTED OTHER�yISE. 40 PECENT GLUE COVERAGE.
J. CODE USED IN DES IGN: INTERNAT IONAL BU ILD�NG CODE� 2009 ED IT IOt�, H, COt�TRACTOR TO PROV�DE. AT H IS EXPENSE. F IELD DENS ITY TESTS 01� COI�ACTED G. FOR ALL BEA�I/COLUIyIH OR BEA�I/BEAIyI CONNECT IOI�S� PROV IDE HOR IZ0I�TAL SHORT 14, N01�-STRUCTURAL ELEMENTS
2. DEFERRED SUBM�TTAL F ILL UNDER FOOT INGS AI�D INTER IOR SLABS-01�-GRADE. SLOTS IN COI�NECT 101� I�IEIyIBER OIVLY (`HJT-SECT IOt�S, ANGLES OR SHEAR PLATES).
A, ELEMENTS SUCH AS NON-BEARING PARTITIOt�S. ETC. ATTACHED TO AND/OR
A, DEFERRED SUBIyI ITTALS PER SECT IOt� 1063,4,1 SHALL BE SUBM�TTED TO THE BU ILD�NG � • NOT I FY SO ILS ENG INEER 1�1-IEN EXCAyAT 101� IS COIvIPLETED SO THAT COI�D IT IOI�S MAY H. STRUCTURAL STEEL SUPPL IER TO FURN ISH L INTELS FOR ALL IrIASOt�RY OPEN�NGS PER SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECT IOI�S At�D
OFF IC IAL AI�D THE DES IGN PROFESS IOt�ALS AND REV�E�1�1ED PR IOR TO INSTALLAT I01�, BE INSPECTED PR IOR TO PLACEMENT OF AI�Y F ILL OR COI�CRETE. LOOSE L INTEL SCHEDULE OR AS SH01� OTHER�RJISE Ot� STRUCTURAL DRA�IINGS. OI�E OTHER STRUCTURAL MOVEMENTS.
END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALL01h FOR
B. DEFERRED SUBMITTALS ARE: J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRA�11JINGS. ELOI�GATIOt� AI�D SHORTEN�NG. B. FIRE PROTECTIOt� FOR ALL STRUCTURAL PARTS SHALL BE PROV�DED AND SHALL MEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTIOt� SPECIFIED BY THE
1 , PREFABRICATED ROOF TRUSSES 5. SLAB ON GRADE I , PROVIDE ANCHOR BOLTS FOR BEAI�S BEARING 01� �IASONRY UNLESS OTHER�ISE ARCHITECTURAL DRA�IINGS. STRUCTURAL STEEL MEIy�ERS SHALL BE CONSIDERED
2. STEEL PIECE DRAy�IINGS A, THE PREPARATI01� OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT NOTED. UNRESTRAINED UNLESS NOTED OTHER�yISE.
C. ALL DEFERRED SUB�IITTALS SFIALL BEAR THE STAIyIP AND SIGNATURE OF THE ACCORDANCE �IITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE J. PROV�DE TEIyIPORARY BRAC�NG AND PRECAUTIOI�S NECESSARY TO COIVIPLY �yITH ALL 15. GENERAL
LICENSED PROFESSIOI�AL ENG�NEER RESPONSIBLE FOR THE PREPARAT101� OF THESE COI�TRACTOR SHALL DIRECT QUESTIOI�S REGARD�NG THE SUBGRADE PREPARATIOt� STEEL ERECTIOt� STAI�DARDS AI�D TO �JITHSTAND ALL CONSTRUCTIOt� AI�D/OR
DOCUMENTS. REQUIREMENTS TO THE GEOTECHNICAL EN��NEER. �ATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COIvbLETED AND PER�IANENT A, ENGINEER'S ACCEPTAI�CE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIOI�S.
LATERAL SYSTEMS AND DECKS ARE IN PLACE.
3. TESTING. INSPECTIOtrS AI�D OBSERyAT10NS: B. MOVEI�ENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED B. VERIFY ALL OPEN�NGS THROUGH FLOORS, ROOF AND y�IALLS �yITH �IECHANICAL AND
TO BOTH THE SLAB AI�D OTHER PORTIOI�S OF THE SUPERSTRUCTURE. ISOLATIOt� K, STEEL FABRICATOR SHALL NOT RECE�VE ADDITIOI�AL COI�ENSATI01� FOR SHOP ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIOI�S, SIZES. LINTELS APJD
A, THE STRUCTURAL ENGINEER DOES NOT PROV�DE �NSPECTIOt�S OF COI�STRUCTION• DETAILS FOR PARTITI01� �yALLS. BASEBOARDS. PIPING AND OTHER ITEMS �IAY BE DRA�IING TIME FOR ANY REVISIOI�S TO ERECTI01� DRA�yINGS NOR FOR ANY REVISIONS REQUIRED CONNECTIOt�S ARE COt�TRACTOR'S COMPLETE RESPOI�SIBILITY, O
STRUCTURAL ENG�NEER MAY MAKE PERIODIC OBSERyAT101�S OF THE REQUIRED. REFER TO THE APPROPRIATE DRA�yINGS OR CONSULT 1NITH THE TO PIECE DRA�IINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRA�yINGS. � �
. COt�STRUCT 101�; SUCH OBSERyAT IOI�S SHALL NOT REPLACE REQU IRED RESPOI�S IBLE MEIyIBER OF THE DES IGN TEAM PR IOR TO COI�NECT ING ITEMS TO BOTH C. PR IOR TO INSTALLAT IOt� OF MECHAt�ICAL AND ELECTR ICAL EQU IPMENT OR OTHER ■�
INSPECTIOI�S BY THE GOVERN�NG AUTHORITIES OR SER�E AS "SPECIAL THE SLAB ON GRADE AND OTHER PORTIOt�S OF THE SUPERSTRUCTURE. 10. I�ETAL DECK ITE�IS TO BE ATTACHED TO THE STRUCTURE� ENG�NEER'S APPROVAL OF COt�NECTIOt�S
INSPECTIOI�S" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIOI�AL AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED 01� � �
BUILD�NG CODE. 6. CONCRETE A. UNLESS NOTED OTHER�yISE. DECK SHALL BE SHOP-PAINTED STEEL. SHALL BE OF ARCHITECTURAL AND STRUCTURAL DRA�yINGS. RESPECTIyE SUBCONTRACTOR � L
- THE TYPE CALLED FOR 01� THE FRAM�NG PLAt�S AND SHALL BE T� SPA1� M�N��UM SHALL FURNISH ALL NANGERS. COI�NECTIOI�S. ETC. . REQUIRED FOR INSTALLAT101� OF O
B. THE FOLLO�yING �yORK SHALL BE �NSPECTED BY THE SPECIAL �NSPECTOR UNLESS A, ALL CAST- IN-PLACE CONCRETE SHALL BE I�ADE �IJITH TYPE I/II PORTLAND CEMENT. If�-IERE POSSIBLE.SINGLE SPAN DECK CONDITIOt�S SHALL BE SHORED. DECK SUPPLIER HIS ITEMS. � �
SPECIFICALLY AIyED BY THE BUILDING OFFICIAL. STONE AGGREGATE AND SHALL SATISFY THE FOLLO�ING REOUIREMENTS: SHALL VERIFY CO�ATIBILITY OF HIS DECK FINISH I�I�ITH FIRE PROOFING REQUIREMENTS. O
� D. PROV�DE ALL E�EDDED ITEI�S IN STRUCTURE AS NOTED ON �CHITECTURAL.
1 . SO IL PREPARAT 101� CONCRETE ITEM F�C IyI IX TYPE MAX �H�/C RAT 10 � A IR REO. B. DECK ING SHALL BE �NSTALLED AND ALL OPEN�NGS �N DECK CUT AND RE INFORCED IN IyIECHAN ICAL, ELECTR ICAL AND STRUCTURAL DRA�IJINGS. IyI ISCELLAI�EOUS EIv�EDDED ' `
c. EARTH�yORK EXCAyAT ION. PLACEMEN7' AND COMPACT 101� OF F ILL _ _ _ _ _ _ ACCORDANCE �I�IITH IyIANUFACTURER'S STANDARD DETA ILS AND SPEC IF ICAT IOI�S ITEMS AND ANCHOR BOLTS SHALL BE FURN ISHED BY STEEL SUPPL IER AI�D INSTALLED �� v
AND IN-PLACE DRY DENSITY OF THE CO�IPACTED FILL FOR CONFORIyIA1rCE FOpTIHGS 4000 psi STD _ _ _ _ _ _ EXCEPT AS NOTED OTHER�II�ISE. BY CONCRETE CONTRACTOR, STEEL SHALL FULFILL ASTIrI A36.
�I�IITH THE APPROVED REPORT, FOUNDATI01� I�yALLS 4000 psi STD � .�
2. COI�CRETE C01�STRUCT 101� INTER IOR SLABS ON GRADE 4000 ps i STD 0.50 - - - C. �IJELD ING REQU IREMENTS SHALL 8E AS FOLL01�1JS UNLESS NOTED OTHER�I�1ISE ON DRA`II�INGS. E. PROV IDE ASPHALT IC MAST IC-COAT ING 01� ALL STEEL AND �y00D EXPOSED TO EARTH, � �
� c. PERIODIC INSPECTIOt� OF REINFORCING STEEL AND PLACEMENT• INTERIOR BEAMS. 1�IALLS _ _ _ 1 , ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH �� '�
b. PERIODIC VERIFICATION OF 1�yELDABILITY OF REINFORCING STEEL OTHER AND COLUIvO�S 4000 psi STD 0.50 _ _ _ INTERI�EDIATE SUPPORT AT SIDE LAPS PLUS Ot�E INTERMEDIATE POINT �yITH F, SUBM�T SHOP At�D ERECTI01� DRA�II1�GS TO ENGINEER FOR REVIE�I OF ALL STRUCTURAL � �
THAI� ASTIyI A706. SLABS ON METAL DECK 3500 ps i STD 0.50 5/8" D IAIyIETER PUDDLE 1�IJELD. PROV IDE �ELD 1�yA5HERS AS REOU IRED. STEEL. LAM INATED �1I�OOD FRAM ING MEMBERS. 1NOOD JO ISTS. PREBR ICATED ROOF TRUSSES
c. PERIODIC VERIFICATION OF USE OF REOUIRED DESIGN M�X. EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6�-8� 2. LONGITUDINAL JOINTS BET�IyEEN ADJACENT FLOOR DECK UNITS SHALL BE AND �IETAL DECK. THE MANUFACTURING OR FABRICATIOt� OF AI�Y ITEMS PRIOR TO �
d. COt�TINUOUS INSPECTION AT THE TIME FRESH COt�CRETE IS SAMPLED FASTENED TOGETHER AT 36 MAXII�UM SPACING �ITH 5/8" DIAMETER PUDDLE I�RITTEN REV�E�► OF SHOP DRA�IINGS 1NILL BE ENTIRELY AT THE RISK OF THE COI�TRACTOR,
TO FABR ICATE SPEC IIyIENS FOR STRENGTH TESTS. PERFORIyI SLUIvIP AND ++ IrIAX IIyIIJIyI SLUIvIP SHALL NOT EXCEED 4". �IELDS. FASTEN F�� DECK TO PARALLEL AI�D PER IIrIETER BEAI�IS AT 12" 01� CENTER,
A IR COI�TENT TESTS AND DETERM INE THE TEIvIPERATURE OF THE COt�CRETE. 3. HEADED ANCHOR STUDS SHALL BE �ELDED D IRECTLY TO STEEL BEAIVIS G. �IATERPROOF ING. V�'OR BARR IERS� �yATERSTOP� ETC. . SHALL BE AS SH0�1 Ot� THE
e. COt�TINUOUS �NSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATIOt� B• IF COI�CRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE Oy1�VER �IITH THROUGH DECK, ARCHITECTURAL DRA�yINGS AND AS �NDICATED IN THE SPECIFICATIOI�S. ,
TECHNIQUES. LETTER INDICATING COST REDUCTIOt� AT TIME OF BID. THE MODULUS OF ELASTICITY
f, PER IOD IC �NSPECT IOt� FOR IyIA INTENANCE OF SPEC I F IED CUR ING OF ALL COI�CRETE SHALL EXCEED y1�C1 .5 33'►rF'C (OR 57�000�F'C N�MAL `1�1E IGHT 1 1 , L IGHT GAGE FRAM ING H. ALL MASOI�RY AND STONE VENEERS SHALL BE ATTACHED TO INTER IOR AND EXTER IOR
TEIyIPERATURE AND TECHN IQUE. COI�CRETE). y�IALLS AS SPEC IF IED IN SECT IOt� 1405.7 OF THE INTERNAT IOt�AL BU ILD ING CODE,
3. STEEL CONSTRUCTIOt� A, LIGHT-GAGE �IETAL FRAM�NG SHALL BE THE SIZE AND GAGE SH01^N ON THE 2003 EDITION. CONTRACTOR SHALL USE HOHI�AI�N & BARNARD VENEER AI�CHORS, TYPE
O, ALL �IYELD ING SHALL RECE IVE COI�T INUOUS SPEC IAL �NSPECT IOI� C. COIVTRACTOR SHALL SA�C,'UT OR TRO`II�ELCUT JOINTS �N SLABS ON GRADE. JOIIVTS DRAI�IJII�GS. �COIVCRETE SEAL T IE" �1iERE STOIVE VENEER SHALL BE COI�NECTED TO CONCRETE �II�ALLS.
EXCEPT THE FOLLO�IING: SHALL BE SPACED 10 FEET AI�D SA`II�CUT OR TRO�ELCUT 1/4 OF SLAB DEPTH X 3/16" COI�TRACTOR SHALL USE HoH1�ANN & BARNARD VENEER ANCHORS. TYPE "X-SEAL AI�CHOR"
1 . �IyELD�NG DOI�E IN AN APPROVED FABRICATOR'S SHOP IN �IIDE �IITHIN 12 HOURS AFTER POURING, CARRY ALL SLAB REINFORCEMENT THROUGH B. FRAIrIING ROLLED FROIyI STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO AST�I A570. �IiERE STOI�E VENEER SHALL BE CONNECTED TO METAL STUD �ALLS. CONTRACTOR SHALL
ACCORDANCE �yITH SECT 101� 1704,3. JO INT. LATEST ED IT 101�� �IyITH A �I IN II�IUM Y IELD STRESS OF 33.000 PS 1. USE HOHI�At�N & BARNARD VENEER AI�CHORS. TYPE "D�ly-IOHS 1^HERE STOt�E VENEER SHALL
b. THE SPECIAL �NSPECTOR NEED NOT BE CONTINUOUSLY PRESENT BE COI�NECTER TO 1hO0D STUD �ALLS. ALTERNATES SHALL HAyE EQUAL OR GREATER
DUR ING �I�ELD ING OF THE FOLLO�IING ITE�IS PROV IDED THE �IATER IALS D, SLABS, TOPP ING. FOOT INGS. BEAIyIS AI�D 1NALLS SHALL NOT HAyE JOINTS IN A C. FRAIyI ING ROLLED FROIyI STEEL 16 GAGE AND HEAy IER SHALL CONFORM TO AST�I A570, COI�NECT 101� CAPAC IT IES. ADD IT IOI�AL INIRE CONNECTORS SHALL BE �NSTALLED PER
� � HOR IZOI�TAL PLANE. AI�Y STOP IN COI�CRETE �RK I�IUST BE I�ADE AT TH IRD PO INT OF LATEST ED IT 101�, �yITH A M�N��UM Y IELD STRESS OF 50.000 PS I . IBC SECT 101� 1405.7.
�IyELDING PROCEDURES AND QUALIFICATIONS OF �yELDERS ARE SPAN y�IITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHER�IISE
VER IF IED PR IOR TO THE START OF 1�yORK; PER IOD IC INSPECT IOI�S ARE SHOIhI�. ALL COI�STRUCT ION JO INTS SHALL BE AS DETA ILED OR AS REV�E�IIJED BY THE D. ALL �1rORK SHALL COI�FORIyI �I`IITH THE RECOGN�ZED STANDARDS AND CODES FOR I , ALL D IIyIENS IOI�S 01� STRUCTURAL DRAI^IINGS SHALL BE CHECKED AGA INST F IELD AI�D
.. MADE OF �IyORK IN PROGRESS; AND A y ISUAL �NSPECT IOt� OF ALL �ELDS EN��NEER, L IGHT GAGE �IETAL FRA�I ING, ARCH ITECTURAL DRA�yINGS.
IS MADE PR IOR TO COI�IPLET 101� OR PR IOR TO SH IPMENT OF SHOP
`IyELD�NG. E. ALL COI�CRETE �NJORK AI�D RE�NF�CEMENT DETA IL ING SHALL BE IN ACCORDANCE 12, N01�-SHR INK GROUT J. PRE-IVIANUFACTURED STA IRS HAI�DRA ILS AI�D GUARDRA ILS NOTED 01� PLAI� SHALL
1 . SINGLE PASS FILLET �IyELDS NOT EXCEEDING 5/16" �N SIZE. �yITH ACI BUILD�NG CODE 318 LATEST EDITI01�. UNLESS NOTED OTHER�IISE. USE HAyE ALL ENGINEERING, DESIGN AND DETAIL�NG PROVIDED BY STAIR DESIGNER AI�D
� 2, FLOOR DECK 1f�ELD ING. STANDARD HOOKS FOR DO�HJELS UNLESS NOTED OTHER�I`IISE. ALL EXPOSED EDGES OF A, N01�-SHR INK GROUT SHALL BE PROV�DED: SHALL BE SUBIyI ITTED FOR ARCH ITECTS REV�E1H BEAR ING THE SEAL OF A PROFESS IOt�AL
3. �JELDED STUDS 1^HEN USED FOR STRUCTURAL DIAPHRAGM. COI�CRETE �ORK SHALL HAVE 3/4 INCH CHAIyIFER, 1 , BET`fyEEN COLUIvN BASES AND CONCRETE OR MASONRY SUPPORTS. EN��NEER REGISTERED IN THE STATE OF COLORADO, STAIRS SHALL BE DESIGNED TO
4, �LDED SHEET STEEL FOR COLD FORMED STEEL FRA�IING 2. BETy1�EEN BEA�I BEARING PLATES AND CONCRETE OR MASONRY SUPPORT A LIVE LOAD OF 100 PSF, SEE ARCHITECTURAL DRA�►INGS FOR ADDITIOI�AL
EIv�ERS SUCH AS STUDS AND JOISTS. 7, REINFORCEIVIENT SUPPORTS. REQUIREMENTS AND CRITERIA,
5. �IyELD�NG OF STA IRS AND RA IL�NG SYSTEMS. 3. GROUT SHALL BE COIvIPLETE AND HAyE A M�N�M�1M COMPRESS IVE STRENGTH
c. VER IFY �IyELD F ILLER MATER IALS COt�FOR�I TO A�yS SPEC IF ICAT IOI�S A, ALL RE INFORC ING SHALL BE H IGH-STRENGTH DEFOR�IED BARS CONFOR�IING TO ASTM OF 6000 PS I PR IOR TO ADD ING BU ILD ING LOADS ABOVE.
AND IyIANUFACTURER'S CERTIFICATE OF COIVIPLIANCE IS REQUIRED. A615� GRADE 60 EXCEPT TIES. STIRRUPS AND PLATE ANCHORS 1hHICH SHALL BE
d. PER IOD IC �NSPECT 101� OF THE STEEL FRAME TO VER IFY COI�IPL IANCE DEFORMED BARS. AST�I DES IGNAT 101� A615, GRADE 40 OR ASTIrI A706 GRADE 60. 13. �OOD PROJ. NO. THTO
�IITH THE DETAILS SH01�V 01� THE APPROVED CONSTRUCTI01� DOCUMENTS SUCH
AS BRAC ING. ST I FFEN�NG� MEMBER LOCAT IOIVS AND PROPER APPL ICAT IOt� OF B. �II�ELDED �IRE FABR IC SHALL COI�FORIyI TO ASTIyI A185 GRADE 65 AI�D SHALL BE A, ALL FRAM ING AI�D TRUSS LUIv�ER SHALL BE DRY DOUGLAS F IR. LARCH� GRADED BY DRAWN: MSH, TJM
JOINT DETAILS AT EACH C NECTIOtr, LAPPED ONE FULL �IESH AT SIDE AND END SPLICES AND �yIRED TOGETHER, �IyESTERN �y00D PRODUCTS ASSOCIATI01� At�D CONFORM�NG TO INTERNATIONAL
e. VER IFY STRUCTURAL STEEL�ATER IAL CONFORI�S TO ASTI�I STANDARDS BU ILD ING CODE AS FOLLOy�I UNLESS NOTED OTHER�yISE. CHECKED: LC, LR
SPEC IF IED IN THE APPROVED CONSTRUCT IOtr DOCU�IENTS AI�D C, RE INFORCEI�ENT PROTECT 101� UNLESS NOTED OTHER�IISE:
M�►NUFACTURER'S CERTIFIED M�LL TEST REPORTS. 1 , CONCRETE POURED AGAINST EARTH 3" 2" THICK - 4" TO 6" 1�IIDE (�IJALL STUD Ot�LY) STUD Fb � 700 PSI
f, PER IOD IC VER I F ICAT ION OF H IGH STRENGTH BOLTS� NUTS AI�D �I�IASHERS 2, CONCRETE POURED II� FORIyIS (EXPOSED TO �IEATHER OR EARTH� 2" 2" TO 4" TH ICK - 6" AI�D �1111DER I�O. 2 Fb = 900 PS 1 APPROVED: HS
FOR CONFORMANCE TO ASTI� STANDARDS SPECIFIED IN THE APPROVED 3. COLUM�JS AND BEAMS (TIE BARS) 1 -1 /2" 5" THICK - 5" AND �yIDER N0. 1 Fb � 1350 PSI
COt�(STRUCT 101� DOCUMENTS AI�D MAI�UFACTURER'S CERT IF ICATE OF 4, SLABS AI�D �ALLS (NOT EXPOSED TO �IEATHER) 3/4" NOTED ALLO�yABLE STRESSES ARE �IIN II�IUI�S AND FOR NOt�REPET IT IyE USES PR IOR DATE: MARCH 4, ZO�O
CoMPL1AI�CE. TO ALLO�yABLE STRESS �NCREASES.
g. CONT INUOUS �NSPECT ION OF SL IP-CR IT ICAL CONNECT IOt� �IyITH H IGH p, RE IHFORCEMENT PLACEMENT At�D TOLERAI�CES SHALL BE IN ACCORDANCE �IyITH REVISIONS
STRENGTH BOLTS. PERIODIC �NSPECTION OF BEARING TYPE SECTIONS 7.5. 7.6 AND 7.7 OF ACI 318, LATEST EDITIOt�. B. ALL FRAM�NG NOTED AS CEDARR SHALL BE DRY y�IESTERN CEDARS GRADED BY `IyESTERN
COI�NECTORS �11�ITH H IGH STRENGTH Bo�rs. �I�IpOp PRODUCTS ASSOC IAT IOt� AI�D COI�FORI�ING TO INTERNAT IONAL BU ILD IHG CODE AS PERMIT SET RE-SUBMITTAL
1 . IhH ILE THE �II�ORK IS IN PROGRESS. THE SPEC IAL �NSPECTOR SHALL E. NO SPL ICES OF RE INFORCEMENT SHALL BE MADE EXCEPT AS DETA ILED OR FOLL01^IS: �ADDENDUM #1 O3IO4I�O
DETERMINE THAT THE REOUIREMENTS FOR BOLTS, NUTS. �yASHERS AND AUTHORIZED BY THE STRUCTURAL ENG�NEER, LAP SPLICES. 1�-IERE PERMITTED. SHALL
PA INT� BOLTED PARTS AND INSTALLAT ION At�D T IGHTEN�NG IN SUCH BE A �I IN�Iy�1M OF 48 BAR D IAIrIETERS FOR �16 BARS AI�D SMALLER AI�D SHALL BE A 2" TO 4" TH ICK-6" AI�D 1NIDER N0.1 Fb � 675PS I
STAI�DARDS ARE MET, FOR BOLTS REQU IR ING PRETENS IOt�IHG. THE M IN II�IJM OF 80 BAR D IAIyIETERS FOR �!7 AHD �8 RE INFORCEI�ENT UNLESS NOTED 5" TH ICK - 5" AND �IIDER H0.1 Fb s 675PS 1 0 ADDENDUM #2 03104/10
� SPECIAL �NSPECTOR SHALL OBSERVE THE PRE�NSTALLAT101� TESTING OTHER�I�1ISE. M�E ALL BARS COI�TINUOUS AROUND CORNERS. NOTED ALLO�yABLE STRESSES ARE M�N�MUMS AND FOR N01�-REPETITIyE USES PRIOR
AND CALIBRATIOt� PROCEDURES �-IEN SUCH PROCEDURES ARE REQUIRED TO ALLO�JABLE STRESS IHCREASES.
BY THE INSTALLATIOt� METHOD OR BY PROJECT PLANS OR SPECIFICATIOt�S; F, PLACE T`Iy0 �5 (PER 8" THICKNESS) 1NITH 2'-0" PROJECTION AROUND ALL OPEN�NGS �N
DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAyE BEEN DRA1hi� CONCRETE y�IALLS. SLABS. AND BEAMS. ALSO PROV�DE T�10 �►5 X 4'-0" DIAGONALLY AT C. �-IEN PRESERyATIyE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIOI�S AHD
TOGETHER AHD PROPERLY SNUGGED AND M�`I�TOR THE �NSTALLAT 101� OF EACH CORNER, NA IL ING SHALL BE ADEQUATELY GALVAN�ZED (DOUBLED IPPED OR BETTER). 0 OZ ARCHITECTURE
BOLTS TO VERIFY THAT THE SELECTED PROCEDURE FOR INSTALLATI01� IS
PROPERLY USED TO T IGHTEN BOLTS. FOR JOINTS REQU IRED TO G. CONT�NUOUS TOP AI�D BOTTOIyI BARS IN �yALLS AND BEA�IS SHALL BE SPL ICED AS D. TREATED S ILL PLATE LUIv�ER I�IAY BE HEIyI-F IR. STRUCTURAL //1 GRADE.
BE T IGHTENED OI�LY TO THE SNUG-T IGHT COI�D IT IOt�, THE SPEC IAL FOLL01^15: TOP BARS AT IyI IDSPAI�. BOTTOIyI BARS OVER SUPPORTS.
�NSPECTOR NEED ONLY yERIFY THAT THE CONNECTED �IATERIALS HAyE E. PROV�DE METAL CROSS BRIDGIN� NOT OVER 8' ON CENTER FOR ALL 2X �y00D JOISTS.
BEEN DRA� TOGETHER AI�D PROPERLY SNUGGED. 8, MAS0I�RY SOL ID BLOCK ING BET`1�1EEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANT ILEVERS First Chair
2. IyIOt�ITOR ING OF BOLT INSTALLAT IOt� FOR PRETENS�a`I�NG IS PER�I ITTED IS REQU IRED.
, g TO BE PERFORIyIED ON A PER IOD IC BAS IS �HEN US ING THE TURN-OF-NUT A, ALL MASOt�RY COI�STRUCT ION REOU IRES SPEC IAL �NSPECT IOI�S PER CHAPTER 17 OF
� IyIETHOD I�IJITH �IATCH�IARK ING TECHN IQUES. THE D IRECT TENS 101� IND ICATOR THE INTERNAT IONAL BU ILD ING CODE. F. FASTEN ALL �yt�OD MEIyIBERS �I`IITH COIyIVIOt� NA�LS ACCORD ING TO THE IBC SCHEDULE ISSUED FOR:
N MOIN�S DESIGNATEDEASASNUGETIGHTFNE DNTO BE�INSPECTED OI�LY 01� A D TABLE 2304-9.1 UNLESS NOTED OTHERy�IISE.
� PER IOD IC BAS IS. B. COI�CRETE BLOCK UN�TS SHALL COI�FORM TO ASTIyI C90, GRADE N• BR ICK SHALL PERMIT SET
o FULF ILL ASTIyI C62, C216 OR C652. MORTAR SHALL BE ASTIyI C270 TYPE S OR M. G. LAIrI INATED BEAMS
N 4, IyIAS01�RY COt�STRUCT101� 1 , ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12
� o, THE IyI IN IIyIUM SPEC IAL INSPECT 101� PROGRAIyI FOR IyIAS01�RY iN NoN- �, IyIAS01�RY SHALL COI�S IST OF COI�CRETE BLOCK \1�1ITH A M�N�M�1M COMPRESS IVE PERCENT �O ISTURE CONTENT IN ACCORDANCE �yITH �yCL IB. ALL S IZES SH0�1
�., ESSENTIAL FACILITIES SHALL BE AS FOLLO�yS: STRENGTH OF F'm OF 1500 PSI BASED ON GROSS AREA, ARE NET,
o, 1 , FROIyi THE BEG INN�NG OF I�ASOhJRY CONSTRUCT 101�� THE FOLL01^IING SHALL 2, LAI�INATED �IEI�ER SHALL BE DETA ILED AND FABR ICATED IN ACCORDANCE SHEET TITLE:
D BE VER IF IED TO ENSURE COIybL IAI�CE: D. �IALLS SHALL BE RE INFORCED HOR IZ01�TALLY AT 16" 01� CE�TIER 1NITH 9 GAGE 1NITH THE STAI�DARD SPEC IF ICAT IOI�S FOR THE DES IGN At�D FABR ICAT ION OF GENERAL NOTES
� o, PROPORT IOI�S OF S ITE-PREPARED MORTAR, GROUT AND PRESTRESS ING M�N�M�1M LADDER-TYPE RE INFORCEMENT MEET ING ASTIrI A82 MASOI�RY `I`IALL STRUCTURAL GLUE LAIyI INATED T IIy�ER� LATEST ED IT 101� AS PUBL ISHED BY A ITC.
�� GROUT FOR BONDED TEND0I�S. (PERIODICALLY) REINFORCEMENT, HORIZONTAL REINFORCING SHALL BE COt�TINUOUS AROUND 3. PROV�DE UN�TS COI�FORM�NG TO AITC 117. 24Fy8. D.F, FOR CONTINUOUS
o b, PLACEMENT OF IyIAS01�RY UN�TS AND COI�STRUCT 101� OF IyIORTAR CORNERS. MEMBERS AND CAI�T I LEVERS AND 24Fy4. D.F, FOR S IIrIPLE SUPPORT �IEMBERS.
n JOINTS. (PER IOD ICALLY) MEIyIBERS SHALL BE DES IGNED �II�ITH ZERO CAMBER �II�ITH TOP SURFACE CLEARLY
� c. PLACEMENT OF RE INFORCEMENT• (PER IOD ICALLY) E. UNLESS NOTED OTHER�I�IISE. MASOI�RY �H�ALLS SHALL ALSO BE RE INFORCED �1�1ITH STAI�ED Ot� EACH MEIyIBER. SCALE: AS NOTED
° d. GROUT SPACE PRIOR TO GROUTING. (CONTINUOUSLY) OI�E �y5 VERTICALLY AT �yALL ENDS. CORNERS. EACH SIDE OF DOOR OR �V��NDO�I
°��° e. PLACEMENT OF GROUT, (COt�T INUOUSLY) OPEN�NGS AIrD AT NOT OVER 2 FEET 01� CENTER TYP ICALLY, RE INFORCEMENT H, PLYrI�00D DECK AI�D/OR OR IENTED STRAI�D BOARD. SHEET NUMBER
� - m 2, THE INSPECTI01� PROGRAIyI SHALL VERIFY: SHALL BE FULLY GROUTED �N PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS 1 . PAI�EL THICKNESS SHALL BE AS SH0�1 ON THE DRA�II G. APPLICAT101� SHALL
O a, S IZE AND LOCAT ION OF STRUCTURAL ELEI�ENTS. (PER IOD ICALLY) ,4ND MEET AST�I C476. BE IN ACCORDANCE y�1ITH RECOI�IENDAT IONS OF THE A�ER ICAN PLYy1pOD
� b. TYPE. SIZE AND LOCAT101� OF ANCHORS. �NCLUDING OTHER DETAILS ASSOCIATI01�,
. w OF ANCHORAGE OF I�ASONRY TO STRUCTURAL MEMBERS. FRAMES OR F, ALL CIyIU y�IALLS REOU IRE A �IIN IIyIUI� OF 2- �5 �N BOND BEAIrI ABOVE ALL DOORS AND 2, EACH PAI�EL SHALL BE IDENT IF IED �IITH THE GRADE-TRADEI�ARK OF THE
� OTHER COI�STRUCT 101�, (COI�T INUOUSLY) 1�JINDO�S� AT FLOOR AI�D ROOF L �NES� AND TOP OF PARAPETS UNLESS OTHER�II�ISE AMER ICAN PLY�Iy00D ASSOC IAT IOt� At�D SHALL I�EET THE REQU IREMENTS OF ■
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. � �� ,� Sn � ���� O � • ~ • � e �
, • , HORIZONTAL �
ry � „ - , , � " TfT ° . REINFORGEMENT
_ 1O" �� 8�� L � , a • • m (TYP.�
_ - ` MATGH HORIZONTAL �
HSS 8X8 BBP2 I I/4" . � � (4)-3/4'� � � � ,n REBAR SIZE AND � �b VERTIGAL ''•
� i i _ W� RE� PLAN GONTI UOUS SPAGING (TYPa
(TYPJ
— � — � • •• • a
•
� �[ �'-O" MINIMUM
EPG . - -+' 3/4' X I'-O' X I'-8' �
er =Z
h h � - - �.J , .
- - - —+' m a �� � t � O� � #6 VERTIGAL (TYPJ • . ' • Q ' ' ' • •
� _ —.�. �W I � � • � � � � ° '
,. .
I I/ 6„ I I/�" ��
, � I I/ ' I I/�" . 3/4" = I'-O��
ry ry h GORNER BAR X �
8" GMU WALL FULLY 3'-4' P 9
TYPIGAL
- GROUTED BELOW GRADE ' GO HOOK �
HSS IOX6 BBP3 I I/4" (4)-3/4'� (50k ALLOWABLE) ��O)-3/4"m X 6" H.A.S. �
m , a
�5 AT 4'-O" IN FULLY
� I i EPD RE� SEGTION 8/54.07 MATGH HORIZONTAL
GROUTED GELLS REBAR SIZE AND � #6 �/ERTIGAL
_ _ � �5 X 0 SPAGIN6 (TYPJ (TYPa
ISOLATION JOINT .
. . 10" � 6�� , VERTIGAL m
. O
ryry
- - ` ' ' ax—°xa°x-� x—x� �x-x—x �.�x 4 x° � ��xxx�-xx°� CORNER INTERSECTION �� �
' I I/ I I/2" . ao:•0•O a0:•0•O eo:•0•O ao:•0• •0•:ou.°•0•:0�.°•0•:ot�.°•0•:o�r. �
. I I/ 4�� I I/2" '� ��°00�.�°oO�,0�o0'll.0.4' 0.0,�' o 00,�' �0 � �
tv ' EPE � —♦ 3/4' X I'-O' X�'^4' n• n o0. .Oo. Oo..��Oo�. � O,o;,. � �
� .� 0 � S � CT � 01�1 .2 0
HSS 4X4 B B P�. 3/4" -O� (4)-3/4'm '� � � a , � —
� ' • —� - - -a -_ 3/4" = i'-O �
� � � '�' a� � (3)-�5 GONTINUOUS 3/Ib" MAXIMUM X I I/4" 'O`
�1�1 � a a o DEEP SAW GUT }, V
� � � �
. . —+. � ..
h h � � 2'-0"
� � � #5 AT I'-O" � �
.�
a q, • � a ■ �
� In x�1`��I�Y�7t�1t��x�X�t
(80k ALLOWABLE) nI • '° a v �
. �
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6 S � C �' O 1�! 8 �oo..o�oo..o�oo..o��oo..o aoo..o�oo�.o��oo..o
. � �, � � �,�..
ry ry (14)-3/4"m X b" H.A.S. 3/4" = I'-O"
- 5AW GUT
HSS bXb BBP�j I" - � (4)-3/4'� NOTE� SAWGUT
� ❑ SLAB WITHIN 1�
_ _ � �'-O" HOURS AFTER POUR
s�4 AT�'-O" X 4" 4" HOUSE iGEEPING PAD
. . 2,_0„ 6" AT SIM. 5/8"m X�'-O"
ROD AT I'-6".
�1 h � GREASED ONE GOLD GONSTRUGTION
_ _ ry J END - TYPIGAL .101NT - TYPIGAL
V
a - o
I I/2" ,4�, I I/�" e a a a � ill �� :��t�. — x—azy�x..
I I/2" I I/2" � ° a e « .
x—yc � x—x—x—x` �—x �. o, o, o. o.
= HSS 4X4 B B P�O 3/4" (4)-3/4'� � , a � � , a 0•:osr. 0•:o�r. 0•:ov. 0•:ov. 0•:ob.°•0•:ob.°•0•:ob.
•0•:o� ° 0•:ott ° 0•:o� ° 0•:o�r.° 0•:o�.° 0•:o�.° 0•:o�.° 0:ob.° 0•:ob. �Oo°•0�'Q�°•�0,1�1�'Oo°•4�OIiC�L�Lf`�'Oo°.0�'Oo��Oo°.�
❑ .Oo°.O��Oo°0�' 0°0�' '00,��'O'0.0�' 0°0,�' '�0��'Oo°.4.��'Oo°�� - lll
r'
- DOWELED
i NOTE� I�" EMBEDMENT AT ANGHOR BOLTS WITH� I/�" � X i/� PLATE WASHER. � I /� T1'PIC.4L SL�B ON C�R�4DE
� � C � � OI � � SG/ CONTROL .4ND CONSTRUGTION �OINT
3/4" = I'-O"
GONTINUOUS STUD A
�� C T I O1�1 3 PROJ. N0. 7870
3/4��=��-o DRAWN: MSH, TJM
, �
EXTERIOR UJ.4LL MET,4L STUD SCI-IEDULE ��8 2_� TYP � �
CHECKED: LC, LR
� APPROVED: HS
�10 SGREWS ° � EDGE OF GONGRETE
UJALL HEIC��-IT STUDS AND SPAGING UJINDOUJ AND DOOR OPENING FRAMINC= TRAC�G CONNEGTION TO SLAB ' i AT I�-o" BUILT-UP HEADER ,
i , PER SEGTION A-A DATE: MARCH 4, 2010
s a�-b" , „ o�Nir�� s io�-o- � DOUBLE 5TUD EAGH SIDE 4"-18 GAGE T�RAGK WITH .145"� POWD�R ; ; '°' '
(WHERE 4" STUD 4"-18 GAGE AT 1 -4 (Ib) (�)-TRAGiG AND (I)-57UD HEADER AND 51LL , „ I6 GAGE GLIP WITH (4)-
IS NOTED) AGTUATED FASTEN�RS AT I -O i i �10 SGREVJ� EAGH LEG '� ' REVISIONS
S 10'-O" OPENING� S 10'-O" � DOUBLE STUD EAGH SIDE 6"-18 GAGE �RAGK WITH .145°� POWD�R OPENING WIDTH ., �gv� £° PERMIT SET RE-SUBMITTAL
6"-18 GAGE AT I'-4" (Iq) SE CT I ON B-B SE CT I ON C-G RE� AFZCH P cE�� p G �` ` �
(2)-TRAGIG AND (I)-STUD HEADER AND SILL AGTUATED FASTEN�RS AT I�-O° G�T7RUO�S��L ADDENDUM #1 O3IO4I�O
OPENIN6� 6"-18 GAGE TRAGK WITH .145"� POWDER G WHERE OGGURS � < �� �,,, � � �ADDENDUM #2 03/04/10
S 14'-6" b"-18 GAGE AT I'-4" (IG) S 10'-O' � DOUBLE 5TUD EAGH SIDE , „ i i `� '°'; � . , `� �'� , 2
(2)-T R A U G A N D �I)-S T U D H E A D E R A N D S I L L A G T U A T E D F A S T E N E R S A T I -O � � M ETA L S T U D S B g ��"` - �" ��>
i i RE� SGHEDULE 3
✓� ,�' •^°" �� r^'
I 1 ,�' :
NOTES � i I .
o k�� �'f f�� �5 x 4'-O��
� �
GONTINUOUS GENTER OF SLAB 0 OZ ARCHITECTURE
I. METAL STUD AND TRAGK PROPERTIES j j
TRAGK WITH �10 OR WALL
i i SGREWS AT I'-O"
a� Fy=33 �st min. 6" - 18 GAGE 5TUD 5mtn = .�� Ing Imtn = 2.316 In'F i i
G T1'PIG�4L DET�IL FOR
b� Fy=33 kst min.4° - 18 GAGE STUD Smin = .446 In� Imin = .8q� Ir� i � DOUBLE STUD RE� SGHEDULE RE -ENTRANT GORNE RS �4T First Chair
i i EAGH SIDE
� 2. AGGESSORIES - PROVIDE ALL AGGE550RIE5 INGLUDING BUT NOT NEGESSARILY LIMITED GONTINUOUS STUD CONGRETE UJ.4LLS �4ND SL�4BS
a TO, 'PRAGIGS, 5LIP5, WEB STIFFEN�RS, ANGHORS, FASTENIN6 DEVIGES,'t?E5ILIENT GLIPS, � � � � � O� I � ISSUED FOR:
`r-° AND OTH�R AGGES� IES�REQUtRED FOR A GOMPLETE AND PROP�R INSTALLATION, AND AS
N REGOMMENDED BY THE MANUFAGTURER FOR THE STEEL MEMBERS USED. � � PERMIT SET
o GONTINUOUS TRAGiG 3/4' = I'-O'
� WITH #10 SGREWS
c°\v 3. FASTENING OF GOMPONENTS SHALL BE WITH SELF-DRILLING SGREWS OR WELDING. 5Cf2EW5 OR WELDS AT I'-O" EAGH 51DE
� SHALL BE OF SUFFIGIENT SIZE TO INSURE THE STRENGTH OF THE GONNEGTION. ALL WELDS OF 6ALVANIZED SEGTION ,4-,4
STEEL SHALL BE TOUGHED UP WITH A ZING-RIGH PAINT. ALL WELDS OF GARBON SHEET STEEL SHALL BE T1'PIG�4L L IG�HT C�,4C�E STE E L SHEET TITLE:
� TqJGHED-UP WITH PAINT.
UJINDOUJ �4ND DOOR OPENINC�S TYPICAL DETAILS
°i 4. A 6' - 18 GAGE TRAGIC (GONTIMJOU�) SHALL BE THE MININUM HEADER AT ALL OPENINGS.
� S� C T I Oi�l g
� 5. AT ALL FLOOR TO GEILING 5TUD WALLS, ATTAGHED TO THE ST'RUGTl7RAL FLOOR AND'ROOF MEMB�R5,
o A�' DEEP TOP TRAGK SHALL BE INSTALLED. THE TOP OF THE STUDS SHALL ALLOW FOR FLOOR I I/�' = I'-O• SCALE: AS NOTED
� STRUGTURE DEFLEGTIONS OF UP TO 3/4'.
SHEET NUMBER
� � 6. BLOGICING SHALL BE PROVIDED WHERE REQUIRED FOR FIRE GODE AND SHEATHING.
m
O
H
>
� w
� �
_
�'t � .� G G.� D.� E.2 �.� H.� .J FOUNDATION NOTES
I DATUM ELEVATION I 00'-0" EQUALS 8167'-0"ACTUAL ELEVATION
I I I I
� I I i I � 2 [XXX'-XX"] INDICATES TOP OF FOUNDATION WALL ELEVATION
I 25'- 2 3/4" 6" 9'- 2" I 6'- 2" I 27'- 0" � I 2'- 5 3/8" � I 4'- 6 5/8" � 29'- 0" � I 7'- I I" �
. ��. . .
3 (XXX'-XX") INDICATES TOP OF FOOTING ELEVATION
58'- 5 I/4" 75'- 5 I/4" � � � 42'- 2 5/I 6"� �
4 CONTRACTOR ShALL FOLLOW ALL REQUIREMENTS LISTED IN 501L5 REPORT a
I II I I
� I 6'-8 5/8° � � � I 8'-8" � 8" 5 CONTRACTOR S11ALL PLACE (3)-#6 VERTICALLY FULL 11EIGIIT OF WALL AT
( I I I I I 0 4 I11GI1 SIDE OF ALL WALL STEPS t11G11ERT11AN 4'-0" IN ADDITION TO WALL R� C I 1 E G1 U�E
� � � � REINFORCEMENT S110WN OTt1ERWISE
II I ' ' ' ' s3 02 ' s3 oi � ' 1805 29th Street
i � � i � I I I � � WALL- � I� � 6 FLOOR ELEVATIONS St10WN ARE AT TOP OF GARA6E FLODR SIAB Suite 2054
I I I I I 7 FOOTING ELEVATIONS 5t10WN ARE MAXIMUMS AND MAY NEED TO BE Boulder, Colorado 80301
� r ___ _____ Y A 5 2 �______ ___ __� � LOWERED DUE TO SOIL CONDITIONS VERIFY CIIANGES WITIi STRUCTURAL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4
I -�- -�' --------- � i i o�- i i�� - ---- ----- ---- - [ i i i�- i� �� ,�
, - - - - - - - - ;; - - - - , - - - - - - - - -,- - - - - - , , ,,,,� , phone303. 49.8900
� I 7 I .,, - - - - - - ` - - - - - - � - - - - - - - - - - - - - - I ENGINEER
I II , r
1 (99'-O")� R I I I � � � 8 PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR NATURAL
i � � � i I I 5303 � �` � � � � � � RF 10/SI 01 � °� � GRADE AS OUTLINED IN 501LS REPORT
3 - I I 5/ I I - 7 5/8 I 2 - 5 I/2 � � i � � I � � � , � �.
I I 2 I � 2 � � I00'-0" � � � � (TYPICAL) � �`, � � cn
i I I I I I I � ` � I I I I I `y i O 9 UNLESS OTIIERWISE NOTED-ALL SLAB ON Gf2ADES ARF 5"TI11CK WITIi
53 01 � EMBED PLATE ABOVE � S3 01 i S3 01 � � � � � � , �
I � i i i I I , O � � � 6X6 W2 I X W2 I WELDED WIRE FABRIC
I I I T O SLAB � I � i
(TYPICAL) RE 51 01 - 100 0 - �pq8+��93PB�F�
I II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - F3 I � I I I DRAIN � � � S301 10 PROVIDECONTROLJOINT50RCON5TRUCTIONJOINTSA5SI10WNON `�'��Op'�'�!D1r���'°
6X6ABOVE 8 � II _ _ _ _ - � � - - - - - - E- - - - - - - - - - - -� - - - - - - - - - �' I O ���' , �� •-�r
WALL I _�_ I I I I T O SLAB � � FOUNDATION PLAN MAXIMUM SIZE OF EACi1 AR�A 511ALL NOT F�CCEED �+�„�a•, ��."�""' �,'�"'�
IYPICAL WITI1 FOOTING _ � � � � f - l I I I I � � I .,4 f -s ' �Fp�.���M�
53 01 _ - - STEP DRAIN 1 I 00 Ff2 4 1 ;�_
- - - EMBEDPIATE — - - - - I - -STEP- - . _'— � _ �� ' - -- I - -J I- - I � I - - - - - - - �- I - -i- - - - - - - � 1 � �
T , . _ �I — - — �, x� ,,, .,. , �,� - ���x '� � �
� I I'� I I CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITIi � ,;;m� "�'�
, _ _ - � 2„� � � I _ � � - - - - - -I - - - - - - - - - - - - - - - ���- - - - - - - - -'- - - - - -'�- - - - - - - - - - � - - - -'i - - - - - - -'�- - - - - - s1 II r - - -r J � � I I ARCt11TECTURALDRAWINGS .n �
�0 2'�� "� WALL STEP_ - '�' � 1' 'S �� '� _ _ k � '� i I 00'-0" I�� � I 00'-0" � �I- - - � �� i � i I I `°'-�' ��., '�'
i � � ��� , _ -rr � � � �� ( (99 -0 ) � � ❑ DRAIN � � 2 . „ �.����
� � 0" - � � I ' � i % � � T O SIAB '� �� � � T O SLAB �� hSS 6X6X I/2 �� 8 � � � I 2 CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS DIMENSIONED '�6``d ' � l',.�3;,•`,
�96 - - � � - - � - � � I ,, '� � BBPI �I ,� , �:.��, ��;,,.
O - i _� - ' - ' K i� � I � � , I I � � I � S3 O I � 0TIIERWISE ON FOUNDATION PLAN `�>e+� Q; ��',� 4i
- WALL STEP RE 10l51 01 I _ _ - � _0") p , ( ( i x I i �' I ;i I i ; 51 01 � I I s��`��=�ts� �'���
� .. , g �;'
_' _ � i _ _ _ , - ( " O_ I I � � I I I' �I ;I (I ,, I ,' i I� ,� i � I I � I 3 REFER TO ARCIIITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS AND
� � 109' _0"� � � _ _ � i 4 ( � i � i � � ;� i� ��� � � � �� I� ;,� i i � QDRAIN ��- 0° �4'- 0" i �o
� � I 68 55° '� I I I, , LANDING SLAB ELEVATIONS
� - --� - � � � � S3 01 � � � " � � ;�, '� hS9 I OX6X I/2 �� I I1SS 8X8X I/2 � F6 1155 SXBX I/2 F4 I � � F5 I tiSS SXBX I/2 �0�� �
",� � �_ � -� �r, i � � � �� F5 � � (99� 0 ) i � � �i F5 � BBP3 ��i ,I F5 �i' BBP2 i' O i BBP2 �I ;, � � I B6P2 � , i I 4 ALL 51TE WALLS NOT SI10WN ON Tt115 PLAN S11ALL BE BUILT PER ARCIIITECTURAL
_ � �, - � � 10 � � �-I � � * � I j I i - - -I- - - i 1� ;� i - - - - - i �, (98 - 6 )� �� � I ; I LANDSCAPE PLANS, DETAILS AND ELEVATIONS SITE WALLS St1ALL NOT BE
V� � °I BLOCKOUT 1 7 -0 7 I i_ lii i, �I r - - - � - - - �
� I 4 10 I/8 CL COL I I k I I �I I �, I i I �; � I � j � , I I r I I � I CONNECTED TO TI1E BUILDING UNLESS NOTED OTIIERWISE
I� r I I I I i I I r - -
"� � �� I i I i � � , WALL STEP
- � � RE ARCI1 � O 5302 3'- 0 I p I I ; i ;i I �� I i �� � I� i I , � , - - - - - - - - - - - � I
1— - - - - - - - - - - - � - - - - - - - �_ I r,< x xrr � �
,_, � - � - - (h I I - — - • r�� r�, x. �w r J,.w,.r,.� � I
� i i [109-0"]j � - - - �8 � \ 109 07 ' S1 01 i _ _i_ J � r_- � i I I �I _ _ _i_ I , i i i _ _ i _ _ ��, 2 _ I -}— - _ � - — �— - —t- - __, - � - � � � � - — - — - — - - �.S I 5 STONE VENEER 5t1ALL BE ATTACIIED PER SECTION I 405 -SEE STRUCTURAL
- � - - _ _ i � � � � - - - - r _ - � _
� i � _ � _ � ,_ , � __— - _ _ _ _ _ r T I i i i i ' I � � �� � � , � ____ _- -_- __ - - -_- �_ � GENERAL NOTES, Sf1EET S f 00 FOR ADDITIONAL REQUIREMENTS
- - � I
�- -- - _ J
� ______ _ ___ , Y� �_ � ' � � 02 I I I � � -- --�— � — - - - - - - �-- �
- Y nk�rrr, .�,r,ry,: r,hv��vr�w, �n-.nnru C
�--1-_- — ' _ L _ � � � � � � ✓3 I W I L _ _ _ _ J � � �
I _Qr4 - _ _ _ _ _ _ _ _ Z _ _ Z _ _ _ _ J I L _ _ _I' _ _ J L _ _ _ _ _ _ J _ _ _ ' _ � �
� - - - - - O� � (99'-0") � �
- - - � - - � - - - - 1- - - - - - � � TJ �, �„ } (99'-0") ,
START I � [I 07'-0"] in m WALL STEP � � � Jcd WALL � � 11SS 8X8X I/2 (99'-O") I (99' 0") I I J BBP I � 99'-I 0" � ,,,� i I FOOTING
WALL � �, � � (96 0 ) ,� i 'f� 2 I � � i � u� f1SS 6X6X3/8 I I 7 �
SLOPE i �I , �8/S3 01 �D 5 ,n � � i � STEP S5 03 , ,
1155 6X6X I/2 ggP2 I I SLOPE I SLOPE � � STEP
' " —� ~ T O SLAB � � � hgg 6X6X I/4
� I 100-0 �
i I f ' ' �� � J � �_ �� i � I 1155 6X6X I/2 -- - - " --- "
� 100'-0" � I I _ � ` i � BBP5
i ,, ; � 55 03 N 2 � i � i Z T O SLAB I I
� � 8 0 lYP 5 � ( I 00'-0" � ( � �_ _--_---_----_ _-_-�o- - - , �
� �� � �
� i i , i , � 5 SLAB ON GRADE WITI1 6X6 �
T O SLAB o I � � � " DRAIN � 99-3 �
i I 'L' W2 I XW2 I WWF I I I � '
W I I �o S� 5301 ^ i � I � I (� � TO SIAB i I i- - - - - �
�
p � i � � 'Li � � � ( � I00'-3�� 0 99'-9" � I I � � 4�� � �
N � � ' � � �
cn ^ � '^ � �
� ; i � i � ( � T O SLAB � �T O SLAB � � 8 3/4" 9'-4 I/4" o I � I _ N - -
I I I I ' I , � cV �I
� ' ' � � � 5 � i ', � I N I SLOPE SLOPE 3'- 2 I/8" 3'-8 3/I 6° I �p � � � � - , '
I � � I � I i I ~ i �— I'6"TI11CK FOOTING 6�� 2�- ��� � � I � - i �
- --------- - - - -- - - --- � u,-t15S 6X6X1/4 �
I I ' I' �.o S3 01 3'- 0° i 5 I 99'-7° � WITti#6 AT 10"EACti � I -- --- ---- --- ---- - - -- � - � � BBP5
� _ � � ' � I � I WAY TOP AND BOTTOM � - - - _ - _ I O
[I 02-0 l I , � I WALL S3 02 DRAI N w T O 51AB (94'- 0") � � � � �
I I I I� I � - , S I 0 I 1155 SXSX I/2 11SS 8X8X I/2 I � I_ _ _ _ _ �
- -
F� i E � i STEP � 1155 6X6X I/2 � (96'-0") F5 I� � I1SS SXBX I/2 � � � SUMP � _ � � BBP2 F6 I _ � BBP2 � I I
` I � I1SS6X6X1/2 - -� - - -_ - � 11556X6X1 2 m PIT I � iN � �- - t - - - , � - - - - - �
�
�r,�t BBPS �T I r I I � I � - - -�- - � BBP2 — BBP I / r - - - �I � ; 3'-O"� i I I 99'-6" I � I I , � I � �
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STEEL FRAMING NOTES:
I <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION TYPICAL BEAM ELEVATION Tt11S
I I I I i FLOORSIIALL BE I I I'-5 I/2" UNLE59 NOTED OTIIERWISE
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I i ON 2"- 20 GAGE METAL DECK UNLESS NOTED OTIIERWISE MINIMUM COMPOSITE
I I I I I i � I0'-4" I I'- 9 I/8" 6'- I O 7/8" � i DECKSECTION REQLUIREMENTS ARE AS FOLLOWS Ix = 0 4I 5in4, 5x = 0 360in3
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� � � � � I METAL DECK(6 I/2"TOTAL)511ALL BE REINFORCED WITI1 6X6 W2 I X W2 I W W F
I i I i i i � WITI1 #4 X 4'-0"AT 2'-0" OVER GIRDERS
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I I I I I AT CENTER SPAN AT 3 �k IRE IGENERA NO ES FEOR CONNECTIONA ESIGNORFQUIREMENT'9 WIR1ERE REACTION
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I I ( I 15 NOT SF10WN ON DRAWINGS MINIMUM DESIGN REACTION SIIALL BE I 5k
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II I I I I I I � � 2 I 2 2X I 2 AT 2'-0" 4 (XX) INDICATES NUMBER OF 5/8" DIAMETERX 3 I/2" t1EADED ANCIIOR STUDS Boulder, Colorado 80301
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�t B G D � G H J WOOD FRAMING NOTES•
I ALL WOOD FRAMING JOISTS SIIALL BE BCI 6000/I 7 OR BCl/90 TYPE JOIST AS
MANUFACTURED BY BOISE CORPORATION ALTERNATES SIIALL 11AVE EQUAL OR GREATER
I I I I I i i CAPACITY AND SIIALL BE REVIEWED BY TI1E ENGINEER OF RECORD
I
25'- 2 3/4° I 9'-8" I 38'-0" I 9'- I I 5/I 6" I 37'- 6 I I/i G" I 6'- I 3/4" I 24'- I I 3/4"
2 "VL" INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE CORPORATION
ALTERNATES 511ALL h1AVE EQUAL OR GREATER CAPACIIY AS LISTED IN TI1E
I I I I 5 I/2 I I I STRUCTURAL 6ENERAL NOTES
Q
I 1 I I I I� I I 3 � INDICATE9 COLUMN DOWN ONLY MULTIPLE 2X FRAMIN6 NOTED ON PLANS R� C N I 1 E G1 U� E
^ I I I I I I I I I 0 ( 4 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR
I ( I I' I S4 01 � FOOTING BELOW, OR IS LABELED UP ONLY'
1805 29th Street
i i i I i ALL TRELLIS FRAMING MEMBERS 6X8 I 6X8 I 5 < > INDICATES TOP OF BEAM ELEVATION OR PLATE 11EIGIIT ELEVATION Suite 2054
I I TOPS OF FLOOR BEAMS TI11S FLOOR St1ALL BE I 2 I'-5 7/8" U N O
SIIALL BE CEDAR NO I GRADE I I � - - �-_ --�;
I I I ORBETTER _ _ ___�_�_._._ ___��_ _ _5 I/4"X I I 7/8"VLRIM__ 53A J j-A_µ__l^^-^^�^F^ i Boulder, Colorado 80301
'�, _ ____ __ _ _ _ ---- -- --=-- ,.t_ _ ,__ �� — _ — _ — 6 INDICATES TOP OF STRUCTURAL FLOOR SIIEATIIING ELEVATION
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54 01 —_ , � 3X I 2 I I ;� ;� � � i, , i , I-__ 5`�h- -_��_- _ �'�I UNLESS NOTED OTIIERWISE ALL 11EADEf�.S 511ALL BE BUILT OUT TO 5 I/2" (3 I/2")WIDTII
v m � m TYPICAL i �� �� ,� I� (2)-I I 7/8 VL ��y-��- ---- �.=�_L°,+I, BY ADDING PLYWOOD SPACERS AS REQUIRED
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54 01 �p ap � �, ' � 6X8 c� �t ��I ,f, � i I „� I � 8 ALL COLUMNS S11ALL BE (3)-2X6 UNLESS NOTED OTIIERWISE
5401 3X10 � 3X10 � x x x x x ,� ��- _ �a� _��� �f; ' � � -'i�� ��ti,EC�3lPB•
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� � � x x x � � ii i � !� , „`,_, 2 ''� �, ' ' 9 WOOD COLUMNS 511ALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF e,�w��°'���'�'"L�? � g��,
� m �o IN �� � � a w �:�,��F o,�
� � , �I; N � `� � ;I �`�=�=�-� � ��' Q TRIMMERS 511ALL BE ADDED TO NOTED COWMN SIZES AS REQUIRED � �`���',�� -������^w. �� �
i I - -- - ---- - - --_- � �' I I m 10 INDICATES INTERIORBEARING WALLS FLOORJOISTS BEARING :, y ✓t Lb,g`���
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�
� B G D � G H �I WOOD FRAMING NOTES:
I ALL WOOD FRAMING JOISTS SHALL BE BCI 6000/I 7 OR BCl/90 TYPE JOIST AS
MANUFACTURED BY BOISE CORPORATION ALTERNATES SIIALL I1AVE EQUAL OR GREATER
i I i I I I I CAPACITY AND SIIALL BE REVIEWED BY TI1E ENGINEER OF RFCORD
I
25'- 2 3/4" 9'-8" 3S'-0° I 9'- I I 5/I�" 37'- 6 I I/I 6" 6'- I 3/4" 24'- I I 3/4"
2 "VL" INDICATES VER9A-LAM BEAMS, AS MANUFACTUR�D BY B015E CORPORATION
( I I 5 I/2° I I � ALTERNATES 511ALL t1AVE EQUAL OR 6REATER CAPACITI(AS LISTED IN TI1E
STRUCTURAL GENERAL NOTES
a
� I I � � �� � � 3 � INDICATES COLUMN DOWN ONLY MULTIPLE 2X FRAMING NOTED ON PIANS
( I I I I I I 0 LOW ROOF 4 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCf�TE WALL OR R� C N 11 E C 1 U� E
_ I I I ( I I I I S4 01 I FODTING BELOW, OR IS LABELED"UP ONLI^'
I I 1805 29th Street
� � � � �
5 < > INDICATES TOP OF BEAM ELEVATION OR PLATE 11EIGIIT ELEVATION
I I I� II III TOPS OF FLOOR BEAMS TI11S FLOOR 511ALL BE I 3 I -0 I/2 U N O Suite 205
i
Boulder, Colorado 80301
�
I j j �� !i (l, 5 I!4"X I I 7/8"VL RIM,_ S?A ____ _ _ I _ _ _ _ _ _ _ _ _ � 6 INDICATES TOP OF STRUCTURAL FLOOR SI1EATi11NG ELEVATION
I I I I ��" I I� ',
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phone 303.449.8900
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� � S4 01 � I � S3D
54 01 � �; _ `��� � UNLESS NOTED OTIIERWISE ALL 11EADERS SIIALL BE BUILT OUT TO 5 I/2" (3 I/2")WIDTII
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� �4 � � 9 � m � � � ___ ____--_-. � - — _L-�--- N � �; ;� y p �� � 9 WOOD COLUMNS SIIALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF �•;�,��; �Y{e..����Pm,,
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�'c B G D � G H J WOOD FRAMING NOTES
I ALL WOOD FRAMING JOISTS SIIALL BE BCI 6000/I 7 OR BCl/90 TYPE JOIST AS
MANUFACTURFD BY BOISE C�RPORATION ALTERNATES S11ALL 11AVE EQUAL OR GREATER
I I I I I I � CAPACIIY AND SIIALL BE REVIEWED BY TI1E ENGINEER OF RECORD
i �
I 25'- 2 3/4" I 9'- 8" 38'- 0" I 9'- I I 5/I 6" I 37'- 6 I I/I 6" 6'- I 3/4" 24'- I I 3/4" „ „
2 VL INDICATES VERSA-LAM BEAMS, A5 MANUFACTURFD BY B015E CORPORATION
5 I/2" � ALTERNATES 511ALL 11AVE EQUAL OR GREATER CAPACITY AS LISTED IN Tf1E
I I I I STRUCTURAL GENERAL NOTES �
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� � � � � �� � 3 � INDICATES COLUMN DOWN ONLY MULTIPLE 2X FRAMING NOTED ON PLANS
. I I I I I I 0 I 4 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR R� C H I�E C1 U�E
~ I I I I I I� I S4 01 � FOOTING BELOW, OR IS IABELED"UP ONLY"
I 1805 29th Street
I5 < > INDICATES TOP OF BEAM ELEVATION OR PLATE IIEIGIIT ELEVATION Suite 2054
I I I I I �� I�-====—i=====r I;�"�__—._;—=_—,�, �_ ��
TOPS OF FLOOR BEAMS TI115 FLOOR 511ALL BE I 40 7 I/8 U N O
( I I I " � ' � ;���� � ' '��'� ' ';� ' Boulder, Colorado 80301
� ! I� ;15 I/4'X I I 7/8"VL RIM ___ _ _ _ _
I I I I � S�� �I j'; ,N_ i � - _ _ _ _ _(_ _ _ _ _ _ _ _ '� 6 INDICATES TOP OF STRUCTURAL FLOOR 511EATI1ING ELEVATION hone 303.449.89�0
5 �� �f i ' � OPEN � N � p
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S4 01 �(2)-I I 7/8" � , r- �_ S2C _� UNLESS NOTED OTIIERWISE ALL t1EADERS SIIALL BE BUILT OUT TO 5 I/2° (3 I/2")WIDTII
� �'' '� � �i x � j p,=-� I BY ADDING PLYWOOD SPACERS AS RFQUIRED
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x x x � �' � �; 2 I 9 WOOD COLUMNS 5t1ALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF ��6, c'Pl,�,LD,�,: �+,�,
i � � i i i �!_ �_ � �• ��� ,,...�,,,. 0, >
' � `n � _ - - - - - (4)-2X6 - - -r_h155 4X4X I/4 - -, - -_, '� � 1155 4X4X I/4 (5)-2X6 I � ' ^___= =� U Q TRIMMERS SIIALL BE ADDED TO NOTED COLUMN SIZES AS R�QUIRED -� !:, •y� � �.n m,.
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�, � '�'��, I ;� � ,I�i; � �n ' - i� - -� � '� " � '' - - -_ - , � � � - �� � � � I O / , / INDICATES INTERIOR BEARING WALLS FLOOR JOISTS BEARING ' �
I I I �� "__.__ — I �i; '� 'i'�jijl i ���,i' —
� S G D � G H J ROOF FRAMING NOTES. ,
I ROOF SI1EATt11NG 5/8" (40/20 SPAN RATING) STAGGER PANEL END JOINTS AND FASTEN WITIi
I Od NAILS AT 6" MAXIMUM ALL EDGES AND I'-0" MAXIMUM OTIIER SUPPORTS (SEE ROOF
� DIAPIIRAGM NAILING SCIIEDULE FOR ADDITIONAL REQUIREMENTS)
I I I I I I
I25'- 2 3/4° I 9'-8" I 38'-0" I 9'- I I 5/I 6" I 37'- 6 I I/I 6" I 6'- I 3/4" I 24'- I I 3/4"
2 RE ARCt11TECT FOR ROOF SLOPES AND BEARING PLATE 11EI6tiTS NOT NOTED
I I I 5 I/2" �
I 3 ALL IIEADERS 511ALL BE (3)-9 I/2"VL UNLESS OTf1ERWISE NOTED ALL 11EADERS 511ALL BE
I I I I I I� I 2 BUILT OUT TO 5 I/2"OR 3 I/2"WIDTfi BY ADDING PLYWOOD SI11MS AS RFQUIRED Q
^ , i I I I I I I I 54 03 I 4 ALL 11EADERS LONGER TI1AN 5'-0"SIIALL REQUIRE TWO TRIM 9TUD5 AND TWO KING STUDS R� C N 11 E C 1 U R E
� EACIi SIDE
II ( I I I - (2)-2X8 STRUCTURAL (2)-2X8 STRUCTURAL � 5 ALL BEAM TO COLUMN CONNECTIONS, BOTI1 TOP AND BOTTOM SIIALL USE SIMPSON PLATE 1805 29th Street
__ L._..FASCIA�_ FASCIA ' I CONNECTORS UNLESS NOTED OTIIERWISE ON DEfAILS Suite 2054
� � � I I I� I
I I ( � J J _'_'_' _I___ _" l
Q Q Q Q Q _,�_I�� _ _ I I fll�� � I � f � �,E � 6 ALL EXTERIOR WALLS 511ALL 11AVE CONTINUOUS STUDS FROM FLOORTO ROOF Boulder, Colorado 80301
i i i � � i � i � v i_f ;'r-- _---- --- --- �i 7� '? - - - � (2)-2X8 STRUCfURAL='�— - — - — — - p
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EXTERIOR WOOD STUD
WALL WITH SHEATHING
5" SLAB-ON-GRADE OVERFRAMIN6 6 I/�' GONCRETE SLAB
WITH bXb W2.IXW.21 W.W.F. RE� PLAN ON�' METAL DEGiC WITH �X6 TREATED WITH
6 1/2' GONCRETE SL.AB 6X6 W2.1 X W2.1 W.W.F. I/�"m X 4" ANGHOR
#5 GONT. RE� PLAN ON�' METAL DEGiC WITH
i � ��-p° bXb W2.1 X �Xb TREATED WITH LT T '-O"
I/�"� X 4" EXPANSION STONE GAP �
BOLT AT�'-O"
#5 AT�'-O" X� � [XXX'-XX" 6" X 6" X 3/8" EMBED
I6 GA. TRAGiG WITH i h ry [XXX'-XX"] STONE GAP PLATE AT 3'-O" WITH
I/�"� X b" EPDXY (2)-I/�"m X 4" H.A.S.
ANGHOR AT 3'-O' EXTERIOR METAL STUD � r°�`���/�`��°,�,e�����''���,���,�°'�� o x�x [XXX'-XX" 6" X b" X 3/8" EMBED x—x—x—x
[xxx�-xx°
SLIP JOINT METAL ROOF
STONE GAP
5" SLAB-ON-GRADE 8'
ROOF SHEATHING X DEG � �
WITH bXb W2.IXW2.1 STEEL GOLUMN
W.W.F. a RE� PLAN WITH I i EXTERIOR 4" METAL
BASE PLATE STUD WALL WITH
STONE VENEER L��-�5 X GONTINUOUS RE� PLAN �
ti RE� ARGH. _ � a 4 RE� SGHEDULE I ' SHEATHING
t I i
STONE VENEER
�, � 8" GONGRETE WALL a a I6 GA. TRAGiG WITH � �
� �RE� ARGH.
Q Q WITH �5 AT I'-O" i i
EAGH WAY a I/�" � X 6" EPDXY i � i [XXX'-XX"]
= ANGHOR AT 3'-O" i �
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I/4" END PLATE WITH
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RE� PLAN WITH PLYWOOD 6X8 POST
SHEATHIN6
FLOOR SHEATHING FLOOR SHEATHING
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EAGH SIDE I I '�I� � A� C H I 1 E CT U � �
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Suite 2054
STEEL BEAM RE� PLAN
3i4�� Boulder, Colorado 80301
WITH�X TOP PLATE (4)-I/�" m
WITH I/�"� BOLTS FLOOR JOIST RE� PLAN THRU-BOLT hone 303.449.g9��
AT 2'-O" FLOOR JOIST GLU-LAM BEAM P
I I/8" GONTINUOUS I I/8" VERSA-RIM RE� PLAN WITH RE� PLAN
POST OR STUD PAG1G LVL RIM AND BLOGK 5041D AT HANG RSITS
(3)�X MINIMUM GONTINUOUS JOIST POSTS
BLOGiG SOL I D AT POSTS
� � � � � O� I j � SIMP�.�ON A35 OR LTP5 �/L FLOOR BEAM
� � � GLIP AT SHEAR WALLS RE� PLAN
3/4° = I'-O" RE� SGHEDULE �� � � � O I � I �°����'�,�el���^a,�c���
NOTE� RE� 13/54.0� .'�,���tJf��-LD/.e� ss�,
C /^ � IQ FOR RAILING 3/4" = I'-O" ,� ! �� `'�
V V � � O 1 l V � f � r')C"`k �Q�'.v
� INFORMATION `` " ��✓ �v.'�•� w
3/4" = I'-O" I I/�" GYPGRETE � ��� ���
I/4" END PLATE �� � � � O T� I � TOPPING °_i �1' ��
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i j SHEATHING FLOOR SHEATHING
i i STEEL POST SIMP�.�ON A35 OR LTPS
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2X6 INTERIOR BEARING
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WITH JOISTS WITH PLYWOOD
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WITH SHEATHING IS SHOWN ON PLAN AS
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�'� RE� sACHEDULER WALLS DRAWN: MSH, TJM
ili
I I �� C � � O I �l � CHECKED: LC, LR
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RE� GENERAL i i STEEL BEAM RE� PLAN
NOTES FOR GONNEGTION i i WITH�X TOP PLATE
i ii�° GYPGRETE DATE: MARCH 4, 2010
DESIGN REQUIREMENTS � i WITH I/2"m BOLTS a
STEEL GOLUMN � i AT 2'-O" TOPPING 8" GONGRETE WALL
° � WITH #6 AT I'-O" REVISIONS
FLOOR SHEATHING VERTIGAL AND
RE� PLAN WITH � � ii�° STIFFENER PERMIT SET RE-SUBMITTAL
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� �� C � � Oa , � � TYPIGAL H55 BRAGING � a
i�I AT FLOORS FLOOR _lOIST FLOOR SHEATHING
RE� PLAN 8d NAILS PER 1 1/�" GYPGRETE ' � "' '
3�4� _ ��_O� SHEAR WALL TOPPING
SGHEDULE
FLOOR SHEATHING s (2)-�5 GONT. 0 OZ ARCHITECTURE
�, ... , �n
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2 I/�" NAILS IN (�)-ROWS
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3 � i RE�PLA-�NO1ST SHEET TITLE:
�° i i �I SECTIONS AND DETAILS
°�I � i SIMP��ON DTG GLIP � � C � ( O I � �
cn i � SPAGING PER SHEAR
o � � POST OR STUD PAUG INTERIOR SHEAR WALL WALL SGHEDULE 3/4" = I'-O"
�° i i �3)�X MININNM MON-BEARING) WITH
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� i i ONE 51DE AT SHEAR WALL
_ � SHEET NUMBER
m
0
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3X RE� ARGH.
3/8" X 3" GONTINUOUS EXTERIOR WOOD STUD 6 I/�" GONGRETE SLAB EXTERIOR WOOD STUD 6 I/�" GONGRETE SLAB
PLATE WITH (2)-5/Ib" m WALL WITH PLYWOOD ON�" METAL DEG1G WITH WALL WITH PLYWOOD ON�" METAL DEGiG WITH
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� AND 5/I6" m LAG-BOLT
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PLAN
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BOLT AT RE� SHEAR a , ° � BOLT AT RE� SHEAR � ° a �
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WALL SGHEDULE � a WALL SGHEDULE '� __ __ __ ____ _ O
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i i i i WITH �5 DX 3E-O'NATEI'-O' � WITH �5 DX 3E-ONATEI'-O' „
L4X3X1/4 X 4" � i AT I'-O" UNLE55 NOTED AT I'-O" UNLE55 NOTED
OTHERWISE OTHERWISE Boulder, Colorado 80301
(LL�/) WITH (�)- i , �} � phone 303.449.8900
3/8" m LAG- i i
BOLT (AT TOP i i �
AND BOTTOM i i STEEL BEAM i i DOUBLE SHEAR
H55 ) RE� PLAN WITH � � STEEL PLATE
3/4" � H.A.S. � � RE� GENERAL NOTES 6" METAL STUD WALL 6" METAL STUD WALL
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1" X I" BAR RE� ARGH. � � AT TOP (4" METAL STUD AT TOP (4" METAL STUD
� � � t�tl#YresQ
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STAGGER SHEATHING TOP OF
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I'-I I/�" TO (� I/�" GONGRETE 5LAB � --------------------- - ----------------------- RE� ARGH. S� LOPE
EDGE OF ON�" METAL DEUG
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i 6„ i AT I'-O" U.N.O. �4 X 4'-O" AT�'-O" �I
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i RE� ARGH. � (LLH) GIRDERS �•J
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LbX4X3/4 GARAGE DOOR FRAME RE� PLAN L �
GONTINUOUS (LLV) ��,4, �} BEAM ° � ° ■� �
x�x—x a x x—� —x—s•�t x�x a x �
H556X4XI/4 AT 4'-O° � � \
O i i O � /
`/ � C � � O I � I � � � � � � 8" GONGRETE WALL
O � � O
3/4" = I'-O" I/4 4 8" WITH #6 AT I'-O"
VERTIGAL AND
a
HORIZONTAL
b I/�" GONGRETE 4��
RE� PLAN AND STEEL BEAM SLAB ON�" METAL
GENERAL NOTES RE� PLAN DEGiG WITH 6X6
FOR GONNEGTION N12•�xIN�•� WWF• ° d a III'-5 I/�"
DE51GN (DOUBLE SHEAR WITH H.A.S.
EXTERIOR WOOD STUD 2-12 6 I/�" GONGRETE SLAB a
WALL WITH PLYWOOD ON�" METAL DEGiG WITH PLATE GONNEGTION �
SHEATHING AT EXTERIOR bX6 W�.IXW�.I W.W.F. IS TYPIGAL) �I °x—•- - - , —
RE� PLAN FOR DEG�G /+ � � � � O� � � �
-- - --
STONE VENEER DIREGTION � (�)-�6 GONT.
RE� ARGH. 3/4' = I'-O' a �
` �Xb TREATED WITH �5 X 2'-6" AT a
I/�"m X 4" ANGHOR x=x—x�xo—x �'-O" WITH 6" THREADED
_ BOLT AT RE� 5HEAR a ° ry INSERTS INTO GONGRETE a
WALL SGHEDULE a WALL
(�'-O" MAXJ i i (4)-'7/8"m THRU-BOLTS � ° �
10" GONGRETE WALL
STEEL GOLUMN i i L4X4X3/8 DEGK WITH �6 AT I'-O'
RE� PLAN RE� PLAN WITH i i 6 I/�" GONGRETE SLAB SUPPORT ANGLE VERTIGAL AND
L6X4X3/8 GONT. (LLV) I/�" BASE � i ON�" METAL DEGiG (TYPIGAL AT � ° HORIZONTAL
WITH W.W.F. PERIMETER OF �°
TO SUPPORT 10'-O" MAX. PLATE i i 10"
STONE VENEER i i RE� PLAN FOR DEGK ALL GORE WALLS)
RE� PLAN � � SPAN DIREGTION °
3/8" BENT PLATE STEEL BEAM RE� PLAN � � 3/8" X 8" X 8" a PROJ. NO. 7H7O
STEEL EDGE ANGLE WITH 3/4"m X 3 I/�" H.A.S.
AT I'-O" UNLE55 NOTED o a , i i STEEL EMBED PLATE
WITH �5 X 3'-O" AT �I" x—x—z=x9�x i i x x�x—x=z AT�'-O" SPAGING WITH
� OTHERW15E a a , _ , ° ° a a � _______ �4�-v�°m x 4° H.A.s. DRAWN: MSH, TJM
--------------------- -------------- ��. c.�PAGING�
� � � � � O� � CHECKED: LC, LR
APPROVED: HS
6" METAL STUD WALL 3/4" = I'-O"
WITH DEEP TRAGiG
DATE: MAR ,
AT TOP
STEEL BEAM REVISIONS
RE� PLAN WITH
sie° STIFFENER �s x��-6° AT PERMIT SET RE-SUBMITTAL
EAGH 51DE UNDER NSER S NTO GONG ETE 0 ADDENDUM #1 O3IO4I�O
�� C� � O` , � GOLUMN (H.A.S.
S � C T I O1�1 1.2 ;;� BEYOND) WALL
3�4� _ �,_�, L4X�4X3/8 DEGK 8" GONGRETE WALL �ADDENDUM #2 03/04/10
3/4" = I'-O" SUPPORT ANC�LE 8��
BETWEEN BEAMS WITH �b AT I'-O"
RE� 3/54.0� FOR VERTIGAL AND
HORIZONTAL
EMBED INFO. �° a 0 OZ ARCHITECTURE
b I/�" GONGRETE SLAB 6 I/�" GONGRETE
ON�" METAL DEGK SLAB-ON 2" METAL °
WITH W.W.F. DEGiG WITH bXb '4�� III'-5 I/�"
w�.ixw�.� w.w.F. , First Chair
�4 X 4'-O" AT I'-O" a
g GENTER OVER �I �— — a a—
oRE� PLAN GIRDERS - °
o, TOP OF d
ISSUED FOR:
^ STEEL t��-ae coNr. PERMIT SET
0
0
� x� � � � � � � � �� �x ,
M � � i d • L � Y�
� � � • tl a
� ` _____________________ ° a
o ry , o io° GONGRETE WALL SECTIONS AND DETAILS
�� � i O � WITH �b AT I'-O"
a a VERTIGAL AND
�°n� STEEL BEAM 10" HORIZONTAL
� RE� PLAN WITH
I ° 3/4"m X 3 I/�" H.A,S, a °
SCALE: AS NOTED
` m STEEL BEAM AT I�-o° u.N.o. SHEET NUMBER
0
RE� PLAN MB D L T
�
RE� SGHEDULE
= S� C T I 01�! 9 S � C T I Ol�l � .
�
3/4' = I'-O' 3/4" = I'-O"
WATE RPROOF I NG
VENEER RE� ARGH. AND FLASHING
H55 4X4Xi/4 X 5'-O" j j j PLYWOOD SHEATHING RE� ARGH.
I'-6,. �,_0.,
� � � SIMP�.�ON A35 OR LTPS PLYWOOD SHEATHING
ROOF TIE-OFF i i i SIMP�.�ON LSTA�i AT
(4)-IOd TOE-NAILS RE� ARGH. i i i L X4XI/4 WITH GLIP RE� SHEAR WALL �
PLYWOOD SHEATHING 12 AT�" SPAGING 5/8" ROOF SHEATHING i � � -3/4" m THRU- LT EAGH 6X8 1GIGIGER �HEDULE
INTO BLOUGING � � E GH LEG AT E GH
� i i RE� ARGH.
BLOGKING NOT SHOWN 6 2X8 OUTRIGGER i i 6 3 AND (2)-I/�" Im SIMP�.�ON A34 EAGH 3'-O" MAX. b
FOR GLARITY IOd NAILS INTO � � T RU-BOLTS WIT I" � END OF BLOGKING
TRUSS PREFAB TRUSS AT�'-O" 3/8" STEEL PLATE � i SHER MIN.
BRAGiGET WITH (6)- Q � �,� ��'4' ����� I I/�" GONGRETE FULL HEIGHT
5/8" m THRU-BOLTS � i i P YWOOD SHEATHING TOPPING BLOGKING PE
WITH 2" m WASHERS : � � � � � TRUSS MANUF GTURER
(I)-TRIM STUD AND � MIN. O � � 3 8 TdG PLYWOOD SHEATHING � O
(I)-KING STUD AT . i J � �
� A� CHITECIU �E
- EAGH VERSA-LAM � � � 2X8 EXTENDE
WITH (4)-IOd NAILS � • � _ � �;� � 4 ��' • TRU55 TOP G ORD
_ � �' � j ROOF TRUSS TOP i
P �
- GHORD i o i ' ry a �
� � 1805 29th Street
_ G �J-SIMPSON LGO Im ` � � - i
GLIPS EAGH END � �_ � Suite 2054
I 3/4" X 18" VL
� � � ���� Boulder, Colorado 80301
' I/ �� �� I '/��� BLOUGING , FLOOR JOIST RE� PLAN P
\ hone 303.449.8900
TRU55 MANUFAGTURER i P
TO DESIGN FOR TdG = 3X8 EAGH � 3X BLOGKING PREFAB ROOF TRUSS
� �X BLOGKING SIMP50N LTP4 OR A35 2K AND V=1iG LOAD AT SIDE bXb GOLUMN WITH
O POST LOGATIONS \ SIMP�.�ON H2.5 GLIP
i PANEL 2„ , �"q„2" „ GLIP RE� SHEAR WALL SIDE TOP AND BOTTOM
ill ' i SGHEDULE (�)_3/4�� m � SIMP�.�ON A EAGH
FASGIA RE� ARGH. EAGH TRUSS
VERSA-LAM BEAM . THRU-BOLTS � EXTERIOR STUD WALL k�g ��'.�
i �X BEVELED BEARING ��s'� �3=�!�:��
RE� PLAN F _ � I �I � 6X8 WITH PLYWOOD ,�J
S C � O I � EXTERIOR STUD WALL IOd AT 4" BOUNDARY �,+ ��;,_� $`� ��,
J BIrOGK UNDER OUTRIC3GER � WITH SHEATHING NAILS �^��',.•`' _' �,,^0;���
RE� PLAN SHEATHING ONE SIDE
=W= e 3/4" = I'-O" RE� 14/54.03 �; '
FOR GONNEGTION PLYWOOD SHEATHING ��,, ���,
,' �
MAXIMUM �TGH BELOW �X8 TRUSS TOP GHORD rr;��, n �,
'� �I�� RE� ARGH. � �
ry L L 3'-O" MAX. I.5X � � � � � O� � ••
y,
°�" �' ���'''�t��
(3)-I/�" m THRU-BOLT ��`°�,se� �,� ��r~O��,m�°�
� � C T f Ol� � � X LADDER FRAMING 3�,4�� _ ��_��� EQUAL SPAGING � "v ��,�;�`fYLg�+i"2m
E� PLAN WITH INVERTED f`�
IMP�.�ON U HANGER
3X8 OUTRIGGERS
3/4" = I'-O" BLOGIGING
LYWOOD SHEATHING SE C T I ON .4-.4
I'-b" �'-O"
PREFAB ROOF TRUSS
PREFAB ROOF TRUSS RE� MANUFAGTURER � E�CTERIOR WOO STUD WALL S � C T I O1�! �
W TH SHEATHING
SIMP�.�ON H2.5 GLIP TREATED TOP PLATE WITH j
AT EAGH TRU55 I/2" m X 10" ANGHOR BOLT 3 12 LEDGER WIiTH TRIM 3/4" = I'-O"
AT 2'-O" 5'�UD EAGH END SIMP�.�ON A35 OR LTPS
EXTERIOR STUD WALL ' GLIPS RE� SHEAR WALL
WITH SHEATHING 4XI4 LEDGER GONTINUOUS 5 MPf�ON LUS H GER SGHEDULE
WITH (2)-ROWS I/�" � X 4" N IL THROUGH PILYWOOD i FULL HEIGHT
C, � /�� � ( O�I j � EMBED EXPANSION ANGHORS STRUGTURAL Tm LEDGER BLOGKING SIMP�.�ON H2.5 GLIP
\./ �� I �l I AT 2'-O" STA6GER FASGIA EAGH LADDER J015T
RE� PLAN � 6 TREATED P ATE WITH X
3/4" = I'-O" � PLYWOOD SHEATHING " � X 4" ANGFHOR BOLT i RE� ARG PLYWOOD SHEATHING
- � RE� SHEAR WAL� SGHEDULE 3'-O" MAX. 1.5X
O" MAXJ
EXTERIOR�Xr4 STUD IOd AT 4" i
� WALL WITH SHEATHING 3 TdG � BOUNDARY
31 EAGH SIDE OF ��-�" MIN. NAILS
RE� PLAN FOR � . � PLYWOOD SHEATHING B AGKET SISTE ES ON TO �
� GONNEGTION ��I� WITH (�)-RmWS IOd FASGIA �
\ ABOVE n NAILS AT b"
RE� ARGH. �
�
� bX8 RE� PLAN � P YWOOD SHEA I HING i O
w ry 5' 8" 6X8 GOLUMN WITH a PREFAB ROOF
= TRUSS RE� PLAN FULL HEIGHT
B OGiGING � 2X SUB- ■� �
_ � SIMPSON A34 EAGH � FASGIA �
SIDE TOP AND BOTTOM � �
---- --- � � �X8 LADDER � L
- � � • ' � FRAMING AT�'-O" O
� _ � _ _ � �
WI H IN �
. • ' SIMP�,�ON U HANGER �
BGI RAFTER RE� PLAN � � 1 • O
` ---- �
` ��� ---- WITH 51MPSON L5U HANGER � � — XT 10 TUD ' `
� a° ° WALL WITH 7/I6" PLYWOOD V
—x�x x^.x—x gHEATHING ONE SIDE },
_ � °
3/8" X 1" X G" PLATE ,° 8" GONGRETE GORE WALL ` � =
WITH (4)-3/4" m THRU- RE� PLAN FOR REINFORGMENT I
3/8" X 6" X I'�" Bp�,T WITH�" m WASHERS
MAX. KNIFE PLATE �o C� �I F�.SGIA \ RE� PLAN '�
WITH (�)-3/4" m ` a i./ � C � � O I � � R � ARGH. � C� ■
THRU-BOLT � � ° �� [XXX'-XX"] `/ � C � � O� � �
3/4" = I'-O �
L6XbX3/8 X I'-O" WITH „ , "
' _ � �B- 3/4 I -O
F.b.SGIA STEEL BEAM
I/4" STIFFENER 4X TOP PLATE WITH
_ O = EAGH TRU55 ° (�)-I/�" m THRU-BOLT AT RIDGE � RE� PLAN WITH
- 3/8 TOP PLATE AND (�)-3/4" m IOd AT 3" INTO �'3�'4� m 3/4" m X 3" H.A.S. PREFAB ROOF TRUSS
X 6" EMBEDMENT EXPANSION BLOGiGING ALONG b�I�I 6�12 T RU-BOLT AT 1'-O" U.N.O. RE� PLAN
� BOLT RIDGE LINE � PREFAB TRUSS AT 2'-O" 2X12 TREATED WITH � I/4" BENT PLATE ��-b" 2'-O"
IOd AT 6" AT PANEL I/�" m X 4" ANGHOR STEEL EDGE ANGLE
� O O EDGES, IOd AT I'-O" � PLYINOOD FOR �ENT N �LT AT�'-O" WITH �5 X 2'-O" AT 4'-O"
L/ � C � � O I � � � I I/�" PANEL FIELD . . (4)-16 GAGE 6" METAL
_ . • bX8 RE� PLAN
� ���„ „ „ ���„ „ „ „ „ � 6" STONE �/ENEER pPDAND BOTTOM ,_�IO E�TERIOR WOO STUD WALL
TEK SGREWS EAGH SIDE
3/4" = I'-O" RE� ARGH.
� � � � � � � � � � � �� � ��� � ��� � � � � PLYWOOD SHEATHING 3 � LEDGER WI H TRIM
• • RE� PLAN FOR WATERPROOFING S D EAGH END
. � � C � � O 1 � � � �- -� ADDITIONAL FLOOR AND FLASHING RE� 15/54.03 SIM, i t
5 MPSON LUS H NGER
i�� �t �i AND FOUNDATION RE� ARGH. FOR GONNEGTION N IL THROUGH �LYWOOD I
� � � • • i i � INFO. BELOW T LEDGER
i _ I I/�" = I'-O" A � �z • • �x� ` A i
1 I/�"m STANDARD � i • • �� � 2 6 TREATED P ATE WITH
WT PIPE WITH (3)-I/4" SNOW GIJARD �� �� C� �I I/ " � X 4" ANG OR BOLT I
WELD AT SUPPORTS GONNEGTION �_ �'� _� `/ � C � O I `� � R�� SHEAR WAL SGHEDULE
SPAGING AT . . ' O" MAXJ i i
MAXIMUM�'-O" 3/4" = I'-O"
\ RE� PLAN FOR �' � � � � � � � � � � � �� � ��� � ��� � � � � I 1/�"m STANDARD 3 TaG
\ GONNEGTION �,, • • WT PIPE WITH (3)-I/4"m 3� 8 EAGH SIDE OF
ABO�/E � ul �- �� -� WELD AT SUPPORTS � � ' PROJ. NO. 7870
\ 3/8' PLATE i i B AGKET SISTE ES ON TO
� x i� . . �i �X8 TOP GHORD 2 L2 WITH (�)-R WS IOd
'� Q'' �- � ; ��� �% i N�.ILS AT 6° �-o° MIN. DRAWN: MSH, TJM
bX8 RE� PLAN ,� 2 LOW ROOF AFTER CHECKED: LC LR
� 'BUILPLA EAWITDH FUL I/8„ � � ��� • • �z�� � = R�� PLAN I �
ry 5' I'-I (4)-Ib GAGE b" METAL LENGTH I/4" WELDS � �i �� �
_ STUD POST WITH (4)-�10 ` �+ - �!_ �i _� 3/8" PLATE � ��1 i �
____� ___ TEK SGREWS EAGH 51DE �b�_I"m BOLTS = �
4" „ . P�YWOOD SHEArHING , APPROVED: HS
TOP AND BOTTOM � BUILT UP SADDLE
�� = • • • • • • • • • • • •• • ••• • ••• • • • • 1/4" PLATE WITH FUL I/8' F LL HEIGHT
� - �_ - - _ ROOF � \ � �, . . LEN6TH I/4" WELDS �, BLOGKING I I� � DATE: MARCH 4, ZO�O
� ___�__ _ � 0 � 51MP�.�ON MSTA36 STRAP (6)_I"m BOLTS \ I REVISIONS
• • AGROSS RID6E ON TOP \ � � .
PERMIT SET RE-SUBMITTAL
� �,� � 3/16 RE� PLAN y ORF�SYWOOD AT EAGH RO ATHIN6 '// O O �'' I • � . • �ADDENDUM #1 O3IO4I�O
3/8" X "1" X �I" PLATE \
� WITH (4)-3/4" � THRU- �X BLOGIGING BETWEEN � O N I �, �` _ � 2
3i8° x 6° x i�-6° � PLAN VIEUJ EAGH TRUSS a DADDENDUM #2 03/04/10
MAX, iGNIFE PLATE \ ,P 3 H 3 - -x—ex x—�x;x
BOLT WITH�" m WA5HER5 (0 .3 }.
WITH (�)-3/4" m � � SIMP°�ON MSTA36 � o ` d °
THRU-BOLT `�� TRUSS MANUFAGTURER �`, � RE� PLAN = o '� a a
p� STRAP EAGH TRU55
� TO DE51GN FOR TdG = i �� i , , Q
6" STONE VENEER 1,5K AND V�1G LOAD 5/8" ROOF SHEATHING =
RE� ARGH. SNOW GUARD LOGATIONS SLOT PLYWOOD o�� � \ a � , � 0 OZ ARCHITECTURE
�X8 TOP PREFAB TRUSS TOP � a�
3/g GHORD � GHORD o ��'� � • RE j A'RGH. � [XXX'-XX"]
S � C �" � 01�1 1.2 � '�.-- , ,�� � �
� (� ���'� PREFABRIGATED p,��B \ ,a
3/4" = I'-O" � ROOF TRUSS WITH I � a REE PLAN WrITH First Chair
Q SOLID BLOGiGING �)-3/4" m 3/4" m X 3" H.A.S.
� T RU-BOLT ° a AT I'-O" U.N.O.
ISSUED FOR:
� GO NEGTION H2.5 GLIP � ���b WATERPROOFING PERMIT SET
0 1�� SPAGING AT �XI� TREATED WITH �❑ a AND FLASHING
N MAXIMUM 2'-O" I/�" m X 4" ANGHOR ` RE� ARGH.
AT SHEAR WALL BOLT AT�'-O"
M LOGATIONS
Q, TRUSS MANUFAGTURER
� G'� �I j TO DESIGN FOR T AND RE� SHEAR WALL X R � L N
" `/ � C � � O I � I � G = �KAND V=3K AT �HEDULE FOR RE� 8/53.03 SECTIONS AND DETAILS
�°I SNOW GUARD LOGATIONS SF'AGING b" STONE VENEER FOR GONNEGTION
RE� ARGH. BELOW
�n � ����� = ��'�° C2)2X BLOGKING RE� PLAN FOR
° EAGH SPAGE C ADDITIONAL FLOOR
^ V� C � � O I `� � AND FOUNDATION
o SECTION .4-.4 INFO.
� 3/4' = I'-O'
SCALE:
. m CJ � C � � O� g SHEET NUMBER
� S � C T � Ol�l 3
� 3/4" = I'-O"
- � -
w
/4" - I'-O"
�
_ �
PANEL EDGE
� BEAM IMP�.�ON HDUB, HDII, NAILING
I I/4" OR HDUI-4 HOLD-DOWN SHEAR WALL END ROOF
RE� PLAN POST RE� SGHEDULE
� (OFFSET HOLD-DOWN SHEATHING
TO AVOID BEAM SIMP�'.�ON HDU I I/2" GYPGRETE
WEB BELOWJ RE� SHEAR WALL TOPPING
SGHEDULE WITH THREADED
HOLD-DOWN • THRU-BOLT HOLD-DOWN ROD PER MANUFAGTURER �
GOLUMN ' ANGHOR • FLOOR SHEATHING
RE� MANUFAGTURER ,'
GOMPOSITE �• 6 I/�" GONGRETE SLAB Ibd NAIL5 PER
STEEL BEAM • ON�" METAL DEGK WITH SHEAR WALL �•
RE� PLAN .� 6X6 W2.IX .I W.W.F. SGHEDULE • OO
_ .� <
� A� CHITECIURE
_ °x�xz--��,a x—x-xe ' x=x—z—x�`if�x
I
a � ° ° ° PLYWOOD SHEATHING jl
SPLIGE WITH BOUNDARY ,� 1805 29th Street
NAILING RE� SGHEDULE �;I Suite 2054
.- Boulder, Colorado 80301
SIMP�,�ON HDU �• FLOOR JOIST RE� PLAN phone 303.449.g90�
I/�" STEEL STIFFENER RE� SHEAR WALL SGHEDULE •• � d
WITH THREADED ROD I I/8" GONTINUOUS FULL HEIGHT �I Q
PLATE EAGH SIDE PER MANUFAGTURER �• LVL RIM BLOGK SOLID BLOGIGING BETWEEN �l�
UNDER GOLUMN AT POSTS EAGH TRUSS ROOF BRR lu�TED
RE� TRUSS MANUFAGTURER
GOMP051TE SIMP�,�ON A35 OR LTP5 51MP�.�ON DTG GLIP
STEEL BEAM SHEAR WALL END GLIP AT SHEAR WALLS PANEL EDGE RE� SHEAR WALL P:�+�rg���
RE� PLAN POST RE� SGHEDULE RE� SGHEDULE BOUNDARY NAILING SGHEDULE ;,�,;°rtG��'S�"�n;@��%'�s,
NON-BEARING ` �s�'� `���t"��tp"���i���
SIMP�,�ON HDUB, HDII, SHEAR WALL � ��, ;;
OR HDUI4 HOLD-DOWN RE� PLAN <„''e , , � � ? ,,,�^
Re, PLAN T1'PIC�4L FLOOR-TO-FLOOR � � � `
NDU NOLD -DOUJN �=� `4�
HOLD-DOWN THRU-BOLT HOLD-DOWN TYPIC,4L NON-BEARINC� SI-IE�4R UJ�LL �'°„
ANGHOR
RE� MANUFAGTURER �I ��
GOLUMN ,4T PE RPEND ICUL�4R TRUSSES "r-���°�3���''R�,°'�,
6 I/�" GONGRETE SLAB � � � � � O I �l � �`"'`y1��j,�25�����
ON 2" METAL DEGiG WITH 3/4" = I'-O"
6X6 W2.IXIN�.1 W.W.F. � � � � � O� �
3/4" = I'-O"
8x�° �x��xix—x�x x—x— =x—x °
a a a
a
SIMP�.�ON HOLD DOWN
RE� PLAN
WOOD GOLUMN
AT HOLD DOWN 5/8"m X 5" HILTI
RE� SGHEDULE HIT HY-150 IGE
• EPDXY ANGHOR
', 6 I/�" GONGRETE SLAB
• ON 2" METAL DEGK WITH
i
GOMPOSITE 6X6 W2.IXW2.1 W.W.F.
I/�" STEEL STIFFENER STEEL BEAM
PLATE GENTERED UNDER RE� PLAN �X6 TREATED WITH
HOLD-DOWN GOLUMN I/2"m X 4" ANGHOR x�xa x�x�x PANEL EDGE
BOLT AT RE� SHEAR a
WALL SGHEDULE ' NAILING
Tl'PIC�4L SI-IE�4R UJ,4LL I-IOLD-DOUJN ��-o° MAxa -- - ----
�4T STEEL BE,4M RE� PLAN SHOEATHIN6
i./ � C � � O I � � I/4" BENT PLATE
3/4" = I'-O" STEEL EDGE ANGLE STEEL BEAM RE� PLAN
WITH �5 X 3'-O" AT I'-O" WITH 3/4"m X 3" H.A.S. O
AT I'-O" UNLE55 NOTED
- � OTHERWISE � �
■�
b" METAL STUD WALL � `�+
WITH DEEP TRAGfG �X6 BLOGiGING L
" AT TOP (4" METAL STUD EAGH SPAGE � O
AT GRID rl BETWEEN U O
1.8 AND 6)
T 1'P I C.4 L SI-I E A R UJ�4L L I-�OL D-D OUJN •�F-� �
,4T CONCRETE SLAB CHDU2. HDU4. HDUS� (f� ,�
� L —
S� C T I O1�1 � .-
. a '� �
PREFABRIGATED �I Q 2X6 BLOGKING AT �
3/4" = I'-O" ROOF TRUSS —� �
2'-O" WITH LUS HANGER
EAGH END
51MP�,�ON HOLD DOWN
RE� PLAN PANEL EDGE S�MP�,�ON DTG GLIP
WOOD GOLUMN BOUNDARY NAILING RE� SHEAR WALL
AT HOLD DOWN THRU-BOLT HOLD-DOWN SGHEDULE
RE� SGHEDULE • � RE� MANUFAGTURER NON-BEARING
� .� SHEAR WALL
�X6 TREATED WITH • 6 I/�" GONGRETE SLAB RE� PLAN
I/�"� X 4' ANGHOR �. ON�" METAL DEGK WITH
BOLT AT RE� SHEAR • 6X6 IN�.IXW2.1 W.W.F.
�AO� M X°ULE T1'PIC,4L NON-BEARIN� SHE�4R UJl�LL
x�=x°—x�'x�x .4T PAR�LLEL TRUSSES
I/4" BENT PLATE , v °
STEEL EDGE ANGLE ` ---- -- ---
WITH �5 X 3'-O" AT I'-O" � � � � � O�I �
. jj I �
8" WIDE STEEL �� �/4 3/4" = I'-O"
�i
_ SHIM PLATE II
I
I/�" STEEL STIFFENER L3X3XI/4 WELDED TO
PLATE GENTERED UNDER � TOP FLANGE OF
GOLUMN WITH I/�" X 8" .4 ( NEAREST STEEL
WIDE TOP PLATE BEAM BEYOND
� STEEL BEAM RE� PLAN PROJ. NO. 7S�TO
6" METAL STUD WALL WITH 3/4"m X 3" H.A.S.
WITH DEEP TRAGiG AT I'-O" UNLESS NOTED DRAWN: MSH, TJM
AT TOP (4" METAL STUD OTHERWISE
AT GRID J BETWEEN RE� PLAN CHECKED: LC, LR
1.8 AND 6)
APPROVED: HS
SHEAR WALL END
POST RE� SGHEDULE
SIMP�.�ON HDUB, HDII, I I/�" GYPGRETE DATE: MARCH 4, ZO�O
RE HDUA HOLD-DOWN TOPPING REVISIONS
SIMP�.�ON STRAP
HOLD-DOWN THRU-BOLT HOLD-DOWN RE� SHEAR WALL SGHEDULE FLOOR SHEATHING PERMIT SET RE-SUBMITTAL
GOLUMN ANGHOR (NAIL THRU PLYWOOD)
RE� MANUFAGTURER � ADDENDUM #1 03104/10
Ibd NAILS PER
� GOMP051TE ON/�" METALR DEGKLWIBTH SG EDU E LL 0 ADDENDUM #2 03/04/10
STEEL BEAM
RE� PLAN 6X6 W�.IXW�.I W.W.F. Y �
_.�— =_ _�-_—«-� x—x°— —��x 0 OZARCHITECTURE
° 4 ° � a PLYWOOD SHEATHING I
SPLIGE WITH BOUNDARY ��
NAILING RE� SGHEDULE
First Chair
�
FLOOR JOI T
¢ RE� PLAN
� v4 ISSUED FOR:
� v�° x 8° WIDE STEEL v4 PERMIT SET
� TOP PLATE, WELD
� TO TOP FLANGE
0
N
M I/2" STEEL STIFFENER '�'�'�' SHEAR WALL END
� HOLD-DOWN GOLDUMNDER POST RE� SGHEDULE
� SHEET TITLE:
0
SECTIONS AND DETAILS
�'
ti T1'PIC,4L SHE.4R UJ,4LL HOLD-DOUJN T1'PICAL FLOOR-TO-FLOOR
o ,4T CONGRETE SL.4B EDC�sE CHDUS, HDU11. HDU1�� NOLD -DOUJN STR.4P SCALE: AS NOTED
n
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� 0° � � C � � OI �l sC� S � C T � Ol�l 3 SHEET NUMBER
0
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_ > 3/4" - I'-O" 3/4" - I'-O��
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PLYWOOD SHEATHING
RIGID INSIJLATION RE� ARGH.
RE� ARGH SIMP�.�ON A34 AT
3'-O" MAXIMUM EAGH OVER FRAMING
TREATED TOP PLATE 4XI2 LEDGER WITH STUB WALL
RE� ARGH, WITH I/2"<PXIO" ANGHOR (�)-ROWS I/�"m)G4"
'-O" MAX.
BOLT AT�'-O" EMBED EXPANSION
3X8 RAFTER TAIL
� ANGHORS AT�'-O" AT 2'-O"
ULL BLOGiGING BELOW PARAPET WITH�Xb PREFAB ROOF TRU55 VL RAFTER RE� PLAN
ITH (I)-IGING STUD EAGH �'-O" RE� MANUFAGTURER WITH SIMPSON LUS HANGER �
IDE AND (�)-I/�" m �� PREYWOOD.SHEATHING
HRU-BOLTS
12 Q
LYWOOD '� = O RIGID INSl1LATION , Q
HEATHING 4 /O i W� RE� ARGH. � � '� ARGH.
� �"' � A� CNITECIU �E
■ FASGIA
X8 GONTINUOUS � PLYWOOD SHEATHING �
EGK I NG ---i STRUGTURAL
_ 'd' i 0 i e, , SUB-FASGIA
�
6 1805 29th Street
4" I � ° RE EPLAN MING
Suite 2054
Boulder, Colorado 80301
� ve° VERSA-LAM RIM �', • , phone 303.449.8900
�oisr �� 4 ��I'� ;i, �
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FASGIA (3)-VL BEAM I� �� I I
RE� ARGH. 51 MP�.�ON A35 OR RE� PLAN, W I TH � I� i I
LTPS GLIP RE� SHEAR VERSA-LAM RAFTER BEVELED TOP PLATE �� I� �i ROOF RAFTER
3X EAGH SIDE WALL SGHEDULE RE� PLAN
OF GOLUMN a � , RE� PLAN WITH
8X GOLUMN q 3�8�� SIMP��ON H6 AT EAGH 8" GONGRETE GORE � "E1PGJpgy
SIM N L H NG
STUD $ WALL RE� PLAN FOR a ° 9�°p�3� `� '''''
a ��,� G�JPdr LD���a��;��
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I I/�" a � " �,9�'��
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j i I�, I� � BENT STEEL PLATE WITH GONGRETE WALL 1 �~i J� ;.���
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li' I� ° , � i!`���
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2X TREATED PLATE (�)�X6 WITH PLYWOOD � X 6" EMBEDMENT EXPANSION 3/4" = I'-O"
WITH I/�" � X 10" ANGHOR SHIM EAGH TRUSS , BOLT
BOLT AT�'-O"
(2)�XI� LEDGER MAIL
PLYWOOD SHEATHING AND GLUE WITH IOd X oa � � � ����� PLYWOOD SHEATHING �
2 I/�" NAILS IN (�)-ROWS �
AT b") WITH 3/4" m X b" 6
EXPANSION ANGHORS
, „ . � „ ' AT I�-o�� S � C T f 01�1 8 S� C � I 01�1 �
FULL HEIGHT
, 3/4" = I'-O" 3/4" = I'-O" BLOGKING
. _
�9 � � � `9 RE� PLAN
� _ X
RE� ARGH. 3'-O" MAX. 1.5X �
RIGID INSULATION
BGI RAFTER
ry Q , 6 RE� PLAN
� TREATED TOP PLATE 4XI� LEDGER WITH �
VERSA-LAM — PL WOOD SHEATHING WITH I/2"�XIO" ANGHOR
ROOF BEAM ��4 � • BOLT AT�'-O" SIMP�.�ON VPA , a
RE� PLAN ° 2 RAFTER •
d� TAI WITH (2)-ROWS . a a �X TREATED TOP
• PREFAB ROOF TRU55 VL RAFTER RE� PLAN 6 R WITH I/�"Q� X 10"
STEEL SADDLE WITH , ,a IOd NAILS AT 6" � RE� MANUFAGTURER WITH SIMPSON LUS HANGER ANGHOR BOLT AT�'-O"
I/4" PLATE EAGH SIDE
WITH I/�" m THRU-BOLT, ' ° O
4,' X BEA MT WIDTHL+A �" o d RE� PLAN FOR ■�
- (I)-I/4" END PLATE WITH 8" GONGRETE WALL �
� VERSA-LAM BEAM �` REINFORGING �
(�)-I/2" � EXPANSION �.'� RE� PLAN ii `
BOLT PREFAB ROOF TRU55 0 �� __Ji � a � �
RE� MANUFAGTURER ��� 8X BEAM RE� PLAN �� O
� 8" GONGRETE WALL .'� WITH BEVELED TOP jj
RE� PLAN FOR ° .'� TOE NAIL (4)-IOd NAILS C' � � � � Oa , � U O
REINFORGEMENT � AT JOIST I\ I
TRIMMER AN iGING i�/ I �� ' `
SUPPORT FOR VL RAFTER 3/4" = I'-O" V
WITH (�)-ROWS IOd NAILS ��
, � � C � � O I � I� FASGIA AT I'-O" SIS E ED 2X8 �X TREATED TOP PLATE �
WITH I/�'mXlO" ANGHOR �
3/4" = I'-O" RE� ARGH. ;� RAFTER TAIL ■�
LT AT -O ■�
' PLYWOOD SHEATHING � �
STRUGTURAL ��� �
5UB-FASGIA TRU55 I��I Q [XXX'-X"]
3X8 EAGH SIDE , VL ;ii A ��4 RE� �/54.05
RE� SEG. IA-A/54.03 TRIM
STUD , ��� �
S� C �" f 01�1 � !� . �'�'� �XXx�-x���
KING i� _ ��; a
3/4" = I'-O" __ STUD
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8X BEAM RE� PLAN PLYWOOD SHEATHING � ��
I WITH BEVELED TOP � a ' � a °
a - � ° 'a
RE� ARGH. 3'-O" MAX. TOE NAIL (4)-IOd NAILS -
a 4
i AT JOIST SIMP�,�ON H2S GLIP LOAD BEARING STUD WALL _ � � a ° a d
da BGI RAFTER
I PAGiG SOLID BELOW STUDS a �
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i j 3/4" = I'-O" I/4"X4 I/2"XO'-10" a °a� a�e Q �LL WITH 2X
_ iGNIFE PLATE WITH a a TREATED TOP
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a a ° a AT SIMILAR
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2X6 AT�'-O" I I/�" I I/2" °a ° a
a
"� ' ° a ° ,
° X PLYWOOD 5HEATHING � � � � a
, � RE� ARGH — PROJ. NO. 7870
�� � • 8" GONGRETE WALL
FASGIA ■ 0 RIGID INSULATION I/4"X8"XO'-10" - RE� PLAN FOR DRAWN: MSH TJM
RE� ARGH, i _ �� � � jh RE� ARGH END PLATE WITH I I r REINFORGING '
v4° x s° x 8 v�° ry � EX A/510N BOLTS o - CHECKED: LC, LR
PLYWOOD SHEATHING
iGNIFE PLATE WITH i _ OL ry APPROVED: HS
G2)-3/4" � THRU- � ��„ � ���„ Q VL RAFTER �
BOLTS W RE� PLAN _
v4�� x s° x �° � a DATE: MARCH 4, 2010
GAP PLATE S � C T � 01�1 3
, REVISIONS
I/4" X 5 I/�" X b" o 0 3/4" = I'-O"
� , o PERMIT SET RE-SUBMITTAL
iGNIFE PLATE WITH i ili
II '7/8" VL RIM JOIST ,�� a o PLYWOOD SHEATHING �ADDENDUM #1 O3IO4I�O
(�)-3/4" m THRU-
BOLTS li' ° °
8X GOLUMN i PREFAB ROOF TRU55 �ADDENDUM #2 03104/10
BEYOND RE� MANUFAGTURER SIMP�.�ON Hb
AT EAGH END
SIMP�.�ON H2S GLIP
EAGH TRUSS 0 OZ ARCHITECTURE
�
v � � � � O� `� � � 6 First Chair
3/4" = I'-O"
¢
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RE� PLAN ; ,i ;'� !�i ' � PERMIT SET
ti � i�
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i
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�� �,,_ _,, �� � RE� PLAN SECTIONS AND DETAILS
� i� i OVERFRAMING
� � 'I I (3)-VL BEAM
� ii i RE� PLAN RE� PLAN WITH
i ^ � FOR GONNEGTION II I �3)-VL BEAM SIMP�.�ON HUS
RE� 8/54.05
o �� � POST AND KING STUDS ROOF RAFTER SCALE: AS NOTED
� RE� PLAN WITH
� BEYOND TO GONGRETE cJ.�MP�.�ON LUS SHEET NUMBER
_ u� WALL
m
O
�
- � S � CT ( Ol�l � S � CT � 01�1 � ,
= 3/4" = I'-O" 3/4" = I'-O��
I'-6" �'-O"
4" METAL STUD WITH 8" GONGRETE WALL
a�
STEEL FAGE AND EXTERIOR WOOD STUD WALL �►�8 EAGH 0.145" � POWDER AGTUATED a
FASTENERS AT�'-O"
SM DE
SIDE PLATES � � a L8X8X1/� AT EAGH
RE� II/54.06 . (�" 3XI� LEDGER WITH TRIM YWOOD o LEVEL WITH 3/4" m X 6"
STUD EAGH END 5 EATHING ° a ANGHOR ATI� O TOION
bX8 GOLUMN IN 6X6 GOLUMN WITH
S T U D W A L L W I T H 51MP�,�ON LUS HANGER � 3�C TdG SIMP�.�ON A34 EAGH SIDE °0 SUPPORT 10" MAX.
- (2)-A35 GLIP EAGH NAIL THROUGH PLYWOOD i 12 10 GAGE,4" DEGK OF VENEER
w , O 51DE TOP AND BOTTOM TO LEDGER I L6X4XI/4 WITH (�)-3/4" m �REW AT 6" O
��
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_ = O ' i THRU-BOLTS AT EAGH 4�
3X AND �)-I/�" m TH�- � A� C H I 1 E C 1 U ��
� RE� SHEAR WALL SGHEDULE i i BOLTS WITH I" m WASH R � a
` � ��-o° MAXJ , � � `� ��__ 3X TaG .�, 1805 29th Street
�
` d � �Q� u, � Suite 2054
3x raG ° ° _
= x ax—�—x—x�-x, � �
EWPL�NF RAFTER i \ i a � � 4 �� LbXbX3/8 GONTINUOUS Boulder, Colorado 80301
3X1� GEDAR � � i !NO � WITH 3/4" m X 6" EMBED hone 303.449.g9��
G2)-3/4" m i i
HILTI EXPANSION p
JOIST PLYWOOD SHEATHING THRU-BOLTS \ i i AT 5 Ma � �' ANGHOR AT 3'-O" TO
FULL HEIGHT
■ � � SUPPORT 10'-O" MAX.
BLOGKING � REPLAN � ry i i OF VENEER
\ � �
�./ � C � � O I �l � � '� __ _ i i STEEL BEAM RE� PLAN e
RE� PLAN FOR
ADDITIONAL FLOOR , � i � � WITH 3/4" � X 3" H.A.S. �
� 3/8' X 6" X 1'-6" i AT I'-O" ° �,.Et,
AND FOUNDATION MAX, iGNIFE PLATE � a 10" GONGRETE WALL ^�'���' sr ��������
3/4" = I'-O" INFO. WITH (�)-3/4" � -- � - i i 3XI� ITH BEVELED RE� PLAN FOR �°�����.r.��`#����?�!"'°'ra
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STONE VENEER � i i GARAGE DOOR FRAME �'-O' " . �
�
PAVERS AT NORTH � 3/8" X 4" X I'-4" STEEL RE� ARGH. � � BEAM RE� PLAN 4X10 BEVELE P'� R°� � :
DEGK RIGID iGNIFE PLATE WITH I/4 r y �
INSULATION AT SOUTH ��-3/4" m THRU-BOLTS �XI� TREATED WITH � H55 bX4Xl/4 T�P �'•�,"". , ; ,�ta;%''�'�-�`'��;'�
DEGiG RE� ARGH, I/�" m X 4" ANGHOR • Lb)G4X3/4 � T �I 1 ��`t,= .�,„ � �,^�
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v�° x 8° x 8° BASE [xxx�-xx�] ��,,,
BOLT AT�'-O" � GONTINUOUS LLV � a� ,�
WATERPROOFING � PLATE WITH (4)-I/2" Q� X 4" \ � 3/4" = I'-O"
MEMBRANE AND � ii EXPANSION ANGHORS WATERPROOFING 3�4" � THRU-BOLT �i�,`;G``��3
RE� 11/54.0� FOR AND FLASHING BEYOND GONGRETE
DRAINBOARD STEEL BEAM WALL AT I'-O"
RE� ARGH. � I" NON-SHRINK GROUT b" STONE VENEER RE� PLAN WITH NPOR ATION RE� ARGH.
� ° RE� ARGH. 50LID�X BLOGIGING
3/4" m X 3" H.A.S. �� � t � O� I � I I/�' 6YPGRETE
• � AT I'-O" U.N.O. � � � TOPPING
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METAL DEGIG RE� PLAN '
3/4" = I'-O" PLYWOOD EXTERIOR STUD WALL � 3X TdG i ,- ,
SHEATHING ,-
`/ � C � � O I � � � i WITH PLYWOOD 3X8 EAGH 6X6 GOLUMN WITH �
3X TdG SHEATHING i SIDE SIMP�.�ON A34 EAGH SIDE
3/4" = I'-O" (2�-3/4„ m LbXA�XI/4 WITH G27-3/4" m i � . ��'/
FLOOR JOIST RE� PLAN
i THRU- THRU-BOLTS AT EAGH _ L6XA�XI/4 WITH (�)-3/4" m
2 WITH SIMP�,�ON ITS
BOLTS 3X AND (�)-I/�" � THRU- _ ■ THRU-BOLTS
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I/�" m THRU-BOLT WITH
I I/�" GYPGRETE � °' ' _ bX GANTILEVER BEAM
EXTERIOR STUD WALL � 2X6 TREATED PLATE � � I" m WASHER
WITH PLYWOOD TOPPING WITH I/2" � X 4" EXPAN510 � , '_ `O__o �RE� PLAN
SHEATHING ( BOLT AT�'-O" �
FLOOR SHEATHING I� I `� � x�—x,—x=x=x WICTH 5 EA HING�LL
6 I/2" GONGRETE SLAB O
� � __ ON 2" METAL DEGK � -- - - - � �
Ibd NAILS PER i p WITH 6X6 W2.IXW2.1 W.W.F. �I ��
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THRU-BOLTS �
(�)-A35 GLIPS EAGH � f I , \ � ` L � 3/4" = I'-O"
51DE OF POST x—x—x—x—x —x—x—x bXg �
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\ RE� 15/54.03 O
� �' 4" i i � FOR GONNEGTION 10 GAGE,4" DEGK
b" STONE O
3X8 \ i i �/ENEER \ BELOW SGREW AT 6"
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STEEL FAGE PLATE i � (4)-I6 GAGE b METAL
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\ " SGREWS EAGH SIDE
FLOOR .101ST RE� PLAN i � TOP AND BOTTOM 3X8 GONTINUOUS LEDGER � �
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BOLTS �� � I I/8 GONTINUOUS � � ■ �
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� � �J�J ' `, AND FLASHING �I STAGGER
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� � � AT I'-O" INFORMATION RE� ARGH,
� BLOGiG SOLID AT POSTS RE� ARGH. \ � i
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I
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•- i P RE� SGHEDULE � �
` ` ,, _ � \ � � 3/4" = I'-O" ry 51MP�.�0��34 EAGH END
` � (2)-3/8' STEEL bX8 GOLUMN IN STUD � � � 3/8" X 6" X I'-6" MAX.
� � � PLATES WITH (3)-3/4" m WALL ■ i iGNIFE PLATE WITH
�` b � ' THRU-BOLTS ry \ � i (�)-3/4" � THRU-BOLTS
� �._6�� 2._��� 8��
10 GAGE.4" WOOD SGREW _�__ i i
TOE NAILED EAGH BEAM 3XI2 GEDAR �IOIST , i i� �
� bX8 GEDAR �
BRAGE I (3)-3/4" m X 4" LAG- __`_ 1� � i � WATERPROOFING 3� raG
\ BOLTS INTO 6X8 WALL ' I" i i AND FLASHING �� �� X 4" X 6" B NT
� RE� ARGH.
BEVELEVE BEVELED 3XI4 GEDAR
����' GOLUMN OR HEADER � �" � � ��4' b �� C T I 01�1 3
-� 3XI� GEDAR � BEAM WITH (3)-3/4" m � � � P ATE WITH (2)- /4" �
� BEAM � THRU-BOLTS - i i
ThiRU-BOLTS EA H LEG
� � � bX8 GEDAR GOLUMN � � AT EAGH 3X AN (2)-
O I I ���" THRU-BOLTSi 3/4" = I'-O"
' \ P4.YWOOD SHEA�HING
� � F LL HEIGHT � i (3 EO'�MAXJ
SECTION .4-.4 e�OGKING
I (
3� 8 EAGH SIDE � �
�IO� R�� PLAN i i 4
� ,� C � � O I � ..J PLYWOO SHEATHING �
� I 3/4 - I -O° � I PROJ. N0. 7870
� � C � � OI �l � � I � � 3X T3G DRAWN: MSH, TJM
3/4 = I -O �
� o CHECKED: LC, LR
10 GAGE.4" WOOD i �` � . � 3X BEAM RE� PLAN APPROVED: HS
SGREW TOE NAILED � �
EAGH BEAM —� x�x ° NAILEWI H (4)PIOd NAILS DATE: MARCH 4, ZO�O
3XI2 GEDAR � bX BEAM RE� PLAN
�oisr REVISIONS
RE� PLAN
, ; (2)-10 GAGE,4' DEGiG PERMIT SET RE-SUBMITTAL
i RE�A'RGH. �
[xxx-xx ] SGREWS DIAGONAL � ADDENDUM #1 03/04/10
i i � ��
ARGH. FASGIA �N RAFTER
i � 2X SUB-
FASGIA \ STEEL BEAM 0 ADDENDUM #2 03/04/10
, � RE� PLAN WITH
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THRU-BOLT AT I'-O" U.N.O. I �l
• �XI2 TREATED WITH � (4)-16 GAGE 6" METAL 3/4" = I'-O� 0 OZ ARCHITECTURE
I/�" m X 4' ANGHOR P05T WITH (4)-#10 TEiG
BOLT AT 2'-O" SGREWS EAGH SIDE
�3)-3/4" m THRU- 3XI4 GEDAR BEAM TOP AND BOTTOM
BOLTS 6X8 RE� PLAN
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g 3XI� GEDAR BEAM 6X8 GOLUMN b" STONE VENEER PLYWOOD SHEATHING First hair
a WITH BEVELED TOP
RE� ARGH. �..�ATERPROOFING RE� 15/54.03
� AND FLASHING FOR GONNEGTION ISSUED FOR:
`.°- RE� PLAN FOR RE� ARGH. BELOW PERMIT SET
n S � CTI01�! 1�
o ADDITIONAL FLOOR
o AND FOUNDATION
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M 3/4" = I'-O" •
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�� EXTERIOR WOOD STUD EXTERIOR WOOD STUD
�� WALL WITH PLYWOOD WALL WITH PLYWOOD
II
i 6�� I/4" BENT PLATE SHEATHING AT EXTERIOR I/4" BENT PLATE SHEATHING AT EXTERIOR
STEEL EDGE ANGLE �X6 TREATED WITH STEEL EDGE ANGLE 2X6 TREATED WITH
�� 3�� i I/2"� X 4" ANGHOR I/�"m X 4° ANGHOR
� 3���'� RIGID INSULATION BOLT AT RE� SHEAR RIGID INSULATION BOLT AT RE� SHEAR
I/�" STEEL EMBED 3/8 � RE� ARGH. WALL SGHEDULE RE� ARGH. WALL SGHEDUL�
PLATE WITH (6)- ��,4 (�'-O" MAXJ (�'-O" MAXJ
3/4" m X b" H.A.S. i
WATERPROOF ,4�� b I/�" GONGRETE SLAB WATERPROOF ,4,�� 6 I/�" GONGRETE SLAB QR
- � ___________________ MEMBRANE AND ON�" METAL DEGiG WITH MEMBRANE AND ON�" METAL DEGiG WITH A� C N I 1 E C 1 U �F
a° DRAINBOARD 6X6 IN�.IXW2.1 W.W.F. DRAINBOARD bXb IN�.IXIN�.I W.W.F.
a a � � � a a a
RE� ARGH. RE� ARGH.
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d �j a o � I � ��� a ^ `
a �A A L4X3X5/16 X 10" - ° ° a
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Boulder, Colorado 80301
° _ Q ° a o o �' phone 303.449.8900
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° 3/16 ----------------
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° d d a °a �a SUPPORT ANGLE SUPPORT ANGLE
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= ON 2" METAL DEGK ON�" METAL DEGK
d a WITH W.W.F. STEEL BEAM RE� PLAN WITH W.W.F. STEEL BEAM RE� PLAN ,�„
PL�4N vIEUJ � WITH 3/4"m X 3 I/�" H.A.S. WITH 3/4"m X 3 I/�" H.A.S. �.'����`��,g,r�a�$;a��ra�
L4X3X5/16 X 10" WITH �„��xq3 a AT I'-O" UNLESS NOTED �5 X�'-O" AT 4'-O" AT I'-O" UNLESS NOTED ,4a��`��,�n'�' �r''�'���" '��'>
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a , (SHORT SLOTTED � � , � �
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0.145 � POWDER 3/4" = I'-O" � � �
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RE� ARGH. LEVEL WITH 3/4" m X b"
° a ° � EMBED HILTI EXPANSION
Lb)G�4XI/2 X I'-3" I/4
WITH (b)-'7/8" m RIGID INSULATION ANGHOR AT 2'-O" TO RE TARG OOFING
a � a BOLTS (SHORT = RE� ARGH. SUPPORT 10'-O" MAX. EXTERIOR WOOD STUD
° � SLOTTED HOLES) OF VENEER WALL WITH PLYWOOD
° I/4 4 a I/4" BENT PLATE SHEATHING AT EXTERIOR
� b I/�" GONGRETE 8" GONGRETE WALL STEEL EDGE ANGLE
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i i W2.IX1N�.1 W.W.F. , RE� ARGH. (4 I/�" WALL SGHEDULE '
°J � i i ° a S�E a 4'�� III'-I" MAXa (2'-O" MAXa
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WITH 3/4"m X 3 I/�" H.A.S.
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3,4- _ ,�-o�� S � C T f O1�! .2 .�—� U
NOTE� MIRROR AT a a �
6-H.3 AND 4.6-G °` 3/4" = I'-O"
6" GMU WALL WITH �
GONTINUOUS BOND e`
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a 6 1/�" GONGRETE SLAB RE� ARGH, WITH (I)-�5 GONTINUOUS �
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�5 AT�'-O" DRILL AND RE� ARGH.
a a d GROUT 4" MIN. AT SLAB
SLOPE RIGID INSULATION
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Ltf #5 X �''6" ii
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STEEL BEAM RE� PLAN
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' " 3" STEEL BEAM RE� PLAN
" " 6" METAL STUD WITH WITH 3/4" m X 3 I/�" H.A,S.
" q SLIP GONNEGTION AT I'-O" U.N.O.
� ��I� (�4)-3/4" m X b" PLYWOOD SHEATHING 6" METAL STUD WALL
HEADED ANGHOR STUDS WITH DEEP TRAGiG AT
(40)-3/4" m X 6" 0 � �STUDS OMITTED FOR TOP
HEADED ry o o m GLARITY) � � C � � O I �l �
ANGHOR STUDS � S � C T f 01�1 3 PROJ. NO. 7H7O
0
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0 o a . 3/4" = I'-O"
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� � o � o � � ' sie° x 4° x i�-i° STEEL APPROVED: HS
� 0 � 0 � � o = WATERPROOFING ��`} KNIFE PLATE WITH (�)-
0 0 � RE� ARGH. I �/�} 3/4" � THRU-BOLTS DATE: MARCH 4, ZO�O
� o � o � o o i , rl i 3/8" X b" X 8" STEEL REVISIONS
0 0 ° � e�.se P�,�►re wirH !��- pERMIT SET RE-SUBMITTAL
� � � � I/�" m X 6" EPDXY
� i � ANGHORS AT 5" SPAGING
� ° , ° o ° � sroNe ` ' � ' „ 0 ADDENDUM #1 03/04/10
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0 o p bX8
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RE� ARGH.
�
o � DRILL A v�� 0 OZ ARCHITECTURE
GROUT 4" MIN. \ 6 I/�" GONGRETE SLAB
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ry METAL DEGK � �''�•�"�•F•
- 3i8° BENT STEEL 3n6 - First Chair
� EMBED PLATE g��b - __ � n d a
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� ISSUED FOR:
EMBED PLATE T1'PE EPD -
0 3i4�� = i�_o�� 3i8° x 6° x i�-6° PERMIT SET
MAX. STEEL KNIFE � .
c�°� PLATE WITH (2)-3/4" m �
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THRU-BOLTS
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G'� �I �s x �'-b" SHEET TITLE:
� `/ � C � O I � � S EELEEDGE ANGLE ��� AT EAGH SECTIONS AND DETAILS
°� I I/�" = I'-O" WITH #5 X 3'-O" AT 4'-O"
� VERTIGAL
� REO ARGHNEER W TH 3 BE�MX 3�I/2'H A.S.
r� AT I'-O' U.N.O.
° PLYWOOD SHEATHING SCALE: AS NOTED
°r��° b" METAL STUD WALL
- m WITH DEEP TRAGiG AT SHEET NUMBER
° S � C T I 01�! .� ToP
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E2 E2 5 4�0 4ro 5
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10 3/4" � q'-O I/4" 2" b'-10" •-4" '-4" 6'-10" '
i TOP OF �X TREATED � �, GORNER BARS
GONGRETE TOP PLATE _ _ � _ _ _ _ _ _ _ I TO MATGH
�" - - - i - - - - - - - i - - — HORIZONTAL HORIZONTAL
Ib�'-O I/2" � � � � i � � � � REINFORGING g�_3�� REINFORGING
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W8 HOIST � � i I W8 HOIST 8" � 5'�" '-8"� 8" � � a , Q
BOTTOM OF BEAM WITH � � � � BEAM WITH � i � �
TRUSS EMBED ' '
� � � � i � EMBED i � i � � i i i a 1805 29th Street
14�1'-I '1/8" - �L�.1`� - ' - - ' - - - - - - ' - - ' - - - - - - ' - - - - - - - � - - ' - - —
RE� 51.01 � � � � RE� SI.OI I � � � w Suite 2054
; ; � ; ; � ; ; ; m ' � Boulder, Colorado 80301
� � 10 3/4" � � � 5A � � � � I � I (t1 • , RE NFORGING phone 303.449.89��
� � i � TYP. AT � �� I � � � • RE� PLAN
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LEVEL 5 � � i � � i � �_ � � � � � •`
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I. RE� 1/55.01 FOR GORNER REINFORGING. ° ° °�a a ° a � ° � V♦ ..
1/8" = I'-O" - �° ° a � � L �
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AFF - ABOVE FINISHED FLOOR (E) - EXISIING NIC - NOT IN CONTRACT �.'� �2� ,`
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CONN -CONNECT LAT - LEAVING AIR TEMPERATURE UNO - UNLESS NOTED OTHERWISE W.....,..___ _,._............._... M0.02 MECHANICAL SCHEDULES J J J J J BOUICI@r, COIOraCIO
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CO -CLEANOUT LWT - LEAVING WATER TEMPERATURE W/ - WITH 80301
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PLAN SYMBOLS M2.03 MECHANICAL LEVEL 3 - FLOOR PLAN J J J J J
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coz CARBON DIOXIDE SENSOR � ROOM PRESSURE SENSOR O HVAC RISER M2.06 MECHANICAL ROOF PLAN J J J J J ` � a
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Q THERMOSTAT _ PLUMBING RISER � POINT OF DISCONNECTION - M��o
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-SMS(V)-SNOWMELT SUPPLY FOR TOV � ' - W - WASTE PIPE � D� SOLENOID VALVE i`�`�O�Q�`V�PeOPO�//�
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-HWS- HEATING WATER SUPPLY � -AW- ACID WASTE PIPE � I�I PIPE UNION =� '� '�'
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-HWR- HEAl1NG WATER RETURN i -AV- ACID VENT PIPE � D4V�D4DOUBLE CHECK BACKFLOW PREVENTER ;�,� 3521� s;�
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-CR- CONDENSER RETURN ; -ST- STORM DRAIN PIPE ; � PIPE EXPANSION JOINT �''�.,,���/p��l�6``E\���.��`�
._..�...._..._.._...�....._._.....�.�__ _____.. _ ____......_.�..._._. ...._........�...., _..__.._.. ........_......__.._.....�..�....�...�..........,._.._..�._.�..._.....�......�................. � __....�....._...�,,.....�...,__.._............_.......�..._�.___..._.._.._.�..__......._...__ ._..,... �
-G- NATURAL GAS 4 •ST(OF)-STORM DRAIN OVERFLOW ; [��] FLEXIBLE CONNECTOR ISSUE LOG KEY:
__.._......_.._ __µ__ M� _..�.___.�.__.._.._...,,._.....___....__ ...�.._._._.__m _..__.._ _...._..__.._.__.._�..._....� ......._.._.�......_�..._.,.�,..__.. , , � rn rn rn o
ISSUED AS PART OF A SET o 0 0 �
-MG- MEDIUM PRESSURE GAS � -SD- SECONDARY DRAIN � �� SAFETY RELIEF VALVE � , W �\\�\
NOT PART OF SET � � o� �n o �
f ....._............_ .. .....___ ......_.��.................___......� E ' ._......_.......___.._._....._.._._._..._._.__�._._.,._,.�,,,,_..__...._._.___, �*� �SSUED FOR INFORMATION ONLY Q � o c� r� o
�PG- LIQUID PROPANE GAS , -SO- SAND AND OIL WASTE � Y AIR VENT �����
_.�. M...__..._....__ __.___..__..., _M_.._......,...�.._.._..,m,...._. ; _..._......_.. .._____....__..�,...__....,.._._....._....�,..._.......�...._____�......_.,....._._. ... ..�.�...m.�...._,._..__ _._..�.,.m,. M..,,.._._....._.._.�.....�..�,...�...,._..._._. p co n rn p r�
- D - DRAIN PIPE � �N�AH ������ � -VAC� VACUUM PIPE��m����� � T PRESSURE - TEMP�TAP��� µ� o 0 0 .- o
.�.... _�
-PC- PUMPED CONDENSATE � -CA- COMPRESSED AIR PIPE ; PRESSURE GAUGE W/ PIG TAIL & COCK
..__...._�......._......_.._.. ___... __.._____...._..._.. �
�OV- FUEL OIL VENT ; �I�� BUTTERFLY VALVE��mm� € M � TMERMOME;�R � _�^;���µ µ�� P ROJ ECT ALTITU DE O
-FOF�FUEL OIL FlLL ����M� µµ� ; D4�SHUTµOFF VALVE (BALL, GATE, BUTTERFLY) � �TY VACUUM BREAKER �� �M �� L
-GF- GLYCOL FEED � D�4 GLOBE VALVE ; O HORIZONTAL CLEANOUT 8,170 FT ABOVE SEA LEVEL �
.�
� __...._...___ ____.._,,.._.. � �
. -RFS- RADIANT FLOOR SUPPLY��� N�m�N��� • N VI CHECK VALVE �����µ��� i �I m VERTICAL CLEANOUT �
-RFR-�RADIANT FLOOR RETURN���µN mm^� µ�� £ µ DJ �FLOW�CONTROL VALVE m� ��µM� � � �� FLOOR DRAIN^���mmm��� GENERAL NOTES. � O
' -RS- REFRIGERANT SUC110N `; q BALL VALVE I Q FLOOR SINK U O
.,..�.,.,.� ..,�,.....M_�._.,�..._ __..,._....�......_,�....� _...�...__.._., ..... ___............._.__ �__._..._.__...�.,.__...._..__.,�.....�,,. � ._.�,,.._.�.....__ _._._____._.,.,_m.,._..._.._.,..._.�......�......�. ..._........._.__..
-RL- REFRIGERANT LIQUID ' 101 PLUG OR BALANCING VALVE ; � ROOF DRAIN 1 THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION I _
_....�..,......,._.. .�.,�.�...,.�...._..,...,�.......___ .,.,...._.,.,�._.._.,..... _....�._.,.�.......,_..�.,._ _.....................
�...,..._...,,.,.. .._�,,..,,_..,,�,..,,�,,. � ,,.,,,.,_.....,_..,...�,_._„__....,_,,,._..,...,...._......,.__.�....____�__��..._._................. DOC UM ENT S P EC I F I CATI O N BOOK(P ROJ ECT MAN UAL) }, ( ,
- DOMESTIC COLD WATER � FLOW BALANCING VALVE M� STRAINER W/ BLOW-OFF VALVE v
� -�---�---.-----------°-�-°--µ--.°-�-��-..-°.°,.�- f 2 DO NOT SCALE DRAWINGS VERIFY DIMENSIONS IN FIELD PRIOR TO � ^
._._..._.,._.M....,....._,..... �...�...__..�...,...�....._....._.._. �.,.__�. �..........,_... .__,......,,._..______�.......___._._�_.,..._
x -NS- NON-SOFTENED DOMESIIC COLD WATER ( —r.� PLUG VA�VE IN RISER � -�D4-� SHOCK ABSORBER COMMENCEMENT OF WORK REFER TO ARCHITECTURAL DRAWINGS FOR ALL �
X .�....__......___......... �.............�,....,.,._ __.....,.....,..,_.. ; _......,..�.,.,�,.�.,�...�...___.....,__.._...._...._._ .____.,_...._._..,..,,___ ; .�.....___.._._.....,...�_,�,,,..,,_._.....,.,,.._._.�..�..._.... _____...,.� D I M E N S I O N S �� •�
X -- DOMESIIC HOT WATER � —� GATE OR GLOBE VALVE IN RISER � FLOW SWITCH
J 140'-- DOMESTIC HOT WATER (TEMP. SHOWN)T M � � �� DRAIN�VALVE W� HOSE END m H,�,��^ � �W�M.HOSE BIBB �������m�� 3 ALL SUBCONTRACTORS SHALL BE LICENSED, EXPERIENCED,AND THOROUGHLY � �
� �i E � KNOWLEDGEABLE IN THEIR RESPECTIVE AREAS OF THE CONSTRUCTION �
_..._._._.__.. _.._._._.,_,,..._.___..__ __..__. _._.. _......... ___.. _...._._ ......._.,�....___...... .�._..____._.� _.. ,.._........_......_.......�......._._..�.._...._..._...________�_�...,_.._..,_.�.............._...�.,�....
� ___ , ! INDUSTRY AND SHALL PERFORM IN A RESPONSIBLE MANNER WITH
o HOT WATER CIRCULATION � I�! TEMPERATURE CONTROL VAL�'E "� 1NALL HYDRANT
� _.._........_..................�...___ �_...,...,.,..,.,.,,�._.. ; .....,..,...,.._, __.....,.....m._._.... .....___.._._..._...... .. .._.........._ f ..._..,................__._._._........_..__........_._....__..._____�,�,,._,.,,........_..._�..._._.._..__......_ ESTABLISHED CONSTRUCTION SEQUENCE, SHALL RECOGNIZE THE PRIORITY OF
N -MA- MEDICAL AIR PIPE j -HPS- HIGH PRESSURE STEAM SUPPLY ; � STEAM TRAP THE CONSTRUCTION DOCUMENTS,AND SHALL INFORM THE PRIME
� .,.,......,_�..,..M..,,,.�.,... �,,,,�,,.,.....,_,,.,�,M__ � ....._......_,_._.�,.._...._.._...___._.. ___._...�._......_........ ...._ _,____ �_......_...__ ..........__....,_.............._...,.,,,,,,.,...._.,__._,.,._...,___,....� CONTRACTOR OF POTENTIAL PROBLEMS WHEN THE CONSTRUCTION
� -Oz- OXYGEN PIPE ���� m M � -HPR- HIGH PRESSURE STEAM RETURN m � �FT-FLOAT & THERM05TAl1C �rv�� DOCUMENTS ARE UNCLEAR OR INCONSISTENT
f
o -N- NITROGEN PIPE ` -LPS- LOW PRESSURE STEAM SUPPLY � TD-THERMODYNAMIC 4 SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY
�- ......................_....__..._. ...._._.._._.....,....._..,..__.._..._,._.__........_......... _. E _....._.,..._._....._._..._�....,..,.........,...,...,..,.,,.,.... .,.,...,.,,...... ,....,.. ( .,�......,_...........»„....,,....,,..�........,...._,....,,�....�.....�....... __.._.,.�
� -Nz0- NITROUS OXIDE PIPE € -LPR- LOW PRESSURE STEAM RETURN j IB-INVERTED BUCKET SERVICES AND COORDINATE AS REQUIRED BY THEIR RESPECTIVE AREA OF THE
.._ .. .. .... ; _.....__�.__ ___��__.._..,.___,_.__.___...,.._.. _ _ ..__ E .._.,..,_................... _..�._... _ _.,,._..,,.........._...... .. ___.........._ .. CONSTRUCTION, NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR
� ` CONFLICTS
0
� DUCTWORK SYMBOLS 5 VERIFY EXACT LOCATIONS OF NEW UNDERGROUND UTILITIES, PIPING,AND
U
o �p� FIRE/SMOKE DAMPER ; � RETURN/EXHAUST DUCT DOWN E � SUPPLY REGISTER RACEWAY SYSTEMS PRIOR TO TRENCHING CONTRACTOR SHALL OBTAIN AND
� _................._ �,.. _...,.....'......._...,.,.._,,,.,___W__.._ „ w..,., � ...._...._......_........_._......., �._.....__.._.......,...... � _._._.___..____._.........._......._._._,.__._,,...,....�,.._,,,,..._._.- __ VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS
� FIRE DAMPER , � @ TURNING VANES SHOWN IN 90N ELBOW. ! � RETURN AIR OR EXHAUST AIR REGISTER.
� /f��� EXHA UST FA1V N ROOF W/ "�����`.____..____ ' __. ---.--.-..-.-.�------µ-- .---.�..-..��--- ; �"`""""""`"..""SUPPLY DIFFUSER•�ARROWSµµ����µ 6 OFFSET PIPING, DUCTWORK, ETC AS NECESSARY TO ACCOMMODATE
� �[!v pUCT THRU RO�F. _ �� � r� MANUAL BALANCING DAMPER �w � � �— INDICATE DIRECTIdN OF THROW STRUCTURE, BEAMS,AND COLUMNS
� -o ` 0 SMOKE DETECTOR E a--- MOTORIZED DAMPER € Q-,�O DOOR GRILLE � 7 WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE
-o _.._..... ; _�_____ ........_._......_._.�...w___�._�.__�.._. . _ � —..___.._ __.�...____..�..,.._..- _____.__ SATISFACTION OF THE ARCHITECT, OWNER,AND ENGINEER
° � TEMPERATURE CONTROLLER � o--- BACK DRAFT DAMPER ; e SEC110N THRU SUPPLY AIR DUCT.
U �
i ............................�,...,... ..._...,_..,.....,,_. ,...,_..._...,_,...._.,. ,.,,.._..._..,_ .
- I��I ; � SECTION THRU OUTSIDE AIR, RETURN � 8 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER WORK IN
� >, � ACCESS PANEL � AIR EXTRACTOR � � AIR, OR EXHAUST DUCT
m .............._._,...._._...�.....___ ..� _.._...... . _ _ ......�,,.,......_.....___..._._,.w�._____.�._....� CONFORMANCE WITH ALL APPLICABLE CODES, ORDINANCES AND LIFE SAFETY
l'�U�'1�1ZE�""%�R�"��17�T5(i3�FIEE'1""������������_..___ �
-o � SUPPLY DUCT DOWN � � METAL WIDTHxDEP� � ! FEATURES AS REQUIRED BY LOCAL, STATE, OR NATIONAL AUTHORITIES THE
� ._.... .�......_ � _._._..,.,.�..... _._ E _____..._._.,..._,....�,_....._.._........................_,,,,,.,_„� CONTRACTOR SHALL VERIFY WITH THE ARCHITECT IF MODIFICATION OF
� HIS/HER WORK IS REQUIRED FOR COMPLIANCE
� SINGLE LINE/DOUBLE LINE DUCTWORK SYMBOLS PROJ NO 17030 00
9 SYSTEMS SHALL BE COMPLETE, OPERABLE,AND READY FOR CONTINUOUS
�, SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE OPERATION PRIOR TO ACCEPTANCE BY THE OWNER DRAWN ELP
................... .......... .. _ .... ... .. .. .. .. .... .. .. ..... .. _ _ .... .. .. .. .... ... .. ..
� 10 ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND INSTALLED AS
oa 45• WYE (ROUND� 90' RADIUS ELBOW. � PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS REVIEWED DJK
� o .... .._ ......... .. ............... ........ .... • : .. ....... - ... .... .. °
�1
"" "" "' "" """"" """ '" """ """" "" "�' 11 PROVIDE 4" HIGH CONCRETE EQUIPMENT PADS BENEATH FLOOR MOUNTED
0 90' TEE (ROUND) 90' ELBOW W�TURNING VANES MECHA�,ICAL EQUIPMENT, IN ADDITION TO ANY BASE ASSEMBLIES REQUIRED '
co (RECTANGULAR) � OR RECOMMENDED BY THE MANUFACTURER DATE �OI3O/O9
�4�
� ........... .. .. .. .... .,...... ...... .. .. .. .... .... .. .. .. .. .. .. .. .... .. .. _ .... ..
� 12 ALL FLOOR DRAINS CONNECTED TO THE SEWER SYSTEM SHALL BE EQUIPPED
0 45' CONICAL WYE (ROUND) 45' RADIUS ELBOW. WITH TRAP PRIMERS PROVIDE TRAP PRIMERS WITH BACKFLOW PREVENTERS REVISIONS
� � AND CONNECT TO THE NEAREST COLD WATER PIPING ADJACENT TO A PERMIT SET RE-SUBMITTAL
�._,..._.__.......,,,__...... ........... ...._ ....___,_...___......,.,,., ............,..._._....__ .. _ _.............._._._..._....._ _.. _.....__..........._._.__._._._ ___.........._...�,,.,,�.......,_...., • FLUSHING FIXTURE INSTALL IN ACCORDANCE WITH MANUFACTURER'S
W .. ..................___._...._.... .,..,.,,,..,,.,,�� ...._.,..,. RECOMMENDATIONS � ADDENDUM #1 03/04I10
c� 90' CONICAL lEE 45' ELBOW (RECTANGULAR)
jW��W ���_____... .._.._._ � � _ � �w���......�......��...�.�..w.....�............. ........ � � �.�....�.�W..,...,.w.,��.�. W�,W��..���..,,,.,,,.�...,.�.�.,w........_..... W W W___.��....�......... _ �W.�,,,..W„�,,,,��... _W�..�__..._.........w ��,..,.,w�..,..,_.�_W 13 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING � ADDENDUM #2 03/04/10
� R PENETRATIONS AND AIR DEVICE LOCATIONS
� DUCT SPLIT R� DUCT RISE SYMBOL —�'
/ 14 COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION,
io, ___ .. .._ ___.... _..............__..._._._.._._.._.. .. __.._..........................._........ .. _.. ....___..._ .. ...................._..............,..,.........._....... .. ,._,...,..�,.,_,,.,_ ., _ .._ .......__....... .... ......,..,,.�,.,...,._.. ___.........__ ELECTRICAL, LANDSCAPING,AND INTERIOR DESIGN DRAWINGS PRIOR TO
� RIGID FLEX DUCT RIpD �� DUCT DROP SYMBOL � INSTALLATION 0 OZ ARCHITECTURE
--�
_ � � 15 PROVIDE'/<"GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR DUCTS OR
....�.........._..... ............. ..__..�.,.__.�...._..._..._..........�.,......, .. ., _ .............._......_ .. .,.. .. ,. __._........ .. .._ ..,..._.. ........_............... ,.,. ..._...._............_,
.. .........._..........,_......_........................W.. ........ OPENINGS,AND ALL OPEN END RETURN AND EXHAUST DUCT
�
o �--��--� SIZE OR SHAPE TRANSITION 16 ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS DUCT FIRST CHAIR
a .�....,�................. .... .. ......_.......,.,........,�.........,__......,....,.,..,.._...-••. ......,..W_ .. ....,........_......_...___.............. ........._....._...___...__ .. .. ....W___._..._........_...._...__ _.....__._...._.._._ .._..W..,........w...... W„ __...�..W_ .._ L I N E R HAS B E E N AC CO U N TE D FO R
i w 17 REFER TO PLUMBING FIXTURE CONNECTIONS SCHEDULE FOR PIPE SIZES TO ISSUED FOR
o FIXTURE CONNECTION SCHEDULE INDIVIDUAL PLUMBING FIXTURES PERMIT SET
�
,, FIXTURE HW CW WASTE VENT FIXTURE HW CW WASTE VENT 18 FI�L HEATING WATER SYSTEM WITH 30%ALUMINUM-SAFE PROPYLENE
° GLYCOL/WATER SOLUTION AND FILL SNOWMELT SYSTEM WITH 50%
° WATER CLOSET ( FLUSH VALVE ) - 1" 4" 2" DRINKING FOUNTAIN / E.W.C. — Y�° 11�t" 11�t" ALUMINUM-SAFE PROPYLENE GLYCOL/WATER SOLUTION
� WATER CLOSET ( FLUSH TANK ) - S�z" 4" 2" KITCHEN SINK W/ DISPOSER L�° L�" 2" 1Yz" SHEET TITLE
, z URINAL ( BLOWOUT ) - 1" 2" 1Y�" BATHTUB / SHOWER �'4' �'4" 2" 1L�" MECHANICAL
'i °o URINAL ( WASHDOWN ) - �'4" 2" 11�'i° CLOTHES WASHER ROUGH-IN L�" L�" 2" 1S�z" COVER SHEET
� LAVATORY Lz" Y�" 1L'�" 1Y�" DISHWASHER ROUGH-IN l�i" - 2" 1S�z"
� SERVICE SINK 1�z" Yz° 3° 2" BAR SINK �" lFi° 1Yz" 1L'�" SCALE
� MOP SERVICE BASIN �" v�z" 3" 2" SHEET NUMBER
U
o a SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. MINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4". ALL FIXTURES LISTED ARE NOT NECESSARILY
L USED ON THIS PROJECT. � "
, �
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FAN COIL SCHEDULE (HYDRONIC)
FAN HEATING COIL
ESP ELECTRICAL AIR CONDITIONS WATER CONDITIONS MANUFACTURER*
MARK SERVICE TYPE O.S.A. MAX.WTR FILTER ACCESSORIES REMARKS
CFM CFM � S.L. � ALT HP VOLT/ E.A.T. L.A.T. SENSIBLE E.W.T. L.W.T. GPM P.D. & MODEL #
(IN WC) (IN WC) PH DB ('F) DB ('F) MBH ('F) ('F) �� �
�
FC-1 CORRIDOR BELT 400 400 0.4 0.3 1/4 120/1 -15 75 28.8 170 150 2.0 5 2"f.A. MAGIC AIRE HBB-06 - 2-ROW HEATING COIL
VENT DRIVE
1805 29th Street
_ FC-2 ��VENT�R DRIVE 560 560 0.45 0.35 1/3 120/1 -15 75 40.3 170 150 3.3 3 2"T.A. MAGIC AIRE HBB-06 - 4-ROW HEATING COIL Suite 2054
Boulder, Colorado
80301
MANUFACTURERS: phone 303.449 8900
* CARRIER, ENVIROTEC, MCQUAY, TRANE
GENERAL NOTES:
A: °'�
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� � � �N n N N
FAN SOUND POWER (dB re. 10-12 WATT) MOTOR W V � o o M o 0
ESP MANUFACTURER* _ ��°°�
MARK TYPE HP/ VOLT/ ACCESSORIES REMARKS m W vvv V v
CFM SONES � S.L. � ALT 63 125 250 500 1000 2000 4000 8Q00 & MODEL # � �, �
(IN WC) (IN WC) HZ HZ HZ HZ HZ HZ HZ HZ �WA�� PHASE � � `= � �
G ��
h � �U aa
C � > >
U �J 0 l�L Q �
EF-1 SIDEWALL 65 1.4 0.3 0.25 - - - - - - - - 24 W 120/1 PANASONIC FV-08VS1 BACKDRAFT DAMPER UNIT BATHROOMS
��ii\1lO4ii9�i 6Piilil
BACKDRAFT DAMPER, GRILLE, ` p� REG��'''`
EF-2 CEILING 650 6.8 0.5 0.4 70 68 68 62 56 49 51 50 229 W 120/1 COOK GC-740 ISOLATORS ELECT/MECH/ELEV � @`•••••°•a s ',,
� :• a. tto�• ':
� �� .��,�
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=� s �
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EF-3 INLINE 600 3.2 0.4 0.3 64 60 60 50 36 29 36 37 188 W 120/1 COOK GN-720 BACKDRAFi' DAMPER, ISOLATORS CONTINUOUS GARAGE �.a 5218 ;�\ '
=�p: `� ,��CC�e�.,
DISCONNECT, DRAIN, FLEX OUTLET %;,�F� ..,.,..,a :°�°�.��
EF-4 SIDE INLET, ���000 93 dBA 0.6 0.5 95 100 94 89 86 83 81 75 7.5 208/3 COOK 270CPFB CONNECTION, INLET SAFEfY SCREEN, MAXIMUM GARAGE; CCW %,��� � �� � \ o
TOP OUTLET ROTATION, UPBLAST DISCHARGE ''i�l��a;�ii'���„`o�`��
ISOLATION RAILS, HF-320 ISOLATORS
EF-5 CEILING 100 3.1 0.3 0.25 51 59 55 54 50 43 38 31 66 W 120/1 COOK GC-144 BACKDRAFf DAMPER, GRILLE, JANITOR'S CLOSET
ISOLATORS
� INLINE REMOTE INDICATOR PANEL, PRESSURE
EF-6 DRYER 150 - - - - - - - - - - - 85 W 120/1 FANTECH DBF4XLT SWITCH, SECONDARY LINT TRAP WHEN DRYER BOOSTER FAN
BOOSTER FAN IS LOCATED <15Ff FROM DRYER.
� O
MANUFACTURERS: .� �
* GREENHECK, PENN
= GENERAL NOTES: � �.
A: - - � O
� B� U o
-�-� U
BOILER SCHEDULE � ^
X L -
X HEATING CAPACITY BURNER ■ � '-
J BOILER FUEL INPUT L.W.T. E.W.T. VENT MANUFACTURER* ACCESSORIES REMARKS � �
MARK SERVICE NPE NPE � S.L. OUTPUT MINIMUM �•F� �•�� HP VOLT/ -�yPE & MODEL # >
� (MBH) � ALT. A.F.U.E. PH
N
� B-1 SNOWMELT CONDENSING G 2,500 1,600 95% 140 110 <17 A 120/1 CAT. IV PATTERSON KELLEY _ ASME CSD-1 CONTROLS
� MACH 2500
� BUILDING PATTERSON KELLEY �
o B-2 HEAT CONDENSING G 1,050 680 95� 180 15Q <15 A 120/1 CAT. IV MACH C-1050 - ASME CSD-1 CONTROLS
�
� B-3 BUILDING NON- � 1,000 580 85� PATTERSON KELLEY
� P U M P S C H E D U LE HEAT CONDENSING 180 160 <12 A 208/1 CAT. �� MODU-FIRE FD 1000 - ASME CSD-1 CONTROLS
�
�
� MARK SERVICE 1YPE GPM TDH (FT) FLUID MOTOR VOLT/ M &UMODELRER* ACCESSORIES REMARKS MANUFACTURERS:
� HP RPM PH # *
i SUBSTITUTION REQUEST REQUIRED; NO EQUIVALENT MANUFACTURER�S LISTED.
� P-1 SNOWMELT INLINE 65 80 50� P.G. 5 3450 208/3 GRUNDFOS 2.5 LP _ _ GENERAL NOTES:
�
' CIRC 5/4,6 A: PROVIDE INTEGRAL BLAST DAMPERS ON EACH BOILER EXHAUST.
m B: UTILIZE CAPPED TEES ON BREECHING I.L.O. 90' ELBOWS; COORDINATE EXACT BREECHING REQUIREMENTS WITH FLUE MANUFACTURER.
� P_2 SNOWMELT INLINE 120 30 309� P.G. 3 - 208/3 GRUNDFOS UPS _ SEf FOR SPEED 2 C: BOILER FLUE EXHAUST SYSTEM TO INCLUDE HAYS CLEVELAND, OR EQUIV., SEQUENCE DRAFf CONTROL.
c
BOILER INJ 80-160/2
�- BUILDING PROJ NO 17030 00
p-3 BOILER INJ INLINE 75 30 30� P.G. 1-1/2 - 208/3 GR5�D�sQ�2PS - SET FOR SPEED '2 • UNIT AND CABINET HEATER SCHEDULE (HYDRONIC) DRAWN ELP
� (B-2)
�
o P-4 DHW INJ INLINE 60 25 30% P.G. 1-1/2 _ 2ag�3 GRUNDFOS UPS _ SET FOR SPEED � HEATING COIL ELECTRICAL REVIEWED DJK
0 50-�so/2 WATER CONDITIONS *
� MANUFACTURER
a° SPACE GRUNDFOS UPS MARK TYPE CFM SENSIBLE E.W.T. L.W.T. MAX. WTR. HP� VOLT/ & MODEL # ACCESSORIES REMARKS
� P-5 HEARCG INLINE 75 50 30� P.G. 2 - 208/3 50-240/2 - 5Ef FOR SPEED 3 MBH �.F) �.F� GPM P.p, ��.� ��NATTS� PH DATE 10/30/09
� REVISIONS
� P-6 �HW INLINE 10 �5 POTABLE 205 W - �20�� GRUNDFOS UP PROVIDE WITH CLOCK/TIMER FOR BEACON MORRIS
RECIRC WATER 26-96 BF SHUT-OFF DURING UNOCCUPIED TIMES. BRONZE CONSTRUCTION UH-1 HORIZ. 630 31.3 170 140 3.5 0.15 1/20 120/1 HB_48 OSHA WIRE GUARD UNIT MOUNTED THERMOSTAT PERMIT SET RE-SUBMITTAL
w � ADDENDUM #1 03/04/10
� OIL-MINDER CONTROL $YSTEM WITH OIL SENSING SYSTEM TO
� P_� ELEVATOR SUB- 50 15 WATER 1/2 - 120�� STANCOR OIL-MINDER BUILT-IN AUDIBLE AND VISUAL ALARM, HIGH PREVENT DISCHARGE OF UH-2 HORIZ. 420 15.6 170 140 1.9 2.2 16 W 120/1 B�CON MORRIS pSHA WIRE GUARD UNIT MOUNTED THERMOSTAT
m SUMP MERSIBLE SE50 HB-118A � ADDENDUM #2 03/04/10
/ LIQUID ALARM FLOAT HYDRAULIC OIL INTO SEWER
�
�� GRUNDFOS 2.5 LP WALL BEACON MORRIS
P-8 SNOWMELT INLINE 65 80 50% P.G. 5 3450 208/3 5/4.6 - - CUH-1 MOUNTED 335 21.0 170 140 1.0 0.1 1/15 120/1 VV_1060-03 - UNIT MOUNTED THERMOSTAT
� CIRC
0 OZ ARCHITECTURE
o BUILDING GRUNDFOS UPS WALL BEACON MORRIS
= P-9 BOILER INJ INLINE 120 35 30� P.G. 2 - 208/3 50-240/2 - SET FOR SPEED 3 CUH-2 MOUNTED 230 12.8 170 140 0.5 0.1 1/15 120/1 yy_�060-02 ' UNIT MOUNTED THERMOSTAT
�, (B-3)
o FIRST CHAIR
Q
�
� MANUFACTURERS: MANUFACTURERS: ISSUED FOR
� * B&G, TACO, ZOELLER OR AURORA EQUIVALENT * TRANE, MCQUAY, MODINE EQUIVALENT PERMIT SET
o GENERAL NOTES: GENERAL NOTES:
� A: CONNECT PUMPS TO PIPING WITH FLEXIBLE DOUBLE-BELLOWS PIPE CONNECTIONS, MASON INDUSTRIES SAFEFLEX, OR EQUIVALENT. � q;
L B� B� SHEET TITLE
z° MECHANICAL
, o SCHEDULES
�
� SCALE
� SHEET NUMBER
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HOT WATER GENERATOR SCHEDULE FINNED TUBE SCHEDULE ,
MAX STORAGE TANK * BTUH BTUH AVERAGE ENTERING TUBE FIN ENCLOSURE *
E.W.T. L.W.T. PRESSURE FOULING MANUFACTURER MANUFACTURER
MARK SERVICE TYPE SIDE GPM FLI;ID CAPACITY DIMENSIONS ACCESSORIES REMARKS MARK PER L.F. PER L.F. WATER AIR TEMP. SIZE SIZE SIZE (IN.) ACCESSORIES REMARKS
('F) ('F) DROP FACTOR (GAL.) L x D & MODEL # � S.L. � ALT TEMP. ('F) ('F) (IN.) (IN.) H x W & MODEL #
(PSI)
HOT 60 30% P.� 180 160 3 - PROVIDE END CAPS,
DOMESTIC INDIRECT� . „ A.O. SMITH HD48-700 W/ _ BB-1 580 400 160 65 �4° 2�4"x2}�" 10"x4" STERLING SENIOR FITTINGS, ETC. FOR — �
�—� HOT WATER VERTICAL 0.0005 700 93 x48 DW10-42 COIL 150 PSI RATED SR-3/4-55
COLD 20 WATER 40 120 3 COMPLETE SYSTEM
z
1805 29th Street '
" MANUFACTURERS: MANUFACTURERS: Suite 2054
* VULCAN Boulder, Colorado
* TATE. UUD QUIVALENT 80301
GENERAL NOTES: GENERAL NOTES:
A: A:
B: B: phone 303 449 8900
MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE PLUMBING FIXTURE SCHEDULE °°
� - , `�'n
S°D
ELECTRICAL MANUFACTURER* �?
MARK SERVICE TYPE CAPACITY VOLT ACCESSORIES REMARKS MANUFACTURER* FAUCET TRIM MFR.* a °
Hp � & MODEL # SYMBOL TYPE A.D.A. FINISH ACCESSORIES REMARKS � °a
P H & M O D E L # & M O D E L # Z W �
SNOWMELT N = o�N��
GF-1 BOILER GLYCOL 55 GAL 0.7 A 120/1 AXIOM IND. SF 100 — 50� P.G. SOLUTION SYSTEM „ � Z � �°����
� � � C'1n�N N
PLANT FEEDER P� GARAGE FLOOR _ CAST IRON ZURN Z536 — _ 5 PIPE, U.N.O., MIN. 40 Q � p��N N C7
BUILDING — DRAIN SQ. IN. FREE AREA �� w ��vm�
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GLYCOL
GF-2 BOILER 55 GAL 0.7 A 120/1 AXIOM IND. SF 100 30� P.G. SOLUTION SYSTEM
FEEDER O MISC. FLOOR TRAP PRIMER
PLANT P2 — CASi IRON ZURN Z415—C — 3" PIPE, U.N.O. � � g
DRAIN CONNECTION = m � ��
C ~ �V ��
MOLDED FLORESTONE STERN WILLIAMS WALL GUARD, HOSE/ V >J�LL Q �
P3 MOP SINK NO BRACKET, STAINER, — ° �� ���
MANUFACTURERS: STONE MSR-2424 T-10—VB DRAIN CONNECTOR
* UNDERDECK CLAMP, n
3 PIPE, U.N.O., MIN. 15 ����\t111i9 ofVGi�y�p/ ��
P4 DECK DRAIN — CAST IRON ZURN ZB158—DT — 2—STAGE SEEPAGE �� p0 RE���
GENERAL NOTES:
O SLOTS SQ. IN. FREE AREA `�`.� :Q;'� �0,'cf' .,'�i
A:
�o `�' �' •'p�,�
B: 3 PIPE, U.N.O., MIN. 15 _ o
UNDERDECK CLAMP, „ �c.� �p_
P5 ROOF DRAIN — PVC ZURN RD2120 — CAST IRON DOME - _
STRAINER SQ. IN. FREE AREA _�; 5 18 � ^
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• P6 FLOOR SINK — rAST IRON ZURN Z1970 — PRIMER�CTONNECTION /��'%��`�v"%�"°'�����'°�\`,�\
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P7 UTILITY SINK NO VIKRELL STERLING LATITUDE KOHLER CORAIAIS _ 4" CENTERS
995 k-15271-4
WHITE BRIGGS OAKBROOK
P8 UNIT LAVATORY NO VITREOUS 6534 MAINLINE 231—PUC9 — 4" CENTERS
CHINA
UNIT WATER WHITE
P9 CLOSET NO VffREOUS BRIGGS ALTIMA 4233 — BEMIS 1500EC —
CHINA O
+ UNIT KOHLER VILLAGER CONTRACTOR TO CONFIRM � �
P10 TUB/SHWR NO CAST IRON K-715 OR K-716 MAINLINE 411T0—CP MAINLINE 410—CP LEFf OR RIGHT DRAIN '�
L CONFIGURATION PER UNIT � �
UNIT KITCHEN STAINLESS � �
P�� SINK YES STEEL �ERLING 14633-3 MAINLINE 134—CP — — O
� ,
WHITE BRIGGS OAKBROOK
0
1� UNIT LAVATORY YES VITREOUS 6535 MAINLINE 231—PUCP — 4" CENTERS �
CHINA �J
WHITE V♦ ..
x � UNCL SET R YES VITREOIJS BRIGGS ALTIMA 4234 — BEMIS 1500EC —
X CHINA .L �
c� MAINLINE 411T0—CP, � �
� 14 ��T YES CAST IRON KOHLER VILLAGER yyITH LUXART LC2PSYS60 MAINLINE 410—CP — >
� TUB SHWR K-716 HAND SHOWER
0
�
� 15 COMDRAINOOF _ CAST IRON ZURN Z165 — CLAMPING COLLAR 3° PIPE, U.N.O.
I
o CONTRACTOR OPTION
0 16 UTIIJTY SINK YES C PTION FOR ADA COMPLIANT KO kL;5 �ORA�IS _ 4" CENTERS
c� UTILIlY SINK
0
� 1� HOSE BIB NO BRASS WOODFORD 19 — — FREEZELESS, ANTI—SIPHON
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MANUFACTURERS:
�
� = FIXTURE: AMERICAN STANDARD, UNIVERSAL RUNDLE, FIAT STERN WILLIAMS
�
' -° FAUCET: SPEAKMAN, DELTA, AMERICAN STANDARD, CHICAGO
� °
" DRAIN: JOSAM, WADE SMITH
'� GENERAL NOTES:
m
� A:
°� B:
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� PROJ NO 17030 00
3 GRILLE, REGISTER, DIFFUSER & LOUVER DRAWN ELP
�
, N REVIEWED DJK
� SYMBOL USE PATfERN FINISH MANUFACTURER* ACCESSORIES REMARKS
o & MODEL #
� DATE 10/30/09
� SI D EWALL/ _
, / QA CEILING LINEAR WHITE KRUEGER 1600 O.B.D. REVISIONS
' o SUPPLY
� STATIONARY PERMIT SET RE-SUBMITTAL
� � ��UVERH W� OPERABLE RE. ARCH RUSKIN ELC445D _ COMBI AM ER ODER AND � ADDENDUM #1 O3/O4/1O
c� DAMPER
� SCREEN . _ 2" DEPTH, 2" EGGCRATE � ADDENDUM #2 03/04/10
° � LOUVER EGGCRATE RE. ARCH RUSKIN EG100 WIDTH� 4" EGGCRATE
U
/
HEIGH
� � ARCHITECTURAL �J� CHANNEL FRAME 0 OZ ARCHITECTURE
o QD OSA LOUVER CHEVRON RE: ARCH LOUVERS E4WH — MOUNTiNG OPTION, HIDDEN
VERTICAL MULLION
_
o E SCREEN EGGCRATE RE: ARCH RUSKIN EG100 _ 4" DEPTH, 2" WIDTH, 2"
� LOUVER HEIGHT FIRST CHAIR
�
� . ,
� �' ISSUED FOR
� J PERMIT SET
,� MANUFACTURERS:
o GRD MEfALAIRE, TITUS
� LOUVER GREENHECK, L&D
i z GEAERAL NOTES: MECHANICAL
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NOTES:
SNOWMELT MANIFOLD SCHEDULE SNOWMELT MANIFOLD SCHEDULE '' SNOEWMEL�T MANRA�M Q, SHEET M5.02 FOR
2. TEES AND FITTINGS OF UNDERGROUND
APPROX MAX LOOP APPROX MAX LOOP PREINSULATED SMS/R TO 8E WITHIN
ESTIMATED # PRESSURE ACCESSORIES REMARKS ZONE DESCRIPTION AREA �pM ESTIMATED # PRESSURE ACCESSORIES REMARKS LANDSCAPE AREA FOR ACCESS PURPOSES.
. ZONE DESCRIPTION AR� GPM OF LOOPS OF LOOPS
�SQ. FT.� LOSS �FT� �SQ. FT.� LOSS �FT� 3. CURB AND GUTTERS ARE TO BE INCLUDED �
IN SNOWMELT ZONES.
� 11 SITE PARKING 2,050 22.5 13 10.5 TOWN OF VAIL ZONE 1 EAST WALKWAY 1,000 11.0 7 8.1 TOWN OF VAIL ZONE
1805 29th Street
12 SITE PARKING 2,280 25.0 15 9.6 TOWN OF VAIL ZONE 2 EAST WALKWAY 780 8.6 5 10.3 TOWN OF VAIL ZONE FLAG NOTES: Suite 2054
Boulder, Colorado
O1 REFER TO SHEET M2.01 FOR CONIINUATION OF $O3O�
SMS/R(N) AND SMS/R(� PIPING.
13 SITE PARKING 1.420 15.6 9 10.6 TOWN OF VAIL ZONE. 3 SOUTH WALKWAY 780 8.6 5 10.3 phone 303 449 8900
14 SITE PARKING 730 8.0 5 8.6 TOWN OF VAIL ZONE 4 BUILDING ENTRY 1,130 12.4 8 7.8
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15 SITE PARKING 1.800 19.7 12 9.2 TOWN OF VAIL ZONE 5 GARAGE APRON 645 7.1 5 6.1 �Z
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16 SOUTH WALKWAY 1�145 12,6 S 8.1 6 TRASH APRON 625 6.9 4 10.4 � Z w u
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17 SOUTH WALKWAY 790 8.7 5 10.7 � PROJECT 2�24p 24.6 15 9.1 � �r���
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PARKING w V oA ��o�N
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18 SITE PARKING 1�250 13.7 S 10.4 TOWN OF VAIL ZONE g PROJECT �,530 16.8 10 9.8 � Y ° _ �°
PARKING _ _ -- i � F �� ��
� , I O �Y � �� �
REFER TO SHEEf M2.02 � � gZ #� u >� a
19 DECK 260 2.9 2 6.2 FOR ADDITIONAL g PROJECT ��790 19 6 �2 9 � � � �
INFORMATION PARKING �
20 EAST WALKWAY 720 7.9 5 9.2 � � I i, lll9QaQ999PoPlOq�!/
� � ,.�` 0 R EG� '���,
TOWN OF VAIL ZONE 10 SOUTH WALKWAY S00 8.8 6 6.7 � •``o �•''Kp•• ''�o
.
S ,1 ��'• ``'�" • �F%
APPROX. � I �`s: ` :p J
=�,. 352'i�
TOTAL 23,470 � . - � SNOWMELT MANIF�OLD y�5 8� 6, i i i � i ; ��_
�� � -i� I i� � i ENCL SURE. WALL MO�UNTEb � � � � � I ;��� �� r�•��\
I I - - I I '�%� s'•••....!/��� V\Q\`\�
GENERAL NOTES: SMS(N)&SMR(N) �toUT�D '
A: TUBE SPACING: 9° ON CENTER • - - i ii i i ALONG WALL OF GENE�RAT�R _
_ - - �" _ � '��ss!o����,��Ee,:``�
ENCLOSURE. -- � � i ,� ,1 �
e: TUBE DIAMETER: � _ _ _ _ _ _ _ _ � _ _ _ �_ _ _ _ _ I �
� - ' � � � � SNOWMELT MOISINRE� �� _�_ � - - � � i
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� j ' O O O � O O O O � - - - - � s s � I I DRAWN ELP
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j I ---- - - - - - - - - - - - - �NO�VIa�CT �A�NIFOLD #11 & - - - - - - - - - - - - - - - -L - ----. ���._.�- __=--- -_=__=_--- -- -__=_ =__= - ____ _________ - ___=___ -__ -- - - - - - - - - - - - - - - - - - -
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o I 15, LOCATED IN LANDSCAPE ---- - �
---1 Y'� �---�---------- -------
� � I � B�x' , I PERMIT SET RE-SUBMITTAL
� � j I ❑ � 0 0 ❑ � � � � ADDENDUM #1 03/04/10
m � I � 2"SMS/R(V) TO SNOWMELT • - - = i
� � i MANIFOLD #12 & 18, � 0 ADDENDUM #2 03/04/10 -
o I � I LOCATED IN LANDSCAPE SZ #3 I
j � � SZ #7 SZ #8 SZ #9 i I
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� I i I SNOWMELT MANIFOLD #20 � 0 OZ ARCHITECTURE
a , LOCATED IN LANDSCAPE
� i � � SZ #16 SZ #11 SZ #17 SZ #18 SZ #10 BOX. i I
�
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Q i ROUTE PIPING WITHIN I
� � � SNOWMELT MANIFOLD #16 & PROPERTY LIMITS; SHOWN 2"SMS/R(N) TO SNOWMELT � i
� W I ' I 17, LOCATED IN LANDSCAPE OFFSET FOR CLARITY. MANIFOLD #3 & 4, LOCATED I i ISSUED FOR
' o i � � BOX. IN LANDSCAPE BOX. i
� � j , � _ _ - _ _ _ _ - _ _ - PERMITSET
T I ! I I
0
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z I I I „ I SHEET TITLE
� � i I i 2 SMS/R(N) TO SNOWMELT MECHANICAL
i °o � I � MANIFGLD #9 & 10, LOCATED i SITE PLAN
�
I I I IN LANDSCAPE BOX.
�
� SCALE
� MECHANICAL SITE PLAN SHEET NUMBER
�
° • SCALE 1/16" = 1'-0"
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A B B1 C C3 D D3 E E2 E5 H3 � NOTES:
24'I.D., 26"O.D., AL29 4C 316L STAINLESS S1EEL COMMON 1. CONTRACTOR TO MAINTAIN 8'-6" CLEAR HEAD
i BOILER FLUE RISER, SC�HEBLER OR EQUIVALENT. MAINTAIN HEIGHT IN GARAGE AND INFORM THE ENGINEER
i i � i i i i . � REFER TO CIVIL DRA NGS FOR AND ARCHITECT OF ANY AREAS THAT MAY
CLEARANCES TO COMB STIBLES, ANTICIPATED TO BE 2 . CONTINUATION. NOT MEET 8�-6" PRIOR TO INSTALLATION,
PER FLUE MANUFACTU�ER. MINIMUM 8'2" CLEAR HEAD HEIGHT MUST BE
i i i i i i i i � CONNECT EF-4 DISCH �RGE TO EXH SHAFT WITH � � MAINTAINED IN ACCESSIBLE VAN AREAS.
SHEETMETAL. LINE WI�OWENS CORNING 10"s� FLUE FROM @�., �TYP 2.
SELECTSOUND ACOUSTI BLANKET, PER � 2. PROVIDE FLEXIBLE DUCT AND PIPE
i i i � i ' i i i ' � ACOUSTiCAL CONSULT�NT'S RECOMMENDATIONS. � PRV SET TO 0.5 PSI 0� TLET.- CONNEC110NS TO ALL MOTORIZED EQUIPMENT. �a
_ i i i i i i i i � GEAFRAGENEXHE ANS. � i SNOWMELT BOILER GAS 3. ROUTE DOMESTIC HOT WATER RECIRC TO
SUBMETER. WITHIN 10 FEET OF ALL HOT WATER FIXTURES.
- _ -- _ - _ - _ - _ - _ - _ - _ - _ --4- _ - _ - _ - _ - _ - _ - _ -I� _ - - - - � - - - - � - - - - - - _ - - - _ _ _ _ _ � _ _ _ _ _L� - 12"� EXI�IN��HQ _ Ps EF-2 �� 4. VERIFY ALL EQUIPMENT ACCESS PANELS WITH 1805 29th Street
i i i � i � _ - -i- - - - - - fi �„ _-� _-_ -_..� - - -{ � 1 MANUFACTURER AND ARCHITECT. Suite 2054
- i ii ��
i CHAIN LINK FENCE W/iD00R CTR �� r n � C� -1 � �„Y /-U1ILITY GAS ME R (APPROX. 7,100 BH). 5. COORDINATE IRRIGATION PIPING WITH BOUICI@r, COIOraCIO
i i i i i i i AT EXH FOR ACCESS, I� I� I �-�� , � �M/ 80301
IRRIGATION CONTR .
W ROUTED ALONG V�/ALL. INTAKE, AND FAN R � � I � I � I 4 � ��� SPACE RESERVED OR COMBINED 6. PROVIDE CLEANOUTS ON W V AND ST PIPING
I i PROTECTION. i 1O8 L � M G}-5" FIRE/DOMESIIC WA R ENTRY, GLYCOL AS REQUIRED BY CODE AND FOR REASONABLE phone 303.449.S9OO
� i i � i PIPES ROUlED UP ONCE i i � p 3" pg � FEEDERS, EXPANSIO TANKS, AIR MAINTENANCE BASED ON ACTUAL FIELD
PAST BEAM TO MAI TAIN PROVIDE SCREEN + �P• I I I SEPARATORS, ETC. EFER TO FIRE INSTALLATION. REFER TO DIAGRAM Q; AND QL
GENERATOR INTAKE AIR VIA r 3 �,
CLEARANCE� TYP. OVER DUCT ` � _ L J p2 fi I „ PROTEC110N DRAWIN S FOR FIRE WATER SHEET M5.01 FOR CLEAN-OUT INSTALLATION.
GENERATOR DISCHARGE AIR THRU WALL SLOTS AND OPEN SPACE � i i i i � OPENING. � �� � .C. . i „� I 10 � �
LOUVER IN WALL BETWEEN 1RASH � BETWEEN WALL AND ROOF. � � �� _ 3 ENTRY AND TO DIAGR M �, SHEET M5.0
AND GENERATOR. COORDINATE ' 4 3 - I I 10"� � FOR DOMESTIC WATER ENTRY PIPING. N°
_ _ � _ _ _ _ _ F/s O W \ 7. CO SENSOR LOCATIONS FOR GARAGE °�°
� M - VENTILATION TO BE LOCATED PER =°�
H E I G H T O F L O U V E R A B O V E S L A B i i i o = �� I =_ _ _ � 3 M A N U F A C T U R E R'S R E C O M M E N D A T I O N S. �z
WITH GENERATOR INSTALLATION 4" yy ��_ - �- - - � - ;, �- ,-�
` F.C. p p � P � �� 8°COMBINED FIRE/DOME TIC WATER FROM ` o 0
LOCAT10N. i ` -C.O. _ � i TYP• 2• 1 --- 14 � MAIN. REFER TO CIVIL D AWINGS FOR 8. ALL SOURCES OF IGNIT10N ON MECHANICAL �a
2 i 1 1 I x � „ r � C O N T I N U A T I O N. Z N � o���o
� � � U H_1 13 � � � � � � 5 I � EQUIPMENT SHALL BE MOUNTED 18" AFF. w c,
H � � 16 �_� I 15 IS"� V D N. C O N 1 1 N U E T Oe. N O T S H O W N F O R 9. R E F E R T O D I A G R A M � S H E E T M 5.0 1 F O R � Z � ���°��
4" GENERATOR EXH THRU ROOF.
1 � I 3u I � I I I �SMS V � L C J . � ..� 3 � � Q � V N�N N
x 1�N R E S I D E N T I A L�i i _ _ � 3y � , _ � �SMR V i 3 CLARITY. T R A P P R I M E R C O N N E C T I O N S. Q � m�N N�
8 . i � 2�A � � �SMS N � � O 6 �----J W V � °M o°°
X �� „ ' ' ' „ � 2�iz � � - � M SMR N � � �_�- GALVANIZED STEEL BOILE C.A. 10. REFER TO DIAGRAM �, SHEET M5.01 FOR w �����
X 107 �-1" �� - o - - 2�" ' ' � � � ' � � � 2�� H�!,r� � 1 � INTAKES, TYP 4. FIRE/SMOKE DAMPER INSTALLATION. � � � U
� � � � „ � � ,�t =
.A. 1 � A - � . � �'4n --- � - » � � � ` �m
E �yc� i_ �y� __ _ H B 3 11. REFER TO DIAGRAM CO3 SHEET M5.01 FOR CUH �, � �o ,�
- - - - - x72 � - - - - - - - � - _ i_ _ _ _ _ & UH PIPING. LOCATED UH AND PIPING AS
� �� 1 ��/2n�� 1 I � I 1 2n 1 1 ��r•..,,,t � I � Q _Y c �� �
� L I _ � � � _ _ I 1 � F� P2 HIGH AS POSSIBLE. u >�o�a y
x ~ X O � ��� _ I � ' I � � 7 I� I � I I 2 I � i I � � � �`i t l, 2 � � > - - -'J 3 I i R E F E R T O D I A G R A M ,� $ 1 2. R E F E R T O S H E E T M 5.0 3 F O R B O I L E R P I P I N G
' : r : x : F s o � SHEET M5.02 FOR STORA E TANK PIPING. DIAGRAMS. ,
;o � ; i `� A eo--4" i � � � �� _ I � I I ��I y y ,��� I � N���� �n x s \� i1 l S V E 6 F a V i P P i I P////�
� + � _ � i 2 � �� � � � � � 3 � p� _� _= C.O. � � 3 , , � � » J 2 � `O °.-° N 4 ZURN Z199 DOWNSPO T NOZZLE, OR 1 3. P R O T E C T P I P I N G R O U T E D A L O N G C O L U M N S �����`�� 00 REG� �,,���
; � --------------------�---�---- ---------� � I I � v I w w � I � D � � �' -L�1 - - - - - - � EQUIVALENT 5FT AB VE 100'0" ELEVATI N. � �` ' �, 0 ` F'%
I � ; � ; ; W ' ' ' ' ' ' ' ' o a� i 2e W �c ST DN TO BE o���- - ' � � o � � WALLS, ETC. FROM VEHICLE DAMAGE WITH ��,m �� .9;
' � � \� � � � �/ 2 � o I I I I �� OO � ' ROWTED ALONG , (g��C 0. � 2 � F•�• • NECESSARY CAGES. COORDINATE WITH ��� �Fp?.
� � � � � ' D I I � i WAI�L; OFFSET FOR �J � P1 I SPACE RESERVED FO HEATING ARCHITECT. _ . . -
; � ; ; `� i � ,�� 2 � >zz I ! I � ° � ' ' ' CL RITY. o .• , \ I � o�'
8 I� � WATER SYSTEM PUM S, SNOWMELT ��: 35� a
REFER TO CIVIL DRAWINGS L i � ` � ; ' i ���� I I 3 � � � � j SYSTEM PUMPS� , . f a `�''
' " DH RECIRC PUMPS 14. PIPING ROUTED BELOW SLAB TO TURN ABOVE ;�• °
FOR CONTINUATION. - I � I , , ���3� I ( � 4° � t7°�`d;
i ; �; , i v�cncn== I � \ \ ` • , t � _ = SNOWMELT BTU ME RS, ETC. STRUCTURAL FOOTING AS SOON AS PRACTICAL. � .� i �l, ; `�
� � ! � j`� P1 ,' � � P1 CO TROLR ANEP PUMP � � � \ � �� F.C.O. I I NNNN i '.,,�����1�....•��:������
, � � i F.C.O. i i i � �� % F' •. .�
COORDINATE PIPING IN THIS i � I I ;t ' P A R K N G � ' l � i-- I I I I 15. PEX SHALL BE AVOIDED TO PENETRATE FIRE �i, C�I�,L ����
AREA WITH GARAGE DOOR i ; ; � ���� � �S� �-� � - � � � - - � ------- --------� ' ' ---�--�- ' --� ----------'S�'�-"�---1°----------�� 3 � i I z� PROVIDE SCREEN VER DUCT OPENING BARRIERS WHERE FIRE CAULKING IS REQUIRED. '����fd1'��"°"`+�"
REQUIREMENTS. � i j j I ,' �\ � � i � NN �� � i i 1O�i 8x� S.A. UP. ,' � ,I\ � � I ���cn
I i �X � e-�- I /
,� � , � �� � I � I 22v�iNV�iv�i
. � 'F.C.O. ' I I �� 9 ��i � � � � 3 � F.C.O. i i � 3"ST UP. � I . 7
CONNECT �4 CW TO NEAREST ' �`� D i s 4e i ( I ' �r i
BRANCH OF LARGER SIZE; � i ��'� �2"- i - - - �- � o � i. �_4° . � T _ W o I I j \ \ , - ELEVATOR MACHI E ROOM FLAG NOTES.
NOT SHOWN FOR CLARITY. � � i� � � W � � -� - -----r-- -ST•---�o Z- ------ 16 1 3"ST AND 3"ST(OF) FROM DECK OR FLAT
� � �----�;-. 1 � � e � �0 2 � O 3 �� � � � , � � �'TRL1� I- � O i i ON WqRGE LOU R, HIGH O
I i � i I I ` � � ���.►�-0 e � 1 I I I � � �
� � ROOF ABOVE.
. � -�- - -�- � ' -e--�'
� ; ���I � ; „ \� o �e� � W C.0 � �'�'I W 4" I �x8 4 � � � 6"W TO MAIN EFER TO CIVIL 2 PROVIDE SEASONAL DRAIN DOWN VALVE IN
= i i � ---�._ � � - - - W _ i 1 i i 18x18 �n � F.C.O. � a.a.
� ____ _ ____________�, - -�- _ __ 1 1Y4 � ■ "�°� � DRAWINGS FOR CONTINUATION. TEMPERED SPACE. � O
I �� o
- - - - - - - - - - - - - - - - - � � - - _4_ _ _ � _ _ _ _ _ _ _ _ m � I I � \� \ 3 SNOWMELT MANIFOLD #19, LOCATED HIGH ON • � �
� � n 'Hw � ' ' ' ' � S T A I R # � 10 4 i i `r° � � F �'5 � � _o - _ - r - - - - - - - 4 6 O WALL. PROVIDE �4"SMS/R(N), NOT SHOWN FOR �
� - '`�� � I I =� 113 ❑� 3 N 6 1 � _� � w I I � �-� CLARITY. � �
_ 1' E X � N � a � i ' 0 ' �' 3 � I , „ �
tJH 2 ' ( � -------- UP �Y4"CW/HW 4 � � � 4 i � _� N � � � ' ' ' ' � O4 LOCATE INTAKE LOUVER APPROX. 18 ABOVE O
. - - - - - - - - - - - - - - - - I _ 1� ------;I _ CONTINUED T � . �� 650 F/s O - � W -4 � 0 8 5 SLAB. �
rr' � ------�� - - - - - - - - - _ - - - - FS - - - - - - - - -�---� J 0-- �- `- ° - - - r - - - - - - 5
U o
1� r r�:' __ __;� x18 � � � ap I 3 �� � O5 OFFSET W/V AND DOMESTIC RISERS INTO
� �:' � ( - CU���; � 18 � 3 � I FURRED WALL AT TUB DECK TO AVOID �� U
� � � 13 ' --'� P1 � x �' I � � C O.T.G.
� �_____ � STRUCTURAL BEAM.
....
r I , �--- --;� „ � , � BY � � �o � i I I �- - - - - - - - - -s - -Z (n ..
X �'� i 3" ' �F3r ;; --" --� - O 6 GARAGE CO DETECTION SYSTEM CONTROL �, �
, „ i rE
' . ,� �-- -- - " ST OF � � .�
x � 3 � ;, , -"-----,", � ) 1 1 ° D -- PANEL AND MECHANICAL ROOM EQUIPMENT ■�
I i � 21�" F-------t�-------n 4�� 3■ ST �C 0. y � � - 3" - � e � � ----t� � CONTROL PANEL. �
� , ................ ,; S W I I
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - aP2 � � �- I
' - - - - - - - - - - - - - - � 1 - - - - - _ _ � _ _ - _ � _ - _ _ _ _ _ _ _� _ _e _� � a O7 REFER TO SHEET M1.01 FOR CONTINUAl10N OF >
o ��� i i ° �L ° � i�------------------� i i � - , - - - - � - - - - - - - - �- i- - - - - - - - - - - - - 5 4 SMS/R(V) PIPING.
N ��' i OO 10 � 4 12 10 1 10 I N I I.E. = 815 .00 O
� � i 7 8 - I � � 8 REFER TO SHEET M1.01 FOR CONTINUATION OF
� � '� 2"V i DN. i i i i i � �3 � ❑� I I i i SMS/R(N) PIPING.
�
sx I I
o � , ' i ZURN Z199 DOWN POUT NOZZI��, OR 13 � I I � 2 O9 TYPE 'C' LOUVER, 60x60, USED FOR
o �` �� ' EQUIVALENT, 36" ABOVE SLAB.� PROVIDE SCRE N OVER DUCT x i I I 2 i ' , i DROP W A BLDG. PERIMETER AESTHETICS ONLY, BLANKED OFF AND
c� `. �' i � J i � � OPENING. � � � � � - � _ � � W � FOOIING T MATCH INDICATE INSULATED BEHIND. REFER TO ARCH.
� � . ' i � J INVERT EL VATION.
o i I P=Z, ELEVATOR SUMP PUMP. � � e I I 2 0 _ o DRAWINGS FOR ADDITIONAL INFORMATION.
r� . .
' i � i
. . i .........................................................._....,.,..,,....,.,..,,.,.,,....,......,......,,,..,.,..,,,,.,...............,.,,.,,.,,,,,,,,..d.,..,.�.,.A,A..,._.a,.�,,..d,,,,,,�,�....e,.�,.,.,,...___,,,,,w,,,,,, ,,,,�,,,,,,,,,,m.........m..,,.....,.,,,,,,,w�.,,.,,,,,,,,,,,,,,µ,�,............� � � �
� `\ �' i ' � � � NN 10 TYPE �C' LOUVER, 72x60, USED FOR
� �� �� i PUMPED ST FROM ELEVATOR SHAFT � �� .,<. 1 ' '�'"-
� ���\ i SUMP. LOCATION, DEPTH� AND SIZE � j�4» � H� j�„ � _ _ � � i ,
� AESTHETICS ONLY, BLANKED OFF AND
INSULATED BEHIND. REFER TO ARCH.
� � i TBD, PENDING ELEVATOR SELECTION. � � �,,. I � SMR N � - - � - DRAWINGS FOR ADDITIONAL INFORMATION.
�. .\ i . I.E.=8162.0 3 � � - - , -
SMS N - � 11 TYPE 'C' LOUVER, 60x60, IN FRONT OF TYPE
� � i �.E.=s�s�.25 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - 59
I _ � ��� � _ _ F.C.O. I �- -� - - - - -
X �' \• � � _ _ 5 _ _ � I �� � � 'B' COMBINATION LOUVER, 60x60. REFER TO
TO STORM MAIN. REFER TO CIVIL - � - - - - - - - I ARCH DRAWINGS FOR ADDITIONAL
--
' U � � � � i DRAWINGS FOR CONTINUAl10N. � � ___I___ SO--=- I I S T A I I I I I I i 6 INFORMATION.
� / \ � --�-- - - -- ---- ---------- -
� � � � �
�`, � 1 � O � � C.O.T.G C.O.T. .. 1 � j ' ' i i � •
T ' � 14 ' ; , , 12 TYPE C LOUVER, 72x60, IN FRONT OF TYPE
� � � 1 0 �' I i � I �-�- i �B' C O M B I N A T 1 0 N L O U V E R, 7 2 x 6 0. R E F E R T O
m \�� � ' ��' � _ ° �d=�- ARCH DRAWINGS FOR ADDITIONAL
I I C.O.T G I � ' NN INFORMATION.
�° I P
� \`�\\\ i SAND/OIL INTERCEPTOR, 860 GAL.; COPELAND � O I � - -- k --- - --ST•-i----- -----------�-- a =� i „
- - y ENTERPRISES OR EpUIVALENT. PROVIDE ^ - ---
n- . � MANHOLE RISER RINGS AS REQUIRED TO � � � - - - - - - - - - - - - - ��. � � HWS - - - - - - -�7� 13 �'4 HWS/R TO UH/CUH. PROJ NO 17030 00
- - - - - - - - - - - - - - - - - - - - -
- - -
4 � WR" _.�...�........._.__.w.._�... ��
- - - - - - - - - - - - - MATCH INVERTS ANb GRADING. INLET AND --T-i-� . - -
OUTLET ON ADJACENT SIDES. REFER TO � � �� C.0 _ W � � - - - W �l � 14 1y4"HWS/R UP. CONNECT TO NEAREST HWS/R
� I � � O DRAWN ELP
� DIAGRAM �, SHEET M5.01. � � � ��� V � e___ � _ ( I I 11 O OF LARGER SIZE. NOT SHOWN FOR CLARITY.
, o I I ; ` 2 �_ � � � � � � 13 15 1Y4"CW/HW. & X�"HWC TO 3 ,
CONNECT TO REVIEWED. DJK
� I. .=8161.08 i 3 10 `"k:, `\ i I I I I S�l.E1.=2� .......................�................................................. NEAREST CW/HW/HWC OF ARGER SIZE. NOT
o . ; O :f� � � �� 0 3 �
� 5 � � ..�-. � SHOWN FOR CLARITY.e ALSO SHOWN.
C° ' '`� � � � . �, I ���� � "� � �s 1y4'Cw/Hw, ac 7�"Hwc To 4 . DATE 10/30/09
� i. .=8�s3.00 I � � �: �� � � �'�' - ' �
/ I ; I. N ' I ��\\ � I .I �
( � \ - I 17 ELECTRICAL PANELS. AVOID ROUTING PIPING REVISIONS
I ° I �� � ' � '/ - � OR DUCTWORK OVER PANELS; MAINTAIN N.E.C.
� �� I ? � � �� �v4n CLEARANCES. COORDINATE ROUIINGS WITH DIV. PERMIT SET RE-SUBMITTAL
� � L �___ _ __ __ _ _ _ _ � _ _ - _ �3 �, 5 _ � _ _ , , _ _ _ _ _ _ _ _ _ 7 $ 16 CONTRACTOR. � ADDENDUM #1 03/04/10
� � � �
� � . � � TORAGE _ � M
m , 18 SHEETMETAL PAN BELOW ST(OF) THRU DF
/ �- - , ---V ---- -- 8
-o ---� - 111 -�OO ROOM. NO EQUIPMENT BELOW THIS PIPE. �ADDENDUM #2 03/04/10
0 �...�..,..�___.
� � � � � � � � � � � � �.�,,,,,,,,,,,,,,,,,,,_................-..w.. - - - - - - - - - - - - - - - - - -......., i....w,�.- - ...-...�,,,..,..-�,,._�..N,,,,.�.�..,...�,..._.,��. ,.. �,.,.,........_
d
................................. ,.,.......,................ ..... .,.,,,..,,. . .... .,,.,,., ..,,..,,,. ....
NOTE:
� � i i � �� P1 O i O ! i � BRANCH PIPING SHOWN AS SINGLE LINE
� � � � �
C
� E. OZ ARCHITECTURE
� ,,,,,,, ..,...,�,,,,.�,e....,..,.�,,,,,W,,,,,,,,,,,,,,,,,,,W,�,,,...o....,.,.,,,,,,,..,............,,...�,...,.....,............,..,,..,.,.........,.................,,.,.,,......................,.,..,..,m...............�.,,.,...,,..,...................,....,,...,................,.......,,...,....,,,.......................,....,...,_.....,..,......,.............,......,,.,,,..,.,..A.,,..................,,.,....,,.,........,. ..................,...,...._...,....._.,.......m,..,�....�,�.... ,...,,,,,,,,,,,,..�.�.... .....m,,,�.,...,,�.,, ,,,... �--_---------------- ------------------------------------ --- -- '
� REPRESENTS MORE THAN ONE P P O
o �� . . - � ----------------------------- 1 SERIES DRAWINGS OR AP PE QUANTITY 4 -
_ ���� TO STORM MAIN. REFER TO i i i i �
� CIVIL DRAWINGS FOR � AND SIZES. � FIRST CHAIR
�' CONTINUATION.
o>, - - �
v,..�..,.,�..............w,,.................�.,..,�.,.,............�,..,_��....W......,...,..�..__..w_W...�.................,,,.�.�...........�,,.,,..W,.,........_...._....,,.,,.�.,..�............
_ ....w......................................w...,...w...W..,..W....,,,_.......�.................,......,,.,...,.,.,..,,....,,.,............._W....�..,.,,.,,....,..._.............W.�.....,,,.,......,...�...,.._......,..,.,..............w.......,,............................w.
........................._..............W...�.._._..,,,w,.�,..,..�.......�...,...,.,.,µ.,,.,.,,..,,..,,,...,.....,.........,...�,,....... ..�.�.�.�.,,.,,..,...�...,.,,,,.,,..,,,,,w............... .._......,,..........,..�.........�.......,.........,,,., ........_...,........,_,,,...,.....,,.,..,,,.,..,w.,,,
Q _...�........._.........................�,,,w..�,.w..W._.........,...�.........�.........�......_..,,,,.,.,..,,,,,.....,....,,.,.., _...._...y.V...,._..,,,.,.�.�...w.�..,.,., t,....,..,...,..,..,.
, w I I I � �"`�:f� � NODES INDICATE PIPE IS
, J £55 �� INCLUDED IN BRANCH T PERMIT SET
T } � I
� -
o � 4 ' - �
s , i � --
o � --- �
SHEET TITLE
z ' Hws MECHANICAL
' ° RISER LEGEND � Hc� FLOOR1PLAN
� MECHAN,ICAL LEVEL 1 - FLOOR PLAN _ � SMR(N OR V) SCALE
� SCALE 1/8 - 1-0 _ _ e PLUMBING RISER
SHEET NUMBER
�
o SAMPLE PIPE RISER ROUTING
� � Q HEATING WATER RISER SCALE NO SCALE
, m
i , .
�
A B B1 C C3 D D3 E E2 E5 F G H H3 J
� � � � � � , � RISER LEGEND
i i i i i i � i � ' � - � � � 24"I.D., 26°0.13., AL29-4C 316L STAINLESS e PLUMBING RISER
� STEEL COMMON BOILER FLUE �21SER,
SCHEBLER OR EQUIVALENT. MkINTAIN
i i i i i CLEARANCE TO COMBUSTIBLE�, ANTICIPATED �
� � � � � � � � - HEATING WATER RISER
� TO BE 2", PER FLUE MANUFA�CTURER.
I
. � i � � � � � � � �4"G STUB TO GRILL PRO� DE �i � � �
ACCESSIBLE SHUT-OFF V�LVE. 1805 29th Street
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - -�- - - - - - -� - - - - - - - -�- - - - —-- – - - - - - - - - - - - - � Suite 2054
Sz #�9 � NOTES: Boulder, Colorado
� � � � � � � � � � i � � � �
80301
� � � 1. REFER TO SHEET M1.01 FOR SNOWMELT hone 303.449.89��
I �i
I I I I I I I I I I ' \ I ZONE 19 ADDITIONAL INFORMATION. p
EMERGENCY GENERATOR EXH ST OF DRAIN LOCATED 2 I � I I I I � I I I
2. REFER TO ARCHITECTURAL DRAWINGS FOR
TERMINATION. MAINTAIN CODE ABOVE PRIMARY DRAIN. � I � � I i REFLECTED CEILING PLAN ALL HORIZONTAL
REQUIRED CLEARANCES TO i i i i i � � i � � ° � i PIPING SHALL BE LOCATED ABOVE �o
BUILDING OPENINGS.
I I I AS I REQUIRED I AND LVERIFY S ZEE AND ANELS g n
P4
- - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - � - - - - -i- - � - - - - - - - - - i - -i- - - ---- - - - - i � �- - - Hws - - - - - - - - - � 3 LOCATION WITH ARCHITECT. }z°
� � � 2 � 3. ROUTE DOMESTIC HOT WATER RECIRC TO ` o a
1 2 � � i i i , i W I T H I N 1 0 F E E T O F A L L H O T W A T E R
__ FIXTURES. Z � �M N�� I
i i i � i ❑ i i i i 1�7 � - - � -------� � N �
_� I I i � Z
I I �� i� i i �� i o;p 3 i 4. PROVIDE CLEANOUTS ON W, V AND ST � Q a �°�N N
i i i i i i i i ao PIPING AS REQUIRED BY CODE AND FOR Q = ��N N M
P 4 ~ , w REASONABLE MAINTENANCE BASED O N w V u4 �M o�°
- - - _ _ � � 3 U N I T 4 A-1 ACTUAL FIELD INSTALLATION. REFER TO � W °' �" °'�
- - -
���
� � U N I T 4 A-3 � � � � DI AGR A M �, �J, A N D� S H E E T M 5.0 1 F O R °�i 0 � �, �
o � �� U N I T 4 A-4 -�- ------- � � -------- ��- �-------- i ; �O 8 CLEAN-OUT INS T A L L A T I O N. Y o � ��
L = ` U 1
I � � ____"__
! 206 ��� v=i � yo �a
�
I �� i I I � I I I � I I I I I
I I ; 5. REFER TO DIAGRAM �, SHEET M5.01 FOR o -Y =���
_ _ _ _ _ _ _ _ _ _ _ _ _ � � FIRE/SMOKE DAMPER. v > `_°o u°.a
; - - - - - ,� ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - fB=r � - - - - - - - - - - � - - - - - - - - 1 8 r
i i i i p W ; i i � i �- � i i W � i �- � � � � 6. SECONDARY STORM OVERFLOW ASSUMED �
i i ; 7 2 I e ; e ; � H� TO BE VIA ARCHITECTURAL SCUPPERS. �``ia���seate3serjyr����`
I I � 2 3 3 HWS I `,,�< o�R�G'� �i,�i
; � ° e Q p e C�, o � � � 7. L A U N O R Y E X H A U S T T E R M I N A T I O N T O B E �, •• �0 '• :
, l� � � 2 � ;a a � � 2 C ; 3 i � W A L L C A P S U I T A B L E F O R L A U N D R Y � v �F Y �!i • �
HWR-�4" - - - - � - - - - - - ' _ _ _ = D INLINE WITH DRYER � �..�i: ;�0�
- - - - - - - -
H1NS-�4" -------------------- � ------ -- - 9 -- -Q � - - ----- � i ------ -- -° 9 -- -Q i O -------------------- � � e � i i i REQUIREMENTS.N - : ; �
� i i �-o -------------------- , ----------i- �-o , � � _ :�_
- - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - ' ° - � '! - - _ - - - - - - =-9: 3518 _
Q ; 2 ? i i 2 8. NOT USED. a''� �`�
, .�.c�. �' ����,��
L 0 S E T i i i i � i � � � ; i i � � � 9. VERTICAL BOILER FLUE RISERS TO BE %%��'S•.•••.•••��''��•
I � I i 216 C❑R R I D�R o oxo � ; i i SUPPORTED VNTH A TRAPEZE, UNISTRUT ���''��������s��L��a`�`\
I � 217 12x12 S.A. UPI �n � I 16 i i � �� i CHANNEL OR FLOOR GUIDE ASSEMBLY
UNIT 205 BATHROOMS DOWNFEED � i i_ AVG. F/s ;
_ _ _ _ _FROM DOMESTIC WATER ABOVE _ H�l�N I T 4 A S ; _ _ __ _ _ _ _ Q o _ _ _ _ _ p �„ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � UPPORT SHALL BE SU ORTED BY TME
TO�VOt��A�EA`R �RlCG�- � � � , _ _ _ _ o � , MINIMUM 1�" NEOPRENE MOUNT HAVING A
DOOR ENTRY, TYP. 2. HWS Q� i i - - - - i p - -i- - i � 0 12�6 A � ; � 4 0 25" NOMINAL DELFECTION, MASON
' o C '° � INDUSTRIES TYPE ND MOUNT OR TWO
UNIT 205 BASEBOARD DOWNFEED �,° 2 e (�' W 0��I C ACCESS PANEL 4 i � ; i i i i LAYERS OF �'4" THICK NEOPRENE WAFFLE
FROM HWS/R ABOVE TO AVOID m� , --- p � ; 3 � � � � � � � i i PADS, MASON SUPER-W PADS, OR
AREA NEAR GARAGE DOOR ENTRY, �9 ;----- - � -- 7 e 2 � ; � 2� ; i i ; � EQUIVALENT. SUPPORTS SHALL NOT BLOCK
TYP. THROUGHOUT UNIT. -100 `- ,g ,� i � i ; i ; i i i AIR MOVEMENT AROUND FULL HEIGHT OF O
�_� � p 12x8 ' � � � L❑B B 2 �a � i i FLUE. �
� ■ �
- - - - - _ — _ — _ _ _ — _ — _ �'� _ — _ _ � 4BR_ UNIT_ _ _ _ _ _ 6 - �8-1- - - r - - i - - - - � - - - - - - - - - - 46 10. CORRIDOR VENIILATION DIFFUSERS TO BE
w i T I R �$q � � HIGH ON WALL. n� �
S ' 204 � � - sF - �V
y ' ' �13 ---_-__ -}- --1--- H� :,, ��;. ;. � "S R R � � H� 11. COORDINATE PIPES PENETRATING � O
�� � , i DN i I i � E��t, �� 2• ' STRUCTURAL JOISTS WITH JOIST �
HWR
; ; �
3� � I REQUIREMENTS PRIOR TO INSTALLATION. U O
� - - - - - - - - - — HWS � —i� � x= - � - - - � i -- -- - - ---�
- - - - - - - - - - - - - � - — - - �- - - - - - - - - - - - - - - - - --� - - - L - i � - i- - - - - - � - - - - - - - - � 12. PEX SHALL BE AVOIDED TO PENETRATE
i i ; � � � � � - -- - - - -; 3 ' �_� FIRE BARRIERS WHERE FIRE CAULKING IS }� U
i i ; ' REQUIRED.
� i �j i i i � � i � i 3 Do i � �
X ; 15 _ o ; UNIT 4A � —
� e ' 209 ��
� � � �� 15 � � 15 � � ' U ' IT 3 ��w- W ' ' ' � \
� /
J ' 211 6 _ �
o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �-- - - - � - - - - - — - - - - - - q - - - -�- - - - - - - - - - - - - - - - 54
N _ _ _ _ _ p � � 0 FLAG NOTES.
� � � i � i O1 OFFSET W/V AND DOMESIIC RISERS INTO
� i i i i 12x12 S.A. UP. , MAINTAIN MINIMUM 3FT BETWEEN ExH HWS � H�
� WIND0INS. ONS AND OPERABLE � U FURRED WALL AT TUB DECK TO AVOID
HWS STRUCTURAL BEAM. REFER TO ENLARGED
a i i i � i i i i n i PLAN, THIS SHEET.
N I I I _ _ —„ 5 � � O2 PROVIDE DRYER EXHAUST OUTLET BOX RATED
� � I � -li yy I i yy I p i II I
FOR USE IN A ONE HOUR WALL FOR EACH
DRYER BOX 425 OR EQUIVALENT.
' � INSTALL PER MANUFACTURER'S REQUIREMENTS.
� ----------- ------- -- ; i i I ,
� _ _ � W 5 ; 2 2 � i i DRYER, ,
° _ _ _ � i i ; i i i ALSO PROVIDE FIRE RATED WASHER BOX. GUY
� � ; �� GRAY FRM12, OR EQUIVALENT, FOR EACH
; �� WASHER.
X - - - - - - - - - - - - - - - - - i - - - - - - - - - - - 59
� _ � �
i , - - - - - - - - - - ----- — - - - - - - - - - - 6
-�
° � � o � � � � 12x12 S.A. UP.
�, ' �- AVG. ° N A I R # ,
m ' F/S � 214 � � � �
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� i I ; II �
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� iQ ' ' ' �_ DATE 10/30/09
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� � 3 � - � � U�N I T 4 A � � REVISIONS
� � 210 PERMIT SET RE-SUBMITTAL
- - —1 - — - — - — - — - — - — - — - -------------
-------------
W - - - - - - - - -
� _
'°` B C D D3 E E2 E5 F G H H3 J
i i i i i GARAGE EXH LOUVER; BOTT0�1 OF LOUVER 10FT ABOVE
� � � � � � GRADE, MIN. SHAFT TO BE U ED AS EXH DUCT. PROVIDE R I S E R L E G E N D
SHEET METAL RADIUS AIR SC PE TO GUIDE EXHAUST AIR
i � i i i TOWARD LOUVER. LINE WITH WENS CORNING SELECTSOUND e
� � � � � � i ACOUSIIC BLANKET, PER ACO STICAL CONSULTANT'S PLUMBING RISER
RECOMMENDAl10NS.
� ' � ' ' ' ' � � � ' 24"�.�., 2s"o.o., AL29-4C 31� L STAINLESS HEATING WATER RISER �
I I I STEEL COMMON BOILER FLUE �RISER, �
SCHEBLER OR EQUIVALENT. M INTAIN
� � � � � � � � � �i � � CLEARANCE TO COMBUSTiBLE , ANTICIPATED
TO BE 2 , PER FLUE MANUF CTURER.
„ 1805 29th Street
- - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - i - -i- - - i - - - -r- - - - - - - - -�- - - o - - — - - - - - - - - - - - - - - �
� � Suite 2054
NOTES: Bouider, Colorado
� � � ' ' ° ' 2 I ' ' ' 80301
� , �
�
, # ; ��
1. REFER TO ARCHITECTURAL DRAWINGS FOR hone 303.449.89�0
i i � � � J ; �� i � im REFLECTED CEILING PLAN. ALL HORIZONTAL p
i i i i I ii ; ii
— � ; i i PIPING SHALL BE LOCATED ABOVE
I i i FINISHED CEILING. LOCATE ACCESS PANELS
i i i i i i � � � — i � ° ; i AS REQUIRED AND VERIFY SIZE AND
i LOCATION WITH ARCHITECT. �o
_ _ _ _ _ _ _ _ _ _ _ _ —}— — _ _ —_ — _ _ — _ _ — _ _ �. _ _ _ _ _ _ _ — _ _ _ N f0
i i i - - - - - - - - - - - - - - i - -i- - - - e- - - - i �- - - - - - - - - - - - - - - � 3 2. ROUTE DOMESTIC HOT WATER RECIRC TO ='
i U � WITHIN 10 FEET OF ALL HOT WATER }?
1 2 a o FIXTURES. ` a a
I � I � ❑ I I I � � � I I ��� � c�a
� ; -- - � ------ ��� 3. PROVIDE CLEANOUTS ON W, V AND ST Z w c,
; ii PIPING AS REQUIRED BY CODE AND FOR N � o�N��
Z ���o
� �� REASONABLE MAINTENANCE BASED ON � Q a� ��,,�N N
i , i i i i � UNIT 4A-3 i i i o� s �i i �a��°�
� a° -ii N I T 4 A-1 ACTUAL FIELD INSTALLA710N. REFER TO Q � � ��N N�
3O7 DIAGRAM �, QJ, ANDQ SHEET M5.01 FOR W � ss�ss
_ _ _ ' W � ��
- - - - - -
i � i ________!_ _. - - - - - - i 3 i ii �8 CLEAN-OUT INSTALLATION � �����
- - - - - -
� - - U N I T 4 A-4 _____________ ' � _________1___ ' , w �,..�...�
::::;, ,.
, ------------- i � o
' 306 - 5F J 5. REFER TO DIAGRAM �, SHEET M5.01 FOR � o � ��
i i i � i i i i i i FIRE/SMOKE DAMPER INSTALLATION. _ � �� ��
�� , � 6. LAUNDRY EXHAUST TERMINATION TO BE v >�o LL°.a �
� I I I � Y ���
' �� ' r=__�__�___= r---�-�---- � a WALL CAP SUITABLE FOR LAUNDRY
�� � � p � �
� r- � � �S � i APPLICATION AND INLINE WITH DRYER
i i I D W � e � l�___ - _, i- � i i W � - -, � q _ REQUIREMENTS.
i ii � � i
; � Z ' i � �
i i � 0 2 i � a z i � 3 , ����O��oR9EG��,� �
� � ' - - - ^ � ;C�, p � � e � ;C�, o � � � �. NOT USED. �, a ..... ',
_a Q � '� 3 2 _ � i° 3 I � �° � , ICO�� �, ���
J i - - J i �Q °�C'� ���1 i
� — — — — — — — — ' ..
— — — — 8
— — — — — — — � � I
° - -°--9 ----� �
° ---' � ° -------------------- i ; i i SUPPORTED WITN A TRAPEZE, UNISTRUT ' oo^
i i -------------------- ------ - a o � -------------------- i ----------i--------- � i ------ -- 6-0 � _ � =
I ,�
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I o ; ii CHANNEL OR FLOOR GUIDE ASSEMBLY �-o. 3521� ;,r�
' 2 � i i — - — - — - 2 THAT BRIDGES ACROSS THE SHAFT. THE ��� •��
9
� � � i i a i ACCESS PANEL i i i i i i ; i SUPPORT SHALL BE SUPPORTED BY %�p�`��.�' i���,�� ,
STOR � CORRID�H2 -
MINIMUM 17¢ NEOPRENE MOUNT HAVING A �OfJ��I� ���
v�.�
� � i /,///C3 C1 •�s° L� �\
14 317 �°n c i ; i i 0.25° NOMINAL DELFECTION, MASON '''Ui�����,,t��i����+„`� �
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � i _ _ _ 12 S.A. RISER.i F/s i i i ; i i INDUSTRIES TYPE ND MOUNT OR TWO
-_ — - — - — - — - — - — - - — - — - — - — - — - — - — -
� - - — - - -
- — - — - -
_ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ i _ _ ; 4 - - , - - - - - - - _ — _ —� — _ _ _ — _ — _ AYERS OF 4 THICK NEOPREN AFFLE
E W
- — - — - — - - — - - ---"—------- _ _ _ _ _ _ PADS, MASON SUPER-W PADS, OR .
0 0
- - --- --, - - -_--- _----
U N I T 4 A- � i � i = _ _ _ ° -� j - - - - i � Y i i , i � EQUIVALENT. SUPPORTS SHALL NOT BLOCK
� � �� � � - -�- - � „ 3O2 ; 4 AIR MOVEMENT AROUND FULL HEIGHT OF
3 0 5 ; a o o c � '° 3 s"� � FLU E.
i e � _ 5 � � ii
� ❑ � ! � � , w , LDU GE � 4" �-� � P3 � � � �� � �
g i ________ __ _e ____; � i ; � 3 � i i 9. CORRIDOR VENTILATION DIFFUSERS TO BE
' F/S Z - � � 3 3 P7 j i i ; HIGH ON WALL.
u i i o � �
100 i �===L==�=--- . i i I i I ii O
p � A 12x ' --- - 6FT � � B Y � � i i � 10. PEX SHALL BE AVOIDED TO PENETRATE
' I I m REQU REDRIERS WHERE FIRE CAULKING IS �� �
' �a UNIT 4A � , 1 , , �
, � �' � W a A I R #1 ------------- 3 0 4 -- ---- - --- � �s —. ,�.. a 4 C R R I D❑ � L
�� ; - _ _ -
, �� ; � , 313 ,- - _ , , W o � 318 � 0 �
_ �i ; ' 1 0
- - - - � -
- - - - - - - - - - - - - - - - - - - - - - ' - - —iL , DN _ — - - - - - - - - - - - - - — - � � e e I �
�
--; � - ---0 FLAG NOTES: O
ii i i - i -I - - - - -r- - ii r- _ -^ ---, w ' I ---__�-� - - - - - - - - - - - - ' `
�� , '� - ' 3 ' � ii O1 PROVIDE DRYER EXHAUST OUTLET BOX RATED `{'�� V
i i � ii i------ i -
X i i i D1 i i i i ir_ i oo i � p�o i i _�i FOR USE IN A ONE HOUR WALL FOR EACH rn
I ' 3 ' ii DRYER, DRYER BOX 425, OR EQUIVALENT. `�' ^
x � ii i , , U N I T 4 A INSTALL PER MANUFACTURER'S REQUIREMENTS L �
i e UNIT 3A i� � � � � I � �=J 309 GRAY FRM12, OR EQUIVALENT, FIR EACH
� i CCES PAN L. � II � ' � JI � ALSO PROVIDE FIRE RATED WASHER BOX, GUY '� �
� - - - - - - - - - - - - - - - - - - - - - - - — — — 3 1 WASHER. � �
- �- - - - - - - - - - - - - - - - - - � - - - - - - - - -�- - -�- - - - - - - - - — 54
o - - - - - - - - - �
N ' ' � a
�
� � � �
� � � � , , o
0
N i 12x12 S.A. RISER. 3"ST RISER. i i i 5 i i
i i i i �
�i ` MAINTAIN MINIMUM 3FT BETWEEN EXH -� 5 I
° �NM��ONS AND OPERABLE � � �i m-
� � - - � � i w � � j ii �
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' �� 12x12 S.A. RISER.
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o � � � �
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� _ _ DATE 10/30/09
i i
� ° � � � � � REVISIONS
� Q
�
� � _ _ _ � UN�IT 4A � _ _ _
�A DENDUM #E 03 04/10AL
i � 10 �
�
� _ _ _ , _ _ _ _ _ , _ _ _ _ _ , � _ � _ _ � � � ADDENDUM #2 03/04/10
� -� --C - - - - - - - - - - - - - - - - �
� r r
�
� � � � � �
� EET METAL RADIU� AIR SCOOP
0 OZ ARCHITECTURE
� 2
_ � � � �
� SCALE NONE �
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-° FIRST CHAIR
� � � � � � ,
� I I I I I I
w
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;� PERMIT SET
0
0
�
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z SHEET TITLE
; o MECHANICAL
� ° LEVEL 3 -
�
FLOOR PLAN
'� MECHANICAL LEVEL 3 - FLOOR PLAN
� SCALE
-� SCALE 1/8"= 1'-0"
� SHEET NUMBER
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A B C D D3 E E5 F G H H3 J
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� � � � � �
� � � � �
� e PLUMBING RISER
i i i i � �i � � STEEL�COMMON�01 ER FLUE� RISERAINLESS
i i �
SCHEBLER OR EQUT ALENT. MAINTAIN Q HEATING WATER RISER � `
CLEARANCE TO COM USTIBLES. ANTICIPATED
_ i i i i i i � � i TO BE 2". PER FLU MANUFACTURER.
- - - - - - - - - - - - - - - - -�- - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�- - - - - ,� - - - - - - - - 1- - - - - - - - � 1805 29th Street
- , , � � � � �
� Suite 2054
Boulder, Colorado
� � � I I I � � � � �
NOTES: 80301
� hone 303.449 8900 '
� ��
i i . i i i - i i i � i i i I �i i 1. REFER TO ARCHITECIURAL DRAWINGS FOR p
i � � i i REFLECTED CEILING PLAN. ALL HORIZONTAL
PIPING SHALL BE LOCATED ABOVE
� �� i FINISHED CEILING. LOCATE ACCESS PANELS
i i � � i � � �i � � ' AS REQUIRED AND VERIFY SIZE AND °'�
0
i i LOCATION WITH ARCHITECT. ��
i 8 i I
- - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - i i- - - I - - I - - - - H - - i � �- - - - - - - - - - - - - - - - 1 3 2. ROUTE DOMESTIC HOT WATER RECIRC TO >�
❑� WITHIN 10 FEET OF ALL HOT WATER
a � � a FIXTURES. ` °a
i i i i ' � i i i � -- - � -�------��� � V AND ST Z w V
� ii 3. PROVIDE CLEANOUTS ON W, � Z � ���N�
� � �� N c �,�ro�o
D �i PIPING AS REQUIRED BY CODE AND FOR
i i i i i i � � � °� 3 _ ii REASONABLE MAINTENANCE BASED ON � � � ��N N�
' a° yy ii ACTUAL FIELD INSTALLATION. REFER TO w V u�-� ��M o s
- - -
_ _ � U N I T 4 A—3 _ _ _ � 3 � _�i DIAGRAM Q, QJ, ANDQL SHEET M5 01 FOR � LL, ��M°�
- - - -
� ; � ---------�--- U N I T 4 A ----------- � � ---------�--- 4 0 7 ' - - - � � ��
-------------
J� - CLEAN-OUT INSTALLATION. � � o
� � 406 — 5F 408 �' L = ��
5. REFER TO DIAGRAM �, SHEET M5 01 FOR � � �,� ��
ii , i i i i
FIRE/SMOKE DAMPER INSTALLATION. v >J o LL Q �
i ii ; i i i i i
ii ; i
�===r=�===_ �---r--i---- a 6. LAUNDRY EXHAUST TERMINATION TO BE
� �� � h i i q i i �
i i � p W � � _ �- � _ ;- i i ag i i WALL CAP SUITABLE FOR LAUNDRY
Q APPLICAl10N AND INLINE WITH DRYER
� � � 2 � � � -, , � pp REG/ ,
II � 7 2 I W � I I � W W � I i w `1119R+O4Vi@�PP///�//
i i l e i ' 3 2e i ' 3 REQUIREMENTS. '�� i,,
� ' � �n e � D C �� � I I e � ��(�� i� � I I I �`` •'�a KO �' '�%�
\J e � ',° 3 2 uT-- i ;= s i 7. NOT USED. �O m `�. °•�F`�
� - - - - - - � � - - - - o .p-
- - - - J ' - - - - - - � - J ' - - - - ' 8 S ��� •�
a ; . o =
_ • •
i i � 9 � — ------ -- ° 9 --J � O � o ; �� � � UPPORTED�WITH A TRAPEZE. UNISTRUT �.a: 3 'I� •�_
_______________'____ ° ______ __ _ _ _ ____J
� O -------------------- � ----------�--------- �-� --
-------------------- I �
� e � � �� 2 CHANNEL OR FLOOR GUIDE ASSEMBLY =�• '`��
, � i i i , a i ACCESS PANEL. i i ; i� Z i � i SUPPORTDSHALL BE�SU P RTED Y TME ��'��,,�F�'�...`�����.`
C �SET C❑RRID❑R �
416 417 ° � � �� „ ������s/���sA``"'�����\\
MINIMUM 1J�Z NEOPRENE MOUNT HAVING A
"' `� ' 0.25" NOMINAL DELFECTION, MASON
AVG. 12x12 S.A. RISER. p/s � � � � ' i
- - - - - - - - - - - - - - - - - - - - - - - - - - ; � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - — - - - - - - � INDUSTRIES TYPE ND MOUNT OR TIh'0
r�_ , 3
ii_ LAYERS OF �'4 THICK NEOPRENE WAFFLE
- - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - --- ----------- a - - ----- -- �- - --=, - - _ _ _ - -5A--� - - - - - - - - - - - - - - - — - - - PADS, MASON SUPER-W PADS, OR
U N I T 4 � i I i = _ _ _ ° � -� ; _ =i= = i 12x6 4 O 2 � � � � � 4 EQUIVALENT. SUPPORTS SHALL NOT BLOCK
� AIR MOVEMENT AROUND FULL HEIGHT OF
405 ii eao e c i� 3 " � ii
ii Z i ,o W D 5 0 P7 i i � i i i --- i
m' ;; ' ' w a ; ; 3 ' ' LDUNG i �� FLUE.
�9 ���-------- -,- -- ----� e ° , �� 9. CORRIDOR VENTILATION DIFFUSERS TO BE
� F�S 2 � ii i i `- � 403 " 4 0 ; � ii HIGH ON WALL.
A 12° � ' �===L==�==__ � ' ' 0 B Y ' ' " O
p � a ; i i 10. PEX SHALL BE AVOIDED TO PENETRATE 5••• �
; F I R E B A R R I E R S W H E R E F I R E C A U L K I N G I S •�
w � °° � U N I T 4 A � � W 4 01 � � ' REQUIRED. � (�
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— - — - — - — - — - — - — - - - — - — � - — - — - —�! ; - - — - — - — - - — - — - — - � - �
� � FOR USE IN A ONE HOUR WALL FOR EACH U
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� PANEL. i - o�p � i ii � �
; �j i i i ; i � p;o i _�i INSTALL PER MANUFACTURER S REQUIREMENTS. „
x � ; � � � � � EF 6• Typ, 2, i ��0 3 ; ii U N I T 4 A ALSO, PROVIDE FIRE RATED WASHER BOX, GUY L �
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� SHEET TITLE
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z MECHANICAL
, o _ LEVEL 4 -
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� SCALE �is�� _ ��-o�� SHEET NUMBER
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STEEL COMMON BOILEI� FLUE RISER,
i i i i i i i i SCHEBLER OR EQUIVAL�ENT. MAINTAIN
� � i CLEARANCE TO COMBI�STIBLES, ANTICIPATED
TO BE 2", PER FLUE 1{�ANUFACTURER. e PLUMBING RISER
� � � � � � � � � �
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I I I FLUE ROUTED WITHIN �tATED ENCLOSURE. -
, i i i i i i
i i i i ADOI110NAL INFO MATIONL DRAWINGS FOR � HEATING WATER RISER
i
_ - - - - - - - - - - - - - -�- - - - - - - - - - - - -- - - - - - J- - - - - - - - - - - - - - - - - - - � - -�- - - �- - - - - - - - - � - - - - - 18Sutet2 54et
ii - - -�- - - - - - - - - - - - - - r - - - - - - - �
. . , Boulder, Colorado
� � � � � � � � � � �
' ; „ m NOTES: hone 303.449 8900 ,
i i i i i i � �i � ; i i � i i � 1. REFER TO ARCHITECTURAL DRAWINGS FOR p
; � i i REFLECTED CEILING PLAN. ALL HORIZONTAL
� �� PIPING SHALL BE LOCATED ABOVE
i i i i i i � � � � ' � FINISHED CEILING. LOCATE ACCESS PANELS �,g
- - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - � AS REQUIRED AND VERIFY SIZE AND ��
I LOCATION WITH ARCHITECT. _�
� � , , - - �I - - � �- - - - - - - - - - - - - - - - � 3 �Z
� � �1 2. ROUTE DOMESTIC HOT WATER RECIRC TO ` } �
1 2 o WITHIN 10 FEET OF ALL HOT WATER °a
i i � ❑� ❑2 i i i i i i __ _ � _�___ � � FIXTURES. Z W �
i ; N � ��o�o
- - � p 3. PROVIDE CLEANOUTS ON W, V AND ST 0 Z �; ��;��
i i i i i i i o� a PIPING AS REQUIRED BY CODE AND FOR � Q � ���N N
� � i ' R E A S O N A B L E M A I N T E N A N C E B A S E D O N Q � �'����
oo�oo
- - - U N I T 4 A = _ _ _ _ � - - - ' 3 U N I T 4 A-2 ACTUAL FIELD INSTALLAl10N. REFER TO "' w ��M��
- - -
i i I ---------�--- i - - - - i i DIAGRAM �, �, ANDQJ SHEET M5.01 FOR
5 0 6 ------------- � � _________�___ U N I T 4 A - -- ��y�`5F 5 0 8 C L E A N-O U T I N S T A L L A T 1 0 N. � �, � 3
� Y L C �U
� � N �— d O�
i i � ' i i i 5O7 i i � i 5. REFER TO DIAGRAM �. SHEET M5.01 FOR o �� �o��
4"�. i i ; � FIRE/SMOKE DAMPER INSTALLATION. V >�o�a �
; i ; 2
i i � p W , �- �- i i a i i 6. REFER TO DIAGRAM �, SHEET M5.01 FOR
� �� ' ee � � ; i i �
II i i o i Q FAN COIL UNIT INSTALLATION. �\`"q`�o�9QO�"������
� � , � „ i i „ i 7. REFER TO DIAGRAM �. SHEET M5.01 FOR \�,� ����.���� ,,��
� W 3" V V�3 C i HEATING COIL PIPING. `� .�,0,K0� •�F,���
� >�� . ` :F�
'� _ _ = 0 9 ; _ _ _ _ _ � = 0 9 � _ _ _ = I 8. ROOF TRUSS DESIGN TO ALLOW FOR FAN =`� :
-- -------- -------- ° ------ -- - - - ----� ° _
i 6 0 ° ----------- ------- i ----------i--------- � ------ -- �-o - 3 ° ------------------ � � i i � COIL UNIT INSTALLAl10N. M1-cs: 35218 '
= e
— - — - — - — - — i � _ '
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a � � M C 0 R,R I D R � � � � � � WALL CAP SUITABLE FOR LAUNDRY % F�•;. `' `�..•����.��
i i i i � i i /�� U 0��AL �� .
� 4°�V 3" co 4 4" ' APPLICATION AND INLINE WITH DRYER '%,,,S'/ e ��'���`�
3n 516 ° N 517 ; �� ����,�,��„�s��►����������
, i i REQUIREMENTS.
- - - - - - - - - - - - - - - - -pSA - - - - - - - - - � � - - - - - - - - - - - - - - - - M - - - - - - 12x12 S.A_DN. - F/S � - - M - - - - - - � - - - - - - - - - - - - - - - - - 3 ,
� - ------ - - ---- - - - _ � _ - - ��� - - - - � - - - - - - - - - �- - - - - - �
_ — _ _ �— 10. NOT USED.
18x1 � I � -° _ _ _ - - - o-� -� > _ _ _ _ i i ; i i 11. VERTICAL BOILER FLUE RISERS TO BE
, SUPPORTED WITH A TRAPEZE, UNISTRUT
505 ��0 2 � -� - - W � - -,- - � F S i2 s 502 � 4
S o 2e C 3 '° C — ACCES 5�� � i i CHANNEL OR FLOOR GUIDE ASSEMBLY
H = i W �a G E PANEL �- 4"� i � P7 i i ; i i i „ THAT BRIDGES ACROSS THE SHAFT. THE
' 0 3 � � � �� 4 �• SUPPORT SHALL BE SUPPORTED BY ,
�-------' ` - ----J F/s e � ; � 4•� 4 � i� I MINIMUM 1�" NEOPRENE MOUNT HAVING A
100 �S � — ° i � i ; �� i 0.25" NOMINAL DELFEC�ION� MASON O
�g A � � B Y �o ; i i INDUSTRIES TYPE ND MOUNT OR TWO � �
�2X V ; �� LAYERS OF 31'4' THICK NEOPRENE WAFFLE ■�
00 , 501 i i � PADS, MASON SUPER-W PADS, OR �
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- — - — - — - — - — - — -
- - - - - - - - _ HIGH ON WALL. O
iiI - - - - - � - - - - - - - - - - - - —�-- - �— - - - - i --- -_ °- -i--' - - - - - - - - - - - - - - � r ,
B ii � i i i �---- ° -° ----, M V
, 13. FAN COIL UNITS TO BE HUNG FROM ��
�� I V olp � , STRUCTURE. r^
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X � � U N I T 4 A 14. PEX SHALL BE AVOIDED TO PENETRATE � ,�
� i 12x12 S.A. DN. Q � i i � U N�T 3 A 3w�� ; i i � i 5 O 9 REQU REDRIERS WHERE FIRE CAULKING IS ■�
�' `� N 11 � �
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� i o MAINTAIN 3FT �LEARANC� BETWEE�J � � � � � � �
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� INTAKES AND C�PERABLE pWINDOWS.
I I
� � I � 1 � TYP•�2 I ° I I O FOR USE�IN A ONEHHOUR WALLEFOR EACH�D
° DRYER, DRYER BOX 425, OR EQUIVALENT.
° i i i i 3"ST UP TQ � � � � � �o INSTALL PER MANUFACTURER'S REQUIREMENTS.
o RqOF DRAIf�. ❑ � U 5 i II ALSO PROVIDE FIRE RATED WASHER BOX, GUY
I I ' w ia �� ; '� ' WAS ERM12, OR EQUIVALENT, FOR EACH
t - - � ° 5 ' '`2J i II
L � � II > I ; O2 �'4"HWS/R TO FC-1•
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o LEVEL 5 -
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� MECHANICAL LEVEL 5 - FLOOR PLAN FLOOR PLAN
� SCALE
� SCALE 1/8"= 1'-0"
SHEET NUMBER
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NOTES:
1. SECONDARY STORM OVERFLOW TO BE VIA
ARCHITECTURAL SCUPPERS.
� � � � � ` � � � ' � - I �i � � � ATTIC VENTILATION, LOUVER 2, VERTICAL BOILER FLUE RISERS TO BE
TYPE D, SPECIAL 'HOUSE' SUPPORTED WITH A TRAPEZE, UNISTRUT
SHAPE. 48 WIDE, 24 TALL, �
� � � i i i CHANNEL OR FLOOR GUIDE ASSEMBLY
� � � � � � � � I i ANGLED PORTION AT 6:12 THAT BRIDGES ACROSS THE SHAFT. THE
IPITCH. SUPPORT SHALL BE SUPPORTED BY
� � � i MINIMUM 1�" NEOPRENE MOUNT HAVING A
a i ii � i i i i �
I � 0.25" NOMINAL DELFECTION. MASON
INDUSTRIES TYPE ND MOUNT OR TWO 1805 29th Street
- - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - -L� - -r- - - - - - - - ---� - - - - - - _-
`� �.
+ � NOTES :
1 . REFER TO DIAGRAM QG , M5. 01 FOR
BASEBOARD PIPING INSTALLATION .
�t
FLAG NOTES :
� BROAN 885AL (4"0) OR FANTECH
COM6M (6"�), OR EQUIVALENT, O1 TYPICAL HWS/R RISER SHOWN FOR 1805 29th Street
_ DRAF�TA AMPERL TYP OT� OABE ADDITIONA� R UTING AND M3. ORIFOR S ZING Suite 2054
USED FOR LAUNDRY EXHAUST. INFORMATION . RISER LOCATION IN UNIT MAY Boulder COIOI'aCIO
VARY FROM TYPICAL SHOWN . �
8 f � � 80301
- - - phone 303 . 449 . 8900 �
_ .:,«.,,.�.�..w_., _ ! _ �. : f;: _ . ;:.., - - Hws - -•�- - �4 � - � `
,
» , s �
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BB-1 . 5FT , i i I BB_1 • . 5FT � � '1 ,
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BASEBOARD HEATING ZONES, TYP. � � ' ° °
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N �
I
� � I � � � � I..I � � �-�� �I � � � �� � = N
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ROOM TEMPERATURE SENSOR, BEDRDOM 2 � � ; BEDR � ❑ M 3 ' � �B-1 . � IVING RD ❑ M ` o 0
TYP . , " a
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N � � � o � o
I O M N m �
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1
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I �D I I � W � �
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- - - P11 - - - - '
„
BB- 1 • 4FT .: i i i O i � �- - - - - HWS --� - �'4" - - � - - 2FT ; - - i i i i ' `°� `� =
I � � � � 0 BEDR ❑ ❑ M 1 � . , , , , , , ; - -- - ` � .
� � � i� - - - - - - � - •
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2 2 i I i � � ' � � � � lo � ��r1r1lll,!l1111UU��
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� � � LIVING R � OM � � ; KITCHEN ; ' F OORR PA ED IN � BATH O �9 � � P� � � ' � o
� I � - - - - TYPE 3 ; � � O ; ATI� ; ; '
L _ _ _ _ J
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EXHAUST FAN , TYP.
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i : 2FT � 13 O
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;. :.:: --,r
i � , SCALE 1 /4" = 1 '-0" (AT UNITS 311 , 411 , & 511 ONLY) }� U
� E:, BEDRD � M 3 � (n �
x s ( BASEBOARD HEATING
X 4 � ` ��r ' ZONES, TYP. BASEBOARD ON EACH SIDE OF ' � '
� , BB-1 ' 5FT » „ PROVIDE 2FT ADDITIONAL . �
_ _ _ _ _ _ _ , ` _ _ _ _ DOOR, 14 FT TOTAL, IN LEVEL �
J 1 HWS - �► �4 - - - - - - - A T H � TWO 4- BED LIVING/KITCHEN � �
- - - - - - -
T 4 ZONE.
o ' - - �'i �- - -
N ~ � I _ ______________________ i BROAN 885AL (4" 0) OR FANTECH
� � f � COM6M (6" �) OR EQUIVALENT LOCATE BATH EXH TERMINATION
� - - - - - - - � � ' f f UNITS 506 & 510u0N YG IN
_ _ _ _ _ _ � i 1 STANDARD WALL CAP WITH BACK 1
I - - - i �
o � DRAFT DAMPER , TYP. � NOT TO BE _
o ; IBB- 1 • 7FT i EE�, WALL MOUNTED USED FOR LAUNDRY EXHAUST. ' . . , , ... � . : • 3,4" - � HWS - - - � - "
o i EXHAUST FAN , TYP. � """ ' " " __ I
cv I 1 14 � I @@-L 5� ' _ _ i BB _ 1 • FTI I .-.�
t� BEDRDOM 2 � � � '-' I
� BROAN 885AL (4"�) OR FANTECH ' s� � i ° �
• , ,
i
� COM6M (6"�), OR EQUIVALENT. 2 _ - - - - - - ,
, I 5FT
a STANDARD WALL CAP WITH BACK �. I AVG B E R ��� M � � 89=1� T - �4L I V I N G 0 Q M E D R � � �1 3 ' BASEBOARD HEAl1NG ZONES, TYP.
, g DRAFT DAMPER, TYP. NOT TO BE ;.> I S � -----_----- I I ' � � °
USED FOR LAUNDRY EXHAUST. ; ` I _ - _ - � �
� � _ . ' _ _ + ,
X ' - - - - � 1 I . I �
�.. ,
� -n ` t � _ . H _ __ _ _ _ 3 �3 �3 �3
� " - HW - - - - - � TRO�OM TEMPERATURE SENSOR, � � � � � I I
� � ' I MANAGER ' S I � �
'� AVERAGING THERMOSTAT, TYP.
_
� , es � . �F�1 B E D R 0 0 M 1 :,,-�.�.�........�.............�....:. - - - �4" - -- ------ ° � � ----L--- ----- _- _ 7FT
I _ , ,.
,,, .. .. ..
- BB-1 • 7FT - -------- � +~ y
� � ;
� HWS/R ROUTED IN I � �I I � ' � �
FLOOR SPACE, � � I S s �'� � PROJ NO 17030 00
� _
U .N .O. AVG � -
� � a� i AVG
� � � DRAWN � ELP
� ` " HWS/R ROUTED IN � I � � RTO�OM TEMPERATURE SENSOR. REVIEWED DJK
0
..: - - - � B E D R � � M 1 � - - - - - - - - - - - - - - - - - - - - - -
� FLOOR SPACE, ir- - - - - - - -� - - - - r - - - - - - - - �........ � �
� U.N.O. _ 2FT ii i i _ �EIl ��71`LL � __ �4n _ _ AVERAGING THERMOSTAT, TYP.
� � � � � r-
---- I
�o � - - - - ; � DATE ' 10/30/09
� � o PS �
o - -� - Hws - - �4" - - -- - - ' � o B A T REVISIONS
� � T PE H 2 N io P 8 TY � 2 F T '
U N I T T Y P E 3 B - M E C H A N I C A L P L A N � Q P E R M I T S E T R E-S U B M I T T A L
� � P 9 P� � ; � O A D D E N D U M # 1 0 3/0 4/1 0
m SCALE 1 /4" = 1 '-0" (TYPE A COMPLIANT UNIT 211 ONLY)
� � P� � ADDENDUM #2 03/04/10
� � � � - - - - - -- - - - - - -
-- - - -
� - - - - - - - - - � - - - - - - - - -
° - - - - - - - - - �
� - - - - - - - - -
�� a � � P10
----------- -------------------------------- B A T H 1 ° ------------ - � �
P ---- -�-� � ° --------- --------------------------------- 0 OZ ARCHITECTURE
�
�
o - - - - - - - - - - - -
_
�
� EF_1 • WALL MOUNTED FIRST CHAIR
o EXHAUST FAN , TYP.
Q
' W ISSUED FOR
' o PERMIT SET
J
T
6
�
� � UNIT TYPE 4A - MECHANICAL PLAN SHEET TITLE
� �
z � SCALE 1 /4" = 1 '-0"
(AT UNITS 204 , 206 , 207 , 208, 209 , 210, 304 , 305 , 306 , 307 , MECHANICAL EHU
00 308 , 309 , 310 , 404, 405 , 406 , 407 , 408, 409 , 410, 504 , 505, UNIT PLANS
� 506 , 507 , 508 , 509, 510 SHOWN )
� SCALE �
� SHEET NUMBEI�
U
N
O a
�
�
�
CO ■
/ �
� �
�
NOTES:
1. ROUTE RETURN PIPING TO AVOID BULL
HEAD TEES.
2. REFER TO UNIT LAYOUTS FOR HWS/R PIPE
SIZING TO UNIT ZONES.
FC_1 � ,
ROOF
b
1805 29th Street
- �� Suite 2054
Boulder, Colorado
80301
phone 303.449.8900
TO BEDROOM BB. TO LIVING
TO BEDROOM BB. TO BEDROOM BB.
KITCHEN BB. FIFTH LEVEL
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� DATE 10/30/09
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o/ x ;• �,4 TO CORRIDOR BB. OFFICE BB. �'+
Q �� THIRD LEVEL
w �4„ 1n 1�4p rr 1 PERMIT SET RE-SUBMITTAL
c, �'+ 1 1v4 � ADDENDUM #1 03/04/10
i � ADDENDUM #2 03/04/10
�
j TO BATH TO BEDROOM �� TO BEDROOM TO BATH
�
BB. BB. I eB. ee. 0 OZ ARCHITECTURE
�
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� „ " SECOND LEVEL
T FIRST CHAIR
0
Q
� �
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xx xx =x =x
�
0
0
� 11�p 1" �,�,—� 1" � 11��� ,..
' z° �� �� �� ��" GARAGE HYDRONIC RISERS
� o
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�
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�
-� SHEET NUMBER
�
�
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L
i �
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�
NOTES:
1. TRANSITION FROM COPPER RISERS TO PEX
BRANCHES WITH FITIING APPROVED FOR
CONCEALED INSTALLATION.
2. INDIVIDUAL PEX BRANCHES TO EACH
FIXTURE FROM THE DOMESTIC RISER ARE
SHOWN; ACTUAL PEX BRANCH ROUTING TO
FIXTURES IS CONTRACTOR'S OPTION. �
� 1805 29th Street
_ Suite 2054
Boulder, Colorado
' � � ' 80301
phone 303.449 8900 �
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� � � � (� (6
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WM T � � KS T� LAV T� � � KS �
I \
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/ WC WC WC
° PEX BRANCH ROUTED THROUGH PEX BRANCH ROUTED THROUGH
o CEILING, TYP. �B� CEILINGANT1C�H ROUTED THROUGH CEILING, TYP.
� PEX BRANCH ROUTED THROUGH
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� i
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� s 5E � � SE SE � � SE
c SINK � i KS LAV � � KS
n yyM
� / wc wc W� PROJ NO 17030 00
�, DRAWN� ELP
� SHWR/
o �B REVIEWED, DJK
�-
BALANCE TO 0.5 GPM.
o � � SHWR/ � � � � � SHWR/
� I � �I �B I � �I I � � �B DATE 10/30/09
� - - - - - �z"—�-p—j PGE L1 Y4"---t��j AGE L1 Y4"�t-� AGE �1 Y4°—Chj A�E
/ �Y4„ �AR OFFSET CW/HW/HWC IN FURRED � p �AR � 1„ �AR ��Y4, �AR REVISIONS
o �� OUT WALL ADJACENT TO ��4 --�'� —� ��
� �y4°�-� SHWR/TUB. REFER TO SHEET y�°� y�n .�� y����� PERMIT SET RE-SUBMITTAL
M2.02 FOR ADDITIONAL � ADDENDUM #1 03/04/10
mINFORMATION. 0 ADDENDUM #2 03/04/10
�
i
o REFER TO SHEET M2.01 FOR REFER TO SHEET M2 01 FOR REFER TO SHEET M2.01 FOR REFER TO SHEET M2.01 FOR
j 4 CONTINUATION. 3 CONTINUATION. y 2 CONTINUA710N. � CONTINUATION.
� BALANCE TO 0.5 GPM. BALANCE TO 0.5 GPM BALANCE TO 0.5 GPM. 0 OZ ARCHITECTURE
�
�
0
_
T FIRST CHAIR
0
�
I w ISSUED FOR
' o PERMIT SET
J
T
�
�
� - - SHEET TITLE
I o
z PLUMBING
� o ISOMETRICS
� o
�
; SCALE
� SHEET NUMBER
�
�
o .
� �
c�
i j � •
�
NOTES:
` 1. TRANSITION FROM COPPER RISERS TO PEX
BRANCHES WITH FITTING APPROV�D FOR
CONCEALED INSTALLATION.
2 INDIVIDUAL PEX BRANCHES TO EACH
FIXTURE FROM THE DOMESIIC RISER ARE
SHOWN; ACTUAL PEX BRANCH ROUTING TO
FIXTURES IS CONTRACTOR'S OPTION.
�?
a
� , 1805 29th Street
- Suite 2054
Bouider, Colorado
80301
phone 303 449.8900
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j �B / � I �8 CEILING, TYP. �
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I � I CEIUNG, TYP. � I
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� / 1`�'' �/� I I I REFER TO SHEET M2.01 FOR LAV PROJ N0. 17030 OO
� � / �Ik � i I CONI1NUAl10N. LAV DRAWN ELP
� � BALANCE TO 0.5 GPM.
N KS
REVIEWED DJK
o `
� I � I
o \ � I RA�E �w RA�E RA�E
� � i'pW �I �I xI GA • - _ GP GP DATE 10/30/09
� � � aa
o � \ � ��� _�Y,�� REVISIONS
� LAV � ��'��-� � ADDENDUM #E 03 04/10AL
w
� KS REFER TO SHEET M2.01 FOR
� 5 CONTINUATION. � ADDENDUM #2 03/04/10
-° W� BALANCE TO 0.5 GPM.
0
j j REFER TO SHEET M2.01 FOR e
°' sHw�/ CONTINUAl10N. 0 OZ ARCHITECTURE
� TuB
_
a
_
�, BALANCE TO 1 GPM.
o FIRST CHAIR
Q
E
' w ISSUED FOR
�' J PERMIT SET
�
�
0
L SHEET TITLE
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i o
a ISOMETR
�
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� SHEET NUMBER
�
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o .
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jm a . � _ ■
cn
NOTES:
. - - 1. HORIZONTAL W AT BEARING WALLS WILL
~- NEED TO BE ROUTED THRU FLOOR JOISTS,
5FT CONFIRM STRUCTURAL DISTANCE FROM
BEARING WALL REQUIRED WITH
STRUCTURAL BEARING WALL.
2. PROVIDE CLEANOUTS ON W, V, & AND ST
PIPING AS REQUIRED BY CODE AND FOR �
REASONABLE MAINTAINANCE BASED ON
ACTUAL FIELD INSTALLATION. REFER TO
, DIAGRAM � QJ; & Q, SHEET M5.Q1 FOR
, CLEAN-OUT INSTALLATION. 1805 29th Street
_ ROO� ROOF 3 WAS EOPRENE PADLU DERSALR S R C AMP Suite 2054 ,
RQ�F WHERE SUPPORTED FROM THE FLOOR. B o u l d e r, C o l o r a d o
, 80301
phone 303.449.8900 ,
��
o�
o�
N�
H r
2�
C7 0
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c�a
Zw � aovo.-o
O 07 N Q�I�
REFER TO SHEET M2.05 REFER TO SHEET M2.05 p Z y �n M��
ET M2.05 � Q a� �°�NN
FOR CONTINUATION. FOR CONTINUATION. FOR CONTINUATION. Q � ��N N�
(j,J � � OOM 00
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0
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0
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m � � I �
OFFSET KS V AND LAV VENT INTO �. �
_ � PART1T10N WALL TO ROUTE � 2 �
� � VERTICAL. p�°
�
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� j ADJACENT TO STRUC�RAL W KS N ROUTE LAV W RISER ON INSIDE OF 3 KS � 3 � ADDENDUM #2 03/04/10
-o BEAM. CABINET TO AVOID STRUCTURAL
� BEAM BELOW. _ _
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WASTE FROM UNIT 205
�, r� 1`�`�' ROUTE KS W RISER AND DW W ON ,��. � �� TO BE ROUTED WEST TO 0 OZ ARCHITECTURE
� INSIDE OF CABINET TO AVOID 2" � AVOID W21 BEAM.
= OFFSET W&V IN FURRED OUT STRUCTURAL BEAM BELOW.
�, WALL ADJACENT TO „ D�� i�
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NOTES:
1. HORIZONTAL W AT BEARING WALLS TO BE
ROUTED THRU FLOOR JOISTS, 5FT CONFIRM
STRUCTURAL DISTANCE FROM BEARING
WALL REQUIRED WITH STRUCTURAL
BEARING WALL.
2. PROVIDE CLEANOUTS ON W, V, & AND ST
PIPING AS REQUIRED BY CODE AND FOR �
REASONABLE MAINTAINANCE BASED ON
- ACTUAL FIELD INSTALLAl10N. REFER TO
` DIAGRAM �, Q & Q, SHEET M5 01 FOR
O� � CLEAN-OUT INSTALLATION. 1805 29th Street
- R� R�� 3. WASTE RISERS SHALL BE ISOLATED WITH A Suite 2054
R�OF WHERE SUPPORTED ROMRTHERFLOOR.LAMP
Boulder, Colorado
80301
phone 303.449.8900
REFER TO SHEET M2.05 REFER TO SHEET M2.05 ,�y LAV o 0
FOR CONTINUATION. FOR CONTINUATION. 1 N�
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KS TO ROUTE VERTICAL. LAVV
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TER��R FLANGEA HEAVY DUTY LTOP, ANDAVANDALEPROOFCFASTENERSTMZURNHO
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•• M DAMPER WIDTH + 3 INTEGRAL ACCESS CABINET
R�pR ���"�` ADJUSTABLE CLEANOUT 16" �CONC. PAD FOR DAMPER OPERATOR,
I�� G� LOOR AND ACCESS COVER TROWEL SMOOTH LINKAGE & CONTROL
�0 � TO GAS MAIN. ZURN ZB-1400. TOP OF & EDGE. CONNECTIONS.
�9 F INE � COVER TO BE FLUSH W/
6� TOP OF FLOOR. FINISHED GRADE
p" UTiLITY METER AND o 0 0 0
GF� PRV ARRANGEMENT. °o oeo �P °Pp s„ o°e oo�o �Po� D
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DAMPER BLADES
� I M `L6$�0� SAME AS CLEANOUT �
6 LGTH TO SUIT.E SUIt@ Z rJ
TO GRADE. Boulder, Colorado
�-`2500 MBH/ 80301
3125 CFH 3, STUDS ALL AROUND �
� �I" 6p6`�� c OVIDE FOLLOWING OPTIONS AS APPROPRIATE SL�PE DN � 1/4"/L.F. SLEEVE phone 303.449.89��
2500 MBH/ p� �' �' CARPET MARKER - FOR CARPETED AREAS.
3125 CFH 40 MBH/ � 6� SQUARE TOP - FOR CERAMIC T1LE OR y WASTE LINE
50 CFH �: '�' SIMILAR SQUARE PATTERN F�OOR. �o
o N FLASHING CLAMP - FOR ABOVE GRADE � TO P VI EW N`� �
� ��� WATER PROOFED AREAS. 1 S BEND IF CLEANOUT ��
_
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NOTE: DEVELOPED LENGTHS 1000 MBH/ N OF LINE. ` o 0
ARE SHOWN. 1315 CFH ��
CLE A N O U T T O G R A D E (C� SHAFT WALL ? N � ��o�o
1050 MBH
� Z i ���N�
GAS PIPING ISOMETRIC �315 CFH CLEANOUT DIAGRAMS
� Q a� m d ao ci
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` � f�M O 1�N
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LENGTH OF SLEEVE � � N
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� CLEANOUT. / TRAP PRIMER COILS LOCATED IN ATT1C. LINING. _ -
£ 1� �n VALVE SIOUX CHIEF � ='�: 3521$ o�s
PRIME PERFECT OR VOLUME DAMPER. '�����;.�_��L�o a``'�
I �WALL. ' o :�: ;�+;
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� , DISTRIBUTION UNIT //��°S�i�i,����E�����`,�\`\`
• � DOUBLE LOCKNUT. MOTORIZED DAMPER. �i,
� i � ` � DRARNS) L11PLE - - I I ------�
� � � ___ II I
FLOOR LINE. MIN. HEIGHT y�" NpE K SOFT FAN COIL UNIT I I I � ~�
�� Y,�m �£� PER MFR. COPPER LINE(S) TO � s A �
:; � �x �., �� - _:, FLOOR DRAIN(S). ___ I I
� �' „ " -, `'� '� �" � '" QUANTITY AS I I I FASTENERS OF TYPE, SIZE, '
�, <v
� � �"�' `'..,,r_ �` �".,"..._� FLOOR REQUIRED, SEE PLANS. I I ______J NUMBER & SPACING AS
REQUIRED BY
NO JOINTS BELOW CEILING MANUFACTURER O
1/8 C I. BEND. GRADE. S I DE VI EW �
BALANCE OF PIPING ,
SAME AS CLEANOUT �
TO GRADE. R�N AIR PLENUM ��
FULL SIZE OF UNIT
� CONNECTION. � L
WALL CLEARIOUT TRAP PRIMER CONNECTION � p
- DIAGRAM � DIAGRAM CORRIDOR SUPPLY REGISTER & ,
-
NOSCALE NOSCALE K FAN COIL UNIT INSTALLATION F COMBINATION FIRE/SMOKE DAMPER A O
O O NO SCALE O NO SCALE O fJ U
V♦ .•
X CONTROL VALVE IN ENCLOSURE OF W�AT�ER METER AND BACKFLOW DOMESIIC WATER SERVICE � �
X LAST BASEBOARD SECTION SERVED PREVENTER MUST BE SHUT—OFF VALVE. � �
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� SEASONAL DRAIN.
o .
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� C_�"- ._,,
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� END CONNECTIONS. 21�'t° CW TO BUILDIN
� MANUAL AIR VENTS
o AT HIGH POINTS d
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� PER EQUIP. LIST OR . PLANS
� MANUFACTURERS' -
�
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I > ,
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o = RISE IN DIRECTION OF FLOW = �
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m ���= THRU FLOOR (IN WALL) �—�-� CONTINUE AS PER FOR CONTINUATION. 2" WATER METER WITH
REMOTE READOUT.
PRESSURE REDUCING VALVE,
� WATTS 223, 1 Y4° SET � 70 PSI
� WATTS 223, 1 Y4" SET � SO PSI
� BY-PASS VALVE PROJ NO 17030 00
� BASEBOARD RADIATION DIAGRAM DOMESTIC WATER ENTRANCE DIAGRAM DRAWN ELP
� NO SCALE NO SCALE
o ( UPFEED) O OB REVIEWED, DJK
�
�
� MANHOLE OPENING. � DATE 10/30/09
� COIL. �_H�
i I _� REVISIONS
� � 2" VENT MANHOLE RING AIR VENT.
w �A DENDUM #9 03 04/10AL
� DEPTH AS REQUIRED �REQUN EDNS AS NpICAL�MP TAP �-- 1
/ } ( HWS�
� A
07 2 ADDENDUM #2 03/04/10
o • - - � 2 VENT. I
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ISSUED FOR
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0 1. SECONDARY COMPARTMENT HOLDS 1/3 OF 4. LID TO BE REINFORCED LONGITUDINALLY NO�:
TOTAL GAL. CAPACITY, AS NOTED ON PLANS. W/ N0.6 REBAR AT 6" CENTERS, N0.4 REBAR CUH'S & UH'S DO NOT HAVE CONTROL VALVES
-� AT 6" CENTERS WIDTHWAYS & N0.8 REBAR TO ALLOW FREE FLOW OF HWS/R AND PREVENT SHEET TITLE
i z 2. ALL PIPES & FITIINGS TO BE CAST IRON DIAGONALLY AROUND MANHOLE. P PE �COIL FOR COUN7ERFLOW. SYSTEM DEAD HEADING. MECHANICAL
0 3 W/L6x6&10/OOW VRFINFORCED THRU OUT 5. OFVINTERCEPTOR.T TO BE INSTALLED AT EXIT DIAGRAMS
�° ZONE HEATING CABINET AND UNIT HEATER
� SAND AND OIL INTERCEPTOR DIAGRAM COIL ASS'Y DIAGRAM PIPING DIAGRAM SCALE
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1 1�„_� 1 _ 2„ � ��COLD WATER SUPPLY.
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SYSTEM. 2_ 3p �_ _� "� S � � '� C� 1 �–HWC120' FROM FIXTURES.
_ _ _ = EXPANSION TANK� TACO
� N N N � PAX-13Q, OR EQUIVALENT. �
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x = = x
= A P-6• DOMESTIC HOT WATER S u ite 2054
RECIRC PUMP Boulder, Colorado
� 80301
ST-1 �.r=�- � phone 303.449.8900
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RECOMMENDED SNOWMELT METERING STRATEGY: _���� �' •�';��=
WALL MOUNTED A = ° =
1. SM BOILERS GAS SUB–METER OUTPUT = SM THERMS READOUT =�:0 35��$ O�_
� . :�o � C� :�+;
2. BLDG. GAS UTILITY METER OUTPUT = BLDG THERMS, BLDG $ :�iF.e`?` � �e��.�
3. NDL AND TOV BTU METERS OUTPUT = NDL(BTU), TOV(8TU) � N�WELLAT 'r•, �u�'"•������•• ���• �
'°� ��orr a���,��,.
O O O O �uu»,1tu�u�U��
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EQ. 2: NDL # = SM $ X (NDL(BTU)/(NDL(BTU)+TOV(BTU))) A
FLOW
EQ. 3: TOV $ = SM $ X (TOV(BTU)/(NDL(BTU)+TOV(BTU)))
�-�— SUPPLY I METER I SUPPLY --�
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■� �
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NO SCALE O �� U
X TE MINATION u Y FLUE � �
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I
� RECOMMENDATIONS TOP OF FLUE SHALL
PER MANUFACTURER'S BE 3'-0" MIN. ABOVE �IIII III� �
o ' � ' ANY ROOF WITHIN �
co LAND CAP NNGFBOX I(EXTERIOR)
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� �
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� COORDINATE ROOF PENETRATIONS WI�1-I
� , ROOF MANUFACTURER. PROJ NO 17030 OO
SNOWM�LT MANIFOLD PIPING
� FLUE THRU ROOF DIAGRAM DRAWN. ELP
� DIAGRAM
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�
�
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� DATE 10/30/09
�
i REVISIONS
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�
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BTU METER WITH READOUT FOR METERING USAGE 1805 29th Street
8Y DIFFERENT SNOWMELT SYSTEMS, TYP. 2. REFER
' TO DIAGRAM (� SHEET M5.02 FOR ADDITIONAL Suite 2054
INFORMAl10N. "" Boulder, Colorado
SMR 4„ 80301
_ ,
phone 303.449.8900
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GLYCOL FEEDER. � S--
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x ■� �
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T 1
� 3" � - 4» - 3„ � ; -� , i------ ------i DRAWN� ELP
�
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� + 1 1 1 3" —i i TO BASEBOARD, UH, CUH i
M �,� -° P� � I AN D FCU. I
co 'i' 'l'' AIR SEPARATOR, 1 I I
, � c� � RIREQ�VAL DT600, D , � L 3„____'T'------�
J DATE 10/30/09
, o p� p� —� REVISIONS
� ; € RI ° I P=4 P=4 PERMIT SET RE-SUBMITTAL
W N � N u TO GLYCOL FEEDER = } , .; E ...__ � � A D D E N D U M #1 0 3/0 4/1 0
�
� � � � ADDENDUM #2 03/04/10
c� � � ' � ' EXPANSION TANK,
� � � TACO cBx-soo, oR � � 0 OZ ARCHITECTURE
�
� " ��� ( ,� I EQUIVALENT.
o rD ' �pv.� C ' t �
_ �
� _ _ _ _ --
o � DOMESIIC WATER� FIRST CHAIR
a � HEATER PLANT. �
� MIN 4° CONCRETE HOUSEKEEPING PAD BOILER RELIEF VALVE, L________J
w IN ADDI110N TO MANUFACTURER'S PIPE INDIRECT TO ISSUED FOR
I J RECOMMENDED BASE, TYP. GLYCOL FEEDER
PERMIT SET
T
6
�
� BUILDING BOILER PLANT PIPING SCHEMATIC
� SHEET TITLE
� z° SCALE NO SCALE MECHANICAL
� o DIAGRAMS
�
� • � SCALE
� SHEET NUMBER
U
N
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. —,z �� �� s E. :� S 1
1805 29th Street
- , Suite 2054
� Boulder, Colorado
i
0 0 80301
� � � � ROOM TEMPERATURE �
A P�, DOMESTIC HOT WATER �� SENSORS, TYP. phone 303 449.89��
RECIRC PUMP TSTAT ?
8 I AVG � ,
( �o
ST 1 SLl �
I N�
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� �i }U
� a �
EXHAUST FANS SERVING UNIT BATHROOMS AND JANITOR'S I I � UPON A DROP IN AVERAGED SPACE TEMPERATURE ` °va
CLOSET SHALL ENABLE UPON CLOSE OF A WALL MOUNTED BELOW ZONE THERMOSTAT SETPOINT PLUS Z W � ��o�o
SWITCH. CONVERSELY, FAN SHALL DISABLE UPON OPEN OF I I DIFFERENTIAL, HEATING WATER CONTOL VALVE SHALL N _ o M N m r
THE SWITCH. OPEN. CONVERSELY, UPON A RISE IN TEMPERATURE � Z � �n M��
ABOVE SETPOINT PLUS DIFFERENIIAL, CONTROL VALVE � Q �' a N�N N
SHALL CLOSE. Q � m�N N�
W V � ssM ss
��o��
m = �����
CEILING MOUNTED BASEBOARD HEATING CONTROL � � �
1 U
.� � N �
O C Q V
EXHAUST FAN CONTROL DIAGRAM " ~ �� = n
7 SCALE NO SCALE o - � '=r '�
C TROL TE C I G 0 SSO IA D DO ESTIC HOT WA'fER c� >�o
SCALE NO SCALE INJEC110N PUMP P-4. AS TANK TEMPERATURE FALLS BELOW SET POINT PLUS DIFFERENTIAL, START
INJECTION PUMPS. AS TANK TEMPERATURE RISES ABOVE SET POINT PLUS DIFFERENTIAL, STOP INJECTION
PUMPS DOMESTIC HOT WATER TEMPERATURE SET POINT TO BE INITIALLY SET AT 120 DEG F ADJUSTABLE.
�114�411➢iP�pP///
AN AQUASTAT IN THE 120'F HOT WATER PIPING SHALL CYCLE DHW RECIRCULATION PUMP P-6 TO .�`�``�\ .�R��/ l',,
MAINTAIN A DOMESTIC HOT WATER RECIRCULATION TEMPERATURE OF 110'F (ADJ.). ��v � a• K� � •�9'?
v O • .t�`�
: 4;
��i •
. •
_ . o
�.fl: 35 18 ;�^
� - PUMP WITH OIL MINDER CONTROL SYSTEM SHALL OPERATE PER ;��� `L, � ���;
1 1 DOMESTIC WATER HEATER CONTROLS SCHEMATIC MANUFACTURER'S RECOMMENDATIONS TO SENSE OIL FLOATING ON ���"•,. �' � . �����
_ _ � TOP OF THE WATER TO BE DISCHARGED AND PREVENT THE OIL �'%,�" •••••° `���o`�
SCALE NO SCALE FROM BEING EJECTED INTO THE SEWER SYSTEM. ''��i,S�Q�'sA1������``�
PUMP SHALL CYCLE ON WHEN PUMP ON LEVELIS REACHED AND
OFF WHEN PUMP OFF LEVEL IS REACHED. PUMP SHALL GO INTO
MS AUDIBLE ALARM WHEN ALARM ON LEVEL IS REACHED.
\�/
TSTAT li T��`�IA�r� HWR--2
� ELEVATOR SHAFT SUMP
�— � _. Hw�� � M PUMP CONTROL SCHEMATIC L, �
. � SCALE NO SCALE � �
EXHAUST FANS SERVING ELEVATOR MACHINE ROOM. MECHANICAL ROOM I HWR� I � �
' AND ELECTRICAL ROOMS SHALL BE CONTROLLED BY INDIVIDUAL SPACE L
MOUNTED COOLING THERMOSTAT SET AT 80'F (ADJ).
� I Q�—�--HWS—,� � O
' UPON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT PLUS
—
DIFFERENTIAL, EXHAUST FANS SHALL ENABLE. CONVERSELY, UPON A O
DECREASE IN SPACE TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL. r ,
EXHAUST FANS SHALL DISABLE. TSTAT �� `,�
TSTAT ♦^
THE MOTORIZED DAMPER IN THE UPPER PART OF THE ELEVATOR SHAFT �/J .� �
x SHALL BE POWERED CLOSED AT ALL TiMES. DAMPER SHALL OPEN UPON L �
X DETECTION OF SMOKE FROM ANY OF THE ELEVATOR LOBBY SMOKE . � �,�
� EXHAUST FAN-THERMOSTAT CONTROL DETECTORS. � ��
-� UPON A DROP IN TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL. RECONFlRM OPERATION OF ELEVATOR HOISTWAY VENT WITH FIRE >
� SCALE NO SCALE THERMOSTAT SHALL ENERGIZE FAN. CONVERSELY, UPON A RISE IN MARSHAL, ELEVATOR iNSPECTOR AND BUILDING OFFICIAL. MANUAL
� TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAL� FAN SHALL BE OPERA710N OR INTEGRATION INTO THE FlRE ALARM CONTROL PANEL MAY
N • DE-ENERGIZED. BE REQUIRED.
�
I
0
° ELEVATOR HOISTWAY
N
,� CUH AND UH CONTROL SCHEMATIC CONTROL SCHEMATIC
� _ = 5
� SCALE NO SCALE 3
� SCALE NO SCALE
� -
0
�
�
x
�
I � m
�
-II �i
0
U
m SMALL GARAGE EXHAUST FAN TO RUN CONTINUOUSLY. �
�°�' ��lr S� �`°' � SA —►
� .,.,.......��
� EXHAUST FAN - CONTINUOUS OPERATION pM � PROJ NO ��03000 ,
°' � SCALE NO SCALE �
� DRAWN ELP
� FLOAl1NG POINT MODULAl1NG REVIEWED� DJK
� AVERAGE CORRIDER RLY �Z CONTROL VALVE. '
� SPACE TEMP.
0
� DATE 10/30/09
�
i '� HWR-2 REVISIONS
DISCHARGE AIR
° . � TEMPERATURE CONTROL. H�� PERMIT SET RE-SUBMITTAL
� ACCEPTABLE MANUFACfURER'S FOR CARBON MONOXIDE SENSORS ARE WLCAN, MACURCO, TSTAT o �ADDENDUM #1 O3IO4/'IO
� Q ACME, OR OTHER APPROVED EQUAL. AVG o
m THE CONTROL PHNEL LOCATED IN THE GARAGE SHALL INCORPORATE THE NECESSARY LOGIC � ADDENDUM #2 03/04/10
/ AND CIRCUITS TO SIGNAL FAN TO OPERATE AND THE MOTORIZED DAMPERS ON THE
� OUTSIDE AIR INTAKE LOUVERS TO OPEN.
v DRYER BOOSTER FAN SHALL OPERATE VIA INTERNAL
��, MANUFACTURER�S CONIROLS. INSTALL REMOTE MOUNTED CARBON MONOXIDE� SENSORS TO COMPLETELY COVER ALL AREAS
c OF THE GARAGE VOLUME PER MANUFACTURER S RECOMMENDATIONS. THE CARBON THE FAN SHALL RUN CONTINUOUSLY. 0 OZ ARCHITECTURE
�' WHEN THE DRYER IS ON, THE INTEGRAL PRESSURE SENSING MONOXIDE SENSORS SHALL BE WIRED IN PARALLEL SO ANY SENSOR WILL SAl1SFY THE
o SWITCH IN THE BOOSTER FAN SHALL AUTOMATiCALLY TURN THE FOLLOWING SEQUENCE: MODULATE THE HEATING CONTROL VALVE TO MAINTAIN DISCHARGE AIR TEMPERATURE AT SETPOINT. DISCHARGE AIR TEMPERATURE SETPOINT SHALL
= FAN ON. THE BOOSTER FAN SHALL MONITOR THE STATUS OF BE BASED ON AVERAGED SPACE TEMPERATURE. INSTALL SPACE TEMPERATURE SENSORS TWO PER CORRIDOR LEVELS 2 AND 4, AS SHOWN ON PLAN.
�, THE DRYER AND TURN OFF WHEN THE DRYER STOPS. THE IF ANY SENSOR DETECTS CARBON MONOXIDE LEVELS AT 50 PARTS PER MILLION (PPM),
T REMOTE MOUNTED INDICATOR PANEL SHALL INDICATE FAN INTAKE LOUVER MO�ORIZED DAMPERS SHALL OPEN AND THE FAN SHALL ENABLE. UPON A DROP IN AVERAGE SPACE TEMPERATURE BELOW SETPOINT PLUS DIFFERENIIAL, INCREMENTALLY INCREASE DISCHARGE AIR TEMPERATURE FIRST CHAIR
a STATUS. SETPOINT. UPON A RISE IN AVERAGE SPACE TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAL, INCREMENTALLY DECREASE DISCHARGE AIR
�- IF THE CARBON MONOXIDE LEVELS REACH 200 PPM FOR 5 MINUTES (ADJ.), THE PANEL 7EMPERATURE SETPOINT.
� SHALL GO ON VISUAL ALARM AND SOUND A REMOTE AUDIBLE ALARM. ISSUED FOR.
w
' -�' PROVIDE A FREEZES7AT DOWNSTREAM OF THE HEA-11NG COIL SET AT 35F (ADJ.) ,TO SHUT DOWN FAN, C�OSE THE MOTORIZED OSA DAMPER, OPEN THE RA DAMPER PERMIT SET
J DRYER BOOSTER FAN GARAGE EXHAUST FAN - AND FULLY OPEN THE HEAl1NG WATER CONTROL VALVE UPON ALARM SIGNAL FROM 1NE FREEZESTAT. THE FAN COIL UNIT SHALL AUTOMA7ICALLY RESUME NORMAL
>, OPERATION WHEN THE FREEZESTAT IS SATISFlED.
� SEQUENCE OF CONTROL INTERMITTENT OPERATlON
�
��
�- SCALE NO SCALE � O SCALE NO SCALE
z MECHAN CAL
� CORRIDOR VENTILATION FAN COIL CONTROLS
� UNIT CONTROL SCHEMATIC DIAGRAMS
� 6 SCALE
� SCALE NO SCALE
� SHEET NUMBER
�
o �
I L
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s
1805 29th Street
- Suite 2054
Boulder, Colorado
80301 �
SMR
phone 303.449.8900
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� TO NDL SNOWMELT � ` � � TO TOV SNOWMELT � �o
SMR--I ZONES. I SMS f , SMS � ZONES. � ��
. �
L�--�����J �— —� L—���—��—J ` o a
� 4 D .._ � Z N = ��o 0
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FLOAT VENT SMS ( I ; � �-SMS � � �
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1 � A SNOWMELT MOISTURE/TEMPERATURE SENSOR (TEKMAR 090 OR EQUIVALENT) SHALL BE LOCATED IN ��•.�' c���*``,v
1 P THE SNOW MELTED AREA OF EACH GROUPING (NDL ZONES AND TOV ZONES) AS INDICATED ON THE ''% ��°•.. �• •'�a`':
� DRAWINGS WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37'F (ADJ.) AND ���''% ��Pd I��-�'�����\\
.. P�2 1 ...- �2 MOISTURE PRESENT, THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE BOTH
''suiu:,�iuw����o •
, •-�,, r���•..., SNOWMELT CIRCULATION PUMP P-1 (NDL) OR P-8 (TOV). MAINTAIN SNOW MELT SUPPLY WATER
�:�,,1 �, � , o TEMPERATURE AT SETPOINT OF 140'F (ADJ.) BY STAGING THE SNOWMELT BOILERS B-1 AND THEIR
c� c� � BAS SCIA UM SJ SHALL BE OFF WHEN A CALM FOR MELTN S NO N ER PRES NLT ROTATE ON A WEEKLY
d d
CF PROVIDE A MANUAL nVERRIDE SWITCH WITH A SIX HOUR (ADJ.) TIMER TO CYCLE THE SYSTEM FOR ICE
� �'���U � ' �� CLEARING.
� - . -
�1 S 1 CF�— —CF L O ,
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? I � I � � �
7 � o � O
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� SNOWMELT BOILER PLANT CONTROLS SCHEMATIC
N �
� SCALE NO SCALE
I
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� � 1� ., , � 12" MAXIMUM
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� � T
� 2---� I PROJ NO 17030 00
T 1 � HEATING WATER SUPPLY (HWS) SETPOINT SHALL BE RESET FROM 180'F TO 110'F AS OUTSIDE AIR
� � � , �`'� r------ ------1 TEMPERATURE RISES FROM 10F TO 50'. PROVIDE AN OUTDOOR AIR SENSOR LOCATED ON THE NORTH DRAWN ELP
� � EXPOSURE. CONTROL SHALL ABANDON THE ABOVE OSA RESET CURVE DURING DEMAND FOR DHW
o I TO BASEBOARD, UH, CUH j PRODUC110N TO PROVIDE 180'F HWS SETPOINT. HWS SETPOINT SHALL BE MAINTAINED BY STAGING ON REVIEWED DJK
� I I I I I ' BOILERS IN SEQUENCE. CONDENSING BOILERS SHALL BE LEAD BOILERS IN ALL CASES. NON—CONDENSING
� -.-- � I AND FCU. I BOILER SHALL NOT FIRE UNLESS THE CONDENSING BOILER IS IN USE AND ADDITIONAL BOILER STAGES ARE
o l 1 l 1 � � REQUIRED. BOILER CONTROL VALVE SHALL BE OPEN WHEN ASSOCIATED BOILER IS ENABLED AND CLOSED
� � .�+ D I L______ ______J WHEN ASSOCIATED BOILER IS DISABLED. ALL BOILERS SHALL OPERATE VIA FACTORY MOUNTED CONTROLS
� I � � TO PROVIDE HWS SETPOINT. DATE 10/3O/09
r"`
% p� � � � ' � - BOILERS INIERNAL CONTROLS SHALL BE INTERLOCKED WITH ASSOCIATED BOILER CIRCULAl1NG PUMP. WHEN REVISIONS
° BOILER IS ENABLED, CIRCULATING PUMP SHALL START. CONVERSELY, WHEN BOILER IS DISABLED,
� �' f � - _ � _ � � CIRCULATING PUMP SHAL�. STOP. PERMIT SET RE-SUBMITTAL
= P=� � ADDENDUM #1 03/04/10
� �f ; s f THE THREE—WAY MIXING VALVE ON THE NON—CONDENSING BOILER INJEC110N LOOP SHALL MODULATE TO
m MAINTAIN APPROPRIATE HEATING WATER RETURN TEMPERATURE TO THE BOILER.
i 2 ADDENDUM #2 03/04/10
� ��' �� UPON A CALL FOR HEAT FROM ANY SPACE LOAD, THE HEATING WATER CIRCULATION PUMPS, P-5, SHALL
/ I� � � � � � ENABLE. THE PUMPS SHALL STOP WHEN A CALL FOR HEAT IS NO LONGER PRESENT.
� t � � � UPON A CALL FOR HEAT FROM A TANK MOUNTED AQUASTAT SET AT 120'F(ADJ.) ON THE DOMESTIC HOT
� �' � � �
� f
,�; WATER STORAGE TANKS, THE DHW INJECTION PUMPS, P-4. SHALL ENABLE AND BOILERS SHALL STAGE ON O OZ ARCHITECTURE
o rD � � �Dv" r 7 `�' ' TO SATISFY THE DOMESIIC HOT WATER LOAD BY SUPPLYING 180'F (ADJ.) HEATING WATER. THE PUMPS
_ �
— — — — SHALL STOP AND THE BOILERS SHALL DISABLE WHEN A CALL FOR HEAT IS NO LONGER PRESENT.
0 0 DOMESTIC WATER " � PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOWN SYSTEM SHALL FIRST CHAIR
�- � HEATER PLANT. � COMPLY WITH ASME—CDS-1. DIVISION 15 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED
w L________J CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A CLEAR POLYCARBONATE HINGED COVER SHALL
, BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH. SWITCH SHALL HAVE ENGRAVED ISSUED FOR
� CONTRAC OR SHALL 0 RDINATE WITHnD�VISON M6RFORCSAFE SHU OWN FSBOILERSCONTROLS PERMIT SET
�
o° BOILER BREECHING SYSTEM TO BE PROVIDED WITH SEQUENCE DRAFT CONTROL. COORDINATE
s BUILDING BOILER PLANT CONTROLS SCHEMATIC REQUIREMENTS WITH FLUE MANUFACTURER.
�
o SCALE NO SCALE
SHEET TI
z MECHANICAL
'� o CONTROLS
�o DIAGRAMS
,� ° - -
� SCALE
� SHEET NUMBER
�
o �
�
�
c�
j � ■
cn
_ l � �- � _ _ _ , . . ,�..,,
t � \�
\ �'.
ABBREVIATIONS LIGHTING FIXTURE SYMBOLS POWER SYMBOLS � ISSUE/LOG
_ �
,AFC - .ABOVE FINISHED CEILING Q RECESSED LIGHTING FlXTURE � SINGLE RECEPTACLE 2~ �v��, ,�
....___ _ .. ......_... .. ._ .. .. . _ ___ _________ _�.. �..�......�....._.�..___.._....._.__ _ _ ___ ..___._.__.____.___._...._.. _._.. _....._ _ _ _ __ __ _ __ ___ _ _ �.._ ________ __ ___ _� _ __..__._ DEX
AFF - ABOVE FINISHED FLOOR �) DIREC110NAL/ADJUSTABLE RECESSED LIGHIING FIXTURE � ouP�x RECEPTAC�E �"" � �� ELECTRICAL SHEET IN oQ�,�oQ�QO���'
_.. . ... . ... ... ...... .. .. .. .. . .. . .. __ _____.. ______ .._..____.........---._._...___ .._ _ _ _�..._.__._......................._..__...--- .... ._. _..-.---- _...._ __.� __ _______ _____ ___ _____.._____.. _ ___ _ ..___
.. . . _ .. .._.......... .. ... _ .._.___.. . _�....�...... . _ _ ____.____...._ „
AFG - ABOVE FINISHED GRADE mm� SURFACE MOUNTED LIGHT �� DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER ac��o�v J�oQ�v���
................. .. _ .........._.._---. ...... .................... .....___.. .. _ __......__ _ _ ._._..__ ______,.__ _ _.�......_...�........_............ __..___..�......_..__...._..__..._......---.................. .................. .........-.-.----- .. _ ___..__ .......__.�.. _
AHJ - AUTHORITY HAVING JURISDICTION � PENDANT MOUNTED LIGHT �m DOUBLE DUPLEX RECEPTACLE � µ �����o�j
.._.... ...._.. _ _ ..................... .._ ...... __.. .,._..._. .. ....... .. .......,,., __ ___,_.,,_, _.._ _�.,,_�...�........_.._.... .. ____.._...�....._..�.....�......._._...-.--.---_..._.._.._._..........._.._.... ..._..... �...�_m _.. _ ____ __ _____.._ _ _ _ _ __..
. _.._.... . _... _ _ ___ ___ _ _ _.. _.. . ........
AL - ALUMINUM Q-I WALL MOUNTED LIGHT � -GFCI DUPLEX RECEPTACLE m # TITLE o��o vo va�=o �,
_ .. _ .. .............. ............... ._._............. .. .. .._.. _ . __ _._�,._......_____..______. �..._ _.____..__�..._..�.....__...._.._.._..._..._._...__ _ � _ _....__._.._ ....._............._.._............_..._......----__..-----. .....---.._.. _ . . _.._.. .--..------....__.._.....__._._...___ �, o �, �,
O p O h �
AP - ACCESS POINT 0-I WALL MOUNTED UP-LIGHT � DUPLEX RECEPTACLE; HALF SWITCHED h � h � �
..____ _..._ ...._.._ ___ _ .._ _ ..___ _ _ .___.............._ __
> AWG - AMERICAN WIRE GAUGE Do �MONO-POINT LIGHTING FIXTURE ~ ^m^�m� �µ��m �� ���~�~mm�..� � ISOLATED GROUND DUPLEXµRECEPTACLE�........__......_.__._....._..___,_..._____..,,._ J J J J J
E0.00 ELECTRICAL COVER SHEET
._ _ _ ___.._ __.... ..._.__ __..... _ _ _ _ _ __..,.�.....�.....�......._..__.
_ __ _.. ___..�...�..._.�.._._._..�.............................._ _ _ ______ _ __..... .�_____....___...........__.._
__.....�._.__.._._._ _.__.._ _ .._ _._ _...__ _ .._....__ _�.....___...�..._.__._.___.___.__�..__�_ _ _ 1805 t treet
.BFG -^BELOW FINISH GRADE Ll. RECESSED STEP LIGHT � MULTI-OUTLET PLUG STRIP
_ ___ _.....___._........_.........__ .._ .. E1 01 ELECTRICAL SITE PLAN J J J J J
_ ......_.M._._..._...�...__.__.. __ _ _ _.._.....�......._.....__.........__....___...__ _ __ __ ....____.. ____..._._.._.� __..._........_.................._----------.....---............-----.-----.................__..............-.-.-----.._.__.__---.._._._..._.,___....�........_........._�...._ _
uite
BMS - BUILDING MANAGEMENT SYSTEM F-o-I FLUORESCENT STRIP LIGHT FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE BOUIC�@C', COIOrc'aCIO
,.. _ _ _ ___ _.. .. .. �...__..�.....M....__..._....__ .._ _ _ _ ___ .____ ____..._..---.._................_�.__
_ __ _ _ _.._ ____......_ _ _.._.. ._______._..____.._.---_.___.___..___._._..._._.__ .._.._.._.__.__.�.....__........................._..___._.._.._ � .. _ _ .
C - CONDUIT � WALL MOUNTED LINEAR FLUORESCENT LIGHT FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE E2.01 ELECTRICAL LEVEL 1 - FLOOR PLAN J J J J J
. __...... _ ... .. _ _.._�..._.........___......_.........._._..__.._..._.__.-----.._............._._.._.___.__..__.__._.__.__....M...,__,....�....___ ____ __ ___ E2.02 ELECTRICAL LEVEL 2 - FLOOR PLAN J J J J J HO3O�
. . _ .�... _ _ �. .. _ __ __._ _________._......_......_ _ __.. ____ ______
CATV - COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM 0 RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED
...._...._ __.._....._ _ _ _ _ ___ _ __ .. .. _.. ....._...._....�_�___�_�._._._ _ _ _ _ .. _ _ _ _..__..._......................._..._ __ .. _ _ _ _________ __ ....__......_.__�......�......_�...�....._._...,�..._.............._..._...._._...__....__...._.._......_� _ _ ____ __ _ ______.._ E2.03 ELECTRICAL LEVEL 3 FLOOR PLAN J J J J J
phone 303.44 .
CCN - CLOSED CIRCUIT TELEVISION � � FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT � FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM E2.04 ELECTRICAL LEVEL 4 - FLOOR PLAN � J J J J
...._ .. ..._.... _ _ .._ .. _ _ .,w.._..._.._�...._. _ .__ .. _�_ _ � _-__.. .. .. .. .. .. .. _ ___ _ ____�......_._..._.._..µ.._..�..._...�....�....__..__.......�...�....__....____�...__..__ ___� __ �_ __ _ _ .. _..
CKT - CIRCUIT M ,� CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN � WALL MOUNTED SPECIAL OUTLET AS NOTED _ -
._....... ... ..._..__.._.....___ .._.,.. .. _._ _ __ _ _ _ ..._.._�....._....._.�..._.. ___ __ ..____ _.._..�........._........... .. �........_.
• J J J J J
.......... .. _ _ �_ ..__...�.,__.�.....__...�....�........_... ____ __
__ � _ _.. ._ __
. ___...�..__.._._...�....._..___.._._..._..�......,.._
.CPU -.CENTRAL PROCESSING UNIT � WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN � SPECIAL OUTLET AS NOTED _ _ E2.06 ELECTRICAL ROOF PLAN J J J J J N`�
.... ._.......__....__...__ __ _ _ __ _ _ _ .. ,...w _,,..�,...,,.._ .... .. _ _ _ _ .._ _____..._.._...._._.....___.. .. .. _. _ __�... __.. ............�..._.....�........__.�..........._........._...._�.....�.........._.____...._...____..____..______..__......._.
CT - CURRENT TRANSFORMER �EMERGENCY LIGHTS �J JUNC110N BOX =°°
... ...._................__....._ ........ _.... .. _ __.. _ __�._____.. _ ____ ____ _ _ _.._._...____........._..____ _ .. _ ___ ___ _..___..__.�.,_.. __....._....._..__...�..........,.�..___..........__...........,....�._�....�... _�..._ �....�...__�...._____..��__ _ ..._...._._ c?
DISP - GARBAGE DISPOSAL Q-o EXTERIOR POLE MOUNTED LIGHT J(}I WALL MOUNTED JUNCTION BOX TRICAL EHU UNIT PLANS J J J J J
z
E2.10 ELEC ` a;
_ .. .. ........._...........,..._.,__ ..,..................... .........._ ,. .. _ __..._. ,.._.....,,.... �. .,..�. ....�._.... .._......_....,.._,.,m......._.__,......_ _ .. _....___°__.................� �.... .........�............_........�..�...�..._......_........,.�...._......�..... ......_ .__...,._...._ .�.� ..,...._ c�a
.. ., ..
DW - DISHWASHER � EXTERIOR POST (BOLLARD) MOUNTED LIGHT ���µ� � �FLOOR MOUNTED JUNC110N BOX �µ�
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FACP- FIRE ALARM CONTROL PANEL S4 FOUR-WAY SWITCH � MOTOR STARTER E6.02 ELECTRICAL DIAGRAMS � ,/ � � �,� �.a
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IAW - IN ACCORDANCE WITH QD DIMMER � PHOTO-CELL V ��• �•
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IDF�- INTERMEDIATE DISTRIBUTION FRAME�µ µ LV LOW VOLTAGE SWITCH . PANELBOARD OR LOADCENTER ��������� GENERAL NOTES. '°�':, �l� Lr.�1�,:' �'
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IG — ISOLAlED GROUND S� WALL OCCUPANCY SENSOR/SWITCH ❑C CONTACTOR 1 DO NOT SCALE DRAWINGS VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF �ss/pNA1.E�G\
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IR - INFRARED 0 SMALL ROOM OCCUPANCY SENSOR _ � ELECTRIC MOTOR
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LAN - LOCAL AREA NETWORK � LARGE ROOM OCCUPANCY SENSOR g METER 2 EXAMINATION OF BIDDING DOCUMENTS
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MDF - MAIN DISTRIBUTION FRAME � CORRIDOR OCCUPANCY SENSOR � THERMOSTAT A EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY,AND NOT LATER THAN SEVEN DAYS PRIOR TO THE
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DATE OF RECEIPT OF BIDS,SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION
NIC NOT IN CONTRACT DL DAYLIGHT PHOTO SENSOR ATS AUTOMATIC TRANSFER SWITCH OF ANY DISCREPANCIES,AMBIGUITIES, INCONSISTENCIES,OR ERRORS THEREIN WHICH HE MAY DISCOVER THE
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NL - NIGHT LIGHT � CIRCUIT HOMERUN OR CORRECTION BY ADDENDUM SHALL BE BINDING NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS
W NTS�- NOT TO SCALE��w��.���� . � µ� . CONDUIT RUN �������~�µYµ~��W�� GIVEN BY ANY OTHER METHOD IF DISCREPANCIES,AMBIGUITIES,INCONSISTENCIES,OR ERRORS ARE NOT COVERED BY O
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ADDENDUM OR WRITTEN DIRECTIVE,CONTRACTOR SHALL INCLUDE IN HIS BID,LABOR MATERIALS AND METHODS OF
PA - PUBLIC ADDRESS AUDIOVISUAL SYMBOLS -- CONDUIT RUN BELOW GRADEv�µ���µµ��µ�N�YVY����Y� CONSTRUCTION RESULTING IN HIGHER COST AFTERAWARD OF CONTRACT,NOALLOWANCE OR EXTRACOMPENSATION L �
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OC - ON CENTER TV-� WALL MOUNTED TELEVISION OUTLET —o CONDUIT UP ABOVE � �
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f REF - REFRIGERATOR � CEIUNG MOUNTED TELEVISION OUTLET ---� CONDUIT DOWN B FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY,OMISSION,OR CONFLICT WILL NOT � �
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TTB - TELEVISION TERMINAL BOARD � FLOOR MOUNTED TELEVISION OUTLET S SWITCH �����µ�� �✓µ ���� RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS
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` TVSS - TRANSIENT VOLTAGE SURGE SUPPRESSOR � WALL MOUNTED AU�IOVISUAL OUTLET - ST THERMAL OVERLOAD SWITCH ����� THE WORKING DRAWINGS AND SPECIFICATIONS
�UG - .UNDERGROUND �Y�� Y��N�, µW� � µ �� � �CEIUNG MOUNTED AUDIOVISUAL OUTLET� � � � �W�,��µ� g� VARIABLE SPEED SWITCH �� ��� W���� 3 VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED CONTRACTOR SHALL INCLUDE IN HIS BID COSTS
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UNO - UNLESS NOTED OTHERWISE :4� FLOOR MOUNTED AUDIOVISUAL OUTLET � KEY SWITCH rn
__.._..._____.............._ __..__..____ __..__ - _ ....................._._... _ ____._______..__ _...__._____ -• 4 REVIEW ARCHITECTURAL,STRUCTURAL,MECHANICAL,SECURITY,AND OTHER DRAWINGS PRIOR TO BID _/ ^
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x V — VOLT QS CEILING MOUNTED SPEAKER �' PILOT LIGHT SWITCH � �
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� W - WATT Sa-� WALL MOUNTED SPEAKER �
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J WAN - WIDE AREA NETWORK �V -� VOLUME CONTROL ONE-LI N E DIAGRAM SYM BOLS � s WORK, MATERIALS,AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL,STATE OF COLORADO,AND
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a WLAN- WIRELESS LOCAL AREA NETWORK QM FLOOR MOUNTED MICROPHONE OUTLET —� DISCONNECT SWITCH
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� WP - WEATHER PROOF M�-� WALL MOUNTED MICROPHONE OUTLET � FUSE
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""' „°°°�'°"°�'"""""""""".�""�""" "°"'"�"�"�'""�'.'".""�'"""'"""...°"'""""""""""""°"""�""�"."�'�" g GUARANTEE THE INSTALLA710N AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL
� XP - EXPLOSION PROOF Q CONTROL TOUCH PAD f1_ CIRCUIT BREAKER USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT
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� +18" - MOUNTING HEIGHT TO CENTERLINE OF � CONTROL KEYPAD � CURRENT TRANSFORMER
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N DEVICE ABOVE FINISH FLOOR QP CEILING MOUNTED PROJECTOR �� POTENTIAL TRANSFORMER ������W�� � 9 SYSTEMS SHALL BE COMPLETE,OPERABLE,AND READY FOR CONTINUOUS OPERATION LIGHTS,SWITCHES,RECEPTACLES,
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o �P -� WALL MOUNTED PROJECTOR QM � METER ������µ������..w�.�.W�my��µY���
10 CONTRACTOR'S FAILUR�TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A
L —i- SPEAKER ZONE HOMERUN ����µ �� µ.rv�µ����� �V VOLT-METER ��� ���� �� REASON TO SUBSTITUTE ALTERNATE MATERIALS,EQUIPMENT,OR INSTALLATION METHODS
� � ���w���Y.µ� �M�M � AMP-METER � �H_�YN�Y���Y 11 VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN
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SS SURGE SUPPRESSION DEVICE 12 FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S APPROVED WIRING DIAGRAMS,
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+' COMMUNICATION SYMBOLS fd SELECTOR SWITCH DETAILS,AND INSTRUCTIONS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT
I , ---w------��---,,.,---.—----�---- COMPATIBLE WITH EQUIPMENTACTUALLY SUPPLIED
� � � TELEPHONE WALL OUTLET cF GROUND FAULT PROTEC110N
i o ____�____�._�______._._._.,,_._..._.......�___„_�.,_...,W._w_._„_,_...._._,...._....._..,.,......._... ___ ._.._..._.._.....,.,,.._.__................._,,,,,,w..,,.._._.........___.......�,,.. 13 ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR EQUAL,AND SHALL BE IDENTIFIED AT ALL JUNCTION,
� � DOUBLE TELEPHONE WALL OUTLET O- SHUNT TRIP PULL AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS TAG SHALL INDICATE INTENDED USE OF CONDUIT,
m ' B TELEPHONE FLOOR OUTLET µµ�� µ����� � � NORMALLY OPEN CONTACT µ �� ORIGINATION,AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT
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� D DATA WALL OUTLET NORMALLY CLOSED CONTACT � 14 INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ANY DEVIATIONS SHALL BE
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+� ...._.._..........__........ ,._.�,�................__.W.......______ BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION PRIOR TO INSTALLATION
� � DATA WALL OUTLET _._._._...........__..._.....�.......__._._._,.,..�.....�„_._..,,_,,.,,.,,_,._.........._,_.... - � GROUND ...........��„�.,..._......... _�,,..,
� DATA FLOOR OUTLET �Q COLD WATER GROUND CONNEC110N 15 CORRECTIONS NECESSARY A NO COST TO OWNER N IF TESTS SHOW THAT WORK IS DEFECTIVE,CONTRACTOR SHALL MAKE PROJ NO �7030 OO
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� � � COMBO PHONE/DATA OUTLET , ,g BUILDING STEEL GROUND CONNECTION _
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������� ���`�,���.�`" 16 SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE WATERPROOF USING"SCOTCHCAST"SPLICE KIT OR
o � DOUBLE COMBO PHONE/DATA OUTLET REVIEWED' .1H
o ,_,�,�,�,_,,,� APPROVED EQUAL SEAL ENDS OF CONDUITS AND DUCTS WITH"DUCTSEAL"OR APPROVED EQUAL
� ° � COMBO PHONE/DATA FLOOR OUTLET FIRE ALARM SYMBOLS
W 17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING
� OF� VOICE/DATA�FIBER OUTLET � �� � �FACP FIRE ALARM CONTROL PANEL��� � PROVIDED UNDER THIS SECTION,OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION DATE �OI3O/O9
� POS� POINT OF SALE (POS) OUTLET ANN REMOTE ANNUNCIATOR PANEL 18 CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF FLASHING WITH CAULK TYPE COUNTER FLASHING SLEEVE
j �_ __ _....... .__._W���..�.w ���W�� ��������������W�����w�����WW����.����� �.� INSTALLATION SHALL BE WATERTIGHT REVISIONS
j o q� � AUTOMATED TELLER MACHINE (ATM) STATION 0 SMOKE DETECTOR
� pp� PUBLIC PAYPHONE OUTLET HD HEAT DETECTOR � 19 ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U L OR OTHER RECOGNIZED TESTING FACILITY 1 PERMIT SET RE-SUBMITTAL
w . _. ._,_. � ADDENDUM #1 03/04/10
� E� ELEVATOR PHONE OUTLET � COMBO SMOKE/HEAT DETECTOR 20 PULLBOXES,CABINETS,ETC MOUNTED ON THE EXTERIOR AT GRADE LEVEL,SHALL BE WEATHERPROOF TYPE WITH HINGED
� � POWER/TELECOM POLE � o� DUCT SMOKE DETECTOR """`"""�`�" LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS � ADDENDUM #2 03/04/10
�
21 SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT PROVIDE SERVICE TO,AND CONNECT EQUIPMENT
� � CLOCK WALL OUTLET co CARBON MONOXIDE DETECTOR � AS RECIUIRED
� °� � CLOCK CEILING OUTLET �F FIRE ALARM PULL STATION 22 NON-METALLIC AND FLEXIBLE METAL CONDUITS SHA�L HAVE A CODE-SIZED COPPER GROUNDING CONDUCTOR INCREASE
O OZ ARCHITECTURE
o B T1ME TONE GENERATOR QH FIRE ALARM HORN CONDUIT SIZE AS REQUIRED
_ °
� CALL IN SWITCH � FIRE ALARM STROBE �� 23 FIRE ALARM SYSTEM FIRE ALARM SYSTEM IS DESIGN BUILD BY FIRE ALARM CONTRACTOR FIRE ALARM CONTRACTOR SHALL
°� BE OR PROVIDE ENGINEER OF RECORD FOR FIRE ALARM SYSTEM CONTRACTOR SHALL PROVIDE DEVICES,CONDUIT,WIRES,
o M�C MASTER INTERCOM STAl10N DQ FIRE ALARM COMBO HORN/STROBE AND CABLE AS DIRECTED BY EQUIPMENT MANUFACTURER MATERIALS,EQUIPMENT,AND WORKMANSHIP SHALL MEETALL FIRST CHAIR
Q °"�"°" PREVAILING CODES THE SYSTEM SHALL BE COMPLETE AND OPERABLE IN EVERY RESPECT
�C INTERCOM STAl10N �� QS �FIRE ALARM SPEAKER
�-1 °""""" �"�""""' 24 EMERGENCY RESPONDERS RADIO AMPLIFICATION SYSTEM IS REQUIRED SYSTEM SHALL BE DESIGN BUILD REFER TO ISSUED FOR
i ❑A AMPLIFIER �Q FIRE ALARM COMBO SPEAKER/STROBE
o .��._ �_��____�� SPECIFICATION FOR PERFORMANCE CRITERIA PERMIT SET
J Q CHIME NF FIREMAN'S PHONE JACK
T ._._.. 25 SECURTIY AND BUILDING ACCESS SYSTEM IS DESIGN/BUILD BY CONTRACTOR ELECTRICAL CONTRACTOR TO COORDINATE
° �B BUZZER � SPRINKLER SYSTEM FLOW SWITCH ALL POWER AND RACEWAY REQUIREMENTS FOR SECURITY BUILDING ACCESS SYSTEM
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� OB BELL � SPRINKLER SYSTEM TAMPER SWITCH 26 ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROOF AND GUTTER DE-ICING SYSTEM WITH ROOFING CONTRACTOR AND SHEET TITLE
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z 'rr GROUNDING BUSBAR Fs� FIRE/SMOKE DAMPER
SYSTEM SHOP DRAWING SU[3MITTALS PER THE MANUFACTURER'S RECCOMENTATIONS EC SHALL COORDINATE ALL ELECTRI
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_..........�........._......_ REQUIREMENTS WITH GC AND ROOFING CONTRACTOR PROVIDE ALL TESTING REQUIRED FOR SYSTEM PER MANUFACTURER'S COVER
a WIRELESS LAN (WI-FI) ACCESS POINT oH MAGNETIC DOOR HOLDER
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FLAG NOTES: NOTES:
1
O1 TRAFFIC GATE CONTACTOR SHALL PROVIDE 1" 1. EXTERIOR LIGHTING TO BE CONTROLLED BY
CONDUIT WITI�i 3-#10, #10 GRD. FOR POWER, EXTERIOR LIGHTING CONTROL PANEL (LCP)
' 2" CONDUIT TO BUILDING AND 2" CONDUITS REFER TO DIAGRAM Q, SHEET E6.02.
FOR LOOP. CONTRACTOR SHALL VERIFY ALL
' CONDUIT AND POWER REQUIREMENTS AND 2. ELECTRICAL CONTRACTOR SHALL VERIFY
LOCATIONS WITH SECURITY DESIGN BUILD WITH SECURITY DESIGN BUILD CONTRACTOR
CONTRACTOR PRIOR TO ROUGH-IN. ALL REQUIREMENTS FOR SECURITY AND �
- TRAFFIC CONTROL SYSTEMS PRIOR TO
O2 TRAFFIC CONTROL CABINET. CONTRACTOR ROUGH-IN.
: SHALL VERIFY ALL CONDUIT AND POWER
� REQUIREMENTS AND LOCATIONS WITH SECURITY 3 UNDERGROUND ICONDUIT ROUTING INTENT. 1805 29th Street
� DESIGN BUILD CONTRACTOR PRIOR TO CONTRACTOR SHALL VERIFY AND
- ROUGH-IN. COORDINATE EXACT ROUTING WITH GC AND Suite 2054
O3 GATE CONTROL KEYPAD/CARD READER. OTHER TRADES AS WELL AS SITE BOUICIer, COIOr8C�0
CONTRACTOR SHALL VERIFY ALL CONDUIT AND CONDITIONS.
POWER REQUIREMENTS AND LOC:ATIONS WITH 80301
SECURITY DESIGN BUILD CONTRACTOR PRIOR phone 303.449.89��
TO ROUGH-IN.
O O 1" CONDUIT WITH 3-#10, #10 GRD. AND A 2" �
CONDUIT �OR CONTROLS o 0
o�
ODOWNLIGHTING IN BUS SHELTER. PROVIDE TWO =°
(2) TYPE SL FIXTURES FOR EACH SHELTER. � ` }z
6 I N G R A D E P U L L B O X F O R S I G N A G E P O W E R. °a
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LIGHTING FIXTURE TO BE PROVIDED BY THE �- - - ,,. w v u,o �����
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� I DATE 10/30/09
Q I � I � � � � 0 ❑ � � VIA LCP � � REVISIONS
� � R � I PERMIT SET RE-SUBMITTAL
w ' j ' _ _ ' �' � sa� � ADDENDUM #1 03/04/10
� � I 2-#10, #�0 GRD �
i ; � � ; � � ADDENDUM #2 03/04/10
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� ELECTRICAL SITE PLAN SCALE�
� SCALE 1/16��_ ��-o�� SHEET NUMBER
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A B B1 C C3 D D3 E E2 E5 H3 � NOTES.
1. REFER TO MECHANICAL EQUIPMENT
i i i i SCHEDULE SHEET E4.01 FOR ELECTRICAL
i i � � � � � REQUIREMENTS AND CIRCUITING FOR
IMECHANICAL EQUIPMENT.
i i i � � i i � � � � � TO UTILITY TRA SFORMER 2. EXTERIOR LIGHTING TO BE CONTROLLED BY
-�� RE: CIVIL EXTERIOR LIGHTING CONTROL PANEL (LCP)
I � I I I I I I i i i --����-��- REFER TO DIAGRAM QC , SHEET E6.02.
I ��1��-��� �
�'� 3. PROVIDE 120 VOLT POWER TO ALL
, I I I I I I I I i i 15 _- ��� i i FIRE/SMOKE DAMPERS CIRCUIT ALL
-��� FIRE/SMOKE AND MOTORIZED DAMPERS TO
__----' H�-2�• 1805 29th Street
- - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - --�- - - - - - �- - - - - - - - - - - - - - - - - - - - � - - - -� - - - - - - - - - - - - - - -
i i i i i � - � —� - — '� � 4. NUMBERS ADJACENT TO ELECTRICAL Suite 2054
� � � EF DEVICES. LIGHTS, ETC. INDICATE CIRCUIT IN goulder, Colorado
i M�B T R A L Q � -46 i F F i PANEL "H1", U.N 0. �
i i i i i �� �F ,� ,
� � � 0 �g 3 � 5. ALL EXIT LIGHTS IN GARAGE SHALL BE 8030 ,
i i �8 e O i i m 1 PENDANT MOUNTED TO BE BELOW PIPE phone 303.449 8900
i i i i M1-44 e � AND CONDUIT RACKS SO THAT THEY ARE
I I I I 25 �\ e 16 CLEARLY VISIBLE TO PEDISTRIANS.
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i i i i i i i i � � F EP1- � EfE H A I� o
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_ _ _ _ _ _ _ ` _ _ _ _ _ _ _ _ _ _ � __ — _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ — �
� � � 12 - -� R109 - - -M1- +- - - - - P �- 3 �U
9 M1-46 � FLAG NOTES. a ,
EPl-35,37 F� ` °a
+48° i e � PANEL DP1 9
EP1 39 i 23 i i i i n i i P Ol PROVIDE SIMPLEX RECEPTACLE FOR P-7 w v
9 i i i 23 SUB-METERS +48 ee
8 �8 � Z i corc� u�w
F F 5 5 (SUMP PUMP). COORDINATE LOCATION AND N � o M°�,°
M 00 t0 O
CONNEC110N REQUIREMENTS WITH MECHANICAL �o���
� � � �N I�N N
1 p F F R E S I D E N T I A(�i F i i i i i � � O M1-46 � � CONTRACTOR PRI OR TO ROUGH IN. Q � � �N N M
6
X EP
O2 PROVIDE J-BOX FOR ELEVATOR RECALL. "' C O)N M�N
i i i i COORDINATE EXACT LOCATION WITH ELEVATOR � E
X 29 oc 1 0 7 i i i i i i i 22 F F M�_4 CONTRACTOR PRIOR TO ROUGH IN. Y � „ � �
"f �7 = L C � U
i i M�-5 M1-48 i O 3 PROVIDE TELEPHONE OUTLET FOR ELEVATOR o �� � o��
— - — 1� � — GENERATOR — - — -F - — - F i 9 F i — � - — i - — - — - — - - i - i — i - � - — _ _ —EP1_2 _ _ _ _ _ _ _ _ I — _ — 1 $ TELEPHONE. COORDINATE EXACT LOCATION U >�o�,a �
� 2 - 9 � � �
EPI 9 23 g � 2 �p F� �- W I T H E L E V A T O R C O N T R A C T O R P R I O R T O R O U G H
x �� EP x ' IN.
i i i i i
O CAR L GHTSSED DISCONNECT FOR ELEVATOR
0 9 ; � i i I +48" � P A N E L M 1 RECEPTACLE AUXILIARY LIGHIING
� - -- -- �7 - ��-�-�- " ' e i i G2 i i 1 � � G2 G� � +48' � - AND VENTILATION. CORDINATE EXACT
�� � �_ �------------------� � � � LOCATION WITH ELEVATOR CONTRACTOR PRIOR
� � � � 23 4 TO ROUGH IN. �P�� ���FNS
� VIA LCP ; � � G2 i i i � � � � � 5 ELEVATOR DISCONNECT. �����G��•�.SAC� ..F
UV1 � � � ; I G1 � �
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� � � i i � i i i i i � � O6 GANG RECEPTACLE WITH SWITCH. 42 5
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' � � � P A R K N G � O7 POWER FOR MECHANICAL CONTROLS FlELD A '� �-�b,i��c,�'
� Q ' � = � X3 i i i i COORDINATE EXACT LOCATION WITH DIVISION �0,�,�'•� ,,,. ••'' G��
i ; !��' ; i �X3 i i i i i j + 102� 15 CONTRACTOR. FSS/ONAL��
X3
� 1,3,5 ; ; i i O8 POWER FOR GENERATOR BATTERY CHARGER.
� � II � i i
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�� 9 POWER FOR GENERATOR CONTROLS
' � � G2 i i i i � E L E V M A C H i � 10 POWER FOR GENERATOR JACKET HEATER.
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� I � � �� +48" �� X3 +48 5 EP1-5 EP�-�EP1-16 i � 112 I I 11 pOWER FOR GARAGE DOOR OPENER. VERIFY
�� i ,�i X3 i i , i i 4 2 G2 EXACT ELECTRICAL REQUIREMENTS WITH GC � O
- - - - - - - - - - - - - - - -a --- ---_--_--- -�}-_--- - � - — 11 - - - - - - - - - - - - - - — TORA E� E "� - � +4 F � - - - - - - - - - - - - - � .
� PRIOR TO ROUGH-IN. _
�- — .F 3 E r — - — - — - — - 4 6 12 PROVIDE MONITOR MODULE TO SUPERVISE � �
} W1
i 23 i S # PANEL D � �F I 21 R� 1 F F EP1-32 �H RADIO AMPLIFICATION FOR POWER FAILURE. � �
8° P� 113 R� � I 5
� 11 i SUB-ME R i 6 i 14 i 13 PROVIDE MAGNETIC 12V INGRADE �
- 1 5 ,e _�T UP �� R� � 23 R� P 4 EP1-14 TRANSFORMER FOR STEP LIGHTS. � O
�.: - - � - - -
?� J 14 POWER FOR MOTORIZED DAMPER. COORDINATE
- - - - - - - - - - - - - - - - -- -�� - - - - - - - - - - - - - ���• - - - - - - - - -i- - - - - - - - - r - - - — 5
i 10 6 — - — - - -11 i�----�J� � 15 K'�. � / p 1 EP1-18
�____ � WITH DIVISION 15. CIRCUIT TO HP1-27. U
��
6 i 5 % p ;- - --�� H1-30 �� � BBY 15 � � i i � 15 EXTERIOR LIGHTING CONTROL PANEL. �
�
� � X3 'i--��--;' --T VIA LCP 16 I +48" ; 15 i � �
X � �-------ti� _______„ � �21 16 POWER FOR TELEPHONE BASED ENTRY ■� �
x ;�F'1=1���-------" 14 2 UH 15 12 � i i i SYSTEM. MOUNT 4-SQUARE BOX AT 44'�AFF. �
I
c� � » �iVIA LCP ; 13 �� �g � � COORDINATE EXACT LOCAl10NS AND �
J ' ; F•I ; I � RE IREMENTS WITH SECURITY CONTRACTOR.
- - - - - - - - - - - - - -
- - - - - - - - - - - - -
-I� - - — - — - — - — - — - — - - — - -
5 4 4�
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a i � � � 11 I `------- --_-� � yyp 13 T � i X� 25 � � �� � ` �
17 JUNCTION BOX FOR SECURITY/BUILDING
°' f , ACCESS SYSTEM. PROVIDE 1" CONDUIT FROM
�" 2 R2 i � i i JUNCTION BOX TO IDF ROOM #103.
I i i i i UH COORDINATE EXACT LOCATIONS AND
W3 W3 W3 14 G2 G1 REQUIREMENTS WITH SECURITY CONTRACTOR.
o ;
o i £ i i i i i i i 16 � � � � 18 PROVIDE FIRE FLOW AND FIRE TAMPER
N ; I WP SWITCHES AS NEEDED COORDINATE EXACT
N i i i i ° QUANTITY WITH FIRE PROTECTION
o �................................._.,..................,.......................m,.....,...,.,,..,.,..,....,.,.,,,........,.....,......,..,......,.............. ,,,�,...�.,�,,._.._.�.A�d...�__..._,._..,_�,..,._,.�,,,_,,...._,.....�,.��.,..,.,,,.�,.._..,_.....,.,.._...................__..._, CONTRACTOR.
� �
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� � W3 i 19 DAMP LOCATION/EXTREME TEMPERATURE
�2 � � � OCCUPANCY SENSOR GREENGATE #OXC-P.
i
U • � - - - - - - - - - - - - - y - - - - - - - — - - - - - - - - - - - - - - - 59 O
X � 20 SWITCH FOR ELEVATOR RELIEF DAMPER,
� PROVIDE KEYED SWITCH WITH 2-#12 AWG
� � � — _ _ _ — _ — _ _ — _ — _ CONDUCTORS TO ELEVATOR RELIEF DAMPER
� , AT TOP OF ELEVATOR SHAFT. COORDINATE
, o � � � S T A I � j � j i Ep�_¢ � 6 EXACT CONTROLS AND DETAILS WITH DIVISION
T t � 14 � � � � H . 15 CONTRACTOR.
m � W3 yyp i � H �-� i 2� REMOTE GENERATOR ANNUNCIATOR PANEL
� i Ep1-4 P � 22 COORDINATE PANEL LOCATION WITH
c 13 � VIA LCP � --- 14 �� �� MECHANICAL/PLUMBING CONTRACTOR TO
� � — - - - - — - — - - — - - — - — - — - - — - ,.......�w.�....,.—...-.. - � / J ENSURE THAT NO PIPING OR DUCTWORK IS PROJ NO 17030 00
� E X I�s �� LOCATED ABOVE PANEL AND THAT THE NEC
3 � 13 T i X�_ X3 � � � � � �P1-13 REQUIRED WORKING CLEARANCE IS DRAWN� MAS
°' ' LCP MAINTAINED.
� ; P1-4
� CU 23 POWER FOR SECURITY SYSTEM EQUIPMENT REVIEWED SJH
- ............ ...
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a W3 14 ................................................ ... COORDINATE EXACT REQUIREMENTS WITH
I o j i 2� +4g �� SECURITY DESIGN BUILD CONTRACTOR PRIOR
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� TO ROUGH-IN.
DATE 10/30/09
� � .� 24 TRAFFIC CONIROL LOOP IN PAVEMENT.
/ i i Gi G2 � i COORDINATE EXACT REQUIREMENTS AND REVISIONS
� � 6 DESIGN BUILD C NTR CTOR PRIORETORITM PERMIT SET RE-SUBMITTAL
W (� _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 8 ROUGH-IN. � ADDENDUM #1 03/04/10
� W3 � �
� 13 14 �ST❑ A�E 25 COORDINATE UFER GROUND INSTALLATION WITH
j � �14 �O� 4 11 F GC PRIOR TO CONCRETE POUR IDENIIFY THE � ADDENDUM #2 03/04/10
-o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � UFER WITH RED PAINT.
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% � � � � � � � � � � � � i���� ; j � i 26 UNOBSTRUCTED EXIT PER NEC 110.33 (A) (1)
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_ """""" i i i i : CIRCUIT TO EP7-19.
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NOTES:
I I i i i i i i i i i i i i 1. PROVIDE 120 VOLT POWER TO ALL FIRE
SMOKE DAMPERS. �
i i i i i i 2. ALL BRANCH CIRCUITS THIS FLOOR FED
� i i i � � � � � i FROM PANEL H2 UNLESS OTHERWISE
- - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - --I - - - - - � - - - - - - - - - - - - - - - - - - - - - � - - - -� - - - - - - - - - - - - - - - - - - - - NOTED. 1805 29th Street
_ i i i � � � � � � - � - � 4. ALL HEATING CABLE (BYLIN) CIRCUITS TO
S u ite 2054
BE CONNECTED TO PANEL RM1 (BYLIN Boulder, Colorado --
� � � � � � HECS). 80301
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i i � � � � 1. REFER TO MECHANICAL EQUIPMENT
SCHEDULE SHEET E6.02 FOR ELECTRICAL
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i i i i i i i EQUIPMENT
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1805 29th Street
- - - - - - - - - - - - - �-- - - - - - - - - - -� - - - - - � - - - - - - - - - - - - - - - - - - - - - � - - - - - � - - - - - - - - � - - - - - - � - - - - - - - - ,- - - - - � FLAG NOTES: Suite 2054
- � � � � � I � � Boulder, Colorado
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THIS LEVEL. 80301
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1. REFER TO ARCHITECTURAL DRAWINGS FOR
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2. CONTRACTOR IS RESPONSIBLE FOR
i i i i i i COMPLETE AND OPERABLE SYSTEM
� � � � � � � � i CONTRACTOR SHALL PROVIDE ALL
NECESSARY EQUIPMENT, ACCESSORIES,
i i i i i i i i i i i � TESTING, ETC. �
' I I I II 3 I O3 3. EC SHALL PROVIDE MEGGER TESTING FOR
% I I I i I I I I i � i � 3 ALL HEATING CABLE RUNS AND LOAD
i Q TEST ALL HEATING CABLE CIRCUITS PER
I Q � BYLIN REQUIREMENTS AND 1805 29th Street
— - - - - - - - - - - � - - - - - - - - - - - - - -F - - - - � - - - - - - - - - - - - - - - - - - - - - � - - - - � - - -
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3 3 � i O JUNCTION BOX MOUNTED UNDER ROOF
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NOTES:
1. RECEPTACLES IN BEDROOMS, LIVING ROOMS,
KITCHENS AND HALLS SHALL BE LISTED
TAMPER RESISTANT RECEPTACLES IN
ACCORDANCE WITH 2O09 NEC 406.11. �t
2. CARBON MONOXIDE SENSORS SHALL SOUND
� ALARM WITHIN UNIT AND SHALL BE
CONNECTED TO THE FIRE ALARM SYSTEM TO 1805 29th Street
SIGNAL TROUBLE.
- 3. ALL 120 VOLT BRANCH CIRCUITS IN Suite 2054
BEDROOMS, LIVING ROOMS, HALLWAYS AND Boulder, Colorado
B CLOSETS SHALL BE PROTECTED BY LISTED
ARC-FAULT CIRCUIT INTERRUPTER CIRCUIT 80301
BREAKERS. phone 303 449.8900
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UNITTYPE: I, 3A VOLTAGE: � �zo�2osv, 1PH, sw MECHANICAL EQUIPMENT SCHEDULE UNIT LUMINAIRE SCHEDUL�
MOUNTING: ' RECESSED BUS: 150
AIC' 10,000 MAIN MLO � VOLT/ HP I I I 'DISCONNECT/I I LAMPS SPECIFIC
MARK DESCRIPTION � FLA I MCA FEEDER CIRCUIT SPECIFIC NOTES TYPE DESCRIPTION MOUNTING INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER NOTES
PHASE WATTS i FUSE SIZE QTY TYPF
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No , TYPE i LOAD DESCRIPTION i � - - i TYPE, LOAD DESCRIPTION No
A B POLE I TRIP A i, B TRIP �POLE A � B ;
1 R IBEDRM 1 RECEPT (1) � � 20 + ; zo � R ,KITCHEN RECEPTACLES ' 2 B-1 BOILER 120/1 I � � � I �1'X4'LINEAR FLUORESCENT SURFACE MOUNTED LIGHTING
_ _._ , _ � F i 17 i 30/1 , 2-#12,#12 GRD M1-43, M1-45 U1 , SURFACE 4 32W TS 112 120 LITHONIA 11604 RE 32
� I � , i t I FIXTURE
3 ' R �BEDRM2RECEPT (1) 1 i 20 + 20 i 1 R �KITCHENRECEPTACLES 4 _ __ 1 _ _ I _ _ __ _ _ _ __ _ _ _ ___ _ __ __� _ _ _ _ _____
5 V � R I BEDRM 3 RECEPT(1) 1 i 20 + 20 1 A �DISPOSAL 6 - ------- ------------ --- � -� - - I -- ` - �------ -- - � I - --- - — -- - - -- - ,
� _ � uGHTING(i)_ 1 zo � + a ' ' s B-2 BOILER 120/1 15 20/1 2-#12,#12 GRD � M1-47 U2 LOW PROFILE SURFACE MOUNTED COMPACT �
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s �. � �uGHTirvG(1) _ � � zo + � I A � ; �o --- --- -- -- --- - - -- - - - i - - - ----- - ---- --- - - - - - - FLUORESCENT LIGHTING FIXTURE SURFACE 2 13W CF Dn 29 120 LITHONIA FMLR11 2 13D�? �,
11 R �BATH 1 RECEPTACLE 1 20 + 20 1 A HOOD/MICRO ' 12 � , �
` - ! i - B-3 BOILER 208/1 12 20/1 2-#12,#12 GRD M1-61,63 -- -- --- -- ------ --- ----- ----- --- -
13 R �BATH 2 RECEPTACLE 1 i 20 + 20 , 1 A 'DISHWASHER 14 i
f �5 _ 1 R RECEPTAC�ES(�) _ _ � I 20_ ' � + 20 , 1 A ,REFRIGERATOR I �s -------- - -- --- -J- - - -- j - -- - - - ------- -- ----------- - -- - - U3 2'LINEAR FLUORESCENT VANITY LIGHT WITH WFiITE ENDS WALL 2 17W T8 31 120 LITHONIA 11928 RE WH
� �� R �;RECEPTACLES(1) �_ � 20 + ; zo ; _�_ }saa,RE_ � �$ CUH-1 CABINET UNIT HEATER 120/1 1/15 HP 0 8 NA , 2-#12,#12 GRD I SEE PLANS , SURFACE
19 �SPARE 1 � 20 + 20 ' 1 �SPARE ; 20 --- - I- --- - - -------- �- - �----- - - I----- - ----�-------- - - --- - --- -- ' ; 1805 29th Street
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2s u - 'sPaCe _ _ I _+ i .�+ I I�sPnCe - i " Z6 - EF-1 EXHAUST FAN 120/1 24 W NA 2-#12,#12 GRD i SEE PLANS I LIGIHTING FXT RET,WHITE FINISH,ENERGY STAR RATED 146 120 DEL MAR 5D1526S6 ' 1 Suite 2054
zs SPACE _ _ _ I U4 PENDANT � 4 13W CF DTT �
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27 'SPACE � + iSPACE 28
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29 �SPACE + � !sPnce so EF-2 EXHAUST FAN 120/1 229 W i T O S 2-#12,#12 GRD SEE PLANS ' '
GENERALNOTES SPECIFICNOTES ---___-__`_-_ -__ __-__�____ - __ _ _' _ "_ "_" _ __ __ �_____-____-_- _______-_-_ _ _ _""___- ___ n�OI1Pr �O� 44�.V�OO
A�NEC CALCULATED LOAD IS 15,587VA(75 AMPS) (1)I PROVIDE AFCI CIRCUIT BREAKERS i GENERAL NOTES' h'
- - EF-3 EXHAUST FAN 208/3 188 W ; I 30/3 3-#12,#12 GRD PA1-52,54,56
-- - - � � -
-� - 3 � I � A LIGHTING FIXTURE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE FIXTURE COSTS THE INDIVIDUAL ESTABLISHING FIXTURE COSTS
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- - -- � >I - I � SHALL NOT QUOTE PRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND DIVISION 16 SPECIFICATIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
° (4)i EF-4 EXHAUST FAN 208/3 7 5 HP � � 60/3 3-#8,#10 GRD � M1-55,57,59 NECESSARY DRAWINGS AND SPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE PRICWG EQUIVALENT BY INTENSE LIGHTING SHALL BE CONSIDERED AS SUBSTITUTE
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UNIT TYPE. ; 3B VOLTAGE ' 120/208V, 1 PH, 3W � f 1 LAMPS PROVIDED WITH FIXTURE a ;
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1 R ,B ED R M 1 RE CEPT 1 1 20 + ° 20 � 1 R I KIT CHEN RE CEPTACLES z F G 2 F A N C O I L � 1 2 0/1 1/3 H P � 2-#1 2,#1 2 G R D H 3-3 1 ¢ c o 0 oi o 0
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- - - - � 20 50 2 iRANGE/OVEN � TYPE DESCRIPTION � MOUNTING INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER o �-�
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it ' � R �BATH 1 RECEPTACLE 1 20 ' 12 P 1 PUMP 208/3 � 5 HP � 60/3 3# 10 GRD -2 4'6 , ' _ ;" ��
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15 � R iRECEPTACLES(1) 1 � 20 , + 2o i A REFRiGERATOR ; �s - --------- - - ----- - - ------ i " - - ---- - -- " �--- -- ----- ---------- --- -----"� --- -- CEILINGLIGHTSWITHCHROMEC CEILING
19 ' ' RECEPTACLES(1) � _� 20 + � � zo � � A MICROWAVE �s P-2 � PUMP 208/3 3 HP i � i 30/3 3-#12,#12 GRD M1-14,16,18
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M1 20 22 24
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` 1,SPACE + zo � ,SPARE , 22 - � - ------------- --- ----- -i -- -- i I EP COMPACT FLUORESCENT ELEVATOR PIT JELLY JAR WALL 1 ' 26W CF TT 29 120 CANLET 68-02-FWF-21-OG-01 4
- - -
2s j SPACE � + �sPaCe za P-3 PUMP 208/3 1-1/2 HP i 30/3 3-#12,#12 GRD M1-26,28,30 �
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25 � � �SPACE ' + SPACE � 26 -- ------ - - - - -�- - � -- - - 1 I --�---- --- - - -
27 I SPACE i -+ SPACE I 28 --�---------- ' � -- oO LlC�
2s ` ' �SPACE + '" '' � ' SPACE so P-4 � PUMP 208/3 1-1/2 HP � i i 30/3 � 3-#12,#12 GRD M1-1,3,5 F jGENERAL PURPOSE FLUORESCENT STRIP CEILING , 2 ' 32W T8 63 120 � LITHONIA C 2 32 120 GE6101S 1 �O�P•P:SA�;••Ns�
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GENERAL NOTES SPECIFIC NOTES ----- --------- --------�-------- --------- I -- - i --- --; -- ----- -- - - -- - - - - ----- - I - , C�� t �'
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A,NEC CALCULATED LOAD IS 15,587VA(75 AMPS) (�) PROVIDE AFCI CIRCUIT BREAKERS P-5 PUMP 208/3 2 HP � ; 30/3 , 3-#12,#12 GRD i M1-19,21,23 � G1 i PARKING GARAGE LOW BAY LIGHTING ' CEIUNG 1 150W MH 189 120 LITHONIA PGR 150M 120 4"L
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UNIT TYPE: 4A VOLTAGE: 120/208V, 1 PH, 3W � M1-25,27,29 H STAIRWELL-COMMERCIAL WALL BRACKET WALL 2 32W T8 63 120 I LITHONIA WC 2 32 120 GEB101S
- , P-8 PUMP 208/3 5 HP � 60/3 3-#12,#12 GRD M1-31,33,35
MOUNTING: � RECESSED BUS 150 ____ ___ _ _____ _____ i _ __ __ i I - -- - - ------ -- -- - -- ,
, - -- - -- -- -- --- —---- — - ------- - -- ----- -
AIC: �� 10,000 MAIN' � MLO I � i 1 K LOW PROFILE LINEAR FLUORESCENT WRAPAROUND SURFACE � 3 32W T8 89 120 LITHONIA LB 3 32 120 GEB
P-9 PUMP 208/3 2 HP I �I 30/3 3-#12,#12 GRD M1-32,34,36 CEILING ,
----- --- ------ - - - - I - - I - - - ----- ---- - --- -- --- -
LOAD � BREAKER BUS BREAKER LOAD --
No -- TYPE� LOAD DESCRIPTION - - TYPE' LOAD DESCRIPTION No f I - - - , '
A � B � POLE;TRIP A I B TRIP POLE A B i � ,
UH-1 UNIT HEATER 120/1 1/20 HP � T O S 2-#12,#12 GRD SEE PLANS L INEAR FLUORESCE SURFACE
� ,_ _ R sEDRM 1 RECEPT (1) � '; 20 + � 20 , � R KITCHEN RECEPTACLES F 2 � i i L NT CORRIDOR WRAPAROUND 2 � 32W TS ' 63 120 LUMINAIRE CB 2 32 120 GEB
- - -- - - , CEILWG
- � . � � � . ' _ � UH-2- —UNIT HEATER---- �-120/1 � 16W - - - - -- - - -- -- ---- —-- -- - - �
3 R BEDRM 2 RECEPT (1) 1 i 20 + 20 1 R KITCHEN RECEPTACLES 4 { � - '
5 R �BEDRM 3 RECEPT(1) 1 i 20 + � 20 1 A DISPOSAL 6 I T O S I 2-#12,#12 GRD SEE PLANS ■ � �
I 7 R {i BEDRM 4 RECEPT(1)_ 1 20 + A 8 , � � +
- so 2 RANGE/OVEN � R1 RECESSED DOWNLIGHT WITH PINHOLE TRIM RECESSED 1 35W PAR20 35 120 LITHONIA L3 3S1
_ _' 20 + ; A � �o GENERAL NOTES
9 L iLIGHTING(1)_ 1 � I � ,
�1 � i�IGHTING(�)_ � � zo + 20 1 q HOOD/MICRO I 12 A S E E S P E C I F I C A T I O N S F O R D I V I S I O N 1 5 A N D D I V I S I O N 16 MO TO R S T A R T E R COOR D I N A T ION --- ----" --- -" ---- --- - -- ---- �
13 R �I.IGHTING(1) 1 �� 20 + , 20 1 A DISHWASHER ' 14 � O
I - + - ' - � B PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP COMPACT FLUORESCENT RECESSED DOWNLIGHT WITH
' 15 A R BATH 1 RECEPTACLE 1 � 20 + 20 � � A �REFRIGERATOR �s R2 RECESSED 2 26W CF DTT 58 ' 120 � LITHONIA LF6N 2/26DTT F6LF73 120 GEB10
F n E - R IBATH 2 RECEPTACLE � j 20 + -� zo ; i �SPARE �I is C PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING PRISMATIC LENS-WET LOCATION , , � �
19 � � R RECEPTAC�ES(1) 1 20 ' , + 20 1 �SPARE � 2o D T O S =THERMAL OVERLOAD SWITCH ' � � ' U
_.._. - ---- ------ -- ---- - --- -- ----- -- -
21 � R i RECEPTACLES(1) 1 { 20 + i 20 � 1 �SPARE � 22 - - - - - -- ---- - -- --- - - - - - --- - - -
SPECIFIC NOTES COMPACT FLUORESCENT WALL MOUNTED AREA LIGHT, O
23 _I SPACE � + SPACE ' � 24 W� BRONZE FINISH WALL 1 26W CF DTT 29 120 BASELITE SBH14/51/WM14/26CF/PR3 2 ' 1
zs ISPACE ' + SPACE I z6 (1) CORD AND PLUG COORDINATE RECEPTACLE LOCATION WITH MECHANICAL CONTRACTOR , ��J v
27 ; �SPACE ; + �SPaCE � � zs �2� RECESSED WALL MOUNTED STEP LIGHT WITH BLACK ' , V♦
X 29 � SPACE � + SPACE i so ��� � . W3 FINISH '�, RECESSED 1 LED INCLUDED 2 5 120 WINONA CRLED-1002-12-BRS-FO-STD 3 �_ '�
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� � X3 �UNIVERSAL MOUNT LED EXIT UNIVERSAL , - LED INCLUDED 6 1 120 LITHONIA � LQM S W 1 G 120/277 EL N �
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A LIGHTING FIXTURE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE FIXTURE COSTS THE INDIVIDUAL ESTABLISHING FIXTURE COSTS
N SHALL NOT QUOTE PRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND DIVISION 16 SPECIFICATIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
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� B VERIFY TRIM COLORS WITH ARCHITECT PRIOR TO ORDER
o C ALL FLUORESCENT LAMPS ARE TO BE 3500°KELVIN COLOR TEMPERATURE
� -- ---------- ---- - ----- ---
SPECIFIC NOTES
(1) CHAIN HANG AS REQUIRED IN MECHANICAL,ELECTRICAL AND TELECOM P.00MS AS EQUIPMENT LAYOUT DICTATES
x (2) LAMP SUPPLIED WITH FIXTURE
� -a � (4> PER M NUFACTURER'S RECOMM NDATION GE#LAMPS NOT EAUS DRON THIOS F X U EES
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` ' ' PROJ NO 17030 00
� S61 IPATHWAY BOLLARD FIXTURE WITH CORTEN FINISH BOLLARD 1 ' 70W MH 94 � 208 LOUIS POULSEN gYS 1/100W/MH/ED17 MEDIUM 120/277 �
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SB2 �PATHWAY BOLLARD FIXTURE WITH BRONZE FINISH i BOLLARD 1 70W MH 94 208 i LITHONIA , KBR8 70W MH LV 208 H36 DDB REVIEWED S.JH
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� POLE i 1 70W MH 94 208 � ARCHITECTURAL i DSAP HR-IV 70MH 208 XPK BLM HS I
���"r�"� DATE 10/30/09
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ao COMPACT FLUORESCENT RECESSED DOWNLIGHT WITH �
i o SL ipRISMATIC LENS-WET LOCATION RECESSED � 1 26W CF DTT ' 58 , 208 � LITHONIA ' LF6N 2/26DTT F6LF73 208 GE610 ; REVISIONS
� GENERAL NOTES � PERMIT SET RE-SUBMITTAL
w A LIGHTING FIXTURE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE FIXTURE COSTS THE INDIVIDUAL PUTTING TOGETHER FIXTURE �ADDENDUM #1 O3IO4I�O
v COSTS SHALL NOT QUOTE PRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND DIVISION 16 SPECIFICATIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
jNECESSARY DRAWINGS AND SPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE PRICING � ADDENDUM #2 03/04/10
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PANEL ; H3 VOLTAGE: _ _____ 120/208V, 3PH,4W VOLTAGE.____ _ _ _ I 120/208V, 3PH,4W _
-- -- PANEL. EP1 -- --- - ELECTRICAL LOAD SUMMARY
� MINIMUM BUS: 225 MINIMUM BUS• 400 SWITCHBOARD� VOLTAGE
--- ---------- -- - ----- - - ----- -- --- ------- --- --------- - - - ------- - - - -
-- ---- - - - -
LOCATION LEVEL 4 CLOSET416 MAIN MLO _ _LOCATION: __ __ _ _MAIN_ELEC_RM_ #108 _ _ _MAIN:__ _ _ _ ____MLO _ _______ __ ____ MSB 120/208V, 3PH,4W
MOUNTING• SURFACE MINIMUM AIC 42,000 MOUNTING SURFACE MINIMUM AIC. 42,000
LOCATION MINIMUM BUS•
No LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD No No LOAD TYPE I LOAD DESCRIPTION BREAKER_ _ BUS BREAKER TYPE I LOAD DESCRIPTION _ _ LOAD _ __ No MAIN ELECT ROOM Q 2000
A I B C POLE TRIP A B C TRIP POLE A � B � C A � B ' C POLE�TRIP A � B C TRIP POLE A B C
-� - ---�-
1 720 � � R LVL 4 CORRIDOR 1 20 + �;r" 20 1 R LVL 5 CORRIDOR 720 � i 2 1 956 � � L �GARAGE LTG _ 1 i_20 + ; 20 i 1 L �GARAGE LTG 770 � 2 PANELS/RISERS SERVICE SERVICE
t..�.� , -- --- -- --- - -- - _
.
3 � 900 R �LVL 4 CORRIDOR 1 20 + 20 1 R �LVL 5 CORRIDOR i 900 ' 4 3 691 L �STAIR#113 LTG 1 20 � + � 20 L 1 L I STAIR#114 LTG ; 691 ,�y 4 H1 RM1 � RM2 M1 DP1 DP2 EP1 SPARE SUBTOTAL DEMAND TOTAL
, - , ._.m. ..._... ---- --- - ---- -- -- � - ---- -- - -- --
5 900 R LVL 4 LOUNGE 1 ' 20 � + 20 1 R WL 5 LOUNGE � C 900 6 5 I "
; 553 L EM LIGHTING 1 20 °3 + 20 1 L 4LEVEL 2 EM LIGHTING ? 762 6 RESIDENTIAL 129595 129595 259190' 100% 259190
' ,.;. , :. �_<,�.,,....,-�------- --�- --- -- - -- -- u..... � ` � -- - - - - ---- --
' - - - - -- - -- - - ::. .:, _ ._ � ,. w,;.
.h - I ��r:::!;:::�.': c
7 36 � <,,:; ;', ,,; o.r ,.., r °' ..........
0 ;,;,; ; R LVL 4 IDF 1 20 + ,,,,;,,,,,,;,,,,,,,,,a 20 1 R LVL 5 LAUNDRY RECEPT 360 4:,, :,r;�^,: , 8 7 116 : :.:r a,^:. L ELEV SHAFT LTG 1 20 + ��:�,..;.,.;,, 20 1 L I LEVEL 3 EM LIGHTING 762 C>u; ,,!'r';,,,r,,'r 1 /o 17534
- 9 360 R �LVL 4 LAUNDRY RECEPT 1 i 20 ��+ � u _ I _ _ j SPARE _ ____ __ _ _ , .I � ' 10 9 � 500 ;' E_ �FIRE ALARM PANEL 1 � 20 �I + 20 1 L LEVEL 4 EM LIGHTING 'y`�"2"�'' "' ' 8 LIGWTING 6245 504 7278 14tl27 �5 �
� � _ �,,;;,. 6 ' 10 RECEPTACLES 19140 � 1260 180� 20580� NEC 220 15290
' - - - - - - - - -
- - � �
t - � --- -- -- � -
11 i SPARE 1 �i 20 ": + __ _ __SPARE_ _ I 12 11 " ''i' � 250 E FIRE ALARM BOOSTER 1 20 � + 20 1 L LEVEL 5 EM LIGHTING _ __ 3 i ,762 12 LARGEST MOTOR 1500 � 9108 i 34200 34200' 25% 8550
- - -- ---
13 1500 •' � A �LVL 4 WASHER 1 ' 20 + l 'm�� Qp �� A WL 5 WASHER 1500 14 13 190 ' L EXTERIOR LTG 1 20 + 20 1 L ELEVATOR CAB 200 { 14 MOTORS 3458 52242 i 35330 91030 100% 91030 � � ��
. _
05 29 tre
�
.
t
, ___ �.� --- - -- _ _ .. - , ... .. -- - - -- --- - - - ___ -- -- -- - - --- - - -
........... 1 .. � -_ - _ �
- 15 1500 A 'LVL 4 WASHER 1 � 20 + 20 1 A WL 5 WASHER �1500 . 16 15 100 I E LCP(EXT_LTG_CONTROL� 1_ 20 � + ( 20 1 L �ELEV EQUIP RM � 63 � 16 EQUIPMENT 12080 54200 56800 3246 ' 3450 129776 100% 129776 S u ite 2054
17 240 L �GENERAL LIGHTING 1 20 + 20 1 L GENERAL LIGHTING ,,;;,�,;;.;. 240 18 17 100 E ELEV DAMPER 1 20 # + 20 1 R ELEV RECEPT , 180 18 APPLIANCES 47200 0 0 47200 0 47200
-� -- - - - -- - - „>:,,:;,:{,.,. - - - - ,:: � ,; �.J
;... --- - -- -- ;..," -- � _ ,::::5:;:.
19 2200 `.. A + A - - - --- ---- - - 2200Y.:. "' _20 19 750 1.,.,,..,,., - - - -�- - - -- --- ........ . . - 1 -- ��ulUPir Colorado
' ";> :.,,..,-.-- - -
;::>:::>::;. C
LVL 4 DRY�R 2 30 - 30 2 LVL 5 DRYER I , ___ RADIO ______ 1 _ 20 I ELEV S 0 20 ERVICE TOTA ( V ) 568 6 f
21 2200 A + :.' . q "'::'..:' 2200 22 21 a �SPAREAM 1� 20 ' + iSPACE U 9 1' 22
+ MP P-7
E P 20 1 M
� � ...... ....... ----- -- -- ------ --- - ----- -- . , _ - - -- - - - ............�..� - --- - --- -- - -- -- - ,..�.....:� ` - - ---- - ------ - --- - - - � --
...,. - - -- � 113
I `; � S L K
23 2200 A � + A ! �2200 24 23 � , � SPARE _ 1 I 20 � . � + �SPACE � I�""'"9 24
i WL 4 DRYER 2 30 �>-,;�--- 30 2 LVL 5 DRYER -°°- ' - - °° ° • - ---- r--- � >-.-..-- -- -- --- -- ----- - -�±� -- SERVICE TOTAL(A) 1579
25 2200 ,.:: ,i A � i + <<;:;.;; ; A 2200 � � - -- 26 25 �.. SPACE + � '" 9 �PACE r-- -26
� � -_..,,,:,, �::_:: :, ,...;;,: ,,.,� -- -- -- - -------- -_.,,-...�---
27 „ 1500 G' ' E ,LVL 4 VENDING DED 1 � 20 �^ """ 20 1 E WL 5 VENDING DED ,� � 1500 28 27 ��"' � � SPACE _�_ wryT+ 1 ' _ _ �SPACE ___ _ 28 phone 303.449.8900
29 ;�1500 E I WL 4 VENDING DED 1 ; 20 I + 20 1 E LVL 5 VENDING DED �1500 30 29 SPACE � . ' + - - rELEV SHUNT TRIP_ �� 30
. .,� __
- - ''--` - -�-'-- --- - ----- u w ',
--
_
31 830 ; M FG2 1 20 + �-- , 20 1_ L ATTICLIGHTING --- r540,,`_'��� : , � 32- -31 , .rr - -- - SPACE---- ---- -�__ ¶±,1__._if��� -- - LM - -- -- - 14400�-- -Y� - 32
� 33 � 670 � M �FC-1 1 20 � + ,.� 20 1 R ROOF/ATTIC RECEPT 360 f, . 34 33 �. SPACE = + LM ' �f I14400 34
' — -- �"°"' ' " - - "'°`° �� ' PANEL y DP1 VOLTAGE: 120/208V, 3PH,4W
i.>.,. .. - -- I...�._,�..�..— -- ---- ---- ---- - - ...m�.. �. .. ., _ '; GEN JACKET HEATER---2- 20 a.�..., 200 3 �ELEVATOR(1)(2) � � ` --
37 � .i.,: SPARE 1 20 + i'..� � -?� --�-- SPARE ----- -:.-:: ���.....�.�» ._ _ 38 37 500 ° 'I 500 E ' -- -- -- ------ - -- - � ^ ^�...�... LM °�'�14400 38 MINIMUM BUS � 6�� �°o,c°o
�,.
39 ' � i a • -- - - .;.;u.; .p,.. ....,�.
� T SPARE 1 ' 20 I + .. . ; SPACE i 40 39 500 � E GENBATTERYCHARGE 1 20 + LM � � 40 LOCATION• MAINELECT RM #108 MAIN MLO F-�
I
� �m. •----- -- -- . , �m m„
41 � j - �SPACE ' � �' + SPACE------ - - i� ,i�- - 42 41 , � 250 E ,GEN CONTROLS--- -- --1 20 1 ;` + LM �,'' ,� � 42 �z
MOUNTING. SURFACE MINIMUM AIC• 42,000 �
I I FEED THRU I SUBFEED FEEDER i GENERAL NOTES I }�
FEED THRU SUBFEED FEEDER GENERAL NOTES
(L)LIGHTING I 1020 TOTAL TOTAL SUBO00 AL j 125% _ 1275 B ____ _ _ _ (L)LIGHTING �2�8 TOTAL TOTAL SUBZOBAL �Z5% 9098 g� _ _ _ _ _ _ - -___ 1 ` S BREAKER BUS BREAPOLE TYPE LOAD DESCRIPTION A LOB D C NO �❑`,
LOA�TYPE PANEL TOTAL DEMAND FEEDER TOTAL LOAD TYPE I PANEL TOTAL DEMAND FEEDER TOTAL LOAD
_ _ _ __ _ _ _ � I _ _ _ LOAD DESCRIPTION
A No A B � TYPE POLE TRIP A B C TRIP
� --- + �
(R)RECEPTACLES i 6480 i i 6480 i NEC220 6460 c � �� NIT 206 2 100 � ' 100 2 UNIT 208 � ' - r.I
i i R)RECEPTACLES 180 I _ _ _ _ 180 NEC 220_ 180 C __ 3 S i� � t S 4 1 V C a�N rn�
'- ---- - - -— -- -- - -- -- - - -- - -
(LM)LARGEST MOTOR 0 i 0 25% 0 D _ _ (LM)LARGEST MOTOR�- - 43200 43200 25% 10800 D '' , � � � ����D°
' ' - ---- ----- - - _-_ --- --_ - - - -- -- ' + S 6 Z i ��;r�u�rn
� � �
O- ( ) I I - (M)MOTORS(ALL)_ _ 44330 44330 100% 44330 E 5 ' S i UN�T 207 2 100 ' 10� 2 'UN�T 209 ' i � Q ���`-�
M MOTORS ALL 1500 1500 100% 1500 E � v�n�N N
7 ' S i t S B � � C 01 l(1 N N M
(E)EQUIPMENT i 6000I I 6000 � 100% 6000 SPECIFIC NOTES (E)EQUIPMENT I _ 3450 3450 100% 3450 SPECIFIC NOTES ` � ' -
1 _ —_— _ ___ _ _ _ ____ ___ _____ _ _- - _____- --_ -_ g $ i t $ 10 W � o o ci O O
(A)APPLIANCES � 23600I 23600 I >6 15340 _(i) (A)APPLIANCES I 0 0 0 0 _ (1) ASSUMEDLOAD ECTOVERIFY _ 11 ' S UNIT306 2 l00 • + 100 2 S UNIT308 12
I�ch O I�ln
_(2) _ . (2) PROVIDE SHUNT TRIP CIRCUIT BREAKER W �v v�v
PANEL TOTAL(KVA) 30 6 -------- ----
- - PANEL TOTAL(KVA) 67 9 - ----- -- ----- -------- 13 S + S 14 � nq E
-- ---- 15 S UNIT 307 2 , 100 + 100 2 S UNIT 309 16 � � � �
� C ��
�3�-- -�3� -
PANEL TOTAL(A) 85 --�4� - ---- ----- --- PANEL TOTAL(q)- - ----188--- - �4� --- ------- - - -- 17 � S � + S , 18 � � > _ °
(5) �5) 19 S ;UNIT406 2 100 + 100 2 S UNIT408 Z� _ �- �U a.�
p -�c c r�
� U >��tiQ �
z� S ',UNIT407 2 100 + 100 2 S UNIT409 22
23 � S ; + S 24
- -- - - - -- 25 ' � S ' s � 26
PANEL• ' M1 (1) VOLTAGE________ __ 120/208V, 3PH,4W _VOLTAGE__ _ _ � 120/208V, 3PH, 4W 27 S UNIT506 z � ioo + + ioo z S UNIT508 � 28
- - - - --
� MINIMUM BUS: 250 � �__ MINIMUM BUS �400 zs s � +
- - - -- --- -- --- --- - -- - - - ---- -- � ---------- - - --- - --- ----- -- - --- - ---------
31 S UNIT 507 2 100 + ` �' ,SPACE 32
LOCATION: MECH RM 109 MAIN. MLO _ LOCATION. MAIN ELEC RM #108 MAIN I MLO ` ' �
-- ---- ------- - - ---- --- -- - - --- - - - ---- ---- - ----- - - - - - -- ---�- ---- ----- - 35 , � - - � + � + �o0 2 S UNIT 509 36 P�Q LICFN�
MOUNTING � SURFACE MINIMUM AIC• 42,000 MOUNTING. i SURFACE MINIMUM AIC• j 42,000
3 Q� • F
LOAD BREAKER BUS BREAKER LOAD LOAD BREAKER BUS BREAKER LOAD 37 � ' + � ` ' ' ' 3$ 0:'���P' S����C��'.�
No - TYPE LOAD DESCRIPTION � TYPE LOAD DESCRIPTION - - No No - - TYPE LOAD DESCRIPTION - - - TYPE LOAD DESCRIPTION - -- ---- No 39 + E 40
A ', B C POLE TRIP A � C TRIP POLE A � B � C A � B I C POLE1 TRIP A � B �C TRIP IPOLE i A B C 41 , ' + 42 V '� 2�'
1 828 , ° M , + � � LM 2100 E. � 2 1 500 LM � ,±}. ..^j --20 L 1 L 1GARAGE LTG 819 2
i ;;: � ��,/
- . - � 1 - -
----- � � i - - - !/
3 , 828 M PUMP,P-4 3 ' 15 + 35 3 LM PUMP,P-1 +2100 � _4_ 3 � 500 _ LM GARAGE DOOR(1) 3 i 15 " + ( 20 � 1 R_ �GARAGE RECEPT � � 720 4 GENERAL NOTES � 15 � �
----
, : � � •.: -- -- -- ---- - ` _ _ -- -— - - ---- - -- ----
_ ; :s;�..::::::.: - { - -- S
5 828 M � N, +^ LM s, µ , 2100 6 5 �. 500 LM , i + 20 � 1 E RECEPTACLES �> T ��� ; 360 6 � A NEC CALCULATED LOAD IS 130 KVA ;
i m" _ i ; �U
7 828 � . . : M I + k 8 7 945 � L GARAGE LIGHTING 1 � 20 + � 1 � 20 I 1 E SECURITY SYSTEM 1000 1 � 8 � a A �' '••'��'�
9 ;: 828 M PUMP,P-4 3 15 + :..:>::;: MP . 00 I �•
" " k � M z ' ' - --- --- - - � -- -- - -- ' --- �'� •'
-- 1 � .'.,';:r•.i: `-- -- �, ,,, ,P '••,���� ��, V
> �� ,P 1 2100 `.;:.::::>; 10 9 { 1080 :;,::::. .:. R GARAGE RECEPT 1 20 „ ,; .±._°:. 20 1 E SECURITY SYSTEM ;;;;.il 1000 ';", ' 10 � c
, � � ..^;,,+; 35 3 M PU �'. ."°°.", 2100 12 11 �� �.��''.�'..' 900 R GARAGE RECEPT- ---- -1-- 20 + 20 1 E ELEC RM RECEPT ,,��'�.� �:1 180 12 o O�FS •••••• •�, �
<>t:
11 y 828 M ! � r
� �
;
: i �,,...:..:•.m.,;. ------ --- ------ ----- ---- - .. -- � . �.„..,..�..,...:.; � - - - -- , ..�.... --- - - --------- .. .
__ , _ . ... — sroNP
13 936 � M , + � �'y;::: M 1320 i _,j�, , 14 13 720 4 ; ' : R EXT RECEPTACLES 1 20 + 20 1 E UNIT HEATERS______ 696 ' 14 � E
{�_ -- - � - -- --- - --.__._�_� . - --- - ----- 1 , _ F
�7 936 936 M iPUMP,P-5 3 15 I + ` + 20 3- --M PUMP,P-2 - - -yy yy� 1320 �1320 18 17 900 1, 500 _R TE ECOM LES ; � 20� � + + 20 1 M EXHAUST FANS(EF-2) ,,r458 a 235 16 ; SPECIFIC NOTES
, �;M_ ....� -- l„ ,i _.. ---- -- - - - ---- - - - - - - - - �a_ (�)
19 936 � M + i M 1320 �. 20 19 500 � . R TELECOM 1 � 20 + � L �R 235 � � 20
.l
F , •V --- f tµ - - - - --- ---- --- - - , J ` �` 15- 2- - EXTERI LIGHTING- - 1 i '' -- PANELTOTAL(KVA) 1300 �2�
21 ' 936 M PUMP,P-5 3 15 �I + 20 3 M PUMP,P-2 i 1320 f 22 21 500 � R TELECOM 1 20 + L ; 718 �_ 22 �3)
4r.,_ --° ,- - - -- - ` - - ------ -------- - -- --- 15 2 - EXTERIOR LIGHTING ,,:;>.�.;.;-.--a - '
� m,,, ..�, .� -- -- ------------- - �,.,. .,�..,�m....,.,,.. - ...:. '` �_+... L � 718 24
� - --_..w. �........ k.......... -- --�- � ---�.... ..._
� + M 828 k. 26 25 288 � - - Irc r _ E CUH-'I--- --- --- -1 - -20 + �
23 I , 936 M + M i 1320 24 23 856 E UNIT HEATERS UH 1 1 20 { �q�
25 2100 � : M ' ; � --- - - - - -�---- I °, � ". - -- PANEL TOTAL(A) 361
�; mm y ,,,, __ _ _ _20 1 L EXT RECEPT _ 610 G , 26 �5)
, . .. m...,,..m.F- m,._. „
30 � � 15 3 M PUMP,P-3 � 828 f 28 27 500 � E_DAMPERS _ ___ 1 20 � + � 20 1 R EXT RECEPT _ _ _ 360 j ., 28
27 2100 M PUMP,P-8 3 � -- -- --- - - ---
; � , a
. _ ___ __ _-__ - _ _ _ . . ._-�.3 ...,
29 i 2100 M � �, , + M ; <1 828 30 29 465 L STORAGE LTG 1 20 1 � + 20 1 L EXT LIGHTING 7�'� � 30
- - c._:__.....-..^-- ---- ---- -------- - �:'_-• -.--.-. 'p°,-:°_-°_ - -- -- --- - — - -- - --- - - -- -- - -- - - - - -- - --
31 2100 :: ::>; . ;:.: . M + M 936 '; 32 31 500 "�_',� , E BUILDINGACCESS 1 20 +`'T. .^ A`V
� ::..:::::::.:: :.<..,,,r, f.. I-..:_ - - '-- - - .- -- ---
� �. ,:.•:.....: '� ;:,,:;
.......�,..I.��:.. "' _
� � i SPACE : ; ; 32
33 2100 M PUMP,P-8 3 30 + 'T;� 15 3 M PUMP,P-9 936 ��rv�mm, 34 33 .� .? : �.. , SPARE - ---- 1 20 � + + - -- SPACE-- - ----- - - � �.� � --34 i �$ P W
� � 1___ �w L� VOLTAGE. 120/2 V, 3 H,4 �
' :^_ _y_ — .� ,
35 2100 M ' i'.. + M ' � 936 36 35 � - - - SPARE --------- -1 �_ 20_ �__� � + -- - --- - -- SPACE ---- -- -- _'y�-mm- -*--�y _36 PANEL DP2 •�
-
37 205 k PUMP,P-6 1 � 15 + r'-" -- 20 1 SPARE - -[ ' 38- -37- -- � ---- SPARE - --- - - -----1-- 20 + j- ��------ --- - - SPACE - - - - -- � � . 38 _ UM BU$ i 6�
- � �-� ---- --- -- ----- ..........,�� ,,,...,., -- - _ _. - - --- - -- - -- -- . �,,.. .. - -
ss iSPACE , I + SPACE iyv < ao ss � � . I. sPa,Re . � zo � �� + � . fSPACE � 40 LOCATION � MDF/ELECT RM#103 MAIN MLO �
. ° ' I -- - -------_ ..,,..'_ ...�� � 42 41- ... �, {�..,:...-- -- SPACE -- — --� �..K.�m...._m _ ° -- ---- - - ----- .�;,;;.,;,,..� ..,�,;.�_ _42_ , �
41 � - {�m� + I � + SPACE i a - � �
� MOUNTING SURFACE MINIMUM AIC: , 42,000 � O
FEED THRU i SUBFEED FEEDER GENERAL NOTES FEED THRU SUBFEED FEEDER GENERAL NOTES
- -- - - - A - - -- - - __- - ( , - -- - - - - - -- A PROVIDE 200 AMP 3P SUBFEED BREAKER POR H2 NO BREAKER BUS BREAKER LOAD
LOAD TYPE PANEL TOTAL I DEMAND FEEDER TOTAL LOAD TYPE PANEL TOTAL DEMAND FEEDER TOTAL LOAD i
� I rorn� ToTAL sus7oTa� , 7o7AL 7oTAL sUe7o7AL TYPE� LOAD DESCRIPTION TYPE LOAD DESCRIPTION N� � O
M (L)LIGHTING i 0 i 504 i 504 125% 630 B L LIGHTING 4745 7500 6245 125% 7806 8 _ _ _____ _ _ _ 1 A B C S POLE TRIP + B C TRIP �POLE S � A B C 2
(R)RECEPTACLES 0� 7260 t 1260 NEC220 7260 C (R)RECEPTACLES_ _ 6180 12960 19140 NEC 220 _ _14570 _C _ __ _ __ _ UNIT 204 2 ' 100 • + 100 2 �UNIT 210 a 4
I -- ---- -- --------- -- --- - 3 S I S
48996 9108 i 25% 2277 D _ (LM)LARGEST MOTOR _ _ 1500 0 _ _ _1500 _ 25% _ 375 D ___ 5 ' S i t S ' 6
(LM)LARGEST MOTOR 6300 9108 I
-- - ----- - - - --- - -- --- ---- --- -- - -- ------ ---------- 9 S
(M)MOTORS(ALL) j 3246� 52242 � 100% 52242 E (M)MOTORS(ALL) 1958 1500 3458 100% 3458 E � -� i UNIT 205 2 , 100 + ' � � 100 2 S UNIT 211 $
(A)APPLIANCES I 0 (7) _ _ (A)APPLIANCES � 0 47200 47200 0 47200 _(1) LOAD IS ASSUMED VERIFY ACTUAL LOAD_ _ �� , , S � �
E)EQUIPMENT I 0 3246� 3246 100% 3246 SPECIFIC NOTES (E)EQUIPMENT � 5380 6000 11380 100% 11380 SPECIFIC NOTES �
�i U� o ' o o _ f 'UNIT304 2 100 + + 100 2 S UNIT310 12 ^
X PANEL TOTAL(KVA) 59 7 -�2� --------- ----- - - PANEL TOTAL(KVA) 84 8 -�Z�------- - - ------ -- 13 ', S � + � S 14 � �
x (3) �3) 15 5 iUNIT305 2 100 + 100 2 S UNIT311 16 ■�
--- --- - ---- - - --- -----
� 2-SECTION PANELBOARD pANEL TOTAL(A) 166 - �4� ------ - - ----- -- - - - PANEL TOTAL(A) 236 -�4�- -- - - ---- - - - - - 17 , S + S k 18 �
J (5>I �5) �9 S I UNIT 404 2 100 + 100 , 2 S UNIT 410 ZQ �
a23 , S 'iUNIT405 2 100 � + ` + 100 2 S UNIT411 24
� : .. � , .
N � �
VOLTAGE: � 120/208V, 3PH,4W VOLTAGE � 120/208V, 3PH,4W z5 ' S �UNIT 504 z ioo + ioo z S UNIT 510 z6
N PANEL: ' , M1 (2) -- ----- -�- --- - - --- - - - PANEL H2 ---- - ----- ---- - ------- --- - 2� s + s , zs
MINIMUM BUS: i 250 MINIMUM BUS: � 400 ______ _ _ __ 29 ' S �UNIT 505 z ioo ' + ,SPACE 30
� --- ---- - � - --- - - -- -- - - -- --- ---- ------ -- --------- ---- - --- - - --- -
- -----
� MECH RM 109 MAIN: � MLO LOCATION� � LEVEL 2 CLOSET 216 MAIN: MLO 31 � S + sz
- -- -- --- - -- --- - - - - -- ------ ---- -- - - - - ----- --- ----
LOCATION: ;
° MOUNTING ', SURFACE MINIMUM AIC: � 42,000 MOUNTING , SURFACE MINIMUM AIC: 42,000 35 , ,' + + �oo , z S UNIT 511 ' 3s
� LOAD BREAKER BUS BREAKER LOAD LOAD BREAKER BUS BREAKER LOAD 3� . ; + ` ' 38
No � i TYPE� LOAD DESCRIPTION TYPE LOAD DESCRIPTION ---r- - No No - � - TYPE LOAD DESCRIPTION - -- - - - - TYPE LOAD DESCRIPTION - --- No 39 � + 40
� 43 2040 i B I C M ',BOILER,B-1 P�LE i� T30P + B,:i';_C TZ�IP POLE E_MECHANICAL CONTROL _ 500„;:.__B'_ "C 44 1 900 � B C R WL 2 CORRIDOR POLE T20P + B C T��IP POLE R LVL 3 CORRIDOR 720 � B C 2 41 � , � + � 42
45 ; 2040 G M �BOILER,B-1 1 30 + 20 1 R RECEPTACLES 540 46 3 3 900 � R �WL 2 CORRIDOR 1 20 + 20 1 R LVL 3 CORRIDOR 900 4 GENERAL NOTES
.� � - ---- - --------- -- __-�°° - -- - . _ -° - ---- - -- -- -- -- - °- -- --- - - - -- - --- �� -- � �
U 47 � { 1800 M �BOILER,B-2 1 25 + 20 1 R RECEPTACLES � 720 48 _ 5_ „ .',F F„ 1080 R LVL 2 OFFICE _ _ 1_ I_20 ` ' " ' + 20 1 R LVL 3 OFFICE � '� c 1080 6 , q NEC CALCULATED LOAD IS 130 KVA
. . ------ ----- --- i. . �.. _ l 1._.._... �
L _— —___ _ '—_ _ _ ___-- —_'— — '— " ....j.. _
p 49 �� �SPARE 1 � 20 + ' 20 1 L MECH RM LTG 504 ' 50 7 240 ' 'C , L LVL 2 GEN LIGHTING 1 20 + i. 20 1 L LVL 3 GEN LIGHTING 240 , 8 �• e
�.. ...._. ,�
� 51 I 250 ''' E GYLCOL FEEDERS 1 20 + :'; � M :;?::'::;� 63 I' S2 9 36 ;c - -- - - -- - --- - - -- ,-,-. -� - - - - --- ---- _..,, _
' " - - - -- , �
� - ---- ---- - -- --_.,,_ _
' � __ ' � � „ 0 ' � R �LVL 2 LAUNDRY RECEPT 1 20 " + :: 20 1 R LVL 3 LAUNDRY RECEPT � � 540 . . 10 ' , c
. ...,f �.....:,,.
,,.,;..
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55 3036 ' � LM � + :�,"""""" M 63 �' � 56 13 1500 � A rWL 2 WASHER 1 20 ��+����� � 20 1 A LVL 3 WASHER 1500���� � 14 ' e
� _ �.W� �.y --- ------- -- -1 � --- --- __. t �� � � .� ... - - - -- ---- - -- -- --- -- - -- - -- - ---- --- . ��� - --- �
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- -` -- I A^ '
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-p f 61 1248� ' 3036 LM , + 20 1 �SPARE � 60 17 � � 2200 A T + A . , � 2200 18 �
59
,,,... _.... - -- ------ -- - -- ----- - .. __w .. . .::....:....:... - -
I �.• .,. E � + 20 1 SPARE 62 � 1 2 0,y. '. .,..:.. -- - - - ------- - - -- - •+ ,..„�..,...:-- -- A- ---- - -- - - -- `2200�; . '' . . .° 20 (z)
• - f � ;BOILER B-3 z , Zp �-�W -- __--___- __ _ � _. __- N 30 2 LVL 3 DRYER °�° - - PANEL TOTAL(KVA) 130 0
� 63 i 1248 � E � + ..:.: 20 1 _ SPARE--------- '' _ - ---- - 64 21 �' 220�; � � A I Y+ NWA A � 2200l� �.N 22 3
U 65 1-, ,.,� - i � -�.:.-..- _.. �' --- ; - - - � ----- ------ - - - - -'- --- - — ----- -° --,--�- _'_J. --- �
; �SPACE ^ .^' _ _ _ C 480 �6)_EF-6 LDRYER BOOST) _ 1 20 _ y � + 20 1 E FIRE/SMOKE DAMPERS aT . ..' 500 24 (
j _ , - - _ ,W ±,., - -- SPACE --------- T--- 68 23 I , , 2 20 9 E MOTORIZED DAMPERS 200 26 (4,
g� � s i ��f,.."°` T.-m.° 2 PANEL TOTAL A 361
i 1 I SPACE I + , � ( � �s�I
m 69 � ` iSPACE I + SPACE W� �µ _70 27 . ,1.T_ Tp . SPACE -- -- - - - _ - - �+ f 20 1 SPARE --- LL �, � � ���F 28--
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� 73 � SPACE � + - -- ------ -
':.'.>.` ".;>:; SPACE -- ------ 74 31 --- -- SPACE + . -- SPACE 32
- - , .. .:... - - - +- _.._...,.. ------- •° -.,... , ^ w..:' ;;.
-"' 75 � SPACE � + SPACE y �M -76 33 .�� SPACE - --- - + mm -- --- -- - SPACE ----- - -���y�����T.�. 34
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� � I FEED THRU I SUBFEED FEEDER I GENERAL NOTES FEED THRU SUBFEED FEEDER GENERAL NOTES REVI EWED SJ H
LOAD TYPE I PANEL TOTAL 70TAL TOTAL SUBTOTAL �EMAND FEEDER TOTAL LOAD TYPE PANEL TOTAL TOTAL TOTAL SUBTOTAL DEMAND FEEDER TOTAL
N i I A A PROVIUE FEE0.THRU LUGS
� - --- ---------- -- -- ------- -------
(L)LIGHTING I 504 I { 504 � 125% 630 B ___ __ _ (L)LIGHTING __ � _ 480 1020 1500 125% 1875 8
� -- ---- - �- - - - -- - � - - -- - --- -- ------- -
W (R)RECEPTACLES 12601 I 1260 NEC220 1260 C (R�RECEPTACLES 6480 6480 _ 72960_ _NEC 220 _ 11480 C __ _ _ _
� (LM)LARGEST MOTOR � 9108 i � 9108 I 25% 2277 D (LM)LARGEST MOTOR 0 0 0 25% 0 D
+ - --- -- - - - - - -- - ------
- ----- -- --- ----- -- -
Q - - --- - ---- - ------
(M)MOTORS(ALL) I 75406 15406 100% 15406 E M MOTORS ALL 0 1500 1500 100% 1500 E
� -� i - --- i -- � � - �-? - ------ ----- -- ---- DATE 10/30/09
(E)EQUIPMENT ± 3246I I_ 3246 4 100% 3246 SPECIFIC NOTES (E)EQUIPMENT 700 6000 6700 100% 6700 SPECIFIC NOTES
- --
--- -- ---- ---
--- ------- ---- --
� (A�APPLIANCES ' O�i i 0 I Q 0 (1) (A�APPLIANCES 23600 23600 47200 >6 30680
-- --- ---��� ---------
p PANEL TOTAL(KVA) 22 8 �2� ---------- --- PANEL TOTAL(KVA) 52 2 �2�----- --- - - -— REVISIONS
Q - - - (3� - ----- ----- ----- -- --- -- - --�3�----- ---------
U 2-SECTION PANELBOARD PANEL TOTAL(A) 63 �4� ---------=----- - ' PANEL TOTAL(A) 145 �4� ---------- ---- -- 1 PERMIT SET RE-SUBMITTAL
,1, �5> cs� �ADDENDUM #1 03/04/10
U
i 0 ADDENDUM #2 03/04/10
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VOICE INTERMEDIATE (1) l�iz°C, TYPICAL TO ALL
1—PORT MODULAR COMMUNICAl10NS � � � j CROSS—CONNECT. STRUCTURED MEDIA 1805 29th Street
- FACEPLATE, STAINLESS STEEL, WITH � � E � 110—TYPE WIRING BLOCKS, CABINETS. SUIt@ ZOrJ4
RECESSED COMMUNICAl10NS PORT � � � � CATEGORY 5E.
LEVEL 5 Boulder, Colorado
AND PHONE MOUNTING STUDS. � I �� i I 80301
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DISTRIBUTION FRAME.
a� PAIR 3 DRAWN MAS
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� 1 RJ11 1 1 3 BLUE RED
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Q CONTINUE TO TELEVISION
� ' ' � CONNECTORS.
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0
, i SHEET TITLE
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BYLIN HIGH EFFICIENCY
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;PANEL� PANEL PANEL. UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
'•, RM1 � RM2 � 506 507 508 509 504 505 510 511
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Distribut(on Cu Feeder Estimated
Unit# Conductor 5
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Length 1805 29th Street
Unit 204 DP2 100(3WG) 40ft
� Unit 205 DP2 100(3WG) �i 108ft
Suite 2054
Unit206 � DP1 �150(3WG) 'i _ 114ft PANEL
Un�t2o� i DP1 ;�oo(3w�) �I 74ft H3 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT Boulder, Colorado
Unit208 DP1 i�100(3WG) � _ 44ft 406 407 408 409 404 405 410 411 80301
Unit209 � DP1 �150(3WG) � 114ft ph0l'�e 3�3 449.�9�0
Urnt 210 i DP2 t150(3WG) � 124ft .
Unit 211 DP2 1100(3WG) 94ft 4 F$ LEVEL 4
Unit 304 � DP2 100(3WG) � 48ft ,._.___..,,_��__._.. �,o
, _..........,_._..__ __.._...._._._ ....................M„�.�.,. ....,,...____............................__._.......�, _.._ _ .,.,__ __.. __.__._......_,......_._...._._...._.__.......,,_._.,..._......__..........._ _......_m,.�._....,. .___ .... __ .___.._...,,....._.._._._.___..,...._...,�.�._w o
Unit 305 ' DP2 �150(3WG) i 120ft N�
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Unit 306 DP1 ;150(3WG) � 126ft �Z
Un�t307 DP1 �100(3WG) ', $6ft ` a �
Un�t 308 ' DP1 ;100(3WG) � 56ft °a
Unit309 � DP1 ,i150(3WG) �, 126ft „ Z N � ��o 0
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT w �
� - ; (1) SPARE 3 C 3 0 6 3 0 7 3 0 8 3 0 9 30 4 305 310 3 1 1 O M N�,,�
Unit 310 i DP2 �I 150(3WG) � 136ft � � Z i �o�N M
Umt 311 '; DP2 li 100(3WG) ��, 106ft � � 3
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Umt 404 '� DP2 4100(3WG) I 60ft � MW V � v v o v�
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Unit 405 � DP2 i 150(3WG) �I 132ft N _ _ F7 F6 L E V E L 3 W
Unit 406 'i DP1 138ft - _ °
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Unit 407 � DP1 �100(3WG) 98ft � � �� ��
Unit 408 I DP1 1100(3WG) I 68ft
U �J�LL Q
Unit 409 � DP1 ;150(3WG) � 138ft
Unit410 � DP2 '�175(3WG) ; 148ft UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
Urnt 411 �i DP2 ��150 3WG 'i 118ft � � PANEL
� � > _ _ � 3� H3 206 207 208 209 204 205 210 211
Unit 504 ', DP2 ��100(3WG) �� 70ft �,, � PDp �ICF
Unit 505 � DP2 �150 3WG 144ft o o 0�..••••'••
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Unit 506 ', DP1 �,175(3WG) ; 150ft THIS SHEET FOR UNIT FEEDER SIZES. V;:Q,Q`'�' ��
Unit507 ' DP1 �i150(3WG) j 110ft F�� F5 F4 TYPICAL FOR ALL UNITS. LEVEL 2 �°
Unit 509 � .�
Unit 508 ,
DP1 �100(3WG) � 80ft ...... .... .. .. .. .... � 2 ;
DP1 150(3WG) , �0�•.,3�� ��� `��
I 150ft ��,:' w�
Unit 510 � DP2 ,175(3WG) j 160ft , . �SS�ONA1.E�G
Unit 511 �', DP2 150(3WG) � 120ft Q
200 AMP, 3-POLE
200� 208Y/120V, 250(4WG) 3 4-#4/0, #4GRD, 3°C SWITCH �C TRANSFER
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TRANSFORMER BY o � o o Q � �t:f �� �
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°- 500(4WG)
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N ENCASED IN MIN. 2" OF GROUNDING ELECTRODE Q
� CONCRETE. I.A.W. N.E.C. CONDUCTORS SIZED PER 2
0 250-52 N.E.c. TABLE 250-66. NOTES: FLAG NOTES:
o WATER SERVICE I.A.W.
N N.E.C. 250-52 1. PROVIDE SERIES RATED CIRCUIT BREAKERS O1 PROVIDE A SIGN ON SWITCHBOARD WHICH
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o BLDG. STEEL I.A.W. E LECTRI CAL O N E-LI N E D IAG RAM THE SHORT CIRCUIT CALCULATION SUMMARY. AT WEST GARAGE ENTRANCE° PER NEC 701.9.
N,E.C. 250-52
o Z CLE R�LY LAB EID WITH KTHE INTEIRUPTING
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X WIRING SCHEDULE - ALUMINUM WIRING SCHEDULE - COPPER O3 E-MON D-MON SINGLE PHASE KWH METER
� :
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� 'p AMPS (2WG) (3WG) (4WG) (2WG) (3WG) (4WG) �
- 1- -----
- � - - - - - - -------- - ----------—- - -------- SOFTWARE INSTALL ON OWNER FURNISHED
� 10,2 WIRE,GROUND � 1H,3 WIRE,GROUND OR 3H,3 WIRE,GROUND i 30,4 WIRE,GROUND AMPS I ��
, U „ I 10,2 WIRE,GROUND 10,3 WIRE,GROUND OR 30,3 WIRE,GROUND 30,4 WIRE,GROUND PC. PROVIDE SETUP AND TRAINING BY A
T so �z#a a�aa c>r�c (3#4 8 1#8 G)1 'i/4^c ; �a�a a�us c>> va°c � FACTORY REPRESENTAII VE.
- -- - -- - - - - - - - -- - � -
m � — 50 (2#6 8 1#10 G)3/4"C (3#6&1#10 G)1"C (4#6 8 1#10 G)1"C
� 70 (2#2&1#6 G)1 1l4"C i (3#2&1#6 G)1 1/4"C � (4#2&1#6 G)1 1l2"C - --_--__--- — — --
N � i 60 (2#4&1#10 G)1"C (3#4&1#10 G)1"C (4#4&1#10 G)1 1/4"C
� 80 I (2#2&1#6 G)1 1/4"C _ - (3#2&1#6 G)1 1/4"C (4#2&1#6 G)1 1l2"C _-
� --- - - -- - �
- - - - - - - - - - - - - - -
� 90 i (2#2&1#6 G)1 1/4"C � (3#2&1#6 G)1 1/4"C I 70 (2#4&1#8 G)1"C ` (3#4&1#8 G)1 1/4"C (4#4&1#8 G)1 1/4"C
(4#2&1#6 G)1 1/2��c PROJ NO 3
� ----- — -- — —
- + - - - - -- - -- -- - - -- '- - -
� - - ---
100 � 2#1&1#6 G 1 1/4"C 3#1 8 1#6 G)1 1/2"C 80 (2#2&1#8 G)1"C (3#2&1#8 G)1 1/4"C (4#2&1#8 G)1 1/2"C
� c ) I c j ca#,&�us c�, ,iz°c - --- -------- --- -- - ----- - -------- DRAWN MA
- - -- - -- - - - - S
�
� i I ± 9� (2#2&1#8 G)1"C I (3#2&1#8 G)1 1/4"C (4#2&1#8 G)1 1/2"C
-p 110 ; (2#1/0&1#4 G)1 1/4"C � (3#1/0&1#4 G)1 1l2"C i (4#1/0&1#4 G)2"C -- -- - ---- ----1- ---- ---- ------- — — p REV�EWE�, SJH
-- - {- - --- - ---- - - - I- - - - - - - - - - - -
� �
� (2#2/0&1#4 G)1 1/2"C ' 100 (2#1&1#8 G)1 1/4"C (3#1&1#8 G)1 1/2"C
� 125 (3#2/0&1#4 G)2"C i (4#2/0&1#4 G)2"C (4#1&1#8 G)1 1/2"� S H O RT �R
� - --------- - - - ---------------- --- --- ---
� - -150 I - -- ---- (3#3/0&1#4 G)2 C - ---- - - - - - I I
1 110 (2#1&1#6 G)1 1/4"C (3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 V2"C F- � * ' '
o (2#3/0&1#4 G)1 �/2"C _ j _ _ � (4#3/0&1#4 G)2 1/2"C 125 (z#�&�#s G)� va"C � (3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 1/2"C O EQUIP LENGTH VOLT IWIFtE SIZE CMAT�E CALR , CONDUIT CLASS V) � CABLES C VALUE PARUNSEL �SUPSTR AM E f� M* � Isc � LET THRU ?
* O
� i (2#4/0&1#4 G)2"C i (3#4/0&1#4 G)2"C i (4#4/0&1#4 G)2 1/2"C (2#1/0&1#6 G)1 1/4"C (3#1/0&1#6 G)1 1/2"C (4#1/0&1#6 G)2"C F� I IV�SB �22 208 5�0 C N (S or T) FAULT) �A�C� a 1 O/3O/O9
� „5 � -- —_ __ __ _ _ _ _______ ____ � DATE
- - — - - --- - - - -
- --
� i f i �so 600 T 30,028 4 � 5 , ; 1 1 , , 39625 F1
� 200 (2-250 KCMIL&1#4 G)2"C �� (3-250 KCMIL&1#4 G)2 1/2"C I (4-250 KCMIL&7#4 G)3"C --_-------- , I
- -- - ---------- -------- -- -�------- --------- -------- F2 DP1 10 , 208 350 C N 600 T 22 736 2 39 625 0 1 36 944 36944 F2 REVISIONS
� - ' ---�- - -- - - -- - - - - - - - -- - 175 (2#2/0&1#6 G)1 1/2"C (3#2/0&1#6 G)2"C (4#2/0&1#6 G)2"C --- ----------- ---1�- ---- - - ; i
� ZZS ' � (4-300KCMIL&1#2G)3°C _ ___I_______ _ __ _ __ ________ F3 DP2 76 208 350 C N 600 ; T 22,736 2 39,625 1 1 25,540 25540 F3 PERMITSETRE-SUBMITTAL
- - --- - - ------ -- - - -- -----------
- -- - �
z soo KcMi�a�#z� 2��c , �I , _ _ - 200 2#3/0&1#6 G 1 1/2°C � F4 Unit 204 40 208 1 C S � 600 T 7,454 � 25,540 � 0 �1,927 9113 F4 Q ADDENDUM #1 03/04/10
( - ) (3-300 KCMIL&1#2 G 2 1/2'C ; � � (3#3/0&1#6 G)2"C (4#3/0&1#6 G)2"C --_- -______-__- __-__�___- _ _____ ___ - , , ' ' � �
)
W 2so ; (2-350 KCMIL&1#2 G 2 1l2°C � (4-350 KCMIL&1#2 G)3°c -_�___ _ - _____--_-_ _ ___ -- --------------------- F5 Unit 208 44 208 1 � C S � 600 T 7,454 � �� 36,944 2 p 13,120 N/A F5
U _ (4#4/0&1#4 G 2 1/2"C -- ----- ------ ------- ----- ----- I
) (3-350 KCMIL&1#2 G)3"C � —___________ _ _-_________
m soo ! I - - __ _ c2#a 4 G)2��c cs#a�o&,#a c�z°c _ ______ ' ' { ' � � ADDENDUM #2 03/04/10
(2-500 KCMIL&1#2 G)2 1/2"C � (3-500 KCMIL&1#2 G 3"C ZZS /0&1# )
) � (4-500 KCMIL&1#2 G)3 1/2°c � F7 ____ Unit 308 _ _56_ __ 208_ 1 C S 6Q0 T 7,454 � 36,944 2 ' 0 11�,157 N/A �' F7 2
/ -- -- - - - -- - - - - -j - - - -- • - - ° __ , ' , _ �
� 380 ' (2-750 KCMIL&1#1 G)3"C � (3-750 KCMIL&1#1 G)3 1/2" I (4-750 KCMIL&1#1 G)4" 300 �z_Z50 KCMIL&1#4 G)2"C (3-250 KCMIL&1#4 G)2 1!2"C (4-250 KCMIL&1#4 G)3"C F9 Pane�H1 18 208 3X C S 600 T 3 656 Ii Z ' 39,625 z r \��O 32 518 N/A
° � - i - -- F ----------- ---- -- ---------- ------------- --- - - ---- -- ---
-- � - - - - - - T -- , _ F8
(2 350 KCMIL&1#4 G)2"C � (3_350 KCMIL&1#4 G)3"C (4-350 KCMIL&1#4 G)3"C ________ _ _ _ _ C � 1
% aoo � 2[(2-250 KCMIL&1#1 G)2°c] i 2[(3-250 KCMIL&1#1 G)2 1/2^C] 2[(4-250 KCMIL&1#1 G)3°c� ----- --------- - — ----- --- -- F10� _ Panel H3 120 208 4X C S 600 T � 16,391 � � � 39,625 ; 2 ' ' 11,6�7'�� N/A �F 0
� _ _ �_ ,
f y 380 2-5 0 0 K C M I L&1#3 G 2 1/2"C 3-5 0 0 K C M I L&1#3 G)3"C 4-5 0 0 K C M I L&1#3 G 3 1/2"C - -- ; �'�
� ' ( ) ( ( ) i - ---- -- -- - � � 92b\ � N/A ,F11 C
- 450 , 2[(2-300 KCMIL&1#1/0 G)2"C] � 2[(3-300 KCMIL&1#1/0 G)2 1!2"C) I 2[(4-300 KCMIL&1#1/0 G)3"Cj -- -- ----------- -- ------- ----- - ------------ ------------ -- ---!-- - , - , I i �;,�it � � 0 OZ ARCHITECTURE
o - - - - - - - -- ' - - - �,- - - aoo 2[(2#3/0�1#3 G)1 1/2^C] 2[(3#3/0&1#3 G)2"C] 2I(4#3/0�1#3 G)2 1/2^C� F11�--- -- ATS-- -18-------208 250 C S 600 T 18,310 � � 29,920 p ! `\<` 2 , /A F12
- -- �- - " ) 1 -' [( - , ] � [ - �--� aso 2 z#aio a i#z� z��C 2 3#4/0&1#2 G 2^C 2 4#4!0&1#2 G 2 1/2^c F13 Pa eil M1� 28 208 1 250 C S ' 600 T 18,310 i � 39,625 � ,>,,� 26,33 ���, F13
500 ; 2[(2-350 KCMIL&1#1/0 G 2 1/2"C 2 3 350 KCMIL&1#1/0 G 3 C i 2(4 350 KCMIL&1#1/0 G 3 C
- - - i- [( ) ] [( ) 1 [( ) ] - --- ------�----- -- --- - - � - '- � -
� 600 � 2[(2-500 KCMIL&1#2/0 G)2 1/2"C] ; 2[(3-500 KCMIL&1#2/0 G)3"C] �i 2[(4-500 KCMIL&1#2/0 G)3 1/2"C] ---- -- -------------- - - - - --- ---- -- - ------------------ *AUTOMATICALLY CAL LATED '�'�
i
i e
�' � � � ' � 500 2 2-250 KCMIL&1#2 G 2"C 2 3-250 KCMIL&1#2 G 2 1/2"C 2 4-250 KCMIL&1#2 G 3'C CU FI RST CHAI R
� 700 � 2 2-700 KCMIL&1#3/0 G 3"C 2[(3-700 KCMIL 8 1#3/0 G 3 1/2"C « � � « � � « � �
[( ) ) ) ] �, 2[(4-700 KCMIL&1#3/0 G)4"C] ---- ---- --- -- -- ----- - - --------- -- UTILITY TRANSFORMER SIZE 300 KVA � �
a - - ' - -- - - ' - - -- � soo 2 2-350 KCMIL&1#1 G 2 1/2^C 2 3-350 KCMIL&1#1 G 3^C 2 4-350 KCMIL&1#1 G 3^C MAXIMUM AVAILABLE SYMMETRICAL FAULT AT THE SECONDARY 59&00 AM?S '
� 7so - — [( ) 1 [( ) l � [( ) ] ( ) �
w � 2[(2-750 KCMIL&1#3/0 G)3"C] I 2[(3-750 KCMIL&1#3/0 G)3 1/2"C] I 2[(4-750 KCMIL&1#3/0 G)4"C] ------------ ----- ---- �'
------ --- ---------- —--- ---
- - - �— - - - -- - - -� - - - --- �
- ,--- --------------- ISSUED F
�o0 2[(2-500 KCMIL&1#1/0 G)2 1/2°c� 2[(3-500 KCMIL&1#1!0 G)3°c� � 2[(4-500 KCMIL&1#1/0 G)3 1/2°c� 1) PER H.C.E., THE MAXIMUM AVAILABLE (SYMMETRICAL) FAULT AT
� soo i 3 2-400 KCMIL&1#3/0 G)2 1/2°c� i s��s-aoo KcMi�a�asio��s°c� i 3[(4-400 KCMIL&1#3/0 G)3 1/2°c� -- -- ----- --- ---�- --- -- -- THE SECONDARY SIDE OF THE SERVICE TRANSFORMER IS 59,600 AMPS �"� ,� '�'., �;��� ; PERM IT SET
- � - f( - -- � �so 2[(2-500 KCMIL&1#1/0 G)2 1/2��c� 2[(3-500 KCMIL&1#1/0 G)3��c� 2[(4-500 KCMIL&1#1/0 G)3 1/2°c� SHORT CIRCUIT CALCULATIONS ARE FURNISHED FOR ALL FAULT LEVEL.S \; � � �,��,�.'�
>, 1000 i 3[(2-600 KCMIL&1#4/0 G)3"C) i 3[(3-600 KCMIL&1#4/0 G)3 1/2"C] 'I 3[(4-600 KCMIL 8 1#4/0 G)4"C� - - — - -- --- - -- - -- - AB��/E �OTO�� {\MP$ � 2�$ �/�LT (1 E,OOa AT 480 VOLT). ,�r� j
p � I - 800 3[(2-300 KCMIL&1#1/0 G)2"C] 3[(3-300 KCMIL&1#1/0 G)2 1/2"C] 3[(4-300 KCMIL&1#1/0 G)3"C] �
,�, .
� ANY FAUL CURRENT BELOW THIS L�1/ L IS CONSIDERED SAFE � •� �
1200 , 4[(2-500 KCMIL&1-250 KCMIL G)3"C] j 4[(3-500 KCMIL&1-250 KCMIL G)3"C] � 4[(4-500 KCMIL&1-250 KCMIL G)3 1/2"C] ---- --- ------- --- ---- -- - -- - --- ----- - - - --- FOR THE ELECTRICAL $��EM TO CLEI�IR OR EQUIPMENT IS BUILT '�.;�� �
� -` � I -- 1000 3[(2-400 KCMIL&1#2/0 G)2 1/2"C] 3[(3-400 KCMIL&1#2!0 G)3"C] 3[(4-400 KCMIL&1#2!0 G)3"C] TO WITHSTAND THIS LEYEL OF FAULT SAFELY. z'��" � SHEET TITLE
� 1600 � 5[(2-600 KCMIL&1-350 KCMIL G)3"C� 5[(3-600 KCMIL&1-350 KCMIL G)3 1l2"C] � 5[(4-600 KCMII&1-350 KCMIL G)4"C] - - --- - ----- ---- �
O - �,
� � ,
� Z I � � 1200 4[(2-350 KCMIL&1#3/0 G)2 1/2"C] 4[(3-350 KCMIL&1#3l0 G)3"C] 4[(4-350 KCMIL 8 1#3/0 G)3"Cj � _ � ��R � �-
2000 � 6[(2-600 KCMIL&1-400 KCMIL G)3"C] � 6[(3-600 KCMIL&1-400 KCMIL G)3 V2"C] I 6[(4-600 KCMIL&1-400 KCMIL G)4"C]
2 THE LEf THROUGH CALCULATIONS ARE BASED ON THE FAULT CURRENT
o _ _� _ _ - - - -- - - _--_ _ ' _ __ -� __ - _ _ - _ _ _ _ _ _ - --- -- - - -------- --- AVAILABLE AT A POINT WHEN THE FUSES AND/OR CIRCUIT BREAKERS OI� �LINE
i O O 1600 5[(2-400 KCMIL&1#4/0 G)2 1/2"C] 5[(3-400 KCMIL&1#4/0 G)3"C] 5[(4-400 KCMIL&1#4/0 G)3 1/2"C] ARE PLACED IN THE CIRCUIT.
j ��
� I I� I I 7[(4-700 KCMIL 8 1-600 KCMIL G)5"CI — --- ------ --- ----- — ---— ----- ----- --------- DIAG�M
2500 7 2-700 KCMIL&1-600 KCMIL G)3 1/2"C 7[(3-700 KCMIL 8 1-600 KCMIL G)4"C] i
� CONDUCTOR SIZES ARE BASED ON 75 TERMINATIONS ' 2000 6[(2-400 KCMIL&1-250 KCMIL G)2 1/2"C] 6[(3-400 KCMIL&1-250 KCMIL G)3"C] 6[(4-400 KCMIL&1-250 KCMIL G)3 1/2"C] `j5y�,*�
� CONDUIT SI2ES ARE BASED ON NEC TABLE 4 RNC AND TABLE 5(THHN INSULATION � ` SCALE �,+�
/ 2500 7[(2-500 KCMIL&1-350 KCMIL G)3"C] 7[(3-500 KCMIL&1-350 KCMIL G)3 1/2"C] 7[(4-500 KCMIL&1-350 KCMIL G)3 1/2"C] �''`
U CONDUCTOR SIZES ARE BASED ON 60°TERMINATIONS LESS THAN 100AAND 75°TERMINATIONS GREATER THAN 100A SH EET NUMBE��;��
� � CONDUIT SIZES ARE BASED ON NEC TABLE 4 RNC AND TABLE 5 THHN INSULATION `4y"�
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� TYPICAL 9'-0° CEILING OR HIGHER µ~m N��TOP � �
_ _ ..__....._ .�..._.._......____.__.._..___ __._._._...........__....._.,�.�.._....,.______._...�....._._..._..._...._„_._. .._.....___�_�__�_�..,.�._ .�. 11—GAUGE STEEL POLE.
- - - S � � �
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TYPICAL 8'-0" CEILING TOP � I � I � HANDHOLE COVER. �
PIPING AND CONDUIT
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s � , --.--...w--- ..--..... � � ! � � GROUND LUG.
° � ` � � � � ° ° °O°° 1805 29th Street
� � � � EXI
� TOP OF CABINET � , 3 � � � ' �BEAM BASE COVER. S u ite_2054
- - � � � � ! Boulder, Colorado
� ; � � �
B O T T O M O F D E C K A N C H O R 8 0 L T S.
TOP OF CABINET U
� � � 3 � w C � Fl N I S H G R A D E. 80301
CONTROL � /� phone 303.449.8900
— F A P � pANEL5 � � TYPE "G1"AND "G2" PARKING GARAGE v Y ° °
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FINISHED FLOOR � � .I ° I ° Q O ��C F
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NOTE: Loc L V Re lale or � � I aw ��o l la ` ° C�Q�P��..•S q.., S F
ALL DEVICES INDICATED TO BE INSTALLED y < °
NOTES: AT DIFFERENT MOUNTING HEIGHTS & System o a � ' I I ` ° O�':'�GA � �'
LOCATED WITHIN ONE STUD SPACE FROM 4- °I � , ° I I I a ° ° CONDUIT & WIRING. U '� �':
1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS EACH OTHER SHALL ALIGN VERTICALLY, EMERGENCY a , � °`� ` ° ° 42 5
N O T E D O T H E R W I S E. � O N T H� S A M E S I D E O F T H E S T U D. W HE R E PO W E R � 2 0 A m N O R M A L L o a d W I , � I I I > ' a
NORMAL HOT �DOUGLAS RELAY � ° I ° � \� ° � a — '• � �� : �
WALL MOUNTED TELEPHONES OCCUR ABOVE CONTROL �
2. WHEREVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE LIGHT SWITCHES, VOLUME CONTROLS� ETC. MODULE � a� � � �o-- s- - A�.��'•• 3� ,.••'�����
SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM & CEILING LINE. OFFSET ONE STUD SPACE. � � ` � I o� �•��5;'•••••�•'''��G
NORMAL SENSE < � a 1 ° � 8"x8" WIRE BASKET. SIONA�-
3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL �� � a o a� <
GOVERN OVER THOSE SHOWN ABOVE. NORMAL LINE NEUTRAL n „ a °, �—���—o--� a
EPC MODULE NORMAL/EMERGENCY LINE ° �_--�.a v.^_��
TYPICAL DEVICE MOUNTING HEIGHTS SWITCHED HOT � �___
NO SCALE O EMERGENCY LINE HOT Device shall include: a � ° J a`
� * UL 924 listed 20 Amp ' � �� °
Manual Test Switch NORMAL/EMERGENCY ' ° a � �
* LED Indicator for Normal & Switched Load �tl v °� v�° a
EM power status v a � � e °
EMERGENCY LINE NEUTRAL * Audible alarm if EM power � o �o < a ° , �°
- supply is interrupted NORMAL/EMERGENCY LINE ° v ° ° I > L O
TYPICAL STAND—OFF * Non—fused surge protection SWITCHED NEUTRAL a 20 L.F. OF BARE #4 COPPER �� �
C___________ COILED BELOW COIVCRETE BASE.
j C----��------ � � _
o TYPICAL 2700 VOLT INSULATOR
24 DIA. � O
` BUS2�X12" COPPER GROUND U O
ELECTRICAL DIAGRAM FOR EMERGENCY (�
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LIGHTING CONTROL IN SWiTCHED SYSTEM O (n ..
0 0 0 �
X o 0 o NO SCALE E NO SCALE A � ■—
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o- �TYPICAL EX0�1-IERMICALLY BOLLARD POLE �
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TYPICAL�3/0 BARE COPPER I
� �GROUNDI G CONDUCTOR SWITCH WITH LOCATOR
0
LIGHT (#WN-8001) j
o LC�----- �#WPAKA 335 8 PSK�
N �FINISH GRADE
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� V'V A L L M O U N T E D G R O U N D B U S D E T A I L a � a a o ` � �
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� � ` O ° ° � � a � , ONNDRAWINGS.RE AS INDICATED i TO EXT, LIGHTS
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120V
a �� � ' EXOTHERMIC FIELD WELD a EP1-15 PROJ NO 17030 00
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N � REVIEWED. SJH
� � COMPRESSION OR EXOTHERMIC BOLLARD BASE DIAGRAM EXTERIOR LIGHTING CONTROL PANEL SCHEMATIC
C° CON N EC110N
a � �� ; , NO SCALE O NO SCALE O
� � �� � F C DATE 10/30/09
� � �
� GROUNDING CABINET; NEMA 1 REVISIONS
� � � , Q ENCLOSURE WITH HINGED COVER , PERMIT SET RE-SUBMITTAL
� � ; m LOCATED IN MAIN ELECT. ROOM. FIRE STOPPING CAULK. � ADDENDUM #1 03/04/'IO
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T I I RATED ASSEMBLY
° GROUNDING AT STRUCTURAL COLUMNS L— -- ------J FIRST CHAIR
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z � � �' � � � � � ELECTRICAL
�i o ° � ° � ° � ° � DIAGRAMS
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'' MAIN GROUND BUS CABINET RATED ASSEMBLY SCALE
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� NOSCALE H CONDUIT PENETRATION OG SHEETNUMBER
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FIRE PROTECTION GENERAL NOTES '
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Fire Alarm Sequence of Operations GRADE
1. THIS BUILDING IS TO BE PROVIDED WITH A FIRE SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED PER NFPA 13 REQUIREMENTS AND ° o BASEMENT WALL.
SYSTEM �UTPUT� PER THE AUTHORITY HAVING JURISDICTION.
2. THIS CONTRACT IS TO BEGIN FROM A LEVEL, TWO-HOLED FLANGED SPIGOT OF THE TYPE AND SIZE NOTED, INSTALLED BY OTHERS. � v
3. IT WILL BE THE U1ILITY CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED TESTING ON UNDERGROUND PIPING IS CONDUCTED AND a o THRUST BLOCK AT 1 ELL
� o THE 'CONTRACTOR'S MATERIAL AND TEST CERTiFICATE' IS COPIED TO THE FlRE PROTECTION CONTRACTOR BEFORE ANY CONNECTION OF FIRE PROVIDE OFFSEf IN PIPE WITH I
°- " PROTECl10N EQUIPMENT WILL TAKE PLACE. SERVICE ° 3 ELLS FOR PIPE MOVEMENT.
m
`o � iA o � � 4. ALL MATERIALS, DEVICES AND HANGERS USED ON THIS PROJECT SHALL BE UL LISTED FOR USE IN FIRE PROTECTION SYSTEMS. � ° �
� ` � � i � ,, � � 5. ALL PIPING SHALL COMPLY WITH PROJECT SPECIFICATIONS. PIPE SIZING IS TO BE COMPLETED 8Y THE FIRE PROTECTION CONTRACTOR,
L a o °c� N cA � c � c.� PROVEN BY HYDRAULIC CALCULAl10NS, IN ACCORDANCE WITH NFPA 13. o ° ° ,
° � � N � � 00 ° � � 6. FREEZE PROTECTION IS THE RESPONSIBILITY OF THE OWNER IN AREAS WHERE AN ANTI-FREEZE �R DRY SYSTEM ARE NOT INSTALLED. FIRE �� o � ° WALL SLEEVE; I.D. = 4'
^ � m V � Z Q �, V o � � a� �, � PROTECTION CONTRACTOR SHALL VERIFY CONDI110NED TEMPER,4TURE OF ALL AREAS PRIOR TO SYSTEM DESIGN. ° o a LARGER THAN O.D. oF P�PE. 1805 29th Street
� rn � � � � L � � � � � Q � `o � 7. MAXIMUM STORAGE HEIGHT�PERMITTED IN STORAGE ROOMS OR AREAS IS 12� OF MISCELLANEOUS AND 5� QF PLASTICS.
� - � � � ci o Q. � � `�-� `= v .; � ° � S. THE OWNER SHALL MAINTAIN A CLEAR 18" BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTFlER OBSTRUC110NS. ° � Suite 2054 '
� �, cu c �,,, � o c � .•r ,..., -° c m ° C A U L K W 2 P A R T
c L � a� o � � � � � Q � � 0 9 DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. REFER TO ARCHIlEC7URAL DRAWINGS FOR o �
°-' � °_ � c o � o � � -Y � ALL DIMENSIONS. POLYSULFIDE CAULKING. Boulder, Colorado
� > � °' � °-' � " `� `� ° � N � � �' 10. SPRINKLER HEADS TO BE COORDINATED WITH ALL LIGHTING FIXTURES AND CEILING SYSTEMS. ° °
� � � � � � � � � � � � � �. N � � 80301
L � U � u) c � c rn c a� � � 11. OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE STRUCTURE, BEAMS, COLUMNS, AND EXISTING EQUIPMENT. o �
� _ � __ o o � � = 11E RODS; nP. phone 303.449.8900
Q � � � o °-� � o � N o � co 0 12. PLANS ARE CONCEPTUAL ONLY. SPRINKLER CONTRACTOR SHALL REFER TO SPECIFICATIONS AND PREPARE SHOP DRAWINGS FOR SUBMITTAL
� � E � � N � � o � � � � � � TO THE AUTHORITY HAVING JURISDICTION, OWNER AND ARCHITECT BEFORE ANY PIPE IS HUNG. o �
0 0 � o Q Z � � � � cc L � o a; Y o 13. CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION AND SHALL IMMEDIATELY NOTIFY ARCHITECT. ARCHITECT o C.I. HUB TO FLANGED
� � Q � a� c. 3 � N � Q o o � � a o
� � , � � � o ,.. � � � � � � WILL THEN MAKE SUCH CORREC110NS AND/OR INTERPRETAl10NS AS MAY BE NECESSARY FOR FULFILLING INTENT OF PLANS AND o ADAPTER.
0 0 � o � � � � � > v > > a> o N - SPECIFICAl10NS. �
U U d U �. �, �, Q � w J w w a� � � � 14. COORDINATE ALL WORK WITH OTHER TRADES. � ° � o o N g
� � � � N N N � i� � -� - - � � � � 15. PROVIDE OIrJNER WITH THE NECESSARY INSTRUCT10N MANUALS FOR THE UPKEEP OF THE SYSTEM. o 0 0 =W
� � ,� ,� � � � � �-�, ,� � c`�, ct6, ,� � N � 16. INSTALL ONLY NEW SPRINKLERS AND MATERIALS. ° ° ° ° v � �
� � � � c`c m m � � o m a� � o a � � v v o v o o �
SYSTEM INPUTS Q Q Q Q � F`_ � � Q Q � � � Q U V � 17. FIRESTOP i4LL PENETRAl10NS OF SMOKE�FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC. TO MAINTAIN FIRE RATING. THRUST BLOCI� � a�
1�. PROVIDE ACCESS PANELS TO ALL VALVES LOCATED ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. SEE DIAGRAM �p�, BSMT. FLOOR. ` °a
A B C D E F G H I J K L UI N O P Q 19. HYDROSTATICALLY TEST ALL SYSTEM PIPING AT 200 PSI FOR TWO HOURS OR AT 50 PSI ABOVE SYSTEM OPERATING PRESSURE, WHICHEVER THIS SHEEf. TYP. o � o 0 0 ° o W
1 Smoke Detector- Non-Residentiai Area X X X X 1 IS GREATER. Z N c ��o�o
2 Smoke Detector- Residential Units X X X 2 20. PROVIDE A STOCK OF SPARE SPRINKLERS OF EACH SME, TYPE AND TEMPERATURE RATING, ALONG WITH A SPRiNKLER WRENCH OF EACH 0 Z �; °���� ;
` W?r� �nrn
3 Smoke Detector- 1st Floor Elevator Lobbies x x x x x 3 s-►nE, AT THE MAIN RISER. WATER & FI RE ENTRY DIAGRAM � °' �°�N N
21. CO�RDINATE ELECTRICAL REQUIREMENTS FOR MONITORING WATERFLOW AND TAMPER SWITCHES WITH THE ELECTRIGAL CONTRACTOR. Q r� � �N N N� �
4 Smoke Detector- Elev Lobbies exce t 1 st F X X X X X 4 22. COORDINA7E THE LOCATIONS OF AUXILIARY DRAINS WITH THE ARCHITECT. O �v 01D °°�°°
NO SCALE � �'���'�
5 Smoke Detector- Elev E ui RmJTo of Shaft X X X X X 5 23 UPON COMPLETION, FIRE PROTECTION CONTRACTOR SHALL PROVIDE AS-BUILT, RED-LINED DRAWINGS SHOWING AIvY REVISIONS TO THE � � ,
6 Smoke Detector- Corridor Residential Floors X X X X X 6 SUBMII7ED PIPING SYSTEM INCLUDING THE LOCATiONS OF ALL DRAINS AND VALVES INSTALLED DURING THE INSTALLATION OF THE PIPING. � � 8 �
24. SPRIP�ICLER CONTRACTOR SHALL PROVIDE A MATERIAL SUBMITTAL FOR PIPE, SPRINKLER HEADS, VALVES AND OTHER MATERIAL AS PART OF 18" DOWNSTREAM OF ELBOW. � � �o �m �
7 Heat Detectors X X X X 7 THEIR SUBMITTAL. � � �� �-�
8 Heat Detector- Resident�al Unit X X X X 8 25. SPRINKLER CONTRACTOR SHALL INCLUDE HYDRAULIC DESIGN INFORI�ATION AS PART OF THEIR SUBMITTAL INCLUDING HYDRAULIC u >�o°a 3
9 He a t De tec tor- E lev E ui R m X X X X X 9 CALCULATIONS AND PIPE SIZES WALL CABINEf IF
REQUIRED. FIRE LINE TO
10 Waterflow- Mam X X X X 10 � 26. NON HEATED AREAS REQUIRING SPRINKLER DRAINS SHALL BE PROVIDED WITH MANUAL TYPE DRAINS. SPRINKLERS. �
11 Waterflow- Fioor Zone X X X X X 11 SUPERVISORY SWITCH.
12 Tam er Switch- Floor or Zone X X 12 � FLOW SWITCH.
13 Duct Detector X X X 13 �
14 Carbon Monowde Detector X X X 14 REDUCER.
15 AC Power Failure X 15 FlRE STAND PIPE.
16 FACP Low Batte X X 16
FlRE DRAIN PIPE. SIG .
17 O en Circuit X X 17 '
18 Ground Fault X X i 18
19 Notification A hance Circwt Short X X 19 �
20 Alarm Si nal Silence X 20 1' UNION W/ BRASS
i
A B C D E F G H I J K L M N O P Q j NOTE: o ARHOLE EQUAWTO
� FIRE STANDPIPE AND SPRINKLER THE FLOW OF ONE
PIPING SHALL BE HYDRAULICALLY SPRINKLER HEAD.
SIZED. �
0
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AUXILIARY DRAIN ,
VALVE. O
� �
NOTE: ALL DEVICE AUDIBLE\VISUAL'S � �
MOUNTINGS SHALL COMPLY (WALL MOUNT� 36"
WITH NFPA 72 AND VAIL FIRE 6" MIN MINIMUM � �
- DEPARTMENT REQUIREMENTS. DIFFUSER FIRE SPRINKLER CONTROL STATION DIAGRAM � --
�
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� 9 6'� MAX
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� 90" MIN 80" MIN F � �
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� i FIRE DEPT. CONNECTION.
� 48'� MAX. � TEST VALVE; PIPE TO OUTSIDE.
° 42" MIN. `
0
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� FINISHED FLOOR 9 BALL DRIP �
� VALVE. �� Q FLOW SWITCH TO ALARMS. SEE SPECS. � �O •. O, /C��
o C.W. SERVICE
( DRAIN VALVE; PIPE INDIRECT TO FLOOR DRAIN, �VO ..• �EI y•, ct'�
�
TYP. � `�' �
X STANDARD MOUNTING HEIGHT DETAIL � �` :0 3 2 ���
+, SHUT-OFF VALVE. �;
� NOT TO SCALE DOUBLE CHECK TYPE BACKFLOW PREVENTER. �p.�'•., ,.• �
o Z--F TAMPER SWITCHES ON VALVES. ' '�` ' '
,��
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�, PROJ NO 17030.00
� FIRE ALARM WIRE TYPE CHART FIRE ENTRY PIPING DIAGRAM
� NO SCALE O DRAWN� DLS
°o Label Descri t� NOTE: ALL FIRE ALARM WIRING SHALL B� INSTALLED IN CONDUIT
o AC 120VAC Power Wiring � THROUGHOUT THE BUILDING. REVIEWED. DLS
� L Signaling Line Circuit
o P 24VDC Power Wiring
� N Notification Appliance (Strobe) Wiring FIRE PROTECTION SYMBOLS FIRE ALARM SYMBOLS DATE. 10/30/09
j V Notification Appliance (Speaker) Wiring �i SPRINKLER HEAD - STANDARD UPRIGHT, CHROME Fnca FIRE ALARM CONTROL PANEL
.............................�•--••--•-�------•--- -------__._._.__ . - ----__.___.__._._..._.__�................. ._........._._.._._.____.._..__._.----__.----._............................................_.-----------------�------------
N x Auxi�iary �ircuit (Re�ay) wi�in9 __.______..___.___._.._............._..__._....... ._ .... _ _. ._......................__._.._.._._ ._---_-------. ________ F I RE P ROTE CTI ON H E ET
� Z Indicating Device Circuit (Zone) Wiring � SPRINKLER HEAD - CONCEALED PENDENT, WHITE ANN REMOTE ANNUNCtATOR PANEL REVISIONS
__..._...._.�.._.._..___..._...__._._..__ __ _ _ _ _ _ ___.... ._ .. .._ .._.............._... __._...._.___._..__._._.___._.._._._______._.__.___._. _.____....._.._.._......___.__._......_._.......................... _... _ __........_._.................__..__.__.___.-----�------------�-�-��----...._._.__......_..........._._......----------- P E R M I T S ET R E-S U B M ITTAL
�� A Annunciator Wiring � SPRINKLER HEAD - RECESSED StDEWALL, WHITE � SMOKE DETECTOR � ADDENDUM #1 03/04/10
� ..._..............._........................._..�....___ _..___ _ __ _ ............._ _.._._.....__.--�--__.._._.__..__.._._._..__......._._...__.._.._.___.__.._...__.__.__ .._.____......_._..______.__....._................................. ._ .__ _ ......................._....._.._.__._._.__-----�-�------------------..._..............�....___...................
� � SPRINKLER HEAD - DRY SIDEWAL�, CHROME �B SMOKE DETECTOR WITH SOUNDER BASE
1. WIRING SHALL BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. �---------------------------------------------------____.... ____ __�.._...._ ...... .................................................._............................_...................... _........................................_...._....._.._._.__....._._.__.._._....._...._......._..._._.------_.___...................................._._...._.........._.-------��----------------.............._.._ _ TITLE
� N S S Eo�t HD HEAT DETECTOR # �ADDENDUM #2 03/04/10
__._._.._---_....�..___...�..___�....___ _ .. _. ...---_._..................._........__..___...__._._...__....._.._......_..._..........._...___._._____...._.__...._.. .._..._. _.._.....__.................._....._................-------� --_.____.._.._._......................_........_......__....----------�---�------__.....___._ __ _ ....... _
j � (1Yp) (7Yp) (1Yp) 0 COMBO SMOKE/HEAT DETECTOR FP0.00 FIRE PROTEC110N COVER SHEET
°� R EM OTE POW E R _.._-•-------------------___._.___._ .___....___.�.._....__..___... _.... ............ ..............................._........._..._........_.___.__..__....._..... .._......_._....__ , __.___.....____._..._........._........._.......__--------...._.__.-�--�--_.__.._......_.._..----_......................__..._........__.._...-----�-----.____._..._..__.__.._._____....
� SUPPLY N oo DUCT SMOKE DETECTOR FP1.01 FIRE PROTEC110N SITE PLAN
� s s Eoui -------------------�---.._....�......... .._....__�� ................................._............_.. .._......_._.......__.._.._................._._..._......_...._......._-----......_____ ._.-------.._.__.__._.---�---�----...-----�-----------__...._---____....._...............�.... .....--------------------_........_......._.._........._._.._.__ .........._...._..._._..__ _____ 0 OZ ARCHITECTURE
�, �p� �p� �yp� �F FIRE ALARM PULL STATION FP2.01 LEVEL 1 FIRE PROTECTION PLAN
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o, .__..._..____ _ ....... .... .. ... .__..__.._..._._.___.__---------�--�----�------------------ ----�-- ----_. .._.... _..__..__...----�----------�----._.._..._..___.._.._........�..._ _ .... _� __ FP2.02 LEVEL 2 FIRE PRO
� N NOTE: SPRINKLER MANUFACTURER AND MODEL SHALL BE CHOSEN BY THE Q FIRE ALARM HORN � m FP2.03 LEVEL 3 FIRE PROTEC110N PLAN
S S EOLR SPRINKLER CONTRACTOR, SUBJECT TO APPROVAL BY ARCHITECT AND '° .-°.-° -.°.°°..°.°.......°.............°.......�.°.°�.°°°°°.°.
°�,' P ENGINEER. COORDINATE TYPE AND FINISH WITH INTERIORS. HEADS SHALL FIRE ALARM STROBE FP2.04 LEVEL 4 FIRE PROTEC110N PLAN FIRST CHAIR
Z �P� �� �� BE LISIED FOR RESIDENTtAL USE IN RESIDENIIAL UNITS. ALL HEADS SHALL �"�" °°�'�"°'°""'°'°"°°"""""""""""""""°"""�'°'�'°.°.° °°..° ° °...°°.° °°°...°..'°°°..'°�'°'µ
.........
o Fr � Fso co FIRE ALARM AC �� � m FP2.05A LEVEL 5 FIRE PROTECTION PLAN
Z Z X Z CONTROL PANEL DtDICATED N BE QUICK RESPONSE, EXCEPT IN ORDINARY HAZARD AREAS. DQ FIRE ALARM COMBO HORN/STROBE
o L 120V TYPICAL S S EOLR .................._....... .. _.... ,......_......_..___...._._..__....... ..__ _.._....-_--•--,---............_..___....._.. .. __.......- FP2.05B ATTIC FIRE PROTECTION PLAN
j F DD HD sn so B � � (Np) (�y�) (7y�) QS FIRE ALARM SPEAKER FP2.10 TYPICAL UNIT FIRE PROTECTION PLAN ISSUED FOR
" (�) (�) (�) (nP) (n'P) ....._. .. .. ...._.. ....._....._...__.__.._._.__---------�............. .._..___.......................-�-�---------..._.__�.. _ ........... .. .� ... P E R M I T S ET
j ADDRESSABLE MODULES � � FIRE ALARM COMBO SPEAKER/STROBE
� (lrnicn�) SYNCHRONIZATION TRIGGER CIRCUIT ..... .. ._.... .. .. ._ _ .. ................_..-------.._. _..._. _._........_,---_.....�..._ _. ___ .. .... _. ..___
NF FIREMAN'S PHONE JACK
0 .. ...... .. _... ................ ..... ..... ......... ... .. ...._......___. .... .... .. .. .... ...... .._.._._. ........
� 0 SPRINKLER SYSTEM FLOW SWITCH
� ANN A V 0 ,SPRINKLER SYSTEM TAMPER `SWITCH SHEET TITLE
� SPEAKE2 CIRCUITS .. ___. _ ___ _____ __ .___.... ............... __ ____ _ .... .....__....._..__._.__.. ............................ FIRE PROTECTION
� Fso FIRE/SMOKE DAMPER COVER SHEET
......... .. ....... __ __..... ___........ .... .. ... ._.. _._._._.......... .................................
� co CARBON MONOXIDE DETECTOR
� .._.... .... ...._ _.._ ._....._ �..---_..... _ ....... .................._____. __.__.._.._._. ...... ..._._.._..._... S CA LE
� D�ED AA�TPD 120V A� SYSTEM RISER DIAGRAM
-� SHEET NUMBER
� . Shaner Life Safety
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PO Box 1073 Phonx 970. .
Frlsoo, Colorado 8W�3 Fmc 970.797.1898
U SHANERLSOCOAICASTNET
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1805 29th Street
• Suite 2054
Boulder, Colorado
80301
phone 303.449.8900
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� I DATE 10/30/09
� � a � 0 � � � � 0 REVISIONS
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� j PERMIT SET RE-SUBMITTAL
w � 0 ADDENDUM #1 03/04/10
�
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� � � ADDENDUM #2 03/04/10
� i FIRE PROTECTION NOTES: FIRE ALARM NOT S:
� I 1. SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13. �• FlRE SYSTEM SHALL BE DESIGNED P NFPA 7 OO OZ ARCHITECTURE
_ � 2 DEVICE LOCA110NS AND WIRING ARE EMAl1C ONLY AND
= I 2. IN NON-CONDI110NED SPACES� PROVIDE AN AN'�FREE� LOOP ARE INTENDED TO REPRESa1T THE GN IN T. FlRE
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°° I I I I I I I I I I I I �-� i ' \ � DATE 10/30/09
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N I I I I I I I I I I I V � � � ' � \ �. ' ' � � ' � REVISIONS
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G� R�p,O�A�� c3 IMPROVEMENT LOCATION CERTIFICATE
SOV,�N FROO R�GHZ'�F GENERAL NOTES ,
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
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' G2 PART OF LOT 1 o N � w ROTATION BEING +00'30'19" RECORD - STATE PLANE COORDINATES I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON
BLOCK 1 THIS DATE, 07/14/10, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE
� � 3. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE OUTLINE OF THE NEW BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS
0,265 ACRES (DEED) m yl�
0,2587 ACRES (CALC) o n,r^ � BUILDING AT GROUND LEVEL THE BUILDING IS UNDER CONSTRUCTION AND OTHER FEATURES EXIST WHICH UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,
(BOOK 363 AT PAGE 341) I C� ARE NOT SHOWN HEREON EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY
(T O W N O F V A I L) J cri 4, L O T 1 I S S U B J E C T T O T H E T E R M S, C O N D I T I Q N S A N D P R O V I S I O N S O F T R E N CH, CONDUIT AND VAULT E A S E M E N T C R O S S I N G O R B U R D E N I N G A N Y P A R T OF SAID PARCEL, EXCEPT AS NOTED.
Uco — � r � ___. " AGREEMENT RECORDED OCTOBER 01, 2004 AT RECEPTION No 893086, SAID EXCEPTION IS BLANKET IN
� �-,--�r 2p0.00 PART OF LOT 1 NATURE.
_- — ' S85'1��4 W BLOCK 1
1.089 ACRES 5 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT
� �� (VAIL/LIONSHEAD THIRD FILING) z� AGREEMENT RECORDED JULY 08, 2005 AT RECEPTION No, 922D31, SAID EXCEPTION IS BLANKET IN
�--� (BOOK 221 AT PAGE 992) NATURE.
J
6 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF SKIER DROP-OFF EASEMENT
� � � � � — o AGREEMENT RECORDED JUNE 01, 2009 AT RECEPTION No 200910491 SAID EXCEPTION IS NOT
� � � DIMENSIONED TO SHOW EXCEPT THE FRONTAGE ROAD ACCESS EASEMENT (EXHIBIT E) WHICH IS SHOWN DATE:__________ ��,Qp REG/STF -
� � _
N N85����-4���� I HEREON �0�. yT g� .�9 BRENT BIGGS
O • fi� ��S'F� OLORADO P.L S. No. 27598
� � � -- –"' � 7, LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF ACCESS EASEMENT AGREEMENT �'� � & ON BEHALF OF PEAK LAND CONSULTANTS, INC.
.,.� � O o — � � � � � a+
RECORDED JANUARY 27, 2010 AT RECEPTION No 201001583. SAID IS NOT DIMENSIONED TO SHOW �� ��,��� �o
z o 0o HEREON •
� N . .�..
C3 8. LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF CONSTRUCTION EASEMENT AGREEMENT �p�FS��I� J�e��QJ
v o RECORDED JANUARY 27, 2010 AT RECEPTION No. 201001584 SAID IS NOT DIMENSIONED TO SHOW �}`��N��`P��
c� o � HEREQN,
� gw
� � o LANDMARK-VAIL CONDOMINIUMS
(RECEPTION No. 201007086) 9, LOT 1 IS SUBJECT t0 THE TERMS, CONDITIONS AND PROVISIONS OF DEED RESTRICTION AGREEMEN
RECORDED MAY 04, 2010 AT RECEPTION No. 201008423 SAID EXCEPTION IS BLANKET IN NATURE.
V � 10 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF HOLY CROSS ENERGY UNDERGROUND
0 0
RIGHT OF WAY EASEMENT RECORDED JUNE 01, 2010 AT RECEPTION No. 201010124 SAID EXCEPTION IS MONUMENT LEGEND
SHOWN HEREON
11 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT Q FOUND No 5 REBAR WITH 1YZ�� ALUMINUM CAP, L S No 27598
AGREEMENT RECORDED JUNE 01, 2010 AT RECEPTION No. 201010125 SAID EXCEPTION IS BLANKET IN
-- .. c�
NATURE �FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L S No 27598
� 225 50 �
� 12. PEAK LAND SURVEYING, INC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO
585'33 00'W - �
�!. MPROVEMENT LOCATIONECERTIFICAT�W RIE PROV�IDED BY�AND T�T E GUARANTEE COMPANYU ORDER NoTHI
0
V50028967 DATED JULY 19, 2010, AT 5•00 .
r*i
- � 13. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
� DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT,
� co MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
FROM THE DATE OF CERTIFICATION SHOWN HEREON
QD- y,� _ 170.00
S85'33 00
, �,��� ur I.UMMENCEMEN
(BOOK 363 AT PAGE 341)
LOT 1, VAIL�LIONSHEAD, THIRD FILING DETAIL (PLATTED)
SCALE. i"=50' �,59 2
, / W
/ �
LEGAL DESCRIPTION A � FZ�PO C317 �`� w �
OCK 1 VAIL LIONSHEAD, THIRD FILING, ACCORDING TO THE RECORDED PLAT THEREOF, COUNTY OF EAGLE,
LOT 1, BL , / C�ON��"`� �WP�� � p TOP OF FOUNDATION
STATE OF COLORADO, EXCEPTING dUT THE LANDMARK-VAIL CONDOMINIUMS AS RECORDED AT RECEPTION � 8178.5
� No. 201007086 AND THE DEED RECORDED JULY 11, 1983 IN BOOK 363 AT PAGE 341, MORE PARTICULARLY DESCRIBED ` `'(� � R� � O ��
AS FOLLOWS: SQvN'��RS�PjE �� �P�K ��NE I ✓
i ,
�� 1 g U.p\NG 5 � � 42 2' 1 0
� LEGAL DESCRIPTION lBOOK 363 AT PAGE 341) SEME /
T OF LOT 1, BLOCK 1, VAIL/LIONSHEAD THIRD FILING, A SUBDIVISION RECORDED IN BOOK 221 AT PAGE 991 OF TRUE POINT OF eEGINNING ��9 W ��� E 68 �
A PAR (BOOK 363 AT PAGE 341) c9 p f 3�, uj\�.ON No, ��� � � �
' ""° - THE EAGLE COUNTY, COLORADO, CLERK AND RECORDER�S RECORDS, SAID PART OF LOT 1, BLOCK 1, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS / / / � ✓ �R�C�p�, /
'' � i� � �� ' � f �:
COMMENCING AT A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY NO 70, SAID POINT ALSO � 75�
BEING THE NORTHEAST CORNER OF SAID LOT i, THENCE AN ARC DISTANCE OF 198.76 FEET, �N A CURVE TO THE � W/� � .I
FT SAID CURVE HAVING A CENTRAL ANGLE OF 3'07�12 ; A RADIUS OF 365��0 FEET, AND A CHORD THAT BEARS ° % r
LE / '°'%�
" A DISTANCE OF 198 73 FEET, TO A POINT ON CURVE, SAID POINT BEING THE TRUE POINT OF (./� o
S 75'01'S4 W, , , „ � 'J / � TOP OF FOUNDATION = 8178.5 0 = � '��
BEGINNING. THENCE S 04'49�46�� E, A DISTANCE OF 76 20 FEET, THENCE S 8510 14 W, A DISTANCE OF 200 00 FEET, / � ' � /I �6
THENCE S 04'49'46" E, A DISTANCE OF 20 00 FEET; THENCE S 85'10'14" W, A DISTANCE OF 16 00 FEET TO A POINT / � � o � �
CURVE ON THE EASTERLY RIGHT-OF-WAY LINE OF WEST LIONSHEAD CIRCLE, THENCE THE FOLLOWING TWO J -� � / � O
ON / o �
i COURSES ALONG SAID EASTERLY RIGHT-OF-WAY LINE; (1) AN ARC DISTANCE OF 17 68 FEET, ON A CURVE TO THE � � � � � i / � � �
OF 175 00 FEET, AND A CHORD THAT BEARS _ U� � �
LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 05'47'19", A RADIUS / N �
(V 'f TOP OF FOUNDATION - 8176.0
N 17'S2'S2" W, A DISTANCE OF 17,67 FEET TO A POINT OF REVERSE CURVATURE, (2) AN ARC DISTANCE OF 39 61 %� C
FEET, ON A CURVE TO THE RIGHT, SAID CURVE H A V I N G A CENTRAL ANGLE OF 90'47�25', A RADIUS OF 25.00 FEET, / / O J 4 0'� FOUNDATION ONLY � W -*� �
/ '• m j / (BUIUDING IS UNDER CONSTRUCTION) � Z Z " F"w .
AND A CHORD THAT BEARS N 24'37'11" E, A DISTANCE OF 35.60 FEET TO A POINT OF COMPOUND CURVATURE, ON / / v � �
THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERS
TATE HIGHWAY NO 70; THENCE AN ARC DISTANCE OF 208.12 FEET, ! � N � v ,
ALOn�G SAID SOUTHERLY RIGHT-OF-WAY ON A CURVE TO THE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE �F PART OF LOT 1 � m ' �/ �, PARKING UNDER O VINGTSPACE TO m I L
03'16'01", A RADIUS OF 3650 00 FEET, AND A CH O R D T H A T B E A R S N 7 1'5 0�1 7° E, A D I S T A N C E O F 2 0 8 1 0 F E E T T O / � � 5 �'�
THE TRUE POINT OF BEGINNING, SAID EXCEPTION CONTAINING 11 546 SQUARE FEET OR 0 265 ACRES, MORE OR LESS / BLOCK 1 � �I n� / �� '�
0 265 ACRES (DEED) `./ � f� ; � �
/ 0.2587 ACRES (CALC) O / � r �
(BOOK 363 AT PAGE 341) IV /`� I m � ��Wil O� �al�
/ " � `� � �
/ (TOWN OF VAIL) �� p,� 4,�. / �� �
� � ��� � p
� � i � 3.0� .
/ / N f
/�/ �! � 7 1' 4 4' , 3��
32 97 � / m N 3 0 w 11.7
/ / � � / / � � 18 0' � �' J �� 0 5'
� / � S85'40'33"W — 200.00 a�,E / �% ,��%�!; ,�� s 40� aa' s s -
/ --^^' �,,. N 5��9� � ��r �� ; �
�,,
/ � � .�.-- -"-" �r �� /'�y N / �� ��N TOP OF FOUNDATION = 8167.5 2 6, J
� _„_-� �._..�-68�--^-^� / �� ��
�3 E .�--_"`_`�' --� � / �
� �p p' BUILDi_`'ET6ACK LINE ,�.-�-- , �/ rn / /
.�-�--�,.- + �� � �� w 7 1�
r �- �- 2Z A�5 , �, _.— ---' cr ' �, � � / 1O �
` N ,,,�.. f ,2g'� � �_ �-� ' °• � � ACCESS EASEMENT J 2.1' a
/ L=4.18' � �! � ��`�� � � ° PART OF LOT 1 i°•I / / � f (EXHIBIT E, RECEPTION No. 200910491) u,
/ L1 � 61�2� � °. ' ��—/,��� (HATCHED AREA) 5.4� I
/ ' Ng1'39'�� � BLOCK 1
� 1.089 ACRES � `-'—' _ 30 00' �
� � HOLY CROSS ENERGY N85'55�12��E 0 3' N
�_ �� RIGHT-OF-WAY EASEMENT (VAIL/LIONSHEAD THIRD FILING) 3 •6
(RECEPTION No 201010124) (BOOK 221 AT PAGE 992) �_� �
/ � (SHADED AREA)
�----
� � -- �--_ �-"_"" (16 5�) 1 0' W C
/ —i J
__ �--- ..
r �p D���DING SETBACK LIN�_ �
/ _ rn
O -- --_ �— �
/ � � �� _.�� �---
EAR�NG, GRAPHIC SCALE
/ m __ �--- --'— -- � , �� _ 05.92' � Zo o ,o zo
40
� 33 W 4 BAS�s oF
� S85 4 �����`� �����3�,
o r ���IGM RE�//I�!
c� �TAF� �PPRO!/��, `�.
( IN FEET )
C�
� !n CURVE TABLE F'�, 1 inch = 20 ft.
n CHORD BEARING LANDMARK—VAIL CONDOMINIUMS ������. � ' 1�' j �
a r CURVE DELTA RADIUS LENGTH TANGENT CHORD
� m C1 6'23�13" 3650.00' 406 88' 203.65� 406 67' S73'23'S3"W (RECEPTION No zotoo�oes) �G
� 't� e-�d'��
N c2 3°16�0��� 3650.00� zos.�2' 2oa.�o� N71•5o°����E IMPROVEMENT LOCATION CERTIFICATE
° C3 3'04'16" 3650.Q0' 195 65' 97 85' 195 63' S75'29�38��W
� C3-DEED 3'07'12" 3650.00' 198.76� �98 73� S75'01'54'�W LINE TABLE A PART OF LOT 1 ,
° C4 48'15'17" 55.00' 46 32' 24 63' 44.96' S26'07'39"E LINE LENGTH BEARING
, , , . , „ L1 �s.00' sa5•�o'�4��w BLOCK 1, VAIL/LIONSHEAD THIRD FILIN
� C5 18'46'32" 17 5.0 0' 5 7.3 5 2 8.9 3 5 7.0 9 N 1 1 2 3 1 6 W � � �� ��F I R S T C H A I R��
.� � , , „ L2 20.00 SO4'49 46 E
, � � c 6 9 0•4�°2 5�� 2 5 0 0' 3 9 6 1� � 35 60 N24°3� �� E T O W N O F V A I L, E A G L E C O U N T Y, COLORADO
� f C7 12'59'22" 175.00' 39,67' 19 92' 39.59' N07'59'22'�W L 3 1 4.0 0' N 0 1'2 9�4 1"W
g C7-DEED 12'59'22" 175.00� 39.67' 19.92� 39.59� N08'29'41"W
� � • � �� � ' ' 17.94' N17'55'39"W DRAWN: JF REVIEWED: BB SHEET 1 of 1
� PEAK LAND C�NSULTANTS,n�rc. C8 5 52 34 175.00 17 95 8.98
• �`H(970y�76-8644 PAX(970�76-6616 C8 -DEED 5'47'19" 175 00' 17 68' 17 67' N17'52'52"W DATE; 07/22/10 PLC JOB#; 1145.1
1L�OOLIONSRIDGSLOOPVAII.,cosi6s� C9 00'14'25'� 3650 00' 15 31� 7 66� 15 31' N74'04'43"E
�
/
I ^'- -- I I IIII
- - � - ____- _ - , _
_ ...
S01 � N AI � GEN ER A � N OTES O O O O O O C� U O
� 3�-�� 3'-0"
�. DESIGN BASIS: �� 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" - - - -
A. 2006 INTERNATIONAL BUILDING CODE. �� 8190------------ --- ----- ------ ----- ----- ------ ------ ----- ----- - ---8190
B. THE EXCAVATION IS DESIGNED TO ACCOMMODATE NORMAL CONSTRUCTION SURCHARGE OF MATERIAL --- ------ ------ ----- ------ ------ ----- ----� --------------$�$$ `
AND LIGHT TRUCKS, NOT HEAVY POINT LOADS SUCH AS: CRANES (TRUCK OR OUTRIGGER), �� 81$$ - -- ----- ----- ------ ------ ----- ----- ----------- C
Q�� $186------------n--- ----- -- ---8186 �
P I LE S. - - ---- --- - ------ ------ ----- ----- --------------818 4 S 0 I L N A I L S C H E D U L E °�� ''
EXCAVATORS, CONCRETE PUMP 7RUCKS, OR LARGE STOCK --- - - -
�� 8184- ---------s SHO CRETE A -- ;, ••� 'tS��
v,;'
C. REFERENCE CODES: ___ ______ __--- - -- ------ ---- --- ------- -- ' :
1. AISC STEEL MANUAL, NINTH EDITION �� $182 � ____ _ ____ ___ _ _____ ____-8182 •.o
EXISTING GR DE SOIL NAIL FIRST SECOND T'HIRD BAR �� 283g �c;
2. ACI 318-99 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 6 8180---------------- �---- ------ - ---- ----'- � - -- -- - -PROPO ED-GROUT COLUMN 8�$O
„ „ 5 � ------- -------- -------- ----------------------8178 COLUMN ROW ROW ROW SiZE .�a-� ,�'l�v
3. PUBLICATION N0. FHWA-IF-99-015 GROUND ANCHORS AND ANCHORED SYSTEMS O �1 8178------------------------------- -- ��. �fg(�...., �
� - - - - - - ----- --------------8176 1-9 10 #$ �1•.1....�G�
8176---------------- ---- -- - -
2. FOUNDATION: 1 8174---------------- - - - - '� - - �'' - ' - - '� - - - ---------- NOTE: ONA�-
----- - B �,� � ---8174
A. THE SOIL INFORMATION WAS DERIVED FROM THE GEOT�CHNICAL INVESTIGATION REPORT PR�PARED BY �'� 8��Z_______________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - ----------g�72
GROUND ENGINEERING CONSULTANT5, INC. TITLED "SUBSURFACE EXPLORATION PROGRAM AND _ _ _ _ _ _______ SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION
GEOTECHNICAL RECOMMENDATIONS FOR PROPOSED RESIDENTIAL STRUCTURES, NORTH DAY LOT, VAIL, 2 �p $170---------- - _ _ _ _ _ _ _ _ _ _ -$��� g�ARING F'LATE ARE Y2" x 8" x 8"
„ � �'� � 8168------------ - -- ------ - ---8168
COLORADO JOB NUMBER: 08-6003 DATED APRIL. 23, 2008. � ^ ___ ______ ______ _____ ______ ______ --- - ----- --------------g166 A5LDEGREEGDIPDA GLE FOR ALL NAILS
� � 8166---------------- --
� 1 \ � � --- ------ ------ ----- ------ ------ --- - ----- --------------8164 NOT VALID WITHOUT DATE
�0 8164---------------- --
3. MATERIALS: �'� _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _____ __BOT OM OF EXCAVATION 8162 & ORIGINAL SIGNATURE
8162---------------- --
' A. SHOTCRETE: ALL SHOTCRETE SHALL BE READY MIX PLANT PRODUCED CONCRETE YIELDING A 3 DAY
8160---------------- ----- ------ ------ ----- ------ ----- ----- ----- --------------8160 (�
S�BMTEDE IGN 7MIXNTOHCOGG?NS &P50NS ENGINEERING� STAFF FOR REVIEWTH ONE SOHOTCRETE E LE VA TI 0 N UI E W
PANEL SHALL BE PRODUCED AT THE BEGINNING OF WALL CONSTRUCTION. AFTER INITIAL TESTS, � �
SCALE: 1" = 10'-0" �
FREQUENCY OF` TESTING TO BE f2EVIEWED. �
THE SHOTCRETE PANEL SHALL BE MINIMUM 18 x 18 x 5.75 INCH AND IDENTIFIED TO A WAL,L � I
LOCATION. TEST PANELS SHALL NOT BE DISTURBED FOR THE FIRST 48 HOURS AFTER SHOOTING � �
AND DURING THIS PERIOD 6� FIELD CURED UNDER CONDITIONS SIMILAR TO WALL CONSTRUCTION. �
�
AFTER FIRST 48 HOURS, TESTING AGENCY SHALI� OBTAIN PANEL FROM FIELD AND RETURN PANEL �
TO LABORATORY TO CURE UNDER ROOM TEMPERATURE. CORE PANEL AND OBTAIN SAMPLES FOR 70 � �
TESTING AT 3, 7, AND 28 DAY FOLLOWING ACI 506 GUIDELINES. CORES SHALL BE AT LEAST 3 ""'-- U W
INCHES IN DIAMETER. CORING AND CAPPING OF SAMPLES SHOULD OCCUR SAME bAY OF TESTING. �
z � o
APPLY CORRECTION FACTORS GIVEN IN ASTM C42 TO OBTAIN COMPRESSIVE STRENGTH AND � - Q �
REPORT RESULT5 TO COGGINS ENGINEERING STAFF IMMEDIATELY. A PRE-CONSTRUCTION ME�TING EXISTING ELECTRIC �
SHALL BE HELD 70 REVIEW AND COORDINATE TESTING PROCEDURES. TRANSFORMER 8c PROPOSED CURB AND PAN (/) � �
B. BARS: BARS TO BE GRADE 75 REINFORCING BARS OF THE SIZES SHOWN ON THE SOIL NAIL PANEL TO REMAIN SEE THIS SHEET FOR DEVELOPED �
SCHEDULE. REINFORCING STEEL SHALL MEET ASTM A-615 SPECIFICATIONS. BARS SHALL BE ELEVATION VIEW OF EARTH RETENTION W
FURNISHED WITH BEARING PLATES PER THE SOIL NAIL SCHEDULE. CENTRALIZERS SHALL BE
PROVIDED FOR ALL SOIL NAILS. + X
C WELDED WIRE FABRIC SHALL ME�T ASTM A185 SPECIFICA710NS. � O O �-i-
D REINFORCING STEEL SHALL BE A5TM A615 GRADE 60. U � �
E. GROUT: PRESSURE INJECTED GROUT SHALL BE PORTLAND CEMENT TYPE I AND WATER MIX, WITH v� O � N
A WATER TO CEMENT RATIO NOT EXCEEDING 0 45. THE MINIMUM 28 pAY COMPRESSIVE STRENGTH B S (n �
OF TH� GROUT SHALL BE 4p00 PSI. GROUT MAY CONTAIN SIKA C0. INTERPLAST-N SHRINKAGE 1 1
COMPENSATING CEMENT IN THE MAXIMUM AMOUNT OF 1� BY WEIGHT OF CEMENT. DURING �� � � � �
PRODUCTION, GROUT SHALL BE 7EST�D FOR COMPRES5IVE S7RENGTH IN ACCORDANCE WITH ASTM �� Q �
C109 (USE BRASS MOLDS) AT A FREQUENCY OF THREE SETS OF THREE GROUT CUBES FROM EACH O (
GROUT PLANT AT THE BEGINNING OF OPERATION. (ONE SET = THRE� GROUT CUBES) AFTER / o� � � OO
INITIAL TESTS, FREQUENCY OF TESTING TO BE REVIEWED. THE COMPRESSIVE STRENGTH SHALL BE � � Q �
THE AVERAGE OF TH� 3 CUBES TEST�D PER ON� SET. GROUT SAMPL�S SHALL BE TAKEN O �
DIRECTLY F`ROM THE GROUT PLANT. PROVIpE GROUT CUBE COMPRESSIVE STRENGTH RESULTS TO SHOTCRETE FACING Z �
THE COGGINS ENGINEER WITHIN 2
4 HOURS OF TESTING. BREAKS OCCUR AT 3, 7, AND 28 DAYS. � � � O
F. DRAINAGE BOARD SHALL BE OF COMPOSITE CONSTRUCTION CON5ISTING OF A CUSPATED, SINGLE
SIDEQ, PLASTIC DRAINAGE CORE AND A GEOTEXTILE FILTER FABRIC BONDED TO THE CUSPATED U � W � O
SIDE OF THE DRAINAGE CORE. MINIMUM RATED FLOW RATE SHALL BE 15 GPM/FT. OF WIDTH WITH w � U �
A HYDRAULIC GRADIENT OF 1.0. MINIMUM COMPRESSIVE STRENGTH SHALL BE 1500 PSF. SHOTCRETE STEEL MESH REINFORCING �
ACCEPTABLE PRODUCTS ARE MIRADRAIN 6000 OR GREENSTREAK SHEET DRAIN. VERTICAL BARS � Z �
�
SEE DETAIL C-1/1 I DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND (n W Z ��
4. SOIL NAILS:
A. INSTALLATION PROCEDURES: STD. BAR MFG. NUT WALER5 IN FRONT OF PLATE � . � �
� � � I
1. EXCAVATE LEVEL BENCH AT TOP OF WALL ELEVATION.
5.25'� DIA. GROUT MAX 5�-6" HORIZONTAL SPAC�NG LL � � Q �
2. INSTALL GROUT COLUMNS. EXTEND DRAINAGE BOARD MINIMUM � �, COLUMN 2'-0" ON CENTER
3. EXCAVATE DOWN TO LEVEL OF FIRST ROW OF SOIL NAILS. 2 FEET FROM BOTTOM OF WALL. �" VARIES (SEE SCHEDULE) WITH #4 GR. 60 BAR IN
4. DRILL AND INSTALL SOIL NAILS. '�- CENTER, LOCAT�D BEYOND
FOR CASES WHERE THE EXCAVATED FACE CANNOT STAND, A CONTINUOUS BERM WILL BE CONNECTION TO SUBSURFACE I � � GROUT
PERIMETER DRAIN BY OTHERS. �
EMPLOYED TO STABILIZE THE FACE. THE SfJIL NAILS ARE INSTALLED AND GROUTED THROUGH pROVIDE 3 INCHES OF COVER � J CONTINUOUS WALERS IN
- THE STABILIZING BERM. SUBSEQUENTLY, 7HE BERM IS EXCAVATED AND SHOTCRETE IS OVER BEARiNG PLATE AND NUT � � Q
APPLIED ALONG THE ENTIRE EXCAVATION LEVEL. ALTERNATIVELY, THE STABILIZING BERM CAN � FRONT OF PLATE
BE REMOVED IN S�QUENCE IN WHICH ALTERNAI`ING EXCAVATION SLOTS ARE EXCAVAT�D AND BOTTQM OF EXCAVATION � � o
PANELS ARE CREATED IN BETWEEN TH� NAILS. THE WIDTH OF THE EXCAVATION SLOTS o I I I I I I ( I
� '- ' SHALL NOT EXCEED APPROXIMATELY TH� SOIL NAILS HORIZONTAL SPACING. NEXT, SOIL PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!!
NAILS ARE INSTAL�ED AND GROUTED AND SHOTCRETE IS APPL.IEp ON THE FACE OF THE
EXCAVATION SLOTS. SUBSEQUENTLY, THE STABILIZING BERM PANEL5 ARE REMOVED AND 5.25" GROUT COLUMN
��
THE INTERMEDIATE SOIL NAILS ARE INSTALLED AND SHOTCRETE IS APPLIED. WITH #4 GR. 60 BAR IN CENTER
5. APPLY WELdED WIRE FABRIC, FACING REINFORCEMENT, AND SHOTCRETE TO THE EXCAVATION FULL LENGTH EXTEND 1'-0" STEEL PLATE VERTICAL BARS
FACE. BELOW BOTTOM OF EXCAVATION
6. WET SET SOIL NAIL BEARING PLATE ANp NUT. SOIL NAIL GROUT MUST HAVE A MINIMUM OF I I I I I ( I I I
THREE DAYS CURE BEFQRE 5TARTING THE NEXT EXCAVATION CUT. STEEL MESH REINFORCING ^
7. REPEAT ABOVE PROCESS TO BOTTOM OF EXCAVATION. OVERLAP MIN. 0'-8"
q SECTI ON S01 L N AI L EXCAVATI ON
CONTINUOUS WALER5 SPLICE
5. SOIL NAIL TESTING:
A. VERIFICATION TESTING 1 1 NOT TO SCALE IN GENTER OF ROWS
1. EACH VERIFICATION TEST NAIL SHALL BE SACRIFICIAL AND INSTALLATION PROCEDURE SHALL BE PROVIDE 2 FT OVERI..AP
SIMILAR TO THAT OF PRODUCTION NAILS. VERIFICATION TEST NAILS ARE INDICATED IN THE DRAINAGE BOARD, 1'-4" WIDE
EXTEND DRAINAGE BOARD MINIMUM �
ELEVATION VIEW AND SHALL NOT BE TESTED FOR 3 DAYS AFTER INSTALLATION. IF SOIL 2 FEET FROM BOTTOM OF WALL. C�
CONDITIONS CHANGE, ADDITIONAL TEST NAILS WILL BE ADDED. USE THE FOLLOWING LOAD D E TA I L F A C I N G CONNECTION TO SUBSURFACE �
SEQUENCE. EACH LOAD SEQUENCE SHALL BE HELD FOR A PERIOD OF 10 MINUTES. B PERIMETER DRAIN BY OTHERS.
1 1 �
VERIFICATION TEST NOT TO SCALE (
8 IN. SHOTCRET� FACING �
LOADI N G SEQU EN CE AL = ALIGNMENT LOAD , �PPR4!!ED
M NT LOAD = * 0.8*F *At _ ,�, .� � ty evelo ment D �
e Communi D �'
INCRE E P Y2 ( y ) 4x4 W4 OxW4.0 5TEEL MESH REINFORCING a ;t,�, y, a P � epartment I
� � AL KIPS Fy = BAR YIELD TENSILE STRENGTH �J�+� r i� ! � Budding Safery and Ins �ction Services
At = BAR CROSS-SECTIONAL AR�A VERT�CAL BARS - (2) #4 BAR DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT z�
, 2 D.25 P �T # - DENOTES VERIFICATION TEST 2 -6 LENGTH, MAX 0 -6 OC '. S�v��� �
' " ' '� ; WALERS IN FRONT OF PLATE - (2) #5 BAR CONTINlJOUS, MAX 0�-6" OC
'.�:=�a.�on�l Buddmg CodeMt�rna;:c;��!; �,�����a� � �
3 0.50 P Code Vaiic�;��r"��Pmi#. The issuance or rantm cfi� �
i i i noYbe con�tru�d t�be a permit for,or an approva�cf, �j �q;onlof N
� STD. BAR MFG. NUT PROVIDE MINIMUM 3 INCHES OF COVER B�TWEEN PLATE AND EARTH... an of the rov�s�on�cf this code or of any other ord�r�;;�; � �, �- • •
4 d.75 p
)urisdictien Permi,s presummg to give authority to vio!at��r cancel the w �
5 1.00 P : , provisions of this code cr o�her ord�nances of the�uri,d;c;c�e;�w!��ct be � .J Q Q
GROU7 valid The issuance of a perm�t based on constr�,,;,,,��„�_ „ ,r,,,`nd � (�,
� VARIES (SEE SCHEDULE) CONTINUOUS ST��tc$t��h�ll rct revert the �r ^ �^' ""�"� (�
6 1.25 P • � F buddmg official f;c;~i;;,- - ,� �
� 7 1.50 P
� �'�`'.`, •�,,,, SOIL NAIL #4 GR. 60, FU L�o��L�faFbrr;,;i�th�ccn;,,ruction documen;;��;�c;,;:r�'-'• STUD SIZE Yz IN. x 4 Ys IN.
s' �' �' S�E S C H E D U L E bwlding cf�;c�I �, ����;,�;, ��a Tha
8" x 8'� x 1/2" S T E E L P L A T E .�,` ��r i z e d t o revent occuparcy cr u��of a - Q �
� th s�unsdicticn��� y"'�'�`f this code or of any athcr c dinances of U 0
8 �•75 P SE� DETAIL E-1/1 I FOR SIZE AND TYPE
9 2.00 P
� r
'=` � .� y PLANS EXAMINER. DATE: � � "o � �
CONTACT COGGINS ENGINEERING STAFF TO OBTAIN TEST FORM. PROVIDE COGGIN5 ' ' `•''''� '
V RIFICATION TEST PREFERABLY SHOTCRETE MIN 4000 PSI ���' " "s�� +�' ' �
��
ENGIN�ERING STAFF RESULTS IMMEDIATELY AFTER E ( MINIMUM 5.25 DIA. :•�r ;,• MINIMUM 4000 PSI GROUT � O I
SAME DAY). 5.25" GROD UMN '•� + � •. 6 Q
WITH #4 GR. 60 BAR IN CENTER �'�" � � �
�
FULL LENGTH, SEE DETAIL D-1/1 CENTRALIZERS, TYPICAL EVERY HOLE IN CENTER 8" x 8" x 1/2" STEEL PLATE U �
10 FT ON CENTER START 3 FT 1.25 IN. DIA. �
FROM BOTT4M D E TA I L TO P �I E W z I
�
DETAIL BEARING PLATE �-�- z �
� DETAIL NAIL HEAD AND TENDON D GROUT COLUMN E � o 0
1 1 NOT TO SCALE � � NOT TO SCALE � � NOT TO SCALE �
Town of Vail N � . .
� � � � W
������� �Op� � � �
NOTE:
BEFOR E CON STR U CTI ON COM M EN CES, A U TI LI TY N 0. D ATE REVI SI ON DESCRI PTI ON This drawing, as an instrument of professional service, is the JOB N0. : 5�48
D I M EN SI ON S OB TAI N ED F-R OM D R A WI N G� P R OD U CED B Y: property of Coggins � sons, �nc. �t is furnished to tne cenera� ISSUED: 07-22-10
LOCATE MUST BE PERFORMED T� FIELD VERIFY THE Contractor for information purposes and for approval for construction DWN BY: ,JVW
LOCATI ON OF ALL U TI L
I TI ES I N TH E VI CI N I TY OF TH E ALP I N E EN GI I�l EER I N G I N C. AD D EN D U M 1 D ATED �3�04�10. by Coggins � sons, �nc. of the eX�a�ation retention for the �wc. No.
designated pro�ect only. It shall be returned to Coggins & Sons
SITE. THE EARTH RETENTION DESIGN WILL BE upon demand. x B S 1
REVIEWED AND DRAWINGS REVISED , IF REQUIRED , ,
WH EN FI N AL U TI LI TY �OCATI ON S BECOM �S AVAI LABLE . SHT. � oF �
fn 51 Eagle Road#2
� P O Drawer 5400
Avon,Colorado 81620
R.A.� E � s o N t 970 949 5152
BUILDING MOUNTAIN RESORT COMMUNITIES f 970 949 5379
www ranelson com
August 12, 2010
Mr Tom Kassmel
Town Of Vail
75 S Frontage Rd
Vail, CO 81657
R E First Chair Design/Build Retainmg Wall ,
Dear Tom
Enclosed is the engmeenng for the curved retammg wall idenhfied as "Design/Build by
Contractor" on the approved and permrtted plans for the above referenced pro�ect. Reference
buildmg permit number B090321 This wall has been engmeered to mmimize layback and
disturbance to the Town of Vail property on which it lies A convenhonal MSE wall would have
required fabnc layers extending to the north side of the pedestnan path resulting in the removal
and replacement of the path,retaimng walls, and the loss of a sigmficant tree. These factors in _
addrtion to conflicts wrth existmg utilrties made a conventional MSE design impractical to mstall '
and extremely disruptive to the public
The proposed design is a permanent soil nail and shotcrete retammg system wrth a MSE facmg
mstalled 3' m front The MSE fabnc is mstalled wrth connections to the permanent shotcrete
wall The location, geometry and fimshes of the exposed wall remain the same as depicted on the ,
approved plans Tlus design ehminates the short term construction impact to the public of
constructing this wall, allows for unmterrupted use of the pedestnan path, and reduces the long
term impact on the Town parcel wrth a smaller footpnnt of disturbance and less extensive tie
back mto the hillside
Please do not hesitate to call with questions or concerns
Smcerely,
��� -
Mike Cuthbertson
Vail Valley Regional Manager
Creatrng opporh�n:ttes and butldrng
lasting relat�onships s�nce 1976
1��1. �. n11I.I�ER,P �.P T. LTU
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c,«�den.C"nlc�ri�ic� s�laal
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.1une 16, ��1[)
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8U1 Wcst b?cd E'�t�ettuc
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I�ir. l�Iillcr
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ret,�in«I 5cii1 i5 hel�#b�ck by the sutl u��l��all�U�•c�tl�ees). Thc fc�unci�tic�i�sc�il
iti c}n-��le y�nti and grar��el wii11�a 31 c�c�n:c an�ic of rcpasc at�ci ��!i pcf
��e�,�l�l�.Tl�e level�n�pud will t��ravcl �r,ith 38 dc�ree rcp�sc tuid 125pcf
Th�rcinCarcing grids are Strata-C;rid S�i 20f�m�teri7l "Tl�er�is na 1"rt�ni �lc��ie
7'I�c 6ack slop� ts brokcn ttt tl�ree#eet fmt�� th�bacl: i}!'the «all The 5n31 na�l
���all must e�tcnd t�t��e dc�p c�f the slope fhree teet�rehind the�va1L �Vh�rc the
LtIQCIi FE�I) �1�1�,I1��wC�CC�.��lt�'��i)kil� �e�l l�li:�U�7 Ia4E;I't7L��l;tj-CiI'ltj tTIiLSI hl:
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l�i�,l� l�le d�s����meet��11 criteri� li�r intcrnal,c�tcrnal, f��cin�aric�ovcrturnin�
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29I56 Summit Ranch Dtive
Golden, C4 8Q401
L,�.:E�a;sr ATt��er 0510875
G2-r�;n�L £d�r_�31ze,��`�nn.
!�c�7+�ct `7e,m�: Fizst Chair, Fozznezly North D3y Lot, t�Tall 2, Shotcrete-Sail Nail
vesieor Wall *
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Ti-�e 09:58:53 Al�i �s��NAt Et1Ct���"��
u���a ��,i�� g:\praaeCt managemeat\sz'u*all prc�ject designsMver . 1,first
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E/E� ��S� Sl�1N-CUT BACK 1', MILL, I SI- 1 �,f _; _ _ ._ =�-�,,__ - . � sa�'I •-Sp - � � , ,_ %�lI11NV. IN 8� (N) = 59.15
�L /-� �REMOVE. AND PATCH BACK � V �� - - 64 � '�� PR-6 " 2 6 .� I% ���- ,F - ,� �' ���K INV. IN 6� (N) SUBDRN �57.0
, � Sa� ��� ASPHALT AT PROPOSED , � REMOVE DQSTIN 6 4.7 �, �;�,�` ���. .� �°��'' ---- � __..._ __ _._, , ,� ---" ( ��, 6 �ks��` •�,,;:�;{��,�/� `J`� �/,` t � � INV IN 12 (VI� � 56.0 �
Sy�� /�� PAN & CURB APRON \ I INLET dt PIPE q u�eR aee 5 2 �'��, '� - _ ', 1+ 36 � 7 5 66 8 �5 8 �' .'i + 4 4 �������� �j��/����`��;=�" '" i "r �� � �`� � ���.� ��
63 05 � � �'E � � � � �T �2 • .SJ.B � O
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� DtlSTING 2 x3' INLET TO q � w' I � -- '.' Q
p��•' /��p /�pC -�---1 ,- -- �- -- { ,;RIM ELEV �ec Q63 I■�
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� ��.� rt\ _�- I
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� RIM = 8161.86 �� = , --- -- � - c�o � ' rs �_ � r �� � � � � , u � r� 12 X12"X6 7EE � � r,; „; �� '\��ti � � `+ � '
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INV IN (N) � 815&36 I�' ��' F � �6 7 - - � , V � 57.94 _ -- � � 4 r, \ ��,-
INV IN (� � 8158.75 � � � � ' `- ---- -�s7�`" � � , �"' M ` _ _ ° - _ . _ _ ,. ` - - , OT PLACE _ � _� � � OPOSED 12"_AR INL.ETS, ;=��,.-�_ PROPOSED 2'X2' INLET-ADD 1' RISER � �
s '''�. -. i _.,,_._�-- _ ��� _� _ r� _ r - � - � - ❑ - - u�OR RK ADJACENT TO - - - - `RIM ELEV � 64.2 � ,�„�' �� W 11E IN7U/D(ISTING CULVERT O
INV OUT 8158.16 � �,.---------4 �„ � �� o r, � _, , _
SUMP INV � 8156.66 � - -. .� � � �, �� , �' ' � ❑LL _'= _.-- -'� - - �- ` L� ` �` �- -- - - �OR OUND AREA�=IINL�TS'� � �. PROPOSED 2'X � CU INLET INVERT OUT 6 P 59.5 � �'° � � � I
� �EM VE NG � 67 ° � � _ _ - - - - _ . , � _ _, _ _ , �` �,r. v \ RIM �f81.2
_ � _ _ _ _ , RIM ELEV-= 8164: -- ` INSTALL 45' de BEND FOR �, °,s�; � �' » �
I � - _� _ �. _ � , - , _ __� __ � _s __ - . ( �, _ � INV IN �2 C900 (N) 55.2-- U
� `CONNEC110N TO 12 SDR = ' �I��
� I I T L'ACE -�\ _Y - [� _ - _ - _ _ ELEV_� 66.1� - ,- � - - - - _ _ 12 INV IN (VI� � 59.8 � • � � � � O�IT 12' (DpSTiMGf = f � �
' "- ❑ � ' ' INV OUT S 61.27`' , `
� S I � ' � � �. � �-- -. �,; . , ( � _ , ` ' C_ � ' . - 8' Ir1V IN C(SAND/OIL)= 60.� $5-TYPICAL� a " INV�,�'fr �� ^
I �TM�� � is C� � �_. � C_ _. -,^•s- � ' _' � L_ '� � I �, f I� �_ _ � � [ L. _ I_ C • u � -. i /
� f ` -' PROPOSED f2'X3' ". � - - --. _ __ , � 12 INV_QUT'(E)�� 58.06 � , __ _ ', / � S711�1���ILVERT w ROdAIN - �
(� 0� _ REMOVE DQS7ING _ INLET- � - - _ -_ _ - ` T _ - z-_ � _, _ . � � ,� REMO\ DOS'11NG � �ti= ` � •�
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INV OUT � 8153.09 _- _
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DRAINAGE NOTES
� LOWERED PROPOSED
STORM SEWER ° z �
1. All storm drains and culverts shall be constructed in PR-6 Z � R w `D � - � �
w � �i PROJ. N0. 17030 00
- J O
accordance with the Technical Specifications and TOV o=W�o �n�� R- m Z CO o � � z o n J ~
specifications. ��w°0 �"'cD � � o� m 0°;;�; Z� Z ; �, o � � Z ~ �i �
�o� °�°°�° � N � � J o o �n m � a W -�z DRAWN: JEB
2. Types of structures refer to the Colorado Department of W Z��O ��� °' � � � � � � �� � -o �^ � Z � �� W � Z �
� Z� ��� r� O �n N � �n r� ;.�� ,,.� c�� \ �� U`n U II cn �� .-. � Z� v cn
Transportation M & S Standards, CDOT Specifications, or are z a o � � o ii �, �o � X� � ii � �i o,-. w> w N W Q
included In the details. -c¢," ° ° ° ° N t° `°.. � `° - `�� - �o - `�o "' u N �� r. �`� �'r' �'� X�o^Z� z z Z°z z° "o z^z^�" . �� N W °o w CHECKED: JEB
� � co � r r co �r- �r � � ¢ z- z N ... x> �
x 2�r.F-� F- II � X �p II � O� � 00 � c0 Q II � p �� ^� � � � N �.Vl F- O O m m p7.�.i N � � N J� U_
3. AI ine En ineerin Inc. assumes no res onsibilit for utilit �- W�z o W ^�- ii � � � W o 0 0 0 0 o ii .. o �: . _ �, ��,
P 9 g� , p y y NZ-�.. w�, Z N � ►- u � � �,� �� W>� �ZZ �ZZ �ZZ � �Z � °� �� N � �� ��,: N APPROVED: KAK
� , Q3 0- �Zw..� � II cn o ow ow II Q � cnw �- �ow �ow Now °� ZZ � w �' �3 Nro f � o o N �
� locations. It is the Contractor s res onsibilit to field verif the c� z a � � o W -- W > ii w J> u W�> u > z o� � �m �m �m - � � W> �i w
P Y Y �o -> � z w-�> cn w a,z w cn z w � ...�- ,,., z o z z z c n w > > �°' �w ,.,., o z z Z � c�c o � ,.._.
location of all utilities prior to commencement of any ��z >?� o�W - ° �n?w � o w� o-W� ° W� "" g Z o �� > > o� o� o� °J z Z z o o r �- o ° - ° ��� �Z ii z � DATE. 10/30/2009
o w� w� W� W _ � W
cn w z cn ��� » � w � � ,�, �¢ � aa i- - �- z z z - � 3 � » » n.� - o
construction. - z z o-m � o ow w pw �� z z °zw °zw °zw ��- - Nw � �- z z z z ��� o�
4-x� ac�� - - o�� � � �Z ���> ��� � ZZ - o� . o>- - o� ��foo� - � . �n = �r, �� - - - - ��Z �w� zZ REVISIONS
4. All drain pipes shall be installed with the required bedding. ��� Z � �- �a�? �Q� � . - - ��� ��� ��� �� �� �
5. Elevations shown are at pipe invert unless otherwise shown. 8180 PERMIT RESUBMITTAL
6. All standard storm drain structures are sub ject to ADDED MINIMUM vER � March 4th, 2010
modification by the Engineer to meet field requirements. 8180 s18o Q ADDENDUM 1
12° SDR 35 PVC
7. Maintain droinoge oway from all buildings. WEST LH -. � 2� 3 2� (TYPICAL) 2 March 4th, 2010
8. Contractor to provide Culvert Outlet Protection (see CIRCLE ,- -- - - - - - - - - � - _ _ 3 3� ASI-11
detail) at storm drain and culvert outfalls unless otherwise 81 85LF P � - � � - - - SI- JUNE 7th, 2010
noted. 51 LF 15" SDR 35 � 2� -�py 3.9� � PR-6
9. Inlet boxes to be oversized to accommodate pipe size DATUM ELEV s�so � ' ° -- �so R" SEPTEMBER 17, 2010
where necessary. Provide AASHTO HS-20 truck Ioad rated e15o 00 3•1' � '
top slab to accommodate grate and frame for oversized sTa: � 13 50 ELEV: 8162 s 2•50� �2 S R 35
STA: 1 66.34 2•$� -2.0% 12 C900
boxes. � � oo DATUM ELEV STA: 1+3 ELEV 8161.83 ELEV. 160 81 12" C900 FIRST CHAIR
10. All Reinforced Concrete Pipe Joints shall utilize plastic � � � 8150 00
Gasket Joints which shall be in accordance with AASHTO � �o 0o STA: 2+3�.30
00 00 o c.i � ELEV: 8157.43 � STA: 2+58.13 ° o
M198 and ASTM C443 (standard specs. for joints for circular � � � � � � E�EV. 815E.76 � � ISSUED FOR'
concrete pipe using rubber gaskets) o+oo �+oo 00 °0 °� °� a0 °� � °� PERMIT SET
11. Pipe lengths indicated are slope lengths measured along
the centerline of pipe from inside face of box to inside face PROFILE STORM RUN �Q�
of box. o+oo �+oo z+oo 3+00
12. Drainage facilities must be inspected and maintained as SHEET TITLE:
required to assure the facilities are functioning properly. PROFILE STORM RUN �B� STORM SEWER PLAN
13. Contractor shall comply with the terms and conditions of & PROFILES
the CDPHE Stormwater Permit.
GRAPHIC SCALE SCALE: 1"=20'
zo o ,o zo ao eo SHEET NUMBER
( IN FEET )
■
1 inch = 20 ft.
P\TOV08001\dwglMaste�lNDL-FirstChair-STORM dwg,9/16/2010 11 04 30 AM,babcock
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� �� /' \ ' _.._ ' � \� t`�. � ` � \ f� \ ��. ' � i� ` ' t _�- � I i� M� V�V I� !'�\D GEiLy • � I � �� I , �
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EXISTING GRADE PROPOSED TIE INTO EXISTIN PROPOSED EXISTING PLANTER
AT BACK OF WALL FINSHED GRADE WALL PR-6 FINSHED GRADE TO BE REMOVED
8180 TOP OF ALL (TOP OF WALL)
8176 i , . � 2.0 4 Z-..--- 4--J' 8168
' -?- - -- PROJ NO 17030.00
8172 - -- - � 8164 - -
DRAWN JEB
�
, 8168 ' --- - 8160 . CHECKED. JEB
� EXISTING � RADE OR �PROPOSED
8164 8156 -����RABE---pF�q-Ri��R APPROVED KAK
DATUM ELEV IMPR OV EM N T S A T F A E O F W A L DATE 10/30/2009
8160. DO PROPOSED DATUM E'LE'V CB6TT�-��XP�SE a��L
� REVISIONS
FINISHED GRADE 8150. 00 � � � �,,� � � PERMITSETRE-SUBMITTAL
(BOTTOM OF � rri d- � r� r,,,j �ADDENDUM #1 03/04/10
�t- o 0 0 � r� o r� � cfl c.o c� c� �
� o EXPOSED WALL) o N � ,,� ' r.,�
co I� I� I� co c� � I� �
r '- o0 oTo ao 00 � 2 ADDENDUM #2 03/04I10
o�o ao � o0 00 0o ao o ao R_ PR-6
PROPOSED BOTTOM PROPOSED TOP OF O-f-OO 0+89,7g SEPTEMBER 17,2010
OF EXPOSED WALL EXPOSED WALL 0 OZARCHITECTURE
ELEVATION ELEVATION �
o+oo , �+oo PROPOSED MSE RETAINING WALL __ _
P OPOSED MSE RErtAINING WALL (WALL #1) GRAPHIC SCA�
(WALL #3) �►�,T`���
ISSUED FOR.
� o ,o ,s 20 - PERMIT SET
� IN �� � THIS PLAN IS FOR GENERAL INFORMATION
PURPOSES REFER TO PLANS PREPARED SHEET TITLE:
' GRAPHIC SCALE PRELIMINARY
BY TERRACON FOR ACTUAL WALL DESIGN. RETAINING WALL
,o o s ,0 20 40 PROFILES
SCALE: 1"= 10'
( IN FEET ) SHEET NUMBER
1 inch = 10 ft
■
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P\TOV08001\dwg\Master�NDL-FirstChair-WaIlProfiles dwg,9/16/2010 11 05 47 AM,babcock
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d �
4" HOT BITUMINOUS PAVEMENT ` O . � --�.--- -y� , , a a
Install W2.1 x W2.1 6 x Instali Mirafi 140N above f` ` � "_ ` -' 4`�, � �
6 Welded wre Fabric. Tie g p REFffi TO MECHANICAL FOR 3NOWMELT ZONE3 AND `' `' �=� ° v ' `` ` °
snowmelt tubes to WWF snowmelt tubin and WWF rior _ __ - � , a
to placement of 4° ABC AFlEAS. CONTAACTOR TO PROVIDE PIPING LAYOUT PER � �--� � { I'� \
�
MANUFACTURER'S RECOMMENDAl10NS AND SUBMR TO ,�,, d r '� ° � � �' ° � °a aa
Snowmelt Tubing � a � < � n a
per Mechanical ARCH., MECHANICAL AND CML ENGINEERS FOR REVIEW. ,% `�a , ° ', '' ,
�f - � =� a �, 4 ' ,
4 a J � a '� , 1 a ° a O
4" ASPHALT 4" HBP pT f- a DT 4 , , � f , � a Q � �flCHITECtUflE
v INCREASE CONCRETE THICKNESS TO ' �
4" Class 6 Base Course NOTE:CONTRACTOR SHALL PROTECT � a „ ,
7" CLASS 6 SNOWMELT TUBING AT ALL JOINTS d , 7 WHERE IT IS ADJACENT TO ,�
BASE COURSE � � , CONCRETE PAVING ' '
3" Class 6 Base Course IN CONCRETE PER MANUFACTURER S a a � t � ` 1805 trl treet
RECOMMENDATIONS. � a �� �
Suite 2054
� %% / � � �/� / / / /% / � � �� /� � oT � �'T � �� ��°�°� � Boulder, Colorado 80301
� °
PR-6� �\\ i� �\ \,��ii� ��\ii�i \���\ii�i�\�� i� \� \ - � � °o° - - - - - -
0 �i \ , i � \ , �\ � ,\ � _
��\ ' �\ ' � ' � ����� ���� � ' ' ' ALL CONCRETE WITHIN THE TOV ' � �, �-- - ,- - r � , - , � �,�;- phone 303 449 8900
� ,
° ' RIGHT-OF-WAY SHALL BE CLASS P ,� ,-;" - ' - -
� Subgrade LEGEND I � _ 4 -- -F'� NLET D NISOURB & GOITN�TR AROUW�{Af�R#1 ` J . / ;, ;.
FOR FIRST CHAIR ASPHALT a � , OR EQUIVALENT � %;
� AREA EAST OF GATED PARKIN , f- - , , , ,
1 Sub rade to be roof rolled and witnessed by Engineer or Geotechnical � �T Q - `,1 �,XIT a�„s_ � , I ' � - ,
LOT AREA ONLY 9 P DT , ' ;;'���/
n ineer. � < < � �_�. ': '� -
9 � \�� 105 - _i-"-�_.. 1 , , ,, ..
2 Use Wirsbo tubfng and related products. n n, 11ED LONGITUDINAL CONTRAC110N JOINT a W =-_ __ � `,', �`�___�___ � ► I � , � - CONSTRU,CT:sCONTRA�CTION�-' �
3. Installer to refer to Wirsbo Complete Design Assistance Manual and comply (N0. 4 BAR X 30 EPDXY COA7ED, I a a � <_� , ,�,��i�,},�^�,' �-�___ � `
with manufactures recommendations for all snowmelt related construction ,. - �,� EC - � � , JQINTS AS� SHOWN D- AS ALPINE
GRADE 40 STEEL � 30 O.C.) �-- �--�- -�-
regardless of what AEI plan or detail shows. I - a � �,� 106 � : __ �
C� � DETAILED` (.TYPICAL
4 Purpose of welded wire mesh is to tie down tubing with "zip ties" -DT DT O� � 4 � I - � � x ` - � � __ -
DOWELED TRANSVERSE CONTRACTION JOINT � �� � � --%� ;� -
5. Contractor shall protect snowm elt tubing from punctures. ` � _ --- G < � ; ,'% - = -
� 6. After placem ent & com paction of base course contractor shall pressure (1'� X 18" SMOOTH, EPDXY COATED GRADE _ _ �� � _ _ - - �� ; , , , - ,, , , ' , , - _ _
tes t snowme l t tu bing & repair any damage d araas. 6 0 S T E E L � 1 2" O.C.� � � 1� � � � � , ' � , _
7. Fill snowmelt tubes with cold water while placing asphalt. � \I� ' �.�- ��------ '� '; " ' . � - -
-TLC TLC 11ED LONGITUDINAL CONSTRUC110N JOINT IW �_ - `' < < `� % - r : � / � � ENGINEERING INC
(N0. 4 BAR X 30" EPDXY COATED, GRADE _ -�'� � � ' `�� , � EDWARDS BUSINESS CENTER
40 STEEL � 30„ O.C. < < � 34510 US HWY 6 P 0 BOX 97
ASPHALT DRNEWAY SNOWMELT SECTION � - \� �� , �, - � EDWARDS, COLORADO $,632
Scale: N.T.S. - - - - - '� - - � EXPANSION JOINT . r � 1 <I �` o0 0, 970 926-3373 FAX 926-3390
NOTE: INSTALL TRAFFIC RATED I 9 ''I� I /� SCALE 1" =10�
INSULATION TO SNOWMELTED _ �-� ,c
PAVEMENT DETAILS IF OWNER ALL CONCRETE WITHIN THE TOV RIGHT-OF-WAY SCALE 1" - � '�� � ��� ' �
REQUESTS. CONTACT AEI FOR SHALL BE CDOT CLASS P OR EQUIVALENT - ,
DETAILS. 6" Concrete ABOVE tubing per � �� AI
GROUND (10-27-a9) ��8" OINT LAYOUT AT GAR.AGE ENTRY �'��'�
J JOINT LAYOUT AT SITE ENTRY � '�
e 4 g a " ♦ a � a d � d ^
7" CONCRETE ° < , ' " ' ° ' . • � ° � „ � � �►
. ° ° a . ° ° � SNOWMELT TUBING (APPROX. �/8 a ^ , a a 1 4" BELOW SURFACE `�
� DIA.) RE: MECH. TIE TO WELDED , / /
� � � � � � � � �� �� � � � � � � �� � WIRE FABRIC (6 X 6 W1.4 X W1.4) a ° ' � �
�e,�-
%,\�\/�\/\/\/\/\/\i � r\/,\/\/\/\/\/\ \\�\ \\// AT BOTTOM OF CONCRETE �/4 � d °° a � ' ° � D " °: �Q . . � . a 'e • .
.�/ �� �� ��\� �.�/\�/,\�/.��' ' •' S�I�CAI� %� �7 ' • • 4• ��� �a.�r
�, � �, � • � . . _ 11E-�ARS •°SEA�APt'f �• / ,1/4" 1�.� • �., �a � ' .4 � �3 �
�\,�� � . - (6(�
SPACE JOINTS PER TECHNICAL SPECIFICATIONS AND AS SHOWN ON DRAWINGS 'a • 30 CZRS , � _ .. . � �• .a � � `�
Suitable Compacted Subgrade 6" A re rate Base Course T � °�� ' T ,, � � �' ' ` " ' • T ` • ' � ' ` �
(See Soils Engineers Recommendations) Com gacted in De th as CONTRACTION JOINTS .• d 15 t5 ` � T�2 �' . '° '• a• ' ' �� ' 'a < ' � '. , Install Y2" expansion
P P . a � p • �' . , • , , ' �, �a PREFORMED� ,. , � , � <� joint between wall
Specified on Plans ' a . � . . -
SEE LANDSCAPE PLANS FOR COLOR and Details S I D E WA LK, C U R B I N G 8c P A VE R B O R D E R J O I N TS 4 � . d • 'v , � ° /v MATER AL '` � ° � ° � �°.. and drive (and at
AND SURFACE FlNISH REQUIREMENTS NOTE: WHERE CURB & GUTTER ABUTS CONCRETE DRIVE/SLAB MATCH •n� �� . � '^ ' .,1 � ` ` �° " end of wall)
CONCRETE THICKNESS OF C & G TO DRIVE THICKNESS LONGITUDINAL CONSTRUCTION JOINT � �3/4 CONTRACTION JOINT '
EXPANSION JOINT • �
�-�/2� . . � �
SNOWMELTED CONCRETE DRIVE and SIDEWALK IN TRACT C '�-6� 4-��2n • - .. _- � �: � � : n _ , tr
5 <: ,� . II � �
/��i��/i ' ' , 'a _ �' � + •` <•` �-
1.5° ��/,��/��\ �\\•\\ .'-- , - SEE DOWEL SPACING • . � - ;' °. . �
O �_ . O . .�.. 9� .�,. � f �
SUB1B SNOYYIIELT SHOP OWNMNGS'ro AEJ. 11�di11NICAl.EIICNEEit AND 'a 6° T ` i � ON PAIAN VIEYVES �r•a 15" '� 15" �.• �
., T � O
ARCFWfFJCr FOR REVIEIM TD SFIOMII 1,00PIN6r ZONES, 11�NPOL,D6. E7C. • � . •� �
� _ � , -� '" ,�� T/2 T12 0' CTRS. . �
s° '�°° �--- -<-°-°__�, a 3a ° '• a ".- . � •, � � .nE ea�s • % ••° EXPANSION JOINT AT WALL O
SEE LANDSCAPE PLANS ° a ° , RIGID WELDED °� • ♦ ,
80mm PAVERS FOR TEXTURE AND FlNISH a e a WMELT TUBING- LAYOUT TUBES ASSEMBLY (SEE PLAN VIEW ABOVE FOR D(PANSION � v
AND (�" MAX. OR PER OF CONCRETE BANDS PER MECHANICAL/SNOWMELT DESIGN. �T � JOINT LOCATIONS)
PAVER MANUFACTURERS ALL CONCRETE WITI-IIN THE TOV � INSTALL PER MANUFACTURERS DOWELED TRANSVERSE LONGITUDINAL CONTRACTION JOINT � "
INSTALL 18° GRADE 4� #4 1•5� 7' RECOMMENDATION) � 5' RIGHT-OF-WAY SHALL BE CDOT RECOMMENDATION CONTRACTION JOINT �
TIEBARS AT 30° CENTERS CLASS P OR EQUIVALENT TYPE I LONGITUDINAL WEAKENED
AT MID-DEPTH OF SUBSLAB , „ CONTRACTION JOINT 6" CLASS 6 ABC � PIANE JOINT) JOINT SEALANT � �
_ �D � �P � Q r Q ` Q ""�o � -o � 3.5 CONCRETE NOTE: INCLUDE TRAFFIC RAIED ��ICAL) �_�/2„ JOINT DETAILS JOINT SEALANT
�,,� ' jo _ _ ` Q ' p ,�4,� '° ; 6" CONCRETE �NSULA710N ON SNOWMELTED PAVEMENT 1'-6" 4-1/2�� --I I--1/4" 3/16" � >
I �
� AEI FOR IDEOWNSR REQUESTS CONTACT / ����,�\,������/�� R_ INLEf BOX a ° a � a ° ° ° a ° < , a 4 ° c p d • a °
° e a
/�\/� � d � �
6 COMPACTED ABC < � A <a.
5 _ O A A BACK OF CURB a a �nd a d a a 3/16 �/'f� " d
' � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SNOWMELT TUBING (APPROX �i�" DIA.) 7 � a 6° � - ° 1" MIN � �4a a � MIN <
i��/\�\�\�/\ ��/\ \�/\�/��/\�/\�/\�/��/\�/\�/��/��/\�/\�/\� RE: MECH. 11E TO WELDED WIRE FABRIC 1.5" O a � a , , , -�- °' ,° T�3 ° °°d ,-, , da
Suitable Compacted Subgrade ��\/\ ��\i\�� �j\ �/�����\��j\��/\�%i�\/��\/\�\/\�i\��\�\%��\/j�%j� (6 X 6 W1.4 X W1 4) AT BOTTOM OF Q �- ° d � 3 � � � � � � � a ° � ° e a ° .a � ° a ° ° a a < � m "
(See Soils Engineers Recommendations CONCRETE a�_ • _a4__�__-�Q a , GUTfER a a ¢a � � � � � � � 1� �EXPANSI N JOINT ° ' a d d Q a a ° a ° < °a ° aQ e
$I- -" T � SNOWMELT TUBING- LAYOUT TUBES ° ° d
VERIFY SNONMELT IUBING (SQ� SPAiCNG. ��� � ��� � 6 ° � ° a° � PER MECHANICAL SNOWMELT DESIGN °_ a a d ° _ d ° ^ °° <, � a
3 8" � BACKER f�OD
• ° � < t,(2 0 6ACKER�ROD a a <
� ` INSTALL PER MANUFACTURERS = +� e , a � a A < a °
7YP� W/SNOWAIELT CONSULTMtr PI.AN i01/ E-6WL 3-17-10 �-= 12 M� _ � °
1" WEEP HOLES IN CONCRETE 24" OC R�COMMENDATION EXPANSION �IOINT ° ° �
WITH MIRAFI COVERING HOLES AND AT LOW POINTS. � ` - -
TYPE (I s° c�a,ss s aac --_- - � , "„ _ -- �
P�OPOSED ASPHALT ��;�.s�-� SEAL AT � �
SNOWMELTED PAVER SIDEWALK IN TRACT C SECTION 6� VERTICAL CURB AND GUTTER (SITE) � - - i=-_����:� ���WW��������� CONSTRUCTION JOINT SAWED JOINT
"� � NOTES: Scale: �° _ �'-o" CURB INLET BOXOUT
Fc- 1. BACKFILL SEE DETAIL OF CUT FlLL SLOPE ��R JOINT SEAL DETAILS
� , „ / SEE LANDSCAPE PLANS FOR COLOR � p
2. S L O P E A T 1 P E R F O O T A N D S U R F A C E F I N I S H R E Q U I R E M E N T S 8 M I N A P R O N 1/4 R E C E S S
DELETED CURB AND 3 i-�/2" RADIUS TYPICAL
R E F E R T O M E C H A N I C A L , 4. SLOPE TO MATCH ADJACENT PAVEMENT °' a a d ° � ° a %;, ���
GUTTER WITH � 5. PAVEMENT, SEE TYPICAL PAVEMENT SEC110N d a a ' �� IMANHOLE
FOR SNOWMELT ZONES 6. SPACE JOINTS PER TECHNICAL SPECIFICAl10NS AND AS SHOWN ON DRAWINGS 4:1 TAPER
AND AREAS. C O N C R E T E M E D I A N �. SLOPE AT 1/2" PER FOOT TO MEEf APRON y � A L L C O N C R E T E W I T H I N T H E T O V PROJ. N0. 17030.00
DETAIL 8 DO NOT INSTALL SNOWMELT TUBING IN CURB & GUTTER OR RIGHT-OF-WAY SHALL BE CDOT
PANS IN TOV R.OW. EXPANSION JOINT �Z� MIN OUTSIDE OF INLET BOX DRAWN. JEB
9. WHERE CURB & GUTTER ABUTS CONCRETE DRIVE/SLAB MATCH CONCRETE CLASS P OR EQUIVALENT
4" HOT BITUMINOUS PAVEMENT THICKNESS OF GUTTER TO DRIVE THICKNESS
SECTION A-A CHECKED• JEB
INLET ISOLATION JOINT (SEE PLAN VIEW FOR WIDTH)
APPROVED KAK
4" ASPHALT Concrete sidewalk/bike
Bottom of tooled or Path re:landscape for DATE: 10/30/2009
Existing or proposed curb and gutter sawcut contraction joint. texture and finish
6� CLASS 6 o v v o 0 0 0 0 0 0 0 0 0 0 0 0 (see plan VIeW f0� �OCdtIOn of each)
BASE COURSE Curb/gutter and pans adjacent to Provide clean vertical face � 5„ REVISIONS
ALL CONCRETE WITHIN THE TOV RIGHT-OF-WAY TOV streets are unheated. See plan on back of existing curb PERMIT SET RE-SUBMITTAL
� � / / / SHALL BE CDOT CLASS P OR EQUIVALENT SI- view and details, this sheet, for size prior to pouring sidewalk. 2�
/ �% / � � %�\ � � �� �� � � \ � / /�� and t e of curb & utter. `� e w 1 ADDENDUM #1 03/04/10
��\�\\/� /\//\����� /�j�\��/\j j\��\�/\/\//��\\���� \/��� 80mm pavers over 2" sand . YP 9 . ` . . � � �°_-._--�- �.�
--�-------5--»-__...�.---�-
� \�/ , \ 2.5 VERTICAL TYPE I - �-- ,
and tubmg. Re Landscape CATCH PAN IF PROPOSED � > R > 6 ' 4 � ` � , �° a ° ° ° °
Subgrade 8' plans and specs for paver � � j a p b , � o a s ° P ' 4 �>j �ADDENDUM #2 03104/10
detads. °a 1 ° , • p° n 4 ° �,. ° �� a> ASI 11
� ` SI- � JUNE 7th,2010
� �-1�2� 4-1/2 INSTALL WELDED � tr ' �
ASPHALT SECTION (WEST PARKING AREA) 2�-�� WIRE FABRIC Install Dimex EdgePro Max paver _-___ _= �a e
°� -a - , � o 0 0 0 0 0 0 0 0 � pR-6
2.5' VERTICAL TYPE I �% / restraint (or engineer approved � ' ° , ° ° ° ° °6" CLASS 6 ROADBASEj ° ° ° ° R
CATCH PAN p //��j/ e q u i v a l e n t) p e r m a n u f a c t u r e r's ' a � tr ° m ' � � m a o o O o SEPTEMBER 17,2010 ;
1" PER FT ��� . < � < /�\/�\i recommendations and requirements. e a a
a a \//\//\
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C� C
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ALL CONCRETE WITHIN THE TOV RIGHT-OF-WAY � p //��\ S� � ISSUED FOR
SHALL BE CDOT CLASS P OR EQUIVALENT � ° ° ° ° ° °a ° ° ° /��j��j��j��j��j \��j��j��j�\��j��j��j��j��j��j��j��\� DELETED PER TOV B.P. � \ \ \ \ \\ Subgrade (typ) PERMIT SET
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SEE LANDSCAPE PLANS FOR COLOR \� \� \� \� \ \ o 0 0 \� \� \� \� \� \�� \\�,�\�,����` �\ .�\ �\ �\ ��
AND SURFACE FlNISH REQUIREMENTS ��������������������� � � �������������������
4s` c� as• ���i\��j\��j\�jj�j/�\j�j j j j�j j�j j�j j j j j j\j\�j��\/ Compacted 6" compacted Class com Pactionaser so Is en �neer's recomme dat ons tand re uirements
��� 3.3' 2. QQ ��\��\��\��\��\��\��\��\���� Subgrade 6 Base Course THE SNOWMELT SYSTEM SPECIFICATIONS AND p P 9 Q
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EXISIING HBP -a-T__�___ a r � ___ �_---- PROPOSED SNOWMELTED DESIGN, INCLUDING THE SIZE, SPACING, SHEET TITLE:
° a e -�--°__ _- --- . ° a° ASPHALT (SEE DETAIL ABOVE) LOCATION AND METHOD OF ANCHORING THE GENERAL NOTES: HARDSCAPE DETAILS
a , ° � , ° ° 1. On curves 3' and sha er, curbs and curb and or utter are to be laced on the arc of the
"� '� � K , ° ° � a ° � ",! TUBING, ARE BY OTHERS. curve unless otherwise noted on plans. A maximum chord length of 10 feet may be used when the
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6° COMPACTED � ,� per TOV . `? CONTRACTION JOINT 2. Curb & gutter and sidewalk concrete shall be CDOT Class P
CLASS 6 ABC � �� (TYPICAL) UNHEATED CURB /GUTTER W/ ATTACHED 8' SNOWMELTED PAVER SIDEWALK 3 A tooled joint is required whether the curb and sidewalk are poured seperately or monolithically. SCALE:VARIES
, PER TOV � � � � . of anchornW the tubnm arecb cothe s.�nd design, includmg the size, spacing, location and method
; "°t t° S�°'e (Section in W Lionshead Cir-Landmark to FC driveway) 9 9� y SHEET NUMBER
CONCRETE PAN at W. LH Circle connection 8' WIDE-2� DEPTH CONCRETE SIDEWALK/BIKE PATH SECTION
"°t t° S°°'e IN W LH CIRCLE (north of entrance) '
P\TOV08001\dwg\MasterlNDL-DETAILS dwg,9/16/2010 10 54 00 AM,babcock
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A L L S I G N N A M E S P E R M U TC D 1805 29th Street
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I � I�� �" � ✓ �_ � � . I � PERMIT SET RE-SUBMITTAL
I �� j ' - ' t� .� r. �'= � �ADDENDUM #1 03/04/10
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ARROWS, LETTERS & STOP BAR ON � o I �► I ;��� F - - � R ���� �� �,,,, � DADDENDUM #2 03/04/10
�___ -��'`, I /� PR-6 -—
WEST LIONSHEAD CIRCLE TO BE i � ii f� __ _ -� (��11DMARK TO
THERMOPLASTIC MARKINGS, ALL 2 � � � j �� __ ___ __ J - � �_����_'_ � _ , � r PR-6 SEPTEMBER 17,20�0
OTHER MARKINGS SHALL BE DONE � � I ►► _______ --�------__J L--------- �` __ � ► _ _� l ` 0 OZARCHITECTURE
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WITH REFLECTIVE PAINT UNLESS ► - I ���� _� ►-- --- l _ _ _ ! - _ � _
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OTHERWISE DIRECTED BY THE TOWN � � � I ��,� --------� `- - - - � `!� /�;� � - � FIRSTCHAIR
OF VAIL. � ` � - -
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SHEET TITLE:
SIGNAGE AND
STRIPING PLAN
GRAPHIC SCALE SCALE: �" = 10'
zo o ,o zo ao ea SHEET NUMBER
( IN FEET )
1 inch = 20 ft �
P\TOV08001\dwg\MasterlNDL-EHU-SignStnpe dwg,9/16/2010 11 02 14 AM,babcock
C�i�.�rPH I G ��C��ND
PLANT L�GE�(�7-TREES/SHRUBS/ORN�4MENT�L GR�S5�5
SYMBOL DESGRIPTION
KEY GtTY BOT�4hlIGA�L NAME GOMMON N?�h�lE 51ZE NOTES �
25 �VERGREEN TREES 5EE PLAN FOR � EXISTING FIR, SPRUGE OR PINE TO R�MA�IN.
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PPS �2 PIGEA PUNGEI�S GOLORP�L)O SPRUG� b'-12' HT, SPEGIPfG LOGATIONS OP %\� 5E� SURVEY FOR SIZES
PAB 3 PINUS ARI5T�ITA� BRISTL�GONE PINE 6'-S' HT. 6', 8', 10' AIVD 12' TREES �
2� DEGIDUOUS TREES --� RflCNItEC1UflE
MA�TGHED 5ET W/ �
FNF 2 FRAXINUS NIGRA 'PALLGOLD' PALLGOLD ASH 2 5" GAL, 6' BRANGHING HT
PTA 21 POPULUS TREMULOIDES �45PEN 2"-3" GAL ( � EXISTING 1�5PEN TO REMAIN.
� / SEE SUR�/EY FOR SIZES.
28 E�/ERGREEN SHRUB5 --� 1805 29th Street
PKM 5 PINUS MUGO 'SLOWMOUND' SLOWMOUND MUGO PINE 6 GP�LLOh! �� EXISTING TREES TO BE REMO�/ED Suite 2054
PPD 3 PIG�A PUN6ENS 'GLOBE' DWAR� GLOBE SPRUGE 6 GALLON + � �O�D �oulder, Colorado 80341
PPG 10 PIGEt` PUN6E1�5 'GLC7B05A' GLOBE 5PRUGE 6 G�4LLON � �ON 1 �� phone 303.449.89��
.1GG 10 JUNIPERUS SABINA 'GALG�4RY' GALG,ARY GARPET JUNIFER 5 GALLON \ SNOW STOR?�GE ARE,4 (3,530 5F. Pf�OVIDED) ���I �
132 E If�U U S�+RUBS � �O
GSG '7 GORNUS STOLONIFERf� 'GOLOR�DENSE' GOLORADO DOGWOOD 5 GALLON i � /
GLP 13 GOTONEASTER LUGIDUS PEKING GOTON�ASTER 5 GALLON � � � � � �
PAR 2 PEROVSKIA �TRIPLIPrJLIA RU551AN SAGE 5 GALLON -- — ' � � /� \ r — —
SNB '1 SAMBUGUS NIGRA 'BLA�GK BEAUTY' BL�4GK BE�UTY ELDER 5 GALLON � � � � / \ � �� �� macDesign
505 20 SYMPHORIGARP05 OREOPHILUS MOUNTAIN SNOWBERRY 5 GALLON � � ' _ � — � / 1 �
PFK 12 POTENTILLA FRUTIG05A� 'K�4THRYN DYKES' KATHRYN DYKES POTENTILLr4 5 �ALLON � � � � � � _ — _ — ' _ J/ � / � I �y � d� LANDSCAPE
PXG 6 PRUNUS X G15TENA PUFZPLE LEaP PLUM 5 GALLON � ,- � � � � — � � , �,�, I Q � � ARCHITECTURE
55U 63 50RB�4RIP� SORBIFOL�A URAL �ALSE 5PIREA 5 GALLON ` � � 1 � f _ _ — ' 1,2 _ -- � ' _ I PPG � � � � ��•�� � , — � F � � �
VLM 2 VIBURNUM L,4NTANA MOHIGAN MOHIGAN WAYFf+�RING TREE 5 G,4LLOhl ` J � , I _ — , .-g , _ — — � �nG ,.-- . .'.'.�.� � � �
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161 ORNA�h�IENTAL GRA55ESNINES � _ � � � � � _ _ � � 2 P —� �` � , • .`���� �/ P O BOX 6446,AVON, CO 81620
' � LIMItS OF 970.513.9345
PAP 55 PHALf1R15 ARUNDIUAGE� 'PIGTA' RIBBON GRA55 I GALLON I� _ — '" — � � � � � _ �-p 2 55 �5 PP5 I `.`/'� � � SNOWMELT
HSB 80 HELIGTOTRIGHON SEt�tP�RVIR�NS BUJE AV�NA GRA55 I GALLON / — — — — — — — _ _ _ _ � _ _ — -" �SPW?�LI P-A'I'H� � � — — � � ^ ;�6;�.,�IGG•
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h�fSG II MISG,4NTHU5 SINEN515 'GRAZIELL?�' 6R/hZIELLA MAIDEI� GRA55 5 Gf�L.LON / / — — — —� � � _ - — _ �,P� ' ..`. .� . .+ v. . , f . � / � �
GN I5 GL�MaT15 TERNIPLORA SYV�ET AUTUMI� GLEMATIS I GALLON � 'O ' — — ' '• •`• - r•�� -� BOLL?�RD
l � � � � � / � � � � ' � / ' - /� ��� r . . - .' `�'.-�. , �� / LIGHT PER � .
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RIVER ROGK GOBBLE BORDER/EDGE ON 0 — — � � ' � � / ' .-: ` ' ��
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S, EXI5TIN6 TREES 70 REMAIN 5HALL BE PROTEGTED WITH 5EGURm STRAW BAL�S AND/Gi S WRAP5 Ot�5NOW PENGE PER TREE.A 6'F�NGE 2 �o ��h �� �� 6° �y R T ER . 2 3 � � �
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b. FURNISH AND INSTALL 1bl.ANT MATERIAL A3 NOTED. ALL PtANT MATERIAL 5H,4LL SE AP1°ROVED S1'OWMEIZ'S RtEPfi�9ENTATIVE PRIDR 0� � �� �2�� �2�� P YE VENETIAN 5TO1�1E- BI�E 612E BI3E BI�E BISE BI6E BI�E � �
TO INBTALLATION. SHCULD A 1�I5GREPANGY IN QUANTITIES OGGUR,PLANT QUANTITIES ON PLAN SHALL TAKE PREG�DENGE DVER TH05L 1 �� �� c'�„��;,�
IN THE Pl.F�NT SGIiLDU1.L'. � � �/ 6 �2 }�� 6 X6 PAYER � L.i.
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8. PLANTIN6 B�D5 SkALL GON515T OF OR6ANIG MULGH�D6�D WITH STEEL ED61N6.MULGH SHALL 6E SHREa17ED GEDAR AT 8'DEPTH,EXGEPT B END ' `"� � � h� �
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51TESGAPES #EG2-O'1-5M (I) Tubing -Z 8/8 x .154 YVall Steel Tubing �
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18. LANI�SGAPE GOFlTR�4GTOR SHALL CAORDINA'TL NUTH OYVNER/ONW�R'5 REPRES�NTATIVE TH8 Af'PFiOYAL OF RINI9M 6RADL5 PRIOR TO
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20. ALL SOUL.DERS 5HALL RAN68 IN SIZE FROM B'-6' IN DIAME7ER BOULbERS T4 BE GORDILLERA/1tGD 5KY YELLOW OR APPROVED�QUAL.
ALL BOULDERS TD BE APPROV�BY LAND5GAPE ARGHITEGT.
21 ALL LANDSGAPIN6 SHALL BE IRRI6/+�7ED BY AN AUTOMATIG UNDER6ROUND IRRI6ATION SYS�'EM TEMPOR,4RY IRRI6ATION OP NATIYE 6R/M55
AREAS MAY 8E INSTALLEI�ABOVE 6ROUND,OR tA�tl78R6ROUND,AS 3�IREGTEfl BY OWNEI2'5 REP.SEE IRRI6ATION PI.�4N AN1�1�ETAILS 9HEET5
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Z2. LANDSGAP�GOMTRAGTOR�vFIP�LL 5U6MIT A WRITTEN DOGUM�NT RE6ARI�IN6 IT3 POUGY ON PLANT 6UARAN'TEE A�D REPLAGEMENT TO THE
OWNER.EAGH 6UARANTEE 5HALL GONFORM TO THE MINIMUM 5TANDARD OF REPLAGIN6 ALL MA1'�RIAL INGLUf)IN6 LABOR,aUE TO 51GKNE55,
flEA7H,Of2 UN5ATi515FAGT012Y GONDITION OF A PL4NT POR A PERIOD OP�Ol�YEI4R FOLLOWIN6 tHE PLANT'S INSTALLATION.
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SHEET TITLE:
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SHEET NUMBER
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, SECTIO ECHNICAL NOTES SECTION 2 MATERIALS OS Shear ectors B grade shall be ined by the Ge chnical Engineer to firm that the actual C inished grading at the to f the wall should sitive drainage away from the
foundation conditions mee r exceed ssumed design assumptions a minimum retaining wall system to preven fdtration o ater into retaine oils which may increase
1 Descnption 2 09 �efimtions• A ear connectors shall be 1/2 inch dia ter ermoset isopthalic polyester sin- ruded shall be proof-rolled before c str ion proceeds Subgrade condifions t m ing the lateral pressures on the structure
iberglass reinforcement connecting pins equivalent to prowde connec between required strength shall be remov and replaced with acceptable matenal
The work shall consist of furnishing and constructing modular KeyStone block and Strata geogrid A Structural Geognd — a Strata geogrid formed by a regular network of integrally connected vertically and horizontally ad�acent units 3 10 Qualitv Assurance
retaining wall systems in accordance v�nth this technical scope of work and in reasonably close tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, C Over-excavated areas shall be replaced with compacted granular backFdl material or soils
conformity with the lines, grades, and dimensions shown on the Grading and Drainage Plan for First rock,or earth and function primarily as reinforcement B Connecting pins shall have a minimum flexural strength of 128,000 psi and short beam approved by the Geotechnical Engineer to the lines and grade shown on the construction A Quality Assurance and Special Inspection for the pro�ect, shall be conducted m accordan e
Chair, by Alpine Engineenng, Inc, Sheet No C1 03, Pro�ect No 17030 00, rewsed dated May 14, 2010 shear of 6400 psi drawings with the applicable portions of the Uniform Bu�lding Code, International Building Code an R R C H I 1 E C t U fl E
B Geotextde—a spun-bound non-woven engineering fabnc intended for tensde reinforcement the Building Construcfion and Safety Code, NFPA 5000, or as required by the governing
1 02 Work Included• wit}i high filtration and permeabdity characterisfics C Connecting Pins shall be capable of holding the geogrid in the proper design position during D Granular backfill shall be placed in loose lifts not exceeding 10 inches in thickness, building department
backfilling compacted to a minimum of 95 percent of the maximum density as determined by AASHTO 1805 29th Street
A Furrnshing KeyStone segmental concrete facing and cap units as shown on the construction C Segmental Concrete Facing Block Units — KeyStone Century segmental concrete facing, T-99 or ASTM D-698 The moisture content of the backfill pnor to, and during compaction B All Special Inspectors shall be under the superwsion of a registered engineer
drawings machine made from por�and cement,water and mineral aggregates 2.OG Base Levelinst Pad Mater�als and Unit Fill for Block shall be uniformly distnbuted throughout each layer and shall be within a range of 2% below, Suite 2054
to 2%above optimum moisture content C Testing and inspection sernces shall be perFormed only by trained and experienced Boulder Colorado 80301
B Furrnshing Strata structural geognd reinforcement as shown on the construcfion drawings D Cap Unit—a KeyStone segmental concrete cap unit A Base Leveling Pad Matenal Material for leveling pad shall consist of compacted sand, personnel and experienced technicians currently qualified for the work they are to perform ,
gravel, crushed rock or any combination thereof(use soil types GP, GW, SW, SP or SM), a 3 03 Base Leveling Pad• phone 303.449.g9��
C Furnishing Contech C-60NW geotextiles as shown on the construction drawings E Subdrain — a combined system of slotted pipe, geotextile fabric and gravel, prowded for minimum of 8 inches in thickness, constructed to the minimum dimensions shown on the D If Special Inspection is prowded by anyone other than the Engineer of Record, the
internal drainage behind or below the reinforced backfill construction drawings Non-reinforced concrete may also be used A Leveling pad materials shall be placed as shown on the plans, upon undisturbed soils or qualificafions of all speaal inspectors shall be rev�ewed and approved by the Engineer of
D Stonng, cuttmg and placing struch.�ral geogrid reinforcement as specified herein and as compacted subgrade,to a minimum depth of 8 inches Record
shown on the construction drawings F Unit Fdl/Drainage Gravel—granular fill which is v�nthin the segmental concrete facing units B Unit Fill/ Drainage Gravel Fill for urnts shall consist of clean 1" mmus free-draining well
graded crushed stone or granular fill, meeting the requirements of the following gradation B Leveling pad matenals shall be compacted to prov�de a level hard surFace on which to place E All work requiring Special Inspection shall be made available and remain accessible and
E Excavation, placement and compacfion of unit wall fdl and backfill material as specified G Reinforced BackFill—compacted soil which is v�nthin the reinforced soil volume as outlined on tested in accordance with ASTM D-422 the first course of units Leveling pad matenals shall be compacted to a minimum of 95 exposed until it is observed by the Special Inspector
herein and as shown on the construction drawings the plans percent of the maximum density as determined by AASHTO T-99 or ASTM D-698 The
Sieve Size Percent Passing moisture content of the backfill material prior to and dunng compaction shall be uniformly F Duties of the Special Inspector
F Erecfion of KeyStone segmental concrete units and placement of structural geogrid and H Foundation Soil—compacted or in-situ soil beneath the enfire wall 1 inch 100 distributed throughout each layer and shall be within a range of 2% below, to 2% above
installafion of geotextdes 3/4 inch 75-100 optimum moisture content 1 The Special Inspector shall observe the work requinng special inspection for 1��rr�co�
I Leveling Pad—a level compacted gravel or non-reinforced concrete footing upon which the No 4 0-10 conformance with the approved design drawings and specificafions
1 03 Reference Documents• first course of segmental concrete faang units are placed No 50 0—5 C Leveling pad shall be prepared to insure complete contact of retaining wall units with the Consulting Engineers and Scientists
base 2 The Special Inspector shall furnish inspection reports to be kept at the site for
A American Association of State Highway and Transportation Officials(AASHTO) J Turn-down Closure Slab-a concrete slab constructed at the top of the wall behind the cast 2 07 Wall Backfill use by the Bwlding Official, the Contractor and the Engineer of Record if
T-99 Moisture-Density Relafions of Sods Using a 5 5 Pound Rammer m a 12-inch in place concrete coping to prov�de a closure for the void between the ewsting gabion wall D Provided that compaction is maintained, leveling pad materials may be extended linearly Speaal Inspection is provided by anyone other than the Engineer of Record,
Drop and new KeyStone veneer retaining wall and to prov�de a tensile resistant A Reinforced backfill shall consist of suitable granular materials meetmg the following beyond the profiles shown on the plans to accommodate full-sized facing units reports shall be submitted to the office of the Engineer of Record on a weekly p�{{4 0)Bg7A2ppAVBJUE,SUREHd FAI(M80)8971�
T-180 Moisture-Density Relations of Soiis Using a 10 Pound Rammer in a 18-inch Drop gradation as determined in accordance with ASTM D-422 basis All discrepancies shall be brought to the attention of the contractor for
K Engineer—Terracon Consultants, Inc 3 04 Segmental Concrete Facing Unit Installation correcfion,then if uncorrected,to the design authonty and the Budding official
B Amencan Society for Testinq and Materials Standards(ASTM) Sieve S�ze Percent Passinsl
C-33 Specification for Concrete Aggregates L Geotechnical Engineer—Ground Engineering 4 inch 100 A The first course KeyStone segmental concrete facing units shall be placed on top of and in 3 Upon completion of the assigned work, the Special Inspector shall complete and
C-140 Methods of Sampling and Testing Concrete Masonry Umts No 4 20-100 full contact with the leveling pad The uniis shall be checked for proper elevaUon and sign a final report certifying that to the best of his knowledge, the work is in
C-150 Specification for Portland Cement 2 02 Structural Geogrids No 40 0-60 alignment conformance with the approved plans and specifications, and the applicable
C-1372 Standard Speafications of Segmental Refiaining Wall Units No 200 0-15 workmanship prov�sions of the code
D-422 Method for Particle Size Analysis of Soils A The geognds shall be Strata as shown on the plans, or geognd of equivalent long term B Units shall be placed side by side for the full length of the wall Proper alignment may be
D-698 Method for Laboratory Compaction Charactenstics of Soils Using Standard Effort design and connection strength with the segmental concrete facing, consisting of regular The pias4city index of the fine fraction shall be less than 6 achieved with the aide of a stnng line or offset from baseline G Special Inspection Grading Excavations,Grading and Filling Operations
D-732 Shear Strength of Plastic bythe Punch Tool Method gnd structure of high tenacity polyester multifilament yarns woven in tension and finished
D-790 Flexural Properties Tes4ng of Plastic with PVC coating If hand compaction methods are utilized in any portion of the wall backfill, the maximum C Fiberglass connecting pins shall be installed in the KeyStone units and the voids in the units Unless otherwise directed by the Engineer of Record or required by this Technical Scope of
D-1557 Method for Laboratory Compaction Charactenstics of Soils Using Modified Effort particle size shall be limited to 3-inches filled with tamped unit fill Work, the type and minimum frequency of testing for soils related portions of construc4on
D-1556 Method for Density and Unit Weight of Sod in-Place by the Sand Cone Method B The manufacturer shall prov�de the certification that the ulfimate strength of the geogrid as will be as follows
D-6938 Methods for In-place Density and Water Content of Soil and Soil-Aggregate by per ASTM D6637 is equal to or greater than the ul4mate strength called for on the drawings B The use of CDOT Class I structural fill as reinforced backfill is also acceptable D All excess material shall be swept from the top of the units prior to installing the next course
Nuclear Methods Each course shall be completely filled prior to proceeding to next course 1 Field density tests in accordance with ASTM D6938 or ASTM D1556
D-4253 Methods for Maximum Index Density and Urnt Weight of Soils Using a Vibratory Geognd Type Ultimate Strength Long Term Design Strength C USCS soil types CL, CH, ML, MH, or SC shall not be used in any portion ofthe wall backfill
Table Strata (Ib/ft) (Ib!it) including retained materials placed beyond the reinforced zones E Lay up each course of KeyStone units insuring that connecUng pins protrude into ad�oining Subgrade Soils-One test for every 500 to 1000 square feet of subgrade area
D-4254 Methods for Minimum Index Density and Unit Weight of Sods and Calculation of SG200 3500 1678 courses above a minimum of one inch Two pins are required per unit Pull each unit Base Leveling Pad-One testfor every 100 lineal feet of wall length
Relative Density D All reinforced backfill matenals shall also have the minimum engineering properties shown in forward, away from the embankment, against the pins in the prev�ous course and backfill as Reinforced Backfill-One test for every 500 to 1000 square feet of backfill per lift
D-4595 Tensile Properties of Geotextiles by The Wide-Width Stnp Method 2 03 Geotextiles Section 4 01, Item A the course is completed Repeat procedure to the extent of wall height
D6637 Standard Test Method for Determining Tensile Properties of Geognds by the 2 Laboratory moisture-density relationships in accordance with AASHTO or ASTM
Single or Multi-Rib Tensile Method A The geotextile shall be Contech C-60NW as shown on the plans, or equivalent, consisting of E AII backfili matenals, whether on-site or imported, shall be approved by the Engineer prior to F Where the wall changes elevation, units can be stepped or turned into the embankment with cntena as specified for subgrade, base leveling pad,and reinforced backfill
D6706 Standard Test Method for Measuring Geosynthefic Pullout Resistance in Soil spun-bound 100%continuous filament polyester needle punched engineenng fabric construction a convex return end as appropnate Provide appropriate buried units on leveling pad m area
of convex return end 3 Gradation Analyses in accordance with ASTM �422
C Nafional Concrete Masonrv Association(NCMA) B The minimum physical properties ofthe geotextile will include the following F Test results of all proposed backfill matenals, whether on-site or imported, shall be
NCMA Design Manual for Segmental Refiaining Walls 1 Tensile Strength(ASTM D4632)—150 Ibs submitted to the Engineer for approval pnor to construction 3 05 Cap Installation• ' Unit Fill-One test for every 500 cubic yards of matenal
NCMA SRWU-1 Connection Strength between Geosynthetics and Segmental Concrete 2 Burst Strength (ASTM D3786}-280 psi Wall-Backfill-One test for every 500 cubic yards of material
Units 3 Puncture Strength(ASTM D4833)-851bs 2.08 Subdrain A Place KeyStone Cap units over pro�ecting pins from urnts below Pull forward to set back
NCMA SRWU-2 Shear Strength between Segmental Concrete Units 4 Permeability—110 gpmfft2 position Backfill and compact to finished grade If testing services are provided by anyone other than the Engineer of Record, reports shall ��
A Geotextile used for subdrain construction shall be non-woven needle-punched fabric such be submitted to the office of the Engineer of Record on a weekly basis
D Alpine Engineenng, Inc, Grading and Drainage Plan, Sheet No C1 03, Pro�ect No C The manufacturer shall furnish the Engineer with written certification that all geotexfile used as Contech C-60NW or equivalent B As required, prov�de permanent mechanical connection to wall units with construction �
17030 00, rev�sed dated May 14,2010 for construction meets or exceeds the minimum properties required adhesive or epoxy Apply adhesive or epoxy to bottom surface of cap units and mstall on H Special Inspection Geogrid
B Drain pipe shall be 4-inch diameter slotted PVC or HDPE such as ADS Drainguard or units below Construction adhesive shall meet the requirements of the retaining wall Special Inspection shall be made of the type, location, elevafion, orientafion and extent of
E Preliminary Retaming Wall Profiles, Sheet No C1 07, Pro�ect No 17030 00, received from 2 04 Sepmental Concrete facing Units approved equivalent supplier geognd placement in each wall
Alpine Engineenng, Inc v�a email on May 19, 2010
A The segmental concrete faang units shall be manufactured by a licensed KeyStone C Gravel shall be clean 3/4-inch minus free draining stone or crushed rock with no more than 3 06 Subdrain Construction SECTION 4 DESIGN NOTES FOR RETAINING WALL SYSTEM
F Geotechnical Parameters sent by Ground Engineering v�a emads on June 3, 2009 Representative 5%passmg a U S No 200 sieve
° A Subdrains shall be constructed at the face of the wall to the lines, grades and dimensions 4 07 Design Parameters
G Where specifications and reference documents conflict, the Engineer shall make final B All concrete wall units including cap units shall have a mimmum net 28-day compressive 2 09 Delivery,Storage, Handlmg shown on the plans �
determination of the applicable document strength of 3,000 psi The concrete units shall have tf�e required freeze/thaw protection with A Design of the reinforced soil structure is based on the following parameters �
'' a maximum absorption rate of 8 percent in southern climates, and 6 percent in northern A Structural Geogrid and Geotextile B Subdrains should be sloped and drained through weep holes in the face of the wall at a ��
1.04 Special Provisions• climates maximum of 30 feet on center Wall Segment Fnction Angle Cohesion Unit Weight
1 Contractor shall check to ensure that the proper matenals have been received Reinf Backfill 32° 0 psf 125 pcf
A The designs presented herein are based on wall profiles, soil parameters, foundation 1 Cementatious matenals used in the manufacture of the units shall be Type I or upon delivery 3 07 Structural Geogrid Installation Ret Backfill 31° 0 psf 128 pcf
conditions and loadings stated in documentation as outlined in Section 1 03, Items D and F, Type II Portland cement in accordance with ASTM C-150 Foundation 31° 0 psf 128 pcf
and Section 4 01 The geotechnical report did not expliciUy prov�de soil parameters to be 2 All geogrids shall be stored above-20°F (-29°C) A Geognd shall be oriented with the highest strength axis perpendicular to the wail alignment
used in the MSE retaining wall designs Therefore, the validity of the values we assumed is 2 All aggregates used in the manufacture of the units shall be normal weight B Internal Stabdity of Walls
sub�ect to our interpretabon of the available information in the geotechnical report conforming to ASTM C-33 3 Contractor shall prevent excessive mud, wet cement, epoxy, and like matenal B Geogrid reinforcement shall be placed at the elevation(s) and to the extent(s)shown on the Minimum Factor of Safety on Geogrid Strength 1 5
Geotechnical parameters used for design should be confirmed by the Geotechnical which may affix themselves to the gridwork, from coming in contact with the construction drawings or as directed by ti�e Engineer Minimum Factor of Safety on Geognd Pullout � 5
Engineer of Record prior to wall construction 3 Other Constituents - Air entraining agents, colonng pigments, integral water geogrid material Minimum Factor of Safety on Connec4ons(Peak Load Cnterion) 1 5
repellents, finely ground silica, and other constituents shall be prewously C The geogrid soil reinforcement shall be laid horizontally on compacted backfill The geogrid Minimum Factor of Safety on Connections(Serviceability Criterion) 1 0
B Terracon Consultants, Inc (Terracon) assumes no liability for interpretation of subsurface established as suitable for use in segmental concrete retaining wall unils and 4 Rolled geognd matenal may be laid flat or stood on end for storage shall be pulled taut and anchored pnor to backfill placement on the geogrid Percent Coverage of Geognd 100%
conditions, suitability of soil design parameters and subsurface groundwater conditions shall conform to applicable ASTM Standards or shall be shown by test or
made by others experience not to be detrimental to the durabdity of the segmental concrete 5 Geogrids and Geote�c4le shall be stored according to manufacturer's D Geogrid reinforcements shall be continuous throughout their embedment length(s) Spliced C External Stability
facing units or any material customanly used in masonry construction recommendations connections between shorter pieces of geogrid will not be allowed Minimum Factor of Safety Against Base Sliding � $
C The reinforced backfill to be used in the wall construction must meet speafic engineering Minimum Factor of Safety Against Overturning 2�
requirements as outlined in the Technical Scope of Work Terracon makes no representation C Exterior dimensions of urnts may vary in accordance with ASTM C-1372 KeyStone B Segmental Concrete Facing Units E Tracked construcfion equipment shall not be operated directly upon the geogrid Minimum Factor of Safety(Global Stability) 1 5
that on-site soils are suitable for use in the MSE wall construction The suitability of on-site Standard and Compac units shall have a minimum of 1 square foot face area each reinforcement A minimum fill thickness of 6 inches is required pnor to operation of tracked Urnform Surcharge(Traffic) 250 psf
materials for use in the MSE wall construcfion, as speafied herein, should be determined Segmental concrete facing unit dimensions shall not differ more than t 1/8 inch (3 2 mm) 1 Contractor shall check the units upon delivery to ensure that proper materials vehicles over the geogrid Tracked vehicle turning should be kept to a minimum to prevent Uniform Surcharge{Pedestrian) 100 psf
pnor to construction from the manufacturer's published dimensions have been received tracks from displacing the fill and damaging the geognd Backfill Slope As shown on the Plans
F No changes to geognd layout, including, but not limited to,length,geognd type, or elevation,
D The contractor shall be responsible for the cost of all means of subsoil improvement, cost of D KeyStone Century block units with unit fill shall prov�de a minimum of 150 psf of wall face 2 Contractor shall prevent excessive mud, wet cement, epoxy, and like materials shall be made withoutthe approval of the Engineer D Hydrostatic Loading None
addifional subsoil exploration, and for all labor tools,equipment and inadentals necessary to area Fill which is placed within the dimensions of the units may be considered as 80% of from coming in contact with and affixing to the urnts
complete the work. the effecfive weight 3 08 Reinforced Backfill Placement
3 Contractor shall protect the units from damage (i e cracks, chips, spalls}
E The contractor shall be responsible for comply�ng with all federal, state and Iocal E KeyStone units shall have angled sides capable of concave and convex alignment curves Damaged units shall be evaluated for usage in the wall according to ASTM C-90 A Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes
requirements for execution of the work, including local building inspection and current OSHA with a minimum radius of 3-1/2 feet and ASTM C-1372 the development of slack in the geogrid
,
excavafion regulations
F KeyStone Units shall be interlocked with non-corrosive fiberglass pins SECTION 3 EXECUTION B Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand ���,�, [��, ������`��
F Prior to undertak�ng any grading or excavation of the site, the Contractor shall confirm the compaction is used,or 5-10 inches where heavy mecharncal compact�on equipment is used
location of proposed retaining wall and all underground features, including utility locations G Finish and Appearance 3 01 Construction. ��=��e ,���
within the area of construction C Reinforced backfill shall be compacted to a minimum of 95 percent of the maximum density
1 All units shall be sound and free of cracks or other defects that would interfere A The excavation shall be carried to the lines and grades shown on the construction drawings as determined by AASHTO T-99 or ASTM D-698 The moisture content of the backfill ��.,������ °�"��
G All work undertaken in the construction of the retaining walls are sub�ect to the quality with the proper plaang of the unit or significantly impair the strength or and to the extent necessary to place structural geognd at the required embedment lengths matenal prior to and during compaction shall be uniformly distributed throughout each layer
control/assurance and special inspection prov�sions outlined in Section 3 10 permanence of the construction Minor cracks incidental to the usual method of Contractor shall be careful not to disturb base or existing soilslfilis beyond the lines shown and shall be within a range of 2% below, to 2% above optimum moisture content If a well �������� ���
manufacture, or minor chipping resulfing from shipment and delivery, are not except for that necessary to comply with applicable safety regulations defined maximum density curve can not be generated by impact compaction in the
H Terracon was not prov�ded with complete utility information at the fime of preparation of grounds for re�ection laboratory, the backfill shall be compacted to a minimum of 70 percent of relative density as ��fi� ,������,��
these drawings Where there is potential for geogrid/utility conflicts, Terracon should be B Excavations wdl be made in a manner which will not disturb the existing construc4on on the determined by ASTM D-4253 and D-4254
afforded the opportunity to rev�ew the utility plans for rev�ew and modification of these plans 2 The exposed surfaces of units shall be free of chips, cracks or other site Contractor will prowde protection or will construct the walls in such a manner to ���������
as necessary impertectons when wewed from a distance of 10 feet under diffused lighting maintain the integnty of existing impro�ements dunng construcfion D Reinforced backfill shall be compacted in all areas to the lines and grades shown on the
plans including all sloped areas above or between wall tiers �i R�rE�E��t��.�.'s
I Terracon has completed engineenng design of the proposed retaining walls, including H Sampling and Testing C In-situ materials excavated from the Iocation of the retaining walls shall be stockpiled on-site i���'�����'����
internal stability and local external stability where applicable, based upon the information at locations designated by the owner and in locations which will not intertere with the E Only lightweight hand-operated compaction equipment shall be allowed within 4 feet of the
provided to us as outlined above Terracon assumes that the suitability of placing retaining 1 Sample and test units for compressive strength and absorption in accordance execution of the work face of the wall
walls at the locations provided to us, including geotechrncal and geological suitability, has with the applicable prowsions of ASTM Method C-140 Compressive strength
been determined by others test specimens shall conform to the saw-cut coupon prov�sions of section 5 2 4 3 02 Subgrade Preparation• 3 09 Site Drainage
of ASTM C-140 with the following exceptions
J Any changes in planned grading, locations of structures or changes in wall profiles should A Subgrade shall be excavated as required for placement of the leveling pad as shown on the A At the end of each day's operation, the Contractor shall slope the last lift of reinforced
be brought to the attention of Terracon for modification of the wall designs as necessary a Coupons shall have a minimum thickness of 1-1/2 inches(381 mm) construction drawings, or as directed by the Geotechnical Engineer backfill away from the wall facing to rapidly direct runoff away from the wall face � �����H��������
I Color
K Venfy all dimensions and grades pnor to wall construction 1 Block samples, indicating available colors, shall be provided to the B The Contractor shall not allow sufiace runoff from ad�acent areas to enter the wall
owner/developer for color selection prior to construcfian construction site
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SITE PLAN BASED ON GRADING AND DRAINAGE PLAN FOR FIRST CHAIR BY ALPINE ENGINEERING, INC., SHEET C1.07, PROJECT
. N0.17030.00, RECEIVED VIA EMAIL ON AUGUST 26,2010.
GRADING PLAN SHOWN BELOW APPLIES TO RETAINING WALLS ONLY. REFER TO CIVIL PLANS BY ALPINE ENGINEERING, INC.
. REGARDING OTHER GRADING ISSUES.
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WALL 1� BLOCK AND GEOGRID PLACEMENT ;,�`•: :��;_
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GRAPHIC SCALE ����.�: �'n�.�d9
10 0 5 10 20 40 ����� ��p�b����
( W FEET ) �
1 inch = 10 tt
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PROPOSED PEDESTRIAN SIDEWALK; CONCRETE OR R fl C H I1 E CT U fl E
,���� DESIGNED BY OTHERS NON-SHRINK
MSE WALL
,fi� � � �
GROUT GEOTEXTILE FABRIC
,-� °��� � � ��' � � ° ; ° ° � CONTECH C-60NW OR 1805 29th Street
MINIMUM 8-INCHES LOW ,,����!��,!i'�� � �
PERMEABILITY (CLAYEY) ��i:!;��i;i�' � �� �� EQUIVALENT Suite 2054
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COMPACTED SOILS (TYP.) /F}'/�:'!��-��` �/� , � Boulder Colorado 80301
f �., � / \ � ,� " - phone 303.449.8900
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/:;y`��%;�� Consultin En ineers and Scientists
� �,�.• �� �.��-.f . , , ENGINEERING PROPERTIES OUTLINED � � 9 g
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KEYSTONE CENTURY �'� ��`f��.�/��%�� , RW-2 FOR SPECIFICATIONS • - REQUIREMENTS
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�-���� � � , -. . � , , _ _ . � � � /�// MSE ABUTMENT TO CONCRETE OR MSE WALL
. x ;������
= a �;�}`s�� ` , ,. � � � s ' , - /�\\/ EXTEND TOP TWO GEOGRID
� C �r-�r��_i� , � . . �" . ' `^ ` . '
� "$��"'�4�� '�' 'ry �� REINFORCEMENTS TO THE
L_ � �y,,_.�,.������.�+..—��,..��������+-'�����������.�.�..�—T—+r—r�.••�.—r���.—��...�.�.����� \
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= W PROVIDE 4 DIAMETER SOLID ;�a ��, � � � � � " ' ' ' � ' �
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w u- DRAIN PIPE WEEPHOLES AT ,-�'�i`�� � ` ° � \� REDUCE DIFFERENTIAL ��
������-= MINIMUM 1-FOOT OF UNIT FILL BEHIND BLOCK COURSES (TYP.) � �----�
t SETTLEMENT IN OVERLYING
= M MAXIMUM 30' ON CENTER (TYP.) ��`-.��----..T___T_�_�._—_—_�_ �.�____.�_ _ _. ___—_—_
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-� �° SEE DETAIL THIS SHEET �%,ash�� � . ��. � , , ,,,,""" """"""'�,,,.,
� !� °'��s�� � MINIMUM GEOGRID EMBEDMENT LENGTH "L" �' THIS SHEET , � ,,.� �'''�.;
= FINISHED GRAD T ����Y�J �\ � ••.,
f,��,�}�� ��, x ;
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8-INCH COMPACTED GRAVEL �� ����� /�\ \/� 4" DIAMETER PERFORATED \/\��" /� ��P•�• SEE WALL PROFILE FOR GEOGRID
LEVELING PAD (TYP.) \'��������\ TOE DRAIN ADS OR PVC PIPE T�PE, MINIMUM EMBEDMENT LENGTH AND �
WRAPPED IN FABRIC SEE �YER ELEVATIONS.
DETAIL SHEET RW-D2 Backfill Movement and Soil Cr Cks �
Mechanically Stabilized Earth (MSE) retaining walls are flexible reinforc d soil masses, which
_ interact with the foundation and retained backfill zones to provide a stab e retaining structure
` /� TYPICAL RETAINING WALL CROSS SECTION (NOT TO SCALE) These soil zones have different stress/strain/consolidation properties w ich can result in
/��� differential movements and strain of the reinforced and retained soil ma rix. �
��
Relative movement of the soil masses is typically noted in taller wall or t ered structures with ��
small soil cracks occur behind the wall structure near the boundary of s il zones with different
strain properties Experience has shown that this type of soil cracking is most noticeable after
very heavy rainstorms where the additional saturated soil weight and se page pressure involved
can cause slight differential movement of the masses A wall schematic and possible causes are
„ �2y� shown below Possible causes of oil cracking
4 DIAMETER PERFORATED �
ADS OR PVC PIPE WRAPPED 4" TEE
IN FABRIC 1) Consolidation o reinforced zone
Crack backfill - Any set lement of reinforced fill
Crack relative to ad�ace t soils man cause
cracking at end o reinforcement. If soils
�-1��`i,�.-;'�!�:�` �Yr'�'�!k2�d'�s.,'1'i ��-�a,"��z'.��;`�?-1-Y.SZ', �� ��',-�t�`.�';�?�'1-'��:�v�s°'+�1--�-J�s)i��!:e�r �t;•-'a
� r w r t . � w ,w�=����i����=�!
�,i��;�,,�,-,�,�-r��;;�<�����, „��r`�,�-�,;���r�� ��1�;�,�-� -< ,�;;� �;�, , ��.�,�,,�_,���.:�:� PROVIDE RETURN ON END OF
�_-.�_��:�y�;,_��,_��=v.,._:�y�� ,����,_�K 4�Y�_�r,_�k�,� K�,=Y�_�,�-,��,�._.�,��4,s�?� -.�.��.����,_ ,_�-��,s�_� are placed and c mpacted m dry
ABUTMEIdT TO ACCOMODATE MSE WALL
��'� ry �_;����-j��, '��-�=�'��gr'�`�'��T�, ���-�=���s-��5��=��;-� ,��-������,-'�� � P- � WITH VARYING BATTER conditions, water an cause secondary
�c -�c� �...��c�-w r
'�:� �r._ ,_ -_ -�-, ,_ �r�, �r� ,��,,�-�r, �,� _ -�„ ,��,. �,,�,_�.�,�_�� ,, ,r- consolidation of t e remforced fill and
, - `�i:;_-r-�=—�, � � ;�
� �� �: '��' <<1� '� �'��' �II Q1���� '�� ��l � '� � �'-'� � ��LQ�1� � ,� ,� , �_11�� �� � ��1���� �� �l�� — — — — .
J`�V V VI,,,G V G o Vr,U G J �G o V� ` ,'4VV`-,^�„G` V �u`�`'V 4c�VJ ' _ _ _ = cracking at the end of reinforced zone
� �� � � --
BATTER =�����_�����_����� , � 2) Fill Consolidation 2� Consolidation o retained soil wedge -
I VARIES ���'��-�'��--�``�� � - I � ) Fill Consolidation Similar to Item 1 ausing cracking at the
REMOVE PORTION OF ��-`r��, � ----------------------------- � �'� back of fill wedge relative to existing soils
DAYLIGHT DRAIN ADJACENT UNITS TO ALLOW ��-�;���,}�--��` I ;- ;
THROUGH WALL FACE DRAIN TILE THRU FACE. CONCRETE OR MSE ���'`"'�'��'�` i � 3) Lateral wall mov ment due to active ���� �� ���c���1�
;,- ..,
; ��----�, ', .��a,_.��;,_.�``�,�,, I I ' 3) Active eart earth pressure s ate - lessor quality
���. :��, WALL ABUTMENT (TYP) ;3��l�>,�`�_,, i 1 � ressure rain Existing ground backfill soils exhi it higher lateral ����. ���
' ---� ..;���:�: � �_ P �
�,������ movement to mo ilize the active earth
2" CUT / � ` ~' - pressure state If he reinforced wall mass �������' ���
���.s�5,�KS,_� �
2000 PSI NON SHRINK GROUT TO PLAN VIEW � '`�' `'�''�� � � strams laterally, t e fill must settle �p����,���o ���
y�,-}`a,}`�,;}`� UNIT FILL BEHIND � - accordmgly and c acking can occur
M EET ASTM C 1107-05 STAN DARD �,,,���,���,_�� � , ���.�, ��������
SPECIFICATION (TYP.) / . _ ,,_ BLOCK FACING
;�,�,,�?,��`��,=,,`� ' Limits of excavation
� -� �---------------------------- 4) Foundation settl ment- The foundation ���������
ti �a �� -
s�,s,���i
,}ti�>�l5`,,��,, j soils of many wall structures have .` ��,;E��;�,w�����
` �� y`�� �1�,, ,� experienced the I ading from the new fill �, � : r�m����,����:
__ _ � . ��� ;�� =�� � which can cause ifferential settlement r` ��4a�����Pa��.�.����-r����;s��
- --------- - - - ----- --- -- � �, :., 4) Foundation settlement
i „.}�,`./�,_,i �,_ �2 � ��(r�C3�i�G 3 da°J�?�t`1.�-�!I l�1��'d�9�Pb'TS
� � - � � -- � - � il �,�,�� -�----------------------------- between the wall olume and cut slope ��,€ �,��.E�
�. `
� f i ;' i ',,' `i 'sa ��a/ I 5 Toe Settlement The wall toe can
' 2ND COURSE ABOVE GRADE - _� _�, _
.� „r ,,.� ,
t�>����}���,ti� 5) Toe settlement )
' j " � 1ST COURSE ABOVE GRADE ;• •• :. . • • „ .. ; .,- , � f • .. ... �,., -,< }- ., ,,.r• . expenence more ettlement than the wall
L 4 � � � � ' � . � S !j��� J � t f j. � '��� �� � " +r� �` �+ ' '� TY P I CA L S E C T I 0 N heel due to the la k of overburden or � �,�,���������t���
_I _ _ _ _ ' � •�• � '� i y t f*•I�l �`.1— '�• �' �� '. �1 � � ���-,r�•}�' �}•� ~� t S y .�y , �r� � ,+1•
�t.�h � I'• �T r • .+�L
; ! %��>� .� :`;," 4� .� :' �: . ;r .�� . •'.;- ,: �'• � . '' ` • '. '� � r�� • r'..`-�, :'• " 'i� confining pressur resultmg m slight lateral
, .. .
, � , • . . . , , .
� � .�.s , •� ,, « . •;' •' , . .: .
� � . _ . _ . . ,
-L--------- - --- , - --- - ' -------- -- - .,�; . ,ti �•"'�r .. ;; 'i:+'=�.�''� . r.,.� •�• . . �+� _• �..: : , - � . `.,. .*•,• y uppe c ion
I y . ' •ti. �, � � �� ..� + t � ! .� �:�} ' Y ��• +'a f.� a;•�. { . :�
---- --- i ' ;: �:.:'��; ��_. ; ;,_`'` -,f, . :',: `.y• ,, .�.:. . Y i�• {.;',� , t;.i;, wall movement in the r wall se t
1 � w� � c t the end of
, . .
.
i � . • • . .. : .�, • . ' °� .; •� � :�.- - �, ; nga
• �.� .: :�•
. . , ..; • . . �. _ :
— -------�------- --- ----- - � � • . . ,. . .. . . : and tension cra ki ��r�� ���@r
---- - - -------------------
----- remforcement
DAYLIGHT DRAIN FINISHED GRADE AT ° ������ ���.
THROUGH WALL FACE BOTTOM OF WALL Soil cracks can also be a sign of global instability or continuing settleme t which requires
evaluation by a geotechnical engineer However, most minor soil cracki g observed is structurally ���a�� ������������
insignificant to the long term performance of the wall structure but can I ad to reflective cracks in ��������� ������
SPACING VARIES � TYPICAL RETAINING WALL CROSS SECTION AT ABUTMENT(N.T.$.� pavement sections and/or separation of curbs when of greater magnitu e ���'
30 FEET MAX. ����T ����-�-
Significantly increasing the length of the upper reinforcement levels to h Ip bridge the potential ������� ��-����I��
crack zones can be prudent precaution for proJects with flexible paveme ts extending over all ����� ����� ���-����
zones High quality backfill, proper backfill placement and compaction, nd firm foundations are
PROFILE VIEW the best precautions against soil cracking
- TOE DRAIN DETAIL (N.T.SJ ;?� �����-������
�
,
_ �$�� , �
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4" CAP UNIT ' �
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CENTURY WALL UNIT a-1 I J I� ,= I = I I-' 1-1 I-i I - � - '�I� 1-1 1-1 I - I - I��
ELEVATION CAP UNIT ELEVATION
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,_ ,-,-�, - - -� - - - � �-� �-- �� '- �
� 8" OR 16"
1805 29th Street
��g��� $ 8" CRUSHED ROCK OR STEP Suite 2054
„ UNREINFORCED CONCRETE
--� �� LEVELING PAD Boulder, Colorado 80301
+i � i,� �', ', � ;;, ,�
phone 303.449.8900
N � i„_ J;;� J', . �; �;,, UNIT REINFORCED RETAINED
r- � �m �, « �� �y „� ;,, 1/2° X 5 1/4�� ELEVATION FILL BACKFILL BACKFILL
' ' � ;;' FIBERGLASS PINS
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LARGE UNIT PLAN o \ EXTEND UNIT FILL
FRONT FACE � 12 INCHES BEHIND
'- K E Y S T O N E B L O C K U N I T S \ o STATA
14�� ' =_�-r-r`=r�_`�-==-r�-° _-��.__ � � BLOCKUNITS
1 1" �I�_�- I -_I�_; I—I I—I I r ' STRUCTURAL 1��rr�con
,,��_�_-�; =1==-� - - -_ , �
� �—i 1=1 I - I I - I I� �; �� �, � I! -I I I I—I; � I_i� � \ GEOGRID
CAP UNIT PLAN -�-I i — I — I I—' I—I I—I� �' i�'��'�b� I 1=1�— I — I I—I I �e o C o n s u l t m g E n g m e e r s a n d s c i e n t i s t s
'I�-� I_I I-I� - I - I __� _ ,, - I�__� I__I I_I I �
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� N � �i �� � �� � I 4685SOU1HASHAVENUE SUIiEHd TEMPE AZ85282
\ PH(480)B97A200 FAX(480)8971133
� ��,�---1��,� SECTION = _ _ _ = _ _ _
a
' �� UNIVERSAL CAP UNIT = = = = = = = = � �
LEVELING PAD DETAIL R�������- �� °
MEDIUM UNIT PLAN °`= = =�"��°�°`�°W"°°� ° \I
_ �.=�-� ��:�.a�_ \
_ - - _ �, _ _ _ �° ° I
- - �,�- -
-� �. = _ -
7�� ��x ���� LIMITS OF UNIT FILL & REINFORCED BACKFILL
� _�. � _ = =
UNIVERSAL �'�
�y ��
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i , CAP UNIT _ _ �= ��- = _ _ '
i = = = =� _!°.`�_ -
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N � ,�,_,I , UNIT FACE __ m_�.=��.�:�_�=�__ ��
r I° ° � �---�= �=1 a, � _ o i
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SMALL UNIT PLAN - � ' � ` , .. �V : '------ -=---=--=--�--_---_��--=--=-----'
EXCAVATION , . � �
LIMITS GEOGRID IS TO BE PLACED ON LEVEL
CENTURY WALL UNITS � BACKFILL AND EXTENDED OVER THE
8" CRUSHED ROCK OR FIBERGLASS PINS. PLACE NEXT UNIT.
UNREINFORCED CONCRETE PULL GRID TAUGHT AND BACKFILL. KEYSTONE BLOCK UNIT
LEVELING PAD STAKE AS REQUIRED. ��
s"
8-INCH GRAVEL LEVELING PAD; �
� CENTURY WALL UNITIBASE PAD ISOMETRIC SECTION VIEW GRID AND PIN CONNECTION EXTEND ALONG WALL TO ACCOMMODATE
BLOCK; BATTER PAD AT EACH STEP IN WALL
�
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GRAVEL LEVELING PAD DETAIL �
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MINIMUM GEOGRID EMBEDMENT LENGTH L _- __ ____ _- _ _ _: ____ __ _ _ _ __ _ _ - �" � ''.,x< ,,&�. R� NOTE:
_ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ �m,� >;, :,;r�.�� ,: �- �� �������: °���
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NOTES:
SNOWMELT MANIFOLD SCHEDULE SNQWMELT MANIFOLD SCHEDULE '� SNOWMELOT MIANFOLDa SHEET M502 FOR
2. TEES AND FITTINGS OF UNDERGROUND
� APPROX MAX LOOP APPROX MAX LOOP PREINSULATED SMS/R TO 8E WITHIN
ESTIMATED # PRESSURE ACCESSORIES REMARKS ZONE DESCRIPTION AR� GPM ESTIMATED # PRESSURE ACCESSORIES REMARKS LANDSCAPE AREA FOR ACCESS PURPOSES.
PR s ZONE DESCRIPTION AR� GPM F 0 P OF LOOPS
�SQ. FT.� LOSS �FT� 3. CURB AND GUTTERS ARE TO BE INCLUDED H
IN SNOWMELT ZONES.
�� NOT USED 1 EAST WALKWAY 1,000 11.0 7 8 1 TOWN OF VAIL ZONE
1805 29th Street
12
NOT USED 2 EAST WALKWAY 780 8.6 5 10 3 TOWN OF VAIL ZONE FLAG NOTES: Suite 2054
Boulder, Colora o
O1 REFER TO SHEET M2.01 FOR CONTINUA710N OF 80301
13 NOT USED 3 SOUTH WALKWAY 780 8.6 5 10 3 SMS/R(N) AND SMS/R(V) PIPING. 3
phone 303.449.8900
3
�
�q, NOT USED 4 BUILDING ENTRY 1,130 12.4 8 7 8 �
� °'S
0
om
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a
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6 TRASH APRON 625 6.9 4 10 4 � , i Z W c �Q o�o
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PR-6 7 PROJECT 2,240 24.6 15 9 1 f , 3 w �./ c m�°��
/� 17 SOUTH WALKWAY 790 8.7 5 10.7 PARKING M
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� PROJECT c � U
- I — —
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° ,-�'� APPROX. /� - _ - _---
--'�� TOTAL 14,235 PR-6 , _ �- _ � ' ------------- T MAPHFOLD #5 & 6, � �
,- i _ _-- '
,-'� AREA , _______- LOEATE�IN WALL MOUNTED ° � � �
- . - � � ENCLOSURE. � � ' � /
n �
'" GENERAL NOTES: '
/// A: TUBE SPACING: 9" ON CENTER — � � SMS(N)&SMR(N) ROUTED /�,% ; j` � %Y �
�°� � ALONG WALL OF GENERATOR � `
_ � ENCLOSURE. ------------------ ------ ----------- +I� i � � `
B: TUBE DIAMETER: �" I `
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A B B1 C C3 D D3 E E2 E5 H3 ��j NOTES;- p
24"I.D., 26"O.D., AL29 4C 316L STAINLESS STEEL COMMON 1. CONTRACTOR TO MAINTAIN 8 6 CLEAR HEAD
i BOILER FLUE RISER, SC�HEBLER OR EQUIVALENT. MAINTAIN i HEIGHT IN GARAGE AND INFORM THE ENGINEER
� � � � � � � CLEARANCES TO COMB STIBLES, ANTICIPATED TO BE 2", AND ARCHITECTnOF ANY AREAS THAT MAY
PER FLUE MANUFACTU�ER. I ASI 9 MNIMUM 8'2" CLEARO EAD HEIGHTLMUST�BE
i i i i i i i i � CONNECT EF-4 DISCH �RGE TO EXH SHAFT WITH � L� ' MAINTAINED IN ACCESSIBLE VAN AREAS
SHEETMETAL. LINE WI OWENS CORNING I �
� SELECTSOUND ACOUSIIi BLANKET, PER SNOWMELT BOILERS GAS � PRV SE TO 0.5 PSI OUTLET. 2• PROVIDE FLEXIBLE DUCT AND PIPE
i i i i i i i i - ACOUSIICAL �ONSULT?�NT'S RECOMMENDATIONS. SUBM�TER. CONNECTIONS TO ALL MOTORIZED EQUIPMENT. R
10"0 LUE FROM
EF-3 AND EF_4• I �, 2, REFER TO IVIL 3 ROUTE DOMESTIC HOT WATER RECIRC TO
i i i i i i i i � GARAGE EXH FANS. � � DRAWINGS R �
WITHIN 10 FEET OF ALL HOT WATER FlXTURES.
CONTiNUAT10
II A P6 M � G 4 VERIFY ALL EQUIPMENT ACCESS PANELS WITH 1805 29th Street
— - — - — - — - — - — - — - — - — - T - — - — - — - — - — - — - � - — - — - - — - — - — - — - — - — - — - — - — - — - - — - — - - — - — - — - — - - — — - - - - — - — - — - — - -
i i i i i i i - -t- t�-� E�-���' —i- — �� MANUFACTURER AND ARCHITECT.
` Suite 2054
I CHAIN LINK FENCE W/ DOOR � r n � n � � �_�� � ''t` UTILITY GAS ME R (APPROX 7,100 BH) 5 COORDINATE IRRIGATION PIPING WITH BOUIC�@r, COIOraC�O
i i � � � L�n I , , IRRIGATION CONTRACTOR
i i i i i i i AT EXH FOR ACCESS, 80301
W ROUTED ALONG ALL. INTAKE, AND FAN R � � �� �� � � SPACE RESERVED OR COMBINED 6. PROVIDE CLEANOUTS ON W, V AND ST PIPING
� P R O T E C T I O N. -- � M 4" I ' 'm FIRE/DOMESTIC WA R ENTRY, GLYCOL AS REQUIRED BY CODE AND FOR REASONABLE p h o n e 3 0 3.4 4 9.S 9 O O
� ,
i i i i i P I P E S R O U T E D l J P O N C E � i � � 1 0 8 p � 3" p g ! F E E D E R S, E X P A N S I O T A N K S, A I R MAIN T ENAN CE BASED ON AC7UAL F1ELD
P A S T B E A M T O' M A I T A I N PROVIDE SCREEN �* � �P• 3 I I I 1 �, SEPARATORS, ETC. f�EFER TO F1RE �� I N S T A L L A l 1 0 N R E F E R T O D IAGRAM �, a AND Q L
G E N E R A T O R I N T A K E A I R V I A r � i L J fi I I ' PROTECTION DRAWINOS FOR FIRE WATER�� S H E E T M 5 0 1 F O R C L E A N-O U T I N S T A L L A l 1 0 N
W A L L S L O T S A N D O P E N S P A C E C L E A R A N C E, T Y P. i OVER DUCT i E F_2 � i - P2 I 1 0"�f'��'-"'Z
GENERATOR DISCHARGE AIR THRU i i i i i i i i OPENING. •�• • i 3p .�-- ENTRY AND TO DIAGR'AM �, SHEET M5.0� o g
BETWEEN WALL AND ROOF. � � �p°�� , FOR DOMESTIC WATER ENTRY PIPING. 7. CO SENSOR LOCATIONS FOR GARAGE °
LOUVER IN WALL BETWEEN TRASH W � - �m
AND GENERATOR. COORDINATE � F/s 4 3 I „ _ � � '~ � VENTILATION TO BE LOCATED PER =m
HEIGHT OF LOUVER ABOVE SLAB i i i ° _ _ �� _ � _ _ _ _ _ _ J 3 MANUFACTURER'S RECOMMENDATIONS �g
W I T H GENERATOR INSTALLATION 4" W " ^ ~ '
LOCATION. I i `. F.C. p � p ___ � �� 9"COMBINED FIRE/DOME 11C WATER FROM ` o�
� C•�• - � � NP• 2• � 14 � � I MAIN. REFER TO CIVIL D AWINGS FOR 8• ALL SOURCES OF IGNITION ON MECHANICAL v a
�� � � � UH_1 �O � � � � � �- � 5 � � � ; CONTINUATION. EQUIPMENT SHALL BE MOUNTED 18" AFF. Z w c m�o�o
�\ 1 � _ �� I 18 0 � � V DN. CONTINUE TO� NOT SHOWN FOR 9. REFER TO DIAGRAM �, SHEET M5.01 FOR � �o m��
4 GENERATOR EXH THRU ROOF. �3 2 i `� 1 1 fO = 16" r 15 � � � 1 w p Z °���o
I I I I L C J � Q �r�r,r�n�n,
X R E S I D E N T I A L�i � i i i i i i �� i 3 i C L A R I T Y. T R A P P R I M E R C O N N E C 1 1 0 N S Q � �,�N N�
c: 1Lz" - 4" - SMS N 6 �----J - W V ao �°o°�
8 � 1Yz" � _ � 4° � _ � �SMR�N� � � - - � � 10. REFER TO DIAGRAM � SHEET M5.01 FOR � �����
x .. „ � � . � „ � � � GALVANIZED STEEL BOILE C.A. � � u�
1 O 7 �� �i - -2LZ„ i � i i � i . � 2�Z„ HWS � � 1 t ' I N T A K E S, T Y P 4. F I R E/S M O K E D A M P E R I N S T A L L A T I O N oo �
� H 3 11. REFER TO DIAGRAM �C, SHEET M5.01 FOR CUH � � .._ °� �
___ _ ('`� � �d
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E � � �, � i � i � � � � i , , -Y =t '
4 x72 � ---2 - �y� -� - - - 2 - - � & UH PIPING LOCATED UH AND PIPING AS o � � �
_ � � I I F/s P2 HIGH AS POSSIBLE. U >�o�a a
— - — - - — - — - — - - - — - - '
- - - - - - - - - - - - - -}- - - � - - - - - - - - - - - - - 1
E- O � �-� _ � � i � � i 2 I I I i �`� � I I 2 I I �3 - � � REFER TO DIA G RAM � 12. REFER TO SHEET M5 03 FOR BOILER PIPING
� x x , � � � � I I 1 ��, ' � I . : � _ = F s o � SHEET M5 02 FOR STORA TANK PIPING DIAGRAMS
I I �'� I I i� t w N �
s O i I �� i � W o-�4�� I W � I 22 � I ( '� 3 � �22 I �:r�NN � � N i 4
''� � -----------------+----�---------------� � 2e , i e =I=I '�' � i , � I „ � � , ZURN Z199 DOWNSPO T NOZZLE, OR 13. PROTECT PIPING ROUTEO ALONG COLUMNS,
� � -----------------i--r---�--------------� I � i ' y y i �^' � ' � ' i 3 aa i i e � , ' �I'4 ' y ' ' ' ' ' ' � o � EQUIVALENT 5FT AB VE 100'0" ELEVATI N. WALLS ETC. FROM VEHICLE DAMAGE WITH
; � ; ; � � � � � O 2 W S T D N T O B E o ��C.O. � F.C.O. � � '
I � I \` I I � ,' 2 � �'�' O 5 �� R O T E D A L O N G 5 � _ � 2 � N E C E S S A R Y C A G E S. C O O R D I N A T E W I T N
� � � ` � � � I I I �� P1 / � SPACE RESERVED FO HEATING ARCHITECT
� , � , , � WAILL; OFFSET FOR i � p , �
; i � ; � ; ; vi � i ""I I i p � i � i WATER SYSTEM PUM S SNOWMELT
, 2 z z CL RITY. � . � �8 � �
REFER TO CIVIL DRAWINGS L � ; �� ; ; ,' � �� I 3 � `3 � \�� � � _ _ _ SYSTEM PUMPS, DH RECIRC PUMPS, 14 PIPING ROUTED BELOW SLAB TO TURN ABOVE
3
FOR CONTINUATION. - � � � � i / � ���� I � ( � �� � a a s s � SNOWMELT BTU ME RS, ETC. STRUCTURAL FOOTING AS SOON AS PRACTICAL.
i ; �; � i v�c n== � E L E V A T O R S U M P P U M P J � I I NN N N
� � i i � I I � I � F.Ci.O. I I I ��
� � � p1 ' � p1 CO TROL PANEL. ' � � PROVIDE SCREEN R DUCT OPENING
COORDINATE PIPING IN THIS � ' ' � \ � ' I P A R K N G � �� l F.C.O. 3 � I 1 I I I 15. PEX SHALL BE AVOIDED TO PENETRATE FIRE
� \
� �� -�---SO�----�-� - - - - - - - - ------- --------- - - ---�--+- - -- SO-�---T----i----------= � �; � z� ' BARRIERS WHERE FIRE CAULKING ►S REQUIRED.
AREA WITH GARAGE DOOR i � � ; � � � � � � '
i i = � _ = i i � 102� 8x S.A. UP. I ( �cn�cn
REQUIREMENTS. � i � �y, ��\ � � i �N �� p � ��� � \I� ��` \ I � j � ��v�iv�iv�ic�n �
n i ; � ; ; � � ' � e F.C.O. i ��S i 4 3"ST UP. � I � \ i ( I � 1 Yz�— O
CONNECT �'4 CW TO NEAREST i i F.C.O. , � , � i H i i i i n i , o � ( I ly� - FLAG NOTES.
BRANCH OF LARGER SIZE; , �T�'� 2 — -1— o -- 4 • � T -1�L o I 16 \ � � ELEVATOR MACHI E ROOM
NOT SHOWN FOR CLARITY. i � � ; ; �` � i � � � 5 W � � � - -=---r-- -ST--�o�- � � O DISCHARGE LOUV�R, HIGH O 1 3"ST AND 3"ST(OF) FROM DECK OR FLAT
' � � ` e i'�e2 � O e � � � �A L�------�� � O N W A L L.
i i i �----�r i i �\ �i i � � �_� i � i i i ,' 0 � � r '' ' ROOF ABOVE
� , �� � ; � � p i - � O W � C.O. I _ � „� � 8x8 W � L
i i �� � ; � � „ � o i �� C.O. T I W 4 � I �� � '
T � �� I � 6"W TO MAIN. EFER TO CIVIL � O2 PROVIDE SEASONAL DRAIN DOWN VALVE IN O
_ _ �� _ � ____ _ __________�_�� ____l_ ____ __ I � W � � I I 1 8 x 1 8 � � i F.C.O. I a� \ , �� D R A W I N G S F O R C O N T 1 N U A T 1 0 N. ' T E M P E R E D S P A C E. L
, - � - - � ��4 i � � „ I \ \� \ �� 3 SNOWMELT MANIFOLD #19, LOCATED HIGH ON '� �
- - - - - - - - - - - � - ,, , - - - - - - - - - - - � - —.5 — -- - - - -- � � 46 �
� � �� '� � � ( ' ' � S T A I R $� � 1 O 4 i i `r `� F/ � I -� - ��� WALL. PROVIDE �'4"SMS/R(N), NOT SHOWN FOR � �
� �
� ' � 113 ❑� 3 N Os 1 � � � w I i � I --- CLARITY O
, �, 3 1
x UH_2 1 I EX� � � i i i Q � ~ i I �I i i � � � � � � O4 LOCATE INTAKE LOUVER APPROX 18" ABOVE
x � I 10 � �; �P 1Y4 CW/HW �� 4 O4 i EF- � � SLAB. �
v - - - - - - - - - - - - - - - - - - - - - - ------� - - - CONTINUED T � - - - - 650 F�S - - - - - - - _ � _ _ �-4 - - -� -�o o- 5i- ° : - - - - - - - - - —�� � �
r � ______�� - - i i i F s I� � 3 �� � � O5 OFFSET W/V AND DOMESTIC RISERS INTO r ,
J �� i�r - -- '; x18 � 3 � ' �� ' � � FURRED W/tLL AT TUB DECK TO AVOID
�4�= � - � - � 0 18 ao � , �� V
� ��h� � � 13 ; „ �� o . I ( ' ' �C O.T.G. STRUCTURAL BEAM.
N �ti_ , � -� � L BY �'/ � o � � � ` �- - - - - - - -s"— ' � Cn
I� __JJ ��
� �� I � �--- ;� '� �•� I r E - � � � � � O 6 G A R A G E C O D E T E C T 1 0 N S Y S T E M C O N T R O L
� �' ' fi� " �' 'ST(OF) 1 1 -� �� � � � -� ! � PANEL AND MECHANICAL ROOM EQUIPMENT ■L �
IPZ � 3� 4n F--------t_�-------H 4r 3„ gT I 0. i i 3p � e � � ----�- CONTROL PANEL �
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 4„ .�� ,� 'I _ � Ys w � � =I ; � ; � �
o � ; ; _ se _�_ � a ' ' �� 7 REFER TO SHEET M1.01 FOR CONT1NUAl10N OF >
�_�„�-,
� � 1 ''ly�''-= -'-- — - - - — - - - - - - - - - - - - i � �
at�.e.sc�aa•aa — — - - - - - - - - - � ' s - - - - - -` — — - - - - - � !
a — - — - — - — - — - — - �.2"V DW. �------------------� i i i i CU - i � I— - — - � �� SMS/R(V) PIPING
� �� i O 8 2„ 10 ; � a 12 10 1 10 _ i N i r � � I E. = 8154�.00 O8 REFER TO SHEET M1.01 FOR CONTINUATION OF
PROVIDE �UT-OFF VALVE I ��n i �7 � � i �+ SMS/R(N) PIPING
� AT Syl3%R MAINS TO i � � � � � 13 �� _= I I p 2 ! j
� Pq�ENT1AL FUTURE ZONES. PR 6 � I I 2 '� O9 TYPE �C' LOUVER, 60x60, USED FOR
� �� � i U PROVIDE SCRE N OVER DUCT = i I I i ' , , ; DROP W A BLDG. PERIMETER AESTHEIICS ONLY, BLANKED OFF AND
�-' � � i i i i � OPENING. � � � � � � - - � � W '� � � ; FOOTING T MATCH INDICATE INSULATED BEHIND. REFER TO ARCH.
°J \�� ��/ � ' � � e I I e o '� � '' INVERT EL VATION. DRAWINGS FOR ADDITIONAL INFORMATION
� � � � I e1, ELEVATOR SUMP PUMP. ; = 5 =�
�� �� � � � � � � � � � N N � � � i �� t1i7EiFii9Pii7flf/�
� ❑2 o-� _ � 10 TYPE C LOUVER, 72x60, USED FOR , � ��� , ;
� �� �' � PUMPED ST FROM ELEVATOR SHAFT �� � �� „ � � � � � AESTHETICS ONLY, BLANKED OFF AND �.�°� �o•••°�• ' �
-� ��\' � ZURN Z199 DOWNSPOUT NOZZLE, OR SUMP. LOCATION, DEPTH, AND SIZE � �Y4M � H� �y�cl„ � _ _ � C , i INSULATED BEHIND REFER TO ARCH :�, • � K ac, �' "
-o �� �� � EQUIVALENT, 36" ABOVE SLAB. TBD, PENDING ELEVATOR SELECTION. I � � _ _ � _ DRAWINGS FOR ADDITIONAL INFORMATION. �0• <._ :
-a � � i I.E.=8162.0 � SMSN - - - - � - - � - — - - - - — � � - - - - - - �� "U. .
c°, ��� ��� � I.E.=8161.25 W O I I � ' � ��� 11 TYPE 'C� LOUVER, 60x60, IN FRONT OF TYPE ;.a� 3 21�3 :
' ` � � 5 ( B COMBINATION LOUVER, 60x60. REFER TO °9.
>, ' `� i F.C.O. I �_ � ' ! � � p.� q , f o� ,�'
TO STORM MAIN. REFER TO CIVIL ----- - - � - — - - — - — - — - �- - — - — - ARCH DRAWINGS FOR ADDITIONAL %�` •, b �l�r�.�, �
-6 ��' \�.\ � DRAWINGS FOR CONTINUAl10N. � � I � (I S T A I I INFORMATION. °��i�e��s�• `• '���\�;'
� . �---- - --SO--
- - ---�--- ---- ---------- - � ' 6 � �i of�A�- ��
� ` i � � � � \ ��sse�ec���eE�tssieu���
� i Q1 � � C.O.T.G C.O.T. � � ' ' 72x60 IN FRONT OF TYPE
� �,\\ ' 'o I I � I 14 _ _ ___ _ �-� 12 ,B' COMBINAT10N�LOUVER,
�. � I O � I i�i� � I 9�H-� ARCH DRAWINGS FOR ADDI110NAL REFER TO
o� ��� � SAND/OIL INTERCEPTOR, 860 GAL.; COPELAND � O I C.O.T G � � � INFORMATION.
� � � i ENTERPRISES OR EQUIVALENT. PROVIDE I I - --- --ST•-i----- ----------- -- A � ___ � „
-° �� i MANHOLE RISER RINGS AS REQUIRED TO � � — - - - — - — - - — - - — - — - � � HWS - — - — - � 13 �4 HWS/R TO UH/CUH
--� - 7 PROJ NO 17030 00
o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �y MATCH INVERTS AND GRADING. INLET AND L-- �-J �� " � � � � Ij�1N1R
N OUTLET ON ADJACENT SIDES. REFER TO � i `� i C.0 _ w 4 � � ' ' ' w � �� 14 1Y4"HWS/R UP, CONNECT TO NEAREST HWS/R DRAWN ELP
� DIAGRAM �H, SHEET M5.01. � ` V e___ 1 I I I 11 O � � OF LARGER SIZE. NOT SHOWN FOR CLARITY.
�- � °---- " ac X�"Hwc ro 3 , CONNECT TO REVIEWED DJK
� � � p 1 � i i i p 13
� = 61 08 I e�= � � � � � � CUH 2 -- i 15 1Y4 CW/HW, e
�, , g� , � , NEAREST CW/HW/HWC F zARGER SIZE. NOT
° C.O.T.G I � 10 \�� � I I I i , ; SHOYVN FOR CLARITY. 3 ALSO SHOWN.
t° I = ; �\��, I ���� � - � ' i �6 �Y4"cw/Hw, ac 7�"HWC TO ,°� DATE 10/30/09
� I. .=8163.00 � � �� .. I ��\ - I I I �� " �
j � I NN � �\ I a : � � � � '' i 17 ELECTRICAL PANELS. AVOID ROUTING PIPING REVISIONS
Q � �� � OR DUCTWORK OVER PANELS; MAINTAIN N.E.C.
� � �� ' ° ,� I CLEARANCES. COORDINATE ROUIINGS WITH DIV PERMIT SET RE-SUBMITTAL
� � i _ \ � �v4. � �
� , f i3 �. 5 _ I , � _ _ _ _ _ _ _ i 7 $ 16 CONTRACTOR �ADDENDUM #1 03/04/10
� � L J — � I I - � �� .� � T❑R A G E _ �~ - -__� SHEETMETAL PAN BELOW ST OF THRU MDF
j � - !--_� -_-_ -_J.---J g I _ _ � 111 -�OO I �a ROOM NO EQUIPMENT BELOW THIS PIPE. �ADDENDUM #2 03/04/10
�
j � � � � � � � � � � � - - - - - - - - - - - I - - - 11 - 9 — 9 - - - - -I— - - - --�, g 1 NOTE• FR 6 PR #0609/17/10
�/
°' i i � O P1 O i O � BRANCH PIPING SHOWN AS SINGLE LINE
REPRESENTS MORE THAN ONE PIPE. 0 OZ ARCHITECTURE
o ��_� _ .._�,...��_.____�._� W a�_----_---�-_ � ' �-------------------- -------------------------------------}------------------------------- ! REFER TO RISER DIAGRAMS ON M3 & M4
z TO STORM MAIN. REFER TO i i i , SERIES DRAWINGS FOR PIPE QUANTITY a
�, CIVIL DRAWINGS FOR - Q
AND I .
;� CONIINUATION. ; ,L FIRST CHAIR
o �_.__ ____��_________- ---- -- .
� I I I � NODES INDICATE PIPE IS
� ' INCLUDED IN BRANCH r ISSUED FOR
o � I PERMIT SET
J
T � )
� � �
� � ��
�
� � --- � SHEET TITLE
�
Z ' Hws MECHANICAL
�
� RISER LEGEND � Hc FLOOR1PLAN
`° MECHANICAL LEVEL 1 - FLOOR PLAN � SMS(N OR V)
00 ' sMR(r� oR v) SCALE
�n SCALE �i8��_ ��-o�� � e PLUMBING RISER
SHEET NUMBER
�
SAMPLE PIPE RISER ROUTIN
� Q HEATING WATER RISER
SCALE NO SCALE
% �
�
9 � �%
\ _ � .T ,
�T�
� '
-- - -- - - - — \
/
R
1805 29th Street
Suite 2054
, Boulder, Colorado
� 80301
--fSMR phone 303.449.8900
�
� 4 D �
— — �g
0
om
r---------� �--------� ��
� TO NDL SNOWMELT � ` -' � TO TOV SNOWMELT � �
SMR-� SMS I I I SMS ��
� ZONES. � � ZONES. � ` a�
L��������J �— —� o a
L---------�
4 D Z r`uv = o���,°
p� — p�. p Z �,m�o
� �n��nrn
� � � Q � m o m.-ri
ov>nc�c�
Q � C OI�/l N(V t'I
` � W O O C]O O
-5�1� I � SMS � � ��o��
c m V��u�
W
� o
� � 3 � O ��
1 T o -s �t�3
U �J O l i Q 3
SMR
SMS 1 T "
5M5 ^
PR 6
��
1 I D A SNOWMELT MOISTURE/TEMPERATURE SENSOR (TEKMAR 090 OR EQUIVALENT) SHALL BE LOCATED IN
l THE SNOW MELTED AREA OF FACH GROUPING (NDL ZONES AND TOV ZONES) AS INDICATED ON THE
I 1 P i � DRAWINGS. WHEN THE SENSOR INDICATES THE OUTSIDE AIR TEMPERATURE BELOW 37'F (ADJ.) AND
� I � � MOISTURE PRESENT, THE SNOWMELT CONTROLLER SHALL PROVIDE A SIGNAL TO ENABLE 80TH
• SNOWMELT CIRCULATION PUMP P-1 (NDL) OR P-8 (TOV). MAINTAIN SNOW MELT SUPPLY WATER
�3 (�j� � TEMPERATURE AT SETPOINT OF 140'F (ADJ.) BY STAGING THE SNOWMELT BOILERS B-1 AND THEIR
° ASSOCIATED INJECTION PUMPS P-2. THE PUMP P-1 PRIMARY AND STANDBY POSITIONS AND THE
� J s� � J - � PUMPS P-8 LEAD AND LAG POSI110NS SHALL ROTATE ON A WEEKLY BASIS. PUMPS SHALL BE OFF
WHEN A CALL FOR MELT IS NO LONGER PRESENT. POSSIBLE FUTURE EXPANSION OF THE SNOWMELT
C F S Y S T E M M A Y R E S U L T I N P U M P� P-1 O P E R A T I N G I N A L EAD AND LAG STRATEGY, SIMILAR TO INIIIAL
�- �� ��� PUMPS P-8 OPERATION.
� PROVIDE A MANUAL OVERRIDE SWITCH WITH A SIX HOUR (ADJ.) 11MER TO CYCLE THE SYSTEM FOR ICE
g=� � CF�— —CF CLEARING. � O
■� �
� �
I I � L
X � 7 0 � �
X _ _ _ _ U o
X
�
� � U -_ __
�
� t� ..
� �- _
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� � L.L
o �
� SNOWMELT BOILER PLANT CONTROLS SCHEMATIC
N
� SCALE NO SCALE
L
� �
� i
�
�
a--+
Q
� � i,^�8P�9@Pi9iti�flll,
, �, . t� !��C ;'�4,,
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x
� \ � a .1 OE��' ,'�ti�
� - - °�„° �y'�G��
� °
-o ' ..�� o =
� �� �� �� ;�_
� � ���
:
��sC�„°•� f r,d���:r\��
m ��s�� s •••... a��a �����
� � ''�i�i�`S/0 fa�A��-eF'\\����
� } • 12" MAXIMUM ,
�
� (
� , Tl
� PROJ NO 17030 00
o T �� 1 � _____ HEATING WATER SUPPLY (HWS) SETPOINT SHALL BE RESET FROM 180'F TO 110'F AS OUTSIDE AIR
r------ - 1 TEMPERATURE RISES FROM 10'F TO 50'. PROVIDE AN OUTDOOR AIR SENSOR LOCATED ON THE NORTH DRAWN ELP
� � I I EXPOSURE. CONTROL SHALL ABANDON THE ABOVE OSA RESET CURVE DURING DEMAND FOR DHW
� ' " - � � PRODUCTION TO PROVIDE 180'F HWS SETPOINT. HWS SETPOINT SHALL BE MAINTAINED BY STAGING ON
� I TO BASEBOARD, UH, CUH I REVIEWED DJK
� I I I � �� I AND FCU. I BOILERSS ALL NOET F RE UNNESS THE CONDENS NG 0 LERLES�INBUSE R ND DDITIONAL BOILOER S AGES SARE
o � � � i � REQUIRED BOILER CONTROL VALVE SHALL BE OPEN WHEN ASSOCIATED BOILER IS ENABLED AND CLOSED
� '1'' 1' D 1 � L'----- ------J 0 PROVID�CHWSDSETPOINTIS DISABLED. ALL BOILERS SHALL OPERATE VIA FACTORY MOUNTED CONTROLS
DATE 10/30/09
� � � 801LERS INTERNAL CONTROLS SHALL BE INTERLOCKED WITH ASSOCIATED BOILER CIRCULATING PUMP. WHEN REVISIONS
o � �� BOILER IS ENABLED, CIRCULATING PUMP SHALL START. CONVERSELY, WHEN BOILER IS DISABLED, PERMIT SET RE-SUBMITTAL
� � �� CIRCULATING PUMP SHALL STOP.
v � I v - u — I � � i P� �ADDENDUM #1 03/04/10
� _ _ THE THREE-WAY MIXING VAL�E ON THE NON-CONDENSING BOILER INJECTION LOOP SHALL MODULATE TO
� MAINTAIN APPROPRIATE HEATING WATER RETURN TEMPERATURE TO THE BOILER.
� - - � HEAl1NG WATER CIRCULAl10N PUMPS P-5 SHALL �ADDENDUM #2 03/04/10
�,?, �3 UPON A CALL FOR HEAT FROM ANY SPACE LOAD, THE
� � • � � • � ENABLE THE PUMPS SHALL STOP WHEN A CALL FOR HEAT IS NO LONGER PRESENT. � � P!O6 PR#06 09/17/10
� ��� I �� I � � UPON A CALL FOR HEAT FROM A TANK MOUNTED AQUASTAT SET AT 120f(ADJ.) ON TNE DOMESTiC HOT
�, WATER STORAGE TANKS, THE DHW INJEC110N PUMPS, P-4, SHALL ENABLE AND BOILERS SHALL STAGE ON 0 OZ ARCHITECTURE
� p �w C ' p �.w I � TO SATISFY THE DOMESTIC HOT WATER LOAD BY SUPPLYING 180� (ADJ.� HEAl1NG WATER. THE PUMPS
_° '` '` SHALL STOP AND THE BOILERS �HALL DISABLE WHEN A CALL FOR HEAT IS NO LONGER PRESENT.
� �TO DOMESIIC WATER PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOWN SYSTEM SHALL FIRST CHAIR
° � HEATER PLANT. � COMPLY WITH ASME-CDS-1. DIVISION 15 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED
o- I I CONTROL WIRING. ALL WIRING SHALL BE IN CONDUIT. A CLEAR POLYCARBONATE HINGED COVER SHALL
� L��-�--�-J
BE PROVIDED TO PREVENT ACCIDENTAL OPERATION OF SWITCH SWITCH SHALL HAVE ENGRAVED ISSUED FOR
o CONTRAC OR SHALLN 0 RDINATE WITH„D�VISION M6RFOR SAFE SU TDOWN OF'SBCILERSCONTROLS PERMIT SET
J
'' BOILER BREECHING SYSTEM TO BE PROVIDED WITH SEQUENCE DRAFT CONTROL COORDINATE
� BUILDING BOILER PLANT CONTROLS SCHEMATIC REQUIREMENTS WITH FLUE MANUFACTURER.
� SHEET TITLE
o SCALE NO SCALE MECHANICAL
Z CONTROLS
°o DIAGRAMS
�
� SCALE
i _ . -
�, SHEET NUMBER
�
U
N
O
i
d
m �
� �
�
�
1
f
`� ,
I
_ d "
a
9
�
I
�
° FLAG NOTES : NOTES :
- O1 TRAFFIC GATE CONTACTOR SHALL PROVIDE 1 " 1 . EXTERIOR LIGHTING TO BE CONTROLLED BY
CONDUIT WITH 3- #10, #10 GRD FOR POWER , EXTERIOR LIGHTING CONTROL PANEL ( LCP)
2 " CONDUIT TO BUILDING AND 2" CONDUITS REFER TO DIAGRAM � , SHEET E6. 02
FOR LOOP . CONTRACTOR SHALL VERIFY ALL
CONDUIT AND POWER REQUIREMENTS AND 2 ELECTRICAL CONTRACTOR SHALL VERIFY
LOCATIONS WITH SECURITY DESIGN BUILD WITH SECURITY DESIGN BUILD CONTRACTOR
, CONTRACTOR PRIOR TO ROUGH - IN ALL REQUIREMENTS FOR SECURITY AND R
� TRAFFIC CONTROL SYSTEMS PRIOR TO
" OZ TRAFFIC CONTROL CABINET. CONTRACTOR ROUGH - IN
SHALL VERIFY ALL CONDUIT AND POWER � '`/
REQUIREMENTS AND LOCATIONS WITH SECURITY 3 DASHED LINES INDICATE GENERAL
DESIGN BUILD CONTRACTOR PRIOR TO UNDERGROUND CONDUIT ROUIING INTENT 1805 29th Street
_ _ - - - - - - ROUGN - IN . CONTRACTOR SHALL VERIFY AND Suite 2054
_ _ _ _ - - - COORDINATE EXACT ROUTING WITH GC AND ; �
_ _ _ _ _ _ _ _ _ - - - ' � - O3 GATE CONTROL KEYPAD/CARD READER OTHER TRADES AS WELL AS SITE BOUIC� Er , COIOC'8C� 0 �`
CONTRACTOR SHALL VERIFY ALL CONDUIT AND CONDITIONS
80301
� _ _ _ - - - - - - POWER REQUIREMENTS AND LOCATIONS WITH `
_ _ _ � ' � _ _ _ _ _ - - - - � � SECURITY DESIGN BUILD CONTRACTOR PRIOR phone 303 . 449 . 89 � �
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PLAN SHEET NOTES
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� ADJACENT PARTITION,TYP U NO R
� 151'- 11 3 " �
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' 25 2 3/4" 9'-2" 16'-2" 21'- 10" 5'-2" '-9 5/16' 7'-8 1/16" I 14'-6 5/8" I 15'-4" 5 9��� 6'- 1 9/16" I 7'-0 / " � 17'- 11" � I 4 SEE 10 02&A10 03 FOR PARTITION TYPES
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PLAN FLAG NOTES
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_ _ A4 13 - _ _ _ _ i __ 21 _ _ _ _ O _ _ _ _ _ _ _ _ _ Ii _ _ _ ORR D R C° T 3 HEAVY TIMBER ROOF TRELLIS �
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7 I 2 � A 20 f�5 04 Q 5'`11 1/16"� EQ � 1 N RESIDENTIAL FLOORS
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6 � U U I I � � � i I A4 12 � � LOBBY AND RESIDENTIAL STORAGE
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SECTION FLAG NOTES SECTION FLAG NOTES SECTION FLAG NOTES
1 TYPICAL HIGH SLOPING ROOF CONSTRUCTION ASPHALT ROOFING SHINGLES OVER 40 MIL SELF ADHERING SHEET UNDERLAYMENT OVER 5 EXTERIOR BARBAQUE DECK WITH CONCRETE PAVER CONCRETE PAVERS OVER 1-1/2"SAND BASE WITH SNOWMELT TUBING IN SAND BED 13 METAL GUTTER
ROOF SHEATHING OVER PREFABRICATED ROOF TRUSSES, RE STRUCTURAL, R-38 BATT INSULATION OVER VAPOR BARRIER OVER 5/8"TYPE OVER DRAINAGE MAT, PROTECTION BOARD AND 215 MIL FABRIC REINFORCED HOT FLUID APPLIED WATERPROOFING OVER CONCRETE/ 14 TYPICAL RESIDENTIAL SLIDING DOOR METAL CLAD WOOD DOOR .�
'X'GYP BD AT BOTTOM OF TRUSSES(1 HR RATED ROOF/CEILING ASSEMBLY)) METAL DECK OVER STEEL FRAMING, RE STRUCTURAL 15 FULLY GROUTED CMU SUPPORT FOR STONE ABOVE
2 TYPICAL LOW SLOPING ROOF CONSTRUCTION DOUBLE LOCK STANDING SEAM METAL ROOF PANELS OVER 2 LAYERS SELF ADHERING HIGH 6 FLAT ROOF CONSTRUCTION WITH METAL DECK RUBBER PAVERS ON 2 PLY SBS MODIFIED BITUMEN ROOFING, 1/4"COVER BOARD,TAPERED 16 HEAVY TIMBER KICKER
TEMPERATURE BUTYL RUBBER SHEET ROOF MEMBRANE UNDERLAYMENT, 5/8"ROOF SHEATHING OVER STRUCTURAL FRAMING, R-38 BATT RIGID INSULATION SLOPED TO DRAIN OVER CONCRETE/METAL DECK, RE STRUCTURAL, OVER STEEL FRAMING, R-38 BATT INSULATION 17 SNOW FENCE
INSULATION OVER VAPOR BARRIER AND 5/8"TYPE'X'BYP BD AT BOTTOM OF FRAMING WHERE OCCURS OVER VAPOR BARRIER, 5/8"TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING
3A TYPICAL WALL CONSTRUCTION WITH STONE STONE VENEER WITH 1"SOLID MORTAR CAVITY, GALVANIZED METAL FASTENERS, BUILDING 6A FLAT ROOF CONSTURCTION OVER WOOD FRAMING 2 PLY MODIFED BITUMEN ROOF MEMEBRANE, 1/4"COVER BOARD, TAPPERED 18 DOUBLE LOCK STANDING SEAM METAL ROOF OVER 2 LAYERS HIGH TEMP WATERPROOF MEMBRANE OVER 5/8"EXPOSURE 1 PLYWOOD
PAPER, 5/8" EXTERIOR TYPE'X'EXTERIOR GYP SHEATHING,6" METAL STUDS, R-21 HIGH DENSITY BATT INSULATION,VAPOR BARRIER,5/8" INSULATION SLOPE TO DRAIN (2"MIN @ DRAIN)OVER 5/8" EXPOSURE 1 PLYWOOD SHEATHING,WOOD JOIST FRAMING SHEATHING OVER 3X6 WOOD T&G DECKING OVER HEAVY TIMBER FRAMING
GYP BD, 1 HR EXTERIOR WALL WHERE INDICATED ON PLANS RE 13, 14/A9 01 7 TYPICAL RESIDENTIAL WINDOW METAL CLAD WOOD WINDOW 19 PERIMETER FOUNDATION DRAIN SYSTEM, RE CIVIL AND 3/A9 11 �
36 EXTERIOR WALL CONSTRUCTION 3-COAT CEMENTITIOUSE STUCCO, EXPANDED METAL LATH 2-PLY ASPHALT IMPREGNATED BUILDING 8 TYPICAL FLOOR CONSTRUCTION (LEVEL 3 THROUGH 5) TYPICAL FLOOR FINISH OVER 1-1/2"CEMENTITIOUS TOPPING OVER ACOUSTIC MAT, 20 CEMENTITIOUS SOFFIT PANEL W/BATTENS AND 4"WIDE CONTINUOUS SOFFIT VENT @ WALL LINE
PAPER, 1/2" EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,VAPOR BARRIER, 5/8"GYPSUM BOARD, RE 3/4"T&G SHEATHING OVER WOOD FRAMING JOISTS, RE STRUCTURAL, 6" BATT INSULATION OVER 1/2"RESILIENT CHANNELS OVER(2) 21 BLACK 2"THICK ACOUSTIC INSULATION BLANKET ON ENTIRE INTERIOR SHAFT/EXTERIOR WALLS AND INTERNAL TO THE EXHAUST FAN A� G H I 1 E C 1 U � E
15/A9 01 LAYERS TYPE'X'GYP BD(1 HR RATED)AT BOTTOM OF FRAMING, RE 1/A10 10 PLENUM
3C EXTERIOR WALL CONSTRUCTION, CEMENTITIOUS LAP SIDING AND CEMENTITIOUS PANEL BOARD WITH 5/4"X8"VERTICAL BATTENS @ 16"O C , g CONCRETE SEALER ON SLAB ON GRADE AT VEHICULAR DRIVING AND PARKING LOCATIONS 22 HEAVT TIMBER CEDAR TRELLIS
WEATHER RESISTIVE BARRIER, 1/2"EXPOSURE 1 PLYWOOD SHEATHING,2X6 WOOD STUDS, R-19 BATT INSULATION,5/8"TYPE'X'GYP BD , RE 1805 29th Street
15/A9 01 SIM 10 TYPICAL BELOW GRADE WALLS CONCRETE FOUNDATION WALL, RE STRUCTURAL,VERTICAL WALL WATERPROOFING, DRAINAGE PANEL AND 23 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR RETARDER
2"EXTRUDED POLYSTYRENE RIGID INSULATION, RE SHEET A9 11 24 ALUMINUM STOREFRONT WINDOW AND DOOR SYSTEM SUIt@ ZO�
11 FLOOR CONSTRUCTION (LEVEL 2 ONLY) CONCRETE ON METAL DECK OVER STEEL FRAMING, RE STRUCTURAL,2 HR SPRAY FIRE PROOFING 25 CONCRETE PAVERS OVER 1 1/2"SAND BASE WITH SNOWMELT TUBING OVER 4"CONCRETE SLAB ON GRADE RE CIVIL/LANDSCAPE BOUICIer, Colorado 80301
. ON STEEL BEAM FRAMING 26 PLANTER DRAIN, RE CIVIL hone 303.�9.8900
12 TYPICAL JULIETTE BALCONIES AT UNITS 6X8 HEAVY TIMBER VERTICAL POSTS 3X8 H T FASCIA TRIM AND FRAMING, 3X8 T&G WOOD DECKING, 27 R-38 BATT INSULATION P
STEEL TUBE RAILING WITH WOOD RAIL CAP 28 PREFINISHED DOWNSPOUT TO GRADE, RE CIVIL FOR STORM CONN C O
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A B C D D 3 E E 5 F G H H 3 � NOTES:
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, I �� Suite 2054
I � O WASHERSD 20 AMP 120 VOLT CIRCUITS FOR Boulder, Colorado
, , � � � �
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I 1. REFER TO MECHANICAL EQUIPMENT
SCHEDULE SHEET E6.02 FOR ELECTRICAL
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� � � � � � i I EQUIPMENT.
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II �I 1805 29th Street
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II I i i i i i 2 COMPLETE�ND OP RAB EIBSYSTEM.
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i i i i i i i i � � RM1-10,h2 � � ALL HEATING CABLE RUNS AND LOAD
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- - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - � - - - - - I ZON�E #1 BYLIN REQUIREMENTS AND 1805 29th Street
ZONE #1 RECCOMENDATIONS.
- — - — - — - — - — - — - — - — - — - — -
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RM1 506 507 508 509 504 505 510 511
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Unit Feeder Schedule �
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Distribution Cu Feeder '
Unit# Conductor Estimated
LEVEL
Panel Schedule Feeder
Length
Urnt 204 DP2 100(3WG) 40ft 1805 29th Street
Unit 205 DP2 100(3WG 108ft S u ite 2054
Boulder, Colorado
Unit 206 DP1 150(3WG) 114ft
Unit 207 DP1 100(3WG) 74ft H3 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 80301
406 407 408 409 404 405 410 411
Unit 208 DP1 100(3WG) 44ft
Unit209 DPi 150(3WG) 114ft phone 303.449.U9��
Unit 210 DP2 150(3WG) 124ft
Unit 211 DP2 100(3WG 94ft F8 LEVEL 4
Urnt 304 DP2 100(3WG) 48ft �g
0
Unit 305 DP2 150(3WG) �20ft N�
Urnt 306 DP1 ~�
150(3WG) 126ft
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Un�t 307 DP1 100(3WG) $sft ` a�
Un�t 308 DP1 100(3WG) 56ft �a
Unit 309 DP1 150(3WG) 126ft „ UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT Z N c ��o�o
(1) SPARE 3 C 306 307 308 309 304 305 310 311 0�N��
Urnt 310 DP2 150(3WG) 136ft � � Z ` ���°��
o�o 00.-c5
Umt 311 DP2 100(3WG) 106ft 2 � � Q � � ^N N N�
v oocioo
Unit 404 DP2 100(3WG) 60ft � W � v v�V v
N F7 F6 LEVEL 3 � � �
Unit 405 DP2 150 3WG) 132ft Y Q c ��
Umt 406 DP1 150(3WG) 138ft _
N � � � �.�
Unit 407 DP1 100(3WG 98ft � ,� �
Unit 408 DP1 100(3WG) 68ft V >�o�a �
Unit 409 DP1 150(3WG) 138ft
Urnt410 DP2 175(3WG) 148ft PANEL
Umt 411 DP2 150 3WG) 118ft � RM2 PANEL UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
206 207 208 209 204 205 210 211
� H3 o ti��ENS�D
Urnt 504 DP2 100(3WG) 70ft �
Unit 505 DP2 150(3WG) 144ft o j�r'�����CC��'• �.
Urnt 506 DP1 175 3WG 150ft � REFER TO UNIT FEEDER SCHEDULE Q��_ : d
( ) THIS SHEET FOR UNIT FEEDER SIZES.
Unit 507 DP1 150(3WG) 110ft F�� F5 F4 TYPICAL FOR ALL UNITS. LEVEL 2 � , � w
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Umt 508 DP1 100(3WG) $� - .y' /+ � � �
Unit 509 DP1 150(3WG) 150ft .�� ' �, t�,�
Unit 510 DP2 175(3WG) 160ft �'p'
Un�t 511 DP2 150 3WG �2�ft •• N.H.r•
�
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2000A s s M M ►� M M 3 ELECTRONIC SUB-METERS 200(4WG) Q PROOF ENCLOSURE.
\ \ \ \ \ FOR RESIDENTIAL UNITS, 2 I _
T N QN �°n �°n N r°� TYPICAL Q 200/3 2 �� U
G �
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X - - •-
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� „ ENCASED IN MIN. 2" OF
� CONCRETE I A W. N E.C. GROUNDING ELECTRODE Q
y 250-52 CONDUCTORS SIZED PER NOTES: FLAG NOTES.
N.E.C. TABLE 250-66.
N WATER SERVICE I.A W
N.E.C. 250-52 1 PROVIDE SERIES RATED CIRCUIT BREAKERS O1 PROVIDE A SIGN ON SWITCHBOARD WHICH
� RATED FOR THE FAULT CURRENTS LISTED IN READS "60KW STANDBY DIESEL GENERATOR
L BLDG. STEEL I.A.W. ELECTRICAL ONE-LINE DIAGRAM THE SHORT CIRCUIT CALCULATION SUMMARY. AT WEST GARAGE ENTRANCE" PER NEC 701.9.
N.E.C. 250-52
� . SCALE NONE 2 PROVIDE CIRCUIT BREAKERS WHICH ARE O2 DESIGN IS BASED ON CUMMINS #DSFAD 60KW,
o CLEARLY LABLED WITH THE INTERUPTING 208Y/120V, 3PH, DIESEL GENERATOR. WITH 8
� RATING PER NEC 240.83.
HR. SUB-BASE FUEL TANK.
X WIRING SCHEDULE - ALUMINUM IRING SCHEDULE - COPPER O3 E-MON D-MON SINGLE PHASE KWH METER
i
#MMU16 W 16 2277100-SA. PROVIDE
-o �zwc� (3WG) �awc� �zwc� (3WG) �awc� NECESSARY SOFTWARE (E-MON ENERGY
� AMPS �p y yy�RE,GROUND 1fd,3 WIRE,GROUND OR 30,3 WIRE,GROUND 30,4 WIRE,GROUND AMPS SOFTWARE); INSTALL ON OWNER FURNISHED
U 1P1,2 WIRE,GROUND � 1?J,3 WIRE,GROUND OR 3W,3 WIRE,GROUND 3PJ,4 WIRE,GROUND PC. PROVIDE SETUP AND TRAINING BY A
T 60 (2#4&1#8 G)1"C (3#4&1#8 G)1 1/4"C (4#4 8 1#8 G)1 1/4"C
FACTORY REPRES N A I .
m
70 (2#2&1#6 G)1 1/4"C 6 (2#6&1#10 G)3/4"C (3#6&1#10 G)1"C (4#6&1#10 G)1"C
(3#2&1#6 G)1 1/4"G (4#2&1#6 G)1 1/2"C
�
� 80 (2#2&1#6 G)1 1/4"C 60 (2#4 8 1#10 G)1"C (3#4 8 1#10 G)1"C (4#4$1#10 G)1 1/4"C
� (3#2&1#6 G)1 1/4"C (4#2&1#6 G)1 1/2"C
� 90 (2#2&1#6 G)1 1/4"C �� (2#4&1#8 G)1"C (3#4&1#8 G)1 1/4"C (4#4&1#8 G)1 1/4"C
(3#2&1#6 G)1 1/4"C (4#2&1#6 G)1 1/2"C
PROJ N0. 7
100 (2#1&1#6 G)1 1/4"C $� (2#2&1#8 G)1"C (3#2&1#8 G)1 1/4"C (4#2&1#8 G)1 1/2"C
(3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 1/2"C
DRAWN•
� 90 (2#2&1#8 G)1"C (3#2&1#8 G)1 1/4"C (4#2&1#8 G)1 1/2"C
-� +�o cz#„o&,��,,,,4��C (3#1/081#4G)11/2��� c4#,�o&,��,2°� SHORT CIRCIlIT CALCULATIONS SUMMARY REVIEWED. SJH
� 125 (2#2/0&1#4 G)1 1/2"C 100 (2#1&1#8 G)1 1/4"C (3#1&1#8 G)1 1/2"C (4#1&1#8 G)1 1/2"C
(3#2/0&1#4 G)2"C (4#2/0&1#4 G)2"C
110 2#1&1#6 G)1 1/4"C (3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 1/2"C F- #�F #OF F"
O160 (2�3/0&1#4 G)1 1/2"C (3#3/0&1#4 G)2"C (4#3/0&1#4 G)2 1/2"C � Z EQUIP LENGTH VOLT IRE SIZ CONDUCTOR CONDUIT VOLTAGE CABLES C VALUE* PARALLEL �sc AVAILABLE f„ M,, Isc LET THRU ?
� 776 �z6 (2#1&1#6 G)1 1/4"c � MATERIAL CLASS(V) UPSTREAM (FAULT)* (AIC) �
r (2#4/0&1#4 G)2"C (3#4/0&1#4 G)2"C (4#4/0<l4 G)2 1/2"C (3#1&1#6 G)1 1/2"C (4#1&1#6 G)1 1/2"C p,
(s orT) RUNS a DATE• 10/30/0
� 1so �2#vo&1#s G)��/a^C (3#1/0 81#6 G)1 1/2"C (a#1/o 8�1#s G)2"C F1 MSB 122 208 500 C N 600 T 30,028 4 59,600 1 1 39,625 39625 F1
� 200 (2-250 KCMIL&1#4 G)2"C (3-250 KCMIL&1#4 G)2 1/2"C (4-250 KCMIL&1#4 G)3"C
/ F2 DP1 10 208 350 C N 600 T 22,736 2 39,625 0 1 36,944 36944 F2 REVISION
� 1�6 (2#2/0&1#6 G)1 1/2"C (3#2/0&1#6 G)2"C (a#2io a�#s G)2"C F3 DP2 76 208 350 C N 600 T 22,736 2 39,625 � 1 25,540 25540 F3
Q ZZ6 (2-300 KCMIL&1#2 G)2"C (3-300 KCMIL&1#2 G)2 1/2"C (4-300 KCMIL&1#2 G)3"c PERMIT SET RE-SUBMITTAL
U F4 Unit 204 40 208 1 C S 600 T 7,454 � 25,540 1 0 ¢ 11,927 9113 F4
w 2b0 (2-350 KCMIL&1#2 G)2 1/2"C (3-350 KCMIL&1#2 G 3"C 200 (2#3/0 8 1#6 G)1 1/2"C (3#3/0&1#6 G)2"C (4#3/0&1#6 G)2"C �
) (4-350 KCMIL&1#2 G)3��c F5 Urnt 208 44 208 1 C S 600 T 7,454 1 36,944 2 0�� �� Z N/A F5 ADDENDUM #1 03/04/10
U 2ze (2#aio&�#a��2��C (3#4/0&1#4 G)2��C (4#4/0&1#4 G)2 1/2��C F6 Urnt 304 48 208 1 C S 600 T 7,454 � 25,540 1 � N/A F6
� 300 (2-500 KCMIL&1#2 G)2 1/2"C (3-500 KCMIL&1#2 G)3"C (4-500 KCMIL&1#2 G)3 112"C F7 Ulllt 30$ 56 208 1 C $ 600 T 7,454 � 36,944 2 '0 � F � � F7 �ADDENDUM #2 03/04/10
2S0 (2-250 KCMIL&1#4 G)2"C (3-250 KCMIL&1#4 G)2 1/2"C (4-250 KCMIL&1#4 G)3"C .
� 380 (2-750 KCMIL&1#1 G)3"C (3-750 KCMIL&1#7 G)3 1/2" (4-750 KCMIL&1#1 G)4" F8 Ufllt 404 60 208 1 C S 600 T 7,454 � 25,540 2 ^
° � �� AS� 38 ASI 38 01 14 11
U 300 (2-350 KCMIL&1#4 G)2"C (3-350 KCMIL&1#4 G)3"C (4-350 ICCMIL&1#4 G)3"C F9 Panei H1 18 208 3X �C S 600 T 13,656 2 39,625 0 , 32 54 N/A / /
/ 400 2[(2-250 KCMIL&1#1 G)2"C] 2[(3-250 KCMIL&1#t G)2 1/2"C] 2[(4250 KCMIL&1#1 G)3"C] F10 Panel H3 120 208 4X C $ 600 T 16,391 '� 39,625 Z - N/A F10 �'�
� 380 (2-500 KCMIL&1#3 G)2 1/2"C (3-500 KCMIL&1#3 G)3"C (4-500 KCMIL&1#3 G)3 1/2"C F71 ATS 18 208 250 C S 600 T 18,310 � 39,625 0 1� 2 92 F11 0 OZ ARCH ITECTURE
460 2[(2-300 KCMIL&1#1/0 G)2"C] 2[(3-300 KCMIL 8 1#1/0 G)2 1/2"C] 2[(4-300 KCMIL&1#1/0 G)3"C]
o aoo 2[(2#3/0&1#3 G)1 1/2��C� 2[(3#3/0&1#3 G)2^c] 2[(4#3/0&1#3 G)2 1/2��C� F12 Panel EP1 14 208 250 C S 600 T 18,310 1 29,920 0 . � � N/A
= 600 2[(2-350 KCMIL&1#1/0 G)2 1/2"C] 2[(3-350 KCMIL&1#1/0 G)3"C] 2[(4-350 KCMIL&1#1/0 G)3"C] F13 Panel M1 2$ 208 250 C S 60� T 18,310 � 39,625 � 1 � 6,336 F13
4b0 2[(2#4/0&1#2 G)2"C] 2[(3#4/0 8 1#2 G)2"C] 2[(4#4/0&1#2 G)2 1/2"C] 4
� 600 2[(2-500 KCMIL&1#2/0 G)2 1/2"C] 2[(3-500 KCMIL 8�1#2/0 G)3"C] 2[(4-500 KCMIL&1#2/0 G)31/2"C] *AUTOMATICALLY CALCULATED FI RST CHAIR
� 600 2[(2-250 KCMIL&1#2 G)2" ] 2[(3-250 KCMIL&1#2 G)2 1/2"C] 2[(4-250 KCMIL&1#2 G)3"C] UTILITY TRANSFORMER SIZE. 300 KVA
� 700 2[(2-700 KCMIL&1#3/0 G)3"C] 2[(3-700 KCMIL 8 1#3/0 G)3 1/2"Cj 2[(4-700 KCMIL&1#3/0 G)4"C]
°- soo 2((2-350 KCMIL&1#1 G)2 1/ �C� 2[(3-350 KCMIL&1#1 G)3°C� 2[(4-350 KCMIL 8 1#1 G)3"C� MAXIMUM AVAILABLE SYMMETRICAL FAULT AT THE SECONDARY 59600 AMPS
w 760 2[(2-750 KCMIL&1#3/0 G)3"C] 2[(3-750 KCMIL&1#3/0 G)3 1/2"C] 2[(4-750 KCMIL&1#3/0 G)4"C] ISSUED FOR�
�o0 2[(2-500 KCMIL&1#1/0 G)2 1/2��c� 2[(3-500 KCMIL&1#1/0 G)3°c� 2[(4-500 KCMIL&1#1/0 G)3 1/2°c� 1) PER H.C.E., THE MAXIMUM AVAILABLE (SYMMETRICAL) FAULT AT
� 800 3[(2-400 KCMIL&1#3/0 G)2 1!2"C] 3[(3-400 KCMIL&1#3/0 G)3"C] 3[(4-400 KCMIL&1#3/0 G)31/2"C] THE SECONDARY SIDE OF THE SERVICE TRANSFORMER IS 59,600 AMPS PERMIT SET
J �so 2[(2-500 KCMIL&1#1/0 G)2 1/2��c� 2[(3-500 KCMIL&1#1/0 G)3°c� 2[(4-500 KCMIL&1#1/0 G)3 1/2��c� SHORT CIRCUIT CALCULATIONS ARE FURNISHED FOR ALL FAULT LEVELS
� 1000 3[(2-600 KCMIL&1#4/0 G)3"C] 3[(3-600 KCMIL&1#4/0 G)3 1/2"C] 3[(4-600 KCMIL&1#4/0 G)4"C] ABOVE 10,000 AMPS � 208 VOLT �4,000 AT 480 VOLT).
soo 3[(2-300 KCMIL&1#1/0 G)2°c� 3[(3-300 KCMIL&1#1/0 G)2 1/2°c� 3[(4-300 KCMIL&1#1/0 G)3°c� ANY FAULT CURRENT BELOW THIS L EL IS CONSIDERED SAFE
� 7200 4[(2-500 KCMIL&1-250 KCMIL G)3"C] 4[(3-500 KCMIL&1-250 KCMIL G)3"C� 4[(4-500 KCMIL&1-250 KCMIL G)3 1/2"C] FOR THE ELECTRICAL SYSTEM TO CLEAR OR EQUIPMENT IS BUILT
� �oao 3[(2-400 KCMIL&1#2/0 G)2 1/2��c� 3[(3-400 KCMIL&1#2/0 G)3°c� 3[(4-400 KCMIL&1#2/0 G)3°c� TO WITHSTAND THIS LEVEL OF FAULT SAFELY. SHEET TITLE
L 1600 5[(2-600 KCMIL 8 1-350 KCMIL G)3"C] 5[(3-600 KCMIL&1-350 KCMIL G)3 1/2"C] 5[(4-600 KCMIL&1-350 KCMIL G)4"C] ELECTRI CAL
7200 4 2-350 KCMIL&1#3/0 G)2 1/2"C] 4[(3-350 KCMIL&1#3/0 G)3"C] 4[(4-350 KCMIL&1#3/0 G)3"C]
Z « 2) THE LEf-THROUGH CALCULATIONS ARE BASED ON THE FAULT CURRENT
x000 6[(2-600 KCMIL&1-400 KCMIL G)3°c� 6[(3-600 KCMIL�1-400 KCMIL G)3 1/2��c� 6[(4-600 KCMIL&1-400 KCMIL G)4°c� AVAILABLE AT A POINT WHEN THE FUSES AND/OR CIRCUIT BREAKERS ONE-LI N E
� 1600 5[(2-400 KCMIL&1#4/0 G)2 1/2"C] 5[(3-400 KCMIL&1#4/0 G)3"C] 5[(4-400 KCFNIL 8 1#4/0 G)3 1/2"C] ARE PLACED IN THE CIRCUIT. DIAGRAM
� 2500 7[(2-700 KCMIL 8 1-600 KCMIL G)3 1/2"C] 7[(3-700 KCMIL&1-600 KCMIL G)4"C] 7[(4-700 KCMIL&1-600 KCMIL G)5"C]
�
� CONDUCTOR SIZES ARE BASED ON 75°TERMINATIONS z�0� 6[(2-400 KCMIL&1-250 KCMIL G)2 1/2"C] 6[(3-400 KCMIL&1-250 KCMIL G)3"C] 6[(4-400 KCMIL$�1-250 KCMIL G)3 1/2"C]
00 CONDUIT SIZES ARE BASED ON NEC TABLE 4 RNC AND TABLE 5 THHN INSULATION SCALE�
/ 2500 7[(2-500 KCMIL&1-350 KCMIL G)3"C] 7[(3-500 KCMIL&1-350 KCMIL G)3 1/2"C] 7[(4-500 KCMIL 8 1-350 KCMIL G)3 1/2"C] SHEET NUMBER
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�-' CONDUCTOR SIZES ARE BASED ON 60°TERMINATIONS LESS THAN 100A AND 75°TERMINATIONS GREATER THAN t00A
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N CONDUIT SIZES ARE BASED ON NEC TABLE 4 RNC AND TABLE 5 THHN INSULATION
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N�(PGE RpF—��'�� c3 IMPROVEMENT LOCATION CERTIF�CATE
spv'M FR1p R�G�� GENERAL NOTES
`\N,��s�(P� G� I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
.� 1. PROJECT BENCHMARK; HARN CONTROL POINT "SPRADDLE'�. ELEVATION = 8287.82� (NAVD 88). FOR R A NELSON AND ASSOCIATES
�
2. BASIS OF BEARING. FOUND No. 5 REBAR WITH ALUMINUM CAP AND A MAGNETIC NAIL WITH WASHER 1 0� THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS
^�IN 0°• WITNESS CORNER BOTH STAMPED L S No 27598 MARKING THE NORTH LINE OF LANDMARK-VAIL NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE
v v, IMPROVEMENT LINES
°' ol.°P � CONDOMINIUMS BEING N85'40�33��E - 405 92 FEET (404,92 FEET BETWEEN MONUMENTS) CALCULATED
C2 PART OF LOT 1 o N � �OD,, ROTATION BEING +00'30�19'� RECORD - STATE PLANE COORDINATES, I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON
BLOCK 1 �n �, o THIS DATE, 07/14/10, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE
0,265 ACRES (DEED) m rla; 3. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE OUTLINE OF THE NEW BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS
0.2587 ACRES (CALC) v�r^ � BUILDING AT GROUND LEVEL. THE BUILDING IS UNDER CONSTRUCTION AND OTHER FEATURES EXIST WHICH UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMfSES,
(BOOK 363 AT PAGE 341) I c> ARE N�T SHOWN HEREON,
(TOWN OF VAII) � J � EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY
Vco � 4. LOT t IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT EASEMENT CROS5ING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
�ZOO.00r PART OF LOT 1 AGREEMENT RECORDED OCTOBER 01, 2004 AT RECEPTION No 893086. SAID EXCEPTION IS BLANKET IN
— -- � S85'1����W - BLOCK 1 NATURE.
n G� 1.089 ACRES 5 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT
�L1,J (VAIL/UONSHEAD THIRD FILING) Zo AGREEMENT RECORDED JULY O8, 2005 AT RECEPTION No. 922031 SAID EXCEPTION IS BLANKET IN �r`t� ����5
(BOOK 221 AT PAGE 992) ��t NATURE �`�`���,`�•r°°p�pe jF/'/y�
N �J�C��`\Ni �J�n^°aC�
� � 0 6 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF SKIER DROP-OFF EASEMENT c��a f�� `��' ''�
� � � � — '- � o AGREEMENT RECORDED JUNE 01, 2009 AT RECEPTION No. 200910491 SAID EXCEPTION IS NOT
' -- -- � � DIMENSIONED TO SHOW EXCEPT THE FRONTAGE ROAD ACCESS EASEMENT (EXHIBIT E) WHICH IS SHOWN ° �°`�r^"�� o�
� � N65_10'14"E�pg_57� _ ------
-- t HEREON DATE:----- 4---