HomeMy WebLinkAboutGORE CREEK BLOCK 1 LOT 8.pdf File�. CD51 fE . dwy -"'•-��
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N /� • � 2.� BUILDING CODE DATA � f °
� � ��
EARTH GRIDUNES AND BUBBLE / � A P P L I C A B L E B U I L D I N G C O D E: 2003 IRC � �/
� NORTH DIRECTIpN MARK i /� CONSTRUCTION TYPE: TYPE V- B
/' / � OCCUPANCY: GROUP R-3 DUPLEX � .
6RAVEL / • ' / �
CONCRETE � REVIEWS:
.,. '. ; ' _ _ - :
(POURED IN PLACE) x ELEVATION NUMBER �--- KEYNOTE Prelim .
p�'� �-- SHEET NUMBER / � LEGAL DESCRIPTION s5� .
l:/ /�J PRECAST CONCRETE BUILDING ELEVATION MARK O DOOR TYPE SYMBOL / LOT 8, BLOCK 1 , GORE CREEK SUBDIVI 95% .
/ / I SION,
� ; TOWN OF VAIL, EAGIE COUNTY, STATE OF Final
STEEL ELEVAT10N NUMBER / / COLORADO
� x p DRAIMING NUMBER X —
ALUMINUM X SHEET NUMBER X SHEET NUMBER / I
SEC110N MARK INTERIOR ELEVATION MARK / I .
� METAL STUD PARTITION / /
� - — - — HIDDEN LINE
PLYWOOD x DRAWING NUMBER (A80VE, BELOW OR BEYOND) / ' / I PROJECT NOTES:
x SHEET NUMBER 1 . THE NOTES BELOW APPLY TO ALL
DETAIL MARK / ' � CONTRACTORS, SUBCONTRACTORS, SUPPLIERS,
BRICK - - MATCHLINE / . OWNER- BUILDERS AND OTHERS WHO MAY USE
� '�� / I ' I THESE DRAWINGS DURING THE LIFE OF THIS
16/ / � PROJECT. THE TERM "CONTRACTOR" WHERE IT
CONCRETE MASONRY UNIT � . APPEARS BELOW AND IN ALL CONTRACT
� \ . .� � �C _ � _ �8`�80— — � � .
ASPHALT � �- �— � ____ _ � DOCUMENTS DESCRIBES A�L OF THESE PARTIES.
� � � / \ / 2• IF WRITTEN SPECIFICAl10NS ACCOMPANY
� DIMENSION LUMBER - \ � I THESE DRAWINGS, ITEMS REQUIRED BY FITHER
& CONTINUOUS BLOCKING / / PARCEL B SHALL BE CONSIDERED TO BE REOUIRED BY
�,�,� / \ � 0 . 2137 AC . / BOTH. CONFLICTS BETWEEN THE TWO SHALL BE
DISCONTINUOUS BLOCKING � \ / / GOVERNED BY THE SPECIFICATIONS.
\ \ � - �' ' 3. THE DRAWINGS AND SPECIFICATIONS MAY
� FINISH WOOD (SECTION/ELEV) �-� \ � � � ` � NOT CONTAIN ALL ITEMS THAT ARE NECESSARY —
��� / � FOR A COMPLETE AND FUNCTIONAL PROJECT.
l � I BATT INSULATION / � � � �- � 1 �' ' --- IT IS THE RESPONSIBILITY OF THE CONTRACTOR
/ � � - I TO FURNISH AND INSTALL ANY ITEM WHICH O
� GYPSUM BOARD -- __ _ _ � � y \ / ' � � \ \ \ REQUIRED TO AGCOMPLISH RA EFDIN SH DEING �
� ' PRODUCT.
� " / .\ �� ,` ` \ � •
� \ 4. THE CONTRACTOR IS RESPONSIBLE FOR .�
CERAMIC/QUARRY TILE — / � � � _ � \ � ` _ \ I HAVING A REASONABLE KNOWLEDGE OF ALL �
) \ ` CODES, LAWS, STANpARDS, ACCEPTED METHODS
�� � �e5so_. � � � I AND PERFORMANCE CRITERIA APPLICABLE TO �/� �
/ ' ����j NEW D�K AREA — -- , ` \ \ � \ � _ \� THE PROJECT. THE CONTRACTOR I
� 8�8 � �._ NEW DECK AREA S V/
� �'_ f� �I ' _ _ _ -_ \ — - - —\ - - — \ '� � — � � � 32. �g. I LICEN�ESIBAND OT�RWISEINCOMPLYINGMWITHAND �
-- � � , - --- � � � � ' � �I . � . . ALL OP THE ABOVE.
1 � , ,�J � - _ � r r�_- ) � � . . � o �
— � g�02 �• � EXISTIN� DE�rK AREA � \ \ \ � I I \ 0 5. THE ARCHITECT AND HIS CONSULTANTS DO � '
�� � \ ` � I / � NOT WARRANT THE DRAWINGS AND
� � ` I '� \ -- SPECIFICATIONS BEYOND A CUSTOMARY �
GABIAN WALL \ � DILIGENCE. IF ANY OMMISSION OR DISCREPANCY
B6OO \ � / \ �� �� � IS FOUND WITHIN OR BETWEEN THE CONTRACT
� � �• '� \ \ � 0 �� � DOCUMENTS, OR IF ANY FEATURE SHOWN � N
�
� � � �� N � 1 EXISTINGI \ � �� CONFLICTS WITH ANY LAW, CODE, STANDARD C
� � y 8609 DECK , ' � I PRACTICE, PERFORMANCE CRITERIA, OR ANY � W
I 1 AREA I \ MANUFACTURER OR TRADESMAN WARRANTY, J
5128 GROUSE LANE 7 \ / / THE ARCHITECT SHALL BE NOTIFIED PROMPTLY [� �
� 3- STORY WOOD STRUCTURE / �� SO THAT THE ITEM IN QUESTION CAN BE "� �
��860 j � � • ' �
� � � I j / � I RHEO��D P�RIORE00 NOT7FY THENARCHOITECT �
t � „ �� I OF A REASONABLY OBSERVABLE OMMISSION , � �
41 .64' � 1 0 1 I DEFECT, DISCREPANCY, OR CONFLICT SHALL R
� \ 30. 00� / � APPROVED ABSOLVE HIM OF RESPONSIBILITY FOR ANY Q v
FF ELEV: g, 40� IN I / I e� Community Development Department CONSEQUENCES OF SUCH FAILURE TO NOTIFY. O
� CONCRETE DRIVEWAY � 8609. 43 � � I �1VNOf PA�, � Building Saferyand Inspection ServiCeg 6. ALL ACTIONS TAKEN WITHOUT SPECIFIC �
� � � � � 1
� � I Sec�ion {ZbS . `-� DIRECTIVES ISSUED BY THE ARCHITECT SHALL T
GROUSE LANE v� 5130 GROUSE LANE � � �, � / • -?ld2� h�e:nattonalBuiltlingCode/IntemetlonalResidential BE THE RESPONSIBILTY OF THOSE TAKING SUCH �
) : qj 3- STORY WOOD STRUCTURE � � \ � I � Code V�,idity cf �er�i2. The icsuanc� cr r,ranting of a pem;it �hall ACTIONS. �
� / not bc ccnchu�d t� C� a F_rmit !�r, cr �n � (V
� y p PProv�l cf, 2ny violaticn of r,
� '� ) � / I \ d° << <'ti� rovisior.� cfthiscod� crctcnycthcradin_ncoctt'�e �• T�E CONTRACTOR SHALL VISIT THE SITE TO �
� — - - � jurisd:c;ic�, permit� presur,;in� t� g;veauthor�� t� L;y,a;� crc�nc211h0 BECOME FAMILIAR WITH EXISTING CONDI110NS
� provi;,icr,; cf Ihi; ccdc cr cthcr ordinancac cf tho jcr�dic!ic� ch�l; nnt be
� � � \ \ ' vaGd. The i�su2nce cf a permit bssed on cors'ruct:o� zecur�r,t; and REA�ONABLYSOBSERVABLE CI ONDITIONS SHALL
S� . \ �. \ C \ � � \ I � ather data shall no1 revent t� �
\ � P ti.. building Cf(ici�l fro-i re wnn ihc
� � � � correctien cf errer; ii tho consLvctien decument; �nd ot� er data. 7hg
/ � I ��- II \ � I � � Sti � BE ACCOMMODATED BY 7HE CONTRACTOR —
building ctficial is also authonzed to prevern occupancy or use of a /+FTER WORK HAS BEGUN.
� \ I � ���I I \ � \ \ � � � , / structure where in violatlon o( his code or of any other ordinances ol �
this jurisdiction. � v N
�' I � \ '\ \ \ \ \ I \ \ \ \ I PARCEL A \ J ' 8. ONLY THOSE PORTIONS OF THE DRAWINGS L t i
� �� I PIANSEXAMINER: � pATE. 7 � AND SPECIFICATIONS SEALED BY A LICENSED �
\ o PROFESSIONAL ENGINEER ARE TO BE �... a "'
\ / \ ` � �—� —B6�o` \ \ \ \ \ � O . �I 74H AC . CONSTRUED AS CONTAINING AN ENGINEERED U M
� J � � � � -� �' - -�� � � \ \ � � � \ \ \
� . �✓ DESIGN FOR ANY STRUCTURAL (INCLUDING A` "
\ � \ N FOUNDAl10N ), ELECTRICAL, MECHANICAL, OR �r
\ \\ \ � � \ \ \ \ \ I o CIVIL DESIGN ELEMENT. ANY REQUIRED L o
�/ ENGINEERING NOT PROVIDED SHALL BE Q m
\ .,
� -_ ` ' • \ � \ � � \ \ \ \ \ FURNISHED BY THE CONTRACTOR. i Q o
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ADDITIONS TO SCOPE OF WORK � '- \� ' � I � I I I � I � � INDEX TO DRAWINGS Q � �
1 . INCLUDE MISCELLANEOUS REPAIRS TO \ I I � � � I C1 SITE PLAN � �
EXISTING SIDING, EXTERIOR 1RIM AND l I •I. � I � � /
A1 LOWER �EVEL FLOOR PLAN � � �
ROOFING. CONTRACTOR IS TO MEET WITH I I ` I I �� ' A2 MAIN LEVEL FLOOR PLAN —
OWNERS, INSPECT THESE ITEMS AND I �� A3 UPPER LEVEL FLOOR PLAN
RE ARRSN OEBECNC UDED �IN THEESSARY N I I I I I I � \ I I A4 ROOF PLAN
1 \ ( AS EXTERIOR ELEVATIONS ISSUE: 9 15 05
CONTRACT AMOUNT. � SITE PLAN � . A6 EXTERIOR ELEVATION Q
2. PAINT ENTIRE EXTERIOR OF BUILDING C1 1 " = 10' -0' J / 1 � I I I I \ � S1 STRUCTURAL NOT
AS WELL AS MODIFIED PORTIONS OF THE � ES Q .
INTERIOR. ANY SURFACE REQUIRING � / / / \ \ I S2 MAIN DECK FRAMING
PATCHING OR MODIFICATIONS SHALL BE � j / I �� S3 UPPER DECK FRAMING � �
REPAINTED ENTIRELY TO THE EDGES. 10' S' 0 4' 8' 16' \ � S4 ROOF FRAMING AND DETAILS Q
/ � � �
3. ALL NEW ITEMS ON THE EXTERIOR E1 UPPER LEVEL ELECTRICAL � /
SHALL BE PAINTED UNLESS OTHERWISE
NOTED.
SHEET N0. �
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Plot: 091505
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RICHr1RD R.
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REVIEWS:
Prelim .
65q
95%
Final
—
_ - - - — - - —
- \_ �._.
9 Q - - - - o ❑ �
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DECK ABOVE I
r-- — — — — — — — — — — —
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— � —
I UP
I LAUNDRY �
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I � EXIST�NG �
I OECK � A `
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I BATH BEDROOM NEW WOOD STAIR �
BEDROOM AND RAILING O
I _ — TO GRADE �
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5128 � � �
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ABOVE I A � 1 /4"= 1 ' -0" o 0
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File: CDPLANS.dwg !'-'—' �
Plot: 091505
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j ��- HEINEM R , , `;a
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REVIEWS:
RELOCATED H�T TUB Prelim .
REBUILD AND EXTEND 65%
EXISTING DECK; AT 95%
LOWER ELEVA1fION
Final
-
RELOCATE HOT TUB
DEMO STAIR �i
N . . � . -. . . .
__.-_._..
REBUILD / ,
WOOD STAIR - �
1� �� — — — — / / I ` �-`
� �
DN I I I � UP � I . �
� � � � I I � u5-r�o , �oqc�vlr SA�TY �fi ,�
� � � EXIS7ING DEGK I I EXISTING DECK I I I �
DEMO DOOR AND I — � I I
SIpELITES. PROVIDE �_ I
NEW WINDOW. RE: ELEV - - �P : :
DECK I � �� uP
� � I 3'-0' —
L / �
STM�6_ U
REPAIR CEILING AS I I " '�M n� �� EXISTING
NECESSARY IN AREA I I �0 �� HIti - �A I DECK �
OF TOILET WASTE
LINE RELOCAl10N �
II �Y''�W'�s. �— 1R-f _ ^ `
DINING I
W
I I I � LI VI NG 'TZ
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KITCHEN I I I 0
DW _ J �
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0 I I � �
5128 � �
5130 � �
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GARAGE �
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. = SA��'Y Gy�tKt,r-y- �f- f KL p
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� NEW COLUMN : RE STRUC � � �
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ISSUE: 9 15 05
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File: CDPLANS. dwq �
Plot: 097505 /� �� �� ,
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� ICHAP,D R.
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REVIEWS:
Prelim .
65%
DEMO NOTES 95% '
Final
t . REMOVE ALLITEMS SHOWN DASHED OR NOTED TO BE
NEW RAILING REMOVED. �
6'-0" REBUILD FRONT ENTRY DECK DEMO COLUMN
DEMO WOOD COLUMN DEMO STAIR
INSTALL NEW STE'EL COLUMN
RE: STf2UC
o —� —
NEW WINDOW
NEW RAILING / /I RE: ELEV I I � I I I �' I - - -- - - �
/ I : E N T R Y D E C K � _ NEw RAiuNC I � .
� � I�` �"`� �" . DEMO LOWER ROOF I
- `_ _ - - I NEW WINDOW
I ' � NEW ROOF ABOVE RE: ELEV
� I . il PR 30�68 BIFOLD ��'�'(� I I -----_.._�
� r ! � II �� - �,
� I � I BEDROOM NEW : 3� . ;
CARPET UECK � ��� � � I �DN -
1 '�-4° � 31�z�� I I � I /
2�-' � NTRY � .
� I � o LE — NEW O
w M /�� � COAT ROOF BELOW
ao —.. . . . . . . . . . . . . , l �I � HOOKS �
.�
I 4• Y �'•L!' �y- li'L
ALIGN 2868 � � � = A�E�i� �
REBUILD METER
ENCLOSURES 31 /2° AuGN — WOOD FLOORING TO MATCH EXISTING �— - -I ^
WI7H PRESSURE - — -- --- --- ",
TREATED FRAMING I °p OPEN �
AND PLYWOOD 2068 L N NEW WINDOWS
SHEATHING I BEDROOM � � RE: ELEV O
� /� CARPET '-o' 3 1 /2° 1 1/ " � ^ � LOFT
I F _ _ 3 � ' S � � , M woo� I— — � �C
CLOS II II -�E TH VANITY BASE � _ � � `
�V
CAB. WITH 3 � �
CARPETJ � � O a SHELb'ES ABOVE �� 4���� �
5128 - SEAT ' '-' °� N �
513 0 � �-__._ a" � X J
r �--- � �
I 36x48 SHOWER BASE, � _— �
TILE SEAT AN � � � _
WALLS 70 CEILING O
I �M►�(A� \ ' � L
NEW METAL Q �
EYEBROW ABQVE 5!S~ 'n(f� � � Q 1}a ✓' � �ty- C81„�iRvd�wAl
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PD�t�7 w4u-- V � �
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�/ � NEW 2x4 OR 2x6 WOOD STUD WALL. � a o
INSULAiE EXTERIOR WALLS WITH R19 Q � c
/ BATT INSULATION AND IPROVIDE VAPOR � o
j" B A R R I E R O N I N S I D E O F S T U D S. � � �
m �
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� ROOF BELOW �J DEMO EXISTING COLUMN � o
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ISSUE: 9 15 05
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SHEET N0.
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File: CDPLANS. dwg -_
Plot: 091505 � �
Q �'
/ RICHARD R.
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REVIEWS:
Prelim .
ROOF PLAN NOTES 65� .
1 . REMOVE EXISTING GRAVEL TOPPING AND 5TOCKPILE. 95%
Final
2. REMOVE OR REPAIR ANY HIGH/LOW SPOTS OR
DAMAGED EDGES ON EXIS7ING BUI�T- UP ROOFING. —
3. APPLY RIGID TAPERED ROOF INSULATION WITH 1 /4"
� PER FT S�OPE TO ACHIEVE SLOPES AND DRAINAGE
A6 SHOWN.
NEW 2' HIGN ROOF PARAPET DEMO EXISTING OVERHANG 4. COVER WITH NEW ADHERED BLACK RUBBER
_ __ __ _ _ MEMBRANE ROOFING. REP�ACE STOCKPILED GRAVEL.
— - - -- - - ADD GRAVEL OF MATCHING TYPE AS NECESSARY TO
� COVER.
I N NEw CANOPY ---� 5. INSPECT ROOF AND CONSULT WITH OWNER FOR
I I OTHER NECESSARY REPAIRS NOT SHOWN.
"v
NEW SCUPPER, CONDUCTOR HEAD 6. EX7END ANY EXISTING VENTS AS RQUIftED.
AND DOWNSPOUT. PROVIDE HEAT
NEW METAL ----�- � ,_o..
TAPE FULL LENGTH OF DOWNSPOUT
EYEBRO W � ( TYP ICAL)
I3
p v : A6 -rrn.
�
EXISTING SHINGLED ROOF
II 70 REMAIN —
I I I
�•-o�� U
I NEW S7RUCTURED ROOF I
I AREA AT LEVEL OF I ^
EXI511NG ROOF .�
3 �
�_ __ __. _._ _� � A6 `
LOWER "FLAT" ROOF. PROVIDE NEW SIM.
/
BLACK RUBBER MEMBRAME ROOFING I ��
WITH GRAVEL COVER. /� �
�L/
GALV. SHEET I �
METAL COVER
I O
6 � p I � . �
�
� PROVIpE NEW WALL FLASHING �
s^
5128 Rioce N � N
c
5130 `''
a �' � J
. . . . . . . . . . . . . . . . . . . . .
N O , "-�' EXISTING SHINGLED ROOF �
TO REMAIN �
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3 � �
A6 \
' P�ov�� t�»F �J�S � �
�
�. �. � �
� � o�ER.�c.o+t,, s�4,re�r--s
NEW 2x6 FRAME PARAPET N i� � •
WITH PREFINISHED METAL � i P� '�I � �
NEW METAL COPING CAP o _--
= F � ��� —�f�.
EYEBROW � a �_
/�� / �
- / �
3 � �,p - � � - - � / � �
EXISTING UPPER "FLAT" ROOF N �,-�., ' �
� VERIFY REPAIRS NEEDED � � �� p�A �� � N
ao �
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a N
w �
zo
NEW FLASHING ABOVE 1 ROOF PLAN
-
METAL ROOFING A4 1 /4" = 1 '-p" � `"
U O
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� L �
7 � M
.�"r Q
�•■•■..�. �. �. , U M
REVISE BOTTOM EDGE Of i M
EXISTING ME7AL ROOF AS 5' 0 4' $� �
NECESSARY TO ACCOMODATE v
APERED INSULATION
�
O V a b
SCUPPER AND � a o
OPEN -FACED
Q v d
OWNSPOUT � c
� � o
XISTING METAL ROOF c
TO REMAIN s �
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EXISTING SHING�ED ROOF Q b �
TO REMAIN o �
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ISSUE; 9 15 O5
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SHEET N0.
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Fae: wE�FVS.dwg — � ICHARD R.
Plof: 091505 ! �
� NEW METAL CLAD ° - ' i EIR�MEYE � '
A6 � �I
NEW SIDING AND TRIM SCUPPER AND SEAL CONDUCTOR HEAO OVERHANG ; ,./ �� ' ` ', /,%
TO MATCH EXISTING CONDUCTOR HEAD TW. TO METAL OVERHANG TYP. 1 �
� ) � ) NEW PARAPET � {4� .� ' "/,
RE: ROOF PLAN � � ��!'
—
- -- - - -- - o REVIEWS:
� -- --- - - — — - - i
' N Prelim .
— - — - _ - - ---_-_ __ ] — - - - - - - - - - - - - - - - - - - - -- _
_ � _. - - - - 65�
- � � � - - - - - - - - - - - - - - - - - - - - - � .
� / � I Q II DEMO CANOPY 95%
� � � _ _ _� / / � � � _ � � AND COLUMN Final .
' i I -� / / � � � NEW PAINTED STEEL
I � � I I I RAILING SYSTEM —
i i�� 7640 o I / / I o I I
-- -- - - i <
_ - - - - -,�� i � � � i ^ 5040 D I I
INFILL DOOR TO I - I
MATCH ADJACENT j - '`t = - _ - _= o
SURFACES � - -- - - yy - — - �
- _ M
_ _ � - - -- - —. �100'-0"
— - - - -
� _ - _ - - - - - - - - -- - - -� / �.
-
RELOCATED HOT TUB DEMO CANOPY LT � - - - - - - - - - - - - � �� f
AND COLUMNS �i r r, NEW DECK AND
NEW PAINTED STEEL I I I I I I � - _ COLUMNS RE: STRUC ENBRY DECONT
RAILING SYSTEM VERIFY WINDOW FIT I I I I O/� I - DFMO f XISTING
IN EXISTING OPENING I I I I I I i���
f s�� niil nND Rnii_� NG
3"x4" DOWNSPOUT I I 5 �40 f r 3"x4° DOWNSPOUT
= - -- - - - - —
° _ - - - _-
�„� ____
_ PREFIN ALUM SLOPE "� T.� 'q
\ COPING Wlfii °
SHEET METAL —� ��
File: CDELEVS. dwg CONCEALEDI ___ , — _
Plot: 091505 CLIP MOUThN
CONDUCTOR HEAD =< ICEIA�D R.
AND DOWNSPOUT !� � � Eiry ;_� �y ,h ;
BEYOND 2x8 FASCIA� !�
(NO PAINT) �� `� , '�J'� ���
1 /2" SHEATHING " . � lV
ONE— PIECE
, PREFIN ALUM �
COVER
SLOPE 1 " DRIP EDGE Z o
� NEW RIGID RFVIEWS:
WOOD SIDING WOOD SIDINIG � TAPERED N Prelim .
TO MATCH TO MATCH �- INSULATION
RUBBER 2x4'S � 16" 65%
EXISTING EXISTING �
MEMBRANE — cv RUBBER 95%
y_2- +�_ ROOFING � ._4,. y •_o» MEMBRANE Final
�-- SLOPE 1 /4" PER FT � - ROOFING
�
—
_ _ _ _ ;�-
CUT 2x10 ' r
STONE VENEER
BEAM RE: STRUC 2x10 OVER STUCCO � 2x10
LATH AND I
PAPER I "EYEBROW" BEYOND ' 2x10 CUT DOWN 1 "
TAPERED 2x10'S � 16" O. C. i TAPERED 2x10'S � i6" O.C.
24 GA GALVANIZED METAL � � �� — — — 7 /2" WOOD FIBER SOFFIT 8D 24 GA GALVANIZED METAL
COVER WTH STANDING 1 /2° SHEATHING _! w COVER WTH STANDING
SEAMS OVER BUILDING PAPER � SEAMS OVfR BUILDING PAPER
(NO PAINT)
t /2' WOOD FIBER SOFFIT BD
DRIP EDGE TYP --
� OVERHANG DETAIL 2 METER ENCLOSURE HEAD 3 PARAPET DETAIL
A6 � � /2" = i '- o" A6 > > /2" _ � ' - o" A6 � � /2" _ � '- o.,
�
�
U
.�
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NEW FASCIA WITH
DRIP EDGE SIM. TO 2/A4 n ,
V/
NEW PARAPET SCUPPER �
RE: ROOF PLAN
NEW METAL O
EYEBRO
-�
_ _ _ _ � � . _ _ _ _ _ __ _ NEW SIDING AND TRIM NOTE: GALVANIZED METAL CLADDING
_ _ � '� `� TO MATCH EXISi1NG TO BE HOT DIPPED WITH MINIMUM � �
2. 0 OZ. PER SQ FT COATING C
X J
� �
_ �
OPEN—FACED � �
DOWNSPOUT O
( THIS LOCATION � �
ON LY)
1 �
� O
�
100'- 0°� — — - - — — — — —
v — — — — — �
\
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NEW PAINTED STEEL �
RAILING SYSTEM
3'-0" —
DECK EXTENSION � .°�' �
— - BEYOND RE: PIAN ? ` �
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s� '—o �/s" — U �
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AND HANDRAIL � v �
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82�- 4 � �2 � . . . . Q V a
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ISSUE: 9 � 5 05
1 SOUTH ELEVATION 0 ,
A6 � �4„ _ i � - o,.
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SHEET N0.
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File: CDPLANS.dwg -
Plot.: 091505 GENERAL ELECTRICAL NOTES � , .
V �
1 . VERIFY NEW ELECTRICAL WITHE XISTING.
ALL E�ECTRICAL WORK SHALL CONFORM
TO THE 2002 NATIONAL ELECTRICAL CODE Rf_ VI[WS:
2. ALL RECEPTACLES 12" ABOVE FLOOR Prelim .
AND SWITCHES 44" ABOVE FLOOR 65%
UNLESS LABELED OTHERWISE 95%
3. ALL DEVICES SHALL HAVE Final
WHITE METAL COVER PLATES
4. GANG DEVICES TOGETHER WITH -
MULTIPLE BOXES AND SINGLE
COVER PLATES WHEN SHOWN IN
CLOSE PROXIMITY
RELOCAT� CONNECTIONS TO
HOT TUB BELOW AS NECESSARY
_ _ _ _ _ _ _ _ _ __ __ —__--— _ _ = I� � � ELECTRICAL and LIGHTING SYMBOLS
� � I � � �
I � SiNGLE RECEPTACLE
I ENTRY DECK - - I PHOTOCELL I I DUPLEX RECEPTACLE
-- - - � I _ _ _ __ � � RECEPTACLE (Special type)
I -- -- - - --� _- -_- � + 220- voltage
I I +00- special mounting height
il � FOUR -PLEX RECEPTACLE -
I II NEW - � DUPLEX ON DEDICATED CIRCUIT O
I II BEDROOM DECK - / V
I I � /ENTRY I � DUPLEX WITH ONE 51DE SWITCHED ^
II B FLOOR MlD SINGLE RECEPTACLE ;
I i / � FLOOOR MTD DUPLEX RECEPTACLE
_ � � m GENERIC JUNCTION BOX �
_ _ — —- — (Elec, comm, security, etc.)
❑ � - _I �
� SMOKE DETECTOR O
OPEN �
BEDROOM � m THERMOSTAT
I I � / LOFT I � � FAN � �
� NE TH � — � LL' C
CLOS II m SECURITY SYSTEM DEVICE v
^ �
__ � � a � � + � MOTORIZED DEVICE A \ �
� + VJ
5 1 2 8 � VACUUM SYSTEM OUTLET '
— — � TELEVISION (CABLE) OUTLET � O
5130 �
I ' � TELEPHONE OUILET � O
I Q DATA TERMINAL �
I `
4 VOICE/DATA TERMINAL (�
I N
� FLOOR MTD TELEPHONE �
N Q FLOOR MTD DATA —
I � FLOOR MTD VOICE/DATA
�' � 1 UPPER LEVEL ELECTRICAL PLAN � y N
$ WALL SWITCH L L �
u ,�
E� i �4„ _ � �- o" � Q M
� WALL SWITCH w/ DIMMER � "�
UA` M
� WALL SWITCH THREE POLE �
�� 5 � 4 8 � RECESSED ELECTRICAL PANEL L N
V a �
L a o
U
� � SURFACE ELECTRICAL PANEL a � ;;
d �
E o
� RECESSED INCANDESCENT LIGHT FIXTURE C °1
L = d
� �
� ,/ � I N
Q SURFACE INCANDESCENT LIGHT FIXTURE Q � %
v �
-0 INCANDESCENT WALL LIGHT FIXTURE / \ o �
�� U �
Q.'
/
/
-
ISSUE: 9 � 5 05
' 0
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—
SHEET N0.
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TOP OF ROOF _ � U Q
- - - - - -- - - - - -
7_ - - - _ - r - -_ — 7 �I l I � W
ELEV. 8619 ' - 4" — — — — — — -- - �: \
�'� . � �
NU
� � ,I� I J,I_ I NEW ASPHALT SHINGLE CC �i
\ � _�1 1��1 U ROOF TO MATCH EXIST'G. � Q'
1L � - -
NEW WOOD SOFFIT -
ROOF DECK - -___ AND FASCIA. (NP) .
� E . 8612 ' - 6" - - — -- - - - - -- --- ---- - - - - - TOP OF RIDGE�
� REWORK EXISTING WOOD --
ELEV. 8609' -3 5/8"
� � DECK. REWORK EXISTING NEW 1x8 WOOD CHANNEL - - -
RAILING (36" HIGH). SIDING TO MATCH EXISTING . \�
� NEW SYNTHETIC STUCCO
il _ � �� GABLE END .
ll l �l1l1 1J,Ill 11 �
ENLARGE EXISTING I � �II.I _ 1 1LI.I � �����i� , I��� , I ��1. NEW ASPHALT SHINGLE
] / � �l �I ROOF W/MEiAL GUTfERS AND
2ND LEVEL WINDOW. I ' ; _ , �,, f� � DOWNSPOUTS .
� � � � ��tf.
� E�EV. 8602' - 0" - - — - I� `.,� i I ❑ n ��\
� I � � � � \
� _ 1 .. .� ' , i .4ic n i.;.-n. p �.t, � i i , :... : ; :�.: ; i L__J � � irT� r rr� r-� -n rr_ -a �
- - - - . I � . � , � , . . - - - —
� — —
I ' �I � I � I - -_ - -- - 1ST LEVEL
� i I l .l I �� ELEV. 859J' - 3 5/8"�
� 1ST LEVEL - - - - -- -- - - -- -
ELEV. 8593' -3 5/8" - - �- . I� WOOD SOFITT AND FASCIA
� �� _ I � � OVERHANG 24" TYPICAL.
��- �, ' [
- r - - _ � ! � - - 1z2 T&G REDWOOD
- - ?� T � SIDING.
-- - - - - - -- ---- -----
� GAR,4GE LEVE��
• � XISTING WOOD DECK AND
- - - - - - - - - - - - - - - - - - - - - - - - - � - - � ELEV. 8583' - 10"
,TAIRS TO REMAIN .
COMPOSITE EAST ELEVATION - � � �
SCALE : 3/ 16 " = ? ' - 0" NEW SYNTHETIC � I '
ii i
STUCCO WAINSCOAT. � i i i
- - _ . _ _ - - - - - - �� - - - - -- - - - - - � � LL - - - - - � - - - -- -- - - - - - - -- - - - - - - - - - - - - - �',
. . . _ . _ _ _ _. . . . . � . _ _ _ . ._ . _ . .. _ _ _ _ _ _ _ ._ _ _ _' _ _ ... ' _ _ _ _ _ _ _ _ _ _ _- _ _ _ _ _ _ �
W
U
Z
W
� ` `'
z
NEW ASPHALT SHINCLE ' � ��
ROOF TO MATCH IXIST'C. � �-�� . � �
W
� �_ � �'�"' W � �
% � ' � � o 0
� !, y%" � o
, �
/ _ � i;� � c�
% _ IJ,J o0 J
/ i _ N
MEfAI. CUTTER -� � '. Z
f � �
— __ I �
� - �i �
Td�C WOOD '� _
SOFFli - � - � - - --- -
tx4 WOOD � ���
FRIEZE
BOAf2D =-��,
v,
� TOP OF RIDGt NEW ASPHALT SHINGLE- y�
ELEV. 8609 ' - 3 5/8 " J j�� , � ROOF. � � y _ -- --
l f�J I � , � -
� � _ll _ I � ' � � 1 � � \ � �l ,
II —
, �
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_ 4_
i . _ - - � 1111 �� I `` ��_ �
I
I _ _ . . . ' ' (� - I
� � ' � II �
rf i
NEW ASPHALT SHINGLE — _ — - — - +► ���j y u ��v� I
ROOF W METAL GUTTERS G/ — - - - - � , , -� - - - - - - - � �e CHnNNe� wooD � � r I
_ _ 1
AND DOWNSPOUTS � - J� I� �' I
I 11- - r - El(IST NGO MATCH r ....�I (
I
� � _ � 1 � � . � I:
_ _ _ _ - _-. _ _ _ -_ - - __. - _ - _ _ _ - . � � � I
I `
- - - - --- - - - 1 I
1ST LEVE� I
- - -- - - --
E A
- - I i
ELEV. 8593' - 3 5/8" - - - - -
I
NEW 1 x8 WOOD CHANNEL SIDING I
TO MATCH Exisrwc. APPF�O�, OF AIL�E II
FINISHED GRADE ,=' _ < - - - L . --T DE� � �EVIEW BOARD I
' --- i i
ELEY. 8586' - 10" i
GARAGE LEVEL � ; DAT[: � � I`J
_r�,' �
I
� EIEV. 8583' - 10" i i i i �
, , , , Pl1�NNER: "l �
� .
� � � � � I
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� � � � '
��' - - - - - - - - - - - - - 1-1,
_ Z
- _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� �
COMPOSITE SOUTH ELEVATION EAVE DETAIL F. _ _
SCALE : 3/ 16 " = 1 ' - 0 " SCALE : 3/4" = 1 ' - 0" I Q _
� I
I
JDATE : 19AUG98
w
A4 . 2
m
t �
� �
NEW GABLE ROOF W/ - - t �
� '
ASPHALT SHINGLES TO
MATCH EXISTING .
_�'� i — - - -- - - - - - -- - TOP OF ROOF-- a � � � �
J � rl NEW tx8 CHANNEL � ELEV. 8619 ' - 4' � �Q . � Sy o �
� T j' WOOD SIDING TO MATCH � � " ' �
1�I EXISTING i , NEW ASPHALT SHINGLE REWORK EXISTING DECK � �
,�� � �� �� ROOF. - - � AND RAILING. � � � �
� � � � � � _ — � �
-- � � - - - -- - -- - - - " � � � � i � f I I �-.-. I r� ., -u��-� �-1 �
� �--1
� � - - - _- -- �� � �� � 3RD LEVEL � N x
NU
� /� / ELEV. 8610' - 11 /8
� /: �,�� � d
,;�,
�> ,,
�i � � � � ' f T �
� i \ EXISTING DECK , REWORK � � �. � � " f �
� j \� - AS REDUIRED . �/ , � , ' �
� \ %� � � ❑ � ;' /�� �� ❑ � ;: i � . � NEW WOOD PORCH I
NEW ASPHALT SHINGLE ROOF � 1 I � �Y ;_ 1� 1 � :, l: r - -- - I :_ iI - - - - - - - - - - - - - - - - - _ � _ /� � �i %' � , � ' i� I � AND RAILING AT
�.� I I 1 �L,. 1 / � �.: � /� �
TO MATCH EXISTING. f � � � [ �[ � I� � f�� i �. j ;' �i-�/ �� ': KITCHEN EXIT.
i l� �� Ifi I�I �t�I i � � 1� 4 i�I I��� � i��iIi 'I��I � i _ li l�I4 I 'uI I1�4I�I'Ii � �, '�I �f4 I �Ii �y i �/i;;: � = _ - � �i, � , _ zNO LEVEL ='- ,1r
II llll l � llil l ( . rlrt � ic��Lt��Yi��_ u_�_� tCthL3tIY��_�i1Y��`tY� � i � ELEV. B602 0
- - - - - — -
NFW SYNTHETIC STUCCO - --- — - � � i r � i - - i r i - - - - - - - - - .. _ . . - - - - - - - - - - - - - - - - - - - - - - - - - - - i
v �_
GABLE END. ;� � � � � !
.
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�� � L-�-I � �� � � ' � ��
,�'�� � � _ - - - ,,,� � � � / � ,. ,T � �_
, , , , � , ,, , , r� � „ ����. ,� , �: � „� , , , , � „ � r , � „ . �/ � �
� � � - - -- ❑ � � ❑ � � .- , ,
�.
.
NEW ASPHALT SHINGLE ROOF =� �
,
-- -- -
� � EXISTING DECK / /,:=
TO MATCN EXISTING. i � - - I I � AND STAIR TO /�,� � � 1 ST LEVEL
AND DOWNSPOUT. - � � -_ - � � I I - R€MAIN .- - - - - - - � - - - - � - - - -- - - - r - � - - — � - - - � - — - - - -�
- --
_ _ _ - - -- - - - ELEV. B593' -3 5/8"
_ , - - - - -� ^�T LEVEL � j i i i i
- -= �, - -- - - - --
ELEV'. 8593' - 3 ��8' f �- � , , i i
NEW WOOD SOFFIT AND ��� � - NEW MEfAL GUTTER 5 -' � � ' � �
AND IDOWNS OUT. GU 6ERS [�� �l AND DOWNSP�U? L 'r- S.i �u - - - - - - - - - - - - - - - - - - - - - - �, I
_ ,
( I I I I I I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I
OVERHANG, TYP) . � ❑ ❑ I NEW 1x8 CHANNEI i
i ' - - WOOD SIDING TO MAT NEW CONNECTING I
_ - - - - � PASSAGE.
- - - - - - j
i
- - - — - -- -- - NEW SYNTHETIC STUCCO
� � �
� i � i
ii � i
ii � i
�� - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - �,
L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ J
COMPOSITE WEST ELEVATION W
SCALE � 3/ 16" = 1 ' - 0 " �
Z
W
0 g
(n o
` TOP OF ROOF W �
�� ELEV. 8619 ' - A" � � I , i i , � I � i I i i „ i i i i I�`i �'IT � � �
� � � �� � � � � 1 � � � � � � I 1 � � �
% �� � \ � _t� f �I �} � Ill � � � u �� Jf � � �. . :� � ° °
� I . I I I I1 [ ll II � I NEw ASPHALT sHiNC�ES ry� � o
NEW SYNTHETIC STUCCO - - - -► I I I I � TO MATCH EXIST'G. �
LL L'
�I W x _
GABLE END. � � �� lI � I� I �, i� � l �J
N �
�� �� i� i� I i�� ��� <<� 4_� � iti
- -
i Z ,� ;
�
- - -- - - -- - �
, ` EXISTING ROOF DECK �
- - - - - - —
�r-� -- - NEW ASPHALT SHINGLE ROOF - _ ?OF Jh R1DG� �
ELEV. 8612 6"
TO MATCH EXISTWG . ELEV. 8609 ' - 3 S/8" � _
- - NEW ASPHALT SHINGLES L ll _ � L I ` I ,;I
REWORK EXISTING RAILING � � TO MATCH EXIST'G. ' I 11 i� � II i - 1l �l� � � i
AS REQUIRED. / II . I ill �� , ;: . lui i TT�_� I ��
� , ���' . . : �� i _ i i ' " II �l
� ❑ � �
,
�� � 1��� _ _ DORMER W/ASPHALT
u Z � ] jl J[ j j 7 1 I � Ij SHINGLES TO MATCH
� 2ND LEVEL _ _ _ L :f i ti1Y1C��_ u�� �_�� � " _�C` ,�� �I 1<« f� � - ROOF/ASCIA OVERHANG �
ELEV. 8602'-0" _- -- - - -
- - -- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- f � l j� -�� � /,; 24 ° TYPICAL I
- - - NEW 1x8 WOOD CHANNEL � � � � , � . � 1 � � � II�I� � U � - - - - T.O.PLATt � I
, SIDING TO MATCH EXISTING. _ - - - "�" _ ___'y '�- �� ELEV. B597' - 3 5/8" II
- I
- --- � - - � � 1 ST LEVEL � l �
_ -- - -
� 1 ST LEVEL I ELEV. 8593' - 3 5/8 " ` � I
ELEV. 8593' - 3 5/8" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -
� - - -r � A TT N
NEW 1 x6 WOOD PLANKS - �► -�—�� — � � � � � � � � � MEf L GU ER A D I
W/ 1 " GAP BEPNEEN PLANKS . �- - - - i �= _ _ ;;_= NEW 1x8 WOOD CHANNEL � DOWNSPOUT.
- -- - -- - - LI 1_I - SIDING TO MATCH EXISTING, � � � � � � � � PETER LAZZARA
NEW SYNTNETIC STUCCO -- � � � � � � � �
WAINSCOAT. �- � � � � � � � �
. s GARAGE LEVEL _ �
� i � i - - -- -_ _, ELEV. 8584 ' - 0,�
r, --- -- ---- r-r
ii ii
ii ii
ii ii
�u - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 1 -1, APPR01/FD 13Y THE
L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ - _ _ _ _ J
T�'�'JU OF VAIL
DES �`. �? REVIEW BQARD
COMPOSITE NORTH ELEVATION oA�; � - �, _ �, ; �
SCALE : 3/ 16 '� = 1 ' - 0 " �
PLANNER: �, O
� I
Q I
� �
� � DATE : 12AUG98
� A4 . 1
_ - - - Y - . _ I rrtl �1 _ . . . , i • . .+� �r
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� _ . _ -.ID . . __ - - - - - � ¢
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EXISTING 200a —
PANEL —� - � � �
UNE%GYATEO � W ^
� � r
- -- - - --- _-- - Gd'y • �0 � �
EXISTING STORAGE � �
F �
� UQ
- - - AREAS SHOWN IN � W
OUTLWE ONLY ARE �"�
EXISTING . � � �
--- - -- N x
- - - - N U
— C� Ri
- - - � d
- NEW DECK
� --- _—
- — ! - � -- - - - — f -----
. 1
I ' ' NEW 3 TAB `\�' REWORK EXISTING
I i i ASPHALT SHINGLE -- ` - 1 WOOD DECK .
EXISTING � i NEW KITCHEN i ^ <
KITCHEN � ROOF ABOVE � µJl
n U i � AREA � � � - o " = KITCHEN � � � �
/ �
O Cl ' ' - - - -�1�
PANIRY � � i - � � � .
� � �i ,� ��i M ARI�S�TING LOFT
AREAS SHOWN SHADED EXISTING _ � '�� �
c wN
l BATHROOM - <' �
�
D ) ARE NEW. �
_ - _____�J NEW POWDER �
ROOM . -� %
� � q!� r-�
� �
� � , i � , ,
LINE OF LOFT i i NEW ' i i '
ABOVE. STAIRWAY � FLOOR ELEV , i i
` 8610' - 11 1 �8" ii � ' j
� i � .
�� - - - -L � �
- - - - - - - - - - - - - - - - - - - - - - - - - - - r I
_� . � , .II - - � �: \ - --- - - _ _ i ,
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NEW ACCESS RaR6�1 BE CONSTRUCTED � . � � OW �
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GRFA CALCULATIONS �2,p�. ER LINE qppROX. LOCA710N OF 100 YR FLOOD PUIN � 1--1
o INTERPOlATEO FROM F.E.MA FLOOD INSURANCE N x
TOTAL SITE: . 388 ACRES 16,921 SO FT `'� ^ � :; STUDV DQED NOVEAIBER 2, 1982.
UTILITV AND DWUNAGE / \� . � N U
ALLOWABLE GRF: PER SIDE 1 ,971 SO FT + 425 SO FT CREDIT = 2, J96 SO FT � � �E�MV" -" � � � � � �
ALLOWABLE GRFA: 4,792 SQ FT (2z2,396= 4.792 SQ FT) LOT 7 � � / '� � � � �i
EXISTING GRF. l� \ \( '�� � /
WEST SIDE: 1 ,639 S'� Fi (PER AUG 12. 1993 LETTER \� V � , � � �
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SfiE COVERACiE CALCUUTIONS I; � \,1 ,� � •' ' / i / � / �
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� I SURVEYOR'S CERTIFICATE �ESIGNED BY:
/ DRAYM BY:
� L O T 9 I I, Duane '.�ehringer, o duly registered land surveyor in the State of SPF
Colorad'o, - do hereby "c7e�N ,that the survey shown hereon was CHEGKED BY: DDF
done by me 8r aN"y�i�eF� supervision ond the horizontol and
� / r�liND RCL�M N�/ vertical meEe���enj5 . pr� O�c�S�te to the best of my knowledge onie issuEO:
and belief� ,.�. �'•�. i ,. '' F 1� 7-22- 05
.1l / �A9 r '/�/' �,.. q. ;. �� Gr� . �: - �. ;, � . �1.1
i 4 , �
i � .� � ? �LZ _ ,� "�' PROJECT N0.
„ ' � GU2G `� : 05- 0083S
NOTICE: According to Colorado law you must commence � �, �t .� _
any legal action based upon ony de(ect in this survey �A�/ . ' • SHEET NO.
wilhin three years after you first discover such de(ect. In � �
no event, may any action based upon ony defect in this uon� e FehriCger P.F�. , ; .�.5. 2 626 1 Q� �
survey be commenced more than ten years trom the �l � � '
�
date o( certification shown hereon. � �"� � -
Lazzara
ARCHITECTURAL �
Design
8621 East Yale Unit 8
Denver, Colorado 80231
303.337. 1724
/
. �
/' / \
� ,
� � %
; / �,
� ASPHALT SHINGLES OVER 2 LAYERS � %� �
/ ,� 15N FELT ICE/WATER SHIELD OVER ;
' ; EN71RE 3/4" 7&G ROOF DECK.
� �;
INSTALL METAL EAVE FLASHING W/DRIP
� AND EXTEND WATERPROOFING 1 /4" PAST �� �
� METAL DRIP EDGE. —� �, _ \ General Notes
,)
1 E �
/ 12 � � �
�
� 12
SIMPSON H3 HOLD DOWN
ASPHALT SHINGLES OVER 2 LAYERS
15N FELT ICE/WATER SHIELD OVER �
EN71RE 3/4" 7dcG ROOF DECK.
INSTALL MEfAL EAVE FLASHING W/DRIP ��`
AND EXTEND WATERPROOFING 1 /4" PAST � 1x2 W000 TRIM PIECE
METAL DRIP EDGE. �\\ � � EXPOSED EAVE FRAMING
� � 2 �� FRIEZE BLOCK W/VENT
� , ���
12 � / SLOPED CEILING W/1 /2" GYP BD � -4„
,' SIMPSON H3 HOLD OOWN \
/ I
I
/ �
✓ �
i xe w000 Fnscw
.
i x2 TkG VENTED WOOD SOFFIT °
I
a
iz4 TRIM
tx8 FRIEZE BOARD ' 2x6 WOOD STUDS 16' O.C. W/ONE
- LAYER 7 /2" GYP BD AT INSIDE FACE --/ -
` AND 1 /2" LAYER OSB ON OUTSIDE
� -6 � WOOD BASE FACE. INSTALL R- 19 &4TT INSUlATION
- FLR EL 8593'-3 5/8" VAPOR BARRI R NS INSIDE AND 15� FI�R ELEV 8593'-3 5/8"
FELT ON OUTSIDE.
� )
, ( ; `,
/ �
W10x41 STEEL BEAM.
/ 4 .
i - �
2x6 WOOD STUDS 16" O.C. W/ONE '' 3/4" T&G PLYWOOD OECKING OVER 9- 1 /2" w , , , ' 3/4" TacG PLYWOOD DECKING OVER 9- 1 /2"
LAYER 1 /2" GYP BD AT INSIDE FACE TJI�s O16" O.C. W/R-30 BATT INSULATION � � � TJI�s Ot6� O.C. W/R-30 BATT INSULATION
AND 1 /2' LAYER OSB ON OUTSIDE � INSTALL 6 MIL POLY MOISTURE BARRIER ON > ' INSTALL 6 MIL POLY MOISTURE &4RRIEA2 ON
FACE. INSTALL R- 19 BATT INSULATION ROOM SIDE WARM SIDE). INSTALL 1
IN WALL CAVITY. INSTALL 6 MIL POLY ( /2" IAYER � ROOM SIDE (WARM SIDE).
VAPOR BARRIER ON INSIDE AND 15� TYPE 'X' GYP BD TO ALL WALLS AND CEILING .',
FELT ON OUTSIDE. IN GARAGE AREA. �
�!i�'�i:' .� .
� ����� . .
,�\ �\/ � .
NEW 1x8 WOOD CHANNEL SIDING TO . -:�/���•
MATCH EXISTING SIDING. i�,�i; `/; `- � °
. ,I "
3" • �• � 6"x6"— tOx10 WELDED WIRE FABRIC
NEW 1x1 EIFS ACCENT BAND A80VE 1 /Y0x8" ANCHOR BOLTS 6'-0' O.C. (MAX) ., � , ' CONTiNUOUS THROUGHOUT SLAB �
3/4" THICK EIFS WAINSCOAT. MINIMUM OF TWO BOLTS PER PIECE .
� W/1 BOLT WITHIN 72" OF FACH ENO. / / {�4 VERT REINF.O 48' O.C.
6"x6"- 10x10 WELDED WIRE FABRIC APPLY BITUMIN—MODIFlED UREfHANE � 1r � "
CONTINUOUS THROUGHOUT SUB COATING TO THE OUTSIDE FACE '� _ CAULKED EXPANSION JOINT
OF THE FOUNDATION WALL.
. -�_ 2x8 P.T. MUO SILL ' I' 4" MIN REINF. CONC. SLAB ,,
? �. � . �', i��'� � _ _ �'��
i.i � CAULKED EXPANSION JOINT � �
..` � �� � << � /�
.
4" MIN REINF. CONC. SLAB SLOPED ' � ^ FLR ELEV 8584'-6" �Q�� 'U �`,
' 1 /8"/FOOT TO FROM OF GAR4GE + r o , . � � p '�
Y . �— . , � <� ���o�., ryo �., � ,�<> . � p � � ,� � . PETER R .
� 7�I"• � o � �. _ , . � � � � �so� o�< �o �� �< <�� �..�gaa�,��� p .� - - - - � LAllARA -'- �
FLR ELEV 8584'-0" � . � �� q � �
� , ; lf�: :. . . - - - - - - - - - �� - - - - - - - - - - - - � G2615 „
w \���/����� . ' ' c � � > >oJ �b �c < oo< ` c,� � 4� MIN. GRAVEL W�CONC. =� �� 8/�7 � !`C.1
o ./\�\�j '. yo9c � 90�0 00 � 00 0 o��Tflc I I RATED MOISTURE BARRIER. F �'`
� v���i���i, J ;�j��j'\�\�j\j\�j�;;;, � , _s„ D A
3 . \//\\/\�j\\`/\�\\/\\/\\"`\\ s C�
O [ -��!�����/��/�������//�i � �
m :� ! . ' ���j����%�\/\�j�������j � �
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� � � �
Z �� � \�� :� %�/� ` ;�j�,\i�
' y . '�!/: ; /��,,,��/: ;:�< !::'; .,., . �, . � _ �
� � r ,
o . ;�� , 4" MIN. GRAVEL W/CONC. I I
� . I� , ' R4TED MOISTURE &4RRIER. L — — — J
�4 VERT REINF.O 48" O.C.
^• i `+ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ No. Revision/Issue Date
�
' � . �3) �4 CONTINUOUS W/
° ' : a` �I ' � 4 TIES O 48" O.C.
^ i •.�. ,: y . �.
.� _._. ._--� �� � - - - - - - - - - - - - - - - - - - - -
� ' -6"__,, WALLiW/2C{�5 TOEP dc BOT. ATION HUTTNER RESIDENCE
A GARAGE SECTION B PASSAGE SECTION
A5 . scn,�E: s/a• � i '-o• A5 , sc,�: 3�4- ai '-o" 5128 Grouse Lane
Vail, Colorado
970-476-0203
� Project Sheet
; D:Project\Kfc\Huttner99
�
<
m Date:
rn
°� 5 . 1
17 August 1999
L
� Scale:
� 3/16" = 1 '-0"
_
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.-
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W
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NEW ROOF VENT
PER U .B.C. L1ZZara
�;� ARCHITECTLJRAL �
� Design
TOP EX. ADJACEN7 ROOf �
� 2 - - - I' ELEV. 8627' -4" 8621 East Yale Unit B
8 NEW 1 x6 CIAP BOARD Denver, Colorado 80231
NEW GABLE ROOF W/ WOOD SIDING TO MATCH EXISTING SHED ROOF 303.337. 1724
ASPHALT SHINGLES TO � EXISTING COLOR 5482M � SLOPING 1 /4" PER FOOT
MATCH EXISTING. � i
__. _ INSTALL NEW GUARDS
---- THIS SLOPE
-_= °;___` - _ - TOP OF ROOF �
- NEW tx8 CHANNEL ELEV. 8619' -4"
_
- WOOD SIDING TO MATCH
- _ : EXISTING COLOR 5482M
__=_ � � -_ � � � � j' � REWORK EXISTING DECK
__ OO a � OO � OO � AND RAILING.
COLOR 5481W
' _=_-=' --'__-- 3RD LEVEL Genera� Notes
- ELEV. 8610'- 11 /8"
REWORK EXISTING RAILING AND ° - ------ - i�\., �
BALUSTERS, MATCH EXISTING. ��� � � __ � �,\
EXISTING DECK, REWORK �%% -- � � = = � � �
�— AS REQUIRED COLOR 5481 W. ��� __ __= I � � � I
� %!% Q � � � - OO O BO �- NEW WOO�U � STAIR i
'%%- � � AND RAILItU� AT %� ��
� --- ; \ � �.
�i� , � � . , �i�i; KITCHEN �N�IT. ��� ��� 2ND LEVEL
�i,-% ;; ' ;%�� " . . % �. _
; ,,, _
,�;�; � � /,! ! ; � . /, � — NEW WOOD �. P�.(1RCH \
-- ----- � ,�� � K TD HRAILI�
--__ —__-� %j// �/ / ir ��-_- - - --- ELEV. 8602' -0
NEW 1x6 CLAP BOARD - — / % � j// ti
WOOD SIDING TO MATCH --_ �//// �/: j//, I � i
� a EXISTING COLOR 5482M __ __ _
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Lazzara `
fP
ARCHITECTURAL � =-
Design �
b
nl
d
8621 East Yale Unit B a
Denver, Colorado 80231 �°
303.337. 1724
– I� —
General Notes
FLOOR CONSTRUCTION AND FRAMING RO�F CONSTRUCTION AND FRAMING
3/4" T&G PLYWOOD FLOOR SHE4THING OVER 3/4"' T&G PLYWOOD ROOF SHEATHING
11 -7/8 45 SERIES B.C.I . AT 12" O.C . INSTALL OVEF& 2x10 RAFTERS AT 12" O.C. INSTALL
6 MIL POLY VAPOR BARRIER AND R -30
FASTEN LEDGER TO EXISTING STUDS UNFMCED BATT INSULATION
/ , W/4 16d NAILS PER STUD.
�
RIDGE BEAM
� �N W 2 1 E
RIDGE BEAM
OPEN
�
J �� pF CO� p99
�P o
� PETER R . �
� LAllARA � �
C-2615 �
�'C��, 8�17 /�j 1 �c.,
S � A ����
�
No. Revision/Issue Date
,
3RD LEVEL ROOF LEVEL HUTTNER RESIDENCE
SCALE: 3/ 16"= 1 '-0" SCALE: 3/ 16"= 1 '-0"
5128 Grouse Lane
Vail, Colorado
970-476-0203
Project Sheet
D:Project\Kfc\H uttner99
Date: � A . �
17 August 1999 G
Scale:
3/16" = 1 '-0"
O
�
S
O
L
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3
Lazzara ��
ARCHITECTURAL � �
STRUCTURAL NOTES : Design �
DESIGN CRITERIA �
LU
1 . UNIIFORM BUILDING CODE (UBC) — 1994 8621 East Yale Unit B �
2. SEI:SMIC ZONE 1 Denver, Colorado 80231 �
3. WIND — 80 MPH EXP. B 303.337. 1724
4. RObF SNOW LOAD = 100 PSF (FLAT)
5. ROqF SNOW LOAD = 80 PSF (SLOPED)
GENE.RAL NOTES
i 1 . THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE
SITfE DURING THE 81DDING. THE CONTRACTOR SHALL VERIFY ALL
DIA�IENSIONS PRIOR TO STARTING NORK AND SHALL NOTIFY 1}iE
AR!CHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
OR' INCONSISTENCIES PRIOR TO PROCEEDING.
EXISTING FOUNDATION
CONCRETE General Notes
1 . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF
AC:I 301 "SPECIFICATIONS FOR STRUCTURAL BUILDINGS," EXCEPT
AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED
HEIREIN OR SHOWN ON THE DRAWINGS.
2. ALL CONCREIE SHALL HAVE A MINIMUM COMPRESSIVE SiRENGTH
AT 28 DAYS OF 3,000 PSI.
3. CEMENT SHALL CONFORM TO ASTM C 150, TYPE I/II; A6GREGATES
ASTM C 33.
4. CONJCRETE SHALL CONTAIN 6% AIR ENIRAINMENT, t1 %a
REINfFORCING STEEL �
1 . FA�RICATE AND PLACE REINFORCING BARS IN ACCORDANCE WITH
CF2SI "MANUAL OF STANDARD PRACTICE" AND CRSI "RECOMMENDED
PFiACTICE FOR PLACING REINFORCING BARS".
FLOOR CONSTRUCTION AND FRAMING - �� FLOOR CONSTRUCTION AND FRAMING 2. REIINfORCING SiEEL TO COMPLY WITH ASTM A615, GRADE 60.
� - — - -
3/4" T&G PLYWOOD FLOOR SHEATHING \� � 3/4" T&G PLYWOOD FLOOR SHEATHING
OVER 2x10 JOISTS AT 16" O.C. INSTALL � OVER 2x10 RAFTERS AT 16" O.C. INSTALL 3. D0� NOT USE BRICK OR POROUS MATERIAL TO SUPPORT FOOTING
6 MIL POLY VAPOR BARRIER AND R-30 6 MIL POLY VAPOR BARRIER AND R- 30 S11EEL OFF THE GROUND.
UNFACED BATT INSUlATION UNFACED BATT INSULATION
FASTEN NEW LEDGER TO EXISTING STUDS FASTEN NEW LEDGER TO EXISTING STUDS EPO�Y DOWELS
W/4 - 16d NAILS � EA. STUD. W/4 - 16d NAILS � EA. STUD. 1 . DONVEL CONCRETE GRADE BEAMS TO EXISTING CONCRETE WITH �5
DOWELS AND EPDXY ADHESIVE AS SPECIFIED ON THE DRAWINGS.
STRUCTURALSTEEL
NEW 2x10 LEDGER NEW 2x10 LEDGER
1 . MAIERIALS:
STIRUCTURAL STEEL SHAPES AND PLATES: ASTM A36
STIRUCTURAL STEEL PIPE: ASTFA A53, GRADE B
RUiST-INHIBITING PRIMER: TT-P-31
2. COMiRACTOR SHALL INSTALL AND MAINTAIN ADEQUATE BRACING AND
SHIORING UNT1L PERMANENT CONNECTIONS TO THE STRUCTURE ARE
EFFECTIVE.
3. GROUT UNDER BASE PLATES SHALL BE MASTERFLOW 713
ATTACH ROOF TRUSSES AND NbN-SHRINK NON-METALLIC GROUT OR ACCEPTED EQUIVALENT.
JOISTS TO TOP PLATES �
BEARING WALLS W/H2. 5 TIES.
TRWSS JOIST
JOIST'S SHALL BE TJI/PRO 250 SERIES AS MANUFACTURED BY THE TRUS
JOIST MACMILLAN CORP. OR ACCEPIED EQUIVALENT. BRIDGING ACCESS—
ORIES, WEB SiIFFENERS, PANEL BLOCKING, AND OTHER ACCESSORIES
SHAUL BE FURNISHED BY THE JOIST MANUFACTURER AND INSTALLED
UPON THEIR RECOMMENDATIONS. ALL HARDWARE SHALL BE SIMPSON
STROMG—TlE CONNECTORS OR ACCEPTED EQUIVALENT.
LA�uIINATED VENEER TIMBER
LUMB�R FOR LAMINATING SHALL MEET THE STRUCTURAL REQUIREMENTS
AND ILAMINATING SPECIFICATIONS OF THE LATEST EDITION OF THE
AMERIICAN INSTIlUTE OF iIMBER CONSTRUCTIO�, AND SHALL BE OF
SUCH SIRESS GRADE TO PROVIDE GLUE LAMINATED MEMBERS WITH
FLOOR CONSTRUCTIION AND FRAMING MINIMIUM ALLOWABLE STRESSES OF:
F�OOR E�EV BENDING EQUAL TO 2600 PSI
3/4" T&G PLYWOOD FLOOR SHEATHING 8593' - 3 5/S" COMPRESSION PARALLEL TO GRAIN EQUAL TO 2310 PSI
OVER 9 - 1 /2 " TJI's AT 16" O.C . INSTALL COMPRESSION PERPENDICULAR TO GRAIN EQUAL TO 750 PSI
6 MIL POLY VAPOR BARRIER AND R-30 HORIZONTAL SHEAR EQUAL TO 285 PSI
UNFACED BATT INSULATION MODULUS OF ELASTICITY EQUAL TO 1 ,900,000 PSI
SERVI�CE CONDITIONS SHAIL BE CONSIDERED DRY. - -
NAILINIG FOR DOUBLE MICRO=LAMS SHALL BE 2 ROWS, 16d COMMON NAILS �� C� � n� o9q
Q 12"' O.C. NAILING FOR TRIPLE MICRO=LAMS SHALL BE THE SAME,
EA. SIIDE. �Q- �
� PETER R . �
SH�ATHING � LAllARA �
1 . IROOF SHEATHING SHALL BE i LAYER OF 3/4" PLY CDX SPAN l� C-2615 �
IRATING 40/20 LAID PERPENDICULAR TO FRAMING �'�. gI� � I99 ,`t�V
iAND NAILED WITH 8d NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. S+ � A �G�\
IAT INTERIOR BEARING. FLOOR SHEATHING SHALL BE 1 LAYER OF
3/4" PLY CDX, TONGUE AND GROOVE, SPAN RATING 32/16, LAID
fPERPENDICULAR TO FRAMING AND NAILED WITH 10d NAILS AT 6" O.C. AT
iPANEL EDGES AND 12" O.C. AT INTERIOR BEARING. WALL SHEATHING
SHALL BE 1 /2" OSB, LAID PARALLEL OR PERPENDICULAR TO
I�RAMING , AND NAILED WITH 8d NAILS AT 6" O.C. AT PANEL EDGES AND
�AT 12" O.C. AT INiERIOR BEARING.
LUIMBER No. Revision/Issue Date
i . STUDS SHALL BE HEM-FIR SND GRADE OR BETTER. POSTS, HEADERS
AND JOISTS SHALL BE DOUGLAS FIR-LARCH, N0. 1 GRADE OR BETiER.
FIRST LEVEL 2ND LEVEL USE COMMON NAII.S ONLY.
SCALE: 3/ 16" = 1 ' -0" SCALE: 3/ 16" = 1 ' -0" 2. ROUGH HARDWARE SHALL BE SIMPSON STRONG—T1E TIMBER CONNECTOR
OR ACCEPTED EQUIVALENT. H�TTTNER RESIDENCE
3. SILLS AND PLATES IN CONTACT WITH CONCRETE SHALL BE PRESERVAPVE
iREATED. 5128 Grouse Lane
4. DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS. Vall, Colorado
5. NAILING FOR ALL STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH g70-476-0203
TABLE 25—Q "NAILING SCHEDULE" OF THE UNIfORM BUILDING CODE.
Project Sheet
D: Project\Kfc\Huttner99
Date: � A . A
17 August 1999 L J
Scale:
3/16" = 1 '-0"
Lazzara
ARCHITECTURAL �
Design
8621 East Yale Unit B
Denver, Colorado 80231
303.337. 1724
_�, - -- _ .
� �
i
i � EXISTING 200a ' !
PANEL — i I
AREAS SHOWN IN
OUTLINE ONLY AR�
UNexcnVATED I EXISTING.
i CONSTRUCTION NOTES
� � ❑9 I General Notes
EXISTING GARAGE ; ; i❑ REMOVE EXISTING WALLS AS INDICATED
� —�I I NSALLENEWI JOISTS UAS REQU R DEQ�D .
AREAS SHOWN IN --i I
� I OUTLINE ONLY ARE -- __J � 2Q INSTALL NEW PORCH AND RAILING AND
`— EXISTING. _� STAIRS TO MATCH EXISTING
3� INSTALL NEW WATER CLOSEf, LAVATORY,
EXHAUST FAN AND LIGHT FIXTURE.
— ""1 4� INSTALL NEW WOOD STAIR AND RAIUNG.
--- �
4'-6" 2'-6"
--' � —j SQ REWORK EXISTING DECK AND RAILING
- - AS REQUIRED
II - - � ____ 6� OPEN TO BELOW. NEW FLOOR TO BE
INSTALLED AT A LATER DATE
I I — ----�
Q --- -I � N6W O.CT W/ R W19L NSULATIONXBATTS DS �
EXISTING � � � -- - - - e� NEW INTERIOR WALLS TO BE 2x4 STUDS �
� o KITCHEN I I NEW KITCHEN AREA � � � 16" O.C. W/ 1 /2" GYP BOARD BOTH SIDES.
O O I I 3 -6� I � � � � ��� � ° � FRAMEAAND TRIM G DOOR,
1❑
� I � EXISTING IOFT I I � '
AREA 1'-,,}�
I — — — Q ! � � — --F— �
- -.�, — � � I � EXISTING I �— C-.7 �
i � BATHROOM --�� �
� � � � jl �� � uu I '
� � � �
I � k — — \� , OPEN
LINE OF LOFf I � FLOOR ELEV �
— ABOVE. — � _ �
� m 8610'- 11 1 8" � 0
— — — — — — I 6❑
� � �
EXISTING EXISTING � OPEN � � i
DINING STAIR ��� '���.
AREA e. e.
,�
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,��
i ; ! I
II
EXISTING ; j � ��
LIVING I I
AREA I I
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I
li
II ' I
FLOOR ELEV li �I I I
8602'-0" '
I I �I �
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, I
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EXIST'G DECK �� �
II ELEV. 8602'-0" �% EXIST'G DECK /�� �.- LAllFlRA �r
„ ! ; �� E�EV. sso2'-o° ; % �� G2615 ,�
' 'c
- - _ - - --- — - _ _ _ - - � ' � - - - - _ _ _ _
;�' ,
, �, 8 / 7/ ,��c,G
� ' s D A �,�,�
No. Revision/lssue Date
2ND LEVEL 3RD LEVEL HUTTNER RESIDENCE
SCALE: 3/ 16"= 1 ' -0" SCALE: 3/16"= 1 '-0"
5128 Grouse Lane
Vail, Colorado
ADDITIONAL FINISHED SPACE �DDITIONAL FINISHED SPACE 970-476-0203
15 �, SQ. FT. \ 10�y- S0. FT. �� " —
Project Sheet
D:Project\Kfc\Huttner99
Date: � A . A
17 August 1999 L L
Scale,
3/16�� _ � �_���
Lazzara
ARCHITECTURAL �
DeS1gI1
UNEXCAVATED 8621 East Yale Unit B
Denver, Colorado 80231
EXISTING FOUNDATION 303.337. 1724
-^+ _. . _ _ -- --- ------- - - ----- -
I I -- - - � General Notes
I �
I . �
I � �
� � I ♦ �
� I II
� a EXISTING � � INDOOR STORAGE <
� � BASEMENT II
� I II
� . I
� " I 4,_Z.
� = I
I �
I L - _ -
L _..- - � I
I : I EXISTING
I I WATER HEATER
� = I m � m
I ; I / (-J- �
I I , ��
_ _ _ _ - _ � I � � �
- - - - - - - - __-- O �
' ' EXISTING
e• � � BATH e,
���'� 0 -
�
�
r- r � r- - �
i � i ipi �
L r —I L — J EXISTING
� BEDROOM
�
�
' � FLOOR ELEV
�
I 8593' -3 5/8"
� � �
� � -1 � � -1
i �------ - _ __ -- - - - � _.a i
L J L _ J , i � I
EXISTING DECK
i i 8593' -3 5/8"
l
r �- , r — , � — — — — - - -- �
Lb-F--_ __._._�i�_ _._....�.I-- -LQ J _ ----- I �---- z-T I
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I �� I I �� I PETER R .
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z: LAllARA �
EXISTING C-2615 ti
STAIRS li�� 8 //, I ��V
GROUND LEVEL 1ST LEVEL � FD R��\
ADDITIONAL FINISHED SPACE
SCALE: 3/ 16" = 1 ' -0" SCALE: 3/ 16" = t ' -0" 100 SQ. FT.
giL
CON3TRUC110N NOTES CONSTRUCTION NOTES
No. Revision/Issue Date
APPLY BITUMIN-MODIFIED URETHANE COATING
TO THE OUTSIDE FACE OF ALL NEW
FOUNDATION WALLS.
NEW C.M .U. FOUNDATION W/CONC.
FTG TO MATCH EXISTING.
HUTTNER RESIDENCE
PROVIDE A MINIMUM OF 2 SQ. FT.
VENTILATION IN CRAWL SPACE. 5128 Grouse Lane
Vail, Colorado
970-476-0203
Project Sheet
D: Project\Kfc\Huttner99
Date: � A .�
17 August 1999 L
Scale:
3/16" = 1 '-0"
� � � � � . Lazzara
� � � ' � � . , . ARCHITECTURAL �
� . � � � � . Design
' . LOT 4 LOT 5 i De6verEColo aldo 80 31
. NOTE: .
• , NEW ACCESS R BE CONSTRUCTED ' . 303.337. 1724
• 8Y EAGLE COUNTY WA SANITATION ' ,
DISTRICT �N THE SUMMER OF •
. � • exisnnc s'
' • � . WATER MNN MAWHOLE
' ' . . ' O i
i �
� • . , S�H�RUBS �\ (BOOK 398E PAG 837) 8g�0435,` � ISTING SANRARY
22,�0, ER LINE ���. qppROX. LOCATION OF 100 YR FLOOD PUIN
• p IN7ERPOUTED FROM F.E.M.A FLOOD INSURANCE
U71LRY M!D DRAINACE ° STUDY DATED NOVEMBER 2, 1982.
EASE � �
b, •
LOT 7 ;,-� ' � � � ' . ,
' � . . � •
_ _ � _ — — — — � — — / — J-e \ General Notes
, ' �� HIGH WA7ER UNE
� � • , OF 60RE CREEK
-� I,
\�
( " � / � /
��
/ � � . RELOGITE EXISfING ROCKS • �
/ / . AND BOULDERS ALONC DRIVE ' .
/ . �\
/ � .
� / S',0.
�yti3� � / . �
eseo � E' � � �
6 /
A� ��� / �P• / C ORADOCSPRUCE � ' � 28•00 ROADWAY ElSEMENf ON �
WE5T SIDE OF HICN WATER LINE �
OF GORE CREEK FOR EACLE
�, COUNN WATER AND SANRATION.
O ' j' ��
.
,, , — 9583•_7�• .
. 8582'-J� � .
8582 \ — - - - - - - - - .
- - - - - - - - - - - \
8584 � � — — — 8582
8588 / � � '
� / \
8588 � � ' '
� ' � ^ \ ` LOT 8
8590 \ � — — � � \ � •
��
� i� / V � V P/�� B . �
8592 \ � i L9CME �flSfiNG \ \ �� 0.2317 ACRE '
PINE TREES AS \ � \ \ : � I
, REOUIRED. � �
EXI TING GAS LINE �� �- � �
LOCATED IN GROUSE � j � � _ j � � � � � � � ' 8583'-0' ��i I
LANE w�� \ � � \ � �
\ � \ \ 1 . N
� � � \ \ / � \ NEW CQNTOURS ' p
8594 \ � SHOWN �DOTTED ' • o
MANMOLE \ SEWER �yE \ \ \ \ �v \ \ : ' vi i
O /-�^ \
� 8598 ,/%'� � � \ � \ \� ` � S .
�. r "---------� ---- --- -_ . _.�=: �
_ _ __.__..` __ ._ .. . .__ . _ r i . . . ' •• � ` 1 ' ICH ' 2
I -� # 9593 � / (3) 10 H 85'3g•4 .
. $ I I � 8819' �ECR I � � � �" \ N EES w� 32Jg.
ROOFO N I \ \ �\/� X� / .
1�3538'02" I \ \\� �1�' j ` ; �%
R�45.00 f � 8586 ,
L�28.42 °
7-13.80 � \ � � •y'y •
1C�26.04 • 8819'-4" �, I�'� '
CB�S 29'25'20' E TOP OF RO F �\ '�; � � � �i :
\ "
�t �'�'�� v � ; R�
M R �C �i'�I \ \ 8590 858 � �� .
GROU3E LANE • ' I
is-e' �II �
TOP F ROOF � \ •
i � �
—__ _�J B68Z . � IXISfING CONTOURS 1
S 74'24�00" W- 49.64� • ; SFroWN SOUD.
�S 74'24'00" W- 30.0 .
\ � GRFA
cAeLE r.v. � ` S 15•36'00" E- 2.6' • . EXISTING WEST SIDE 1 ,639 Sq. FT.
TELEPHONE S 74'24'00" W- 8.40' TOT�AL�WESTWSIDE SIDE 1 ,999 SQ. FT.
N 15'36'00" W- 2.60' • TOTAL ALLOWABLE PER JANUARY 21 , 1999 LETTER 1 ,999 S�. FT. ���, �r ( � .� � 9,�
�
�,, \ , ^
\� . u�j O
PETER R .
ELE01R1CAL � � : ' LANDSCAPE NOTE �: LAZ �;.!; A �r
� .
THE PROPOSED ADDITION REQUIRES THE
LOT 8 • TREESAAS NNDICATED ONTITHE �P NS. �� C-26 5 �
I THE AREA DISTURBED BY CONSTRUCTION �(�f�/ 8I 17 �� \'`�
\ PARC� A : IS TO BE RESEEDED WITH NATURAL �D G�
� O.t748 ACRE . EXSTSNG. AND WILDFLOWER TO MATCH A
\ •
\ . : Sc = I58 �-
SITE PLAN �
SCALE: 1 '= 10'-0" \ .
\ No. Revision/Issue Date
Illlllllao"'��uIIIII .. '
li��l IIIIIIII, \ :
���IIIIII �IIIIII��' � . � pES���� � ���Aw
ToW ,- �, � , �v�I
� o s io is 20 � � gTAF ' ; , �- r, �
: � I L � � y HUTTNER RESIDENCE
\ 5128 Grouse Lane
LOT 8.� a�o� ' oATE _�-r"���v� `� 970-476-0203
GORE CREEK SUBDIVISION � .�.1 - ` ' '
. \
LOT 9 �
• Project Sheet
� D: Project\Kfc\Huttner99
Date: � J .�
17 August 1999 l
1
Scale:
As Noted
CONSTRUCTION TELEPHONE & ELECTRICAL REFLECTED CEILING GLOSSARY OF ABBREVIATIONS GENERAL NOTES
PLAN PLAN PLAN m AT
dc AND
A.F.F. ABOVE FINISH FLOOR
PARTITION LEGEND SYMBOLS SYMBOLS ALUM. ALUMINUM
A.S.T.M. AMERICAN SOCIEfY OF TESTING bAATERIALS 1 . THE GENERAL CONDITIONS OF CONTRACT FOT THE CONSTRUCTION
FULL HEIGHT SOVND ATTENUATING PARTITION e � EXISTING EIECTRCAL OUTLET TO BE REMOVED O EXISTING RECESSED INCANDESCENT DOWNLIGHT TO REMAIN BO BOARD OF BUI�DING, A.I.A. DOCUMENT A-201 SHALL BE CONSIDERED
BLDG BUILDING PART OF THE CONTRACT.
8.0.8. BOTfOM OF BEAM
INTERIOR PARTITITON WITH CEILING BREAK e � EXISTING ELECTRCAL OUTLET TO REMAIN O NEW RECESSED INCANDESCENT DOWNLIGHT BOTT BOTTOM 2• DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN
C. CHANNEL THE PROPERlY OF THE ARCHITECT WHETHER THE PROJECT FOR
CL CENTER LINE WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THESE DRAWINGS
STANDARD INTERIOR PARTITION � NEW ELECTRICAL OUTLEf O NEW RECESSED INCANDESCENT DOWNLIGHT CLG CEILING SHALL NOT 8E USED OR REPRODUCED FOR USE ON ANY OTHER
e COL COLUMN PROJECTS.
(1 ) HOUR RATED PARTITION � 4PLIX NEW 4-PLEX ELECTRICAL �OUTLEf O NEW RECESSED INCANDESCENT DOWNLIGHT CONC CONCRETE
C.J. CONTROL JOINT 3. ALL WORK SHALL COMPLY WITH LOCAL BUILDING CODES, THE LOCAL
CONT CONTINUOUS ELECTRICAL CODES AND THE NATIONAL BOARD OF FIRE UNDERWRITERS
(2) HOUR RATED PARTITION e � � 2w/2on NEW SEPARATE CIRCUIT 120V OUTLET O NEW RECESSED INCANDESCENT WALLWASHER DIA DIAMEfER CODE . ALL NECESSARY PERMITS, LICENSES, TESTS ,CERTIFICATES
D.S. DOWN SPOUT
SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR.
MEfAL AND GLASS PARTITION e � ��/� NEW SEPARATE CIRCUIT 220V OUTLET 0 NEW RECESSED INCANDESCENT WALLWASHER DWG DR4WING 4. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW
EA EACH UNLESS OTHERWISE CALLED FOR.ALL WORK SHALL BE GUARANTEED
ELEC ELECTRICAL AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD
OO NEW ELECTRICAL OUTLET IN FLOOR O NEW RECESSED INCANDESCENT WALLWASHER ELEV ELEVATION OF ONE ( t ) YEAR AFTER COMP�ETION AND ACCEPTANCE. THE
EQ EQUIPMENT CONTRACTOR SHALL REPAIR OR REPLACE AT HIS OWN EXPENSE
EXT EXTERIOR WHEN ORDERED TO DO SO ALL WORK THAT MAY DEVELOP DEFECTS
� NEW TELEPHONE OUTLEf ❑ EXISTING 2X2 RECESSED FLUORESCENT LIGHT F.F. FINISH IN MATERIAL AND WORKMANSHIP WITHIN SAID PERIOD OF TIME.
TO BE REMOVED FIN fL00R
0 NEW WALL HUNG TELEPHONE OUTIEf 5'-0" A.F.F. F.O.F. f'ACE OF FINISH 5. THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL BE
EXISTING 2X2 RECESSED FLUORESCENT IIGHT � FOOT RESPONSIBLE FOR CHECKING EXISTING CONDITIONS AT THE J08 SITE
TO BE REMAIN G.A. GAUGE BEFORE SUBMITfING A PROPOSAL. SUBMISSION OF PRPOSAL SHALL
� NEW JUNCTION BOX FOR SPECIFIED ELECTRICAL DEVICE GDLV GRADE IZED BE TAKEN AS EVIDENCE THAT SUCH INSPECTIONS HAVE BEEN MADE.
CLAIMS FOR EXTRA COMPENSATION FOR WORK THAT COULD HAVE BEEN
EXISTING 2X2 RECESSED FLUORESCENT LIGHT GYP GYPSUM FORSEEN BY SUCH INSPECTION, WHEfHER SHOWN ON CONTR4CT DOCU-
FUTURE OUTLET W/CONDUIT STUBBED UP 6° ABOVE CEILING � TO BE RELOCATED G.W.B. GYPSUM WALL BOARD MENTS OR NOT SHALL NOT BE ACCEPTED OR PAID.
H.M. HOLLOW MEfAL
HR HOUR 6. CONTRACTORS SHAIL DISPOSE OF ALL DEBRIS RESULTING FROM DEMO-
❑ NEW 2X2 RECESSED FLUORESCENT LIGHT HVAC HEATING VENTIIATING AND AIR C�ONDITIONIN6 LRION OR EXECUTION OF THEIR WORK. USABLE ITEMS OF VALUE
TO MATCH EXISTING INS INSULATION REMOVED, BUT NOT TO BE REUSED SHALL BE BE THE PROPERTY OF
INT INTERIOR THE OWNER AND APPROPRIATLEY STORED UNTII. THE OWNER WAIVES
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT �T JOINT CL41M, IN WHICH CASE ITEMS SHALL BECOME PROPERIY OF THE CON-
TO BE REMOVED �M LAMINATED TRACTOR AND DISPOSAL OF SUCH ITEMS HIS RESPONSIBILTY.
LT LIGHT
MAX MAXIMUM 7. INSURANCE SHALL BE PROVIDED BY THE VARIOUS CONTRACTOS �N
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT M NCH ME�NU�ICAL ACCORDANCE TO THE DIRECTION OF THE OWNER.
TO BE REMOVED
MTL MEfAL B• THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL BE
NO NUMBER RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITITONS
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT N.T.S NOT TO SCALE AT THE SITE BEFORE FABRICATING ANY MATERIAL AND REPORT ANY
TO BE REMOVED O.C. ON CENTER DISCREPANCIES TO THE ARCHITECT.
OPP OPPOSRE
PLY-WD PLY WOOD 9• ALL WORK SHALL BE OF FIRST CLASS WORKMANSHIP.
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT p.T. QUARRY TILE
TO BE REMOVED R RADIUS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
RE: REFER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,
SECT SECTION BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING
S.F. SQUARE F00T TO APPLICABLE CODES, STANDARDS AND GOOD PRATICE.
SIM SIMILAR
S.S. STAINLESS STEEL 11 . DO NOT SCALE DR4WINGS; DIMENSIONS GOVERN. IARGE SCALE DEfAILS
SPEC SPECIFIED GOVERN OVER SMALL SCALE. REPORT ALL DISCREPANCIES AND/OR
SUSP SUSPENDED AMBIGUITIES TO THE ARCHITECT.
SCHED SCHEDULE
SQ. SQUARE 12. PARTITIONS SHALL BE DIMENSIONED FROM FACE OF STUD TO FACE
STRUCT STRUCTURE OF STUD UNLESS OTHERWISE NOTED.
T. TOP
T.O.S. TOP OF STEEL 13. ALL BUILT IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED
TYP TYP�CAL BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR TO SUPPLY ALL
GRFA CALCULATIONS PROJECT SUMMARY U.N.O. UNLESS NOTED OTHERWISE NECESSARY INFORMNTION FOR CUT OUTS TO BE PERFORMED 8Y CABINEf
VENT VENTILATION CONTRACTOR.
TOTAL SITE: .388 ACRES 16,921 SQ Ff ADD NEW GABLE ROpF OVER LIVING ROOM WD WOOD 14• ALL NON-BUILT IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED
ALLOWABLE GRF: PER SIDE 1 ,971 SQ FT + 425 SQ Ff CREDIT = 2,396 SQ Ff ADD NEW ENTRY HALL W.W.S. WINDOW WALL SYSTEM BY PLUMBING CONTRACTOR.
ALLOWABLE GRFA: 4,792 SQ Ff (2x2,396= 4,�92 SQ Ff) INCREASE AREA OF EXISTING KITCHEN
INCREASE AREA OF EXISTING LOFT 15. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ARCHITECT fOR
EXISTING GRf: ADD ONE POWDER ROOM APPROVAL PRIOR TO INSTAI.lATION.
REWORK EXISTING DECKS AND RAILINGS
WEST SIDE: 1 ,639 SQ FT (PER AUG 12, 1993 LETTER) 16. ALL MATERIALS TO BE MADE FIRE RESISTANT !N ACCORDANCE WITH
EAST SIDE: 1 .273 SQ FT (PER AUG 12, 1993 LETTER) LOCAL BUILDING CODES.
ADDITIONAL WEST SIDE 360 SQ FT (SEE SHEEf A2.5) 17. WHERE DROPPED FASCIA IS INDICATED, GYPSUM BOARD SOFFIT IS TO BE
NEW TOTAL GRFA = 4. 133 SQ FT RETURNED TO WALL BEHIND UNLESS OTHERWISE NOTED.
18. ALL CUSTOM CABINET WORK TO 8E FURNISHED, DELIVERED AND INSTALL-
SITE COVERAGE CALCULATIONS CODE ANALYSIS DOOR SCHEDULE ED BY THE CABINET CONTRACTOR.
ALLOWABLE SITE COVERAGE = 16,921 SQ FT x 20% =3,384 SO FT SITE AREA: 16,921 SQ F7 19. PROVIDE ADEQUATE BLOCKING IN WALLS SUPPORTING CABINEfWORK.
EXISTING SITE COVERAGE 1 ,658 SQ FT BLDG TYPE: VN
WEST SIDE ADDITION 164 SQ FT SEE SHEEf A2.5 OCCUPANCY: GROUP R, DNISION 3 DR. ON. DOOR TYPE DOOR SIZE HARDWARE REMARKS 20. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED
AREA: 1 ,221 SQ. FT BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE
PROPOSED SiTE COVERAGE 2.657 SO Ff = 15.70x N0. OF STORIES: 3 1 (A) S.C. WOOD AND GLASS 3'-0"X8'-0"X1 3/4" PRIVACY/DEADBOLT ARCHITECT'S SERVICE FOR USE SOLELY WRH RESPECT TO THIS
HEIGHT: TOP OF RIDGE 26'-0' PROJECT, AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF
2 (8) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4" PRIVACY THESE DOCUMENTS AND SHALL REfAIN ALL COMMON LAW , STATUTORY
AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT.
3 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4" PRIVACY
4 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4" PRIVACY � � G � /
5 (C) S.C. WOOD PANEL 2'-0"X6'-8"X1 3/4" POCKET HARDWARE d'
6 (C) S.C. WOOD PANEL 2'-0"X6'-8"X1 3/4" POCKEf HARDWARE DRAWING
7 (C) S.C. WOOD PANEL 2'-0"X6'-8"X 1 3/4" PRIVACY I N D EX
8 (C) S.C. WOOD PANEL 2'-0"X6'-8"X1 3/4" PRIVACY
9 (D) 1 -PR SLIDING GL4SS 2'-6"X6'-8"X1 3/4" EX�STING EXISTING/RELOCMITED A1 . 1 SITE PLAN
10 (B) S.C. WOOD PANEL 3'-0"XB'-B"X1 3/4" PRIVACY/DEADBOLT �' �.��'
11 (B) S.C. WOOD PANEL 2'-8"X6'-6"X1 3/4" PRIVACY � �� ��f P�. AZ. 1 FLOOR PLANS
12 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4' PRIVACY K� ' "�
\� ,�� _
��� .
2 „ � 2„ � 25 , � 2�, � 2525 o�F: � ` � � � � A2 .2 FLOOR PLANS
G � � � � ✓ �� A2 .3 FRAMING PLANS
� � � � � � � � � � �
�
� � WOPi AL �ME � � Y°Pi AL �ME � �,���` � � ' a \���6 A2.4 FRAMING PLAN$
C D E
0 � � � � � � � Q �� ��� � p A4. 1 ELEVATIONS
2135 2135 � � � �
2541 2541
PELLA CLAD CASEMENT WINDOWS A4.2 ELEV I N
A5. 1 f ECTIONS
500�1 Sk�RIES FlR DOOR W/ 5/B' (B�@EL WOOD DOOR (B� WOOD POCKEf DOOR `' � ` 0� Qp
CLEAR INSUUTNC GlASS W/1 -1/2 W� 1 -1/2 PR 8U1T NINCES W/LE. JONMSON PROWCIS, IHC. '`` 'T9
PR BUff HINGES AND GLASS SIDEI�GHT. 1500 FRAME SET, EDCE PULL ANO FLUSH PUILLS /�Q �
� PETER R . '�� �e �' gCGIVe �
� LAllARA �
EXISTING FRAME �� C- 615 � AUG 2 6 199g
�� g, " � �� ,��4
��
A
�
�, MAS ER LEGEND
� HUTTNER REMODEL
(2�sNC SUDir+c 000tts 5128 OROUSE IANE
� RE-USE D(iSTING MMDWAf2E VA�L, CALORADO
� Lazzara
� ARCHITECTURAL
� Design
�� 8621 EAST YALE UNIT B
DENVER, COLRADO 80231
� 303-337- 1724
�
Lazzara
ARCHITECTURAL �
Design
8621 East Yale Unit B
Denver, Colorado 80231
303.337. 7 724
- �� � '
j- /
/ � / , �
/ /
� ' � ASPHALT SHINGLES OVER 2 IAYERS /
� ! �� 15p FELT ICE/WATER SHIELD OVER
/ �� EN'11RE 3/4" Y&G ROOF DECK.
% INSTALL MEfAL EAVE FLASHING W/DRIP / /
� / AND EXTEND WATERPROOFlNG 1 /4" PAST
� MEfAL DRIP EDGE. --�
� � ,�- � - � � General Notes
(" � � ; � �, �
/ � 2 \
i � /
� 12
`� SIMPSON H3 HOLD DOWN
ASPHALT SHINGLES OVER 2 LAYERS \
15k FELT ICE/WATER SHIELD OVER ��J _
ENy'IRE 3/4" T&G ROOF DECK. i `
INSTALL METAL EAVE FL4SHING W/DRIP `
AND EMEND WATERPROOFING 1 /4" PAST �I'� tx2 WOOD TRIM PIECE
METAL DRIP EDGE. � \ �
/�-^ EICPOSED EAVE FRAMING
% �
� y / FRIEZE BLOCK W/VEM
/���
� ._4.
� Z / � SLOPED CEILING W/1 /2" G1P BD
i
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ix2 T&G VENTED WOOD SOFFR °
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1x8 FRIEZE BOARD '� 2x6 WOOD STUDS 16" O.C. W/ONE �
.-- LAYER 1 2" GYP BD AT INSIDE FACE ,�.
AND 1 / " LAYER OSB ON OUTSIDE
� -6 WOOD BASE FACE. INSTALL R- 19 &4TT INSULATION
IN WALL CAVITY. INSTALL 6 MIL POLY - FLR ELEV 8593�-3 5/8"
- FLR El 8593'-3 5/8" VAPOR &4RRIER ON INSIDE AND 15� -
FELT ON OUTSIDE.
/ ` ( ) ` � ' `
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, , ,
� ;
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/ W10x?? STEEL BEAM.
/ 4 •, .
1
2x6 WOOD STUDS 16" O.C. W/ONE 3/4' TEtG PLYWOOD DECKING OVER 9- 1 /2" w , 3/4" TacG PLYWOOD DECKING OVER' 9- 1 /2"
LAYER 1 /2" GYP BD AT INSIDE FACE TJI's 018" O.C. W/R-30 BATT INSULATION � TJI�s Ot6" O.C. W R 30 &4TT INSUL4TION
AND 1 /2' LAYER OSB ON OUTSIDE ' � �
FACE. INSTALL R- 19 BATi INSULATION INSTALL 6 MIL POLY MOISTURE &4RRIER ON > INSTALL 6 M1� POLY MOISTURE BARRIER ON
IN WALL CAVIiY. INSTALL 6 MIL POLY _/� �I ROOM SIDE (WARM SIDE). INSTALL 1 /2' IAYER � . ROOM SIDE (WARM SIDE).
VAPOR BARRIER ON INSIDE AND 15# TYPE 'X' GYP BD TO ALL WALLS AND CEILING
FELT ON OUTSIDE. IN GARAGE AREA. ,l/,� ,\ ,
%��/%' .
NEW 1x8 WOOD CHANNE� SIDING TO - ���/%\� '
MATCH EXISTING SIDING. —\ ;;\�j�;„ � •
<I ..
3" • (• ' 6"x6"- 10x10 WELDED WIRE FABRIC -r
� 1 /2"6x8" ANCHOR BOLTS 6"-0" 0.0. (MAX) � /
NEW tx1 EIFS ACCENT &4ND ABOVE MINIMUM OF TWO BOLTS PER PIECE .. I . � CONTINUOUS THROUGHOUT SLAB
3/4" THICK EIFS WAINSCOAT. a W/1 BOLT WITHIN 12' OF EACH END. �� �4 VERT REINF.O 48' O.C. �
6'x6'- 10x10 WELDED WIRE FABRIC � APPLY BITUMIN-MODIFlED URETHANE �/ (r ' - �qULKED EXPANSION JOINT /
CONTINUOUS THROUGHOUT SLAB COATING TO THE OUTSIDE fACE `I . /
OF THE FOUNDATION WA�L.
a 2x6 P.T. MUD SILL :' � / 4' MIN REINF. CONC. SLAB �_ �
N ` CAULKED EXPANSION JOINT � � � j�� QF �' O� Q99
4" MIN REINF. CONC. SlAB SLOPED � � FLR ELEV 8584'-6� � �� �
, c,� O
1 /8`/FOOT TO FRONT OF GAR4GE 'I� — 9 r m � II ;' LAllARA
�I � . � � ' � � O O . 00nO , aJ � JCG� vO O !� O O � 1
^ J � O U J O D U O J J � G .. G �.
�I � t I 1 �.�r .. O . O . J ) _ O ( O O . O ' ��a
� �, FLR ELEV 8584'-0" ° I � +- � — — — — — — — — — — — — 1
` � ; : - ° ,: r �. .- � C- 615 ,�
y�A/��,� �. . • � . : . '� 4" MIN. GRAVEL W/CONC. �� � C� S�I �� tVV
-- /\ i. � � a �: � .,. � n � � RATED MOISTURE BARRIER. ��� �
W ���� \� , oc ' . °o o� n°o � n° o " o"n ' u ° npo°opo°, � �'
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z � !�. ;>� :;%: % � : ;;� �,>; 1 _ 1
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o :� 4" MIN. CRAVEL W/CONC. I I
a , . ( �" R4TED MOISTURE &4RRIER.
L _ _ — J
�4 VERT REINF.O 48" O.C.
'' �� ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ No. Revision/Issue Date
�3) �4 CONTINUOUS W/
° ' � � — 4 TIES O 48" O.C.
. m. . y ��'
� _ - __ _ . ' - - - - - - - - - - - - - - - - - - - -
8" THtCK CONCRETE FOUNDATION
� �-6� WALL W/2 �5 TaP � aoT. HUTTNER RESIDENCE
A GARAGE SECTION B PASSAGE SECTION
A5 . SCALE: 3/4• Qi '-o" A5 . SCALE: 3/4• = � '-o" 5128 Grouse Lane
Vail, Colorado
970-476-0203
3
° Praject Sheet
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17 August 1999
5 Scale
�= 3/16" = 1 '-0"
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� NEW ROOF VENT
PER U .B.C. L1ZZara
'� ARCHITECTURAL �
� � Design
TOP EX. ADJACENT ROOF �r,, I
12 ---- : _. . ..-_:_ .:_: 7 ELEV. 8627'-4.�
8 NEW 1 x6 CLAP BOARD 8621 East Yale Unit B
NEW GABLE ROOF W/ � WOOD SIDING TO MATCH EXISTING SHED ROOF Denv303.337ad240231
ASPHALT SHINGLES TO � EXISTING COLOR 5482M � SLOPING 1 /4" PER F00T
MATCH EXISTING.
INSTALL NEW GUARDS
THIS SLOPE
_ TOP OF ROOF �
— - NEW 1x8 CHANNEL ELEV. 8619' -4"
---= - i WOOD SIDING TO MATCH
- -= EXISTING COLOR 5482M
_ � � _ -_ � � I � i j � ANDORAILNGSTING DECK
-_ O � __ - � I - I �- \ COLOR 5481 W
—=__ _;_._____ � 3RD LEVEL Genera� Notes
REWORK EXISTING RAILING AND _ __ ELEV. 861Q'- 11 /8"
h.\:.
BALUSTERS, MATCH EXISTING. ;, -, � � � _ ^ I � � ; ., ��
EXISTING DECK, REWORK /,% - � � ' � � � I I
� AS REQUIRED COLOR 5481W. /� ; � � � a = � ,. ,\ �
\� � D -- OO � = OO OO NEW WOO� � STAIR -
_ AND RAILIIU� AT �
�'i; � . , �, � � - --_ ,�, �
�� �j%//, ji;//// ��� -- - --- - KITCHEN E�iIT. �, ; �
--- ----- �i : _ --- 2ND LEVEL
, i ; - �, , — � , �
, • . ��/i ;�i , . i�, — NEW WOOI� � ,P�.C'fRCH ��_,'
-- AND RAILIIN�`�_ - ELEV. 8602'-0"
— �� . �% ,�� � � � KITCHEN F��IT.
NEW 1x6 CIAP BOARD -- / � / � �� �� � �
WOOD SIDING TO MATCH ---- — ==1 �/� fj/ ////�j I
EXISTING COLOR 5482M /� /
� 0 =-- _ �,,�, - , � / , , �
, � -_----- / ; ,, ,/� �
EXISTING DECK �I � I __ _ _ _ � ��/ �
AND STAIR TO ��� —-- —� ��i� �� ����, I � '
REMAIN. ________� -��' ����� � - � , i 1 S7 LE�/EL
� ELEV. 8593'-3 5/8"
I I � I I NOTE�
I I I I SEE SHEEf A5. 1 FOR NPI'CAL CONSTRUCTI(7N DETAILS
1� � - - - - - - - - - - - �
NEW 1x8 CHANNEL
WOOD SIDING TO MATCH
EXISTING COLOR 5482M
WEST ELEVATION ���
PAINT DOOR FRAMES, WINDOW FRAMES,
SCALE: 3/ 16" = 1 ' -0" TRIM AND GUTTERS 5481W.
NEW GABLE ROOF W/
ASPHALT SHINGLES TO
MATCH EXISTING.
� IfOP EX. ADJACENT ROOF TOP OF NEW ROOF r-�
ELEV. 8627' -4" � � ' � � '
; 1 � �_ � �'� ��. -! ELEV. 8627' -4"
i i � I �Y i �' i i I i i� ' i I � �
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,i �� -
� �' �:_.� � !i
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;��' I =_ _ _ -- - - -- - REWORK EXISTING SHED
� a � � -__ _---_- ROOF AS REQUIRED.
Ui'� I _ - -
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_L_ I I =_.. � �
;-� ; -- - - - _-_� � ��
� i I 1 � B r-- EXISTING ROOF DECK h
!; � _-.-_- -- ELEV. 8612'- 6"
- -�
` G �� � ':
C _ � U �
, � I ��- , NEW CEDAR SHAKE /, �. 9 �
j -- - % SHINGLE SIDING i ��'� 9C, �;
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� � ' --�� —�-- —_ -- � �S 17 99 � ;
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- --- --_�
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� ---�
� _-_i i ST LEVEL �
� ELEV. 8593'-3 5/8" No. Revision/Issue Data
NEW 1x6 WOOD PLANKS
W/ 1 " GAP BETWEEN PLANKS.
COLOR 5481W
HUT'�'NER RESIDENCE
5128 Grouse Lane
Vail, Colorado
970-476-0203
NORTH ELEVATION
SCALE: 3/16" = 1 ' -0"
D Project Sheet
� D:Project\Kfc\Huttner99
a
� Date:
� A4 .1
17 August 1999
v
� Scale:
= 3/16" = 1 '-0"
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Lazzara �`
ARCHITECTURAL � �,
DeSlgll ��
�
�
8621 East Yale Unit B ��
Denver, Colorado 80231 �
303.337. 1724
General Notes
FLOOR CONSTRUCTION AND FRAMING ROOF CONSTRUCTION AND FRAMING
�� 3/4" T&G PLYWOOD FLOOR SHEATHING OVER 3/4" T&G PLYWOOD ROOF SHEATHING
; ' 11 -7/8 45 SERIES B.C.I. AT 12" O.C. INSTALL OVER 2x10 RAFTERS AT 12" O.C. INSTALL
6 MIL POLY VAPOR BARRIER AND R-30
/ FASTEN LEDGER TO EXISTING STUDS UNFACiED BATT INSULATION
� W/4 16d NAILS PER STUD.
RIDGE BEAM
N W 2 1 E �
�
RIDGE BEAM
OPEN
�_ `�-
- - - - - - --II ;`� OF Cp� O� \
� �
- - ��P
�' � PETER R . � `
{ � -.'_ LAllARA :^: j
'� C- 615 � '
� ��'� 8� �� 1�1 �,� �
�
, �s D A C��
No. Revision/Issue Date
3RD LEVEL ROOF LEVEL HUTTNER RESIDENCE
SCALE: 3/ 16"= 1 ' -0" SCALE: 3/ 16"= 1 ' -0"
5128 Grouse Lane
Vall, Colorado
970-476-0203
Project Sheet
D:Project\Kfc\Huttner99
Date: � A . �
17 August 1999 �
Scale:
3/16" = 1 '-0"
0
i
0
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0
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Lazzara M1
ARCHITECTURAL � �,
STRUCTURAL NOTES: Design �
DESIGN CRITERIA r`
1 . UNIiFORM BUILDING CODE (UBC) — 1994 8621 East Yale Unit B �
2. SEISMIC ZONE 1 Denver, Colorado 80231 �
3. WIND — 80 MPH EXP. B 303.337. 172a
4. ROOF SNOW LOAD = 100 PSF (FLAT)
5. ROOF SNOW LOAD = 80 PSF (SLOPED)
' GENERALNOTES
1 . THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE
SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS PRIOR TO STARTING WORK AND SHALI NOTIFY THE
ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
OR INCONSISTENCIES PRIOR TO PROCEEDING.
EXISTING FOUNDATON
CONCRETE General Notes
1 . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF
ACII 301 °SPECIFICATIONS FOR STRUCTURAL BUILDINGS," EXCEPT
AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED
HEREIN OR SHOWN ON THE DRAWINGS.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
AT 2$ DAYS OF 3,000 PSI.
3. CEMIENT SHALL CONFORM TO ASTM C 150, TYPE I/II; AGGREGATES
AS1fM C 33.
4. CO�CRETE SHALL CONTAIN 6% AIR ENTRAINMENT, t1 %a
-- REINFORCING STEEL �
' 1 . FA�RICATE AND PLACE REINfORCING BARS IN ACCORDANCE WITH
CR'SI "MANUAL OF STANDARD PRACTICE" AND CRSI "RECOMMENDED
PRACIICE FOR PLACING REINFORCIN6 BARS".
FLOOR CONSTRUCTION AND FRAMING FLOOR CONSTRUCTION AND FRAMING 2. REIMFORCING STEEL TO COMPLY W1TH ASTM A615, GRADE 60.
3/4" T&G PLYWOOD FLOOR SHEATHING 3/4" T&G PLYWOOD FLOOR SHEATHING
OVER 2x10 JOISTS AT 16" O.C . INSTALL � OvER 2xt0 RAFTERS AT 16" O.C. INSTALL 3. DO NOT USE BRICK OR POROUS MATERIAL TO SUPPORT FOOTING
6 MIL POLY VAPOR BARRIER AND R-30 6 MIL POLY VAPOR BARRIER AND R-30 STEEL OFF THE GROUND.
UNFACED BATT INSULATION UNFACED BATT INSUlATION
FASTEN NEW LEDGER TO EXISTING STUDS FASTEN NEW LEDGER TO EXISTING STUDS EPDXY DOWELS
W/4 - 16d NAILS � Ea. STUD. W/4 - 16d NAILS � Ea. STUD. 1 . DOW�EL CONCRETE GRADE BEAMS TO EXISTING CONCRETE WITH #5
DO'NJELS AND EPDXY ADHESIVE AS SPECIFIED ON THE DRAWINGS.
STRU�CTURAL STEEL
NEW 2x10 LEDGER NEW 2x10 LEDGER
� 1 . MATERIALS:
STR',UCTURAL STEEL SHAPES AND PLATES: ASTM A36
STR'UCTURAL STEEL PIPE: ASTM A53, GRADE B
RU3T—INHIBITING PRIMER: TT—P-31
2. CONTRACTOR SHALL INSTALL AND MAINTAIN ADEQUATE BRACING AND
SHCORING UNT1L PERMANENT CONNECTIONS TO THE STRUCTURE ARE
EFFECTIVE.
3. GROUT UNDER BASE PLATES SHALL BE MASTERFLOW 713
ATTACH ROOF TRUSSES AND NO�N—SHRINK NON—METALLIC GROUT OR ACCEPTED EQUIVALENT.
JOISTS TO TOP PLATES �
BEARING WALLS W/H2.5 TIES.
TRU'SS JOIST
JOISTS SHALL BE TJI/PRO 250 SERIES AS MANUFACTURED BY THE TRUS
JOIST MACMILLAN CORP. OR ACCEPTED EQUIVALENT. BRIDGING ACCESS—
ORIES, WEB ST1fFENERS, PANEL BLOCKING, AND OTHER ACCESSORIES
SHALL BE FURNISHED BY THE JOIST MANUFACiURER AND INSTALLED
UPON THEIR RECOMMENDATIONS. ALL HARDWARE SHALL BE SIMPSON
STRONIG—T1E CONNECTORS OR ACCEPTED EQUIVAIENT.
LAM INATED VENEER TIMBER
LUMBEFt FOR LAMINATING SHALL MEET THE STRUCTURAL REQUIREMENTS
AND LWMINAPN6 SPECIFICATIONS OF THE LATEST EDITION OF THE
AMER�CAN INSTITUlE OF TIMBER CONSTRUCTION, AND SHALL BE OF
SUCH STRESS GRADE TO PROVIDE GLUE LAMINATED MEMBERS WITH
FLOOR CONSTRUCTION AND FRAMING MINIMUM� ALLOWABLE SIRESSES OF:
FLOOR ELEV BfNDING EQUAL TO 2600 PSI
3/4' T&G PLYWOOD FLOOR SHEATHING 8593' - 3 5/8" COMPRESSION PARALLEL TO GRAIN EQUAL TO 2310 PSI
OVER 9 - 1 /2" TJI's AT 16" O.C. INSTALL C�OMPRESSION PERPENDICULAR TO GRAIN EQUAL TO 750 PSI
6 MIL POLY VAPOR BARRIER AND R-30 HORIZONTAL SHEAR EQUAL TO 285 PSI
UNFACED BATT INSULATION
MIODULUS OF ELASTICITY EQUAL TO 1 ,900,000 PSI
SERVICE CONDITIONS SHALL BE CONSIDERED DRY. y- —
NAILING� FOR DOUBLE MICRO=LAMS SHALL BE 2 ROWS, 16d COMMON NAILS � ' QF CO� �
( � 12" (O.C. NAILING FOR TRIPLE MICRO=LAMS SHALL BE THE SAME, ;/,`�. �
EA. SIDIE. ,�� "9p
' � � PETER R . �
SHEIATHING � � .'- L/�ZZARA ,:-
1 . ROOF SHEAIHING SHALL BE 1 LAYER OF 3/4" PLY CDX SPAN �� r� GL 615 �
RAITING 40/20 LAID PERPENDICULAR TO FRAMING ` r'� g ��� � V
AT�INTERIOR BEARNG.N FLOOR SHEAINING HALLLBE 1ELAYER OF^ OC // AR��\��
3r4" PLY CDX, TONGUE AND GROOVE, SPAN RATING 32/16, LAID
PERPENDICULAR TO FRAMING AND NAILED WITH 10d NAILS AT 6" O.C. AT
PA�NEL EDGES AND 12" O.C. AT INTERIOR BEARING. WALL SHEATHING
SHIALL BE 1 /2" OSB, LAID PARALLEL OR PERPENDICULAR TO
FR:AMING , AND NAILED WITH Sd NAILS AT 6" O.C. AT PANEL EDGES AND
AT' 12" O.C. AT INIERIOR BEARING.
LUM�ER No. Revision/�ssue Date
1 . STUDS SHALL BE HEM—FIR STUD GRADE OR BETTER. POSTS, HEADERS
AIND JOISTS SHALL BE DOUGLAS FIR—LARCH, N0. 1 GRADE OR BETTER.
FIRST LEVEL 2ND LEVEL U;SE COMMON NAILS ONLY.
SCALE: 3/16" = t ' -0" SCALE: 3/ 16" = 1 ' -0" 2. RO�UGH HARDWARE SHALL BE SIMPSON STRONG—T1E TIMBER CONNECTOR
OF2 ACCEPTED EQUIVA�ENT. HUTTNER RESIDENCE
3. SILLS AND PLATES IN CONTACT WITH CONCRElE SHALL BE PRESERVA�IVE
�EATED. 5128 Grouse Lane
4. DOiUBLE JOIST UNDER ALL PARALLEL PART1T10NS. Vail, Colorado
5. NA�ILING FOR ALL STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH 970-476-0203
TMBLE 25—Q "NAILING SCHEDULE" OF THE UNIFORM BUILDING CODE.
Project Sheet
D:Project\Kfc\Huttner99
Date: � A ■ A
17 August 1999 (J �v
Scale;
3/16" = 1 '-0"
Lazzara
ARCHITECTURAL �
DeS1gIl
8621 East Yale Unit B
Denver, Colorado 80231
303.337. 1724
EXISTING 200a
II� PANEL - �
I AREAS SHOWN IN
i I� OUTLINE ONIY ARE
� ! EXISTING.
UNEXCAVATED il ,
- j CONSTRUCTION NOTES
�
9� j � General Notes
EXISTING GARAGE , , 1� REMOVE EXISTWG WALLS AS INDICATED
q� � I BR.4CE EXISTING STRUCTURE AS REQ�D.
__: I'i ' � INSTALL NEW JOISTS AS REQUIRED.
AREAS SHOWN W �'
' OUTLINE ONLY ARE - -i � 2� INSTALL NEW PORCH AND RAILING AND
- - �� EXISTING. -- --- -� � STAIRS TO MATCH EXISTING
i i I �3 INSTAL� NEW WATER CLOSEf, LAVATORY,
- -- — --- I EXHAUST FAN AND LIGHT FIXTURE.
- - � ' �4 INSTALL NEW WOOD STAIR AND RAILING.
-.-'� ,,� 4._8. 2._6. _
_ -
---- - SQ REWORK EXISTING DECK AND RAILING
_._ -- '
---- AS REQUIRED
_ _---
- 6 OPEN TO BELOW. NEW FLOOR TO BE
II _ __ �
- - - -- INSTALLED AT A LATER DATE
I I - - ' 7❑ NEW EXTERIOR WALLS TO BE 2x6 STUDS �
- -- l�l
3❑ -- -� II 16" O.C. W/ R- 19 INSULATION BATTS
� � '
O o K TCNIEN I I NEW KITCHEN AREA i � � � e� NEW INTERIOR WALLS TO BE 2x4 STUDS �
I I p 16" O.C. W/ 1 /2" GYP BOARD BOTH SIDES.
o O 3�-6' i � Q (� r,� ' ` x ❑ y ❑9 RELOCATE EXISTING DOOR,
a I F� -" '� � FRAME AND TRIM .
i
� I ' � EXISTING LOFT I I �
I - - — Q ! AREA �- - - - 1- �
— —.�, — � �J � II EXISTING � � � ��
� i BATHROOM II � �
r� � � ii � � \ O IIII
I � � — — OPEN /,
LINE OF LOFT I � FLOOR ELEV � �\
ABOVE. �
� °0 8610'- 11 1 8" � �
- - - - - - - - - - - - � 6
0
o ; , -
EXISTING EXISTING � � OPEN �
DINING STAIR `�
AREA a. �� a.
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`�.A �'��`
� � ���
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�, �
�,
,`..
EXISTING I'
LIVING " II
AREA I I ,
I
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FLOOR ELEV �
8602' -0" I � I
II II
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li
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� ; � ,�� \
� � .
! j / ; i � ' `' PETER R . � '
I � , � ! I � I .�: LAllARA :�
E X I S T G D E CK � E X I S T'G D E CK ; ��,
� ELEV. 8602' -0 ' ;i' �,� � G2615 „ :
I i ELEV. 8602' -0" � � i � �
__./ _ — __ __ _ _ __ _ __ � i l
� �
� �i �' � � �F, g �� � � �'�
_ _ - -- --_ _
�..-. _ __ _ _ - .- _ _ --_ _ -_ : _ - __ \ ;,SFa R��,\�
No. Revision/Issue Date
2ND LEVEL 3RD LEVEL HUTTNER RESIDENCE
SCALE: 3/ 16"= 1 ' -0" SCALE: 3/ 16"= t ' -0"
5128 Grouse Lane
— — Vail, Colorado
ADDITIONAL FINISHED SPACE ADDITIONAL FINISHED SPACE 970-476-0203
15 �r' SQ. FT. 10 t� SQ. FT.
Project Sheet
D:Project\Kfc\Huttner99
Date: � A . A
17 August 1999 L L
scale:
3/16" = 1 '-0"
Lazzara
ARCHITECTURAL �
Design
UNEXCAVATED 8621 East Yale Unit B
Denver, Colorado 80231
EXISTING FOUNDATION
303.337. 1724
I I — - General Notes
� ' I
I . �
� I
I � � ♦
� I II
� :r EXISTING � � INDOOR STORAGE <
� I BASEMENT II
� i II
� . I
� " I ,._Z.
I ° �
I �
� • � - - -
� � - - - � I
I : I EXISTING
I I WATER HEATER
I ^ I m � m
I , I �
I I � 0� �
- - - - - - J I � i
- - - - - - - � �
i�__ � � ,
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B, I BATH e,
i ^
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� �j � � p � ,
L i— —� � — J EXISTING
i � BEDROOM
i
i
� FLOOR ELEV
� i 8593' -3 5/8"
I i
�
� � ���
� -�-- - - - ---- _ _ . _ _---�-- �
� � � _ � �
i � �
EXISTING DECK
i � � 8593' -3 5/8"
I �
r � r - � � '
I I-- - -- --, r - -I-Q I i -----_ �_-:- c- - - -- -
L - J I �� I L - J I �_.� 1
� �� � � i i �
I � I I � I ' % p CO( O
I �--i I I I-� I %'�`�� 9q
I �� I I �� I /'� p
i �� i i �� i '� LAllARA :: �
EXISTING
� ` C- 65 ,�
STAIRS \�i� 8 �7�q9 V
�
��
, 'y, �� PC��
GROUND LEVEL 1ST LEVEL - - - - �- _
ADDITIONAL FINISHED SPACE I -
SCALE: 3/ 16" = 1 ' -0" SCALE: 3/ 16 " = 1 ' -0" 100 SQ . FT.
CON3TRUCTION NOTE3 CONS'1fiUCT10N NOTES
No. Revision/Issue Date
APPLY BITUMIN— MODIFIED URETHANE COATING
TO THE OUTSIDE FACE OF ALL NEW
FOUNDATION WALLS.
NEW C.M .U. FOUNDATION W/CONC.
FTG TO MATCH EXISTING.
PROVIDE A MINIMUM OF 2 SQ. FT. HUTTNER RESIDENCE
VENTILATION IN CRAWL SPACE.
5128 Grouse Lane
Vail, Colorado
970-476-0203
Project Sheet
D: Project\Kfc\Huttner99
Date: � A .J
17 August 1999 L l
1
Scale:
3/16" = 1 '-0"
� � � � . Lazzara
� � � . . ARCHITECTURAL �
� � � ' � . . DeSlgll
' . �_ . , LOT 4 LOT 5 /� DenverEColo aldo 80 21
• , NEW ACCESS R BE CONSTRUCTED ' . / 303.337. 1724
• BY EAGLE COUNTY WA SANITATION �
61STkICfi IN THE SUMM�� OF •
EXISTINC 8'
' • � . WATER hWN MANHOLE
' � . IXISTING ORNEWAY EASEMENT O
' • � , SHRUBS (BOOK 398, PAGE 837� 89�04'3S. � ISnNG SANRARY ��
• . , . ??.�, ER LINE -- qppRO%. LOCATION OF 100 YR FLOOD PUIN
INTERPOUTED FROM F.E.M.0. FLOOD INSURANCE
i�p STUDY DATED NOVEMBER 2, 1982.
UTILRY PND DRPJNAGE
T�� � FASE /� , .
LOT 7 � ' � �- b• •
^
� ' . �
� _ :_ � _ — — — — � — — / — -�e General Notes
' �' HIGH WATER LINE
• OF GORE CREEK
j .
. \ � ... .✓ � � ' .
� ��� � � �
......._� , �
/ . RELOCATE D(ISfING ROCKS • \
� / O , AND BOULDERS ALONG DRIVE I . \
/ � .
/ •
/
s',o'
�yti3 .
� / �/
aseo , E� / •
�� A'� ���� � �d• � 0 0 HICSPRUCE �� � ��WAY EASEMEM ON ��I
� � ` L OF GOREECREEKIFOR FACLEUNE //�'
COUNTI' WATER AND SANRATION. � �
/
o � ;- ' �/
� • 8583'-10" � � �. 8582'-3' � .
8582 — — � �
— - - - - - - - "'�— - - - - - - - BS82
8584 � �
8586 / � � I
/ \ _� �
/ \ I
e� � . LOT 8 � I
� � � � � I
asao � , — — � � � � •
� / � � � � PARC� B .
8592 P N 7RE EES�AS � � \ � \ ` � 0.2317 ACRE : ' N
REDUIRED. � � � . n
EXISTING GAS LINE � \ � \ � �
LOCATED IN GROUSE � � � � � ' &583'-0' ru
LANE wn7E — \ � � � � ro
\ \ � \ \/ . N
8594 \ \ � � \ \ \ ( �� \ �- S OWN OTTED : : c�
MANHOLE \ � \ \ �
O SEWER S __ . � \ ;
�1 8598 � i� � � �� � \\\ \ ` � —
, _ _ ._ _ __. _�—� _—_ , i� _— J ♦ '. ��' \ � (3) 70' HICH S ,85'39'42+ W�
i
' � � ( � � � � I � � i � 8818' � � V A � �`� -�� EES : 32. 75.
R00� N I \ \ \�/ ,
1�3538'02' � � � .
\
R�45.00 � 8586 .
L�28.42 �'ll — — ,ywj
i�13.80 � \ �
LC�28.04 8619'-4' i •
CB�S 29'26'20' E TOP' OF RO F e 72� 'I � � � � � �� •
�ECR � � °j
EL TRIC � '�
M R i � 856 6� .
19-8' I � � 8590 �i
GROU3E LANE �
TOP F ROOF I \ • I .
.� I \ . •
_I 8392 IXISfING CONTOURS I
-- -- . SHOWN SOUD.
S 74'24°00' W- 49.64' S 74'24'00" W- 30.0 '
� � GRFA
c�s� 7.v. S 15'36'00" E- 2.6' \' • EXISTING WEST SIDE 1 ,639 SQ. Ff.
7EtEPHONE • ADDITIONAL WEST SIDE 360 SQ. Ff.
S 74'24'00" W- 8.40'
TOTAL WEST SIDE 1 ,999 SQ. Ff. —�
N t5'36'00" W- 2.60' . : TOTAL ALLOWABLE PER JANUARY 21 , 1999 LEfTER 1 ,999 SQ. FT. ��� �{ � O( � O
' , � O\
. �
E`�°�"�"` � , : � LANDSCAPE NOTE �� L�� ZRR, .,,
� � THE PROPOSED ADDITION REOUIRES THE I �' GLU15 h
\\\ RELOCATION OR REPLANTING OF TWO �` r '
\ LOT S . • TREES AS INDICATED ON THE PLANS. �
\ ' THE AREA DISTURBED BY CONSTRUCTION � �C� , g 17�� ��
PARC� A IS TO BE RESEEDED WITH NATURAL , u� \��
� o.n4e nCRE : EX ST NG, AND WILDFLOWER TO MATCH U I\ �%
\ •
\ • .
SITE PLAN � ;
SCALE: 1 �= 10�-0" ,
\ No. Revision/Issue Date
�pllllllii"'^ ""�uIIIIIIV� :� '
II, \
���III���II I��III��� � :� '
° 5 , ° ' S 2° � ; HUTTNER RESIDENCE
\ ; 5128 Grouse Lane
Vail, Colorado
LOT 8,� BLOC�K 1 , ' 970-476-0203
GORE CREEK SUBDIVISION �
. \
LOT 9 �
Project Sheet
D: Project\Kfc\Huttner99
Date: �� .J
17 August 1999 �
Scale:
As Noted
CONSTRUCTION TELEPHONE & ELECTRICAL REFLECTED CEILING GLOSSARY OF ABBREVIA�TIONS GENERAL NOTES
PLAN PLAN PLAN
O AT
& AND
A.F.F. ABOVE FINISH FLOOR
PARTITION LEGEND SYMBOLS SYMBOLS ALUM. ALUMINUM
A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS 1 , THE GENERAL CONDITIONS OF CONTRACT FOT THE CONSTRUCTION
FUL6 H€IGHT SOUND ATTENUATING PARTITION e � EXISTING ELECTRCAL OUTLET TO BE REMOVED O EXISTING RECESSED INCANDESCENT DOWNUGHT TO REMAIN BLDG BUILDING OF BUILDING, A.I.A. DOCUMENT A-201 SHA�L BE CONSIOERED
8.0.8. BOTfOM OF BEAM
PART OF THE CONTRACT.
INTERIOR PARTITITON WITH CEILING BREAK e � EXISTING ELECTRCAL OUTLET TO REMAIN O NEW RECESSED INCANDESCENT DOWNLIGHT 80TT BOTTOM z• DR4WINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN
C. CHANNEL THE PROPERlY OF THE ARCHITECT WHEfHER THE PROJECT FOR
CL CENTER LINE WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THESE DR4WINGS
STANDARD INTERIOR PARTITION � NEW ELECTRICAL OUTLE7 O NEW RECESSED INCANDESCENT DOWNLIGHT CLG CEILING SHALL NOT BE USED OR REPRODUCED FOR USE ON ANY OTHER
COl COLUMN PROJECTS.
( t ) HOUR RATED PARTITION
e � 4PLIX NEW 4-PLEX ELECTRICAL OUTLET O NEW RECESSED INCANDESCENT DOWNLIGHT CONC CONCRETE
C.J. CONTROL JOINT 3. ALL WORK SHALL COMPLY WITH LOCAL BUILDING CODES, THE LOCAL
CONT CONTINUOUS ELECTRICAL CODES AND THE NATIONAL BOARD OF FIRE UNDERWRITERS
(2) HOUR RATED PARTITION e � �2ov/2d� NEW SEPARATE CIRCUIT 12OV OUTLET O NEW RECESSED INCANDESCENT WALLWASHER DIA DIAM�ER CODE . ALL NECESSARY PERMITS, LICENSES, TESTS ,CERTIFICATES
SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR.
D.S. DOWN SPOUT
MEfAL AND GLASS PARTITION e � �a//� NEW SEPARATE CIRCUIT 220V OUTLET O NEW RECESSED INCANDESCENT WALLWASHER EDnWG �CHING 4. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW
ELEC ELECTRICAL UNLESS OTHERWISE CALLED FOR.ALL WORK SHALL BE GUARANTEED
OO NEW ELECTRICAL OUTLEf IN FLOOR O NEW RECESSED INCANDESCENT WALLWASHER ELEV ELEVATION AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD
EQ EQUIPMENT OF ONE ( 1 ) YEAR AFTER COMPLEfION AND ACCEPTANCE. THE
EXT EXTERIOR CONTRACTOR SHALL REPAIR OR REPL4CE AT HIS OWN EXPENSE
� NEW TELEPHONE OUTLEf ❑ EXISTING 2X2 RECESSED FLUORESCENT LIGHT WHEN ORDERED TO DO SO ALL WORK THAT MAY DEVELOP DEFECTS
TO BE REMOVED F.F. FINISH IN MATERIAL AND WORKMANSHIP WITHIN SAID PERIOD OF TIME.
FlN FLOOR
� NEW WALL HUNG TELEPHONE OUTLEf 5'-0' A.F.F. F.O.F. FACE OF FINISH 5. THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL BE
EXISTING 2X2 RECESSED FLUORESCENT LIGHT � FOOT RESPONSIBLE FOR CHECKING EXISTING CONDITIONS AT THE JOB SITE
TO BE REMAIN G.A. GAUGE BEFORE SUBMITTING A PROPOSAL. SUBMISSION OF PRPOSAL SHALL
� NEW JUNCTION BOX FOR SPECIFIED ELECTRICAL DEVICE GDLV GR4DE IZED BE TAKEN AS EVIDENCE THAT SUCH INSPECTIONS HAVE BEEN MADE.
CLAIMS FOR EXTRA COMPENSATION FOR WORK THAT COULD HAVE BEEN
EXISTING 2X2 RECESSED FLUORESCENT LIGHT GYP GYPSUM FORSEEN BY SUCH INSPECTION, WHETHER SHOWN ON CONTRACT DOCU-
FUTURE OUTLET W/CONDUIT STUBBED UP 6'� ABOVE CEILING � TO BE RELOCATED G.W.B. GYPSUM WALL BOARD MENTS OR NOT SHALL NOT BE ACCEPTED OR PAID.
H.M. HOLLOW ME�AL
HR HOUR 6. CONTRACTORS SHALL DISPOSE OF ALL DEBRIS RESULTING FROM DEMO-
❑ NEW 2X2 RECESSED FLUORESCENT LIGHT HVAC HEATING VENTILATING AND AIR CONDITIONING LITION OR EXECUTION OF THEIR WORK. USABLE ITEMS OF VALUE
TO MATCH EXiSTING INS INSULATION REMOVED, BUT NOT TO BE REUSED SHALL BE BE THE PROPERTY OF
INT INTERIOR THE OWNER AND APPROPRIATLEY STORED UNTIL THE OWNER WAIVES
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT �T JOINT CLAIM, IN WHICH CASE ITEMS SHALL BECOME PROPERTY OF THE CON-
TO BE REMOVED LAM LAMINATED TRACTOR AND DISPOSAL OF SUCH ITEMS HIS RESPONSIBILTY.
LT LIGHT
MAX MAXIMUM 7. INSURANCE SHALL BE PROVIDED BY THE VARIOUS CONTRACTOS IN
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT MECH MECHANICAL ACCORDANCE TO THE DIRECTtON OF THE OWNER.
TO BE REMOVED MIN MIMINUM
MTL METAL 8• THE GENER4L CONTRACTOR AND EACH SUB-CONTRACTOR SHALL BE
NO NUMBER RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITITONS
� EXISTING 2X4 RECESSED FLUORESCENT UGHT N.T.S NOT TO SCALE AT THE SITE BEFORE FABRICATING ANY MATERIAL AND REPORT ANY
TO BE REMOVED O.C. ON CENTER DISCREPANCIES TO THE ARCHITECT.
OPP OPPOSITE
� EXISTING 2X4 RECESSED FLUORESCENT LIGHT PLY-WO PLY WOOD 9• ALL WORK SHALL BE OF FIRST CLASS WORKMANSHIP.
TO BE REMOVED Q•T• OUARRY TILE
R RADIUS 10• CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
RE: REFER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,
SECT SECTION BREAKAGE, COLL4PSE, DISTORTION AND MISALIGNMENT ACCORDING
S.F. SOUARE F00T TO APPLICABLE CODES, STANDARDS AND GOOD PRATICE.
SIM SIMILAR
S.S. STAINLESS STEEL 11 . DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGE SCALE DETAILS
SPEC SPECIFIED GOVERN OVER SMALL SCALE. REPORT AlL DISCREPANCIES AND/OR
SUSP SUSPENDED AMBIGUITIES TO THE ARCHITECT.
SCHED SCHEDULE
SQ. SQUARE 12. PARTITIONS SHALL 8E DIMENSIONED FROM FACE OF STUD TO FACE
STRUCT STRUCTURE OF STUD UNLESS OTHERWISE NOTED.
T. TOP
T.O.S. TOP OF STEEL 13. ALL BUILT IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED
7YP TYPICAL BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR TO SUPPLY ALL
GRFA CALCULATIONS PROJECT SUMMARY U.N.O. UNLESS NOTED OTHERWISE NECESSARY INFORMATION FOR CUT OUTS TO BE PERFORMED BY CABINEf
VENT VENTILATION CONTRACTOR.
TOTAL SITE: .388 ACRES 16,921 SQ FT ADD NEW GABLE ROOF OVER LIVING ROOM WD WOOD � 4• ALL NON-BUILT IN P�UMBING FIXTURES TO BE SUPPLIED AND INSTALLED
ALLOWABLE GRF: PER SIDE 1 ,971 S� FT + 425 SQ Ff CREDIT = 2,396 SQ FT ADD NEW ENTRY HALL W.W.S. WINDOW WALL SYSTEM BY PLUMBING CONTRACTOR.
ALLOWABLE GRFA: 4,792 SQ FT (2x2,396= 4,792 SQ Ff INCREASE AREA OF ESCISTING KITCHEN
) INCREASE AREA OF EXISTING LOFT � 5• CONTR,4CTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ARCHITECT FOR
EXISTING GRF: ADD ONE POWDER R�OM APPROVAL PRIOR TO INSTALLATION.
REWORK EXISTING DECKS AND RAILINGS
WEST SIDE: 1 ,639 SQ Ff (PER AUG 12, 1993 LETfER) 16. ALL MATERIALS TO BE MADE FIRE RESISTANT IN ACCORDANCE WITH
EAST SIDE: 1 ,273 SQ FT (PER AUG 12, 1993 LETTER) LOCAL BUILDING CODES.
ADDITIONAL WEST SIDE 360 SQ Ff (SEE SHEET A2.5) 17. WHERE DROPPED FASCIA IS INDICATED, GYPSUM BOARD SOFFIT IS TO BE
NEW TOTAL GRFA = 4. 133 SO Ff REfURNED TO WALL BEHIND UNLESS OTHERWISE NOTED.
SITECOVERAGE CALCULATIONS CODE ANALYSIS 18. ALL CUSTOM CABINEf WORK TO BE FURNISHED, DELIVERED AND INSTALL-
- - - — - _ DOOR SCHEDULE ED BY THE CABINET CONTRACTOR.
A�LOWABLE SITE COVERAGE = 16,921 SQ Ff x 20% =3,384 SQ Ff SITE AREA: 16,921 SQ Ff 19. PROVIDE ADEQUATE BLOCK�NG IN WALLS SUPPORTING CABINEfWORK.
EXISTING SITE COVERAGE 1 ,658 SQ Ff BLDG TYPE: VN 20. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED
WEST SIDE ADDITION 164 SQ FT SEE SHEET A2.5 OCCUPANCY: GROUP R, DIVISION 3 DR. ON. DOOR NPE DOOR SIZE HARDWARE REMARKS BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS Of THE
AREA: 1 ,221 SQ. �f ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS
PROPOSED SITE COVERAGE 2.657 SQ FT = 15.70�R N0. OF STORIES: 3 1 (A) S.C. WOOD AND GLASS 3'-0"X8'-0"X1 3/4" PRIVACY/DEADBOLT PROJECT, AND THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF
HEIGHT: TOP OF RIDGE 26'-0"
2 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4" PRIVACY THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW , STATUTORY
AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT.
3 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4" PRIVACY
4 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4' PRiVACY
5 (C) S.C. WOOD PANEL 2�-0"X6'-8"X1 3/4" POCKET HARDWARE
6 (C) S.C. WOOD PANEL 2�-0"X6'-8"X1 3/4" POCKET HARDWARE DRAWING
7 (C) S.C. WOOD PANEI 2'-0"X6'-8"X1 3/4" PRIVACY I N D EX
8 (C) S.C. WOOD PANEL 2'-0"X6'-8"X1 3/4" PRIVACY
9 (D) 1 -PR SLIDING GLASS 2'-6"X6'-8"X1 3/4" EXISTING EXISTING/RELOCf4TED A1 . 1 SITE PLAN
10 (B) S.C. WOOD PANEL 3'-0"XB'-B"X1 3/4' PRIVACY/DEADBOLT
11 (B) S.C. WOOD PANEL 2'-S"X6'-8"X1 3/4" PRIVACY AZ . � FLOOR PLANS
12 (B) S.C. WOOD PANEL 2'-8"X6'-8"X1 3/4° PRIVACY
A2.2 FLOOR PLANS
2117 2117 2517 2517 2525
� � � � � � � � � � � A2 .3 FRAMING PLANS
- � � WOOD FRAME � � WOOD FRAME A2.4 FRAMING PLANS
OO OO C D O � � NPICAL � � TYPICAL
A4. 1 ELEVATIONS
2541 2541 2135 2135 � � � �
PELLA CLAD CASEMENT WINDOWS A4.2 ELEVATIONS
A5 . 1 WALL SECTIONS
300�7�SEARIES FlR DOOR W/ 5/8' (8�@I. WOOD DOOR 8) PANEL WOOD POCKEf DOOR � � te RP .r, eivec
CLFAR INSULA7INC CUSS W/1 -1/2 W� 1 - 1/2 PR BUTf HINGES W/LE. JONMSON PRODUCTS, INC. — " 1n
PR BUTT HINGES AND CLASS SIDEL1GHf. 1300 FRAME SET, EDCE PULL AND FLUSH PULLS .�� C �� �n AUG ,� c� IPA@
T
`�� qo ,
� PETER R . ;
EXISTING FRAME LAllARA �Y ,
:'_
�'c� S���Rg �
�
F,�\�D ARG��� �
�, MASTER LEG ND
� HUTTNER REMODEL
2) IXiSrt+C SuDU+G DOORS 5128 OROUSE LANE
� RE-USE IXISfINC HAFtDWME VAIL, COLORADO
� ° Lazzara
� ARCHITECTURAL
� Design
`� 8621 EAST YALE UNIT B
DENVER, COLRADO 80231
� 303-337- 1724
�
IMPROVEMENT LOCATInN CF..F. TTF7CATE
I hereby ceitify that this Improvement Location Ceztificate vas pzepared
for LAND TITLE GUARANTEE COMPANY , that it is not a land
survey plat or improvement survey plat , and that it is not to be relied
upon for the establishment of fence , building or other future impiovement
lines .
I further ceZtify that the improvements on the above described parcel on
this date , 10 / 8 /91 , except utility connections , are entirely � MANH� � E
vithin the boundaries of the parcel , except as shovn , that tfiere are no LOT 4 LOT �J
encroachments upon the described premises by improvements on any ad7oining
premises , except as indicated , and that there is ❑ o apparent evidence oz r�.io ciN a cnN I N89°�4� 35��E , 22 .���
sign of any easement crossing or buzdening any part of said paYCe1 , except � s No iesz � � �o Puv a cAF
as noted . � � s rvo za3ie
� DRIVEWAY EASEMENT � . "'_
Da t e • /D - 3 "� �' 7/ �� ��`(�.t7'�-- 1 BOOK 398 , PAGE 637 ! \ , r '� - -+ n
�O " °
Stan Hogfe t . � �,� � �'
Colorado P . L . S . 2b59fi �j � � , 3773 V� � — H � H wArER iNE
��. _ � _ _ — Ir OF ,OrzE rREEK
� 1 I�
I �
�
ELEVATIONS UPDATED IVB / 91 � o
O
� EDGE OF DIRT �
DRNE V� , �Tl .
�. +: �� 6�
` � ' �� =' LOT 8
LOT 7 � 1
\
��
�
�
S85° 3942 W , 3275 I
1 �
PARCEL B ;
Q2i37 ACRE � '
; I i VAIL MEADOWS
,� FILING No. 2
�o � 3 s
PND PW B CAP (�� , �, � ��
� S No 2i83 � opt DECK 6 STAiRS � v� O �
\�� � �� `� � iU � x 78 6 �° ^�
\ \ . /" . .y � } ,�. � 3 . x 82 4 ��v � �
�� � ' " ^ 42 3 ''.' �82 9' i
� = 57°04' 30� � \ �� �
\.� 86 7 / 6844z 9 O
� � � N
R = 45. 00� � , �azz' 2 „ �, aa. s �D zez s � 74°24 � '� �ee , � '
L = 44.83� r�^neEP --- �� ' � e4.9 tiz , � 000 sis° 3s 'oo"E , 2 so �
� WALLS �� - C �{ �� _ 82 3� 3
T = 24.47 �� � � o " 'oo ' 024�0 � �a�`� __ a�� �� o�H� PARCEL A
CH = N17°42�06� �W , 43 00� 5T4 49 a sa i o � �ae AcRE
y5-�4 �, -� � ��. � � S74°24'00 �E , 8 4C�
GROUSE LANE ( 50� ) � Q\ � N15 °3aoc� 'w , 2 sc '
�o �'DECK
�00 � a9 APPROXIMAIE
�. � � �4 8 O � - � OV�HG 20 0 ROADWAY � —�� .
�� � � A _ � � o �' � EASEMENT ON WEST
GABIAN RETAINING WALL �/ CONCRETE DRNE W�K � �g3 x�"55 SIDE GF HIGHWATER I �, � ' W
�q - °�1 /900 L � NE OP CREEK �� �� / (Jl
�'�� TiMBER SET BM 4T E1.95UM€D /'� p
� � � N79 ��9� �,� F�ev oF 90�0 � r � ` easE�MEti Rnwace —' � �
51 �, ? i i
CURVE DATA _ � / FND WITNESS CORNER �- - . � �� �, ;i
� 5 No 26598 N^`E ?HE SrRUCTURE ON PARCELS 4 d B UE iN ZONE C OF THE
o I 59 �� � -�-! 'vAT10NAL FL'JOD INSURANCE PRUGRAM FLOODWAV MAP DATED
G = 23 26 28
SEPTEMBER i7 , 1980
� L = 85410 LQT 9 FN� aIT5933 CORNER '3 ? Ej , STRFET ADDRESS IS 5128 GROUSE LANE
T = 9 34 MANHCLE I
Cr1 = NGG ° 53� 05 � � W , 18 28 �
4 = 33 ° 38 02 � I
R = 4 5 00�
� L = 26 42 �
T = 1360�
CN - N29 ° 25 � 20 � W , 26 04 � i
I
� �I
�
�� � �, ,,J .� � � 1`�`��
.�
t�t� � '
�� [l��l��;-C�
I IMPROVEMENT LOCATION CERTIFICATE
scA�E i" zo' PAR� EL� A � B
�ATE OF SURVEY 10/8 /91
_ — _= -- __ -- - _ —_ - -= FINAL PLAT, A RESUBDIVISION OF LOT 8 , BLOCK I
4I 19ti Hiqhway 6 3 .'4 1 :� i'�� • '✓dil NOTICE : p ry� I
�'ers,t �)I(ir.+� �iox '� ? .;1 ' According to Colorado law you must co�ence any legal action based upon any defect GORE CREEK SUU� �U � S � VIV
;.. ;�.r, � ,J� ; ,`� p ; ,,,�, in this survey �+ithin three years after yov f � rst discover sucn de ,` ect . In no event ,
���.j y� � � i, �h may any action based upon any defect in this survey be commenced moze than ten years TQWN OF VAIL , EAGLE C�UN I � , COLORADO 761
f t. om the date of the certification shown heze�on . A PqTRICK A KEY OCTOBER 24 59i
�'p OCT 2 8199t , . .
.
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CANT. WSx15 CONT. ANT. 9 ' � � •��
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CONT. 2x10 LEDGER, ATTAC � � � ' S%CNAI E�
TO (E) RIM w/ 2 ROWS QA TYP.
3 5/8" LEDGERLOK SCREWS T PERED 2x10's � 24 O. C. �
� 8" O. C. (VERIFY (E) RIM)
� �� ' REMOVE (E) ROOF BELOW EXTERIOR HEADERS ARE:
� -_ I- - - - T - �__ �- -__• • r _ _ - AND FILL IN (E) DOOR (3)- 2x10's W/ (1 )- 2x6
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� I I i`L I I 6 I � Q� {1 KING STUD EA. SIDE, TYP. � w
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SLOPING 2x4's � 24" O. C. AT L — � - - � - -I - - � - - � - -I - - � � L � - -I_ J �—� — t — r—� - - - - � - - � — � � tJ �� _ _� �
METER ENCLOSURE
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' ' ' ROOF FRAMING PLAN SCALE : 1 4 " = 1 � - 0 °• �
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(�' SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 � �
�� �I 2. NEW ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP. 1 , SPAN RAl1NG 40/20. �
CONT. 2x10 LEDGER ATTACH � �
TO ( E) RIM w/3 5/8 � � I 3. " Q " INDICATES CONNECTION TYPE - REF. St FOR SCHEDULE. �
, LEDGERLOK SCREWS � 16" �� � I U�
O. C. (VERIFY (E) RIM ) �' \� � 4. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS ( DROPPED). /`1 \ � O
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\\ \ VERIFY (E) BM . � O �-/
� 6. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - ), (N ) REFERS TO NEW ( ).
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PLYWD. OR OSB PLYWD. OR OSB SHEATHING BOTH
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g SIDES 5/8" SHEATHING SIDES � 24° O. C.
a drawn by M TN
° VERIFY (E) RIM OR (N ) RIGID TAPERED 2x4 BLKG. BTWN. CII2CIC2d bY
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0 5/8" SHEATHING � 24" O. C. ( , ISSUed
(N ) LEDGER WATERPROOF
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WATERPROOF
O ARCHRANE PER 2z1010d NAILS AT EA. - _ gqCIK NGETO IAT ACH
CONT. 2x4 LEDGER, ATTACH TO
J � O I � (N) LEDGER �2�- 2X� 2 SCREWS �11 fi O O. C. 5/8" LEDGERLOK
a CONT. 2x10 LEDGER, ATTACH T � I
ai � CONT. 2x10 LEDGER, ATTACH TO �
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o I� i SCREWS � 8" O. C.
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2003 IBC FASTENING SCHEDULE ( TABLE 2304. 9 . 1 )
CONNECTION FASTENING °� '" LOCATION �_. • �; R��"dj�� h �� g�'
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1. Joist to sill or girder 3 - 8d common toenoil �.,�r�
3 - 3' x o., 3, - �o�� ABBREVIATI ON UST � - - 231 � ;�,?;'�
3 - 3' 14 gaga staple �
2. Bridging to joist 2 - 8d common toenoil eoch end � , ,.'�,
D�$IC�N CRITERIA• McGI n Remodel Job 508- 20 GENERAL REQUIREMENTS: 2 - 3' x 0.131 " nail � 1 . ,;`(, � q` E��` , ; >
YT� � 2 - 3' 14 goge stap�e A. 6. ANCHOR BOLT �, -
Roof Live Load (Snow) - - - --- - -- - - - - - - --- - - - - - - - - - --- - 100 psf a. Structural erection and bracinq: The structural drawings illustrate the completed structure with 3. t " x 6' subFloor or iess to eacn joist 2 - 8d common taca nati A. F. F. ABOVE FINISHED FLOOR
Roof Dead Load - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - 20 psf all elements in their finol positions, properly supported and braced. The contractor, in the proper 4. wder tnan � " x 6� subfloor to eacn joist 3 - 8d c«nmon tace naii A. F. G. ABOVE FINISHED GRADE
Deck Live Load - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - -- - - - - 100 psf sequence, shall provide shoring and bracing as may be required during construction to achieve the 5. 2" aubfloor to joist or girder 2 - 16d common blind and foce naii ADJ. ADJUSTABLE
Deck Dead Load - - - - - - - - - - -- - - -- -- ---- - - - - -- - - -- -- - 10 psf final completed structure. Contact structural engineer for consultation (not in contract) as 6. Sae piote to joist or biocking 7sd at t5' o.c. typicai race naii ANCH . ANCHOR
Wind ( 3 Second Gust) - - - - - - - - - - - - -- ------ - - - - - -- ----- 90 mph (Exp. B) required_ 3' , o.t3i ' naii at 8" o.c. APPROX. APPROXIMATELY
Seismic Design Category - - - - - - - ----- ----- - - ----- - -- -- - - EXEMPT b. Existing structures� Contractor shall be responsible for verifying dime�sions, elevations, framing, 3" ta gage stapie at 72" o.c. ARCH . ARCHITECT
IBC/IRC Edition - - - - - - - - - -- - - - - -- - - - - - - - - ---- - - - - - - - 2003 foundati�on and anything else thot may affect the work shown on the drawings. Underpinning,
BD. BOARD c
shorin and bracin of existin structures shall be the res onsibilit of the contractor. sde piate to joist or biocking at braced p BLDG. BUILDING a' a
g g g p y 3 - 16d per 16� braced wall anels _ N
wall panel N
c. Dimensions: Check all dimensions against architectural drawings prior to construction . Do not (a)-3" x 0.131 � nail Pe� i6" BLKG. BLOCKING o
STRUCTURAL WOOD FRAMING: y ¢
scale dr�awings. (4)-3" 14 gage staple per 16' BM . BEAM -p � � 0 �
d. Construction practices: General controctor is responsible for meons, methods, techniques, �. r iote to stud 2 - 7sd common end nail U a o 0° °°
a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch °P P BOT. BOTTOM Z F- N � rn rn
sequenc�es ond procedures for construction of this project. Notify structural enqineer of omissions 3 - 3' x o.� 3� " nai� - � � � I I
#2 and better, and oll solid timber beams and posts 3" nominal and wider shall be Douglas B. O. W. BOTTOM OF WALL � o a „� „�
or confliicts between the working drawings ond existing conditions. Coordinate requirements for 3 - 3' 14 gage stopie zo ^ ^
Fir-Larch /j2. BRG. BEARING o �n � �
mechani�cal/electrical/plumbing penetrations through structural elements with structural engineer. 8. Stud to sae piote a - 8a canmon tcenaii �1 � � �
b. Studs shall be Stud grode and better pouglas Fir- Larch or Hem Fir. CANT. CANTILEVER �- W �,..�
c. Built-up posts shall consist of Douglas Fir- �arch or Hem Fir /j2 or better 2x4 or 2x6 studs per �absite ;safety is the sole responsibility of the contractor. All methods used for construction shall a - 3' x o.t3t " noii C.J. CONTROL JOINT Z �' °p � J � x
plan and shall be nailed together with 2 rows of 16d nails � 6" on center along each stud. be in accordance with the lotest editions of the IBC/IRC. 3 - 3" ta gage stapie � M - � o ¢
CMU CONCRETE MASONRY UNIT Q '� � � - n i._
d. Built- up beams consisting of multiple 2x members shall be nailed together with two rows of 16d e. Details not specifically shown on the drawings shall be constructed in a manner similor to the � � co cn � ..�..�
nails spaced at 12" on center, or with two rows of 1 /2" diameter thru-bolts spaced at 24" on details t:hat are shown for like conditions. These items sholl be brought to the attention of the 2 - tsd common end naii CEM . CEMENT J �
center. structurml engineer as soon as possible for approval. Approval shall be obtained prior to 3 - 3' x 0.131 " naii CLG. CEILING � �
installati�on . 3 - 3" ta qage stapie � CENTERLINE � 'p�
e. Top and bottom plates shall be Douglas Fir-�arch or Hem Fir (/2 and better. Plates placed Z
directly on concrete walls or slabs sholl be pressure- treated Hem Fir #2. f. It is the� responsibility of the co�tractor to contact the structurol engineer at the appropriate 9. Da,b1e Studs � 6d at 24' o.c. face noii CLR . CLEARANCE � � ^
time to perform site observations visits. Observation visits to the jobsite by the engineer are for 3" x o. � 3t ' naii at 8" o.c. COL. COLUMN N eo rn �
f. Within floor joist spoces beneath solid or built- up columns noted on plans, blocking of area determiniation of general conformance with the construction documents and shall not be construed 3' t4 gage staple at e' o.c. CONC. CONCRETE � � � rn `�
equivalent to column above sholl be provided. Door or window trimmers consisting of a single t icai foce nail �
as inspe<ction . to. Double top plates � sd at is" o.a m CONN. CONNECTION L � � I I
stud do not require special blocking in the joist space. � �
g. Though every effort is made to provide a complete and dear set of construction documents, 3' x o.t3� " nait at t2' o.c. CONT. CONTINUOUS 3 x � v
h. Except os noted otherwise, minimum noiling shall be provided os specified in the "Nailing discrepancies or omissions moy occur. Release of these drawings anticipates cooperotion and 3" ta gage stap�e at t2" o.c. �' m o O/ °'
Schedule" on the drawin s 2003 IBC Table 2304.9. 1 CONST. CONSIRUCTION /Y u
9 � )• continu �d communication between the controctor, architect and engineer to provide the best C. P. CRIPPLE POST �� � � o x
i. Bolts used for wood framing connections shall be installed with standard washers and nuts. possible: structure. These drawings have been prepared for the use of a qualified contractor pouble to iates a - tsd common iap spiice ` o - � a
Unless noted otherwise, steel connectors such os those manufactured b the Sim son Com an P P C. W. CRIPP�E WALL Y �' a a, �
1• Y P P Y experiernced in the construction techniques and systems depicted. i2 - 3" x 0.131 ' noil DBL. DOUBLE � a > `"�
shall be used to join rafters, joists or beoms to other beams at flush - framed conditions. Use �2 - 3' ta qage stopie typicai face noii
all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU DET. DETAIL
11 . Blxking between joist or rafters 3 - 8d common toenail
hangers of a size specifically designed for the member supported, as shown in the to top plate 3 - 3' x 0.� 31 " nail DIAG. DIAGONAL
manufacturer's published tables. Contact structural engineer for details as required. 3 - 3' t4 gage staple DWG. DRAWING
k. Wood nailer plates installed on steel beams for top- flange han9ers shall be ripped to match the t2. Rim joiat to top piate 8e at 6' (t52mm) o.c. toenail DWL. DOWEL
width of the woll or beam flange. Nailer plates supporting top Flange hangers from one side 3" x o.737 ' naii at 6" o.c. EA. EACH
only shall be installed flush with the face of wall or beam flange at the hanger locations. 3' tt goge stapie at s" o.c. E. J. EXPANSION JOINT
I . Laminated veneer lumber (LVL) sholl have the following minimum properties: i3. 7op ptates, laps ond intersactions 2 - tsd common race naii ELEV. ELEVATION
1 . Flexural stress - - - - - - - - ---- - - -- - - - - - -- - - - ---- - - - - -- - 2600 psi 3 - 3' x o.t3i " na�i ENG. ENGINEER
2. Modulus of elasticity - - - - - - - - - -- --- - - - - - - - - ---- -- - - - - - 1 ,900,000 psi
3. Tension parallel to grain - - - -- ---- ---- - - - - - - - - - --- - - - - - 1850 psi 3 - 3' 14 qoge stapie EQUIP. EQUIPMENT
4. Compression parallel to grain - - - - - - - - - - - - - - - - - - - -- - -- --- 2310 psi 14. Continuous header, two pieces 16d common 16' o.c. along edqe EQUIV. EQUIVALENT
5. Compression perpendicular to grain (parallel to glue line) --- - - - - - - 750 psi t5. ceiling joists to plate 3 - 8d c«nmon toenuii EXSTG. EXISTING
5 - 3' x 0.131 " noil ( E� EXISTING
6. Horizontal shear - - - - - - - -- - ---- - - - - ---- -- -- -- - 285 psi ALL LUMBER CONNECTORS IN OIRECT 5 - 3' ta gage stapie EXP. EXPANSION
7. Connection of multiple-member beams: CONTACT WiTFI PRESSURE- TREATED t6. Continuous neader to stud 4 - Bd c«nmon toe�oii EXT. EXTERIOR
A. Top- loaded beams LUMBER SHALL HAVE A SIMPSON ZMAX 3 - 16d common minimum, Ta61e 2308.t0. a.1 tace nai� F.D. FLOOR DRAIN
i) For members 12" deep or less, nait each member to the next with 2 rows of 16d FINISH OR EQUIVALENT 17. Ceiling joists, laps over portions 4 _ 3- , o.i3i " noii FDTN. FOUNDATION �
nails at 12�� o. c. (See Section 2308.10.4.1 , Tablt 2308.10.4.1 )
ii) For members greater than 12" deep, noil each member to the next with 3 rows of CONNECTION SCHEDULE 4 - 3' 14 gage StaPia FLR . FLOOR /� �
16d nOiIS dt 12" o. c. 18. Ceiling joists to parallel rafters 3 - i6d common minimum, Table 2308.10. 4.1 face noil FRMG. FRAMING � V/
B. Side-loaded beams QA SIMPSON LUS28 a - 3' x o.t3i " �aii �
(see secc�o� 2308.10.4.7 , Table 2sos.io.a.i ) FTG. FOOTING �
4 - 3' 14 gage staple GA. GAUGE
i) For two or three member beams, nail each member to the next with 3 rows of 16d 08 SIMPSON EPC66- 16 3 - ad common toe�a�i �
19. Rafter to piaie GALV. GALVANIZED
nails at 12� O.c. 3 - 3' x o.� 3i " na�i �
QC SIMPSON HUSC210- 2 (See Section 23os,7o.7 , iabte 2308.70. �) GEN . GENERAL �
ii) For four member beams, bolt through with 2 rows of t /2" diameter bolts at 12" o.c. 3 - 3' ta goge stapie
iii) For members consisting of more than four members, contact structural engineer. QD SIMPSON BC46 2 - Sd common face noii G.L. GLUE- LAM
20. 1 " diagonal orace to each stud and p�ate GYP. GYPSUM GYPCRETE �
m . All lumber used in construction shall have a maximum moisture content of 19%. 2 - 3' x o.i3� " naii
n . Framing Notes QE SIMPSON HUC612 2 - 3' ta gage stapie HDR. HEADER �
1 . Exterior walls: OF SIMPSON PC66 21 . 1" x 8' sheathing to eoch bearing wall 2 - ed common face nail HORIZ. HORIZONTAL �
A. All exterior walls are 2x6 studs � 16" o. c. to a maximum height of 12'-6", 2x6 studs � 22. wider than t " x e' sheotning to 3 - sd common face nail HSS HOLLOW STEEL SECTION
12" o. c. to a maximum heiqht of 14'-6", and (2)- 2x6 studs � 16" to a maximum QG SIMPSON A35 eoch bearing wau HT. HEIGHT � � O
height of 17'- 4" unless otherwise noted. Walls taller than 17' - 4" shall be framed with Q SIMPSON HS 23. eu�it-up comer studa tsd common zq• a.�, INT. INTERIOR O r �
manufactured pprallam studs, contact engineer for spacing requirements, if not indicated 3" x o.� 31 ' naii � g- o.c. INV. INVERTED � � `./
on plon. Cap with o double top plate installed to provide overlapping ot corners and at 3" ia gage stapie is' o.c. K KING STUD
intersections with other partitions. If overlap is not possible, strap top plates with metal 2a. Buiit-up girder and beams 20d common at 32" o.c. foce noii at top and JST. JOIST ^
strap ties (Simpson ST292 or equivalent). 3' x o.i31 " nai� at 24" o.c. bott«n staggered an LAM . LAMINATED �
B. Floor or roof framing members must be aligned to bear within 5 inches of the studs 3' ta gage atapie at 24" o.c. opposite sides LLV LONG LEG VERTICAL
beneath. � • �
LONGIT. LONGITUDINAL O �.(
C. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1 , at 2 - 2od common foce nail at ends and at LTWT. LIGHTWEIGHT �V
exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails 3 - 3� x 0.131" nail eacn spiice LVL LAMINATED VENEER LUMBER � �
s aced at 6" alon anel ed es and at 12" alon intermediate su O��s. 3 - 3" 14 gage stopie �
P 9 P 9 9 PP 25. 2" lanks 16d common at each bearinq LSL LAMINATED STRAND RIM MATERIAL �
D. Provide (3)- 2x10 headers over all door and window openings, with one 2x6 trimmer ond P MAX. MAXIMUM , ^
one 2x6 king stud eoch end, unless otherwise indicoted. 26. Cdlar tie to raftx 3 - �Od common tace nail MECH . MECHANICAL � u ,�
E. At beam beoring locations in stud walls, provide multiple-stud posts equal to width of a - 3' x o.� 3i" naii MAT'L MATERIAL
bearing member unless noted otherwise. a - 3" � 4 qaqe staple tace naii
2. Roof Construction : 27. ,Iack rafter to hip 3 - 10d common toenail MANUF. MANUFACTURER P""a
A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1 . Install sheathing 4 - 3' x o.t31" naii MIN . MINIMUM � �
with long dimension perpendicular to rafters or trusses and end joints staggered. Nail a - 3' ta goge stapie (N ) NEW ^ �
with 8d nails spaced at 6" along panel edges and ot 12" olong intermediate supports. NOM . NOMINAL �• ��
8. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. See 2 - 16d common foce nail O. C. ON CENTER � ��
nailing schedule. 3 - 3" x o.t31 " nail OPNG. OPENING , ^
C. Provide solid blocking between roof rafters, trusses and lookouts ot all bearing locations. 3 - 3" �4 gage stapie OSB ORIENTED STRAND BOARD � u J
Blocking material shall match rafter, truss chord, or lookout material. 28. Root rafter to 2-by ridge beam 2 - 16d common toenail f'� PLATE
3 - 3' x O.t37 " nai� PLYWD. PLYWOOD
STRUCTURAL GLUED LAMINATED TIMBER: 3 - 3' 14 gage staple PKT. POCKET
R. O. ROUGH OPENING
2 - i6d common face noil
a. Moterials, manufacturer and quality control sholl be in conformance with AITC Product Standard RAD . RADIUS
PS 66-82, "Structural Glued Laminated Timber". 3 - 3' x 0.131 " nail REF. REFERENCE
b. Laminated members shall be fabricated using Douglas Fir with the following combination symbols: 3 - 3' ta gaqe stapie
24F- V4 Simple- span beams fO REQ'D REQU REDE/REINFORCEMENT
29. Joist to bond �st 3 - t6d common foce nail
24F- VS Continuous or cantilever beams 5 - 3' x o.t3t " naii RET. RETAINING
3 Columns 5 - 3' 14 goge staple
c. All members shall be Architectural Appearance Grade, unless indicated otherwise by the architect. 30. Ledger strip 3 - isd common face nail REV. REVISION
d. Protect members from damage or exposure to moisture prior to and during construction. a - 3' x O. t3t ' naii R. S. ROUGH SAWN
e. Adhesive shall meet the requirements for wet conditions of service. a - 3' � a gage stapie SCHED. SCHEDULE
f. Do not comber laminated members unless indicated on the drawings. 3i . wood structuroi pands and porticieboard:° � /2" ond iess ed°•' (Par KRM)° SECT. SECTION
Subfloor, roof and wall sheathing 2 3/8� x 0.131 ' nail " SHT. SHEET
(to framing): 1 3f4 x 16 gage° SIM . SIMILAR
STRUCTURAL STEEL: 79 32' to 3/4" 8d" (per KRM)a
/ S. I . P. STRUCTURAL INSULATED PANEL
a. Structural steel shall be detailed, fabricated and erected in accordance with the most current 2 3/e' x o. �3� ' naiiP SPEC. SPECIFICATION designed by KRM
� 2" 16 guge
editions of AISC Specifications and Code of Standard Practice. 7/8" to 1 ' 8d` SQ. SQUARE MTN
drawn b
� b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles STD. STANDARD Y
shall be ASTM A36. Tube shopes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade t t /8' to t t /4" � Od° or Sd• STL. STEEL
Single Floor (combination subfloor- 3/4" ond less 8d' (per KRM)a checked by
N 8 or ASTM A501 . under�ayment to traming): 7/8' to �" ed• STRUCT. STRUCTURAL
N c. Tube shapes are actual size as specified on plan. Pipe sizes indicated on plan are nominal t t/8' to 7 7 /a' � oa° or 8a• T TRIMMER issued
$ (approximate inside diameter) and refer to AISC pipe schedule dimensions. T&B TOP & BOTTOM
�" d. All bolts used in steel framin shall conform to ASTM S ecification A325. Anchor bolts and bolts 32. Pand s�ding (to fromn,g) t /2" or iess sd'
rn 9 P 5/8� Bd� T&G TONGUE & GROOVE
used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted PERMIT 09 /19 /05
T. O.C. TOP OF CONCRETE
� OthefwiSe. 33. Fiberboard sheathing:o 1 /2" No. 11 gage roofing nail^ T.O. F. TOP OF FOOTING
.�°' e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with sd common nall i
No. 76 ga9e staple T. O. L. TOP OF LEDGE
U the following minimum embedments: 25/32" No. 1t gage roofing naii" T. O. M. TOP OF MASONRY
W 1 �2" diameter - - - - 2 1 /2" 8d common nail T.O. TOP OF
� 5/8" diameter - - - - 3" No. t6 gage stopie'
3/4" diameter - - - - 4" T.O. W. TOP Of WA�L
� 34. Interiw panding 1 /4" 4d � THRU THROUGH
o f. Epoxy anchors called for on the drawings shall be "Epcon" or °Rawl" or "Simpson" or approved 3/a' sd "
o equivalent anchor systems. Minimum embedments, if not specifically indicated on the drowinqs, TRANSV. TRANSVERSE
No7ES 7o TnB�E 23o4.9.t TS TUBE STEEL COLUMN
u� shall be accordinq to the manufacturer's specifications. TYP. TYPICAL
° g. All welding shall be done by an AWS qualified welder. For s�: t ��cn = 2s.amm. 2 3/e' x 0.> > 3' �o�is and 3" x o.i3t ' naiis are standard ad anA 10d Gun r,a�is. U . N . O. UNLESS NOTED OTHERWISE
o,
� a. Common or box nails are permitted to be used except where otherwise stated.
'� b. Noils spoced at 6 inches on center at edges, 12 inches at intermediate supporls except 6 inchas at supports where VERT. VERTICAL
� spans are 48 inches or more. For nailing of wood struclural panel and particleboard dlaphragms and shear wous, V.I . F. VERIFY IN FIELD
refer to Section 2305. Nails tor wall sheathing are permitted to be cammon, box or casing. W.F. WIDE FLANGE
� c. Common or deformed s�ank.
o d. Common W, W, F, WE DEDRWIRE FABRIC sheet
e. Deformed shank.
� t. Corrosion-resistant sidinq or casinq nail. N�. W���
� g. Fasteners spaced 3 inches on cmter at exterior edges and 6 inches on center at intermediote supports.
h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1 /2 inch length for 1 /2-inch shealhing and W WITH
T 1 3/4 inch length for 25/32-inch shealhing. W�0 WITHOUT ///---���III
� i. Corrosion-resistant staples with nominol 7/16-inch crown and 1 1 /8 inch length for 1 /2-inch sheathing and 1 1 /2 inch � �
� length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches If strength axis is the long direction of
� the panel. unless otherwisa morked).
p } Cusing or tinish nails spoced 6 inches on panel edges, 12 inches at intermediate supports.
N k. PanN wpports as 24 inches. Casing or finish nails spaced 6 inches on ponel edges, 12 inches at intertnediate supports.
� I. For root sheathing applicalions, Bd nails ore the minimum required tor wood structural panels
v�i m. Staplas shall have a minimum crown width ot 7/i6 inch.
� n. For roof sheathing applications, fasteners spaced ot 4 inches on ceMer at edges, 8 inches at intermediate suppats.
� o. Fosteners spacad 4 inches on center at edges. 8 inchas at intermediate supports for subfloor and wall sheathing and 3
� inches on center at edges, 6 inches at intermediate supports fa roof sheathing.
Y p
� p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. J � LJ #0508 - 20
� q. Items noted os �per KRM' have been changed from the IBC schedule to a more restrictive requirement.
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