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BETH LE�/IN� ARGHITEGT, ING . PIN05 del NORTE � I `� I � ` � � � NEDBO GONSTRUGTION f�/� � � ,�
P.O . BOX 1825 APAFZTMENT G, ING. PO BOX 3419 v � � p
AVON, GO 81620 600 VAIL VALLEY DRNE KRM GONSULTf�NTS, ING . YAIL, GO 81658 �/ Q' U
,'ql0) G26 -4GG3 FAX (G�O) G26 -ZGG3 VAIL, GOLORADO PO BOX 4512 !9�0) 845- 1001 FAX (Gl0) 845-9G�R � � � a
GONTAGT: BETH LEVINE �/AIL, GO 81658 GONTAGT : PATRIGK PINNELL O Q,'
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GONTAGT: KIM MGGEE
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�G � 1�l� R� L 1�lOT� s �GRF � G � LGUL � TIONS DR� W11�1G INI� � X �G017 � I1�l � ORM � TION cF'�s�p �������
,) ALL NEW GONSTRUGTION SHALL MATGH - O � /�,RGHITEGTURAL � ONSTRUCTION TYPE � III - A
EXISTIN6 MATERIALS AND QUALITY OF SEGOND LEVEL GENERAL GOMMON q0 � � I GOVER SHEET 7CCUPANCY + R - 2
:ONSTRUGTION EXGEPT WHERE NOTED . �� v^T�
� �' :2 GOD� INFO SEE SHEET C2 i2 . 2a . ob
2 ,) THE GONTRAGTOR SHALL FIELD VERIFY ALL - O �U o2 . 26 . 0�
DIMENSIONS WITH THE EXISTIN6 AI FIRST AND SEGOND PLAN
:ONSTRUGTION AND GOORDINATE WITH THE TOTAL q0 G� �2 ELEVATION AND WINDOW SGHED o3 . 20 . 0�
ARGHITEGT. ADDITIONAL 6RFA �����,j APPROVE � - 03 . 30 . 0�
SI STRUGTURAL SP�GI � IGATIONS / DETAILS ' ' °� CommunityDeveiopmentDepartmeni °`F °�' o�
3 _) ALL NEW GONSTRUGTION SHALL FOLLOW ���JC; / 6uilding Safety and Inspection ServiceS PERMI7 FoR O5 . 10 . 0�
cor+srw�cn
GURT2ENT BUILDIN6 GODES 52 DEGK FRAMING s �t�o;: � �.y
��._. .:, r,ational Building CodeAntemational Residential PB2MIT 08 . Ol . Ol
4 ) DO NOT SGALE DRAWINGS � � ELEGTRIGAL DESI6N INTENT CodeValidi:� dperm;t Theissuanceorgrantingofapero:! sh311 RE�1BMIriAL
I not be construed to bo a pertnit for, er an approval of, any v',cl;!ion of
any of th= provisions of this code or of any other ordin�rce cf tho
-rj,) NEW WALL GONSTRUGTION TO HAVE f��i �udsdiction. Permits presuming to give authony to violate u ccnc�l Ne
NSULATI ON PER RES GHEGK Z� provisions of this code oi other orclinances ct tha j,:risd;c:i�� c�c" nat be
vaiid. The issuance of a p.rtnit based on ccrs::c�i�� �cc_ c _ �. s z.nd
otherdata ahall not prevent th� huildin� c:::ci_! f:c-� rGui;�,-� ;�.:.
(� ,) NEW DEGK GONSTRUGTION TO HAVE R�F eorrecticn ct errors i� tho cc-;'-: : : -. .' _ _ . .-.=c'� c r.� ctlr_r da;a. rhe
I NSULATI ON PER RES GHEGK buiiding c"icial i� c!�o ;c'.'��: - - ' . : ;- - _ - : _ ���,-r.cy cr use ot a
�� shuc;�r� v:f��r i� � ic:atic� cf [�1:, cc�� cr cf �r.y other erdinances of
this jurisdiction. , ,.
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PLANS EXAMINER: � DATE: � � � � ;� +�� � � + r,� � �
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NOTE: ALL NEW BEAMS d GOLUMNS ARE V
WITHIN THE A55EMBLIES NOTED BELOW �
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l�� layarW �YD� X ��d �PP�a� rlpdtrl�sSbwchMtllafYxBwooA rpp�b�echald� d2x4waodlhds24' o.�wMhOdaodetlnMe. t�h' IonY. 0.0Bib' F� CV O � �
eaas a�• ac. �n rM �1ms s a w ayw.e sa.r�. �• ac. wo. rysr w q�v x #e TYPIGAL EXTERIOR y,.,,k, ,ir nesa�, r ac. #� TYPIGAL INTERIOR BU ILD ING GODE : I NTERNATIONAL BUILDING GODE 2003 �4 00 (�
�"'" W1'�oaf0 "�sde� '� "'a'° b "�"�0"'°' � �s8 '� '°a"` 2—HOUR BEARING ;�. s�r.eYS• onoppoe�eesms�. � i —HOUR WALL GODE IhIFORMATION: BUILDIIV6 TYPE: III —A V `� � �
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6 � � ��' � +� I�• •� �"�•�+• 1�• •� �+Ir' �1'w p �r�+ DEGK FRAMING GENERAL NOTES: (�
aa.M+ �s' o.o. v�ae p' Wdc an wrr w� a► «a lo�. ,la� a�t 2s' �am bw ' �t�e� �' °"' uy"`K t�r�'°X �"'""re°rd "'�°r+�wM y�'q'"" �du'p : . . - . • - : • . •.. . I PROV I DE SMOKE DETEGTORS TFfROUGFf OUT THE UN I T PER I BG �107.2 . 1 O.1
�►1��d 1�N4P�9 �h' qY�d��o� �pPMa � �r�M -__ eomd, or pype�m vrisar ewe applsd pr�lw arr rpn r�pw»apw xAYi eu coemed
b p� ,,,p, � „ry, � ,� � � � a„� �,�,,. � rws, >>,ir �, o.os�s• .nrr�, +ir ns.a, r aa p�as�rxay 2 ASBESTOS TEST POR NORTHOODS I S ON F I LE AT THE TOWN OP VAI L
�wweno. pewoeostsr�q, r�e�uerp �nrNa • rn�w�: w�s #2 TYPIGAL EXTERIOR PROM PREVIOUS PROJEGTS.
w�.ta�° spr �Pf01' � 7Q°� I -HOUR WALL 3 WOOD SIDING TO BE PiRE-TREATED PER IBG. 1405.4; ON TFIE FOURTH
FIr� 7Mt FM FC 172. Y-ffi7x Flro TMt Sa�YVP 9610
� � M- as�o�-+�, -+e. aii�es. PLOOR AND ABOYE.
� ������ 4 ALL NEW REGE55ED GAN LIGHT SHALL BE TENTED WITH 5/8" DRYWALL
u� ow� us�� FOR i HOUR GONSTRUGTION. IBG "i12 .4.2
5 ANY FAWDUGT WORK LOG�4TED IN THE I -HOUR WALL SHALL HAVE A
I -HOUR RATED DAMPER. IBG 'TIb
6 UNIT EXIT DOORS WHIGH EXIT INTO EXIT GORRIDOR ARE THE EXISTING
20 MINUTE DOORS. IBG 1016
'I ALL EXTERIOR WALL GONSTRUGTION SHALL BE NON-GOMBUSTIBLE.
ISG.602 .3
8 ONE-FiOUR ASSEMBLIES TO BE MAINTAINED PER "GA-600-2003 FIRE
RESISTANGE DESIGN MANUAL"
DETAILS LISTED TO THE LEFT
�3 TYPIGAL STEEL q BUILDIN6 AREA FOR TYPE: I I I -A GONSTRUGTION
� BEAM - ONE HOUR R-2 OGGUPANGY w
� � �� ALLOWABLE BUILDIN6 AREA - PER TABLE 503 �
X2 = 24p00/PLOOR
�he""agidef =48A00/FLOOR (#506 .3 AUTO SPRINKLER INGREASE) �
T'""�'°"°�`/��'�^"'°�T�°x�"" X3 = 144p00/BUILDIN6 (�506.4 AREA RETERMINATION)
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dpaA.wq on.nw s�' aa ww, r �yp.8 �ywa sae.w �p o.o. ln a.�a. c�lypwnn �a TYPI GAL STEEL \ Q �
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bd�beN q.oM a arnr� �' lu�w�n +a.we E' na A�rY�y ai.ner wre red a .10I ST GONGRETE � }+ �
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4. OpYDrwl nu�inum 31l1 iiGh O�fdt y� fiber insulaUon a �
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' = a�u�e a"""N" a"'�' �°"°°�' �.a � °C - 80 #s TYPI GAL I -JOI ST
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�ndrs oa a4porug bou� ts�r c.�onao nc = +s FLOOR/ GE I L I NG
a oyv�•n oora �o�rr b wx�yoau� src = sa I -HOUR n ,
aa,�sw .ouia rarny.• conaels Paw a �IC = sa
Te�kett Aaoustllbr IIC = 54 1 ^
Pumshong lhos!/1m�ong IIC = 50 (1) .
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lodc N�eat �bal pYMS a No. ?21u�i p�d e1ee1 odum aow� mrls6q d `
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155UE DATE
Ftis 'Iiek ULNC6U6-t1�1. 7tNK269e: 12 . 29 . 06
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IT IS THE 1�5�OCIATi�1'$ GOiAL IS TO UN�Fy TFI! iVPE ANO SIZE �WINDOWS hTp EJfTEWOR
OOORS IN THE NOR7FIVVOO�S OOMPIex. 1Dt OR�Ht TO AOCOMPIISH 7H45 OOV1l, UNIFORhI i I
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R 0 UP Tp THE CONTRAGTOR T'O ASBURE CGNFORAAANCE YVffH Tf�lESE REQUIREM[NiS,
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GUIDELINES
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35I3�1135,a7��.ss33 RLSPEC►FVLLY �MBINED AO FR. L� S' 4 �"I NEW DEGK �
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� � I DRAWINGS FOR APPLIANGE � / !
I � I � ELEGTRIGAL REQUIREMENTS ; . i : �
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, _ _ _ uorE : �
4 - - - - - - - SGOPE O� LIGFiTING
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155E DAIE
12 . 29 . P6
02 . 26 . O1
03 . 20 . O1
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PERMIi FOR O5 . I O. OI
GOHri7FaIG
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�FSIGN CRITERIA: Prado Remodel Job �0703-07
Roof Live Load (Snow) ---------- ---------------- SO psf
Floor Live Load ---------------------------------- � Psf REG/sl
Deck Live Lood ------------------------------------ 100 psf . •�•• �
wnd (3 Second Gust) 90 mph (Exp.) o�d° � b��9Fo
IBC/IRC Edition ---------------------------------- 2003 �'Z '�' 199 �:
s
�s •
SEISMIC DESIGN ..jp
IE = 1 .0 /� F.�
SUG = I
SS = .284g Ss = .O68g
SIiE CLASS = D
S� _ .297g S�, _ .109g
08/24/2007
SEISMIC DESIGN CATEGORY = B
Per IBC 1614.3, the alterations to the structure do not increose the seismic force in or decrease the
design strength of any resisting structural element in the building by more than 5�.
c w �
SPECIAL INSPECTIONS: � a N
a. If required by the building official, special inspections shall be provided according to IBC Section N
1704.1 . The structural engineer does not provide special inspections. Periodic observations of � a � � �
U � a o � �
construction by the structural engineer are not to be considered special inspections. ? � � � � �
I I
C O � Z M M
TRUC RAL W OD FRAMIN : � 3 N w °i °'
p � r
o. Excep ere ed other se, all lumb , ept stu , e Douglas Fir-Larch
� W J
/j2 and better, and a solid timber beams and posts 3" nominal and wider shall be Douglas � C � � ~ � a
N � � t0 N J vv
Fir-Lorch #2. \ J
b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. (E) 14" STEEL JOISTS � �
c. Built-up posts shall consist uf Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per
plan and shall be nailed together with 2 rows of 16d nails � 6" on center along each stud. � Z - 6 - - - - _ _ _ _ � _ = N 43��_ Z �
d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 16d °-°- -� �-°-d= - - - T.O. CONC_ �
nails spaced at 12" on center, or with two rows of 1 /2" diame ter t hru-bo l ts space d a t 2 4° on O � � � M r
center. I I I � � � � � �
e. Top and bottom plates sholl be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed II II � � °' °'
directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. II � � � m � O1 °1
f. Beneath solid or built-up columns noted on plans, blocking of areo equivalent to column above _ _ _ �� 3�16� 42'-6 1 4 � L J O X
shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers
consisting of a single stud do not require special blocking in the joist space. T.O. BM. Y +� � ¢ � �
g. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fostening N a > . .��
Schedule" (2003 IBC Table 2304.9.1 ). R-1 /4"x8"x0'-8
ONE SIDE 3/8" SHIM R AS REQ'D
h. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company = _ - - -
shall be used to join rofters, joists or beams to other beams at flush-framed conditions. Use
all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU
hangers of a size specifically designed for the member supported, os shown in the (E) W 12 x 31 � (N) W 12 x 45
manufacturer's published tables. Contact structural engineer for details as required.
1 '-0
i. All lumber used in construction shall have a maximum moisture content of 19%.
STRUCTURAL STEEL: CAP �' -5/8"x8"x1 '-0, (N) HSS 4x4x3/16 COL.
WELD TO BOTH BM's.
a. Structural steel shall be detailed, fabricoted and erected in accordance with the most current
editions of AISC Specifications and Code of Standard Practice.
b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles
3 SCALE: 3 4" = 1 '- O"
shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B.
c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts S7
used in timber connections moy be ASTM A307. Bolt sizes shall be 3/4° diameter unless noted
otherwise.
d. Typical framed beam connections shall consist of poirs of 1 /4" angles using the maximum
number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition).
e. Expansion bolts shall be wedge type "Hilti" or "Rawl° or °Simpson", or approved equivalent with � � �
the following minimum embedments: . � , ^
1 /2" diameter ---- 2 1 /2" r - � U • i--1 �L ✓
5/8" diometer ---- 3" _ _ _ _ _ _ _ _ _ _ _ _ �___� �_ _ _
3/4° diameter ---- 4" Z �i - ^
f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved � � U � � � � i--i �
equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, 4'-0" � (E) W 12 x 19 1--� �
shall be according to the manufacturer's specifications. I � � I (N) W 12 x 45 / . �
g. All welding shall be done by an AWS qualified welder. � � � � (E) 6" STEEL STUD WALL F-t �
h. Delay painting within 3" of field welds until welds are completed. II I � ' �L3x2x1 /4x0'-S 1 /2 WELDED r l^
i. All grout beneath column base plates and steel beams ot bearing shall be non-shrink, 2 1 /2" CONC. SLAB ON � TO WEBS OF BM. AND COL. v � O
non-metallic type grout. Grout shall have o minimum compressive strenqth of 2500 psi. 1 "x 26 GA. STEEL DECK I � � I � � �
�
(WLCRAFT 1 .0026 OR II II _ (� > � � (�
(;FNFRAL REQUIREMENTS: II II �' �✓
EQUIV.), REINF. SLAB W/ 0 � �j � �..�
o. Structural erection and bracing: The structural drawings illustrate the completed structure with 6x6-W1 .4xW1 .4 W.W.F. I I � I � � � � �
all elements in their final positions, properly supported and braced. The contractor, in the proper 34'-1 ,L � O
- - - - - - - - - -
sequence, shall provide shoring and bracing as may be required during construction to achieve = ° x � x � T.O. CONC. � I � � �
the finol completed structure. Contact structural engineer for consultation (not in contract) as --- -- --- ------ - --- 7 � � �
required. I // �\ // \� �/ \\ // I i ' �n � • (� �
b. Existing structures: Controctor shall be responsible for verifying dimensions, elevations, framing, w � � n �
foundation and an hin else that ma affect the work shown on the drawin s. Unde innin CONT. EDGE � �� �� �� �� �� �� �� 42'-6 1 4 N 42'-6 1 4 vL � 1�
Yt 9 Y 9 rP 9. �-1 I � �/ \\ // \� �/ \\ // I IF = = - - - - - - - - - � � �i
shoring ond bracing of existing structures shall be the responsibility of the contractor. L2 1 �2x2 1 �2x3/16 p
c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not W I I O I I �% _ _ _ �Vj _ _ _ lvi _ _ _ sVL _ _ � � ^
scale drawings. HSS 2 1 /2x2 1 �2x3/16 I � � � � � � � �
d. Construction practices: General contractor is responsible for means, methods, techniques, EA. SIDE OF EA. BAR � J O • �,�{
sequences and procedures for construction of this project. Notify structural engineer of JOIST � � � � (E) 14" STEEL JOISTS � 2'- 6 I � I � _ _ - - _ _ _ _ _ _ _ � � � �'v
omissions or conflicts between the working drawings and existing conditions. Coordinate � � I I � � • � �.^ �
re uirements for mechanical electrical lumbin enetrations throu h structural elements with REMOVE (E) TOP TRACK AND N W 12 x 45 (E) W 12 x 19 � �1�/
4 � �P 9 P 9 (E) 6" STEEL STUD N�'ALL � � � � � � � n I
structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used � � � � SISTER ON (N) 6" STEEL n
for construction shall be in occordance with the latest editions of the IBC/IRC. STUDS TO (N) R HEIGHT � n
e_ Details not specifically shown on the drawings sholl be constructed in a manner similar to the � � n � � I u I (E) W 6 x 20 COL.
details that are shown for like conditions. These items shall be brought to the ottention of the
structural engineer as soon as possible for approval. Approval shall be obtained prior to 3�16" 2"�8" I i I
instal lation.
f. It is the responsibility of the contractor to contact the structural engineer at the appropriate II
time to perform site observation visits. Observation visits to the jobsite by the engineer are for 2 SCALE: 3 4" = 1 '- O"
determination of general conformance with the construction documents and shall not be II
construed as inspection. � � S�
g. Though every effort is made to provide a complete and cleor set of construction documents, �
discrepancies or omissions moy occur. Release of these drawings anticipates cooperation and
continued communication between the contractor, architect and engineer to provide the best
possible structure. These drowings have been prepared for the use of a qualified contractor 5 SCALE: 3 4" = 1 ' - 0"
experienced in the construction techniques and systems depicted. S1
ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH II II designed by KRM
PRESSURE-lREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR (N) HSS 4x4x3/16 COL. II � II drawn by JDH
HDG FINISH AND SHALL BE ATTACHED WITH FASlENERS THAT ARE II II (E) STEEL STUD WALL checked b
GALVANIZED PER ASTM A753. CONTACT ENGINEER FOR BRG_ R-3/4"x8"x0'-8 CONT. 2x10 LEDGER I I I � y
ALTERNATE USE OF BARRIER MEMBRANES. �
(E) � 4" srEE� �oisTS II II issued
CONNECTION SCHEDULE N @ 2'- 6 WATERPROOF MEMBRANE PER II II #12 x 1 1 /2 SCREWS � 6" O.C.
Q SIMPSON LUS210 3�— _ _ _ _ _ _ _ _ - � - - - - ARCH. ON 3/4" T&G I I I I .
T.O. CONC. °- °- � - -a-�-- SlURDIFL00R N PERMIT 05 /04 /07
Iloll � REVISED 08 /23 /07
II II CONT. 2x10 RIM II I N
I I I I _ _ _ _ 43'-11
II I ° ��_r: � _ xi�_c�� T.O. CONC. �
�32'-81 4 � - - �� _ �n� - - - ��� - - - 7^� -
— _ - - - - - - _ _ _ - - � TYP. . �/ \� �/ \� �/ ��
II // \\ // �\ // �\
\
I-JOIST OR LVL II
� � /� �� // �� /� �
HEADER TO MATCH II =
-� - - - -� - - - -
DEPTH OF FLOOR � � - - - - - CONT. L3x3x1 /4 WELDED
` ' ` J JOISTS
� � (E) W 12 x 31 � � � � (E) BM. ( VERIFY) TO EA. STEEL JOIST WEB � �
xQ F � � � (N) 2x10's � 24" 42�-6 � 4 E 14" STEEL JOISTS � 2�- 6 sheet
� VERIFY (E) BM . BRG. CONDITION (SLOPING)
� � � ADD 1 /4" FITTED STFNR. � � T.O. BM.
� R's EA. SIDE OF EA. BM.
� � � (3)-2x10 HDR.
o L � o BELOW (N) COL. � (N) W 12 x 45
r � r � � I
(E) COL (VERIFY) I ' � �
4 SCALE: 3/4" = 1 '- 0" � SCALE: 3 4" = 1 '- O"
7 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 1 4" = 1 '- 0" S1 S�
S� JOB #0703 - 07
�,o6 REG/STf
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(E) W 16 x 36 (E) W 16 x 96 I � I F, Z �' M F F M X
(E) W 16 x 36 � '� � N JMv
� — — - — — - -- — — — — — — — — — — — — —_ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — -- — _ — — — — — J N
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+`� � � I I � +ti � I � - - - - - - -� � �
`O � I � �"� - - � I � � � I I
� � � � � r - - - - � � � � � � (E) 14" BAR JOISTS � 2'-6 I I
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x I I � x � � T. O. (E) CONC. PR VIDE TEMPORARY I I
N i I � � � � I N � SH RING FOR POST
� I AB VE DURING BEAM I I
� I � � � I � � � I REMOVE (E) W 12 x 19
� I I W I � RE LACEMENT � o �
v I � � I — J � vl � l CUT OFF W 12 x 31 � 1 I I +`L
I L � I I � GO\' �� - - - � � I I AND ADD (N) BM. : 51 � �`O � Qh� �
I ; F\,Q� C��I � � I I F. � � � � AND COL. I I � I�
- - I - - �ELW 12 x 31 - - - � � (E) BEAM I _ � I L — � I E W 12 x 31 N W 12 x 45 ' I E) W 12 x 19 � U ��.^
� ) T T — — — — -T � ) r�42�-6 1 /4) � • r--1
T _ _ - - _ - -
A —� - - - � 32=8 1 /4) - - - - i I �32'- 8 1 /4) I� I � - - - A �� - - - ( 42�-6 1 �4) `,6 I � 3 � , i �i � , � i �42- 6 1j4) � �j ^ �
O H
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� I � � ': i I LJ ; � I 20 � � �� I I � BEMOW �E) COL. I I N 2xt 0' � 2 � I S� v Q� O
I I I � � i � I � � I � � I i � �SLO ING) � � � r� �
1 � � I o i I I i � I i � II � i � i � � `v �1
�- - � � �� — � � — � —� - - �--� — � - - — 1�� � I L���— �� � � 3 — x10 � � � � � 0
I � ' . . — . I — - - - � I � I , 6 ' . I � r--�
� � —� — — I �. ,�,.�
I I I . I i I � — � I � � s� � • C� �
I •I ; � � '; ; I I � i � i i � � S�
L - - L - - = — � - - - — 1 - - -' - - - L — � � L - - - J �
� (N) JOISTS SISTERED I FILL IN (E) OPNGS. W/ 6" I � LINE OF (N) BA�CONY � � -�
TO (E) JOISTS STEEL STUDS TO MATCH (E)
5 WALL FRAMING EXTENSION BELOW . � � O R{
�.r
s, � � J
SECON D LEVEL FLOOR FR AM I N G P LAN SCALE : 1 4" = 1 . _ 0 „ NORTH TH I R D LEVEL FLOOR FR AM I N G P LAN SCALE : 1 4" = 1 . _ 0 „ NORTH
PLAN NOTES FOR NEW FRAMING: PLAN NOTES FOR NEW FRAMING:
1 _ POSTS BELOW (ORIGINAl1NG FROM THIS LEVEL OR ABOVE) ARE INDICATED: ■ 1 . POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ■
NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: �
2. ALL COLUMNS ARE LABELLED AT THE TOP.
2. ALL COLUMNS ARE LABELLED AT THE TOP.
3. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW ( ). 3. (XXX'—XX") INDICATES TOP OF STEEL BEAM ELEVATION.
4. " � " INDICATES CONNEC110N TYPE — REF. S1 FOR SCHEDULE.
5. (E) REFERS T EXISTING CO O ), (N FERS TO NEW ( ).
6. ALL WOOD FRAMING MEMBERS SHALL BE FIRE—RESISTIVE TREATED WOOD. deSl9ned by KRM
drawn by JDH
checked by
issued
PERMIT 05 /04/07
REVISED 08 /23 /07
sheet
� �
JOB #0703 - 07
� R M CONSULTANTS , INC . (9 � 0) � 4 � -e � � 'I �
P.O . Box 4572 FAX �34J- 'I 577 `
Vail , Colorado 81 658
RECORD
TO: Beth Levine, Architect
P. O. Box 1825
. Avon , CO 81620
DATE: 8/23/2007 JOB NUMBER: 0703-07
PROJECT: Prado Remodei ( Pinos del Norte Unit C)
❑ RFI ❑ MEET/NG NOTES � RESPONSE ❑ CLAR/FICATION/CHANGE
This is in response to the Town of Vail Building Department review comments :
6. Structural design criteria has been revised .
7 . This has been included in the General Notes on sheet S1 .
8. This note has been added to the Third Level Framing Plan .
9 . See Section 4/S1 .
�QQ itE �/;y'TF�'
.. , , . . e .,o
SIGNED: ��n�;�ti`� R' ��Cy F� COPY TO:
o �,,,.
.�U � �
� o . _ t^ m
a � � �� �
+ Kimberly R . Mc hee, PE , CCE , ,,,�,^,nog��23�c��°
�,�`F ° �< ae .o • ��G
S'SiOiVA�- .
REV/EWED: �"
.
Compliance Options for Additions Page 1 of 1
� ~ C � mpliance Options for Additions �
There are three approaches by which an addition can comply with the code :
. The addition as defined above meets all code requirements . This approach does not require that the
. original portion of the building meet code requirements .
. If the building with the addition complies with the code , the addition will also comply , regardless of
whether the addition complies alone . For example , a sunroom that does not comply with the code is
added to a house . If the entire house (with the sunroom ) complies , the addition also complies .
. Additions less than 500 ft2 (46 . 5 m2 ) of conditioned floor area may meet the prescriptive envelope
requirements in Table1 . To use this table , the total area of windows , doors , and skylights cannot
exceed 40% of the gross wall and roof area of the addition .
Table 1 . Prescriptive Requirements for Additions and Replacement Windows
Maximum Minimum Minimum Minimum Minimum Minimum Minimum
Climate Fenestration Ceiling Wall Floor R- Basement Slab Crawl
Zone U -factor (a) R-value R-value value wall perimeter space
� (b� R-vaiue R-value wall R-
and value (d )
depth (c)
1 -4 0 . 75 R-26 R- 13 R- 11 R-5 R-0 R-5
5-8 0 . 5 R-30 R- 13 R- 19 R-8 R-5 , 2 ft R- 10
9- 12 0 .4 R-38 R- 18 R-21 R- 10 R-9 , 2 ft R- 19
13- 15 0 . 35 R-49 R-21 R-21 R- 11 R- 13 , 4 ft R-20
16- 19 0 . 35 R-49 R-21 R-21 R- 19 R- 18 , 4 ft R-20
(a ) The area -weighted average U -factor for all windows , doors , and skylights in the addition must not
exceed the fenestration U -factor requirement.
(b ) Floors over outside air must meeting ceiling R-value requirements . �
(c) The slab R-value requirements are for unheated slabs. Add an additional R-2 for heated slabs .
(d ) The crawl space wall R-value requirements are for walls of unventilated crawl spaces only.
(e) The maximum U -factor for replacement skylights is 0 . 5 in Zones 5-19 . ,
(f) The area-weighted average solar heat gain coefficient ( SHGC) of all windows , glazed doors , and
skylights cannot exceed 0 .4 in Zones 1 -7 .
�
'
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