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GENERAL NC�TES:
I. D� NQT SCALE DRAWINGS. _
2. YERIFY ALL DIMENSIC}NS, GONGsITION5, AND tJTiLITY LOCATIQNS PRIQR TO BEGINNWG ANY
WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT QF ANY CONFLICTS C7R
RISGREPANCIES IN THE L?UCtJMEhlTS IMMEQIATELY.
3, AREAS OF CONFLICTS OR DISCREPANClES MUST BE FU�LY RESOLVED WITM WRITt'EN
APPROVAL FROM THE ARCHITECTS BEFQRE Cf�NSTRUCTION CQNTlNUES 1N THESE PARTtCULAR
AREAS.
4. PLAN DIMENSI4NS ARE TQ FACE 4F STl1D, CENTERI.WE OF STEEL, TIMBER, STUD COLUMNS, C?R
FACE OF CQNCRETE UN�ESS C?THERWISE NQTED. SECTION AND ELEYATIOhI DIMENSIQNS ARE
Tfl TOP C�F CONCRETE, TQP flF PLYWOOD, QR TQP C3F WAL� PLATES GR BEAMS UNLESS
QTMERW{SE NOiED.
5. PROYiDE ALL NECESSARY BLOCKiNG 1N STUD WALLS AN[? CE(LINGS. LOCATtC7NS INCLUDE
BUT AR� NUT �IMITEC7 T(.� CEILING ANR WAi.L MOUNTED F6XTURES, TOILki'S, TOILET
ACCESSORIES, CABINETRY, CC�UNTERTt7PS, SHELVES, CL�?SET RdDS AND FALSE BEAMS.
6. REFER TQ FLQC3R PLANS FQR D�(�R LC?CATIC?NS. REFER TO DOC7R SCHEDULE FOR DOOR
rY��s,
7. REFER TO FLOOR PLANS FQR WiNC?OW LC)CATIQNS. REFER TO WINDQW SCHEDULE FOR
WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTUFtES TC? F{T WITHlN CEIL[NG FLOC?R
AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIYERTING FRQM DRAW{N�5.
9. IN THE EVfNT THAT ADDIiIONAL C?ETAILS {JR GUIC?ANCE IS NEEQED BY THE CUNTRACTQR
FUR CONSTRUCTION OF ANY ASPECT QF THE PROjECT, THEY SHALI. IMMEDIATELY NOTIFY THE
ARCHlTEC7. FAILURE TO GIYE ! 0 DAY NOTICE TO ARCHITECT SHALL !�[C?T C�3NSTITUTE A DELAY
IN Tf-!E PRC"SJECT.
!0. THE GENERAL CC?NTRACTC?R SHALL. 6E RESPONSIBLE FOR SATISFYING ALL APPLICABLE CC3DES
AND QBTAINING AL� PERMITS AND REQUIREC? APPRUVA�S. THIS PROJECT 1S G(�VERNEQ SY THE
INTERNATfONAL BUlLD1NG CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE
IS MANDATORY. THE CC�NSTRUCTION DUCUMENTS SHAL� NOT PERMIT WORK THA7 DUES
NOT CC?NFC?RM TO ALL RELEVANT Gt7DES INC�UDING W IBC AND ALL LUCAL AI�I[� REGIONAL
co��s.
I 1. Tf-tE GENERAL, CQNI"RACTOR ANQ Sl1BCONTRACT(?RS SHALL FIEL[3 CC►ORDiNATE AND
OBTAIN APPROVALS FRC►M THE ARCHITECTIENGWEER BEFQRE ANY CUTTING, NQTCHfNG, fJR
DRCLLING QF ANY CASi"-W-PLACE CONCRETE, STRUCTURAL FRAMING, C?R ANY QTHER
STRUCTIlRAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL IIWTEGRITY OF THE
coNSrRUCr�oN.
12. TME GENERAL CONTRACTQR SHA�L YERIFY ALL EXfSTING GRADES AND SCALE OtJT THE
B111L.DING FQOTPRINfi FOR C�WNER AtVD ARCHITECT APPROVAL PRIQR 7Q BEG#NNING ANY SITE
WC.�RK.
13. TFIE QWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONC7ITIONS, R{70F & DECK
SURFACES MUST BE MAINTAINEQ REASONABLE FREE OF tCE & SNQW TQ ENSURE MINiMAL
PROBLEMS WITH THESE SURFACES.
14. SUBSTITUTtQNS UF "EQUAL" PRODl1CTS WI�L BE ACCEPTABLE WITH ARCHITECT'S WRIi?EN
APPROVAI,.
15. IT IS THE WTENT AND MEAMNG OF THESE DOCUMENTS THAT THE GENERAL CONTRACTQR
AND EACH SUBCC?NTRACTOR PRQYIDE AL� lABC)R, MATERtALS TRANSPpRTATIdN, SUPPL(ES,
EQUIPMEtyT, ETC. TO dBTAiN A Ct�MPLETE JOB WITHIN THE RECf.?GNIZED STANC?ARDS OF TNE
1 NDUSTRY.
16. ALL CONSTRUCTION IS TO Fli WtTHIN THE BUI�DIh1G ENVE�tJPE ANC714R OUT5IQE
SETSACKS WITH4UT CREATING EASEMENTS. NC3TIFY ARCMITECT IMMEDIATELY C}F ANY
D1SCftEPANCIES.
17. TNE GENERAL CQNTRACTOR SHALL FIELD VERIFY 7HE �OCATIQNS tJF AL� EXISTING
UTILITIES. ALL UTILITIES SHAII. BE LOGATED TO MIN(MIZE EXCRYATIQN AND VEGETATION
IMPACTS 1`C? iHE SITE.
I$. THE GENERA� CONTRACTOR SHAL� MINIMIZE THE LIMITS (JF EXCAVATION AND TAKE
AQEQUATE MEASURES TO PROTECT AL� VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL
AaEAS OF DISTURBANCE SHAIL BE RE-YEGETATED TQ BLEND WI7H THE N(JN-D{STURBED
I,.ANDSCAPE EXCAVATION. AL� AREAS OF DISTURBANCE Sf-1A�L BE RE-VEGETATEQ TO BLEND
WITH THE NQN-DISTURBED LANDSCAPE.
19. THE S{31LS REPC3RT {S AVAILABLE FRt7M OWNER'S StJ1LS ENGINEER.
2Q. GENERAL �C3N7RACTOR SHALL VERIFY A�� SITE DEVELOPMENT WITH LANDSCAPE
CC7t�ISTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PfAN !S FC?R
tAYOUT; ANY DISCREPANCIES YERIFY WtTH ARCHITECT.
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C7ccupancy Classification:
TYPE R DIV. 3
T
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PRC�jECT TEAM:
ARCHITECT:
K.H. WEBB ARCHITECTS P.C.
7i0 W. L10NSHEAD CIRCLE, UN1T A
Vt1�Ly CV Q ( Q:7�
PH. 970.477.299Q
CCJNTACTS:
KYLE H. YYEBB
STACEY GOEHRING
GENERAL CC?NTRACTOR:
HIGHLAND BUILDERS, CC3RP.
120 WILL(JW BRIDGE R4AC, STE 7
VAIL, CO 81657
PH. 970-476-4458
CQNTACTS:
MARK HALL.ENBECK
STRUCTURAL ENGINEER:
MONRt7E & NEWELL
P.o.BOX 1597
AvaN, co $ i �20
PH: 970949.77b8
CONTACT.
MARK GEE
SURVEYC}R:
EAGLE VALLEY SURVEYING, INC.
41199 H WY 6& 24, EAG LE-VAI L
P.O. BOX 123Q
EDWARDS, COLORAD(� 81632
PH. 970.949.14Q6
CO NTACT:
STAN HC?GFELDT
-�
.
1
A4.00
Section Cut Reference
1
A3.0
Eleuatian Reference
1
A4.1 A
Detail Cut Reference
Revision Cloud
�
Grid 8ubble
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,
A4.1A �
Detail Area Reference
EL: 0'-0"
Elevation Symbol
,
A- 2.
Large Area Detail Reference
� 12t3111999
Revision Symboi
�
Materiai Tag
DRAWINC INDEX
EXISTING CONDITIONS:
C1VLL
TOPOGRAPNIC SURVEY / EXISTING CONDITIONS
LANDSCAPE
�. I� �XISTING PLANTING1tANpSCAPE PtAN
EXISTING / DEMOI.ITION QRAWIN�S
- -----_ __ __�____ _.---_ ___. -----..
D IOO 1J4" LOWER LEVEL D�MOLITION PLAN
D(0) {14" MAIN LEVEL DEMOLITI4N PLAN
Q ��� I/4"' ELEYATIONS (EXISTIN6 CUNDITIONSIDEMOlITION)
D 2O I 1l4" ELEYAT(ONS (EXIST(NG CONDITIONSIDEMOLIT�ON�
PROPOSED WORK.
ARCH�TECTt1RAL
A OO I�_ _-I : l0 PftQPOSED SITE/GRADING/RE-PLANTING PLAN
A O�� PROPOSED & EXISTING EXTERIOR LIGHTING FLAN
A{�O� GRfA CALCULATIONS AND ZONING ANALYSIS
� ( `
i ,�
► �
f I4" CRAWL-SPACE PLAN
1/4" LaWEft LEVEt FL40R PLAN
Il4" MAIN LEV�L FLOOR PLAN
A 120 il��� RaaF ��aN
A I�O I/4" LOWER LEYEL REFLECTED CEILING PLAN
A 131 i�4° MAIN LEYE� REFLECTED CEIIING PLAN
A 140 ii4�# LOWER LEYEL FINISN �LOOR PIAN
A 141 I/4" MAIN LEVEL FINISH F100R PLAN
A 20p �i4° BUILDING ELEVATIONS
i� �� ( 1I4" BUILDING EL.EYATI4HS
A ���i i/4" BUILDING SECTIt?NS
,A 341 ii�° sui�a��� s�cTro�s
A 30� u4° BUILDlN6 SECTIONS
Q ���i 114" BUILDING SECTIONS
A 4(}0 �iz° ENLARGED BlJILD(NG SECTIONS
A 401 i�z° EMiARGED BUIIC�ING SECTI4NS
A 40� ilz° ENLARGED BUILDING SECTIONS & DETAILS
A 4�3 I/2" ENLARGED BUItDING SECTIONS & WAII TYPES
A 5�0 ExT�RroR o�r�i�s
A �U I EXTERIOR DETAILS
A �SQ� EXTER(OR DETAIIS
A b00 w�Naow sc�EQU�� & np�s
A 6� I p00R SCHEDULE & TYPES
STRUCTURAL
_.___________--__. ___
S 001 covER s�E��
S I OO LOWER LEVEL FRAMING & FOUNDATiON PLAN
S I OI MAIN LEVEL FRAMING PLAN
S (.O� ftQOF FRAM(NG PLAN
! 1�
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1
FOUNDATION DETAIIS
FRAMING DETAILS
PARAPET & ROOF DETAILS
i `
.
MECNANICAI.
_ _. _ ___. .
M i.O BOILER PIPING DIAGRAM
M�.O CRAWLSPACE RADIANT ZONE PU1N
M3.I IST FL04R RADIANT ZONE PEAN
M�.� 2ND F100R RADIANT ZQNE PlAN
ELECTRICAL
E I.O ONE LINE tOAD & VOLTAGE CALCS.
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PROjECT:
DRAWN BY: S6
pATE: 07.13.09
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F�C�M1IIRt)5, t�Q�. 81 a32
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NOTES:
1) QATE QF SURVEY: 6/04(09
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS QF RECORD (OTHER THAN PLATi"ED), ENCUMBRANCES,
RE5TRICTIVE COVENANTS, 01NNERSHIP TITLE EVIDENCE, t7R ANY OTHER
FACTS THAT AN ACCURATE AND GURRENT TIT�E SEARGH MAY DI5CLCfSE.
3} NOTICE: ACCORDING 70 CQLORADO IAW YOU MUST COMMENCE ANY �EGAL
ACTION BASED UPON ANY DEFEC7 IN TH(S SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCt?VER SUCH DEFECT. IN N{J EVENT, MAY ANY
ACTiON BASED UPON ANY DEFECT IN 7HfS SURVEY BE COMMENCEQ MORE
THAN TEN YEARS FRC7M 1"HE DATE C?F THE CERT{FICATION SHOWN
HEREON.
4a BASIS f�F E�EVATION: NGS CONTRC7L POINT "SPRADDLE" NAVD$$ ELEVA710N=$28?.0.
5) BASIS t7F PR4PERTY UCUE L4CATION: FC}UND MONUMENTS ON 50UTN LINE �OT 13.
6) BEARINGS AND DISTANCES ALONG PROPERTY I.INES SHC)WN HEREON ARE
AS SHOWN ON THE SUBDIViSfC3N PLAT ONLY. A BOUNDARY SURVEY WOULD
BE NECESSARY TQ DETERMINE THE TRUE DIMENSIONS C7F THE Lt�T AND
SETBACKS, WHICH MAY VARY FROM THE PLATCED DIMENSIONS.
7) BUILC7ING SETBACK INFORMATION IS NOT PLATTED. PRIQR TC? ANY DESIGN
ASPE(� C4U RT C)R CONSTRUGTiON IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
���� ���'u�� SHOULD BE CONTACTED FOR COftRECT BUILDING SETBACK INFORMATION.
8) POS7ED ADDRESS: 2810 ASPEN COURT.
9) 1' Ct3NTOUR INTERVAL..
L1=55°30'22��
R-45.C}O� ld) F�Eid6TE5 APPROXIMATE L�CATION 1Q0 YEAR FLOOD PLAIN INTERPQtATED
Lr�� ��, FROM F,E.M.A. EAGLE COUNTY, C4LORADC7 INSURANCE STUDY NUMBER 08037VOOOA
/ DATEQ DECEMBER, 2Q07.
-r—z�.ss�
BRG=N23°15'S7°W 11) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY C3F
C LEN=41.91' EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE C?F THE
ORIGINAL CLtENT dNLY. ANY USE OF OR TRANSFER TO OTHERS IS PRQHtBITED.
� !f�
� PHONE
� PED
DATE; 6/08109
PAGE; 1 OF 1
���� X.X DENCITES CpNiFERC?US TREE WITH APPROXIMATE TRUNK DIAMETER
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SURVEYOR'5 CERTIFICATE
I, Michael J. Past, a Professiona! Land Surveyar registered under fihe laws afi
the Stat� of Calorado, da hereby certify that fihis tapographic survey was
made by me an�! under my superuisian, and that the survey is accurate and
correet to the best of my knowledge.
MichaeC J. Post
Ccrlorada P.L.S. 3Q116
L�at@:
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104'-9 �i2�� (8295'-11°)-
ti /
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ALL STAIRS, GUARDRAILS &
II �N HANDRAILS TO COMPLY WITN
_____��@73;8� SECT. R311 OF THE tRC
II 7TR@12"
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� WAX FINISH
_ MAHOGANY STAIR TREAD �
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�EVE�; TERMINATE H.RAIL
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STAIR
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2X10 WOOD SIDENG; -�,
PROVIDE REMOYEABLE
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FASTEN TO WALL
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THRU-Bt�LT CQNNECTIONS
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DATE: 07.13.09
RfYISIO�S:
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1 ;DRB REVS Q8 13.09
' PERM17 SET ' 10.16.09
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� !PERMIT REPRY 12.16.30
��CHANGES TC3 j02 18.11
IAPPROVEDPLANS i
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MAINT/aIN M(N. t$" AiR SPACE @ TOP &
BOTTOM tJF SIDfNG; DU N�T SEAL OFF
TC1P QR BdiTQM t3F SIE3ING
TYP. CENfENT BD. SCDING WALL BUILD-UP
-CEMENT BD! PANEi�LENG
-DELTA-DRY (OR SIM.) VENTlL. RAEN SCREEN
-WATER REPELLANT BARRIER
-SHEA7HlNG (RE: STRUCT.}
2X FRAMED WALL RE;
STRUCT. WI R-21 {MIN.)
BATfS INSCJI..
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SC)IJND BATT'S @ ALL BATHS
�$" GWB; TAPED J4fNTS;
TEXTURED
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l/2�� = 1'_0��
MAfNTA(N MIN. f�" AIR SRACE @ TOP &
BOTI"OM t�F ST(?NE; DO NOT SEAL OFF
TOP UR BOlTC1M UF STONE VENEER
TYP. STONE VENEER WALL BUILD-UP
-STC}NE VENEER (MA. EXTG.)
-SCRATCH COAT & SETTING BED
—LN i 1"t
-SEPARATION SHEET
-"DE�TA DRY" (OR SIM} VENTI�, RAINSCREEN
-WATER REPELLANT BARRIER
-SHEATHING {RE: STRIJCT.)
-2X10 WOt�D SIDWG V!
ST.STEEL FASTEt
-5/8" GWB (PAINTEQ B
-2X4 QR 2X6 FRAMED '
` 2X FRAME� WALL RE:
STRUCT. W! R-21 (MIN.}
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3J4" VERT. STEE� CHANNEL FURRING,
(PWDR COA7ED BIACK}
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-WATER REPELLANT BARRIER
-SNEATHING {R,E: STRUCT.
-2X FRAMED WR�L W/ R-19 {MIN.} BATfS INSUL.
2X FRAMED WALL RE:
STRUCfi. W{ R-21 (MIN.)
BATTS INSUL.
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WA�L ASSEMBLY:
-MEET MIN. REQ. OF IRC SECT. R309
-5/8° TYPE 'X' GYPSUM WALL BOARd C?N FiRE SIDE C?F
STU D WALL
-SOUND BATfS BTWN STUDS
-FlRE TAPE ALL JOINTS
HEATEL LIVI
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TEXTURED
SEALANT
EXTEND WAL� T(? UNDERSIDE
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F1RE SIDE t?F 2X6 STRUCTURAL WALL;
PROVIDE SC7UND BATTS. F1RE TAPE
A�l. JOINTS; SEAL ALL GAPS AND WALL
PENETRATIONS Wi ACCOUSTICAL
SEAIANT. MEET REQUkREMENTS OF
IRC SECT. R309
GARAGE / CRAWL�
MECHANICA� SPACE
SEALANT
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1�2" = 1�_���
� TQ SEE 1/A501 FC1R DECK
PAftAPET WAL� DETAIL
CABLE-RAIL; TYP. TO MA.
EXTG.
NG; STEEL HANQRAIL & PC?STS TO
MA. EXISTING RAILINGS
SQUD STAIR APRON �
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TREADS, RISERS & LANDING;
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EXTER. P�YWD.
SHEATHING RE: STRUCT.
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STRUCT. W/ R-21 f MIN.)
BATTS INSUL.
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T.Q. ROOF SHEATH(NG ___
123'-1 ��� (8314'-3"� -- -
2-PART PATINAED ZINC CLAD '�"
WOi'�D �ASCIA; PROVIDE DRiP
EDGES
MAINTAIN MiN. 3/a" AIR SPACE @
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STRUCT. -"'
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-WATER REPELLANT BARRIER aVER
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BUILD-UP; FUL�Y ADHERED BLOCKING AS REQ"� -�A
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--- �4 DENSDECK PROT. BD.,
� FULLY ADHERED
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� 54# FELT; H4T-MQP TO RDOF ��o. aaoF sHEATH�rvG T__
_ ___-- -
€ — SHEATHING; CONTINUOUS OVER 121'-0° (8312'-1 �Z°}
PARAPET/FASCIA BUILD-UP
f$° ROQF SHEATHING PER 'i�i'
; _ _ _ --- . .____. _, _ _ _..___ ____ _.____--___ STRUCT.
� GLUSED-CEL� SPRAY-IN INSUL.*; FILL
EXTG. ROUF STRUCTURE ENTIRE �OIST BAYS END TO ENQ & T4 2-PART PATINAED Z(NC
3�� � TCi REMAIN WHERE NOiED UNDERSIDE OF SHEATNING CLAD WOQD FASCtA
� N E W R C} C} F S T R U C 7 U R E *COMBINED RQOFING MAINTAIN MIN. 3fa" AIR SPACE @
RE: STRUCTURAL fNSUL. TO MEET R-56 TOP OF ST4NE; QO NOT SEAL
� C1R GREA7ER C}FF TOP 4F STONE VENEER
� STONE VENEER {MA. EXTG.}
� "DE�TA DRY° (OR SIM?
� VENTIL, FtAINSCREEN
� 5�$ �W� C��� WATER REPE�LANT BARRIER
�/$" GWB OVER VAPQR �° EXTER. PLYWD.
BARRIER
2X FRAMED WAI.L RE:
STRUCT. W/ R-21 (MIN.}
BATTS INSUL.
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CHANNELS; PAINTED (PER ARCH. APPRCIVAL}
APPLIED STEEL CHANNEL (MCI2X35}
FASC(A CANTILEVERED; PAINTED (PER
AFtCH. APPRQVAL); @ DINING R�C?M ONLY
Z(NC CAP FLASH[NG ---
2X PARAPET CURB
APPLiED STEEI. CHANNEL
(MC18X42,7) �ASCIA; MIiEREQ
CQRNERS; PAINTEQ (PER ARCH.
APPRC7VAL)
V
T.O. RQOF SHEATHiNG _
123'-1 �" i$314'-3") - _.--�—__
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i.i �r v ca
STRIP-IN EPDM OVER A�L
MECH. FASTENERS
4" CANT
BASE FLASHING
EPDM R04F; CONTINUC)US QVER
TQP Sc SIDES OF PARAPET J FASCIA
BU1�D-t1P; FU�LY ADHERED
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� FU�,�Y ADHERED
s�oPE�,��r 7APERED RIGID INSUL.*; FULLY
��,�k�`�x �� ��X '_x' �� ;, �� �cii-��R'��
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50# FELT; HUT-MOP TO ROOF
— —�' SHEATHING; Ct7NTINUOUS OVER
a � PARAPETJFASCIA BUlLD-UP
5/'" RC7QF SHEATNING PER
_ �___ _ �___—_._ __ ___ STRUCT.
CLOSED-CELL SPRAY-IN
° ° INSUL.*; FILL ENTIRE jOIST
RC?OF STRUCTURE BAYS END TO END & TO
RE: STRUCTURAL UNDERSlDE OF SHEATHING
WATER REPELLANT BARRIER ------°'j ° ° *COMBINED ROOFING
'�� � INSUL. T4 MEET R-56
EX7ER. PLYWD. ! � OR GREATER
j j.
WUQD �EAM PER STRUCT. j
1X PAT[NAED ZINC CLAD � j fs° GWB C�NG �
wc�aQ -r��M t� H�ar� i
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ALUM, CLAD WOC3Q � BARRIER
wows, -nr�.
� PARAPET DETAIL @ DINING & FAMIL.Y RQOMS
APPLIED �
(MC1$X4:
MITERED
(PER ARe''
ZINC FLA'.
PATlNAEC
W04R TF
TRANSLU
5YSTEM
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STEEL ANGLE
SUPPORT
Z{NC FLASHING
1" PATINAED ZINC CLAD
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TYP. �.�
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ZINC CAP FLASHlNG --�.,,�
2X PARAPET CURB �`
T,O. ROO� SHEATii1NG
_ _ __. _ .._.
126,-6° (8317'-7 �")
APPLIED STEE� CHANNEI�
(MC2&X42.7) FASCIA; MITERED
CORNERS; PAINTED (PER ARCH
APPRtJVAL)
WATER REPE
EKTER. PLYWD.
STEEL TUBE PER STRUCT. —
TRANSLUCENT WINDOW
SYSTEM
SLOPE
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ZINC CAP FLASHING
STRIP-IN EPDM OVER ALL
MECH. FASTENERS
4'" CANT
BASE FLASHING
EPDM ROOF; CQNTINUQUS OVER
SIDES C?F PARAPET BUILD-UP; FULLY
ADHERED
�/" DENSQECK PRQT. Bd.;
FUL�Y ADHERED
TAPERED RIGID INSUL.*; FULLY
ADNERED
T�
STR1P-IN EPDM QVER ALL
MEC'ri. FASTENERS
4" CANT
BASE FLASHING
EPDM RdOF, CQNTIfVUOUS OVER
TOP & SIDE QF PARAPET i FASCIA
BUILD-UP; FUL�Y ADHERED
1/�" DENSDECK PROT. BQ.;
FULLY ADHERED
TAPERED RIGID INSUL.*; FU��Y
ADHERED
50# FEL.T; HOT-MOP TO ROOF
SHEATHING; CONTINUOUS QVER
PARAPET/FASCIA BUI�D-UP
5/�" ROOF SHEATHING PER
STRUCT.
CLC)SED-CE�L SPRAY-IN 1NSUL.*; FIL�
ENTIRE JOIST BAYS END T!J END & TO
UNDERSIDE 4F SHEATHING
*COMBINEQ ROC?FING
INSUL. TO MEET R-56
OR GREATER
STRiP-iN cPDM QVER ALL
MECH,FASTENERS
4" CAN7
BASE FLASHING
EPQM R04F; CONTINUOUS OVER
TOP & SIDES OF PARAPET / FASCIA
gU1LD-UP; FULLY AQHERED
1/�" DENSDECK PR4T. BD.;
FULLY ADHERED
TAPERED RIGID INSUL.*; FULLY
ADHERED
50# FE�T; HOT-MQP TO ROOF
SNEATHING; CC}NTlNUOUS OVER
PARAPET/FASCIA BUILD-UP
5/$" RQOF SHEATHING PER
STRUCT.
CLOSED-CELL SPRAY-IN INSUL.*; FILL
ENTIRE JOIST BAYS ENd TO END & TC?
UNDERSIDE OF SHEATNING
*COMBINED ROOfING
1NSUL. TO MEET R-56
QR GREATER
TRANSLUCENT WINDOW
SYSTEM
. . . . � A�►1���'1� r► i :
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STRUCT. —
%$" ROOF SHEATHING PER
a o STRUCT.
CLOSED-CELL SPRAY-IN INSUL.*; Fl�l.
ENTIRE JOIS7 BAYS END TO END & TO
___ _.r _.__ _ _ UNDERSiD� OF SHEATHING
° *COMBINED ROC}FING
INSUL. TU MEET R-56
OR GREATER
a %$° GWB
PARAPET DETAIL @ RtJC3F STEP (ENTRY VQLUME7
1-1/2'" = 1'-���
�
T.O. PARAPET
121"-4'/�" {83:
ZlNC CAP FIASHING
NEW 2-PART PATINAED
ZINC CLAD W�CaD FASCIA
m
T.O. RQQF SHEATHfNG {existing)_ _
119'-4 �" (8310'-6") __..
STONE VENEER (MA. EXTG.)
"DELTA DRY" (OR SIM}
VE�JTIL. RAINSCREEN
WATER REPELLANT BARRIER
�° EXTER. PLYWD.
SLOPE �"JfT.
�� STRIP-IN EPdM UVER A�L i
MECH. �ASTENERS
� � — 4° CANT
� BASE FLASHING
j ;
� EPDM RO�JF; CC)NTINUQUS QV�R ?
�, TQP 6c SIDES OF PARAPET / FASClA :
� BUI�D-UP; FULLY ADHEREL� ;
! ! 1/�° dENSDECK PROT. SD.;
� � FULLY ADHERED 3
i _ s�ope�,�r. TAPERED RICaID INSt1L.*; FULLY ;
� `�>��, F �r �x''�..n v<r�'u ADHERED
_�_�. .� _ � _�-� ,. ____ �v�__ a � �� __ -_ ._�' �,_ �r=
50# FELT; HOT-Mi7P TC} RO(3F ;
SHEATHING; CQNTINUOUS C)VER
PARAPET/FASCtA SUILD-UP
�/s" ROOF SHEATHING PER
_ _ _ _ _�_. STRUCT.
____ � __._ __. CLOSED-CELL SPRAY-IN fNSUL.*; FILL ��
EXTG. R04F STRUGTUf2E ENTIRE JOfST BAYS END TO ENC� & TO
T4 REMAIN WHERE NOTED �����SIDE OF SHEATHING
*COMBINEQ R�OFING
INSUL. TQ MEET R-56
OR GREATER
�, %� f '�"' %° GWB CL.NG I
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1JVDW HEADER RE: STRUCT. ��r;�:�i a s/y° GWB OVER
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SUPPORT �' i� 2X FRAMED WA�� RE:
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COPPER FLASHING - ��`�� � BATfS 1NSUL.
1° PATINAED ZINC CtAD !
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ALUM. CLAL7 WC7CiD WDWS, TYP. � �--'""'" `� {
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1-1/2�� = 1�_0��
Z1NC CAP FIASHING
T.O. RQOF SHEATHING
119'-4 ��� ($310'-6"} ___
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BLOCK►NG AS REQ'D \-�
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2X10 WO�D 51DING (SEE 1/A501
FQR FAS7ENING QTL); ROUT
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FIBERGLASS STRIPS
TRANSLUCENT FIBERGI.ASS
STRIPS; TC? RUN FU�L LENGTH OF
H{?RIZ. REVEALS
LED STRIP LlGHT
WATER REPELLANT BARRIER
(NON-EXPOSEd)
EXTER. PLYWD. SHEATHING RE:
STRUCT.
0
0
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ZINC CAF' FIASHING
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125'-9 �l4" t8346'-101/a")
ZINC CCADDfR1G OVER
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ZINC CLADDING OVER �"
PLYWI�. SOFFIT
• •�• i �
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STRIP-IN EPDM OVER ALL
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3" CANT
BASE FLASHING
EPDM ROOF; CONTINUOt1S C}VER
T{7P & SIDES t?F PARAPET / FASCIA
BUILD-UP; FUI.LY ADHERED
�/a�� DENSDECK PR4T. BD.;
FUGLY ADHERED
SLOPE?��"r�r, . `FAPERED RIGID INSUC..*; FULL.Y
>,'!. Y?,../hv':. T..�; /�t:x/ �J..i. �F�'�"✓.."' H11�t�i1L.4J
— 50# FEL7, HQT-M(JP` TC} R�OF
� SNEATHING; CC?NTINUaUS OVER
PARAPETCFASCIA BUILD-UP
s j$"' ROOF SHEA7HING PER
TRUCT.
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UNDERSIDE QF SMEATHING
*CQMBINED RtJUFING
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OR GREATER
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2X FRAMED WALL RE:
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BASE FLASHING
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FULLY ADNERED
TARERED RIGID INSUL.�; FULi.Y
ADHERED
50# FE�T; HOT-MUP TO RC70F
SHEATHING; CC�NTiNU(�US OVER
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DRAWN BY: SG
DATE: 07.13.09
REYISIONS:
_� _ __ __ _
1 DRB REVS � 08 13 09 '�,
_--- _. . __ ___
PERM�T SET � 10.16.09
� __ � _ _ __
�PERMIT REPLY 12.16,1.Q
__� � � .. _ __
CHAN�ES TU ;{�2,1$.11
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ZINC FLASHING
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MAIN LEVEL T.O.FLYWD.
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1os'-2 ��� (8�00'-4"} --- �� �_.-===-�- MIN. THICKNESS AT BOTi"CiM OF
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i �.,� i ��r��.���e�rr^+ nrrr�r�tii�
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2-112" = 1'-0��
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WdWS, TYP.
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DOME RQOF DRAIN V1llTH STRAINER
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BACKER RQ[? AND SEALANT
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MEMBRANE W/ FLEX FLASH F �
REiNFCaRCEMENT FABRkC &
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RQUT-4UT PLYW[J.
AR(JUND PERIMETER QF
DRAIN
FLEX F(ASH UN
ROQF FRAMlNG �
RE: STRUCTURAI.
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WATER REPELLANT BARRlER
SCUPPER SLEEVE
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FOR VENEER
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HOT-APPLIED MONdLITHIC
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ftEV1SI0NS:
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1' DRB REVS 08 13 Q�
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�' PERMIT SET � 10.16.C79
` ° f � � ;: '__ } ' ' � � ,� '�` � 2 �PERMIT REPLY ---�12.16.10
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WATER STOP, TYP, RUN CONTIN. TO FDN
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DRAWN BY: SG
DATE; 07.13.09
REYISIONS: �
1 'DRB REVS __ 308 23.Q9
;., __.
_.__, ._. ._: , ____.___
�i PERMET SET k 10.16.09
; _ ______ ___,___
�PERMIT REPLY ;12.16.10
r_ _ _� . _____
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WINDOW SYSTEMS Q �
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WINdOW TYPE J MANUf. EKfERiOft FRAME INTERIOR FMME SYSTEM S12E WMDOW R.O. GLA2ING U•VAIUE REMARKS ��
TYPE MAT'L. MATL WID7HXH7'. � �'.
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WA WEIIAND ALUMINUM PINE S4'-0" x 10'-0" 14'-1° x 10'-1 " DBL LOWE 366� 7EMPEREp .35 UFT-SLIDE UNIT; 2 L4CATIONS I ,� �
1L�'-Q° WB WEILAND AIUMINUM PINE 12'-0" x 9'-0" 12'-1" x 9'-1 ' p81� LQW-E 366; TEMPBREQ .35 LIF7-SLIdE UNIT ; �"'
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DATE: 07.13A9
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�C7UNDATIt�1�! NC�TE��
I. D,4TUM ELEVATIpN IOC7'-O° EQUALS LOWER LEYEI. FLQfJR SHEATHINC�
��EV�,�ric>r� = 8.2a��-i V2" U.S.G.�. ELEVATIC7N.
.2. [XXX'-X'"] INDIGATE� TG>P OP FC?UNpATION WALL ELEVATION.
3. (XXX'-X") iNDIGATE�a TC1P OF FCiOTiNG ELE\/A'TIQN,
-4. GQNTf2.b,GTOR SHAI.L FOLLOW ALL REQUIREMENTS L.l�TEC? IN 5G.>IL5
REPQR.T.
5. C.ONTRfi�GTDR SNALL PLAC.E (�)-#5 VERTIGf�LLY FULI� HEIGHT OF
iNF.LL Ai FtiGN SIDE OF ALL. WALL STEPS HIGEi�R TFiAhI �4'-p" IN ,
AC�C;�1TIc�h! TO WALL RE1h1PDRGEMENT 5HG7WN Q'THERWISE.
6. ALL FC?pTINGS IN GR,hWLSPI�C.E� 5HP.LL BE BAGK F1LL.E[? W!1'H
GpMPAGTEt� STRUGTUI2AL, PILL Tp THE TC7P OF 7HE FppTINC-�
MINIMUM, UNLE�"a5 NpTEP C7THERWISE C7N PLAt�t�" �}R SHOWN Oht
SEGTtQN�.
'1. PLt�OR ELEVATION�`a �NOWh1 ARE AT TOP C}F SLAB OR AT TpP OF
PLYWC?G?P PLOOR SHEATF{1N�.
1�. FC.?OT1h1C-� ELEVAT1C7N5 SHOWN P�RE MAXIMUMS AND MAY NEEC? TO
BE !_OWEF2ED Dl1E Tf? 5�'31L GUNDITIptJS. VERIFY G}iANGES 1NITH
°iTF2lJGTURAL EN,.r'.-�lIVEER.
q. PI�AGE SLAB ON GRADE ON STRUGT[�RAL GC�MPAGTED FIL.L OR
NATURAL C�RARE A� OUTLINED W 5G71C.� REPORT,
Ic�. UNLE55 4THEt2WI�aE htC:TEC7 - ALL �LRBS-ON-GRADE ARE -4" 7MIGK
WITH hX(a W2.1 X W2.t WELDED WIRE PABRIG.
II, PRQVIDE GONTROL .IOItJTS OF? GON�TRUGTION ,1C�INTS iN ALL SLABS �q
OtJ-GRAC3E. MA,XiMUM �1ZE QF E.hGH AREA �HALL NQT �XGEER 225 PT !
1,2. C.QNTF2,a�.TQR Tp GppRDiNATE ALL DtMEN�tC?NS Ahlp G?ETAIL� �
WITH ARGHliEGTURAL DRAWING�s.
13. GENiER PQOTIN�S UN[�ER lNALLS .0.Np GpLUMNS UNLE;�
P1MEN51QNED OTHERWISE DN FOUNDAI'IDN PL�4N.
i,4. '�REFER 7C3 RRGHITEGTUI�AL PRAWISJGS FC?R rr"f'AIR FF2AMIN .C',-r DETAILS
ANC7 LANC>INC-r 'SL.,4B ELEVATIC?N5,
15. ALL S1TE WALL.S NQT 5HC?WN G7N TH15 PL?�N SHAL.L BE E�IiiLT PER
ARGHITEG7URAL l.AhlDSGAPE F'LANS, C7ETAIL.S ANd ELEVATIDht�,
51TE W,�LL� �HALL. t10T BE C.ONNE�TED TQ 7HE Bt11LpiNG UNLE55
Nc�TER OTHERWISE.
C6. ���]INDIGATES EXI�TIN� FC7Ut�iDATIf?N TG? REMAIhi.
I'7. GC?h1T[NUC�US Wf�LL F40T11JC-� ARE IQ" DEEP X 2,-O" WIDE U.N,O.
t�'i. 5EE �aNEAR WALI. �aGHEC?ULE �IC?I FC}F2 ANGHQR BOLT SPAGih►C� .2
f�T SHEAR WALLS. �
IUC��C� FF��4MINC� NG7TE�:
i. A�LL WG7GrD FRfi.MiNG ,.IC�I�T� �HA4L. BE BGI TYPE ..1QtSTS P.5
MANUFAGT�7REC� BY ESQI�E GGiRPORATiOhi. AL7ERN�TES
SHAI.L HAVE EG2URL OR C�F�EAT�R C.APAGITY ,hNC7 SHA�.L E3E
REVIEWED BY THE ENC-�INEER C?� REGORD.
2. "L�/L" INDtGATES VERSA-LAM BEAMS, A� MANUFP.GTUREP BY BC�I�aE
GG�RPC?RATIDN. ALTEi2Nfi�TES �'aHALL. hiA�/E THE raAME QR
..�"�REATER GAPAGITY A� LIST�R 1N THE STRUGTURAL CENERAL
NOTE�`a, ry
3. C;j INDIGATES GdLUMtJ DG7Wh1 ONLY, MULTIPLE .2X PRAMINC'a N4TEP t-
G>N F�LAh1S, �
4. � lND1GATES GG�LUMN UP AIJD DOWN UNL.ES'S fT BEARS Ohl
GC7NC.RETE WAi_L GaR FOp71NC-� 8ELC7W. QR [T IS LABEt_ED UP CJNLY,
5. < > INptGRTE� TOP C7F BEts.M ELEVATtON OR PLfi.TE HEIGMT ELE�
(�. '�- INDIGATE� TOF' OF STRUGTURA�L P�OCiF2 5h1EATHIIVC
EI.EVATICiN.
`f. HEAC7ERS '"-aHALL BE (3) 2X£'r UNLEr-a5 NC7iEp C7THERWISE, AL�.
HEAPERS� �'aHALL BE BUILT OU7 70 S 1/.2" (3 !/2"� W�D7H BY
ADQINC PLYWOG7C7 SPP�GERS AS REG2UIR�D. �
�
8. ALL GOLUMNS �HALL BE (3) 2XC� UNLE�S NC�TEC7 G>THEF2WI5E.
�i. WQOL7 GOL.UMht� SFiRLL E3E GONTINUOUa PR�''JM FLOUR
TC> �LC>DR 4R PLQ�R TQ f20C>F. Tf21MMER5 SHA�I� BE ADDED 1'�
h1OTED G�LUMN �I.ZE'� A� REQUlRED.
IC7. �!1!1p�!�1NpIGATE'S INTERIG3R BEAfZINC� WRLLS. FLG7QR ..lC�15i5
BEARIN� LOGATIC7N5 SHAI.L LINE UF' W(TN STUD� B�LOW.
!{. ALL EX7ERIC�R WRLLS aH,4LL BE GQNSTRUG7E{� U5(NC� 2X6
�7UD5. 'REPER T(� EXTERtC1R WALL RETAIL� FDR AiaP1710NAL
INFQRMATIQt�(, EXTEI�IOR 57UD5 GAN BE SPAGED .2"-�" FC7i2
W,4LL.5� SHQRTER THAtJ !D,-C7". aTUC�'"a SH�4L.L BE raPAGEP 1'--4°
FC?R WALI. �HC?RTER THAN t4'-C7" AND TALLER THAN Ip"-C>".
12. f�.Ll. BEAM/BEAM AND BEAM/GQLUMN GONNEGTIG7fJ5 �MALL BE
1�fACaE t^IITH 51MP5QN STEEI� F'LATE GQtJ1JEGTG>RS UNLE�a� NC?TER
OTHERWI -r�- E.
13. RE: ARGHITEGTURRL. C?RRWINC-� FOC2 LOGATfC?IV ANp -'"„.,-I.ZE OF
�ROUGH DF'�NING-� IN WOG?D STUR WALLS.
I�4. `�R�: ARGHI7EGTURRL C7RAWlhtG�s FOR HANDRAIL ANP STAIR
FRP.MING QETAIL�.
15. R�L EXl'ER1C3R WALLS �✓-FiAL.L HAVE GC7NTINUG?US 5TUD5 �ROM
FLQOR TO PLDl�R C�R FLOC7R TG� RG70F.
ib. RE: raHEET 50t71 FCiR GENEi2AL h#OTE�.
.� �
I"i r �_-t �IND(GA�T�� EXl�TING PRAR�ItNG TO R�MAIN.
WMEF2E EXI�TIN�a
FLC�t.�R JG715T� ARE
SPAGED MG'�RE THAN
I'-4" PRC7VIDE 2X4 PL,4T
BLC7C.K,tNG WITH (2J-12d
Tt�E NA1 L� EP+�1-# EhiCr 7C?
..ICJ15T F{_fi�NGES AT 1'-C7"
�����Q� 1
3/-4" ' �,_���
IVEW GONC.RETE
7pPF'ING
EXISTlNC� Jp15T� AND
PLOOF� SWEATHING
TG7 REMAIhI
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PROJECT: 747Q
DRAWN s�: �vN
DATE: 01.27.09
REVISIONS;
PRICING 0�.27.09
PERMIT 10.16.09
� PERMIT COMMENTS 02.lSJQ
-� CNANGES TO APPROVED PLANS
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UJCaC7D �vNE,4�? U1�4LL 8G1�-IEDULE _
TYF'E/SHEAR G,4PP�GtTY SHEATHINC-� HA��-�NG A7 ANGHQR F30LT5 AT BLC�GKING/Ri iC%
pANEI_ EC7.C`,.�E�a FDUNDATICJIV (8) 1NALL F'LATES Gf7N EGTICJN
t5132 PLYWCJOC? 8d h1AiL5 I1..2"d> X 10" �
� 26C7 LB/FT ONE �IDE AT b" C>.G. P�7 2'-Q"� A35 012 LTP4 GLIPiAT t•_-4"
15l32 PLYWO�D 8d NA.iLS ItJ2"d> X IO"
� ��'� �'��T pNE 51DE AT A�" C?.G. ,e�-� 2'-p° A35 OR LTP4 GL1P A7 I'-t?"
i
15t32 PLYlNG7C7D Sd N,4lL�a tt2"d> X ID"
�G .4q0 LB/�T �t�� c�IQE AT 3"' O.G. p�7' 1,_p�� A35 CaR LTPA� GLl AT 8"
5/S" G�YPSUM BC7Ri2D 6d GO�L.ER t9F2 t/2"'cD X IG7" �
�D 2qC? LB/FT gpTH 51DE5 WALLBOARD. ?rT 4'-C1" 8d TG7ENAILS � 3"
(,2" NAIL X 1 31�4„
LJNG AT A�"' i
i. ALL PP.NEL EDGES� SHALL BE BLOGiGED. BLOGKING �HALI. MATGH THE �TUD �IZ� AT RDJG?INING PANEL EDCE�.
2. NAlL SPAG(NG AT 12"' f�.G. f�LQhlG INTERMERi.�TE FRAMING MEMBERS. i
3. R�t� EXTERIG7R WRLL.S �HAl.L BE TYPE�SN�AR WRt�LS UhtLESS NC>TED OTHERWISE.
4. �TACGER ALL SHEATHIhtC-� JOINT AND SILI_ P�..4TE Nf�.lLIIVG",-�.
5. NR{L5 SHALL i3E GOMMC7N OR C>?�LVAh11ZEG+ BOX IN PL.YINOQD �NEAR WALL�"a. �
6. u�v�.��� �.�cas�r� ���,c.iu� �� rror�v r�v �ovHC��,riou vErp,i�.
7. ALL F'LYWOC7D F'ANELS �H�4l.L BE APt� t2RTED EXPC75Ul2E i�HEATHINC-*.
8. EX7ENi C?F SHEAf2 iNALL PEt�iG?7ER BY _ . � . _ . .... . ._.. . ..,, . _.. . _ �
�I. RE= 52C70 PC7R HOLP-t'7G7WN IN�TALL,4TION DE7AIL.
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UJC7C.?C� FF�,41�"i II�1C� NOTE �x � '� � � � ��
,� 1�1-2x�
W Q � GOLUMN i � � ��
I. ?�1.L WC7t?D FRAMINC-f JCx15T5 SNf�L.L BE BGI TYPE ,.1015T5 R5 6' - 5 - � -
MA�NUFAGTUREC? BY BC�i�E GORPOR,ATION, AL,TERNATE� ,°- -"'�
SHALL HAYE EQUAL OR ..r"3RElhTER GAF'AG.ITY AhiP SNf�LL BE � ��ni F �e` ,°''Y,1
~i2EVIEt^IEP BY THE ENCINEER taF~REC.ORC7. - - -
2, "LVC�" tNCiiGP�TES VERSPF-LAM BEAMS, AS MANUFAG'TURED BY E301�aE
GORF*DRATION. A�.TERNATE� SHALL HRVE THE �aAME pR
C,'�E2EATER GRF'AGITY A� �15TEp IN THE STRUGTURA4 GENERAL
NQTE�. �
3. ❑ INDIGATES GQLUMN C70WN O1JLY. MULTIPLE 2X PRAMING N07EC7 �
oN p�a�vs. z
4, ■ INDIGfi.TE'S GOL`UMN UP ANp pC?WN Ut1LE55� IT BEAR'S Ohl
GC7NC.RETE Wt�LL CiR FOC}TING BELOW» C7R I7' t5� LABELER UP ONLY. 4
5. < > INDIGATES TC?P t?F BEAM ELEVAiipht QR Pl�ATE HE1C?HT ELEVRTIC?N. X
H�w v�G� ry
F... '�` INC?IC.A�7E� TOP f7F STRUGTUf2AL FLOOR �NEA7HINC� RE: �t�0
ELErfATIC1N. �
'1, HEADERS �aHALL E3E (3) :2X8 UNLE58 NO7EC? C7THERW{5�. ALL
HEADER�`a SFiALL BE BUILT C7UT TO 5 if2" f3 1/�") WI[?TH BY
ApDlh[C� f�LYWG?DC7 SPf�C.ER� A5� REQUIREP.
b. ALL GQLUMNS �HRLL. BE {3� 2X6 UtJLESS NOTED 4TFIERWt�E.
q. WC?�p GOLUMN� SHALL, BE GONTINlIC7U5 PRCxM FLOOR
TO F�.OG�1� OR �L�40R Tp ROC7F. TI21MtYiER�a SHALL BE ApDED Tp
NG7TEp GC?LUMI�I 51ZE�"a A� REG2UIF?ED.
IC,�. /�i�f%%�INC.�IGATES INTERIC7R BEA�INra WA(_L�`a. FLOOR ,.1015T5
BEARING Lt�GATipNS �NALL LIh4E UP WITH �TUC�S BEL.C7W.
i i, ALL EX7�f�IQR WALLS �HAt�L BE Gf�N�TRUGT�C? U�tNG� .2XC�
�aTUDS. F2EFER TQ EXTERIf�R WRLL C?E7P.iL5� FC?R At?DITIOhlAL
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PROjECT: 7970
DRAWN BY: AVN
DATE: 0711.04
REVISI(�NS:
PRICING 07.27.44
PERMIT IO.Ib.09
� PERMIT COMMENTS Q2.15.10
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� REYISIONS:
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REVISIONS:
PRICING 07.27.Q9
PERMIT tU.16.04
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�TEEL TUBE RE� r�LarJ -----.�
WITH I/2" cP X I 112"
Tl�READEp STUD AT 2'-p"
TpP ANQ (,2j-Rpy(S
V.2" 4> X 3" THREA.pED
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51DE FpR (2) 2Xt2 LEDCER �
ATTAGHMENT A
TYF'. 1/4 i i IJ�4 TYP.
H55 GC?LlJMN --� �
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H5a GC7LUMN RE= PLAN
�ECTION .4-,a,
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m
�
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I/4
ry
( _
A
�
PARAPET -
REs ARGM.
� (-4)-IOd TG7E-NAILS
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L-AC.�-BOL T5. I N-F t LL
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5" 1 11.2'�
2X6 WALL WITH
SHLATHIN.C'.� PER SHEP.R
� WALL SGHEPULE
'll' ;: � ' '
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I ' � �� �
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EAMS
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� � , � � � -ro pASS �rr�ROV�� �' � ,.' "-„ - S E C T I ON B - 8
� // � ili'! !�?� �iii � �� � � � � � �
�
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� � , � 1/4 .IOiSTS RUhi PARALLEL LVL, BEAM RE� Pt�RN
� �� '�+ � 5" MIN. (TYPj Tp BEAM AT SIMILAR.
, � , ��, f � It4 PRDVIDE 1-.,1Q157
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I� � � � REa PLAN -� t�ERPENDIGULAR ,.1015T5 RE, ARGN.
I' � � � � TOP OF � � � � � � � �
� � � MAIN LEVEL
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RE: PLAFI
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2X6 WRLL ►NITF
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5HEi4THIN�
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112" = l'-O'•
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BUlLD-UP /�Np p,a.RAPET
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RE: RLAN -�,
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PA�RAPET
RE: ARGH.
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3/4" = �'-G7"
�LUSN WC?QD BEAt�t
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2X BLOGKtNC�
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ry
di
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ar .�.�-�,�
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RT „2'_Q��
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518" ROG?F �HEArwtN�
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P�01ECT: 1970
DRAWN BY: AVN
DATE: 07.27.09
REVISIONS:
PRICING � 07,27.04
PERMIT �a.��.o�
� PERMIi COMMENTS 02.15.10
-� CHRNGES TO APPROYEp PLANS
Q�.is.ii
� �� � � ��f �i
� �� � � ����
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F'ARAF'ET
RE: Ai2GH.
L?EGC3RAT1 VE
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314"' cp THRU-BpLY�
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FLUSW WOOQ BEAM -.
RE� PLAN
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5/8" ROOF SHEATFIING GHANNEL RE: ARGH.
._ WITH 2" 4� SGH�L7UL.�
-4t� STEEL PIPE WELDED
TG? WEB •
WHERE ..101raT5 RUN ;i � -.�--�...�."� �
P.d,RALLEL TO WALI.
PR4YIQE �-JOIST
BLOGKINC� .4T 4._C7" ROOF .!t?15T REy PLAN
1NITH WEB PAG.iC AT
HAIV..C".�ER
SIMF'SptJ MIIJ HAN�ER
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PLATE
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c_�.�
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RE: ARGH.
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F'LATE�
HEADER RE: Pt�AN
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END QF GHANNEL
PLUS 3!4" cD THi2U-
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5TEE1� TUBE RE� PLAhi
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A7TAGHMENT
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'�. SCOPE: F�urnish a(1 rrtaterials and iabor r�quired to execute this wofk
as ir�dicated an drawir�g artd as s�ecifie�t, as nec�ssary to �c�mpl�te the
contract. E€eetrical w�rk shail inciude, but nc�t i'rmited #a, these major
iter�ts:
A. Complefie wiring system for t�evv #ighting and pawer as shown,
inc�uding new paneiboard�, new conduits, new wires, new vv�ring
devices, new contr�l dev[ces, etc. far a compiete Cighting ar�d
and pow�r system.
a. Complete feeder(s} instailatian as required fo� new andlor
electrica} ap�s�rafus as shown on sin�te ►in� diagrarr�a �rrd
CIC�L'V1�it�S.
b. Cornplete branch circuit wiring required for the ec�nn�c#ion caf
emerc��ncy tighting and �xit signs tc� �xisting emergency stand
by power systerrt.
2. Gomplete provisiort, instal�aiion artcf cr�nnectir�n of Pightinr� �3rkures,
exit signs and iarrips as specified a�d as shawn on drawings.
3. Fire alarm system will b� by eEectricai con�ractor.
4. Compfete �onnec#ion c�f t-IVACJPIut�rbing motor(s}, water heateris),
equipment, eic. furnish k�y m�chanical - refer to bath �lectricai and
and mechanicai drawing for scope and vvork and �dd3tin�! �nft�r�
it1c��103"i.
5. Provide �r€��nding attti bonc3ing Facilities.
6. Gompfete a1i elec#rical demoliti�n as requir�d.
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Gore drilling and patching af existir�c� buifding s#ructure r�quired f�rr
elecfrical wark. �ore drilling s�tail fa(!aw Buiiding Standarcl pracedures
and cc�ntra��r�r sha(I h�ve written �ppr�vais frorrt buiddinc� �v,tr��r pris�r
tc� s#arf of any work,
Test e�f entire �ys#em �r�d work.
Operating, Mainter�ance and identificatian instructicans manuaCs, if
any.
P�RMliS A�iG� F�ES: �3btain and pay for a!I neces�ary p�rmits, inspec-
iic�ns, examinaii�ns and f�es or charges necessary for exe�utian anc4
cc�rr�ple#ion �f �iectrical +n�ork.
1'I. FtEGU�iTI�i�I� AC�#Ct CCIC3ES:
�. A�aplicabt�: ccsd�s: �iaCsc�r�a{ �i�ctric Cc�da {��0�)
C�nfc�rr�n #o tt�e �r�vaiiing �diti�n and arrtendrrients ther�to �f #he
Town c�f Vai( Electrica[ Cod�, pertinent �i�PA publicatians
and tc� the requ'tremet�ts c�f Fecterai, State c�r c�ther �ity agencies
#�aving �urisdictic�n.
'f2. SHCJP C►RAI�IING� A3�t[� Sl�BM1iTAL:
A. C€�ntracirr shaEi subrnit shop drawinc�s fc�r engineer reviewand appro�ai.
�. Shop drawing submittai shali include:
1. Lighting fixfc�re�.
2. Panelboard{s}.
13. Ct?%�SSt�UI`� ,4ihli� 1iViF��: '
A. C(�NDUG7C7(� SIZES AN[� TYPES: �or sizes ��10 AW� �nd larger, use
cappper TH1N or aluminum XHNW. For sizes #1 ,AWC� �nd smaller, use only
copper wire with �CIflV insulation, types T'W, THNN, or iHt�t'- strand�d in
sizes #8 and larger, sc�lid in sizes #�i t? and smaller. Cantrol wiring shall b� #14,
stranded. Use type TH�-3f�1 for wires ent�ring �rr p�ssing ihraugh fluarescent
iigh#trty �ixture�. Afl mc�tors shalt be wired wif� cc�pp�r �andu�tors c��tty.
B. MG cable perrr�itted per iacal codes. Run hard pipe fr�rr� panel #e� local
junction box, and run MG cabie fr�m juncti�n box to device.
14. ELECTF2ICAL C�EVECES I
A C�nveni�nc� recepta�ies wiif be 20 amp, cc�mmer�ia! gr`ade '
ciecc�ra �tyte. Finish �aer c�v+rner or architect. ,�tl rtwet4inc� unit
r�ce�atacles tc� �e fiamper-resistant per h[EG 406.�1.
B. �.i�ht �witches wii4 be �0 ar�p, cr�mmercial grade, '
decor� styfe. �inish per �vvn�r or archifiec#. �
C. �7irr�ming switche� wifl be a minir�aum af 6Ci(3Vit or as nc�ted. ;
Pec�vide decora style, finish �er c�v+�ner car archif��t; �
C3. Ail mc�unting f�eights wiil conform to AQA guideiines. Typicaf recept�cl� ,
height� +nwi!{ be +'! 8"AFF and switch heights wiil b� +46`"AFF ''
unie�s nat�d c�th�rvu�ise. I
E. F'rovide GF! type receptac[es at kitchens, bathrtic�ms,
gara�es, exterior �tc. as required iay cod�.
15. SUPPt�F2T '
A. �up��rt a!i �lectricai equipment independ�nt of ac�essibie ceilings �s i
r�quir�d �y N�C. I
16. ELECTRI�A� Bt�XES
�. At fir� r�#�d w�ii, space electric�f bc�xes at c�ppc�sit� side� �f th� wafi
nc� less th�n 24° hc�rizontal di�tance. �
B. V+fhen phane, TV & p�wer receptacles ar� shown on pfan nextto each other. �
Lt��ate respe�tiu� re�eptacles n�xt t� �ach other t�n �i�e with no s�ore �
�han 1" separating c��rer piat�s.
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t��-24-11 C?E�l�N AS af�T
Clrart+� By: Checkea By:
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