B08_Attach_1_SOW_EX_5__As-Builts_Drawings.pdf

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R001", FIN!Sl-!ES:

1 :t, ; 2"x l /£" VINY� COMPOSfTIO'-' TIL!: FLCOR1NG IN omce. 1.: E>:ERCISa ROOMS, !>//!" F'l YWOOC• cL001'; IN STORAGE LOF:. 5 /E. GYPeOlR(, WALLS & CEILINGS AND �. VIN\'L COVE BASE ltl omc::, EXERCIS:: ROO"-, STllm & S10RAGt LOti. PAJNT GYPBOARt> EXCECT Ji,; STORI\Gc LOf"i & STI\IR. PAJNi DOORS & DOOR FRAMES.

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STORAGE LOFT PLAN

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OVERHEAD DOORS

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PR,:, - ,NGINE'"'�Er• M=-i-1,; EL.I I ! Dll, �- NOES

TH� su,LOING! SHALL 9, PR�-Et;G,NEEREC' II.ETA:. SBi,CTURE:; o� ,..;:: A'iEA:

SHOW!\, SU LDiNGS INCL,..:C'Et 5,;_!. �c er 1HE ENGlt,.;:'. 6A.RN S!-iOWt, ON TH,$ SH:G ANC" iH: WCL;,. HGus:: ShOWt, a; � �ri£ri ::.! 0'.'ERA-.: D MEN5I0NS AN[ CONSTRUCTIOt, uETAiLS MA'' VAR�' ;(., SUI, l.4A.l�U�ACTu"!:':!::'S STANDARC DC:SIG"-.

2 iHc EUILDING5 SHAL:. i:� O�S!GNE!J AN!: FA6RtCAT::I) ACCORD!NG W Ai$;:'. AN,.

AISI LATcS• SPEC1F1:::/.:TICNE. :HE �IMENSIONA:. TCLERAIJCE� A.FFU:::ASLE TO ROL:

FOR�• SiE�- UNDER HE A!$�. "sT,> '.·iOARi:' MI L:. PR.L.CTICE- SECT!OI� S'-IALL !:::

F.EOUir\£::) 1N THC FABRICAT :ON C,� Th: STEEL 8UiLDING FRAMC:S.

�. ;.. COtJ"L�TE C'ESIGt, ANl,.LYSIS SHOWING AL� CAi.C•J�TIONS re::: TH:: P. c;;r fqA�!ES , C:l'iiS , FlJRLlt. :; , ;..rs: >.- BRA:ING F'Oi': WIND AN[; SEISM::;- LOA!JS ANC. � Ll<YOVi Or 1'.NCHOR SOL r: At;C :,:;rl::f:. EMS::ODa:D ITEMS SHAL_ BE SU81,CITTC:V tO:' REViEW SHOWING TH� M..,,!\. it.EME5,5, TYPICAL CONNECT IONS (BOLT HOLES A:..C

WELC'S) • . ANC ERECTION DRAWING:.

4. THE BUILDINGS SHALL B� DES'GN!:!) TO SUPPORT ALL MECHANICAL AND

ELECTRICAL EOUIPMEtfi INCL\JDIN:; HEATERS . scR1�:KLE�S, EXHAUST SYSiH!S, AND ALL o�i;rn C>EVICES ADC IT, ONAl G!RTS CR PURUNS SHAL� BE PLACED IN CONVrn:ENT LOC.e.TIONS tOR SLIF''Of;.i AND ATTACl·U,tENT 0• ALL MECHANICA� ANO

ELECTRICAL EOUIF-MENT.

5. ANCHOR BOLTS, CONCP.ITE F :lUNDATiONS, SLABS ON GRADE. AND SLAB CONTROL JOINT LAYOUT SHALL E� C.ESIGNED BY t. STRUCTURA•. E NGINEEP REG•STERED IN THE: STATE o, N[VADA ANO ENGAGED BY THE cor�TRAC,OR FOR THE LOADS FURNISHEO BY THE 11.CTA,. 9Ll!LDING �ANUF'AC1UREF<. CONCRET::

tOUNDATIONS SHALL BE DESIGN['.; 5ASED ON THE LATEST ACI SP£Clr1CATIONS AND THC: RECOMMENDAT:ONS II� THE ATTA;:'.H£0 GEOi[CHNICAL REPORT FURNISHW BY

THE GOVERNMENT. THE ANCHO� 80L1 DESIGN SHA!..L INCLUDE EM8EOMENT DEPTHS

ANCHOR BOLTS SHALL HAVE LEV:LING NUTS AT ALL rRAME COLUMNS. ANCHOR BOLTS SHALL BE FURNISHED BY iHE: CONTRACTOR.

E, UNLESS CROSS BRIICING IS USED 10 TAKE LATERAL LOADS, LOAD T�STS ON

MITAL PANEL WALLS AND ROOF �!US- BE SUBMtTTED WHERE iHESE ARE USED l>S

A DIAPHRAGM.

CONCRCTE NCTES

ALLOWA2LE SOIL BEAR ll�G PRESSURE = 2500 PSr

FLOOR PLAN 2 . UNDER All FLOOR SLA.9S ('�1 GROUND, PLACE A 4 " THICK GRAVEl PAD, lt:STAL!..ED ACCORDING TO SEC::O'I C'2�22 OF THE SPECl!"ICAT!ONS.

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_..s: DOOR & rRAM�

EAST ELEVAT ION

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DESIGN LOADS

1 . LOAD COtJ.BINATIONS SHALL EE IN ACCORDANCE WITH THE '27 uec.

2. WIND LOAD: 80 MPH, EXPOSURE C

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SNOW LOADS:

UNIFORM ROOF SNOW LOAD, Pf s 21.

[AV( SNOW LOAD s 48 PSF

UNBALANCED SNOW LOAD = 30 PS,

SEISMIC: ZONE 3

STORAGE LOf"T LIVE LOAD: 1 25 PS, PSF

3. �•INIMUM COMPRESSIVE STRENGTI-!, f'� = 4000 PSI C 28 DAYS

I.. REINFORCING SHALL CON,Ofcll TO THE REOUtREMEN:S OF ASiM A6 1 5, GRADE 60 , WElDED WIRE FABRIC SHA�. CONF'ORM TO ASTM A1 es AND BE PROViDEC It.

FLAT SHEDS.

�. lAP SPLICES OR EMS EDME�!T LENGTHS SHALL CONFORM TO ACI 3 1 8-99, 6 . UNLESS OTHERWISE NOTED, CONCRETE COVER OVER STEEL RE INFO-RCING SHALL

CONFORM TO THE MINIMUMS RE::OUIRED BY AC! 31 8-9\?.

7 . FA8RICIITION OF R(INFORCI�� STEEL SHALL BE IN A�CORDANCE WITH THE

DETAr_s Ce AC I 3 1 5- 1?9 .

e . Al..� SlAB REENTRAN, CORN:RS SHALL HAVE (n- #4 x 4'-0" BAR AT 45· TO THE CCRNER, UNi.ESS THERE I�. I< JOINT COMING Off' iHC: REENTRANT CORNER.

S, Alt SLAB EDGES SHALL 8t CHAMFERED 1 /2" ON EXPOSED CORNERS UNLESS

\.. CLEAR HEIGHi FROM

FINISHED CONC. SLAB

TO ROOF STRUCTURE

NOTED OTHERWISE.

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MCTAL RDOrl'l� TO MATCH nRt SlAllON ROOrlllc;

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SCALE OF FEET

NOT£: DRAWING SCALES (INDICAT£0 Al INOMDUAI. SE::TION Tm.£S) AAE roll rvu.

512£ (22"x:l,4") PLOTS. USE GAAl'HIC SCALES ro11 REOUC(O �IZt RE?RODUC'TIO'!S, ·,_ 48"" �5• AL UM.

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ALL WOR K SHOWN ON THIS SHEET

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