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<br />6.
<br />
<br />GENERAL I
<br />6.1 COtftlltuOOS STRIP FOOTING AND SPREAD FOOTINGS }.RB DESIGNED WITH Alf ALLOWABLB SOIL
<br />PRBSSORB OP 2000 PSP.
<br />6.2 ALL PILL mroER SLABS AND romrDATIONS SHALL BB COHPACTBD TO 95' OP MAXIMUM
<br />DENSITY(!<<>DIFIKD PROCTER TIlST) U OPTIHOH !<<>ISTORK COlfl'Blfi'.
<br />6.3 PROOi' ROLL ALL BUSTlHG GRADB AS RBQUIRBD.
<br />6.4. PRBCAST LIHTIlLS I RBFER TO TABLB roR PRBCAST LlltTBLS
<br />6.5 GENERAL/BUILDING CONTRACTOR SHALL VERI" LOCATIOH Oi' ALL MECBAHlCAL LINES PRIOR TO
<br />CASTIHG i'OONDATIOH OR PROVIDB PROTECTIONS AROOHD LINES AS REQOBSTIlD
<br />6.6 THIl CONTRACTOR SHALL COORDlHATIl THIl LOCATIOH OP INSERTS, WELD PLATIlS AND ALL OTHER
<br />ITEMS TO BB EMBEDDED lH THB CONCRBTIl AS ~IRBD BY OTHER TRADES
<br />6.1 THB COHTRACTOR SHALL BB RBSPOIiSIBLB roR CHECUHG AND COORDIHATIHG THE DIMEIIlSIONS AND
<br />DRAWINGS Oi' ALL TRADES. ALL STRUCTURAL OPBlIUlGS, THIlIR SUB AND EXACT LOCATION,
<br />An'BCTIlD BY MECBAHlCAL, ELBCTRlCAL, PLUMBING AlfD O'l'BER TRADB EQUIPMEH'l', SHALL BB
<br />VERUIED BBroRE PROCEEDING VI'l'B THIl STRUC'l'llRAL WORK AlTBCTBD
<br />6.8 AllY CONn.ICT BE'l'WBEN THB DRAWINGS AlID/OR SPECUlCATIONS SHALL BB BROOGB'l TO THE
<br />A1'TElfi'IOIl OF THB EBGINEBR BKroRE l'ROCEKDUlG WITS THB WORK
<br />6. 9 TBlI STRUCTURAL IHTIlGRITY OP THE BUILDING SHOW OH THESB PLAHS IS BASED Ul'OII COHPLB'lIOH
<br />ACCORDING TO PLAHS AND SPBCIPlCATIONS. STRUC'l'ORAL MEMBERS ARB HO'r SKU' SUPl'OR'lIHG
<br />DUlUHG COliSTRUCTIOH AND WILL REQUIRE TIlMPORARY BRACING OHTIL PBRMAHBHTLY An'IUD TO
<br />STRUcrvRl!: AS DIRBCTIlD.. THB STRUCTURAL KHOIDER ASSUHBS DO LIABLITY FOR TBlI STRUCTORK
<br />DORIHG COIllSTROC'lIOH, OHLBSS THB COlISTRUC'lIOH METHODS AND BRACING ARB llfCLQDED lH PLAHS
<br />AND SPBCIi'ICA'lIOIllS, OR HERBBY SUPERVISED BY THE STRUC'l'ORAL KNGllfUR. NO CBAHGES TO
<br />THBSB PLAHS AND SPBCIi'ICATIOHS ARB TO BB MADB UHLBSS WlU'l"l'lU' PBIUUSSIOH J'RON THE
<br />EllGnaKR OF RECORD IS OBTAlDD.
<br />
<br />STROC1~RAL N~rRSI
<br />
<br />DBSIGli AND MATERIAL CRl'l'RRIAI THB STRUCTURE HAS BKRN DESIGNED lli ACCORDANCE WITH 'l'llB CURRENT EDITION
<br />Oi'THE STANDARD BUILDIHG CODE(SBC), ABD THB AMERICAN NAUONAL STAHDARDS .MSI A 58.1, 1982. ALL WORK
<br />IS TO BB PBRFORMED PBR CH. 1205 Oi' SBC, ABD OTHER APPLlCABLB CHAPTERS.
<br />
<br />DESIGli LOADSI
<br />FLOOR LIVE LOADI 100 PSi'
<br />ROOL.LlVE LOAD I 2~_
<br />rfiDnn~ 100 MFH -~
<br />
<br />1. CODES I d'"
<br />r:-r- STANDARD BUILDING COOK CURREtft EDITION
<br />1. 2 BUILDING CODB RBQUIRBHBHTS roR RBINroRCED COHCRBTIl (ACI 318-89)
<br />1.3 AMERICAN SOCIETY Oli' CIVIL BHOIDERS K1NlMUM DESIGli LOADS roR BUILDINGS AND O'l'BER
<br />STRUC'l'URBS (ASCB-88) _______ - __ '\
<br />
<br />2. SOILS I
<br />~ MllilMUM ALLOWABLB SOIL PRBSSORB I 2000 PSP
<br />
<br />
<br />, 3. COHCRBTIlI
<br />3.1 CONClUlTIl COHPRBSSIVE STRBHG'l'll AT 28 DAYSI 3000 PSI, (HORMAL WEIGHT)
<br />3.2 lUlllfFORCIHG BARSI AS'l'lt A615 GR 40, " ,. 40,000 PSI
<br />3.3 WELDED WIRE FABRIC. ASTN Al8S, " ,. 65,0000 PSI
<br />3.4 DBTAIL RBlHi'ORCBMElR llf ACCORDAlllCE WITS ACI 815
<br />3.~) CONCRBTB COVER roR RBIlfFORCEHBtft. FOOTING. 3- BOTTON ABD SIDES, BBAHS AND C.'OLUHHSI
<br />1 - 1/2-, i'ILLED CELLS AND SLAB OH GRADB I CEliTBRED
<br />3.6 SLAB ON GRADR(IHCWDING EITERIOR AND WALl[ AND DRIVE SLABS) .- THICK, RBIlIlroRCBD WITS
<br />6 I 6, 10 I 10 WWi'. PIBER MESH MAY BB USED IH LIEU OP WWi' Ul'ON OBTAllUHG PBPJUSSIOII
<br />Oi' ENGINEER
<br />3.1 CONClUlTIIIlG OPBRATIOHS SHALL COHPLY WITS ACI S'l'AHDARDS
<br />3.8 LAP SPLICES SHALL BB AS FOLLOWSI f 5 BARI 25-, '1 BARI 35-(MIN. LAP 40 X BAR DIA)
<br />3. 9 .MCSOR BOLTS I AS'l'H 301 OR ASTH A-36, " ,. 36,000 PSI
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<br />4 , MASONRYI
<br />".1 DESIGlI AND CONSTRUCTION SHALL COMPLY WI'I'B TBB SPBCIPlCATIONS Oi' THB RATIONAL COIllCRBTIl
<br />MASONRY ASSOCIATIOH AND ACI 530
<br />4.2 ROLLOW LOAD-BBARING CONClUlTIl MASONRY OHITS SHALL BB IN ACCORDANCE WI'l'8 AS'l'lt C30, TYPE
<br />1, GRADB N
<br />". 3 MORTAR roR MASONRY SHALL MEBT THE RBQUIRBMEHTS Oi' AS'l'lt C27 0, TYPE S
<br />".4 ALL BLOCK CHLLS AND CAVITIES BELOW GRADE SHALL BB i'ILLED WI'l'll CONClUlTIl
<br />" , 5 CORNER BARS SHALL B~ PROVIDED AT ALL BEAK CORNERS .MD SHALL HAVE A K1HIHOH LEG OP 2' -
<br />0- IH LEHO'l'll OHUSS CONDITIONS LIMIT THIS LBHG'l'lI
<br />4.6 A KHOCK-'OOT BOLB IS TO BB PROVIDBD AT THE BOTTOM OP EACH CONCRBTIl i'ILLED CELL
<br />LOCATIOll 011 THE INS lOB FACE OP THB WALL TO ENSORB THAT THE CELL IS TO MATCH 'l'llB BLOCK
<br />AFTER THB CELL IS FILLED
<br />4.1 UNLESS OTHERWISE 1II0000D, PROVIDE ONE t5 BAR AROUND ALL WINDOW AND DOOR OPBHINGS
<br />5. WOODf
<br />s:-r- WOOD FRAMING Ml!MBERS I t2 SOUTHBRI':I YELLOW PINE (OlfLBSS HOTIlD OTRBRWISB), WITH A MINIHUH
<br />BENDING STRBSS(Ii'B) .. 1250 PSI AND A MODULUS Oi' BLASTICITY ,. 1,600,000 PSI
<br />5,2 ALL U.roSED WOOD OR WOOD III CONTACT WITH BARTS OR COHCRETB SHALL BB PRBSSURE TREATED
<br />5.3 ROQP SHEATHING I 15/32- C-D GRADB PLYWOOD(OR 1/16 OSB) mroEa 30' FELT mroER Hot
<br />FIBERGLASS SBIHGLBS, IDlLBSS OTHERWISE IlfDlCATED
<br />5 , 4 Oli'l'RBATED WOOD SHALL IIIO'l BE llf DIRBCT COHTAC'l WI'l'lI CONCRBTIl OR BARXR. SEAr PLA'l'B S
<br />SHALL BE PROVIDBD AT BBARING LOCATIONS WITHOUT WOODBN TOP PLATES
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<br />F 4'-0" 6406 LBS
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