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HomeMy WebLinkAboutBIN A-2 PERMIT 6069 4Ir'(..,.....'.., , v .;:r'.',,:., ":': ',.' " ,t r . , .,. . . ' . .-'; .. ..., ~"., . .'\~: ~. ~'. . , ". f~>i~.~: ...' . 'I.' . f" , :.4 .,-: ~"l ;: ~ ," \ . .. ~,t. . " " '" I' /' ~\, 1, ;.;,..;.. ';, " I.'; : :'; .. '\ ;_:,.., I ':/ ,'::,i. ){, .", .j t:~~I' \. r .; .\~', 'or' ::~~l 'f . ~., ~ . . :'. ',,'- ~ .'-;' 0,' . ~ ',;~!'. t,'"'.,') '~'O' , ;(':\..' 'S:..... ~::;.. ~~ t r . >>. ~ :', .;,::.~. \. ,t .,.;.;t/:"I,~~' ..' t''' ',' .. "',; ~ , }' , ,'.,-> ~:. . .,:.;';;" .' . ..' . ": .. . < ,:.~., '. " . ~):(. . . .....'l1*Ir..n~~...~~~~~'~~~i~iWW',-r<r.I.l~~~~~~iorr. " ..,' . ~ , '. \...:\ ,- .- <' ' . . . I ; , , t/ ' 'I' ,. 6. GENERAL I 6.1 COtftlltuOOS STRIP FOOTING AND SPREAD FOOTINGS }.RB DESIGNED WITH Alf ALLOWABLB SOIL PRBSSORB OP 2000 PSP. 6.2 ALL PILL mroER SLABS AND romrDATIONS SHALL BB COHPACTBD TO 95' OP MAXIMUM DENSITY(!<<>DIFIKD PROCTER TIlST) U OPTIHOH !<<>ISTORK COlfl'Blfi'. 6.3 PROOi' ROLL ALL BUSTlHG GRADB AS RBQUIRBD. 6.4. PRBCAST LIHTIlLS I RBFER TO TABLB roR PRBCAST LlltTBLS 6.5 GENERAL/BUILDING CONTRACTOR SHALL VERI" LOCATIOH Oi' ALL MECBAHlCAL LINES PRIOR TO CASTIHG i'OONDATIOH OR PROVIDB PROTECTIONS AROOHD LINES AS REQOBSTIlD 6.6 THIl CONTRACTOR SHALL COORDlHATIl THIl LOCATIOH OP INSERTS, WELD PLATIlS AND ALL OTHER ITEMS TO BB EMBEDDED lH THB CONCRBTIl AS ~IRBD BY OTHER TRADES 6.1 THB COHTRACTOR SHALL BB RBSPOIiSIBLB roR CHECUHG AND COORDIHATIHG THE DIMEIIlSIONS AND DRAWINGS Oi' ALL TRADES. ALL STRUCTURAL OPBlIUlGS, THIlIR SUB AND EXACT LOCATION, An'BCTIlD BY MECBAHlCAL, ELBCTRlCAL, PLUMBING AlfD O'l'BER TRADB EQUIPMEH'l', SHALL BB VERUIED BBroRE PROCEEDING VI'l'B THIl STRUC'l'llRAL WORK AlTBCTBD 6.8 AllY CONn.ICT BE'l'WBEN THB DRAWINGS AlID/OR SPECUlCATIONS SHALL BB BROOGB'l TO THE A1'TElfi'IOIl OF THB EBGINEBR BKroRE l'ROCEKDUlG WITS THB WORK 6. 9 TBlI STRUCTURAL IHTIlGRITY OP THE BUILDING SHOW OH THESB PLAHS IS BASED Ul'OII COHPLB'lIOH ACCORDING TO PLAHS AND SPBCIPlCATIONS. STRUC'l'ORAL MEMBERS ARB HO'r SKU' SUPl'OR'lIHG DUlUHG COliSTRUCTIOH AND WILL REQUIRE TIlMPORARY BRACING OHTIL PBRMAHBHTLY An'IUD TO STRUcrvRl!: AS DIRBCTIlD.. THB STRUCTURAL KHOIDER ASSUHBS DO LIABLITY FOR TBlI STRUCTORK DORIHG COIllSTROC'lIOH, OHLBSS THB COlISTRUC'lIOH METHODS AND BRACING ARB llfCLQDED lH PLAHS AND SPBCIi'ICA'lIOIllS, OR HERBBY SUPERVISED BY THE STRUC'l'ORAL KNGllfUR. NO CBAHGES TO THBSB PLAHS AND SPBCIi'ICATIOHS ARB TO BB MADB UHLBSS WlU'l"l'lU' PBIUUSSIOH J'RON THE EllGnaKR OF RECORD IS OBTAlDD. STROC1~RAL N~rRSI DBSIGli AND MATERIAL CRl'l'RRIAI THB STRUCTURE HAS BKRN DESIGNED lli ACCORDANCE WITH 'l'llB CURRENT EDITION Oi'THE STANDARD BUILDIHG CODE(SBC), ABD THB AMERICAN NAUONAL STAHDARDS .MSI A 58.1, 1982. ALL WORK IS TO BB PBRFORMED PBR CH. 1205 Oi' SBC, ABD OTHER APPLlCABLB CHAPTERS. DESIGli LOADSI FLOOR LIVE LOADI 100 PSi' ROOL.LlVE LOAD I 2~_ rfiDnn~ 100 MFH -~ 1. CODES I d'" r:-r- STANDARD BUILDING COOK CURREtft EDITION 1. 2 BUILDING CODB RBQUIRBHBHTS roR RBINroRCED COHCRBTIl (ACI 318-89) 1.3 AMERICAN SOCIETY Oli' CIVIL BHOIDERS K1NlMUM DESIGli LOADS roR BUILDINGS AND O'l'BER STRUC'l'URBS (ASCB-88) _______ - __ '\ 2. SOILS I ~ MllilMUM ALLOWABLB SOIL PRBSSORB I 2000 PSP , 3. COHCRBTIlI 3.1 CONClUlTIl COHPRBSSIVE STRBHG'l'll AT 28 DAYSI 3000 PSI, (HORMAL WEIGHT) 3.2 lUlllfFORCIHG BARSI AS'l'lt A615 GR 40, " ,. 40,000 PSI 3.3 WELDED WIRE FABRIC. ASTN Al8S, " ,. 65,0000 PSI 3.4 DBTAIL RBlHi'ORCBMElR llf ACCORDAlllCE WITS ACI 815 3.~) CONCRBTB COVER roR RBIlfFORCEHBtft. FOOTING. 3- BOTTON ABD SIDES, BBAHS AND C.'OLUHHSI 1 - 1/2-, i'ILLED CELLS AND SLAB OH GRADB I CEliTBRED 3.6 SLAB ON GRADR(IHCWDING EITERIOR AND WALl[ AND DRIVE SLABS) .- THICK, RBIlIlroRCBD WITS 6 I 6, 10 I 10 WWi'. PIBER MESH MAY BB USED IH LIEU OP WWi' Ul'ON OBTAllUHG PBPJUSSIOII Oi' ENGINEER 3.1 CONClUlTIIIlG OPBRATIOHS SHALL COHPLY WITS ACI S'l'AHDARDS 3.8 LAP SPLICES SHALL BB AS FOLLOWSI f 5 BARI 25-, '1 BARI 35-(MIN. LAP 40 X BAR DIA) 3. 9 .MCSOR BOLTS I AS'l'H 301 OR ASTH A-36, " ,. 36,000 PSI " ;) \)'- \)~~. r M\~ ,,\..~ l q~ It tf\i);,.J DM\) \?\....- v. f ,\'1 ~ C I t i Ot..O ll'~ A\\l \\, *' tf 3 0 (,.0 \)\\" ~ ~ \1 t \ 0 r1't'\{" \U~(;W\. C/ (p C>~ 4 , MASONRYI ".1 DESIGlI AND CONSTRUCTION SHALL COMPLY WI'I'B TBB SPBCIPlCATIONS Oi' THB RATIONAL COIllCRBTIl MASONRY ASSOCIATIOH AND ACI 530 4.2 ROLLOW LOAD-BBARING CONClUlTIl MASONRY OHITS SHALL BB IN ACCORDANCE WI'l'8 AS'l'lt C30, TYPE 1, GRADB N ". 3 MORTAR roR MASONRY SHALL MEBT THE RBQUIRBMEHTS Oi' AS'l'lt C27 0, TYPE S ".4 ALL BLOCK CHLLS AND CAVITIES BELOW GRADE SHALL BB i'ILLED WI'l'll CONClUlTIl " , 5 CORNER BARS SHALL B~ PROVIDED AT ALL BEAK CORNERS .MD SHALL HAVE A K1HIHOH LEG OP 2' - 0- IH LEHO'l'll OHUSS CONDITIONS LIMIT THIS LBHG'l'lI 4.6 A KHOCK-'OOT BOLB IS TO BB PROVIDBD AT THE BOTTOM OP EACH CONCRBTIl i'ILLED CELL LOCATIOll 011 THE INS lOB FACE OP THB WALL TO ENSORB THAT THE CELL IS TO MATCH 'l'llB BLOCK AFTER THB CELL IS FILLED 4.1 UNLESS OTHERWISE 1II0000D, PROVIDE ONE t5 BAR AROUND ALL WINDOW AND DOOR OPBHINGS 5. WOODf s:-r- WOOD FRAMING Ml!MBERS I t2 SOUTHBRI':I YELLOW PINE (OlfLBSS HOTIlD OTRBRWISB), WITH A MINIHUH BENDING STRBSS(Ii'B) .. 1250 PSI AND A MODULUS Oi' BLASTICITY ,. 1,600,000 PSI 5,2 ALL U.roSED WOOD OR WOOD III CONTACT WITH BARTS OR COHCRETB SHALL BB PRBSSURE TREATED 5.3 ROQP SHEATHING I 15/32- C-D GRADB PLYWOOD(OR 1/16 OSB) mroEa 30' FELT mroER Hot FIBERGLASS SBIHGLBS, IDlLBSS OTHERWISE IlfDlCATED 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 SHALL BE PROVIDBD AT BBARING LOCATIONS WITHOUT WOODBN TOP PLATES cB CD~ ~_7!OI' - o . I " .... " ... OQ . I .... ...... I J --1__ , .~ . >:J~.f~ ~ N~ ~ / ~I \. ~/71~ / I' !: \?'\)/"6/ 'G> I I 1/' \. I ,-0 IF *: o :1 ~ # "- \ ,,, ~~ ~ @~~~ ~~o/N \. , .\ I ( . ,,~^' ' ~ .~ -------.... ,;t ~~ ~ fl ./. ) -^::- ./ ~ " "-.. /\ ~y ~v '-..'. . ~ 4.'~ ro ~ 7 r;o. 9' 1''' 'rJ n - ;t> -~- ~. ~~ ~~ 3~.-o~ )/ I'~J ~ ,1; ~ ~ \0 JD(S o ,0 '<f " lL ~ "I I .J"' ('l) ,> i ~ " ~., vi' ~) ~7 ~~~. \rJ ',~ -:;} ..~ <Y ~ '<J ~ 'f> ~ 1:r ,,0 '& ---r- ., !'.j ~ =;:;;-li-:=--='~. · / ~O S;\ I ~f'l'''^' I /,~ , _,# 11 .v )/N. jj-~ ~...'" ~-.: '." ~J -~-(}J '7 \~\l ~ It,~ 2. 7'- 8,1 ._.~ . --.,.---..~-.-----~-----.~-- 10'-O"m " ~ \ \ ""~_ ?- . ~ 'f l~_ ~T : <n ., ~ .,... , -4 ,~ ~. eft? . ".__.__ ~...Z~L~l~it~~. '~yZ,~-2- 7:'''''' . +~.. ' I/.'t" G' ~ -.J ---- J 3'- 6" "-'~---- _.....-..-__.._-,--~ ------ -~_...~....~_..._..- ... i. SCHEDULE OF LINTELS SYMBOL SIZE UNIFORM SAFB LOAD/FT A_..______._.___.._.J-!--6-'-'------.--.----5--l- 2{}----fjB~ .; _.B-,..H....__.... .4--I_&~L_- 4-&l5-~ . 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":,-: ...~.:-""....,lj Ii~ :.1:..\ 4''Ot'..~ /1' <:.t.. ~ '1 ~ Sl' ~ A~ t.;.l i:: :~~.r:~,~}( r,!:. ~ 'Jj J'~\ .~~ \ . ~ ~ (.;; l:'~ ':;,..;{j' ",>;,1. ,f ,1k~ ,-'" ~ ~~ .' -.." t f . .,,<; ,:"-,,,-\ ,'""" ..<:!.;1': :;' "I:< 'of . i L Ii " ~'~'.'-' tj (j 1:-'~( r",~ ; ~~.;" ~~ ~l; <t):-r ~'f.i.\: fuo'i ..J ' , >"'-~_'" i' "__. ....,._::'LA._'~~.::.J..~'~____>a_c:u:-..l..1I.~-~"";;'O.~...... lot.o(~..Uj.:.~--.........-,--~_. .~, , I BE>3BY CERTIFY ! AND 1 OL"ND IT TO BUILl E1 CODE. THAT I HAVE REVIEWED THE DESIGN OF THIS BUILDING BB IN COMPLIANCE WITH SECTION 1205 OF STANDARD ~ I ~~ ~ 6 ~ 1?l.~g9. 0727) - \HD~1-CI;:rr !Sfl T't:JTJ.p2&~RR'n.'5~.brf \', A' . . , ' . . '.. _1.Q1~lft'TTJr ,ffil~rdl.Tf~rll,~J~ 1~_~nlJfJnd(r "11'. ~ '. ) n(rr r,m1''::fW l') -~~.rw'~.ll] '."/':""~~':r',~'.f(" " ',\c,'.' -"1 .,~~. ;;"',' , ' , . ~., <.:._' '. . ',";'1'( \ \ "", " ' ~!'" . ", '~ :' { .'" "t..' ,. i. ,. .'; .'~i. ",~.:,~':'. (r'.~-;:' 'l 'r.. rm,~, iLi I " " ".,..~... ,', ~,- . _.J) ..~. 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