Loading...
Plans (4) �. Q V o�d J z.. `7.3 OFFICE COPY SL•,...,---- 2 NOTES: .c,,,..,\....,....._:.......„7/%. NOTES: -.�. CLASS B TENSION SPLICE LENGTHS _ COMP.BARS •2ds •"�.. r I. 4 Y.4-WI.4 X in 9 WWF AA, r I. LAP PER G.S.N.(24"MIN.) I CONC.PSI f C-2,500 PSI FC=4,000 PSi 1 fC=5,000 PSI ( ,', OR j4 AT 12`DE -TYPICAL TC=3,800 Psi AND HIGHER ! fC="� GENERAL STRUCTURAL NOTES e 00 2. FIRM UNDISTURBED SOIL OR 1E spires 06/30,21 2. 70p CE WALL FOOTING. COMPACTED BASE. PIPE THP,U STEM WALL AS BAR RCLASS2I TOP REGULAR TOP REGULAR TOP STD /SPITENCLOSED P..i uacs,Nolte ODER..w EhM;AD.DRAWINGS a1 r TECH STRUCTURAL,LLC 3. RPE OR CONDUIT. 3 - I 1 OCCURS-SEE TYPICAL LOCATION CLASS CLASS CLASS CLASS j CLASS CLASS -LAP W/SPIRAL 4. TYPICAL Si AB THICKNESS. ' (2) (3) .-.- ,_.(1) DETAIL. I-_.512E -"t-----'--'-- HES MUM cm2: / E' 4. RETURN TO FOOTING ! Nucr:r.'Eng f ar_,Co, DST:s •.MIH THICKNESS AS SHOWN ON03 24" I 31" 19" 24" 1 17" 22 l 12" 12" 2019 EW0a1 Cf WE CR1Va1 SPEUAL SIPJ_1.RAL CV( 3790 S St Co%r EN. I. PLAN. -.__._-_- ,.__ -_._._.... _-_.-_- -_-__ - ____.-...-___ TNAWAIOIS Gaped.Arizols 8 297 H 32' I 4t 25" 33" , 23' 29" 15' 12' 01 .(6(TI 10 5756 EPPcM f41110I$FAIL BEAR OM1 THS RC 4.NINRE]U,BONCN f'a:LNG t0 H MM1JY Y-0'MIMSW CmaA NrOQteCWSirvc.vrol..em r BOOM iW KD CRM[.AC 512 SEROUS AR:MNMJYSj.fwRSED LFAOC 5 OirNED AS IOP Of SLAB FUR 19" 14' ARMOR WINGS.DESCI SDC KARRC VA UE•1500 PSE AS MACAIEG m TABLE 10022(2019 OSSCI EOJNDADON o - 1 i'1111 E 05 1 39• i 51" 31" 41" 28" 36" G//fin/` 1,l�j(/ .(4) L---_ 1. _.-(. __.._- �. _-. ' __.. __�__ EXCAVATIONS WA.BE N,PTr t[0 6Y DTOiEGntCN ENf:VFFR FRb%•0 PLACEMENT a CONCRETE /6 4Y 61 37" 49 ' 34' 43" i 23" LEY R E C E I ED I�MIN " 1__-..I _ I__ _I CCHCPEIE (1) e i /7 69" III 89' SI' 71' 49" 63" 1 26" 20" MIIIIMLM?5 DAY STRENGTH?.000 P5 EXCEPT IS FO.:OWS (TYPE II.LINO y ',^II / 1 /8 78" -t 102' 62' I 81' I 56" 72' 30" 23" o CAGRADE re'E-0.4v 5.550E PSI ES1 JAN 21 2120 F_._.__-_ __....__ -_.-� ._._ ..�. A> 66' 115 7D" 91" I 63" 81' 34' 25' IAECNAfa41(0 YBRAIE ALL CONCRETE 101120 PLACED.EXr,E,Fi THAT SLAPS ON GRADE NEED 2B 20 I /� i BF MBRATED GIRT AP- ND UNDER-FLOOR DUCTS.ETC MANNAN SLUMP 4 1/2' rot, CONCRETE WITHOUT PL CZER. IF PLASTICIZES IS USED,A Full(0 MAL SLUMP uqr BC 1 (� /LED-� 100' 129' 79_�182• I 70' 92" I 38" 29" 4LL0WEC UPS.STRUCi PA ENGINEER'S APPROVAL CAST CLOSURE POUR AR0500 COLUMNS CITY OF TIG RD AR ` AFTER.COLUMN DUD LOAD IS APPLIED UNLESS APPROVED OTHER.%M WANG Di' i U I LD I N G D i SIG N --1-- AFTER(I,ALL CONCRETE SLABS OH SPADE SHALL BE BOUND BY CCNIROL*1100(1ETEC LL. F`/ r1 ISO" 143'• 87" I 113' j 78" 102"t 42" 32' SAW art).SUCH THAT ME ENCLOSED AREA DOES NOT EXCEED 225 5a14r1 FEET. 011,90 �_i CTA %,I F� •__(3) i -1- - l N YtRO SAN E Nall ONLY OCCOR A T EXPOY0 ELK{_(HAW POLPR.G.ALL 011ER SITS _ ��• NOTE'_ N r -. - _ I SABIR,PROPOSED LOCATIONS FOP ARPROVAL POOR TO '> `\`�_.(3) D=2'-U"MAY.IML4A. H:f Fl ANT 8,1 AJTAL BARS-FC.;ED SU MAT M+.E MAN 17 OF PRE514 CENST81090: ,T N FLIT i 15 CAST N THE ME4O78X2:518 THE FEH10OICE1ENT. i`r. 0) 6' . 7111(000 1,ITIS OIHERYASE,ICC 101(ES w CONCRETE 11.085.SLABS AN0 WALLS EARTHWORK: MIN ..TALL 1-0 CLASS T.IENS9C6 S,LICEE.CONCRETE=AD=S SHALL USE CGMPRESSICT LAP SPLICES 5 ,1,7A•T STRUCTURAL ENGINEER.IF CENTER-TO CENTER SPACING or REINFORCNG 5 PCMUSE:PREP SIX INCHES OR MORIG E commun.ROOTS GRASS AND ORGANIC MATERIAL ANDL LESS'.All OP EQUAL TO 3 BAN DIAMETERS 03x5 Cl 20.CLEAR 1PAGIF BETWEEN BAR'S. (45PCY5E SFr ME DIE.EXCAVATE AND STOCKPILE.SCARY'1 THE CCMPACT EXPOSED (-1) (HERE:REAR COVER cob:MJLT:KY'EN:'0N LAR SPLICE BY 1.5 SUB-GRADE FOR A DEPT51 10 T2 RICHES.ROM LR'FILL USING STOCKPILED MATERIAL ANU(OR (r' D. SY All ICTS 111/57 BE 8101,CUNLAST APPROVEMATER'AL W1i 0 PLASTICITY8 i C. MA DL.RACK LAYER COMPACTING `J UCH L ER TO 95 P00(04T Cl A.114 C 59 £011001091N COMPACTION OF E1.1 FALL 15 L- T}PICAL STEP INCONCRETE FOOTING EXTEND.A MeeMUM Of FEET BEYOND THE BUILDING L ES THE EAPIHNOR SHALL BE DONE G7 SLEEVE FOR PIPE AT SLAB U4 ,I LAP SCHEDULE FOR RE/NFORGYNC STEEL UNDER THE 5 WERw90M1 OF SONS E:u TER RETAINED B UP UNP .OR WHO SHALE y„ NO'CAL' NO SCALE NG C.AIE '.TRIP R K SPEOF1 TO IS FOP MC S IPPJTI C 5L.E .I GRADE AND FOR II E(00JT101 L_ c_-_,K Y)>,SV 011110 THE(5(0)40(11 SHALL 8(0045 ALL SDSU,ABLE SOIL A,DIRECTED BY 140 --- SON LOOKER ( } STRUCTURAL STEEL I (-:' 4:SI1Y'r81*STEEL 51, 1 et 1Y 03 T. NI-' f DUEL..AW<E N-RTES SIML. (2x11) 3 ASTM (EL.35 LSI (NNE C lei'k FF Xa l PILE Mt SNAIL BE $M DSII NO10$ NQ? N;?TES. f-TF 1.41 DR ASTM A50 N L CX'S RMF F I - NSI >IT NL RASES m WAR r _'> E 0,01 COMECTDNS 8406(01 FRAMES 4 ADM UM9M3 N^RE SRM.91 ry TA XS STEED.ALL NBC 511(0 ,- 1 1. GORIER BARS SAME SIZE MAXIMUM SLOPE BETWEEN f •r'��� SHALL N LEN A•pp(Ey o si ALL N,LLA 5h1._BE A•05 A,D UNLESS NOTED DITEPM3.AIL 1� () 1 LAP-SEE G CSI 8008 0 h PEP RIS A!•:. LLE INSON AND 0 Y ,S TO HAVE I C C.5.(1:TOR �� ANp SPACING AS HORIZa:TAL BOTTOM OF FOOTINGS SHALL -� '- -' 2 MAXIMUM 1(5 LAP LENGTH NARm.NN N1a1 nIS14LLICE IVES P✓.E u MIS ANCHOR BOLTS,LXPAxva:Bels Fre REHMIRMIC _ F.EDIIORCING. LAP PER G.S.N. BE 30 DECREES. STEP 5NA!E&r INSTALLED WIN S1RL WASHERS A?FAK OF N]DD Da AT SL•IE AVIS IN 51221 SECTIONS. ..."'......".....7-- - f FaJ'INGS ILLEET:ST. PL�F BAR OFFSET EU'NOT MOPE iNA"J E` (4'MINMIUN}. AS REWIRED- 3. PARE LEES. ILL Hal 51N.GiN 6aiwG HALL Bt 910 CLE a AN x.1(0 D10I E 5[R rmv. Alt 20000E (f� 1 SHILL 9E E4 OfaxO BY r434 43,3 KO.;V LN CEP11fIC TE US 4N - Ek 9011 01 K I 2. ALTERNATE TEMD. 1 SEE TYPICAL DETAIL. 4 4 19 TI• 3d FO) LEE 0 WIW 11 11 UN 11 00911 9,DR NI'1 E 0.1 F[ARS 4L B Nita 0NEC STJ INCEPTED �(" �J_ (1)_ �- - - 3. CONCRETE STEM WALL OP. 2. BOTTOM Of CONCRETE _ (-{ J 5 RAD,JS=36 FOR BARS NDT TES. ASI:,'. ALL'rami Me.B 170 sE OW WOROaN RODS 10411.01 NOTED D1MEIMSE. FDF' -1 iCYJT!JG. FOOTING. -_f-_• fj01*f6.M FOR 119./'G Matt FD R4ROWNIC BARS.I:i Loo siR!E'_ A.I.Ki1HG PEP LATEST 4M_Rr2N NE1d.SWEET 0-S AND I BARS,5d F?: 4 STANDARDS,(CCE T HEM JA S AM ST CRIERS W L!OWI.111 SJ STAN TRY) TES[C'AW"N.,S (/ 4. F.EINf ORCINS PER PLANS AND - jT P j1 ix,la.D TNOKH 8[10022 NNr M TLD LNLDS 'I I I '•� /090S81. Cyd hri SPi;YF AND j 8 BARS. f1I 5,21.... . BARS EACH TACE WHERE OCCURS. T 1. 4d ( 1/1 MINILILINO (3) SPLICE DETAIL BAR CLEARANCE T. 12d 9D DEGREE Hcrat:l. ASIR a tT 66 AK)DUD/DLO SA. FCR Au EARS ASL w a PEww4 o et AEID:D (5)-,'III II `(1) `(4) YE 13(3 MINMUM). SHR_L ID ASTM A.a yaw,TRITE F r PTT .LEN 00 WPB PER A.5111 17. Y0 T C.YELIRNC Jr (6) 9 13:DEGREE REND. PEI...A N;EARS MLORE INr•rO T RENEW OF PIJD.ED.RE WT THE UCT0.1[NCR EER _ 10. BFri AROUND 1 1? 4 RN :ARE.AG owl.'M9 DELNINA 1UA,WRITCATM CONCRETE IT(S X-..EW or .JAL. Y% .1-(5) 1` 0��. 159 j3 4465.BEND AROUND CAST 4CRnT AND PERMANENT,...SE'0 EARTH - • 'd'- '1-- 2'4 PIN FOR j4 BARS.BEND EP='O FARM T K TRIER leNvw (1) CORNER 1_45) i j _l._J-? ABOUND //2.:/PI FOR(�, IS F LATEST --- .ie l u L T 450--N : BARS. 15 AND 101155WALLED - I TILT ... _ • - ___ ALL 01501 I1R LATEST NATO,Cl AC'118. t - - /^(2) } 11 -PRICP APTR'yAL M I 1 BE - `- 4- .� t7VE BY OU :BFI E n ALLOW ,..._ . (1J BEND&HOOK DETAILS (5) 1905:C N A r SPU%[. gaENLgG CONSWICION AIO LATERAL STgiNk -_ _ - - L 12 13.,DEGREE BENT ARGUND 0EPTI.'01 / 'i. - (B\`.r , i(B) ME STRUCTURAL ARgIIEl fi. 1 ELVES ARE Tal-SELF PI OR.42110.)041 LATERAL 1(111 ....-- • / 0.T FN [AFI OMATF OR>a.ARE CANTED B Mr ROS t1J)P OAPrtAGIS i0 1K lAIERN \ / �'� ,SRN CER WNW,5 0 UN Lk lw VADAT:a CONE 'MENU _0131 AS BEAMS .__ (S) I I •E,,,.', y1.s IN PLACE,THE CONTRACTOR.HALAL i JM A UCEr SED STNJC LM ENGINEERIMO SHALL REACSIKADENCINC GE CONS...KT,.MESE SUDO,RELENTS ARE FNET i \\\\ ( ^-:y fr'" /] `{- is F 1EW(P 503RNG/BP CR.E KOMIED AM DIAL(TWA 1 5 TEMPORARY i,PIISTOIIIII: (4)---"-- 4)_/ �. •\..• (3) I .i iI I f, :',%I Ov �Cy INF v SNAN. THE"00 110 1 CNG 1-_LEY O,:RFL s@•, ELENTI.rs FW �__ .-_ ..__.. _.. 1 1 (4) • MULE: (9) �_ (9)--I: I { 12 NCR C�Dri NS KPB FR xa.A l IND P ACH NAM F,RAI DESID..RrN M Fµ (J- II II () � FOR ADDITIONAL INFORMATION, ___ 1.____iJ / ) Y!I- SEE PLANS AND DETAILS )1-1; �- \�•�( Nee 1 tonings Re9M•Ng Plwiq/9aaig.l Elly Slmtld Drewgr �•'�- (10)f • (10)-` 10118 F 4'. HAW BEEN 04110(10 TCR C T 5JB1•TIE.A.<?:NOT TO BE 511,5947'IOOz -.)-_ -(2)--1. CIRCULAR COLUMN/CAISSON TIES cn15Tm Y'ATONED.UNTIL 011 FLAN REAR 5 KEY CCDPYE"ED AND r:NAL*LONG G 1•EFM11 HIS ^,••-- I (8) - -- BEEN F5 E i NESE DOCUMENTS ARE TO 0 USED LCR PR10NG 94 OF SrEI ML CEDER ME _ __.... _ .... .....____..- AI�pLY -.•�.. Bd 1"Kr,, c,,,,51.18/011A1 O 1 WALL IRIA, M THE 1RO.ECT10( BJDCET AN'1A1 AND FOPCONS 0 ONS:CHANGES BEaEEN DE . & '- r. '41 ;. '1'•4 A+y$'t COLUMN TIES _BEAM STIRRUPS mr 0,1All N.IJARw3ASD ITEMS MAY ARROW1101..LITH, CONSTRICTION DOCUMENTS °•I A0.'TMl L JSWIEQfS HENS wr NOT 9E 9iCM:ox rHEI a+ W s THESE SINS CllllF.Bur ,.r''1 PLAN- CORNER REINFORCING IN CONCRETE WAL�4•;CA[t.4I EA TYPICAL MAXIMUM SLOPE BETWEEN ADJACENT FOOTINGARE NOT MEC TO DEVAIOR WE£(*1 ENT SamNNTS FLOCFN TSE SEER TO RC ICnraAL. �P 'y,�Aj(,,��((,,��T j1 O TYPICAL CONCRETE REINFORCING BAR DETAILS (41011005101 9150 u.AM ECHE SPE(IALE 1 Mikt Itt5Or TWA S Di TDP ADm1CN I>4,0110. E 0 !:G SCALE NO STALE FOP DOW OR?ER COSTS NITRITE✓p�MR0 DISCARDED ANTED.C )DOE 10WBDDNG 0R,IED.Sa.iLL p ,.,•4.,0 r,, '--- AND/OR F00T7/y.g0 ,�4 y STRUCTORAI -S 44'"°' +' F" •�•� MU 01011 9100 RUC DRAWNG5 CONTACT STRUM..111 0 110 11 f0"fl V'.P(.ITi011 Tg SCORE AND 01011:11 CI*101.5111 TO EF CAN.P.1(0 IS NOT NEAR Concrete Bninf s c ria `:s'val 6l 9005, SPECIAL INSPBOION: Bolts Installed ,,,,,,��,jT Concrete 5W 1. C.I.SLEEVE 2' Put A?';0100TER IT.SEDA;.NS-T0RCO r,RECLINED TCR THE 0D.,Da,IPMS El C:1'�I:r` irtstal1tr"T.2 in Coii r< s (6)-_, / IG'-G .1, A NO SLE THAN RPF $O)`.: '1 NO SLEEVES PERMTIED VERT BOLT HORIZ BOLT HEADED STUD W' RUMEN= Bc .\� �. I'-8 _-- 3. EY.CAVATNJrJ BELOW BOLT ITk1500 Ok H WJr CX.INLOUE DAPD 1ERA:. 4HOIE 11,) PEc ��44�ff�xi��55,, ep4Y t`'; •�T NNp!t^��Fq�s�S y � MIN THESE LINES NOT DIAMETER EMBEDMENT EMBEDMENT FILLET WELD PRO',JE ANC O• ANCHCA BOTTS CRENA ,Special I�a0:t4L+y i El 2rXi+i iY Concrete I'r '1ftV `'' ,. ,i, /1 . `7'''- PERMITTED. __- LENGTH LENGTH SIZE.-s-. AND EXPANSION BOYS PER THIS T tiM•e I:U a.+, M^�, , \`1Y?/` `/ 9. CONCRETE FILL PIPE S"1tFt AE NES NOTED CIrf.RYt$E n..l q I 1-Lc1119.x5?.Ir7 1901 / TRENCH -EY.0✓c'0' V-PLANS( UEIAI S. C4. _. TREH STI[OF SLEEVE. 1/2" 6• 4" 1�4' z. W APS Du ❑ E N Ir aaiOrCi 7t Steel&Prestressing Steel /i^,moi GAT"ANCHORS"CS 1,16`:ueT IRMO. m Aa 50-352 j/; ,,,,,,,,/, 5. 3 O NAMUR STEP 5/8" 6" 4" 5/16" W't 4.' 1 NHL er Ya n. 1 Ac.J1B / \/`, FOOTING IF NECESSARY Ak'f �� "A« wsa9"1i'° X _ ' TAP-LxaE D ID. //�S IN ORDER i MA JTAL: THCIEE, O DP(PACK CEPS NOT ec Aw•e ® - ' /�,'' 3..0"MAX HEIGHT 3�4 7" 5 5 16 APP:I 140:C EMBEDMENT 4 va l,.g '.a N:>' .- " ( All 31D Er.4.. 1aCH.2.i, s. ' Structural T Iding n) e BATF FILL P[ iC5 I a2-54 1.32,19113 j. / 7 90%DENSITY.- 7/8" 8" 6" 5/16" SEE C£14ERAI SIR YJP0,NOTES siu c ® yrA-d i (ASTM 0-698). 9I SPE BI T CO Er.FAJIaOH 0XAl I o 14.en4 - "u ._...__ .... - ING3 .. ___1.31C '3rA et -____._-__. High- irert ,ALOltlnt� j 1 1" 9" 7" 3/8" BOLE i'AM)E ANCHORS w .1 F s se MICA., 1 � ❑ - -. - 1 1/8" LED 8" E tr _-__.-.__--_}__ `,,,T.3%,, WMA.r 3 "•n __ - � a*R Zd Har anya Aa 3:fi.4.S IG 8 Structure!,�,�Lppp f� i' M4,$0flry IN l B 5 SIT 9.9 �'fp Concrete } - 1 1/4" 11' 9" """M' " IAL •P ❑ Reinforced Gyrsurn 2 m Si FACE OF WALL r CHANNEL.FTC e - W Net a 1 !Y T`E b N S- Xx / r LATE,ANGLE A g E • p f'� �'t' '-(7) 'I - '/ v CCii)IR:.E 1: - 1�WERE AP-.RAFLE YE ALSO 31.0. 1 SFE H BEGIN TOR SEISM.RESS.R E-L ® Insulating Concrete Fill -7 i -- 4. Is \ 2SlAB.e"MLA ecr MOM N HP tEFnJa. E I .EGONW N. F Applied,,..EE ppyy .,��1T�,,,�y6{�,.n�� 4.� ,,/� J Y ((-.`�(3) - _'7.2 11 Wr IN TA [ a,., a ro y 1:n a,7'ti `B'0`'e❑ '.li'r°d�f r"R!`t'${hili ie 3t'-4"T4�r'�IEx7W1Ee A+lstSnals I - '� 11 J DCUELEASHEk,� GIP :. r "0110 x..ei ($MER --1/ PLATE WI:6 II ""o s'I� G / 0R BEATHEAG II -_ _I." EXPIRES:12/31@021 • L ,.'/ 1 �� ._. _-_ 1,�/ CiP1(0, ,, _ IfS 1., 1 ` DOTES AND RESPONSIBIUDES OF 1HE SPECIAL p15PECTOR: ' u [LL1 d LIL �y Drilled TOTE: 1,3 (-,PEI i-7`y Drilled Piers and Caissons FIRS LOCATED GREATER THAN -,e/54,44' \.... _ <i �F-RE Kvr;v .t 0'X-.S IgE mu S'auED LEC e"WRAC1 Cai:FTs WIN ' 3.-C 61166'FOOTING BASE Taar _ E IFt DED.TR AN.:PELsi�l s. _ ANCHOR BOLT HERO STJC AN HUR EXPANSION BOLT BE 64^kf:'-LEC PATH CCYAPAf.TED �-(4) _ HEED_.. ...._._...-.._ _... .. ..,_._._. ei NE SPECIAL l2E a'Y4L i1 III 181C1b 70P4•.TO NT BIALDHE Y 1.ML AN. GENERAL STRUCTURAL NOTES ® ELI PER SPEGFCATIQC$ (EPOKT hhLNOP SIMILAR) motto 19 JE AND TYPICAL DETAILS Shotcre a TYPICAL PIPE THROUGH FOOANC AND TRENCH ® uw1 COMIGER THE SDO ED WD+A I U,WO OR ARCNN 1 SriMgER ME rI� TYPICAL ANCHOR, ANCHOR BOLT, AND EXPANSION BOLT SCHEDULE v DE vw�'E FORMS CFR Hrt i Ai D N SCSI a z IC 001 WE.r.: SKIT MAR. ---- �*� NO SCALE I:Ctt DPVART Y.. III AFPPOKD RKG Al.spLanC.AY313 .M.A HICMS1 ❑ Special Grading,Excavation and Filling '.O SCALE 5,m MaBF FR.n Sas ar RE ODE C3 Smoke-Contra's Systems S O o 5.' ` • El Gino;inspections, _ - 0 PREVIOUSLY R .7.L •-- - .....I NEW SLAB T. BOTTOM OF ALL EXTERIOR FOOTINGS HAS BEEN ASSUMED TO BEA I— MINIMUM OF 1.6•BELOW GRADE THIS IS TO BE CONFIRMED WITH POURED SLAB RECOMMENDATIONS CONTAINED el THE GEOTECHHCAL REPORT. NOTIFY ENGINEER OF ANY DISCREPANCIES. a FOR OR SAW CUT 1/8"WIDE x -, , 1/8`SAW CUT T/CONC. — , PROJ.PER METAL TECH STRUCTURAL,LLC I. REFER TO DRAWING SOOT FOR GENERAL NOTES T/4 DEEP. \ STOP REINFORCEMENT a SLAB -i-, Q,•rn BLDG.MANUF. �, 1w,Er OsornG cXflo+cin 3. SEE DETAIL 2.THIS SHEET FOR TYPICAL CONTROL JDINT DETAIL 3790 S.Slor Cony-rl D. vSLAB REINFORCEMENT / BEFORE JOINT 1- _ rn NOTE cal U 4. SEE DETAIL 2.T115 SHEET FOR CONSTRUCTION JOINT DETAIL Gilbert.Aruono 85297 Phone"(902)420-5,56 \\\ co Ip 5. FP/SPED Cmoi:info0lxh5trvNwolccNn I- \ ^ A a A HEADED BOLT MAY p — �/ A II m Z (REFERENCE ARCH,AND GINE ORAYAHGSL \ / BE USED IN LIEU OF F1554(36ks1)GALV. 8 OEPoFY DIMENSIONS WITH ARGIL AMO METAL BULGING DRAWINGS ___ �r H " ~cogU THE THREADED - ANCHOR BOLT DIMENSIONS SHOWN ON CRIII,AND METALBUONG pRAIMNGS -_a'_"_�a' TAKE PRECEDENCE OVER DIMENSIONS SHOWN ON THIS PIAN 40, x . " x ROD/NUT ASSEMBLY. 4-7--,--...--,-. ^ a ~ I- 7, CDRTRACTDR TO GPL PLAN. EXACT LOCATION AND ELEVATIONS j-- Ri/• 1%' I TP/A% ID1}I I WITH SITE GRADING PLAN GRACING PUN IS REQUIRED TO PREPARE U eel) Ff.I I/ (A'.I,• 1t_ li li Ii.N%li_i} – Tv MIN^4" COORD^W/ TACK WELD ACCURATE CONCRETE BID. MIN.4" COORD.W/ –a%gbh .I�l.'&Yi �i}f•i'-�. /• _ ^'Ei} y.JiI�•. (COORD. B C,=Q� GEOTECH.)COMPACTED a REFER TO GEOTECN ER SLA FOR ADDITIONAL INFORMATION GEOTECH.)COMPACTED —MIN.10 MIL.POLYETHLYENE VAPOR - t /TAM r aii REGARDING,SOIL UNDER SLAB AND FOUNDATIONS. I I_LL-ILI= IA 'rA,l�i 1�� AGGREGATE BASE OVER AGGREGATE BASE(TYR) 1- 11=11 RETARDER(TYP.)SEE SPECS. -t–• ;. t�'1' COMPACTED SUBGRADE. A. GENERAL CONTRACTOR MUST SUBMIT METAL BUILDING DRAWINGS bYii i�71Y1- r.FtFii 1 A.fTe / (SIGNED AND STAMPED BY THE METAL BUILDING VENDOR)TO THE COMPACTED SUBGRADE — = 11 - - - TYR) ANCHOR BOLT ENGINEER OF RECORD AFTER CONTRACTOR D5.115HAS REVIEW.STAMPED. . ^` COMPACTED SUBGRADE —' cCOORD.WI GEOTECH FOR ,-7-111-.11-.....,-' ;-1!I-_RIE ( ANO SIGNED META BUILDING DRAWINGS MITI CONTRACTOR STAMP. v/ ((C� SITE PREP OPTION.) AT TURNDOWN COLUMN REACTION CALCULATIONS MUST ALSO BE SUBMITTED TO SITE EPOPTION)HFOR CONSTRUCTION JOINT CONTROL JOINT SLAB BuaN�AM CORDACr'XiWITHTHESIGNEDMETA l� C NI TO FOOTING DETAILS SPECIFY MMMUM DEPTH BELOW EXTERIOR _ GRADE,G.C.SHALL VERIFY FINAL SITE GRADING ELEVATIONS WITH \ r CML DOCUMENTSSIS E CONCITICNREPORT ANY DISCREPANCIES TO THE ENGINEER TYPICAL SLAB DETAILS HEADED ANCHOR BOLT DETAIL 11, BUILDING COLUABIBYMETAL BUILDING MANUFACTURER,TYPICAL W z C.) 03 N.T.S. N.T.S. tr) o C) ISOLATED FDOTTNG(FJ SCHEDULE LJ l�J — 0 -I�-FOP CDf9TRUCPO1 A60K FMML,SFE MUSS 0 0 © _ COTM PDrTFDRyG 04__4 -'' r411 FOP SEPT,OE r00Tm3. ~! Q 'ny 'BOTH/LENGTH( C'R SEE G.SN. n'-'I -- `' -- _D---=UT_'Or OUT Or STEEL 011.1M510145 MAIN. G() 140134.111FAICRC SERAPES C) 25-_ 140134.111YAM LENGTH REPrORCNL �f) 4 2A 8 I FI 6. T-6 r_B- 00)(Kir O�SPACED BOTTOR Q CLAY - e! 1B' S'O^ 5.-0" (7)E;E0.SPAr,EG 50TFA1 (f' I EACN WAY F3 IS' 5'-9' WE PLN( F5 Al B'G.C. BORON #4x9'-8"LONG LEG EATS NAY 103 ! HAIRPINS AROUND TYP I ANCHOR BOLTS-TVP. STEEL COLUMN(CJ SCHEDULE 1041 F1 CENTERED IN SLAB -- — 0 / o F3 r —,C1 F2 PAS, SIZE BASE ow•CTNY. REMARKS ,, , -'---1 C2 I • I r- -I C2 _ ._. .-_�..__.._.._._. .. _._ ....- . ;..�47,_ ..._._.. .. ,)-3/4" SA GP IE Sti F __ -__- --_ . I- ANCHORACW[0 n G fOOTNG 11111 Ica I I L� �J -- - – INCREASED PEDESTAL --------- ( L_ '` J Lr �/,J I / 1T EZ AnCHOP ROOTS EEOSSO -- \ A (2j-5/6"F1554 GRADE 55 DIMENSION TO PICK UP I� WIND GIRT-TYP. ''i Y-G / • ANu,w EOLTS N.R..s ca __. ERBo3 m10 Fcw:nNG --� r, i- i i C2 — -- G.C.TO COORDINATE/VERIFY —.__._- z _ 0 % I SEE S201 FOR COLUMN BUILDING MANUFACTURER AND '•I L C3 - J ARCH.DRAWINGS PRIOR TO Fe L 1 n.- ( 4 CONC.SLAB REINF.W/6x6W29xW2.9 ANCHOR BOLT DETAIL. FABRICATION OF REBAR AND K -_ 'I W.W.F.ON 4`ABC(MIN) PLACING OF CONCRETE • D t_I I► T _.. .. r NOTE: 6 L �' C2 --t-- DRILL AND EPDXY .E.__ _ _____ _ _______..__.. _.__.___ NO T THREADED ROD PE:NOF FOUNDATION N REBAR " ." i, I / I ANCHORS BAR MUST BE IN PLACE PRIOR O o _ C2 I TO CONCRETE PLACEMENT. s i J F3 L. ACCEPTABLE - USE .� )i C2 �� HILT( HIT RE-500 V3 7 � _� _ ( B ) i' EPDXY (ESR-3814), 101 I + .. ��� A36 THREADED ROD °X wY I 1 I' 103 1 AND 12" EMBED INTO L {T TT7 FOOTING (TYP) q,.� 7 r c. r'.---71 \II + �R.,AX ! 1 ,II I _ I `\. I r ,'t-1 F2 I 0 I r I W L_ ___ ,_ - _ _ _ _ – 2 � I.=. — — — — I , 1 k y!is I A NF c. #4x9''-e`LONG LEG--/ To,p4 c14.4Z E �, I HAIRPINS AROUND r�HER E. 0 I ANCHOR BOLTS-TYP. IMMUSIIMIN CENTERED IN SLAB cpFOUNDATION PLAN FOUNDATION PLAN 3/16" = 1'-0" S101 1 - __________ • 1 -rI NOTE:NO FOUNDATION REBAR IS PERMITTED TO BE"WET TECH STRUCTURAL,LLC SET."BAR MUST BE IN PLACE st:,,caA.d lock00*4n Cnm atar:A 1 PRIOR TO CONCRETE I 3790 S Star Ganyn Dr. Gilbert,Arizona 85297 PLACEMENT. I PnAne:(602)920-5756 I Erna•:H foOtechat/act.07,con/ I - r_ ___1_-, ' 12.'02"PIER 10TH(4 I5 --`I " VEPTCAL BARS WTH SID 1" POOPS I (� ,/4,9'-8'LONG LEG CONCRETE FOOTING PER I F 1 / HARPING PLAN —,� L' / `_ s`'��`� 41111 U) L1Jy V) I / FACE 00 CONCRETE CJ (VERIFY W,'ARCH.) / 0 V7 OCCUPO?EhllNp AS z COLUMN BY BUILDING MFR S L I ANCHOR BOLn(ASTM F1554 \\I 0 14"2"BARS C 32" G pC LUJ GP.55)SIZE Ol::SPACING I II _ 4 r (� L..- PER METAL BUILDING MFR. ! !) EXTERIOR SLAB OR—. (2.'r �_.,C1N1.78[6 Gy FRASHED GRADE AS \ / T/SLAB (TYP O BLDG. 20"M!N.EMBEDMENT 11 0 GRADE CONCRETE SLAB AlOCCURS(COORS W% x PERR4ETEP.) r _ '., 12".12"PIER WTH(4)/5 1 'VYt) r f _ __F._F.E. C7) VERTICAL GARS WIH 5TD .:' t .....• l... _.—..��- a LT H:gFS -)e,,.... � I c Z INN 1' _ __ FORSUBBASE I Ion < FINISHED GRADE — �I' FE00. SEE , 1 I� I ._i `II" GEOTECHNL.A REPORT / 1-- L-- AND r WICAL DETAILS INN POUR SLAB,7UR JDO YN—' / IMI`\ AND FOOTING / (f 1 �. MAONOLITHIC ---- 13 TIES AT 4"O C. (f".AEEEL ., {T'-6 )v.BELOW_ _.___. Cr) GRADE 13•CLR NOTE: .j i:+" EPDXY ANCHORS SHOULD BE CONCRETE FOOTING PER PLAN --- INSTALLED INSIDE REBAR STEM REBAR CAGE(TVP) rat01na O NO SCALE TYPICAL FC70ANG AT EDGE COLUMN TYPICAL FOOANG SECAQY AT DOOR HO <a SCALE -E ar,* -- G31r_'1 SEE OTHER SECTIONS FOR T IN"ORMATILYI NOT SHOW) r , _.-- 12"r,2"PIER WITH(4)#5 --__I I VERTICAL BARG WITH STD 0 HOOKS I 1 - ` I cn:: CONCRETE FOOTING FED ....__ I I 1, /—METAL BITLDiNG COLLAR, PLAN '1 I �.... / DE NONE I \ I 1 .._.C''' METAL PANEL BY —_ - #4'Z•BARS 10 32'0 G PRE-ENGMEEPED B_DG.MFR �`— ,r \ I 30. 00' �'�- / \ ! `_' / ` T/SLAB \ / —pr,9'-8•LONG LEG HAIRPINS // (2)- #5 CON?.TAB .\V/ 2 EXTERIOP.SLAB OP.FINISHED (TYP.W B,DG PERIMETER) • PROF ASRS(GOURD-- / 11" \ By CIVIL) 1 \ r/ / • �� FF.I CO JM+Bi BUILDING MFR ---„, � --6-47E •- .,��... ANCHOP BOLTS(AS 1M F1554 —� ' .I II I r i __I I / EROS)SIZE AN:SPACING II �I i 'PER METAL BOLDING MFR. I !I a -'A-F� <G'ANN EMBEDMENT `, ii CONCRETE SLAB OY POUR SAB AND IURNDGYB.J __. Jam'i • r T _...._ _.._.______._ _....__..._..__._.. II /�_-GRADE MONOLITHIC / v 12".12"PIER WTH 141#5—, II VERTICAL BARS Will STD N•n;49 14355.5 = -moomwience f° FINISHED GRADE — IUI-'1 „ _.-1 —FOR SLIBRASE - zzs,wa".,.,ws IUI I REOUiREMENTS,SEE I= L. GEOTECHNICAL REPORT = -_— IU < - ---- AND TYPICAL DETAILS Bil lG.ELE J _ Y-6"IMiN 1 11110* ; f I� �_ GRADE. erjr.4N,' •'NE` ".. SIR/ / -.1 TIES AI4"C. r /`" OON 4.,,... NOTE: nsq�,k�T].]o`�QgO EPDXY ANCHORS SHOULD BE ""I1ER L. CONCRETE FOOTRI':PER PLAT: ---/ INSTALLED INSIDE REBAR STEM EXPIRES:12/51,;2021 REBAR CAGE(TYP) +1]71'6 ® TYPICAL FOOANG AT CORNER COLUMN ® TYPICAL F007/NG SEC//ON AT WALL FOUNDATION DETAILS - _- 40 SCALE NO SCALE Sy,FT nuuvwc S201