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HomeMy WebLinkAboutUpdated Metal Building -EngineeringS i RUCTURAL DESIGN ENCLOSED BUILDING EXPOSURE B ivtA-mMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE FRAM; AN V ISO w r RAME 18 December 2017 Revision 4 M&A Project Nu. 16022SI17300S Preparen for: Tubular Building Systems, LLC 631 SE Industrial Circle Lake City; Florida 32025 Prepared by: Muure and Associates Engineering and Consulting, Inc. 1009 East Avenue Norin Augusta; SC 29841 401 S. Main Sty eet, Suite 200 Mount Airy, NC 27030 MOORE ANO ASSOCIATES F-NGINEEF41NG AND CONSU-TING .■a..1ii..— F• •. %* Ji • STATE OF FESSIONAL. CtCAry�rM�i .� �K .-•�.�,''�% ..�''`�c_,yN.,.�„ a �_ : ►• _ • �' 18604 If AND } 3 tASSACIATES. �,`z.9y�iIG/I7 �'Q,�4 •� INC. F r ',. ; No. c02988OF �1rIllicit III MUUI�; AND A��O(;IA"I'ES oar w Bre eT I u6ur-AK LZILUING D T S I CMS �U'-0"..1u'-0" LNCW5tD BUILOINU >:AP. B CHECKED Br. PDH _ _ _ r,NV1Nr,r,K1NU ANU l.UNSUL11NU, 1N1.. PESt:ACCOVWZ-: RtET PROJECT HW VsN - , &R-17 , NT �QB NO. 7 fmIS OOCUENr [f TI[ MLXERIT W MOORE AND ASSOCIATES ENGINEERING AND CO LIMING. M UNW 1ZEG REPROIUCTION. CO'TIPIL OR OTHMISE USE W JCLI NT, TIS T. : DW66 No SK -3 - PMIS DO:UEN7 [S VNICTLY PRO INITED —0 ANY IKROIGENENT TMERE1iO1 Fm K =UIJCCT M LEGAL SCION DRAWING INDEX SREEi i PE SEAL COVER sREE1 SKEET 2 DRFSwIMG IMDEA SHEET 3 INSTALLATION NOTES AND SPECIFICATI❑NS GHEE 1 4 1 TPICAC siuE AMU LMU ECEvA l iONa sREE I I TPlCRC RAF 1 ER COC❑mI4 m Aldv s1UE FRRPIiI4G sEC I iolds iDOA ERvE RRF I ER/ ..'REE I bA 1 TPiCAL RAF I ER COC❑MM COMMEU i IMM UE I AICs iCRCEU COL011M) sREE i aD i TPICRC RRF i ER COCOMM COIR❑EC 1 iUM UE i lAiCs lUOODCE GOC77M) -J= 1 6C 1 TPiCRC RRF 1 EIS LOEOMM COMMEC I iMM Ut 1 RiCs isiICGCE COC❑MM) SHEET 7 TYPICAL RAFTER COLUMN END AND SIDE FRAMING SECIIDMS CBOW RAFTER) SKEET SA TYPICAL RAFTER COLUMN C❑NNECTI❑N DETAILS (DOUBLE COLUMN) ,REE i 80 i T PiCHE iKF;r i ER COC'ul M COMMEC 1 10M UE i HiCs CsiRGCE COEnMM) sREE i 7R DRsE RR1C ;;mcMmRHuE OP i iQ1vs sREE I 70 OP 1 iomRC FOOIGUR 1 imm RIGCRORROE SHEET 10 TYPICAL END WALL AND SIDE WALL OPENING FRARInG SEC 1 IOAS BMA ERvE RAF 1 ER) SHEET 11 TYPICAL END WALL AND SIDE WALL OPENING FRAMING SECTIONS (BOW RAFTED) sREt i is wRCL QPEIDiMM UE i RiCs sREE 1 ij CERIC- I O OP i im, izoA EA V E RRF I ER) SHEET 14 LEAN-TO OPTIONS (BOW RAFTER) sREE I 1� vEm i sCAC ROOF/,. U,u mG OP I,- EIVll RIGU sIUE ECEvR 1 iOIC Fi❑U sEE i iOl9 sFIEE 1 IG OP I lommc DOOR RERUER MORE AND ASSOCIA hS L1-4u11VC1✓tu1-4G Alva C01vSUL i 11-4 G, rNC. 4 Cafwm W OT"mwiSE = R _. twwl 417 71QROrm wr TUBULAR BUILDING SYSTEMS 30'-0", W-0" ENCLOSED BUILDING EXP B .TOB ND: 32-18-17 SCALE NTT 116MS117300S 2 BV4 ND= SK -3 EV- 4 INS I ALLA I ION N©1 ES AAD SPECIFICA I Ioms 1. DESIGN IS FOR A MAXIMJM 30`-0' WIDE x 20'-0' CAVE HEIGHT ENCLOSED STRLCTURES 2. DESIGN WAS DOTE 114 ACCORDANCE WITH THE 2617 FLORIDA BUILDING CODE (FB-") 67H EDITION, 2012 INTERNATIONAL BUILDING CODE (IBC), AND 2015 IBC 3. DESIGN eO-DS -RE -S FO.LOZS: A) DEAD LOAD = 15 PSF B) LIVE LOAD = 12 PSF C) GROUND SNOW LOAD 10 PSF ,. LOW ULTIM„TE WIND SPEED 105 TO 1,0 MPM KMOM1NrL WIND SPEED Bl TO 108 MPH;, Mr71MUM RrFTER,PO37 "rill ENG POST SPACING = SA FEET 5, MIGM ULT[mr7E WIND SPEED 1,1 TO 170 MPM zm[],dm„L TIMD SPEED 1013 TO 1:52 iFM;, M. iMeM R-FTER,POaT �Rli EAG POST SPACING = 4.0 FEET 6. L07 M. Z' RD RISK CnTEGOR: I cwlmD;. 7. TIMS EnFOaaRl! e�TEOOR: a B. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' - 14 GAUGE TUBE STEEL (TS) FRAMING MEMBERS FOR VEn71C�L PnMELS, 29 GrUGE ME7hL PnmELS SM.LL BE PnSTEMED TO 18 G.UGE F,rT CM�WiELS cO.,LE3S u7ME:RwiaE msTEG: 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PUR-INS, AND POSTS, INTERIOR = 9' OR END = 6', (MAX,) 10. FASTENERS CONSIST OF #12-14=3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICnT[OMS PPEIC-BLE O..E. FOR ME -R ROOF MEIGMT OF 20 FEET OR _ESS, AnD ROOF SLOPES OF 14' (3112 PITCH) OR LESS SPACING REDUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 11. GROUND ANCHORS SmNLL BE INSTALLED TMROUGM BmSE RNIL WITMIN 6' 01' EMCM RmrTER COLUMN nLONG SIDES iE. aROONG ..mcRORS t0lr_ 7-«1-3; CONSIST OF R, ReZ;.R w wcOucG NOT x w' ERN13 -IN SE:T,atiO SM l! !•ENG:T:ENJ M-7 i.!! ESE:. FOR LE ( i 108 MPH NOMINAL) WIND SPEEDS ONLY. OPTIONAL ANCHORAGE MAY BE USED 1N SUITABLE SOILS AND MUST BE USE IN UNSUITABLE 13. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND MAST BE USED FOR HIGH WIND SPEEDS. 14. WIND FORCES GOVERN OVER SEISMIL FORCES. SEISMIC P-RAMETERS AN.-TZ£D nRE: SOIL SITE CLASS = D RISK CATEGORY I/11/11I R= :;,Z:5 [E= : o Sns= 1522 T= esw Soi= 0.639 MUUF,k- ANL) ASSMIAI bS ENGINEERING AND CONSULTING, INC. I -.If 00cm I: It :1E rmmm r R .wry —1 v:Rlc:r. ease — _ —0 a or �W7 T TUBULAR BUILuIwu arae tMa 30'-0"R20'-0" ENCLOSED BOILDINU EXP 6 PDH 1. WSM DATE, 12-18-17 SCALE, NTS / 7 T. 3 DWG. f0 SK -3 v_ 4 ❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING ROLI.-up DOOR C-5 1r91C.5= Z;r:!. PRESSURE FSVINGING,DWR(.SnPPLCn6LC)URC ep_ es7 P.P, P.Sr. ++cSIOR PRESIPV.Rim • X2775P:r,^367 P fm� m0.o P.P. - E.a P..: R:eR • ems: �� P.P. �.-,1� P.P: TYPICAL END ELEVATION—HORIZONTAL ROOF vi Z13: Ina ..PPEIE�nCE; LE: OR RE SeRE HIGH (3265 PSF 356 PSr) 1 3a�ae. P173 SC_,lE VS u BOw FRAME RAF 1 ER E19CCI3aEu vDiCuiAG Reee-oP aeaR _ 'l=few RRC-'LREPPe:e!Rvle: LOW • (IBS PSr, -20A PSF) '!::.m M!. 'R! HIGH • 127.95 PSr, -30.7 PSF7 LOW (20,8 PSF. 226 PSF) HIGH (31.35 PSF, 3.15 rSr) T,PICIgC ERD ELEVATION SCALE NTS 71007 [..S n p[tC"SCE's EES:cR PREMoRE RIe- �• R:R .7.■ RLR' SP..CirG Or a..r-CRS 1 iPICIiL SIDE ECEvRTIOA SCALE: NTS MOORE AND ASSOCIATES tNItINttfuNV P►NU t v.N5UL1llNCT, u,4C. DRAWN Br. LT I UtiCiLAK BUILDING ara I tms 301-011730'-0" hNI.LOSED BUILDING tAr is cNeaceD BY, PDN rasa � RIM. rI frut. iec 6T. 4 IDW& N0 SK -3 itEV_ 4 e Z" 10 U. NTT NIR..!- F..S !R!p :e Rte-!: - .R e+: EACH END SB PER BRACE) 29 G-. 0-17-.XIZED METAL ROOF PANELS FASTENED TO RAFTERS J -' :I G.. 0-CN...RE- BRACE FASTENED TO RAFTER VITR �.i ■......3F.' 'UF'S ..- e-rp, [n; .. F.R BR..CP —j-- -a'-e• R..S:neR Rm-71R �-..R ^I I 3P -D' MAXIMUM RAF.ER 5KA! �.I TYPICAL RAFTER/COLUMM END FKpiME iEC I MR I TPiC13C Rm TER/C0C01RR Llgu FRAIRE z-ECTIOR SCALE= NTS W- e..e-..NIZED NET -1 ROOF ..ND -..II PANELS FASTENED TO RAFTERS AND POSTS -.• le Oma- e -IN A..RR!! BRCE FASTENED 1b RAFTER WITH f1) N12 -I...... SDF'a w .ACR !Ru to PER a;;�Cl: SCALE NTS SEE NOTES 'SHEET 37 FOR R..wiROR 1 30'-D' RAXIRpR RAFTER SPAR �. I SPACING OF RAFTERS TTPIC97- RmFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SC.,LE m7:5 SC..'E NITS mu01im PLND ASSOCIATES hNUINhhKINU AND CONSUL IING, INC;. T_.IS OOCILIENT IS TIE TV or NWRE AND As IATCS ENOIMEERING "m CONSIILTIM THE UiAIOMMIZEO REPROOUCTIOR. COPTIWL of OT1EAVISE USE W rwl$ LOCu)ENT IS STRICTLT PRIOMMITEa AND ANT 1WRI0034W TIRE" HAT K SYLIECT TO LEGAL ACTICK I UBULAx BUILDING SYSI EMM 30'-0"J.2U-0" BNCLDSED BUILDING EXP B JOB NM E- 12-1 7 S : NTS I lfig2S/173WS . 5 6, NO SK -3 V_ 4 TS ROOF RAFTER e CO)wECT(3R SLEEVE TO 3/16 RAFTER WrP.) >�/ a n;n;nen e' lCoNaippl WNW PEST TO NIPPLE VITH (U a NtE-t..3/.' SDF•S e' 3/(6 P .: 3/16 m K x .i Cwtlnu BOX SAVE RAFTER COLUMN ION DE I AIrO°-O�ONNEC ee m N 1e tv.. 0-Cn"imaEC oR"CC :;37!70 i :n! COCewn I. .' END (B PER BRACE) BRACE SECTION .fsi ALE° NTS SDCS (EACH END, CA, e-CH-NNEL BRACE CROnn R:Rlm-pl IBM nIPPLE SECERE VITH (4)_ x12-1. 3'.' SDr'S e e SO TS CONTIRUOeS o 0 BASE RAIL (DnRAFTER COLUMN/BASE RAIL NECTION DE I SIL SCr.LE , i s W .iC MOORS AND ASSOCIATES eT TUBULAR BUIEDING SYSTEMS 30'-0"x20'-0" ENCLOSED BUILDING EXP B hNGlNl~tfUNU AN13 UJN5ULllNli, 1N1. CNECK£D By. PBH JOB N6 IMIS DOCIIPICK IS TME PRMIT W N= AND ASSOCIATES [MGIKERIMG AND PROJECT NGR+ VSM T - 7 S ( NTS 1 ZS,173005 MSULTIkS TI[ UMTHMIZED REMK KCTIDM. COPTM IN OTMEBIVISE USE OF IWMI nrtWerri m t em MICrTLVnaPtA0 AND wr tIFRINGEI[MT TM[R[<>Pdt M(►r r( (ruT. TRC SHT. 6A DVG NOS SK -3 V.- 4 �unnc�iux R - 7. R -r v, -.:e ,77F - MINIMUM 6' LORG, ";Mian" is tin., WFTE.� :eiam! ie-. -e R:PlPze 7IT- i 112-14x3/4' S➢F'S S 3-12 o�eeRe --'M X41 =12-14.3/4' SDF'S LEACH END) IS RDDF RAFIER l2 1� J V 18 CA. U -CHANNEL BRACE rctiarE cortin" BOX EAVE RAFTER COLUMN �1311111EC 1 l0A1JE 1 TlEIGHTS ��'—D' < TO 16'—Dsi m N lB GA. U-C—RNEL BR<E r";.rMCD .R .Mr rtirtiMM ERD iB PER BR-CE=- t%RAr-E zZE 1 101y Sc. LE= NTS MUUKI~ AND ASSUCI'is ENGINEERING AND CONSULTING, INC. MIS DUCKER Is tit r4Cr 7 CIF . ANO —=W' -C. MIRRS RM —0 auac:IRa .�. a�an�la�T R[m= lolL tmrTtN . a o:picsvlx Twc v .mac'. 7 :... else DRAWN BY- LT TUBULAR BUILDING SYSTEMS 30'-O"a20'-0" ENCLOSED BUILDING EXP B CHECKED BY- PDH SOB No 6B IDWra. NO SK -3 KIEV_ 4 3-;a eeeenM 3 l`MINiMM 6' LONG, CONNECTOR SLEEVE MiRIRCM i7 Q. 3.6 SLEEVE TO o�Tc Rn1[ 3.16 e E. 0 o TS CORTIM§DUS BASE RAIL � Cuni7CCTpA 3/16 s[e[v[ e e° .I n-n•Ren e• eene,� NININeN IS G..., )S N'PPLERSPPSELECIAE POST TD J -l- e SECvRE WITH ..) ..12-1.4", SEr'a d..[" [qui TS ROOT RArTER is a i o S J AND 5'-0' LONG LW) SECURE VITH (IQ) 112.1..3/.- , sor, BOA Em vE RRFTER COCURR I�R ONNECTION DETAIlA FIMEW 1 a 113 -c 1 0 S iSCLE NTS SC'Evc uu 3/16 n,3[ TS COLUMN MINIM;; N• BONG. CONNECTOR SLEEVE RIRIMUM 15 G.., S[c13RE 717M r. 1:c;,.3•- :ter CDZO�COL OPIAi 1sAat RAIL NNE TIO{d DET�IIE SCALE NTS MVW(t AND ASSVC;IAItS ENGINEERING AND CONSULTING, INC. -As mcamR Is :R: PNQpl:: s• mm .-.0 ..aaww:..s F7sARlEeIeO My caaec:lEes . sear j.... RR*Rn= IuM �rlEM w a.......lac = or :E1:7 R t: Z--k-7.7Asps: �0 —... �. IlBI'I<. ReIR7--,--- W.- =1111l.; � se -sem- -.0.1m .'Ise eeRRee.-EeR e SeEE TO RAFTER 3/16 R-R•Ren e• eege,- RIMIReR :5 G TS NIPPLE- SECURE POST TO RIPPLE v;iR c.) =;C-...7., .pr'. TS COEORR-J NAP N,.R"M 3�� `7ecORe =.•n a SOUS [EACH END- S GA. U -CHANNEL BRACE BOx EAVE RAF1ER COLUMN CGAAEC r LGA „E 1 FIX FOR HEIGHTS < 10'-0' I SC.,eE RTS m N ie On. SI -c RnRq[[ oRnC[ -�=:Me- :E :ne eE[enn 112-M.3. 4• SDT'S At EACH 2 1/2' CND (B PER BRACE) BRACE SECTION SCALE NTS T TUtsuL.AR Bull_QINu arae ERa .SO' -0"..30'-0" t;HEL,(—jsEL)tSUIEUINU EXP tS PDH JOB NO: h HSN BAT I?' - B- 7 SCALE3 NTS S/ 7 T. 6C IM NOS SK -3 V_ 4 29 G4. GnLVRRIZEB RC -L ROOF wRD rALL F.RECS F..S-,CRCu TO R..FisRa ,.R -y rw TS 2 . -- G-. ■-BN.-RRE! BRACE FASTENED TO RRFTER 91TR (.3 Nic-L+ate,.' 3Drs -m CR; In re.. ;R-er; I 34'-0' R..-Imm R..FTER_SP..R TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE- RTS =EE W-1' (SHEET 3) FDR —!IHUi3 5r-c'RD I Tr3CmE RIFF I ERiCGCOPIIq atLL FRmmima aEC I i0A SCALE: NTC MUUKh ANll ASSOCIAl tS ENGINEERING AND CONSULTING, INC. 7--17 1✓>L4BC0 : iS :wC P190MM:7 Or w ...0 —1-7.-S C14ZIRCR.W —9 sP4oc.IRRC — WWIWWM lIa.A a—m— CM GUTTING, OR UTFIC MZ V= Or ME R✓SLOf!!17 1; 7:R;070. —0 .-.. IwrRlwxlewr .........r..+ w1r R 70 =R ..:ION! c- e... 9.17-Pli-E= .:17..E NDN ..R= 7.EE PANELS FASTERED TO RAFTERS AND POSTS c.' (B G". G-CR—REC ..-LY Fes: lRe;. :0 R..P-=R 7::R 1 1112-1-x3--' SDr'S ..T EACH END (B PER BRACE) = d u TYPICAL RAFTER/COLUMN END FRAME SECTION SC -::E .TS T i WSULAK EUIEVING- JYb 1 ERI, 30'-0""U-0" LNCEMED 13DILVING EXP t3 PDH JOB ND I. VSH DATEt 12-113-17 SCALD NTS S/ 7 T. 7 DVG ND SK -3 V- 4 "D ZCRC:S mcliz- :- 1113- END a-.. TS RIPPmE. SECURE BDv RAFTER AND POST TO RIP,LE iwI7" zleelle ::'n (4)012-14„ 3/4• S Dr.S CE.CH END) I fTS BOW Rai TER ODA, CAVE RAF I ER COLUMM P CTION DETAIL EIGH I S 111'-0' c ID ]b'-0'TS m N FASTERED TO THE COLVNN AND ROOF BEAN, V1TH (,) 2 1i2' cRi. ce rER 7R -Cl!; BRACE SECTION SCA'E IRTS MUUKE ANI) ASSUCIAFES rn4tjuNr-muiNG aiND M-4SuLiING, INC. rHls OOCUENT Is THE PIlcMTY W HOOK AND At=I.TCS [NGIAEEAING —D :Dwu&TI14 THE uwlT IND REPMl olcTIGN. COPYING. GR 07""wiSE UK or IRIS omvmcwT is 3-1111ICT" "W3111:Er. —9 a.., :Neleeopm w rr ---- :s eeea� eeeenn '-I. RIRIRIR 6' IONG. CONNECIOR SLEEVE RIRI.Un 15 G SLEEVE TO '• IO E T shoRC elm t - BLASE •• a o �..' ger'; e e __ men-:Rlee; BASE RAIL RAFTER COEUmM/ BRSE RI�I 2 CONNECTION DETAIL SCALE, NTS T I OSuLAR BUILDINU SYsi GMS 30'-0"-zO'-O" ENCLOSED BUILDING EXP. B PDH rua BTtA h VSH DATE. 12-18-17 SAL) NTS 1§7/173= Y. BA IIWri. NO- SK -3 V- 4 R-c---Aj.- atop 3 ,—TS COLUMN CiRrt]Rl:ntl e' -o CtNtl cn9: =_-•-e' eel- ee7- ECRRE 717R -;.. ■12--+.3_-- 0 SK'S 0 BOX EAVE RAFTER COLUMN S_�ONNE CTION DEIAIE IjE16n l J r<0' -O" :e Iv.; Rees -n \ NI" ,PON CtP�C, -IE['E Tp\ �• •0 e....Reera: ��ee.e / . a R BASE I7 RSECURE WITR. ■12-Ha3M' SDT- T'S 0 -3 com-.1 me, R.-le (D�' TER COLUMN/BASE RAIL MNEC I iOly LE I FI1[.ee 11, MUUKP- AND ASSUC lA'fhS EriGINEERING AND CONSULTING, INC. inti 000UIERS IS TIE eR MT -f W "mm .wO ASSOCIATES DGIIE Illm —1 C01mmlioa TIE uY1uTIORl2C0 REMOMAOIR co"IMG- a QS1lRwlm uu a �..la B Nffl li T--.-.IC.i;+ PIIp4111 -u.wr .w. r .R.,. ..�wcvw Ir R SOi--c -.- ccwc ---Tae: BOX EAVE RAFTER COLUMN CONNECTION DEIAIL 1J� FUR Rt1GFl I a lv'-D" m N ie a-. e-lR..RRee �R-ee P- -ene� :e :ne ONE -ml ARO RIDi• HCAM, VITH f4> 012-t4.3/4' SOr'S AT EACH ,E 1, EN. ;8 PER BR -CV BRACE SECTION SCALE NTS I UBULAK BUILDING SYS I tlgb 30'-0';.20'-0" tNC'Eu—SEu BUILI71NCi txF B JOB No 12-18-17 SCALEt NTS116022S/17300S BB nv� NTh SK -3 Ev.. SS eel R -Kew SCCVRC -1 R 12 TS DOW RAF TCR NO SCREWS REOUIREe In POW ENO RE13UIRCD IN HOW NO SCsCRC '+r-11 .g- -e-EPl ln.: N �A le e... e-lmnR::! a;Z-ce � e a1 MINIMUM 6- LONG. „ RinIROR 1' GA., .e a-. e-lR...nez ;R-ce iS ntPPCC. SCCuRC 1..- R -PCR -ne TS >=u[Gnm WIiH (4) ■[2-la.3ia' SAP'S MIR[R7R V LONG, MINIMUM 15 GA. TS NIPPLE. SECURE HOW RAFTER 0 An -u POST TD niP►Ci WHR Cl: R-c---Aj.- atop 3 ,—TS COLUMN CiRrt]Rl:ntl e' -o CtNtl cn9: =_-•-e' eel- ee7- ECRRE 717R -;.. ■12--+.3_-- 0 SK'S 0 BOX EAVE RAFTER COLUMN S_�ONNE CTION DEIAIE IjE16n l J r<0' -O" :e Iv.; Rees -n \ NI" ,PON CtP�C, -IE['E Tp\ �• •0 e....Reera: ��ee.e / . a R BASE I7 RSECURE WITR. ■12-Ha3M' SDT- T'S 0 -3 com-.1 me, R.-le (D�' TER COLUMN/BASE RAIL MNEC I iOly LE I FI1[.ee 11, MUUKP- AND ASSUC lA'fhS EriGINEERING AND CONSULTING, INC. inti 000UIERS IS TIE eR MT -f W "mm .wO ASSOCIATES DGIIE Illm —1 C01mmlioa TIE uY1uTIORl2C0 REMOMAOIR co"IMG- a QS1lRwlm uu a �..la B Nffl li T--.-.IC.i;+ PIIp4111 -u.wr .w. r .R.,. ..�wcvw Ir R SOi--c -.- ccwc ---Tae: BOX EAVE RAFTER COLUMN CONNECTION DEIAIL 1J� FUR Rt1GFl I a lv'-D" m N ie a-. e-lR..RRee �R-ee P- -ene� :e :ne ONE -ml ARO RIDi• HCAM, VITH f4> 012-t4.3/4' SOr'S AT EACH ,E 1, EN. ;8 PER BR -CV BRACE SECTION SCALE NTS I UBULAK BUILDING SYS I tlgb 30'-0';.20'-0" tNC'Eu—SEu BUILI71NCi txF B JOB No 12-18-17 SCALEt NTS116022S/17300S BB nv� NTh SK -3 Ev.. BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEED VLF OR FIBER!- ASS Fie[RS MINIMUM 3 ERBE'uR[Ri MONO.ITRIC C21I7CRETE FOOT Quou Psi "31 3 RCiRPQRCET, w -M t- s.'s COR:IRM, 3 -.MR :RROMT 3-:E R- E -ICRIR s- OF E-Vl Pe:: VARIES ev COACREST. E IRQrvQC1TnIC SORB 37i BASE NRAIL ANCHORAGE (MINIMUM ANCHOR EDGE DISTANCE IS 4') ■ cEeno;l,-.E TiTR LOrml- COTE3,CRT, GENERAL NOTES CONCRETE: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSIAT 28 DAYS. COvE,C OvER REiAFORCiAG a, IEtC- FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCIN(: BARS SHALL BE PER ACI -318 3 INCHES IN FOUNDnTIONS WHERE THE CONCRETE IS CrST AGrINST AND PERMANENT,Y IN CONTACT WITH THE EARTH OR EXPOSED TO TMe E.RTR OR TEn.ReR, .111, S i,;c iRelRea CCSB:RCRe REiAIPORC,lvI7 3 IEEC: THE TURNDI]WN REINFORCING STEEL SHAL.. BE ASTM A615 GRADE 60 TME SeAB REINFORCEIRERT SPI..; a BE -E(,DED -IRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFOR--EMENT. REINFORCEMENT RMT BE DENT IN TRE SHOP OR THE FIELD PROVIDED: i RC;RFOReI!MEnT i5 oenT co - T, 2 THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE :;-R, i:; R19 ee�:; Tn„ R --R Z --Me I!RS 3 REINFORCEMENT PARTIALLY EMBEDDED IN CVNCRETE SHALT, NOT BE FIELD BENT REGIA AvXROR MOTES: I FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL. AND COBBLES, CALICHE. PRELOADED SITS AND CLAYS USE MINIMUM c2; ' RELIeE3 wITR PIIRImUm 30 InCR EmBEDnEnT 2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMJM 30 IN=H empeul,cnT 3 FOR REDiMR DEIRSE CO-RSE S --..DS, S -,-.D7 GR.. -ELS, 7ER7 STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT ll ,R EMD:;e TO REZ.5 l ZeR:;e Fs RM O M -,PP el!,T„ -R:, SILTS ALLUVIAL FILL USE MINIM.(2) 6' HELICES WITH MINIMUM 56 IRCIR EMBEDMERT 5 FOR veRT Leaf :e riEUiaM Z;ZRae ZcRTa, riRM Te aTirrem CLAYS AND SILTS, ALLUVIA- FILL USE MINIMUM (2) B' HELICES w"m .-,iRiIReIR ve ;Rem em.eNIRER; MOURE ANI.) ASSO-CIA hS LiNGnNzt:tuiNG N>,NIJ COiNSULIIING, nNC. 4 co"Im OR OTHERv1SC UK R ..... piRIMGE�[NT :RL7CZT01 wr. TOP OF ASPHALT PAVERCRT OR 6ROVRu SGRP..Ee Cee Re:e, aee-: sCCGRE i ..REROR ETC CiTR ;_- :nR=eR BOC: 3 B GROUND BASE HELIX ANCRpRaGE SCALE NTS (Cr.N BE USED FOR _S, LT) TUBULAR BUILDING SYSTEMS 30'-0"T,2W-0" ENCLOSED BUILDING EXP B JOB to 12-18-17 ISCALEt NTS 1602 S/ 7 WS 9A VWG; NO SK -3 EV_ 4 url,Iur AL FuuNDATIuN AiNCHURAGL ruR LUw ;&- muH wiND SPEED OCF OR FIBERGLASS riBCRS (TYP,) RpRCE:.R;C CUMCRCE Pep: 1:516 P�;: R:R.: R1 NPOPEC; TIN 127 ■,'a CORTINUDES lm -s- rr R4 R0 -RR.00M 6..95 R..Y R! : e eP 0..1R POV 10EE DET..Ic 'C': (TYPJ CR -DE e = CONCRETE MONOLITHIC SLAB nAaE RAX AACRI�RAGe. IA SC-EEi RTS (MINIMUM ANCHOR EDGE DISTANCE IS 1 1/2'1 R C�uRciNnTe wiTR CECne .11;MORi:. umNLKAL iNUTES CONCRE I E: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 57RE,.OTR OF 6,044 i=ii n cC __ COVER OVER REINFORCING STEELS FORRe�RunTieRS, MiR.MMM cpRERl•'I• ee7l•R aveR Re:Rl-eReine BARS SHALL BE PER ACI -318 lime MES iN FMORD-TIONS ,WHERE TRE r-ONCRETE IS CnST _GnNST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE REINFORCING STEEL: TME i4RRuM l7 RCiMFOReiMO 3 7 EEe �iMnEL i e n3 _ -M CI;5 CRnNe 60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC NEET:N!! n:;TM ,e5 =_R FIBERGI•nnS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR IRE r iMu PROvIuEu: I REINFORCEMENT Is BENT COLD. 2 TnEDIAMETER OP TME BEMD, MEnSURED OM TME iNaiuE OF TME BAR, IS NOT LESS THAN SIX -BAR DIAMETERS SREiNFNRCEMENT FnRTi1+Ce EmV_.YCY iR CENeRede Sm_ -le NAT BE FIELD BENT �a w Q n • e TRRE..OED ROB -_■e.-■Re-e Ms :_a q- A!- �ICC"IIR iz"u 1 MR11AM om3E RAIL DETAIL 11- sr ALE p.'S MUDKE AND ASSUCtA'IbS ENGINEERING AND CONSULTING, INC. 47 IS THE PRMR7T Or NONE —1 —I -4C3 CIM —F, .-- 1ww1 noR aaO ocrw C:.DL COFT1►r6. ON O:RCRtlu u= or :V. I. 37.-1 P+IVII:I:Ci ...0 .... Ilew...�..... Tar e --v■ —7z VVF OR R-:;7RROMR e..:e Q.` FIBERGLn52 E, — -RIR �• OF +.R FIBERS POST (SIE 0ETa1L 'C•) (TYP,7 T 1 UBUCAK SUILUING 5T51 C:M5 30' -0";;2W -o" tr10005rQ Is01Lu1nG rxr. 9 PDN M,o � b WSM DATE, 12-18-17 SCA LE, NTS IM,-SI17300S T. 911 DWG ND SK -3 V- 4 e MINIMUM 6' EnBEDRERT 1lRee::R;■ eeA=REVS ei-I no 0060 PSI MIN.) REINFORCED VITH (2) ■48- CONTINUOUS CONCRETE MONOLITHIC SLAB B BASE RAIL ANCRORAGE SCALE NTS ( INIMeM _MCMOR EDGE DISTANCE IS 1 1/2'1 ■ COORDINATE WITH LOCAL CODES/ORD T 1 UBUCAK SUILUING 5T51 C:M5 30' -0";;2W -o" tr10005rQ Is01Lu1nG rxr. 9 PDN M,o � b WSM DATE, 12-18-17 SCA LE, NTS IM,-SI17300S T. 911 DWG ND SK -3 V- 4 BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS gee Re:e: gee Re:e- rnee- -: r_Ree- c _ F13R r_.'IRmM _ FOR R..7IRI11 SPACING SPACING is 7 ! :2 OPENING FOR Ic ROLL -UP uDmR O1�R RC-uCR 13 ER117G +13R me—ER S lee TYPICAL BOX EAVE RAPIER ITPICAL BOX SAVE RAPIER END EAI, wgr-C ERIaMIICG AEC 1 iGry wPICC 13PER110Ja PRAPIIRG AEC 1 111M SCALE, NTS SCALES NTS. :eC Rea: Au F. C-ae R..-,CR.CMURR clime. rOR Iw..11wR 27en!!c SPACING 4 7 4 1C 7 7 n 12 ! 12 .,. ERAS PER 1` RSQ!-up ODOR WtrH HEADER CPCRiRC SCR E►CRIRE IP.., v;RGea ..IR01R0 ow._I�Do- R..1....le0 APPLICABLE TO END [D 12 _ VALLS5 12 , 1 TPILAL t%13A EAvE RAF IER awE WALL OPENINGS FRAMING SECTION SCA_ NTS MUUKI: ANL) ASSUC IAl"hS DRAWN HIPS LT lUbULAKdUILDINGbybi b ENGINEERING AND CONSULTING, INC. jo'-O"20*-0° ENCLUsEL)IJUIEi)ING E" 8 cNECKED ev. PDN PRMECT MGfl. WSM DATE- I ml9ml7 S . NTS .1011 m S/ 7 'MIS 000UER1 IS SIE PRWERTT OF lCM —0 ASSGCW.C$ ENGINEE+IING —D CONA11 :IRA .:.. a�a7MMIZEo RCIROOF7 ill C1Rrm w OTIMONRIN IRC Q CL EN75 T. 10 DW& IIS SK -3 V_ 4 .111-a RR li SMc.... FMMI91—c0 —9 — —. Flocmw ..�... — FM j-.,.�;--C .- =- r _ IW Bvw xvvr iER EnD WALL AND SIDE WALL OPENINGS SEE NOTES 7PICRL 100A E;vE Ra;PiER END WALL FRAMING SECTION SCALE' NTS SEE ROTES SEE MOTES TYPICAL BOX EAVE RAFTER SIDE WALE OPENiNGa F RFiIR1NG aEC i iCN MOORS AND ASSOCIATES tNGlNhLK1NG PNU CONSUL INli, 1NU. TTPICML BOA ERvE RRFTER END WALL OPENINGS FRAMING SECTION PrEn,Ro roR viROGv 'ITn 1R.,uGR -Ru ■p'els..-eE To ERO 'ALLS) 3R TUBULAK BUILDING SYSTEMS 30'-0',.20'-0" ENCLOSED BUILDING EXP B job Nlk 12-18-37 S A : NTS ilfigM.117300S 11 IDWG. ND' SK -3 Ev- 4 BOW AND BOX EAVE RAFTER WALL OPENING DETAILS TS RAFTER T= C09aR KORNER- ,; eEeemm n:R:Ren e' WPM. e.R:neR eR !nI Velar" :7 ■^. -; RIPP9E -ECTRE 2'.2•x2. 16 GA, ANGLE RIPPRE TO WITH f/) 012-14.3/4' SDF'S CLIP SECURE TO COLUMN HEADER ARD CURER 7OF Cir 2'x2'.2' 16 GA, ARGLC DR oe:.OR ur crmf SCEOR12 O C13COM �E..CR :1'ae% Rv 16 Ga. CLIP ANGLE �12^VER, 2'x2•xe• [r G.....RGCE RiPPCC .e 3/16 TD w..rTER CGCp� -_ - =DF- Cr;P SCEORC Tp COV—PI 9,.7.12 R^:e °Y!�.imr R..;C ..�-, 'ITR 0[2-1-.3_-• SDF'S T!R :I -n TdP AN11 r DN SIDC o TS ERD COLURN o 77. Rl.. !R OR 0..:12 SIDE V -TS CT)R;iNOODS ;;"SC +..112 HEADER OR WINDOW END CaLUPIN/RAF I ER RAIL I 0 COCOP[1v CGAICEC I iI�A LE 11°11[ Eft COCOmM/nAA RAI[ CGAAECTIOA DETr�IC `+ SCALE NTs S CONNECTION DETAIL b ;eRCeo n,: SCNLE NiS Niuvxt Anai ASSOCiRTES ENGINEEKING AN13 CONSUL IING- INC;. 41 IS SMICrLr -110 111120 AND !MT IWSPGCMMT TFERCl/W 14116x TO LEGAL ACTIGIL -1PPOE HEADER COLUMN R:= ■' IORG. N1M1M 15 GA. IS PPLE. SECURE Fin c,: DOUBLE HEADER COW MN/DOUBLE HEADER `j;; TU13ULAR BUILDING SYS I hMS 30'-0"x20'-0" ENCLOSED BUIEVING EXP. 13 PDN JOB ND I VSM T. - 7 ISCALEs NTS Ifimsm T.:2 DWG. ND SK -3 V_ A % :Re::e9 w^Il-lw 9FIp:iS, DR HEADER RIPPRE TO HEADER 2'x2'.2' 16 GA, ARGLC It CnD COLOR17 crmf SCEOR12 O C13COM �E..CR :1'ae% Rv L4 lmeR �Inm R-PLln ENE 1. R -z POAH! PAS ' 'ITR 0[2-1-.3_-• SDF'S 2 ON BOTTOM AND 2 ON o o niRiRpR a' CARO. SIDE )1 R'RI'dl 13 a--. �' n137e- - R=12 -OP leen R;Fme +leeRE z -en : --C-CER. B,.SE ePlnlne7, Pe-- 3Reel� ° ° =:-R-[ ■12-:..9_+• Rai', OR WINDOW BE F -USN 717R RAIN SDF S Ral„ END. CLIP POST TO :� eeleRR RAIL ONLT Oq SIBC pP�pS;iE 7 OP12,.iRO. COLUMN IO HEADER, B HEADER/COLUMN zAaE Rmi[, GR EC I d3 jL I Ai[WINDOW �LL RAIL n. COIVREC I IOA DE 1 AIL. 7 SCALE= NTS :7. Vee nR-Ren e• gene. RIPPLE 10 "gin R:11 Rei 'S G^., TS 3.to ° ° NIPPLE SECURE EACH WITR -; wlr 1-3— 37.'5 ° o TS CONTIReONS BASE RAIL COLDMAinA.SE RAIL COARECTIOA DiT iE lV SCA1 C NTS Niuvxt Anai ASSOCiRTES ENGINEEKING AN13 CONSUL IING- INC;. 41 IS SMICrLr -110 111120 AND !MT IWSPGCMMT TFERCl/W 14116x TO LEGAL ACTIGIL -1PPOE HEADER COLUMN R:= ■' IORG. N1M1M 15 GA. IS PPLE. SECURE Fin c,: DOUBLE HEADER COW MN/DOUBLE HEADER `j;; TU13ULAR BUILDING SYS I hMS 30'-0"x20'-0" ENCLOSED BUIEVING EXP. 13 PDN JOB ND I VSM T. - 7 ISCALEs NTS Ifimsm T.:2 DWG. ND SK -3 V_ A ROOF E7,7ERS1OR OPTION BOX SAVE RAFTER LEAN-TO OPTIONS MAIN STRUCTURE S T nRZIRu LEAN-TO OPTION i ITPICAL BOX EAvE RWIER LEAN -10 OPIIONS FRAMING SEC 1ION SBOIR OPIiONa NFIE]wN) SC..LE• R S MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TO IS 16'-0- re. e_Tl R -P IR RIPPIE TP 2'.2'.2' l6 GA. GL 'E CLIP RAFTER ;I =13RE T C5E0RR ..n -u Ic' loll :' e..- SECURE vITN =1;R w: ;. " .• iv BR'BP�..RCYE lR NIPPLE SECURE t1T .12-14.3/4' SDF'S SOTTOR COLUMN TA NIPPLE .E"CR tND7 Y.ITR co p 3T'S e w o 3 R...TER 0 e 13 e-. O-ER..RREL ZR..CE R-P..R / YA.R-ROR a• EBRO;—_ .IRIRIR - REPPIE SECIRE COLUMN TO NIPPLE RI.R a.i a[2 1•.3 •' 3 eP'3 .S COLURR- 11� �AIJJE ELE S NTS RDFT€R/CGCOPIA UEIMIL. MOOD; AND ASSUCIA'ItS P-INUIINr.r.K11NV AIN LU COUNSULIIiNV, LIN U. K SUBJECT TO Iz;IzRR 1 2Y0-TO RAFTER 10 RAPIER rIR C'uICrvEC I ,eR Ut I HiC 9--ERTS i UBUEAK BUILDING SYS i EMs 30'-0"7,20'-0" ENC7MSED BUILDING EXP B JOB NOS 7 ISCALEj NTS I IfiMS/17MS 13 OVG ND SK -3 EV_ A BVW KCAr t EK LEAN -Tu uP i Iu1NS TYPICAL BOW RAFTER LEAN-TO OPTIONS FRAMING SECTION M IR OPIiOAa Z'ROwN.) SCALE, NTS MAXIMUM WIDTH OF SINGLE MEMBER RAFTER LEAN-TO IS 15'-0` eei :ee= .._9 R -FTE (12-14.7/ 7lEP .Ru i T_ Rd SrCME v:Tn SIDE EXTENSION RAFTER/COLUMN DETAIL 13 SCALE NTS iviuuth Al -41J ASSOCiAI rS ENCANbEKING AND CONSUL IINU, INC;. TUBULAR BUILDING SYSTEMS W -0"x20'-0" ENCLOSED BUILDING EXP B JOB NOS iT I: TEE PROMT-. 0I NWK —0 ASSOC610 ENGINEERING AND PROJECT NGR- VSII BAT , 12-10-17 SCALE- NTS 1 Ifiw/173m nC ~NMIZED REPR KCTIO•L CO►1EING. OR OTHMISE USE Or 11 Is STRICTLY PROHIBITED AND ANT INFRINGDOO THEREUPON HAV _ TO LEGAL ACTIOL CLIENT- TBS T.:. BVG. m SK -3 .. BuX EAVE KAr i ER vuKTICAL RuuPSIDIfNu uPTIvN PANELS fASIENED SO PURLINS I TPICAL EAD ELEvA I I01C vER I ICRC RGDIFi a,ulla[3 OP I IGIa 3r..rl!: 1173 TYPICAL SIDE ELEVAIIOR vN i iCRE R&W., awilaG GPI IOM 3c..LC RT a NCL KOM PRNEL M 1 1 RCRMER 1 (ALTERNATE FOR VERTICAL ROOF PANELS) SC„LE• es T S MOORE AND ASSOCIATES tNC.i1NttfUNCi AN1J CONSUL 11NCi, INC:. I�-Ia .,Aon rERR"RO 01.-AtC ereR:R: TYPICAL SECTION VERTICAL R00FiaiutR0 OPIIOIa SCALES NTS SEE NDiESlS'_-18 GAUGE FURRING CHANNEL SPACED aneei 3: FM. noRE rl— -o• Gs. .19r,r-NTc"Cu P R n-:Inen 7C E -en aW7Ew :::n eE: o�. a l: ;ter 1 TPICAC FRTiPI11v0 aEC 1 i0A vERT1CRr- ROOF.SIDIAG OPTION ii....ze V. i;;T I TUBULAR BI ILDING SYSTEMS 30'-0'k=0'-0" ENCLOSED BUILDING EXP B CNecKea 3-;. PDH .xle ND wr IWRIRrfI W THLBXUPM My 1CLIMT rss Ism :s 19v4 ND SK—] ktE= , OPTIONAL DUUR HEADER 9 „9_D „9_,n GA- GA READER DEIAIL FOR DOOR OPEIg AGa 12'-0" K MlC i R i 15'--O" MOORE AND ASSOCIATES LNVINtVIMNV A1NU t—uNSULIING, iNC. MIS OOCIIIEIIT IS S ACTLT I'MINITED —0 — IWWPlGiET[PR TlIME)UPD! wr, K SYSJCCi TO LEGAL FCTIW. 2 1/272 1/2-14 GA w 3/16 77 r'iP 3,16 FIEAjjER UE I A1C FOR AM OPENINGS LENGTH c 12'-0' SCALE NTS TUBULAR BUILDING bYaI LMb 3W-0",.20'4" ENCLDSED fSUIEDING EM B JOB NO 12-18-17 SCAL D NTS I lfi=/17=S 16 DVfi NO, SK -3 A'EV- 4