Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Loads BP#9243
wNNS . PROJECT NUMBER: S12J0644A "AR 0 8 2013 M B A R > 6 6 6 6 U I. M B E R NUIR PROJECT NAME: BEACHWAVE COMPLEX E In '' • PROJECT LOCATION: CAPE CANAVERAL, FL COUNTY: BREVARD A`' a t t g ; g iwFal B U/L D/N G SYSTEMS CUSTOMER: UNIQCO, LLC GROVELAND, FL • A AC472 A DIVISION OF NUCOR CORPORATION _ _ BUILDING LOADSi g- - DESIGN CODE: FBC 2010 BUILDING END USE: 3A NOTES AND SPECIFICATIONS - AND SECONDARY STEEL PRIMER COLOR:RED - YES NO ROOF L1vE LOAD: 20 PSF MBYA DCC.cuss DURDINC ERECTION NOTES ROOF SHEETING,TYPE CFR 24 CARE, FINISH:GALVALUME REDUCIBLE PER CODE II -STANDARD BUILDINGS 13 qq 1)TIE GINERAL mrtRICICA ND/oR ERECTOR b RLSFolmae m WILY Aro ® ❑FASCIA.PROJECTION:2'-0" TOP OF FASCIA HEIGHT: 22'-0' GROUND SNOW LOAO�PSF SNOW EXP.FACTOR.Ce: --_ U! r ERECT 0c METH BULL/AC sssm N COPFORMWCE MIH HESE COMICS. ROOF PANEL CUP TYPE:❑N/A ❑TALL ®SHORT ❑OWI TTY ❑FIXED ®FLOATING FACE PANEL TYPE:REVERSE CLASSIC 26 GAGE, FlNISIA CALVA.UME ___ _ j 3St DSMi --- =mown.NO ION STANDARDS PFFV+O6 m PRDPEA ERECTOra TEES SNOW IMPORTANCE FACTOR. la: 333 ACTINGS WHERE a NOr 1A11m 111 nE COMA U.Q DF TOPCECURINNrf 0T1UYS AIO THERMAL BLOCI(S:❑YES ®NO EPS FOAM SPPGER:❑YES ®NO RACK PAN0.TYPE:REVERSE CLASSIC 26 CAGE, FlNSH:CALVALIWE Ey 4' OCLLCP.Bit ��FCR swam.PUMAS. WINO: 167 moh WIND IMPORTANCE FACTOR, h: 1 g AND=PPM MOD SECACVN WALL/RA1NG,EMBERS(ONES OR ENR ASIS) tV CLAM.OR Aro YDS■ ATE Nor OL9am m FUNc11DIE As A MORS MAMMA DR P00.OE 52FE7Y TIE as SEAMING METHOD(FOR CFR ONLY)::NUCOR ROLL LOCK arms MOM,NE CAP TRIM PAINTED:GALVALUME BASE TRIM PANTED:GALVAWME EXPOSURE: C WITHIN HURRICANE COASTLINE❑YES ■NO ATTAORENT N ACCD11DNNCE MTM PO RECUE1ENIS=MONO ROOF MOO ROTI To M DEEM PADA ADR n PRCAD D N GLVWYE DRQ Noma(w!<2 CR ON.csrsT,45 Nor aESwtEv TO PRo.1oE SART,'is OEs AupE,y4A1 SONO NIOISNE,oN ��OR VISE LOCK" Ammo ro WPM,�E ❑CLOSED SYSTEM.CLEAR UNDER SOFFIT TRIM: UL 90 ❑YES m NO C CD A1eIVNEM N remimlNCE MEM) 1601 pnS ®?NUCOR VISE LOCK 360"T11 cookaewe Roos-eOrNt N.161: tte.:e TION. 1 2)ALL 14f91 OTISYCIN 00.15 ARE TSE AS1Y A4.{'NE ARE m BE s4STAum TO TME COMPOSITE ROOF DE TYPE N/A .-- SOFFIT PANEL TYPE / rwrRc,nt PPw-CN,N.No.TO W p SNC-dart'CONOErbr AS COPED er THE mr...'.1RN EGR elv rn _GAGE. FINISH: _GCE.FINISH: OAR Rod-Coot.No.SSE. CFA Ebel. TrvylNe n6 Pool-Cort.No.290 Z '- nem INCA:2520 CM N9O ROTS 20a P0104.am:et E.1.MUMS 1ATED ROOF DECK ONLY,TYPE:N/A _GAGE, FINISH: - SOFFIT TRIM AT BUILDING UNE PLANTED; C8SMICR CFR Rod-Const.No.5510; its I Root-GAOL Ne.J32 p CI EN Of11E1R15E M. NOTE TMTIECUS,INSTAMPEDI10II DD NOT REPAVE RASHERS SEISMIC INFORMATIONi-t'- I CV SL109 6 .. _ ,.. .. ..,� ROOF UNE TRIM, PAINTED:POLAR WHITE ®OPEN SYSTEM.(NO SOFFIT PANEL PROVIDED) --- 14 CV CO I EXTERIOR WALL SHEETWC,TYPE:REVERSE UASSIC 26CLEAR UNDER FASCIA: 12.-0' SeismicDesig^mpp.Foetor IE: SeismicS'1b Category: so 0 CD co 3)211 A307 MONO 010.15 ME TO EE ER000HT TO A'SNUG TOM• GAGE. FINISH:GALVAI.UME = CO CONORO1 m ENSURE TAT THE NAA1EEN5 N THE OM ARE BROEAR MaMNR PrOe.dura: ___ Design Cot LCA co N70 COM CONTACT M7111 EAG OnER EXTERIOR WAIT CORNER TRIM FINISH:GALVALUME ® ❑PARAPET SYSTEMer r 4)WNf7S NE REMAND AT Ni.SLOTTED C094CT56 S AS PCCLP1y BOa1e SFRS: __ .HOF 10 Sm EC,p,R CPC WASNFR REOUEED 555¢ EXTERIOR BASE TPoM,PLANTED:POLAR WHITE ®STRUCTURAL PARAPET 0 NON-STRUCTURAL PARAPET 0 NOT BY MESS )91 A No N p r•-) -Nm 10 Slur COTAECIXXI ISO WEED COMMMTBE S.1 ON£201 SCE FRAMED OPENING TRIM. PAWED:N/A1)1724.1.41020.COO LOOS.1119.320 MOO=N3TED.ARE ASSUIDD TOP OF PARAPET HIEIG}IT: 22'-0'/26'-0• 13 M Op p OF 711 gOHM]:iCN 1IOWtATA AT LAPPED ZEE tE180es,MEETEA PIMJNS CR ORM NO WASHERS ARE REDIIRED N THE 11-OPT RAPPED CCM. FRAMED OPENING COVER TRIM.PAINTED:N/A BACKER PANEL TYPE:REVFt5E CLASSIC 28 GAGE.FINISH:CALVALWE COLORADO. M SIT .(6E1Nc,HMIs c - 5)711E METAL ELLL0NO SAPPIER 9Nt1 111 HONED PRIOR TO NW1ES,9EIY.WrdlEr 111 MrBs. U : Z MD MooE,OI1C48 M10CEx•MEab yule BE APPRo1TD Eft ME 14Tµ WALL FRAMED OPENING.SIZES N/A 0 ®CANOPY(EXPOSED BEAM).P .f NOP = 0T MODS•OR s NDFpuL MINDERS ME ¢Z x eLans,e yrPUER BEFORE MDRM b 1dCERTAIEAY. ) PROJECT/OM O X E)ALL TOMO MUST BE PFRORMED of AMS DOWNED PEKOE TITER AT NAVE UNE 0 BELOW NAVE2)r,1E CORM OF , Q 111<tame PROCESSES Aro 06ICT b�20WED.NL CDC MIST BE 0 111 MORE POOL DIY RI CRORY LIMAR N LOAD.AS m : m N= 0- COMPLETED NO NSPECTD II ACCOIpNE(MEM 711 ATM/CAERE NO ROOF PANEL.TYPE _GAGE.FINISH: 0ETEi6NED at TE APPLIC,NE COOS4 Ip 11 SPDPIC.QG16 ICU)EELTR006 INE USED FOR DE S (OR SNP)NSD PROCESS MUST LIE 70I01 OM SPED. IIrNOReFA.COMM INTERIOR WALL SHEETING.TYPE:N/A _CAGE, FINISH: SOFFTT PANEL.TYPE: _GCE.FINISH: BUILDING II i 0_ 71 ommTC N ABBREA Aret ; e TP WO-TYPICAL UNLESS NOTED OTHERWISE yM_y1�,R INTERIOR CEILING UNER TYPE:N/A GAGE. FINISH: SOFFIT TRIM AT BUILDING UNE PAINTED; A Alf-SHORT UM STR1Xx NIC-NOT N COMIRACr ROOF DEM P` 4.00 \,11(I('1I/ • LLv-LONG REG 500/1001 -SL RUIN INTERIOR WALL TRIM. PAINTED:N/APRL CLEAR UNDER CANOPY BEAM: A IS t IS-NEAR SEE NO FM SDE 5Q N/A-NOT APPLICABLE • DAL-OITRALL LENGTH D MS-METAL BUILDING SUPPLER YES NO 0 �,BOXED-OUT CANOPY. PROJECT/ON: 0 AT NAVE UNE ❑BELOW NAVE COI. 5.00 \��\\t� D. Noe///// B)GD1a1RIr5RON LOCO DUAL NOY H PLACED ON AH!SOILICT 6.STEM FRAAdax ROOF PANEL. TYPE: SEC.COL. • 5.00 �\\\\OAti rT /� PRIM yta FRYEYpE(IS sAFF1T eOElm.rELDED,OR 01HTTNASE ADtDL1ATELr ® 0 DOWNSPOUTS PAINTED:POLAR WHITE CUTTERS PAINTED: POLAR WHITE _CAGE.FINISH: SNOW Ct ___ \4,C11�N.P'0 E N,�'� ❑ ® WALKpooR5.QUANTITY: - PAINTED: FACE PANEL TYPE: GAGE.FINISH: SNOW Cr -- �'\ 9)NACOS NO 0015 OWL NOT EE USED AS NI ANCHMV E PONT FOR A FALL � ARREST MTF71 UM=AIRMEN*PROW.b MANED FROM TE MEIN BLLDEPG 0 ® WINDOW'S: PAINTED: SOFTTT PANEL,TYPE: _GAGE FINISH: ROOF SNOW '` �1f04•PKb 101 PMIS WY PO BE USED ASASOFFIT TRIM AT BLDG UNE PAINTED: WINO ENCLOSURE: Enclosed SAFETY AFTER NJ. Yrr10 10141vrG 5l 1611 100 1261. ® 0 INSULATION(NOT BY ABS),ROOF:4'BATT WALLS:4'BATT �_�_P� - / �� 1,(,I W PRORCISI 6 ATO/OEII PF1bWNEM OEOOfi HK DEM 94THEID NO FAIL P rum 0 CE CRANES (SEE CRANE PLAN FOR ADOTTIONAL CRANE INFORMATION) CLEAR UNDER SOFFIT: BASE TRW PAIREDMJ: �` 11 WN5E5101KN 10105 NAT BE PACED ONLY MTN1 A 201E TMT IS WE71N 8 FED `D.` oF THE 031101-UNE OP THE FRIWIN 010001 MOPeve CAR eLIOItS scup)H 0 XI MEZZANINE(SEE MEZZANINE PIAN FOR ADDITIONAL MEZZANINE INFO) 0 ®GVM EXTENSION (CONCEALED BEAM).PROJECTION: SEISMIC Ca® iO STA E OF = a HMJ:D COSILY PTA THE RICO FROM \-, 12)ALL POD 0(500 CST MELT 0510 DR 1045 SWOPOS AND N No CASE 0 R 0 ® WALL TRANSLUCENT PANELS, LENGTH: QUANTITY: SOFFIT PANEL.TYPE: _GCE.FINISH: BASE SHEAR KPS. ___ '�j F� RAI P`.....„1",,\\ O 4A ACCEPTATEE LORD PDCTO USE SIWWE WIOb 101055 Er 111 NN As A 59510006 EN oR / V OO ` \ 0 ® ROOF TRANSLUCENT PANELS. LENGTH: QUANTITY: SOFFIT TRIM AT BUILDING UNE PAINTED: /// S NO U U GENERAL DESIGN NOTES AND MATERIAL SPEW-CATIONS NSIIUTED PANELS YES 0 NO❑ 0 ® E EXTENSION. PROJECTION: ////I/1111110.�\\ ¢ 6 -"I d 1)ALL STAMM.STEL=TIPS Aro YOZED PLATE,EMM R.S ME POOPED IN ACIX1D519. 1(6 111 NSC SFT2710.10Ns roe PLATE 5ID0.MUMS- 0 ® PIPE JACKS, SIZE SOFFIT PANEL,TYPE: ci ALLOWS( 5151 DE5+01',1N1E71 COMM at MAIN NSC 21.SI A1MXb EOR QUANTITY: _GAGE,FINISH: THE SPANDREL.CHANNEL WHICH SUPPORTS THE TOP OF SDERMXNL STEEL BANN:Y. HinuIT RI EnrtE61 AS REOMRED Br 1 E SPEOFTD THE STOREFRONT GLASS MUST BE ATTACHEDOF TO THE WALL = 8 BLOOD COOS ❑ ® ROOF FRAMED OPENINGS.SEE ROOF FRAMING PLAN FOR SIZES SOFFIT TRIM AT BUILDING UNE PAINTED: AT 4'-0'O.C.(MAXIMUM). 7HE DESIGN OF THIS U d �.SWINGLATER EORIOR STEEL IS NOD CN ANS 01.1 S1RUgM+IL%MOO 0 DE ROOF CURBS(BY ABS).SEE R00F FRAMING PIAN FOR SIZES 0 ®PARTITION WALL SHEETING ATTACHMENT 6 BY OTHERS. FIELD ORIWNG OF THE m 3 CHANNEL FOR A BOLTED ATTACHMENT WILL BE REWIRED. c3 15 0 oEyON Cr COLD FINNED SRUCIIREL LOPECRS•WEST EDRC/L ❑ ® RIDGE VENTS, lD'-O'LONG X 0 12'❑9"THROAT. QUAIITTIY: PANEL TYPE; _CAGE.FINISH: JOB Noncom 4)N.E MEET E can EDITED VIC b BASED cm AAs 213•s1R cnm L mow S4NGLEUNITS 0 CONTINUOUS UNITS 0 PARTITION WALL TRIM COLOR: ERECTION MANUALS REQUIRED S 12J0644A WOE-NEL?STEEL•,IMEST FDrtgN WNL PANS E MTN nos PROJECT.THEY IRE � "PND OF TME STATE OF FLORIDA OM ZEE PR (ERECTION MANUALS ARE SHIPPED WITH THE SHEET NC s7`A RIT NEERED MMOL BULLING AND NE FABRICATED w ACLORDYILE MTM TME BUILDING IN A WAREHOUSE PACKING CRATE) TSS D s(JRN f9�""of nE cam SKEW SUMAC f°`STEEL PRODUCT APPROVAL NUMBERS E '�DET w v FFR ROGF v(NsaToo)OR❑(11826p). ❑ANGLE CURD(H98Do) Cl of 1 6)MAZES WED `��1 I II�� Corey D.Norris,P.E. E)Mu1aM.0 eRM., 0 OASSIc ROOF 0(H9420)OR❑(116201) ❑mem aNRe BOp rum mo n 611611 I'NN_ FL2686.1 ACCENT WALL. 2690. -.Nig 1 I (MST Off A 200 Whetstone Road 0 SMG 4O6W0)OR 0016300) ❑NL78 8 s•-tr MME•nwD MOT-..A529.GRADE Satl �� BASE MOO ASff SS w CR ATE FL2686.2 CLASSIC WALL 26gD. auNNn Swansea S.C.29160 /1 B1nr-w s STRUCTURAL 1EEW MVEWL_MON ss(0t NAAS 0.1)a 53 MDS COILW 7 (❑JOIST BROOM PACKET(SEM SEPAPoUELY BY JOIST IRVIIFACNItER) I 1„Aah, Hor-ROO sTRuc11WN ASE G A'02 mum W DR ANN CAVE ED FL2686.3 REVERSE CLASSIC WALL 26ga. Florida P.E.No. 56425 1"r STRucTL 1.?UDE A500 GRADE a(4E'°q FL4891.1 CFR STANDING SEAM ROOF 24ga na (PEP) { $0.2551 21 A101 CRAP ORA1(42 IS AXE on �I (m►a PERMIT SUBMITi'Q�, DRAWING INDEX WtD-FORMAI sERUCREl11 A,O71 OR AE0.1E SS(OR HAAS at)01 53 FL4891.2 CLASSIC ROOF 2 0. yXa1DR NE I stP-ssvrn;m„..„0 Tu RDE Ras PANES 24702 WANE a m WNO1 E7IS IS A COVERSHEET Cl STANONO SEAM RDF PANELS_2792 SHOE S0.OAA, FL4813.3 VR76-II ROOF PANEL 22go. & 24go. MO.ONLY NOTAN APPROVAL SA/BOLT DWGS Ft. F2,Fs 11III _AGRPILD PR. �T R-IRAN.AND!1-P.Wa SONO_AEQ7 COMP E4 OAA 1 OR FL5614.1 CLASSIC ROOF/WALL TRANSLUCENT PANEL N A MRNCALTE NAIL as LCILUMN BASE REACTIONS RI-R (SvwwE 8 1/2•0 11•smarm) 2792 CRAM ED.MASE, / SNDMIN CC(NO R Al J-0 MAR 0 STRUCTURN,/SHEETNC DRAWINGS 00 MACHO 4220 006*50 00.(NOTA NUCOR) f,1-E2. 12.1. E3-123 5 0[9[D Ar1ors3.5.A CANE IXR1G11M6 M)a W.,NG OAA A GOP DIS.7-PRE ?(,013 BI NUCOR MOND MOOS.A REVISION NOTES „O, ,f PROP MUDS ANS 51.1 LATEST COMP 1;1EFL M(MIO SELF-OPPORIED 111E ORNM1NC5 . NeN-STtE1010 EATS A323 TOE 11Evn N«oft 0t DESCRPRON DATE iaR5F1E'`2tt OF MAw100 wwsrc 00 oMFAs NO CAN a nAtnw WO.Mn AEPRfm1r M90 TSE I HMO HO ILL CHANGES �E MADE,ANy DETAILS Ot-DIT ARE INC PRa5u0T RI NMDoR 60010,E DP15 M]07 DIODE A NIX 1 VIE PORIA E7LwE COMAS NON USE I I/4•ANCHORS. SEE OETAAS E t F 01/!0/13 POND s1STOMi M 5aYflmrc A�. Hop NAPA,aro., ON PRE 12 MBS WALL PANEL LOADS REQUEST FOR CHARGE WILL REMOVE ::AL'"ODSPO•PPEMs 0o SER PROSE SELF-SUPPORTED WALL BY OTHERS TMEPRODUCTFROM THE SCHEDULE IS`MND le ACP 5 0 M"D"` POPS AND DOES NOF SORE M at 01R RI 111 PROJECT POKER C RECTI 02 SH1a1 r OE CONSTRUED AS SU01. (4) 1.7 ( Z ) ( 3 a �51 5.6 () 6.4 � Q.3 cs) ANCHOR BOLT PLAN - —STEEL LINE • �/ �/ �/ lao'—o' / / GEN "• OTES a o S R •STEEL LINE T. HE SPECIFIED ANGIOR BOO CRUETER ASSUENES c • • .p F155A GRADE 36 UNLESS NOTED OTHERMTSC ANCHOR :.46 v V ROO MATERIAL OF EQUAL OLA ETER MEETING OR ToC. 77'-4 3/4" DCEEOIG TIE STIR NCM REauIRO+o+rs wl 11/16" SET Fo 21'-0 19'-8 716" ~ • • • / • -�• ON THESE CRANKS MAY BE UTLYm AT THE b O 5 !h 55t DISCRETION OF THE FOUNDATION DESIGN ENGINEER ANCHOR RCA)BASEMENT LENGTH 7 TO 8'-3 13/16" TO I DETERMINED er E noN SHALL E�NaNEFR. g g It ID 2 METAL BUILDING UFAG7IMER 6 NOT RESPONSIBLE s d Z STEEL._�? 20'-0" 20'-0" 20'-0" • 1 11'-8 3/16'9'-4 1/2'10'-7 1/2' Mei STEELOR PROJECT FOWIGAATTOA DESIGN THE FOUNDATION VI UNE • • • • • • DESrrR 6 TWE RESPON98ETTY OF A REGISTERED o STEEL STEEL LINE 'AlZ PROFESSIONAL ENGINEER.FAMwn MON LOCAL SITE LAI 1 LINE •UNE o J 3.ALL ANCHOR RODS.FLAT wl$HERs FOR ANDER RODS. (Fy-R 1, F EXPANSION BOLTS.AS WIOL AS ALL tl todS 0_W. • • •I y M�E PLATES ARE NOT BY _ 4. ACTUREFL TNG DRAWING 6 NOT TO SCALE. } H M I I A I To. • • • 11'-O W Z O II O �© O O O O O © 0 W 11,-0" S.TRASHED FLOOR ELEVATION 100'-0" g F W IRNLES$NOTED ONERNISE. CD_ AT ARSE �--# 1-10 3 • y 7 /� 6• SINGLE GEE COLUM S DOLL BE ORIENTED NTH THE lg V1 7 W {v) I zO -VI/ O H --"~ LO A.4 ARO THE LOIS ENE UNLESS NOTED a E 4 I O m 1 7.THE ANCHOR BOLT LOCATIONS PROVIDED BY 14TAL CS 100 n'0 I I b 1 I O BUILDING MANUFACTURER SATISFY PERRNE T CC I p N7 REMADE/TOM FOR THE DESCH OF THE MA BLS W O r I I I I I MANIC MANUFACTURER. PLEA E NOTEUED THE MESE MAYZ co A—CV SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE REOIBR 4TS DEPENDING ON TEE DETALS OF.E `-•CV.--- //�� £OUNOATION DESIGN. BECAUSE FTS►IMTRIN DESIGN- Cr)07 I (NI 00 I IS NOT*MON ME METAL BUILCANG mANUFACTURER 0- 7 • • H O I 1 I I 1 O H • • - n \ SCOPE WORK.IT IS TIEDES FDIN6AHTM10N = =N O CXR ��o// ro MV(d ,w TMv SUFF1C ENT CONCRETE EDGE ` cD T DISTANCE 6 PROVIDED FOR THE ANCHOR BELTS IN Ir O C--O„lam THE DETAILS INF THE FOUNDATION OESIOR ¢ c0,— to I I 1 �. C-4.......,09 n I I I I I `- CROSS BRACING O LJ pip o ILII = Z�.� BOTTOM OF BASEPLATE 3 ,°� oNOQ I I I I I I H1 co =62, ELEV. = 100'-0” L ; C1 oN AT FINISHED FLOOR IDI • �O I I O\ GC:) I I I O • Q II I �'� I I I H IIIA N C ANCHOR BOLT SCHEDULE o I 1 I QUANTITY SIZE PROJECTION b I I I I I O ( 1\ 1 56) 3/4' 3'FROM BOTTOM OF BASE PLATE I 0 1' r FROM BOTTOM OF BASE PLATE 7X Ol III I I 1 II I L-_•+ 1 1/4' 3"FROM BOTTOM OF BASE PLATE J 0 THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS NOT 0 O I I O`„I • ONLBUTYALSO THE FOOTPRINT OF THE M��BUILDING.G.BE PLACES. O J • A INDICATE WHERE THE ARE I I I I I I v THESE SETTINGS THESE BOLTP TTERNS BE FROM THE ARCHITECTURAL IN THE EVENT THAN w -J e II • RAMEDPLANSATEELY.METAL CONCRETE ING S PLACED. CONTACTED 3 g • U cg57 ._O h I I I I I 1 o CDC) Z u bO JOB MEER Al ✓ I 1 I I I I BEET NO: S12J0644A OE - • ~0 Cf---- _ — t 0 $�° 0° �° �H �1 \`\olliir�,, Fl of 3 t z 7 US WI LOW EAVE E1-- //'�� ATT _ W =�I R = VAT M • 20'-0" 20'-O" 20'-O" 20'-0 20'-0" 1 /�/,,,rr���a' • STEEL LINE • 140'-0' STEEL UNE �O SA = A E OF ::••_.� R • , t,S_(j•.�4 OR I O P"':'Cj\�:`\ .4$6,MUMS IGINC(3 � `T 44TEROLS CCSKOCO MO SUPPLIED NA L OOLONG SKIMS. C3 (21) CL-r) (1) (1) Core}�b!:IrTtiiH�s,P.E. 070N30 200 Whetstone Road NK me m""" SYSID4 W NUCOR Swansea,S.C.29160 Florida P.E.No. 56425 ROT SE cvsmuS AS SOD..- • 8.. , 2• 4" N 2 1/2' 2 1 2' SJOEWALL •• '•:'' ^ .� 1 1 .1, 6 1/4" r 1 1 / 1 i ICv ?2.-2. a i -- — : O O FRA.I N Ito-*-- EE • 'iy 1 1 I (REiERET10E ONLI) / M : :: Il 1� N �i -- i '- --- 4, 4 - _,-------(13.- -- 4-___.., ' —O • —r N —01 I IYRFat 1 T 0'-10" 2 t/2' z t/2' 0 9 3 4" 5" N ' ii 11 i BU4LX BU4RX " \ \W /1\ __PORTALLUNE A BU4Tlc BUM( 1 i 1 3 I BO SWI •ANCHOR B I (4) 3/4' •ANCHOR (4) t 1/4'•ANCHOR (6)1 t/4' •.ANCHOR Pc44TRX BOBS WITH A 3'PROJECTION BOLTS WITH A 3'PROJECTIONC BOLTS WITH A 3'PROJECTION D I BOLTS WITH A 3'PROJECTION E ICO UMNI(4) 1 1/4' •ANCHOR BOLTS WITH A 3'PROJECTION (// 1 7 1"�-.rte SIolwuL 6 8" V , , 18' JS, 45.21" N 1/T' 6 1/4" STEEL 4 9 y 2'-2 I '-'- UNE 40.56' Ts• O __I f to 4JpC>•— CV I �o F I I \ ceg-,, I CV .O N N- (Rs/CJV.NQ YJ "r •' : = cz o 12 I a I H M o-Iv") - o,, N r t --IIIIIII — = oZ /� Poar caERuu 5 9 3 4" �!.0. ` 0 >.< m >< /1\ PC44TUC 8" 2 2 m(f)=l i PORTAL } BU4TLSK 8' BU4TRSK , 11 �� �1 _ o _ F COLUMNI(4) 1 1/4 •ANCHOR BOLTS WITH A Y PROJECTION (4) 3/4' •ANCHOR BOLTS WITH A }•PROJECTION I (4) 3/4' 0 ANCHOR H 1 BOLTS WITH A 3-PROJECTION Sic , 1 _2. 40.56 46.8 8' 8 �� ��' 46.85" STEEL NE 7,5•�6• S UNE 45.20" :21 mi,...•22.... = I lollN. \ N 1 JC a. cv 11111 1 a Pi -, lI H O e. MEP IMF I2 1/2' 2 1/2' ' � \ 3 a O o ?I 1'-0" 2' s' I 2' 2. 2 U 8 g IBU4SKTL Q J (4)1 1/4'0 ANCHOR BOLTS WITH A 3'PROJECTION (4) 3/4' 0 ANCHOR 8" BU4TLSK 8" W g Z K 1L m U f'g C1 L I BU4TRSK BOLTS WITH A 3'PROJECTION • (4) 3/4' 0 ANCHOR ,Joe HUMBER. BOLTS WITH A Y PROJECTION S12J0644A SHEET NO: \\o��1 0.'VO i//��' F2 of 3 00,01, • STA E OF ��� "'��5' PZORIO�;•''C9��. WM./5 MOOD MO SUPPLCD ///...,/,..,-..... N A 1. E\' Cr NUCOR«Nnm SOWS.. MOON OF PLCOR CORPOPATOK Corey J.M IINb as,P.E. " 200 Whetstone Road 9NA'4 M"s'"5172'9'1.°;"" MSW Swansea, S.C.29160 IH 0 Zt"r1C5SYSTOO NO OCCS POT l OAK AS Florida P.E.No. 56425r4.°.b` ,. ....... .....__ iiii-''- g:ElIr.Z..'7.-gZ.Z (11SANI4OWN FOR REFERENCE ASSEMBLY ,.. _ -...•-.. - - - - ONLY) il . - II .1 :......... ii ' COLUMN . 't• II .. .; it tttEl & : • :•') FINISH II 1.. FlOOR IN II I f a . 0. . .. ., ii • , . 1 1.-2 1.-2 .•:. . L.. : :.. ..___ , . I ., .. ... ,• 1 ,ANCHOR BOLTS g 1 I 1 BPFING 1 a 1 . I I TYPICAL COLUMN BASE PLATE DETAIL 4 P, E 6 g m• 'co -14)--(1)-- " I l''' 11 --0-4- 11. 03 TYPICAL COLUMN BASE PLATE DETAIL AT SLOT-HILLSIDE WASHER LOCATION 1 t 5<1 g , -- • 11 `03 'co _ II • -0'--0--- : " • to 1,0 . • _ ,_ s'" ,=•.. .: c) • • , N . . 8" 2' I 4" 4- I 2' 8" c si n c,J c0 I 3 t = ci...r)(is 0.-10" 0.-10" I ••• 1:=,e,....".. 0 ,.. C'q -C)r•-) si ,..6 ) 6...22 n 8(I) ..,... .•••' ... 1..1 E CD CL M 0_ M (4) 3/4' 0 ANCHOR BOLTS WITH A 3" PROJECTION N (4) 3/4" 0 ANCHOR BOLTS WITH A 3' PROJECTION X LJ-1 _I Cl_ . M 0 e u , 0 > w > - - II< i 8 i co 3 g D 3 JOB WHOM S 12J0644A SHEET NO: 0111111////, \\\ 1 a NOW:, F3 of 3 -...X .,.• 6E ., /, .... ..• ... i z.•• i ,•40••25 t• , _ . .-. ,-........ —131 . _ 3 _ci /:Li, Luz: \ T•TE OF ../ .,-,... • •-... .. '/,<Isv• ZORIOP'....**/(, . o &,•-•.................-t\-\\\• me SCM.'MANS ONLY TO DC /I/'0 N Ak- \\\ LIATUVALS CCSIGNEO MO ARAM Pr Ni/COR WADING SYSTEM A I' Corey .b'tkid`\\*ms,P.E. CM90.1 Or NUCOR ONPORATON. • "..1...'"-fs.'Z „ AK'HE PRODUCT Or 0000R 200 Whetstone R.oacl -=`,...."'°I.;41.7.T.Ir Swansea,S.C. 29160 wd".:"„.:::.7 Florida P.E.No. 56425 gr.:mt`cmr-Z../'Era-. PURUN CUP PURUN CUP PURLIN CUP PURLIN CUP PURUN CUP PURUN CLIP PURUN CUP WPURUN CUP A h TYPE U.N.O. TYPE U.N.O. TYPE U.N.O. •..TYPE U.N.O. TYPE U.N.O. TYPE U.N.O. +TYPE U.N.O. TYPE U.N.O. ROOF FRAMING PLAN 1) PURUN AND EAVE STRUT CONNECTION BOLT REQUIREMENTS: a g • A307 AND A.325 BOLTS ARE BOTH USED. REFER TO . THE DETAILS FOR SPECIFIC USAGE REQUIREMENTS. H 2) FBC /FBE_ INDICATES FLANGE BRACING. Y r z - c• r r N r N iv N `v N _ - 3) SEE SHEET E5 do E6 FOR MAIN FRAME FLANGE BRACING. C c a a 0 0 0 0 0 0 0 r, o a J 4) SEE SHEET E2 FOR PURLIN BRACING DETAIL i I i i i i i i m i 7 I i 5) ALL EAVE STRUTS ARE 8E060 U.N.O. i La 6) SEE SHEET E2.1 FOR HOT-ROLLED ANGLE PLACEMENT (820899 P8Z012(.089) ^•82011®0 P8ZO23(.067) •82024(.067) AT SKEWED WALLS. �© i: ••: ►,C �� �.0 W' © Z: :8 C• . WC ®J w I )(2)PA8005 X(2)PAB004 . (2)PAB004 i l'-0" w W L[:tlQi•]1• P8Z01:.089��WC �"✓/L�R� P6Z02•.067 x WC®w 11'-0" Z 11t4Z•t 089 Z •. .0 PRO •.060 C N I (2)PAC13 X(2)PAC01 A.4 =►4DII��I •11�� • P8Z019 .060 ! iY jg•TTi)Z:q + A4 5 II we w. P8ZOO1 .O6O II18 11 : •,• P8Z012(.069) P8Z014(.089) P8ZO14(.099) P82014(.089) P8Z012(.089) MI, co I �(2)PAC73X(2)PAC01 gI IP8Z012 .089 PBZ014.089 P8Z014.089 P8Z014.089 P8Z012.089 II a )(2)PAC13 �(2)PAC13 2 O (2)PAC13 CD..- 0- �� II PBZ002(.105) P8Z012 .089 PBZ014(.089) P8Z014(.089) P8Z014(.089) P8Z012.089 P8Z002.105 II ^ .Z . Z cz)CD CV q II -�I • • / 1 �(2)PAC13. 77 o cel J I P8Z002 .105 P8Z012 .089 P8Z014.089 P8Z014.089 P8Z014 .089 P8Z012.089 P8Z002.105 j -(1) v �(2)PAC13 N crs I N �(2)PAC13 is co co N r FLANGE BRACE �(2)PACI3 �(2)PAC13 o i LI N^co� • II II REQ'D THIS - Q SI oo a ® I I- I I ENDWALL o �(2)PAC13 a Al. (..„:5.„),R cO n fI- _I n �(2)PAC13 ' d p= �(2)PAC13 r i 2 Q Z x I P8Z002(.105) P8Z012(.089) P8Z014(.089) P8Z014(.089) P8Z014(.089) P8Z012(.089) P8Z002(.105) I I I X(2)PAC13 E, o IN o I P8Z002.105 PBZ012.089 PBZ014.089 P8Z014.089 P8Z014.089 P8Z012 .089 P8Z002.105_, • o C ) )(2)PAC13 �(2)PAC13 1 a II I \��77(2)PACi3 (11) FBC44 II I �(2)PAC13 �(2)PAC13 • FLANGE BRACE _ �j REVD THIS I I �(2)PAC13 o ENDWALL 1 - I , j I o �(2)PAC13 �(2)PAC13 P8Z002(.105) PBZ012(.089) P8Z014(.089) pup.'4(.089) P8zo14(.089) P8Z012 .089 P8Z002.105 II LI 77 A.2)PAC13 � I I• w c J jPBZ002(.105) P8Z012.089 P8Z014(.089) P8Z014.089 P8Z014(.089) P8Z012 .089 .1 0 (2)PAC13 �(2)PAC13 (2)PAC13� 0 • II- I 0 0 P8Z012(.089) P8Z014(.089) P8Z014(.089) P8Z014(.089) P8Z012(.089) _I o 77(2)PAC13� �(2)PAC13 ¢ J o I I 5 o P8Z012 .089 P8Z014.089 P8Z014.089 P8Z014.089 P8Z012 .089 (2)PAC13 Qw �' I "• )�(2)PAC13 �(2)PAC13 m a z I - •.1 060 WC W! ': •d .060 I 77(2)PAC13 <" (2)PAC13 '°e'"rueex 1I P8Z012(.O89) P8Z01 4(.089) P8Z01 4.089 P8Z014(.089) P8Z012(.089) OI I <> <} X(2)PAC01 Si 2J0644A �� E81001 - E81002- - E81002 - E81002 E81002 - =; -E81002 - E61003 ;� • • 1)PASO032 1)PABo03 ��T 1)PABoO3 �� \�JtJI �1)PA8003 �1)PA8003 1)PAB003 �•+�T L... w E 1 of 23 �o D © O o No \\wilrru�� W N• a ® Low SAVE I ® ® r 4.a W ' \\Oikt`( �• Np41 / •n (16 YK P82005 (12 YK P82011 (13 YK P82013 (13 YK P82013 (10 YK P82013 ((11 YK P82011 (15 YK P8200.541 , � � $2689 PURLINS 8260 PURLINS 82660 PURLINS 82660 PURLINS 82660 PURLINS BZ PURLINS 82689 PURLINS n . I `��* / \\ S ♦ i�� THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. IRIS BAY U.N.O. �n _� N. ••'•.�, r • (2) ROWS REVD • (2) ROWS REVD • (2) ROWS REVD • (2) ROWS REVD • (2) ROWS REVD • (2) ROWS REVD • (2) ROWS REVD • REQUIREMEENTSS g g g _ I''' • 20'-0" • 20'-0' • 20'-0" • 20'-0" • 20'-0" • 20'-0" • 20'-0" • iQ 3 '-1.3 `TT STEEL LINE • 140•-0" •STEEL UNE 1;-IA TA E OF 1 De• c'< \. A' var•o o %tS BORIC " MCI 41,111.01 2 (--) 0 s s 0 Corey D.Nomki itA 10T 200 Whetstone Roa I I I +45 I ..0 Swansea, S.C. 29160 Florida P.E.No. 564254" 1 .c•x sasmuro AS aa. 2 N1020 (LLV.).YK M4POI _ (1)PER END ' ITTO [W4 Nom w VPSLOPE U.N.O.► O UNE 1 Tp 1.7 \� f�Ap'fiM TfR AT fV'1( r:c_;::. \\/ IGLEUSE 61020 AT PURJ4S / PURIWANO LANE STRUTS WELDEDUSE 6ptATE 1070 AT.10615.SEC.A PURUN. .SF' .-:F y g W/////////////////////////////////./°111 I sTIR7r. 1 ` i I I cP1 SECTX)N'A' A• /nOR JO4T I• 1 IN �t�-qSJ3 \� ,, YY, �! I . I�1 5' ' 1■p r�4 'moi,moi�-. -0\�� i I UPSTDPE U.N.O.► �I/ .��. IN��� WYN WELDED1YE.DED I�I.1 co PLA STIFFENER �� STIFFENER � �_ PLATE WASHER / I RAFTER FIANCE OPTIONAL BY �/ OPTIONAL BY t axttoo YK ESYAI(1) EW RARER ` �E E Ij Imp. I DESIGN DESIGNNO WASHERS REQUIRED AT la 6'.O"i(mss) R�T�/ pT,RI Ef T 1•� SECTION/A•• I(<� ''�II� CouMl CAP PLATE THESE 8 BOLT LOCA . .• 1.-a Vile SAVE STRUT 1 1 GP PLATE 1.1 Ip / DR RAFTER FLANGE �pN �• BRASS aoDrru COMMON EAVE STRUT 2 PARAPET ANGLE ATTACHMENT 3 AC '°°°a°(h , AT tr PURIM.ears ARE AC—IN .o�(h PURUN CONNECTION DETAIL 7 n $ LPN EWE BUILT-LP ER COxdIpN LOW FAVE ilUSN/NSET s.GMT toNCETxN O AT STRUCTURAL PARAPET WC WELDED CUP 0 END FRAME NOT REQUIRED N TME WC—IN WELDED CLIP 0 INTERIOR FRAME 80((��1/y I 1 1 4•A707 ta IH(2)1/2'I Y MI5 BOLT 1.W0/)UT 60300 RAO. 16E(4)1/r X r A725 BOLT 10101/MR 86315 OILO. 114(Q 1/r t 1 IN A107 DOTS N6101/YI6 MKS TWA CENTER SET OF HOLES UM W yrs 11/4'AYS 8025 1®/MRS 1880 LIMO DQr lR000/1AR vac;UJID. d WS—IN etaolantl .Nata,�xryJ� 4 800076 WS mama moot lam QUI M..Wu amen rife rra1°Dl�'�ExeCTOt.I EnsR w,w, b COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED. ARE ASSUMED TO BE • /b LNF s"w a o UNE sSKEWma B a PURUN UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS. LIGHTING. HVAC NUCOMENT, CEDING ETC.ARE SUSPENDED FROM ROOF MEMBERS. CONSULT i CC BRACE x• NOTE THE PURUN NUCOR ENGINEERING IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS,OR IF SHOP x'ELOED PURM PURLIN SHOP NElDEO 51Cp �\ P1RCN O INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE MAN OTHERSBRACING ATTACHLIOR . • E ..bb PLATE W O O_ METHOD IS TME SAME \\ • ` `7 � O O N C'V REGARDLESS OF THE `0t• �� t>41, � / \ 4. CTI I CV • Pij )1111/411% SECONDARY MEMBER 9TYPE(ZEE,CPE. EAVE 7_PURUN FLANGE 4 s" �. � \ _ NSTRUT, BEAM. ETC.) PURUN STIFFENING UP ♦ ♦ / O` I �_ PURUN WEB \\ \` \` •4 .. /` /r / '`\\. \`\ -+ IltM O N I'7 r� INSTALLATION INSTRUCTIONS -1 N GENERAL RESTRICTION: Q M ¢ 0 1) INSERT THE ANGLES 'BACK-TO-BACK UNDER NO CIRCUMSTANCES CAN THE PURUN STIFFENING UP =CI. 4 ` ' GX3103 CX310III O N`J� INTO THE FACTORY PUNCHED SLOTS, BEND BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION. 4 % Iii THE TABS AS SHOWN AND ATTACH WITH (1) H1020 FASTENER PER END. ALSO DO NOT HANG ANYTHING FROM PURUN STIFFENING UP.• 4 1.-8 5/16. r-2 I/a• r r-4 3/0' x O 7 0 m(�_ 2)CONNECT THE PURUN BRACES AT THE INTERSECTION WITH (1) H1020 FASTENER PURUN CONNECTION DETAIL 1 2 PURUN CONNECTION DEVIL 1 PURUN CONNECTION DETAIL 1 4 Z 4 EC IRE a t I I I a'6.30 4 I 1 f 4 A707 OPTIONS FOR SUPPORT ATTACHMENTS c 16E 1 DouD�s'do2 CM=NOTE MR (1)141020 NM)111151411 REOILRIORS aataN ITR)1 61ER_RECTUED 05 aatanz 81P1 ItwDR 62580tav6 6x,004 FASTENER (TYPICAL) _ROOF STEEL UNE __ OPTION A OPTION - S DRILL SUPPORT SUPPORT ANGLE OR SOME THROUGH THE (NOT OTHER TYPEBRACKET. BOTTOM FLANGE OF (NOT BY NBS)) SUPPORT THE PVRUN. THROUGH PURUN WEB. PURUN BRACE •X• PURLIN UK. (SEE PLAN) 1/2'B MAXIMUM BOLT ANCIE SUPPORT 0_ - x • (1) 141020 FASTENER (NOT BY N.B.S.) (NOT 8Y NBS) J 1/2'o MAXIMUM BOLT 0 (NOT BY NBS) 0 4- (, _T J CENTERUNE OF PURUN WEB CENTERLINE OF PURUN WEB _ PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY TO CENTERUNE OF SUPPORT TO CENTERUNE OF SUPPORT 1 2 Ov 1) THERE ig THE BAAREALWH� (2)ROWS OF PURUN BRACING REQUIRED REGARDLESS ? 2) THE PURUN BRACING IS ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. OPTION C; JOB MURDER RAFTER 11111: IF PURUN FLANGE SUP.P•••OyyyR��•T,CLAMPS ARE USED. S 12J0644A ♦- -} \\�\`J 11f71'A�I��// SHEET NP. I `1. ` `�TG'` Y"•-.•�+'Y..,/?• / E2 of 23 •X• - TOTAL PROJECTED `�� \., E EMI ' CLAMP * C STANCE E OF THHE PURUN1* • `..• 5(NOT BY NRS) WEB TO THE END OF THE -DEND OF STIFFENER UP _1EM (- 3 5/8• +/- 1/1B•) - 77 i— '�l} (�--s l- I' MAXIMUM .0: iO 1 STA E F ,Z: h/�, 0.38 x LENGTH 1 0.24 x LENGTH 0.38 x LENGTH I I MUST BE WITHIN I'OF FROM SUPPORT ',(C‘Lcll ,^. ORMPfa�\`� . `a•` • 1 {LENGTH I CENTERUNE OF THE PURUN WEB. I,�V S� ......-....V.,, I�� T CENTERUNE OF SUPPORT CENTERLINE OF PURUN /////Q N AI"`�\\01505 SEAL PUMAS +Irev ImoR 1050.3•4 P•5336.A *004550N Or WICOR COPPCRAMA Corey D.Norris,P.E. n 200 Whetstone Road ,ANG SISI RT E Rl E $ PURLIN BRACING ATTACHMENT <2:12 SLOPE o PRarcm02 018.801 oast SEE ROOF FRAMING PLAN(S) FOR PURUN BRACING m NBS PURLIN SUPPORT METHODS Swansea, S.C. 29160 K STERNS PAO ar Nat0R*6o..a STSTOts ANO oats Nor SOM AS MARK NUMBERS, QUANTITIES.AND LOCATIONS - Florida P.E.No. 56425 DacNEu�OF�mTro PROW �auaA NaT SE cONSIALCO AS 51:0. s,F _aft . ell/lllllllllllllllr �� -n a6 �'. � �:. Ing Mir CA NO s lt y1� 9,�,y /// PURUN y�=,I�r�` /// PURUN PURUN \\\ 9�`�' Sic-.A. �� �l/• PURUN /0,44014, // PURUN PURUN \\ Y Q --- 4 \ / / 4) FASTENERS / 4) FASTENERS (4) FASTENERS \ 4 tg / MK. H1070 (TYP.) / MK. H1070 (TYP.) MK. H1070 (TYP.) \\ 8 // x 3' x 1/4' // ANGLES MK. MXA01 ANGLESMK. MXA01 o 3 / ANGLE MK. MXA01 / \ y NcN� 1 t J � 3��� '` PURUN PURUN PURUN or F O �� �7 1 CJ c=t CD ro M -..<a° NOTE: ANGLE IS SUPPLIED IN 20'-0' LENGTHS, NOTE: ANGLE IS SUPPLIED IN 20'-0" LENGTHS. NOTE: ANGLE IS SUPPLIED IN 20'-0' LENGTHS. cn ...-.a0 FIELD CUT AS REQUIRED. FIELD COPE VERTICAL FIELD CUT AS REQUIRED. FIELD COPE VERTICAL FIELD CUT AS REQUIRED. FIELD COPE VERTICAL H O o LEG OF ANGLE AT PURUN FLANGES AS REQUIRED. LEG OF ANGLE AT PURUN FLANGES AS REQUIRED. LEG OF ANGLE AT PURUN FLANGES AS REQUIRED. Y = —Z�J O 3 ON < ANGLE AT SKEWED WALL DETAIL 9 ANGLE AT SKEWED WALL DETAIL 11 ANGLE AT SKEWED WALL DETAIL 13 E *v o a E2.1 E2.1 E2.1 x w 0 a o U _r J w g J J Wg J08 NUUBat S12J0644A 00l l l l 1/0/ sNccr No 7 E2.1 of 23 Yf �r: 25 -13 • • :� OF '` STA E D Th, � � F itS`• ....OR1�Ps• .4 ' N� tsi �i�//O N A 11\����` ,4 NMsd1 0!AMOR COWOMION. Corey D.Norris,P.E. . ARC TIE PROOuCT or 10=0 200 Whetstone Road . SEAL APPEARS CM THESE Swansea, S.C. 29160KO,` AAAINGSLSW AS • Florida P.E.No. 56425 41r« " ', NT:BCONSMED,S ? ac a6 E in USE DETAIL 7/D3 AT ALL BOX STRUTS AT GRID UNE A4 m MARK NUMBER AND BRACING PLAN RDB004- RD8015 1) PLACE TAGGED END OF RAFTERS TOWARD THE LOW EAVE. z RpBpps- z -ROBp14 Z 2) ROD-BRACING: SEE SHEET D1 FOR DETAIL 7 z —P06006 P08016 - ROB_ - INDICATES 5/8" 0 ROD RDC_ - INDICATES 3 4" 0 ROD v1 m n a< m (2)RDE004 -(2)RDE002 0 - n d /wo 0 0 a4 p o " o $ $ RDB0111- W RDE_ - INDICATES 1' 0 ROD N c".) c'�i_co co v m _(2•.�''' x Sc R08007 �_ A o �- + - __ • • A 3) SKP_ INDICATES (85075) MATERIAL BOX STRUT U.N.O. SKP003 X43:' \ N i �/ 4) FIELD SLOT ROOF BEAM (BEAM SHOWN ON E4) AS REVD FOR 4 i i'-O'w m is: 1•' \f 'f,} $ i;: \ S\ w1a111•_0• ROOF ROD BRACE. SEE PAGE D3 FOR GUIDEUNES. j N j \ 5'-11 3/4' / �J x' \ �� N J 5) (2)RDE_ INDICATES DOUBLE ROD BRACING, SEE 9/D3 FOR DETAIL (A 4 F SKP00 SKP003 SKP003 •.1.1:�• :1.1 A.- WA A • • p4 6) SEE SHEET E4 FOR RAFTER CONNECTION DETAILS AT SKEWED AREAS. czi O CXB009,V: 1'' tia K''/1 CXBO10, o CC CD n o I ~�� \/ m p4 r P 1'' � o /g a �/ x �\+ g o\��m \/g c t\'� o ") NOTE: ADJUST ROD BRACING (MK.RDB_) AT ROOF BEAMS zo co N I $ $ �p6�" m `off c; `�" x `off m I I IF REVD. ADDITIONAL CLEVIS PLATES (MK.BCP01) SUPPLIED I /\ \a RDB003 X z \��° �\ /p\ /\ /\ I �' TO BE FIELD WELDED TO FRAME. SEE SHEET 03 FOR DETAIL. M N co�j / \ / Y� - / \ \ b, \ e \ / %.\ ! / \ ' = co CO to B �• CX6007 �j V I / SKPo03 \ V V AV/ V N CX6008 • • -0 r 3 U u)in I 0 m RDB023 ,p�,� 111 r o 0� RDB003- -RDB023 I N p0 O --* - I X c.o �i n a in / \ `° `° \ r tO ._ o cc) a0 I / \ n n - ,c) - U = �z W n O I - Q' CW/ . I o I I I I ✓moi m N�S I-'- I o 4, N O1 -oz, - I , Cl X L a /� I 'o / \ \ „ L�i • CXB005 I H / \\ CXB006 • �i _� ` 8 O O O O -we9,01'1---c, pq - S Q Sc In C /X\ 8 K g K I O I r \\ I O n O I r! / n O wwX I J I in /X\ I a U • CXB0031.1 4 SKP003� CX0004 • g J I I ``�' ,x I 1 = gg3 O g o I - m / 5l 09918�,\,p�\\ o c. 3 � c7 ? � I mR Zeit,� W m m d6 n roe Nu1Bat g }� m E SC S S 12J0644A / \ C4 _ 1UIIrlr/ 1 CX8001 W -—Po 1 __ S. IS_ / S 8 \ • _—SKPo03 —gl(P003 — _—_— CXB002 } \\\\ p N� sheer w. C.)- • -- - -- �p - —--— }• • E \\ick.•-•--.. < i, E3 of 23 J U 1 O V.n.6.ES N ~ �Q \ f, F il II . _ W N d 1 U U U V V U 0 f+16. W ._ ='� LOW EAVE -%) ,-13 x11-- 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" -O + ' STEEL UNE 140'-0" • •STEEL UNE T STATE OF \� "^ �. NE MatriVLS=IMO SLOW ?...• /0/111110 BY MAZOR OOLONG s(i) (..j-) (-) (1) Cl.) (31 ICL-) 0 11•3 SUL MOU 10 COOL OF C OR 07•01a11Qv. Corey D.Norris,P.E. Sc ,c , mooucr 200 Whetstone Road "��` °`"'ro°R F•OfFSOLS ERScOt .... Swansea, S.C.29160 Florida P.E.No. 56425 Cr IC OLL00 AS 005 ___ _. .. - ROOF BEAM AND BRACING PLAN a 1) PLACE TAGGED END OF RAFTERS TOWARD THE LOW EAVE. 2) ROD-BRACING: SEE SHEET D1 FOR DETAIL a 6 ROC_ - INDICATES 3/4" 0 ROD 3) SKP__ INDICATES (85075) MATERIAL BOX STRUT U.N.O. 8 51 0 4) PLACE TAGGED END OF ROOF BEAMS TOWARD UNE 1. g w11-rw _z a z J I LlI AI -J �\ N _ rip 1 �J I GBA01 8'-1DI7/16 8'-1DI7/16� \ /8.-10 I ' ®_' 11'-0' Ww / MX8502 i_______ MX8500 • / 8'-10 7/16" w~z 11'I-O- 1 In 7, —� Q.,, -, ��. NJ i I i CBA01 , I, _ .l o a4 a4 o i— \/ 9'-4 1/8' 9'-4 1/8" 9'-4 1/8• •Z J3011 1 In I ROOO11 111"' m U.N.O.C alk 1 TIF V�tD0001 I 'o, O ROC/I 0/ © CO O O r- /� 080.01 '�' I �� zo co N p 1- .•___ �M io ;o \ o CBA01 �n \1�I 4B--•- -{ 8 ) N N 00 N . �J �_ N 1'-9 5/8' .—^ • nC. 1'-9 5/8- C.r•—v' �/ _ coo I m rn o, o cn 0 co 1 _ 0 b. ON O r'7 O I 1 .�■ se cn l.il 000 ,7 I '"� • _is _^ W QZ Z X Ia4xOQ I � m�2L+- O O r `.i o. N • H ..- N -( C I I. ' ID 1O I I M I n /^^`` W • FII 0- V 4 D1 I U J j J 1 RDC004 I o ¢ p zo O1 • l 5X8010 I I 3 6 6 0 ] 1 A Y I .100 NUEIBEA: • 1 - - - • .1 5X80091 I S12JO644A E • • -- --—--—--—--—-- - Cy: I ---- --- ----- -------- ---N— - g• Z E ���llllll!!//!. SHEET HO: Z ! • . • , <0 Orsi�0 D, IVO.'ii,, E4 of 23 0 • 13'-10' I N all-w iv Ea a 6-2" i� Ewa w `\:� fit �\C. s( �:� LOW SAVE I • 20'-0' 20'-O' • 20'-0' 20'-0' 20'-0' 20'-0' • 20'-0" • . 1 STEEL UNE 140'-0' •STEEL UNE LU "-•P/1 1 �� TAE F = +� 1 2 4 5 (--.) 8 'i�ts F4 c. I;4 •:'\C9\\� �.IJt� /��V •••�`\\\ Ms srx aanwNs aar u[ WON Of A0SON CCOPORATM Corey •A oms, P.E. "•11 t`t 200 Whetstone Road """ ""°"cz ..." Swansea,S.C.29160 Florida P.E.No. 56425 .°b" mo,OE BA SuOt Ni\ a:::.zr. = , a6 • 120'-1 1/4• O.ST� 2'-2' / Y-0. 5,-0• 5._0. 5 5.--o• 5 5'-0• 5-0. 5'-0• Y-0• 5-0. 5•-O 5-0• 4'-10• 3'-1 1/4• 5•_ S'-0• 5--0* 5'-0• TOP OF PARAPET • 5_0. 5'^0' 0• 5'-0• 5'-5. 5'-0• X V TOP OF FASCIA • - _ T--r- -T-- MP o o ,-, nriiiiiilummom- - - iii 0 %, FD CNJ..-- I. INV \ 12'-0• - ' ❑ O ONLY 0 LINES 2&7 ,.. % r 3 C_)LO co 8OTTOM OF FASCIA 0 lo R O rc �1 M O v).----. 1'r)i� W ONLYOUNES2R7 �_ / .I"-. 0 C ..c 3 7 2'-0• / :152' ' ONLY 0 LANES 2.5,&7IT - / •i M ,c • FASCIA v / 1:•_ _ 8 z �� iii T-, PR0.1. / - A) / u ¢Z X / / ., J m(n 2.._ / / r ' Cl \----N. / OO \ FIN. FLK. E1J_V 100'-0' Qi ` BOTTOM OF BASEPLATEL� ELEVATION- 100'-0• BOTTOM OF BASEPLATE \ \ ELEVATION - 100'-0' 0-8. 1.( 116'-1 7/8• //AV • 8-8• �1•_5• . ,/ 120-0' 1'-1 1/87 © CROSS SECTION © LINES 2-5 & 7 >E ���1 iliiii. \\ 41 ‘ ,.`l /�i o r< �� C E �i v c� A �\ �i w J0.•+ No 25 3 • S c7 U STA E OIF� Z�,, m a_ 0 "i,cSt\.'CC Q•�Q r C7\\:\ JOB NUYBFx Cdr ,• ?s'• 6tfi*, S12J0644A 200 M/,,,! gpoload SHEET No: Swansea,S.C.29160 E5 of 23 Florida P.E.No.56425 MBR LOW PLATE NCH PLATE OUTSIOE FIANCE 16510E FIANCE MEMBER w® 100 WIDTH CK M1THICK W10114 THICK LENGTH W0TH THICK LENGTH 0EP1HEN 1 THICK LGTH DEPTH2 BOLT SCHEDULE NICK 1 10.00 0.75 8.00 1.00 8.00 0.38 183.06 8.00 0.50 138.9.5 18.13 0.22 138.38 42.00 NOTES: • 42.00 0.28 4669 4 00 CON BOLT BOLT BOLT NOT)„.,_ 2 12.00 0.50 12.00 1.00 10.00 0.50 242.63 10.00 0.63 191.31 12.00 0.22 18/.88 4600 10❑OTY DESCRIPTION PART# PART,' 44880Q0p p 5u4 78 48.00 1) FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHEET ES (MARK NUMBER PLAN). .A�/ 3 10.00 0.75 8.00 0.61 8.00 0.50 191.00 X00 0.50 193.19 N.00 0.22 19).OD 35.00I 8 BOLT/MIT I 3/4 , ;3 1/2•A325 90680 H0340 I-•^ 10.010 g.31 In Eo0 g•,�i 165.1t 35� g.i; �65P5 i? 2) FBG_ INDICATES FLANGE BRACING LOCATIONS. FBD INDICATES FLANGE BRACING LOCATIONS ON JOIST ROOFS. 2 6 BOLT/NUT x 3 A325 H0633 H0320 --` 4 8.00 0.63 600 0.50 900 .S8 622.88 600 623 28. f 2.00 3 8 BOLT/MUT 3/a•.1 3'A325 H0633 110320 •` r ��18 B fi �,.� 3) NS/FS INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME UNE. NOTE FOR EXPANDABLE ENDWALL RIGID 4 8 BOLT/NUT 1 1/4 x 3 1/2'A325 H0660 110340 , 5 aoo 0.5o ao0 too 8.00 0.38 168.00 8.0o 0.31 168.13 FRAMES: IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE ENDFRAME. THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE Y BOO 0.63 182.19 0.00 0.50 181.00 31.00 0.22 182.19 4600 INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED. AS REQUIRED, FOR THIS FUTURE CONDITION. IFPS SEK P[IMATO ME 4) IF NS/FS FLANGE BRACING IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. MATOIRLS OEs4D ANOW SUPP1SD BY NUCOR SADA:SISMYS.A SON OF NUCCII 5) TT*M INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. IF THE INTERIOR COLUMNS ARE REQUIRED, ORIENT AND ERECT THOSE COLUMNS ME SWIMSMO° ni°A" ACCORDINGLY. WRONG SRC"REY REPR60O ARE NE MEOOCT OF MKOR GISIEREO NOTE: COLUMNS LOCATED AT THE RIDGE ARE TYPICALLY FLAT-TOP' COLUMNS, UNLESS INDICATED BY THE M*1T SYMBOL �SS ENCSaSTSTO6 TKn0SDSE SUL APFENS ON MESE MOWS 6) RIGID FRAMES SHALL HAVE 505 OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE IS O1°1O156 A1'MOM SALOME SWOPS ARD 006 MOT SEA(AS HOISTING EQUIPMENT IS RELEASED. OR REPRESENT ME PROJECT ElNOT&OF RECORD AND SHALL . NOT K CONSMN.EO AS SIACN. eF acs ag W 6V • / 110•-t 1/8' 0.51 .• 1•-11 7/8' 0 0 1 • 22-0• / 3•-1 1/4' j TOP OF FASCIA 5•-0- 5•-0• 5•-0• 5•-0' S,-O- 5,-0, 5•-0• 5•-0. 5,-O' S•-0 5•-0• 5•-0• 5•-0• 5-0. 5-O 5•-0' S•-0• 5-0' S-0• 5-0' S'-0' tr c - ' o N ,o IL n '� LLCD Z r TOP OF PARAPET co z - __T.-- ___�---�I --T--J__--1---r-T'-_-�--F- 00 ol 1 w O.- oI0 / v`-7 C7) I CV \ ❑ c0 I / ` NCD(moo I 3 w .=,&-3.--.`r) pok t 2•-0• 1TOM OF FASCIA I sv / •j la . ON O N) ��+ �c / b M 0000 _ z �- � Ow I FASCIA Z i W / Q PROJ. c .. % `� O inL¢i W 4 / 1IO CL \ \ 0 \ F1N. FLR. ELEV .. 100•-0' 0 BOTTOM OF 6WSF.PIATE \ \ \ ELEVATION - 100•-0' - ELEvAlioN-aAA 0.-6.// / 106•-2 1/4' . 1t-5• ///0•-8' / 110.-0' 1.-0 3/4'/ / © CROSS SECTION © LINE 6 . qA \,\�1T I ///0 Lu =13 et J3 �� II, V ` W .C7`M ��\ STA E OF ... .z.:.- m I g g • ' c'L\' 'Q<ORI0P``C\` Woe NutIBCT1 • COf . G4' - \.E. S12J0644A 200 1 dtastolieRoad SHEET N0 Swansea,S.C.29160 E6 of 23 Florida P.E.No.56425 MBR LOW PLATE 11C14RATE OUTSIDE PLAICE INSIDE FLANGE 'MDABER WEB BOLT SCHEDULE 'DO WIDTH THICK WIDTH THICK WIDTH THICK LENGTH WIDTH THICK LENGTH DEPTHI THICK LENGTH OEPT112 1 10.00 0.50 8.00 1.00 8.00 0.38 183.19 8.00 0.38 140.69 31g6.p205 00.2222 139.00,x9399.0000 NOTES: CON BOLT BOLT BOLT NUT 2 12.00 0.50 12.00 1.00 12.00 0.39 237.63 12.00 0.38 190.31 413y.p0p0 p8.�495 yp87g.66 �y9.p0g0 1) FOR COLUMN AND RAFTER MARK NUMBERS, SEE SHEET E3 (MARK NUMBER PLAN). IO❑O8 DESCRIPTION PMT/ PART/ 3 10.00 0.75 8.00 0.50 8.00 0.63 119.00-0.00 0.50 121.38 {2.00 0.22 114.00 30.00 1 a BOLT/NUT 1 1/4'x 3 1/2'8.325 H0660 H0325 9066 1106.00 056 12076 188 n 1980p y} 2) FBC_ INDICATES FLANGE BRACING LOCATIONS. FBD_ INDICATES FLANGE BRACING LOCATIONS ON JOIST ROOFS. 2 a BOLT/NUT 7/It;x 3'A,T25 110635 H0325 4 &00 0.50 &00 0.50 8.00 8.31 64113 &88 0.31 643.56 23.00 8.1E J12.�0 34x0 3 8 BOLT/NUT 5/8 x 2 I s 8325 90670 110310 3400 a J11 1,,y 2400 3) NS/FS INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE. NOTE FOR EXPANDABLE ENDWALL RIGID 3 a BOLT/MUT I 1/4•x 3 I/2'.232590660 H0310 5 8.00 0.50 10.06 0.75 8.00 0.31 135.00 &00 0.31 135.19 2/ao 8.19 135.00 37.00 FRAMES: IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE 8.00 0.50 156.88 8.00 0.50 155.56 31.00 0.22 756.66 44.00 INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED. FOR THIS FUTURE CONDITION. t11ts SUL MOMS OKY t0 IME 4) IF NS/FS FLANGE BRACING IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME. /� ^, MO 9 W tEB ' 5) n*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. IF THE INTERIOR COLUMNS ARE REQUIRED, ORIENT AND ERECT THOSE COLUMNS t,.F/'' 9886"01 NUCOR C0M69 Wo h/ IHC M/MILS/NO M KIK ACCORDINGLY. r , ,,,.a,„E, ,� C� ..M vn66M6f E w66R NOTE: COLUMNS LOCATED AT THE RIDGE ARE TYPICALLY 'FIAT-TOP' COLUMNS. UNLESS INDICATED BY THE "*n SYMBOL. Ct 3"MOI SO'& 'M0"0O KER OSE /� SEX encsE ORA MS 6) RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE Al/ a 1050Emkovro90 00 MOOR 6M2nw HOISTING EQUIPMENT IS RELEASED. smLvs n*SERICTK CWiETR 6C*ECM 90 SMALL Mor 84 C9M0TAMCS A3 1U3,4 1'HINUKLL JU1-ILUULt_ INLJILU C2IKI JUI-ILUULL g Z2 I.1.0. SIZE SPANDREL a LETTER SIZE FOR_DETAIL SEE-- J \'� LETTER TYPE C) QA G2Z051 (.075) 11/D10 O 0 ® =052 (.075) 11/D t o U n $ C8z11.5 MOT-ROLLED CHANNEL u_ �, N 0 MMXH008(W8x24) GIRT BRACING MXH006(W8x24) REQ'0 AS SHOWN 1! 00 MXH007(W8x24) SEE SHEET 010 FOR MXH006(W8x24) MXH005(W8x24) € ` 1 DETAILS. 1YP. 0 I AM -O M2S002 .089 M2S001 .089 M2S001 (.089) U.N.O. M2S003 (.089) _ • 'r ' { TOP OF PARAPET 4'-O" G2Z005 .075 622005 .075 2C0 1 ,;LA ( ��A I- p 622006(.075) B 0 _ . ABI �XBQD4 4" © - '� [ET_ ` isi -1)--51:717FFASCIA 1 / . 22050 .120 m 622050 .120 _ �i"c , �� I . .622006.075 1 B % G2Z008(.075) tg 1. 0,...rili 3' 4" �' :0� ��� RXB001 mom r. m rin.1.• •.-- 3 .4. . N oo J — \� 1�1�' 1 A 1 4'-0„ ez woo.- - OPEN TO H- a SKEWED I �z W _ i (4) FBC30 @ THIS ENDWALL X001(.075) b O`�cv N N AREA (�/ a�pQ/00 \ ` ` `' 0 I M 3Ncocj 0 1- I OGppL OPEN T0, TV 1 m 12'-0" cfl o ci in SELF SUPPORTIN Q y (n,^-� A ASONRY NALLG > o r • FINISH `� DoR��M i �� ' FINISH M o 000 FLOOR ._.,..:- ,...•,;. _ .,,11 ::.:s _ ;, ::4,1i;:; .x ,. .: . .:,..s :•., • • w`._ :� -:- FLOOR a ov, o0 c�e0 ��O c��o: c� ._. __ :�oo , U V a z X \09 \O� \OS CF. G/ �' m(" (2) MK. 622007 = L .r 12Z075 GIRTS 1-- w STEEL LINE• THIS BAY U.N.O. (2) MK. G2Z003 (2) MK. G2Z003 (2) MK. G2Z002 • 11'-0" • 19'-0" • 12Z089 GIRTS 12Z089 GIRTS 12Z089 GIRTS THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. • 30'-0" • •30'-0" 30'-0" 30'-0" • • STEEL LIN 120'-O" •STEEL LINE a A A.4 B D © c, J Lu g J ENDWALL ELEVATION AT LINE 1 _ 5 a g 1) ROD-BRACING: SEE SHEET D1 'FOR DETAIL(S). XS NUMIER: RDG__ - INDICATES 1 1/4" 0 ROD S12JO644A 2) ALL GIRT BRACING SHOWN HAS MK. PAB001 . „, 3) ADDITIONAL ANGLE MK. MAGO2 PROVIDED FOR ATTACHEMENT \�� `1111D11N/.'./ii SHIXT E7 of 23 ON BACK SIDE OF GIRTS ABOVE ROOF LINE ONLY. \\���CI �E" ,��� .. ..8425 '0 CC ^73 •- 3 w= • �� TAEOF --;. '4'ORIOP:• C9\� w's` NO ra ac " `T\\ ., w 4,1 1 ‘13.E. .u.cuc...a MCV.cr.tsa! 200 Whetsto* ; '.d > a • Swansea,S.C. 9 0 �no!,o,,,40 Florida P.E.No. 56425 m. .5.0.. ar n W r a�n 3 S 5 5 5 5 cc cc cx IC2 I- g5� o_' cc a ••• •••• ••• d-••• M In In tn rn in rn In In fn • • _ _ N 7 mk o Geo Go°%� . 0 N I ,Iv I g 0 _ Tv ,s0,„ „ ce 0 1 0 OPEN TO I ,..„,,c,,_ •� FINISH 1 8'-8" // SELF SUPPORTINGo N ^� MASONRY WALL c~n al I N FLOOR ' .....:... .>•,-,:: . .,.....�......=< ._...,._...,..._._.. .,. I °O o0 '� 4 / � / / / MC-'Nco Z .-.... ...... .._.. _...t.... ._.._es..i_...�.�'::..1.:L ..i�:1.........i..�.J�:.t'v.�=c..�.r. - i.Y� .T•. _ �i �C� rn _ C\,, \, C��O, C��O CLO :CL , .. , lik y c=,`r'a��0 W \ \1c.3 'f\2S( 'f\,Q 0 0�va0 Ui - zw`J ] I- (1) MK. G8Z001 (1) MK. G8Z006 (1) MK. G8Z006 (1) MK. G8Z006 �(1) MK. G8Z006� �(1) MK. G8Z00E� (1) MK. G8Z011 0 X'rz z x w 8Z060 GIRTS 8Z054 GIRTS 8Z054 GIRTS 8Z054 GIRTS 18Z054 GIRTS I 18Z054 GIRTS I 8Z060 GIRTS , m N O THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O.I E 1 o a- • 20'-0" ♦ 20'-0" ♦ ♦ • •20'-0" 20'-0" 20'-0" 20'-0" 20'-O" • • STEEL LINE• 140'-0" • •STEEL LINE O 2 III 4 6 GO 111111 O SIDEWALL ELEVATION AT LINE E 1) ROD-BRACING: SEE SHEET D1 FOR DETAIL(S). 8 4 U RDG__ - INDICATES 1 1/4" 0 ROD W 2) FASCIA ELEVATION NOT SHOWN FOR CLARITY. SEE PG. E12 1 _ 1 ..a 3) (2)RDG___ INDICATES DOUBLE ROD BRACING, SEE 10/D3 FOR DETAIL. g m g g l -CO NUMMI: Si2J0644A SH Er NO: OW\� ��' D,,�i'•.,,,� E8 of 23 `�$' o"V\CEN 'F` 'iii .,� Z6 ��� o 1-13 I, cc• CdA�-t� STA E OF � I,,�'��d' c�ORIDP: '(�/S�......_._._••. C1\ oval DEWED Ao`'tO NE WRONG LYSIpq 0.901 OF NUCOR CCanounca. Corey 1h t'MIuis,P.E. °^ ... MD'MENtl3Orl • 200 Whetstone Road -.4.4"`"1•57:1-1:"""' RpCSIpE° • Swansea, S.C.29160 :. Florida P.E.No. 56425 is ,,,~r;— ...II •U IL.1\L_L ...)-..I ILLi LC I.D. SIZE SPANDREL 3 LETTER TYPE `,;.45 A C8x11.5 HOT-ROLLED CFANNEL _i O U O U p3 GIRT BRACING 0 REO'D AS SHOWN SEE SHEET D10 FOR DETAILS. 'I MXH017(W8x24) MXH014(W8x24) MXH014 rm. MXH015(W8x24)O co MXH016(W8x24) 22'-0' M2S004.089 (W8x24) U.N.O.0 Q M2S001 .089 M2S001 089) O TOP OF �ARAPET/ � ( I I I:• ptil pp G2Z053(.120) G2Z050.120 si G2Z050.120 3' 4" a BXBQQS _ •' • es) G2Z013(.075) RX8002 _ — ,r — — "�©T�7 ° •1 E � , irr.- . ' 4 FBC30 ® �l A F- D7 (..i rn 1 N O G2C004(.075 (� 7— — p z = / O y r,N ap To I ) THIS ENDWALL i p.a/Ly/ _I = r m 00 o /OPEN TO y v-. co 12' 2,-0„ �\��\ ` ` - w W,�/'I ,SKEWED Q sr oN�.--� OPEN TO \ DIRT BRACING o0 o'p.§/ /AREA N N. o oM in �O '� OC REO D AS SHOWN I �— / D y ',:-°%:::' FINISH • P � • c, ;!•:'..... -::::€.1.:_-...1t.,:::-;;;•:.:';'?. - MASONRY ALL G \oo?� 6, SHEET d o¢W FLOOR -: ::� ,,..<.:; w�:..._........,......... . ' FINIS a E D10 FOR DETAILS = z Ct., C�` ;;. :.:, �:._ ..._............._ ,. FLOOR 001¢ = C C/ C/ w W = > rx w 1) MK. G2Z00 Lu (2) MK. czzooz THS BAY U.N.O. STEEL LINE w (2) MK. G2Z003 �(2) MK. G2Z003� • 12Z089 GIRTS 122089 GIRTS 12Zo89 GIRTS THIS BAY U.N.O. THIS BAY U.N.O. THIS BAY U.N.O. 19'-0 11'-0" 30'-0"• • 30'-0" 30'-.-0" 30 -0" X J • a 120'-0" o v • 0 D © o B A.4 q v ENDWALL ELEVATION AT LINE 8 S12J0644A 1) ROD-BRACING: SEE SHEET D1 FOR DETAIL(S). ,„� RDG__ — INDICATES 1 1/4" ROD `\` �o��V� p il Np!_,/ / E9 of 23 2) ALL GIRT BRACING SHOWN HAS MK. PAB001. * ,5, 5 ��� 3) ADDITIONAL ANGLE MK. MAGO2 PROVIDED FOR ATTACHEMENT =-..73 - �- /Cc ON BACK SIDE OF GIRTS ABOVE ROOF LINE ONLY. 3 �' C'� 3 A El F �w: Ay \\\ ORS nSUL FORMS 0,..m M Core) h.Nb`ms,P.E. . 'OF NIKOR CORPORATION )(' 200 Whetstone Roadtn_cmSK1U6.""` " c1°`""`°" r, I,[p5T(x[p Swansea,S.C.29160 Florida P.E.No. 56425 • ,� Ol M6KEYM M PNp[LT n0!.c OMS...SUO.. 5F'ANDI-hEL SCHEDULE NESTED GIRT SCHEDULE SIZE 1 D I.D. $ SPANDREL LETTER SIZE FOR DETAIL SEE LETTER TYPE ® G8Z050 (8Z060) 11/D10 8 08x11.5 HOT—ROLLED CHANNEL J J 3 V O • g 0 0 o v _ v • 0 I " MXH010 W8x18 MXH010(W8x18) ( ) y « MXHO12 N MXH009(W8x18 °O MXHO1O(W8x18) MXH009(W8x18) Co (W8x18) p 28•_0• .. MXH010 I i -�• N oo 007.089 680006(.089) TOP Of PARAPET 8x18) b 680006(• .089) 680004(.089) F TOP OF PARAPET p 0 _2 _ MXH011(W8x18) 680004(.089 680008(.089 ^.4 MXH011(W8x18) 4'-5" 4'-5" j TOP OF PARAPET • �p ©g'G8Z0o7(.060 `p G8Z005.060 —1— g� 1'-5' ©.: c 00'.006�c0��,0�1220009•.060 �' .:1� �Mn© — 682005.060 _ _ G8Z003.060 Z 2-5' v minion hili, XH021IIIIMIIIII 4'-5 '� 4'-5" 7 �.04'� m Q �1�. x —1 �_ KIXHO20 0 e IAXHO 3 I it o w os �© ,cc "O�`�` OPEN TO Q w o O o� m m `I PORTAL FRAME TOWER ink z ^�+ I �—_ _ m I SEE 6 D8 FOR DETAIL BY OTHERS m 3v1 CD Cs: l-0 11 SKEWED SKEWED OPEN TO N N �=Cr M s N�CO N OPEN 70 AREA AREA I I OPEN TO oi- l- f- flu/ SESTORONT( I-O 1) HEEN MAA\ 5. C \ \ 'r\2j ?? ?7 2p 1 \78 04, 64,9p \�p\76' 7S STEEL LINF• lo- STFEI I INF• STEEL LIFE.9'-4 1/2" 11'-8 3/16" 20'-0" • • • 20 —0 20'-0" 8'-3 13/16" • • • •STFEI IINF 1O'-11 1/16' .-_•10'-7 1/2"• 21 '-0 1 1/1 77'-4 3/4" o, 1O '-11 1/16" I x STEEL LINE• -0) 140'-0" a O � � � . *STEEL LINE o � � 8 7.3 7 6.4 lc) 6 ) 5.6 [ 5 ) 4 w a c �J 3 1.7 EO SIDEWALL ELEVATION ( Li 6 g AT LINEA m � �jU 1) *—INDICATES TAGGED END OF CHANNEL. '°8'"" S12J0644A 2) ADDITIONAL ANGLE MK. MAGO1 PROVIDED FOR ATTACHEMENT T N° ON BACK SIDE OF GIRTS ABOVE ROOF LINE ONLY. ``\��V11L!p �� E10 of 23 \\s, p...--"--` -. '. =a3 �3 1_ F =\: Goy 3' = AE :,�FV. �<ORIflP.••'C % • it \ Da sup mums ro.r ro M[ CoriPDt 171a.Xi�s;\P.E. ,,"= . 200 Whetstone Road • Swansea, S.C.29160 r Florida P.E.No. 56425 .. CT&CONS•11.11 I.D. SIZE SPANDREL 3 h LEITER TYPE a (C8x11.5) HOT—ROLLED CHANNEL MXHIOO (W8X18) NOTE: NO PARAPET WILL 8 g 22'-0" BE PRESENT ON THIS WALL _g tk- 1..--5. 0 G8C100 .089 TOP OF PARAPET 0 1'-0" • • • — — -.G82-608T0.1 • 2'�s" k MXH0021 09 2'-" 3,-5', MXH0 e \ ± b0001 , . j.. \ , ,,,,, -o- 1----- N \ OPEN TO = t I o c., o N _I \STOREFRON\ ^`i o o j STOREFRONOPEN T N I Ocip C7)CI CV ►� MATERIAL \ 'r N N ONT \ I MATERIAL\ I i� (NI 3c W N�2 N ¢ I X\-.\ . ‘ \ o o^ M C 07 - \ _ 2 ' �`s 47/ 15' 4 9 16" \ O STEEL LINE 13 —8 1 /2" STEEL LINE 6.4 6 6 5.6 X A A.3 A.3 A m a o U C) J SKEWED ELEVATION AT LINE A/6 SKEWED ELEVATION AT LINE A/6 1 3 o 1 ) *—INDICATES TAGGED END OF CHANNEL. 1 ) *—INDICATES TAGGED END OF CHANNEL. P. w 11 m, Z S12J0644A SNFET No- � \`� wtut�,,,. El 1 of 23 /r ,• .•25 r.� : 3A E OP� � ` co A '/// /ONA•••.•••I•�\\\\ 1:'4...`1.7"11122";:n..4 Core'1.ri ali1s, P.E. DR o 200 Whetstone Road °"°"""" °" , Swansea, S.C.29160 = MRLS.w Docs.Of sone Florida P.E.No. 56425 " '„' ,„„ ,.,4 cavSnNED s s4o L a�, a s 5 L N Q 0 - if O. v O y Est 2,1-011- Cid _M I 4 I SI 06 6 G8C002(.089) G8C005(.089) 0 G8C005(.089) O G8C005(.089) G8C005(.089) GSC005(.089) G8C001(.089) 06 22'-0' •3� `4� `�' 0 G8Z002(.105) / \C0o 08Z004(.105 / \9Coo G8Z004(.1 o5) /^\C0G8Z004(.105) / \9G0o G8Z004(.105)- /^\C� G8Z004(.105 /0 ^'' C8Z010(.105)- / A.F.F.Allik & 4 O . / —�? / ,,s \ / —.0, / —\� • / —\C / — \0, • o • \ / • \ / \ / \ / \ / \ \ / o • u \\// \\// \ / \ / • e \ /• o \/ \/ \\// \ / e �O�N.�- sip G8C002(.089) 080005(.089) C8COOs(.089) GSCOOs(.089) p� G8C005 089 a G8COOs oas b Gscool 089 y A.F.F. \� , cn rn I N �9+�ooT �Y��° �1 t�o ��� �� ����a (' ) ��o� (' ) apo ( )/ _ =c�coco co I A �� �a+ ��ax ���*� y>01' ,).i tip` ' IIw o C)to % o pi I. -C)20'-0" 20'-0" 20'-0' 20'-0" 20'-0"• • • • U = F2zLi 140'-0" ♦STEEL LINE , o ,�3 z is O 41111 v p O¢ ID CI IIIII 6El) . mN=� = , 8 FASCIA ELEVATION AT LINE E 1) SEE SHEET D7 FOR SAG CABLE DETAILS. 2) FIELD SLOT GIRT WEBS TO ALLOW PASSAGE OF CABLE BRACING. SEE SHEET D7 FOR DETAIL. x -J J a M o d o 0 Jd 1 3 O c W .CYw JOB NBYBER S12J0644A �0\11111!/N SHEET Na �� EstD, Np E12 of 23 • ��_ n ` 'C, �• �:-TA E OF = 7sto %�cS 'P4OHIOP.'�C���`� a '% ONA� ��� NN me SOW Core �� U\�� a A Corey Iy rvortns,P.E. Sc „ 200 Whetstone Road . Swansea, S.C.29160 tzar 6.17: Florida P.E.No. 56425 OR M1V[Sp�il[501 .O,BC 0ASSuCK I ITIL/ L. I ItLU wtLU IYHICAL WASHER REQUIREMENTS _ _ REQUIREMENTS ERECTOR NOTE: ERECTOR NOTE BOLT/NUT ASSEMBLY DIAMETER MARK NUMBER HILLSIDESHEWASHERSA307/A325 COUPUNG U N REQUIRED AT LAPPEDNUTS NUTS 3 (UNLESS NOTED OTHERWISE ON DRAWINGS) (UNLESS NOTED OTHERWISE ON DRAWINGS) ZEE MEMBERS. (NO n S/e' • ROB (2)110930 (2) 110210 (2) 1103,0 H0810 ' n WASHERS REQUIRED) ALL FIELD WELDING MUST BE PERFORMED BY BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS 3/4 0 Roc— (2)110930 (2) 110220 (2) 110320 HOB20 W o AWS/CWB CERTIFIED WELDERS WHO ARE QUALIFIED FOR WASHER WASHERS ARE REQUIRED ON BOTH I 7/6'o ROD IW (2) 110930 (2) H0230 (2) H0325 H0830 THE WELDING PROCESSES AND POSITIONS INDICATED. SIDES OF MATERIAL IF SLOTS ARE (2) 110960 ALL WORK MUST BE COMPLETED AND INSPECTED IN WASHER USED ON BOTH SIDES. (SEE DETAIL SECTION 'A' IU, 1'• ROE— (2)110240(z) 110330 110840 3 C�.\ ACCORDANCE WITH THE APPLICABLE AWS/CWB NUT—�� SLOT AT RIGHT FOR LAPPED ZEE MEMBERS) I I 1/e • — (z) 110960 (z) ra250 (z) Hoaso 110640 a Q SPECIFICATIONS. WELD ELECTRODES USED FOR THE I 1 RRII t I/4•a ROG— (2)H0960 (2) H0260 (2) HOSb H0860 SMAW (OR STICK) WELD PROCESS MUST BE 70 BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS 1 KSI/483 MPQ MATERIAL AND LOW HYDROGEN CONTENT. WASHER ONE WASHER REQUIRED ON 1 LAPPED ZEE I SEE PLANS AND ELEVATIONS 1 1 SLOTTED SIDE ONLY. .1� MEMB0ERS. •/ FOR BRACING MARX NUMBERS I GALVANIZED STEEL FIELD WELDING NUT HOLE i oars �LMPED/NESTED REGION ' ROD ASSEMBLY RECOMMENDATIONS BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS 1` .Ji PREPARATION OF WELD AREA WEB OF NO WASHERS ARE REQUIRED WHEN , I O O o, COLUMN OR �•. 1BLLSIDE WASHERAWS D-19.0,WELDING ZINC COATED STEEL,CALLS FOR WELDS SLOTS ARE 4407 USED. , FLAT WASETO BE MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BEIIAND NUT 13WELDED.FOR GALVANIZED STRUCTURAL COMPONENTS,THE ZINC NUTHOLECOUPUNC NUT )COATING;HOUND BE REMOVED AT LEAST ONE TO FOUR INCHES Fro o O O oI (� ttV�I� \(2.510 CM FROM EITHER SIDE OF THE INTENDED WELD ZONE AND _WASHERPART NUMB RSL I—• Q ON BOTH SIDES OF THE WORKPIECE.GRINDING BACK THE ZINC H0200- 1/2' FLAT WASHER 110240 - 1' FLAT WASHER '/� COATING IS THE PREFERRED AND MOST COMMON METHOD; H0210- 5/8.FLAT WASHER H0250 - 1 ,/B'.FLAT WASHER NO WASHERS REQUIRED AT BOLTS USED IN O BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC $ 110220- 3/4'FLAT WASHER H0260 - 1 1/4•FLAT WASHER I THE LAPPED REGIONS OF ZEE MEMBERS.1 .0 L I O O FROM THE WELD AREA ALSO ARE EFFECTIVE 110230 - 7/e'FLAT WASHER SECTION 'B• 8 ROD BRACE DETAIL o N 1—,_N.- TOUCH•UP OF WELD AREA Roo MARXCLEWS 'Y (WEB TO WEB) N O1 I N OMNETERS NUMBERS TURNBUCKLES C 1ATRACE BUOKL BRACE C 16 » yrj N tD I WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC _ (AT TURNB100E) (AT CONTEND 1MQ 3• 00- COATING ON AND AROUND THE WELD AREA.RESTORATION OF THE s/e ROB— (I)440710 (I)Ia610 (I)BC302 (1)BCS07 ` c�D AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780, 3/` — (+)44ono (')we2o (I)ecso) (+)Bcsne _N 7/b' ROD_ (I)110770 (1)44De]0 (1)BC504 (+)BC509 FIANCE BRACE OPPOSITE SEE N O M STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATEDREQUIRED ARAE*IDEATEDle AREAS OF HOT-DIP GALVANIZED COATINGS,WHICH SPECIFIES THE ' RDE— (I)M0740 (1)M0640 (I)00.05 (1)BCLOB O11 ERECTION DI OS.AS TS&Fr U N ca O USE OF PAINTS CONTAINING ZINC DUST.ZINC-BASED SOLDERS OR ' 1/8' R0i— (I)140750 (I)110140 (I)00.01 (I)BL7.03IMIIIIIII :l,, SPRAYED ZINC.ALL TOUCHUP AND REPAIR METHODS ARE CAPABLE ' '/•• ROB_ (1)I.o7eo (1)I10600 <+>etlp2 <T)BCAo1 f, (A�\ NOTE: U = o Z Lu v OF BUILDING A PROTECTIVE LAYER TO THE THICKNESS REQUIRED BRACE CLEVIS BOLT ANO NUT PART NUMBERS is):.y� i/2 x Y u2s BODS ARE 0 X Z X BY ASTM A 780. ROO BOLT DIAMETER A325 wV3 / \ REo'D FOR BOLTWC E1AMICE BRAC¢ O Q' SAFETY HEALTH 01ME1ER Na WIDTH BOLTS finsV H0603 BOLT m N=LL WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS 1/0'-Th' +'•3 1/4' (2)1x640 (2)110370110300 NUT two BOLT M 10E BRACE +. , O ''-1'H• + I/4 .3 1/2'(2)NNW (2)Ta340 H0200 WASHERS lam NUT ARK FS (� r UNAVOIDABLE,OSHA PERMISSIBLE EXPOSURE LIMITS(PEES) MAYL741300 BE EXCEEDED AND EVERY PRECAUTION,INCLUDING FLANGE BRACE Homo HIGH-VELOCITY CIRCULATING FANS WITH FILTERS,AIR '� SEE PIANS AND ELEVATIONSMK. FB— RESPIRATORS AND FUME-EXTRACTION SYSTEMS SUGGESTED BY BRACE \ FOR BRACING MARK NUMBERSNOTE: C01� I Hoew eoLrI 7AWS,SHOULD BE EMPLOYED.FUMES FROM WELDING GALVANIZED 12'TURNBUCKLEI,/2 X 2'A325 BOLTS 44020H0300 NUT 0 STEEL CAN CONTAIN ZINC,IRON AND LEAD.FUME COMPOSITION ••'%., `•• ARE REQUIRED FOR WASHERS TYPICALLY DEPENDS ON THE COMPOSITION OF MATERIALS USED, COWEB OF BRACE ClENS --G 11'300 BOLT BOLTING FLANGE BRACES. AS WELL AS THE HEAT APPLIED BY THE PARTICULAR WELDING ORLURAFTER MN \'' 200 WAS WEB OF COLUMN 0200 WASHERS 3 PROCESS.IN ANY EVENT,GOOD VENTILATION MINIMIZES THE •�' %• OR RAFTER AMOUNT OF EXPOSURE TO FUMES. ROOMK. RD ASSEMBLY �•• FLANGE BRACE OPPOSITE _4 1 1Au_ PRIOR TO WELDING ON ANY METAL,CONSULT ANSI/ASC Z-49.1, SIDE REQUIRED WHERE • X o SAFETY IN WELDING,CUTTING AND ALLIED PROCESSES,WHICH COUPLING NUT •••• o INDICATED ON ERECTION $ CONTAINS INFORMATION ON THE PROTECTION OF PERSONNEL ANDVARIES) 1�� DWGS.AS 'NS& FS' 0 (QLwrmY ROD o o TYP FLANGE BRACE BU COL & GIRT THE GENERAL AREA,VENTILATION AND FIRE PREVENTION. g ROD BRACE DETAIL a TYPICAL FLANGE BRACE AT PURLIN & RAFTER < NOTE: SEE PIANS Aro ELEVATIONS FOR L.- 0OJ INFORMATION COURTESY OF AMERICAN GM.VANIIERS ASSOCIATION (CLEV1S TO CLEVIS) SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS RIME BRACE PARE MOS LU -1 TYPICAL FLANGE BRACE MARK NUMBERS ROO MARK HILLSIDE FLAT 'O07/' MACE Tux- OUMETvs NuweLS RASHES vLAgcm HUS CLERK BUCW S `M ISS v BOX CFE SIRUP OSWNS 1S 910111 f _ ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM S/e'1 Roe— (1)1X1530 (I)06210 (1)110110 (1)BC402 (I)fano (I)laet0 • R63 SEE OF 004/09040 1 Rte/ 4440144 TNrs saE OF EF>r1, ,~E ► 3/4•. Roc— (I)Ia53o (+)w22o 0)44x320 (I)BC403 (I)440720 (+)HOMO ' � � g I:: FBC_ 7/e'. Ro0— (I)HO➢30 (I)1x230 (I)K0323 (I)005O4 (I)440730 (1)10030 �OF„ m' d 1'• ROE-(1)1x560 (1)44x240 (I)IID330 (1)BC106 (I)w740 (1)440eW 5 3 e' 1 1 •1 1 4 1 • ENO OF CFE a. INDICATES LENGTH OF FLANGE BRACE IN INCHES I I/O'• RDF—(I)ND580 (I)w250 (I)w400 (I)BCLOt (1)110750BOX JOB fiA�BFfi - Lf 1GTH (i)110650 MM —�� PPE/ t t I I/4•• Roc_ (I)113560 (I)H02e0 (I)110340 (1)KIM (I)H0760 (I)ween Boz S12J0644A HILLSIDE WASHER, BRACE CLEWS BOLT AND NUT PART NUMBERS lull Cff ANDwsZur NUT COWER A325 A125 DI liw NC B s44EEF No: ‘urlIIIi FBD_ mr-7/r I•.3 1/4' (1)110640 (I)113130 PLATE ``\\1`v D, �� / D 1 of 1 7 A,i.' E-1 I/f I I/C.3 I/2•(1)170660 (1)110310 `�p!J,.w...,••O• • /// INDICATES LENGTH OF FLANGE BRACE IN INCHES \ G E N,s• `y ' �. t EGD+ SEE PLANS AND ELEVATIONS .. t FOR BRACING LURK NUMBERSIII. I * No 15••25 '�1(�.,, COLUMNOF 12'TURNBUCKLE yap WR PLATE 912 —:: (Z \ `v'�V^, � OR RAFTER COWIN CR RAFTER..�., BRACE GLENS ��( 'hj (L� FBE_`. COUNTER LENGTH l7 l� 01 357 7/B" ROD ASSEMBLY \•'••I. ORBRAF ER OF LIMN `� \\. i O T': TA EOF COUNTER - SEE CHART 02 37 1/8' MK. RD_ tt` `. !tils:::-::03 49 1/2' COUFU ` 4r: it(`tS;{�'��ORIOP!f( MS SGL xm.An aa.10 THE 04 50 1/4' (QUANTITY MES ��i Box CE1 son Cor(�7/ `�'E o Ivw or H `06444 03. •1 4 LENGTH \! O MM i-PLATE WITH KANE RATE\ MTH KNIFE PLATE T BLOH ON•Aros a01G 1907 nm urrot RORKOR1 I STRUT DETAIL t t "`TIE%Ir:`4`41.7... " ROD BRACE DETAIL 0 Whetstone Road B03 Swansea, S.C.29160 = .°"T TORS I O < 0'PIPE STRUT OR BOX CEE STTM AT e'(MN.)COLUMN CO RAFTER D 1 6 LM.010 er NUwl1:IT (CLEWS TO WEB) NOTE 0& E L 3 1/4' MA BOL A./10 H Florida P.E. No. 56425 " '�` SEE PUNS( EEE 0 3 FOR MARK 024,..a 11,G p 40304 --- ROT OX GOM1mutD AS A101 _ V.V.41,1 IV _ _ ZEE ORT 110-07$ Qo GR OT VR MULTIPLE GIRT�DEPTHS. REFER TO THE STANDARD BOLT HOT aoueD �I\ NOTE PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT. GEe GHRr I if I COLI.YN Lao 00 loo 00 USE(1) 1/2"X I I --r-- _�-_ LIGHT tWA ppWN, USE (2) 1/2' : 2"A325 M1 ', - 1/4•THIN HEAD BOLT WELDEDBOLTS H0603/NUTS H0300 ,,e; i $ HOS15/NUT 110400 8"GIRTS I AT THIS NUT 11041 T--- CUP 10' GIRTS BOAT PLACEMENT DETAILS CUP MK. "GF101 OR (CUP TO WEB CONNECTION) L REFER TO THE I (GFl03 AT 12'ARTS) I CUP MK. GFI01 _��III _ o W SECT. 'A' (GFl03 AT 12'GIRTS 3 Ih 'LAPPED GIRT DETAIL" 1 1 ,/2. USE(2)t/z-=2"A325 BOLTS H0e03/ ) FOR ADDITIONAL LYIc , �( , `� �( NUTS HD3ao(CUP TO WEB CONNECTION) - REQUIRED __ _ _ INFORMATION. 3/4- 1 3/4• ——— ,� ��¢� ��`\ `^A• I - aRr —I—-- .- 5 'E - .- )---1-- 1 ,,.. l' It 14111111 II_ I I •� -�I �"' 111----I o-�- SHOP wYD.DED,'UTE vii -� CUP MK CXC1,3 tri L2 , . .....,_,J ...... ...... Of 0.1 1III 1 ii ir .2; II � � d CUP MK GCC03 " `~$ I 3L�~�O` „ mice wELDEO Pate N CRT Arca i(xy) SHOP WELDED CUP i i GIRT o ' YACO, AStQ�ERS to GIRT IAP 3 -IX I I.SEE ELEVATION SEE ELEVATION w 15- IDLY.A'=4•AT 8"&10'CRISI 2 z ^ UN 1•_4• �C FRUNE m m- 3•Fr, 6 1/2" 6 1/2' 3•j 41 o o COLLMH =8"AT 12'CRTS rNE TOFF ..... T1 SW OR EW GIRT DETAIL 09 61RTTT HMO ERMINATION DETAIL 2 FLUSH GIRT DETAIL 3 o CORNER CEE GIRT CONN. DETAI 4 ei W o_.- CV UPPED BYPASS CBIS AT INTERIOR BAY COLUMNS DETAIL O USE(7) 1/2'x 1 1/4"A307 BOLTS H10500/NUTS 110400 NOTE:USE(2) 1/2•:1 1/Sa ,UO7 BOLTS 110500 NUT$110400 (4) GIRLS AT INTERIOR BAY COLUMNS D9 x NOTE: (8)1/2•x I 1/4"ATo7 BOLTS 1/0500/NUTS H0400 D9 =co N.- bz-a TILE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS /RICHT HMO OPPOSITE D9 NOTE USE 1/2"x 1 1/4"AFC BOLTSTYPIC 11 WASTER UIR( U REFERENCE ERECTOR NOTE FOR'FOCAL WASHER REQUIREMENTS REFERENCE STANDARD WASHER OETa1 FOR TYPK.V.WASHER REQUIREMENTS REFERENCE STANON7D WASHER DETAIL FOR TYPICAL WASHER REWREIIENIS 0 » N 0I CV ERECTOR GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH COLUMN 8• 10' 12' aP WC GCM_ I coLulaH MULTIPLE GIRT DEPTHS. REFER TO THE STANDARD BOLT FLANGE WDTM e- lo- 12" GIRT CUP ay_ _ = Lp NOTE * aaT CUP CERT Clip CERT CUP HDT-ROLLED �� ELANGE wront * GIRT CLIP CART aP cRT CU' ((SEE 7 1/16• r PLACEMENT OETAIL(S) FOR PROPER BOLT PLACEMENT. GRT WITH SHOP - _ L17 Ln FIANCE.4- 1 1/8' GC/111 GCM12 GCYi3 REIM PATE ) ANGLE MAC01 GIRT CUP YK.p(C011 (%j USE(2) 1/2"=2'A325 FLANGE>{• 1 I I�) FU1NGE-4• 1 ,/8• CCY11 OCI112 CC1113 1107 ROLLED GRT i.l W/(2)H1070 Q p MO M BOLTS 110603/NUTS H0300 /2• GCMG, GCM02 GCY06 _ (CUP TO WEB CONNECTION) CUP YK CFpt FLANGE>4' 1 1/2 GCY01 GCMO2 cam WON SHOP �_ �T Rol1F0 GRT y MK.MAR01 (S.LV.) (CFKH3 AT 12•=TS) DIY.A'.4'AT b•a 10•cRTS ---I---- SECT. A' —*I*-- ANGLE �PLATES LC �-. '- __ , - d O N .__. W/(2) H1020 GRT I •8•AT 12•(RIS I 1 • ♦ / B' _ a W FIELD CUT AS REV/ - - I jj I *(* BU OR HR COLUMN 1 �- --B) - 3 C x 2,O Q �• ISE 1 HOT-ROLLED GIRT A' & I 77I T ` pOp En=L� - e I SECTION A I I , ,>I L ii . . USE1/2" 2" _ I BOLTS H0603 NUTS H0300 USE (2) 1/2"x 2'A325 • ' I (CUP TO FLANGE CONNECTION) I��I,��I �� z� •�I BOLTS 110603/NUTS 110300 • �� G PLATE (CUP TO FLANGE CONNECTION) 3 /l \ / 6 CRE AN(LE YK MAGOI '• "�`J 11 (EA H(2�,�OA I I 1`6I= �— �_._-� W W "--- • cauw) ^^ F Ps^v U•-8- 1 6 1/2" 3' ^'•6 Y 1/4' END Of. 3 4' 3 4' HOT-ROLLED HOT ROLLED GIRT a:. ,STET:1 LINE CENTERLINE OF COLUMN ,, STEC- GIRT f COLUMN S7 I t 2' 1 , 2' GIRT(TYPICAL) o PIAN f COLUMN A w CORNER FLUSH GIRT DETAIL 5 $ a HOT-ROLLED GIRT TERMINATION DETAIL 6 8 LEFT HAND DETAIL SHOWN.FIGHT HAND ovPosHE D9 LEFT tWIt)DErA<SHOWN I Iwro GPPos,� HOT-ROLLED GIRT DETAIL g CORNER CEE GIRT CONN. DETAI 8NOM USE 0 NOTE USE(2) ,/z =1 1/4 A707 BOLTS H0500/NUTS H0400 $ __ S,[ REFERENCE WASHER OET1 1 FOR TYPICAL WASHER REQUIREMENTS 1040 NOTE USE(4) 1/2":Y.4325 BOLTS(110603)A NUTS(110300) D9 �U USE(4)1/2"x 2"A325 BOLTS(110603)&NUTS(H0300) OBI U REFS ENCS(FRECfORxNOTE/FOR TYPICAL WASHFRSREg1REYEMS D9 -I e �, REFERENCE STANOAR°WASHER DETAIL FOR TYPICAL WASHER REWIR WNIS t/I REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIREMENTS U • Q o WCOA FLANGE YMOTH B' 10" 12' CUP AIX.COIL 3 Q W 2 111070 * CRT CLP CUP GIRT CLP -ROLLED U 0• GRf / WIRI MYTH ATE �' Q W Z GIRT CUP AIX.GXCI I ' ROLLED CRT FLANGE=4" 1 1/8" U]111 00112 CCY13 �PUDE _\� laJ g PARAPET VERTICAL <\'' 3 �..• FLANGE>4' 1 1/2- CCN01 GCM02 GCI106 - ga JOB mNURSER c7ce Q v / ;t46 _ .• - �__� ,. O CNC" 'a AT eYa,moo cros -j--- SECT. 'A' S 12J0644A USE(2) 1/2"x 2" r. ,31—- 7} ./ >-- '■ I SHEET No- A325 BOLTS H0603/ - / , /��' I .. *1* \\\l I I l I I I/// HUTS 110300(CUP TO; ' '- - HOT-ROLLED .A. \�-,,,\n�.I�D . �i�/ D9 of 17 B[ i I WEB CONNECTION) I , ��:. \\ i - .� � OPS rr---l�y-••�- `,, �/�\(+'ENS •y // n �/ \ �� , Ir�llllr�l ��i /�:: • a-- :� USE(2) 1/2"x 2"A325 :06:5i,(5.5 ly..i.,./14^-,A..4.Th,SHOP _�1_ -- • I � / \\ i BOLTS Ho603/NUTS M03oo 1DC i (CUP TO FIANCE CONNECTION) �I��I pU� T n\\ L(FL.0A GIRT CUP MK cxwlz 1 ea a i W £ �� rTA E OF y ANGLE MKMAROi £— -•_ /`` '�COR4�P��\�`\ (S.LV.) / ' ROLLED GIRT I S••,,• . W/(2) 111020 " // As \\\ OAS WA MOANS OM,tO Int FIELD CUT AS REO.O c E COLUMN /////ON. \\` AT Core/��!4V'b\ms P.E. °^: '" : "s_ SKEWED CONNECTION DETAIL 9 a CORNER CEE GIRT CONN. DETAI 10 "' Y ~� K°^°° °' °^ LEFT HAND DETAIL SHOWN,RIGHT HAND OPPOSITE _ s HOT-ROLLED GIRT DETAIL 11 200 Whetstone Road , NOTE USE(2) ,/2-x, 1/4"N. N H0500/NUTS D9 X NOTE USE(8) ,/2'=, 1/4"4.307 BATS 110615Swansea,S.C.29160 ` a' NiOsC MES`nw...cs H0515/NUTS � 09 i> LEFT HAND OETNL SHOWN,RICHT WAND OPPOSITE ,�o„,0W IX.M,mx WNp„Q REFERENCE WASHER DETAIL FOR TYPICAL WASTER MORDANTS U REFERENCE ERECTOR NOTE FOR TYPICAL WASHER RECIRERENTS NOTE:USE(4) I/2"x 2"*325 BOLTS(110603)&NUTS(110300) D9 Sz.,�,,,,,�„�„o,SLOW AS REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REWIREMEMS Florida P.E. No. 56425 uaAs.1zroc cz,"o swu INSTALLATION INSTRUCTIONS LI%LA.I VT\ IVV 1 L. UNLESS SPECIFICALLY NOTED OTHERWISE, NOTE ZEE ARTS SHOWN 1)FOR SINGLE GIRT BRACE.INSERT THE ANGLE INTO THE FACTORY PUNCHED SLOTS. STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED DOWN AT STD. 1/2'/LS07 BOLTS a n • SINGLE GIRT BRACE N THESE DETAILS ARE I BEND THE TABS AS SHOWN AND ATTACH WITH(1)H1020 FASTENER PER ENO. THE STEEL UNE AS SHOWN IN THE DETAIL BELOW. (N H0500H .' FOR REFERENCE ONLY, SINGLE GIRT BRACE (NO WASHERS REQUIRED 1 SEE ELEVATKNS FOR (AS REQUIRE)) 2)FOR GIRT BRACE'X",INSERT THE ANGLES'BACK-TO-BACK'Mo THE FACTORY UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT ORIENTATION u �' SEA MEMBER I PUNCHED SLATS.BEND THE TABS AS SHOWN ANO ATTACH WIN(I)H1020 FASTENER IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE DETAIL BELOW. STANDARD OUTSIDE FLANGE PER END. CUP ATTACHMENT IS BELOW THE GIRT, HOWEVER SOME DETAILS REQUIRE THAT IF GIRT 3)CONNECT THE GIRT BRACE X AT THE INTERSECTION WITH(1)HI020 FASTENER THE CUP BE ABOVE THE GIRT OR THAT THE GIRT BE TOED DOWN. '• -,vl / GIRT L•PEN BOLTS NOT V1 4)SEE THE DETAILS AT RIGHT FOR ACOIIIONLL INFORMATION WHEN ATTACHING TO (REFER TO THE GIRT DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS). SHOWN FOR CLARITY 1 ALTERNATE FRAMING MEMBERS. REFERENCE THE STD. GIRT BRACE X LAPPED GIRT DETAIL ....410110/0000/01110- ECOND LAPPED (AS REouIRED) I FOR THOSE ill GIRT / GIRT BRACE x' PLAN VIEW OF GIRT BRACING LOCATIONS PER BAY I REQUIREMENTS. I ZEE GIRT BOLTED OR 1)USE(2)ROWS of GIRT BRACING REQUIRED REGARDLESS OF THE BAYi r CEE GIRT THIN HEAD 1/2'BOLT WELDED GIRT LENGTH. MK. H0515�� i�' CLIP A' GIRT I (1)H1020 FASTENER 2 (NO WASHER REQUIRED) 411, I )THE FART BRICNG 6 ALWAYS SPACED AS SHOWN N THE DETAL BELOW.I Kin:111.11111.1. IWI7. FIRST LAPPED GIRT ,��,Z nG1E GIRT BRACE GI ELI ... NUTS IMI. H00 4 fg 1 (I)H1020 ASIEEIER g srm UNE (ttPIa1L) - ZEE GIRT ORIENTATION CEE GIRT QRIENTATiON iz I oU L STANDARD GIRT ORIENTATION DETAIL LAPPED GIRT DETAIL oR -MII� APPED NRR•INTERIOR BAY COLON 6 1.....i O O •-•nall I SEE GIRT DETAILS FOR GIRT CONNECTIONS 0 "THE THIN HEAD 1/2'A307 BOLT MUST BE INSTALLED INTO THE FIRST OCDV CCV (COLUMNS NOT SHOWN) GIRT AND CUP OF A LAPPED CONDITION.THE BOLT/NUT ASSEMBLY MUST N QT I CV BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED GIRT BONG INSTALLED, GIRT BRACE CRT BRACE GIRT BRACE A 0.33=LENGTH 0.33:LENGTH i 0.33:LENGTH I EOR IY IED WOR t2'BET —I- 60X i = / (I)111020 BEAM —- / (1)M1020AY BE ROTATED BAY LENGTH txd I2 GRT ay !• ORT I IC fiIII- FROM SHOWN) (2) GIRT BRACING DETAIL _ I �� I » oLUn,�,- •5•GIRT. _ _ �' cEE GIRT OR S0.L HEADER• SEE WALL ELEVATION(S)FORGIRTLOCATIONS NUMBERS.QUANTITIES, T -T — o o I L o o —I a M 0 r,-�` ,. Cj ` co 1 ♦, GIRT BRACES 1 /P GIRT BRACES I , �'1� t `� `�Ili iii o °O`J a (..c"'‘_°‘11 u = p Z --- • PLAN VIEW OF GIRT BRACING LOCATIONS PER BAY . _1•_ _111_ 'am D °1P Q x Q Z 5G (t)H1020 �1ac COMMON WVEES • LCNNmIGn 1Lvats , J O( Li- I) CL NOTE;THE CEE SECTION NOTE THE CEE SECTION U1)USE(3)ROWS OF GIRT BRACING REQUIRED REGARIIESS OF 711E BAY I ,'_A•(515) I 4 1/Y(SIR)J, - t-�� '- a.�,_� 3 co MAY BE TOED UP OR OOWN.�IMAY BE TOED UP OR DOWN.I GIRT BRACES LENGTH. Y-- f r BRACE 2)THE GIRT BRACING 6 ALWAYS SPACED AS SHOWN IN THE DETAIL BELOW. 8'OR 12'GIRT AT CORNER 8'OR 12'GIRT AT SW OR EW 8' &8'CORNER 8'& 10' CORNER LEI \ a 51QL INE 1C ORT Kr ORT _I_ GI HOT-ROLLED GIRT BRACE BO%BEAM rl0•Mr _ / f _ _ .1_•cis ----- CHANNEL / 1T- UID r �_�_�� CRT OR ?lir (1)H1070 i I r`'1 T T— O O _I_ ° ° —I At• '; GIRT BRACES (1)H107o I �' '0 r �� C� ro noI Ira lial m1FAAL (1)mon _ I GIRT - A I J as 1 -- L°—— inI Q Z�I ` ..._....s.OPS -�G�D2 IINOTE THE CHANNEL MAY 1 GIRT BRACES (WHERE -1_ _1_�� ` - RXnNRc1DN SANES� TOED UP OR DOWN. I �I_I�I REM). I 1•-1.15104 10•CII Hr C GIRT BRACES } 16 17 TSI01,� x Box BEAM I I I I 10' GIRT AT CORNER 10'GIRT AT SW OR EW 10'& 8'CORNER 10' & 10' CORNER ----- LU _� 1 .25x 1 .25X 1 _25X ` .25X cm„m„ r 21:1;1"E l S FLUSH GIRT BOLT PLACEMENT DETAIL g BYPASS GIRT BOLT PLACEMENT DETAIL o I BAY LF.HciN I GIRT CUPS ARECE WASHER FACTORY PUNCHEDTOBE USED WID IAJLTTPII DEPTHS cJ GIRT CUPS REFMARE FACTORY PUNCHE°ErniDO BE USED WIMWASTIWLTWI.E GIRTGNT DE THS. w F.I (3) GIRT BRACING DETAIL REFER To THE DEEMS ABOVE TO oETtIBIlRE MACH NOES ARE 1TTIUZED. TS REFER TO THE DETAILS ABOVE TO DETERMINE WHICH HOLES ARE UTILIZED. Q g> (1)HI020 I 1 SEE WALL ELEVATION(S) FOR GIRT BRACING MARK NUMBERS. QUANTITIES. ENDBAY GIRT SHOWN ENT BAY GIRT SHOWN = 5 [;il:- (1)H1020 ()H702o AND LOCATIONS AS REFERENCE ONLY AS REFERENCE ONLY U J �+;1:3i GIRT BRACES GI T BRACES I ERT BRACES BAY SIZE NARIES) + m V £ PLAN VIEW OF GIRT BRACING LOCATIONS PER BAY NESTED GIRT --_- BURT-UP 0R COLD FORMED 1)USE(4)ROWS OF GIRT BRACING REQUIRED REGARDLESS OF THE BAT I j 5'-O' I • JOB NUMBER _ I I LENGTH. I o c I TYPICAL GIRT �— S 12J0644A (I)H1020 2)THE CART BRACING 6 ALWAYS SPACED AS SHOWN N THE DETAIL BELOW. ��1111urrri/ SHEET NO: (q H107o I (1)H1020 MIN I _ -- _ - M.= �'_ I. . . -. s =,-�-1 \���� D. NO. ///,� D 10 of 17 NIDI SAVE SIL l Ne GIRT GIRT BRACES i GIRT BRACES GIRT BRACES Mirk' liN `COLUMN (4) ' +E :•25 , �*�•r�,,��f, 1.: (1 H1020 • SELF-ORILNG SCREAS CL= OR JOIST itooF STEL U__ # REFER TO THE STANDARD THE NESTED GIRT WILL BE THE I I-ENi- SAME -73 ,AT it'- F7'>I PURLN I•' GIRT BRACES --- I I I I CUP";RK NUMBERS ANDSR SAME PUNCHING AS THE THE ���• ST TE OF `_� '' (1)H1020 1./.. --. I I I I I I TOBOLT TCTUANTMES AT THE OLUMNN CONNECTIONS.IM THEY ARE TYPICAL I REQUIIRED.THE BAYS �j (C�4'ti F P"?�j`��\ .20 x .20 x .20 x .20 x .20 x ��/S``•. /LOQ RLI1O ``�\�� Oa UK��:OILY TO DC --- --- (4)H1020 AT PURRUNS t LEMON I LENGTH I LENGTH I lftRciH /////�/D I V!'L Ute`\\V�\ ..MLS OCSO CD AHD SUPPUCD SYFILYS.A 1� BAIRON Or MKVA COR000SI 1 (4)111070 AT JOISTS BAY LENG,1, FLUSH/INSET NESTED GIRT DETAIL m Corey 'tGdilns,P.E. M, t REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS �, ARE^`°A001Ci Or'A'�" SECTION n- (4) GIRT BRACING DETAIL 200 Whetstone Road NC WOOD= ., . PRE-0FYl/NC All BE FIGURED FOR MING FASTENERS H THE ngoRs9oNn RNONLm Wast O CEE CHANNEL MK.• FLOORLTAGHMENT TO SEE WALL ELEVATION(S) FOR GIRT BRACING MARK NUMBERS. QUANTITIES. Q REGION OF LAPS DUE TO THREE THICKNESSES OF GIRTS. Swansea,S.C.29160 �`A", AA=°"1"`Q�R"""" U dRr 8, � BY OTHERS AND LOCATIONS 25 SEE WALL STRUCTURAL ELEVATIONS FOR LAP DIMENSIONS irsrEws°�u+�o Docs POT SOK AS (SAME CONOITON FOR CONTINUOUS OR SIMPLE-SPAN CARTS) Florida P.E.No.56425 INcutTA or TACT o "9SWL NOT AR cC•MwKWD AS$UE.. TYPICAL FIELD WELD TYPICAL WASHER REQUIREMENTS Roo MARK HILLSIDE FLAT " REQUIREMENTS ERECTOR NOTE: ERECTOR NOTE BOLT/NUT ASSEMBLY DIAMETER NUMBER WASHERS WASHERS A307/A325 UTSCOUPLING REQUIRED AT LAPPED , a n (UNLESS NOTED OTHERWISE ON DRAWINGS) (UNLESS NOTED OTHERWISE ON DRAWINGS) ZEE MEMBERS. (NO 0 5/8'• R08_ (2) H0930 (2) H0210 (2) H0310 H0810 WASHERS REQUIRED) / 3 4 0 ALL FIELD WELDING MUST BE PERFORMED BY BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS im / ROC— (2)110930 (2) "0220 (2) 110320 110820 AWS/CWB CERTIFIED WELDERS WHO ARE QUALIFIED FOR WASHER WASHERS ARE REQUIRED ON BOTH �lW 7/8'a "D°- (2) "°93° (2) 110230 (2) 110325 H0830 THE WELDING PROCESSES AND POSITIONS INDICATED. SIDES OF MATERIAL IF SLOTS ARE 0 1-• RDE— (2) H0960 (2) 110240 (2) H0330 H0840 E T ALL WORK MUST BE COMPLETED AND INSPECTED IN WASHER USED ON BOTH SIDES. (SEE DETAIL SECTION 'A' // I 1 1/8'• RDF_ (2) 110960 (2)110250 (2)H0450 HOB50 ACCORDANCE WITH THE APPLICABLE AWS/CWB SLOT AT RIGHT FOR LAPPED ZEE MEMBERS) g ' SPECIFICATIONS. WELD ELECTRODES USED FOR THE ) ,T 1 1/4'• IDG— (2) H0960 (2) H0260 (2) 110340 H0860 SMAW (OR STICK) WELD PROCESS MUST BE 70 BOLT" SLOT SLOT TO HOLE CONNECTIONS I I LAPPED ZEE KSI/483 MPa MATERIAL AND LOW HYDROGEN CONTENT. WASHER ONE WASHER REQUIRED ON /j/` SEE PLANS AND ELEVATIONS SLOTTED SIDE ONLY. 40 I I ,/ PURRUNS OT( •�•., I FOR BRACING MARK NUMBERS cnzrs GALVANIZED STEEL FIELD WELDING NUT HOLE yLAPPEO/NEs7ED aEGKNI Roo ASSEMBLY RECOMMENDATIONS Boli HEAD HOLE HOLE TO HOLE CONNECTIONS I` \I,' � I Y WEB OF MK. RD_ PREPARATION OF WELD AREA NO WASHERS ARE REQUIRED WHEN , I N O O COLTUM OR ••'• , HILLSIDE WASHER, S.AWS D-19.0,WELDING ZINC COATED STEEL,CALLS FOR WELDS SLOTS ARE NOT USED. FLAT WASHER, TO BE MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE , [70 I AND"� COUPLING NUT WELDED.FOR GALVANIZED STRUCTURAL COMPONENTS,THE ZINC NUT HOLE I I (QUANRTY VARIES) \ (F 3+ COATING SHOULD BE REMOVED AT LEAST ONE TO FOUR INCHES O 0 O - } c4 (2.5-10 CM)FROM EITHER SIDE OF THE INTENDED WELD ZONE AND WASHER PART NUMBERS --L — ——— ,I,•• it ON BOTH SIDES OF THE WORKPIECE.GRINDING BACK THE ZINC - H0200- 1/2'FIAT WASHER H0240 - 1' FIAT WASHER NO WASHERS REQUIRED AT BOLTS USED IN ly O(3^ COATING IS THE PREFERRED AND MOST COMMON METHOD; H0210- 5/8'FIAT WASHER H0250 - 1 1/8'.FLAT WASHER THE LAPPED REGIONS OF ZEE MEMBERS. BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC 110220 - 3/a' FLAT WASHER H0260 - t 1/4'FLAT WASHER .re ROD BRACE DETAIL o_�N FROM THE WELD AREA ALSO ARE EFFECTIVE. 110230 - 7/8' FLAT WASHER SECTION 'B' (WEB TO WEB) I(~--- I N TOUCH-UP OF WELD AREA ROO MAIM COUPLING MACE CLEWS BRACE CLEWS y W(V 00 I IMMEIEA5 60168(55 1W+NBUL70FS NUR (AT TURNBUOQE) (AT COUPLOG NUT) .- LLO r) WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC yro. �_ (t)710770 -(1)N0610 (I)et502 (1)BC507 ` _ (.0. COATING ON AND AROUND THE WELD AREA RESTORATION OF THE 3/4. _ (7)Novo (t)mono (1)BeSo3 (t)90409 A o()�� AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780. 7�• Roo— (1)NovoRANGE BRACE OPPOSITE SCE 61 I ! o MO T-") STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED (t)xo6w (I)BC504 (1)eaoa REWIRED WHERE NOKARO N ca¢CO O I' ROE_ (1)90740ON(1ECit0N DOGS.AS 115&7Y W AREAS OF HOT-DIP GALVANIZED COATINGS,WHICH SPECIFIES THE (t)H0640 (1)° ('l USE OF PAINTS CONTAINING ZINC DUST.ZINC-BASED SOLDERS OR ' '/°• — (t)N0750 (I)H06Sp (1)BCL01 (1)acEOs '4',1).' 0 0o N SPRAYED ZINC.ALL TOUCHUP AND REPAIR METHODS ARE CAPABLE '/` ROC_ (1)H0760 (+l HMO (1)Bttoa (t)BOLos .,ri I NOTE: U = ^Z L+J BRACE CLEVIS BOLT AND NUT PART NUMBERS ice,Et7 I` 1/2 X 2'A325 BOLTS ANE1 .1q x¢Z OF BUILDING A PROTECTIVE LAYER TO THE THICKNESS REQUIRED // REQ•-1T3R BOLTING R.A78E BRUGES <O BY ASTM A 780. ROD BOLT OMENS 14325 A325 SAFETY b HEALTH M ANO IDI019 BOLTS NUR 110603 BOLT CO'(/7= H0300 NUT RA710E BRACE , E)- 3/1'-7/F 1'.3 1/4' (2)"0640 (2)10.130 WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS I 110200 WASHERS , jM NurT "^� ` r a UNAVOIDABLE,OSHA PERMISSIBLE EXPOSURE LIMITS(PEES)MAY '0 e-1 V4' 1 1/4'R 3 1/2' (2)110660 (2)"0340 I 106200 WASHERS FLANGE BRACE BE EXCEEDED AND EVERY PRECAUTION,INCLUDING MK FB- HIGH-VELOCITY CIRCULATING FANS WITH FILTERS,AIR '�,.. SEE PLANS AND ELEVATIONS RESPIRATORS AND FUME-EXTRACTION SYSTEMS SUGGESTED BY FOR BRACING MARK NUMBERS NOTE: H0603 BOLT '' BRACE-AWS,SHOULD BE EMPLOYED.FUMES FROM WELDING GALVANIZED CLEYIS `•. 12'TURNBUCKLE \ \ 1/2 X 2'A325 BOLTS No2ooMD300wAslNUT ERS STEEL CAN CONTAIN ZINC,IRON AND LEAD.FUME COMPOSITION "'�„ • WEB OF J II`: ARE REQUIRED FOR I TYPICALLY DEPENDS ON THE COMPOSITION OF MATERIALS USED, COLUMN ' BRACE CLEVIS ••• g' .603 BOLT BOLTING FLANGE BRACES. AS WELL AS THE HEAT APPLIED BY THE PARTICULAR WELDING OR RAFTER WEB OF COLUMN .200 NUT �- PROCESS.IN ANY EVENT,GOOD VENTILATION MINIMIZES THE •�, OR RAFTER AMOUNT OF EXPOSURE TO FUMES. ROD ASSEMBLY �•. FIANCE BRACE OPPOSITE -4 WALL CPT PRIOR TO WELDING ON ANY METAL,CONSULT ANSVASC Z-49.1, MK_RD_ ` SIDE REQUIRED WHERE x FS" in 11 SAFETY IN WELDING;CUTTING AND ALLIED PROCESSES,WHICH COUPLING NUT "�� o TESD "NSERECTION0 a $ CONTAINS INFORMATION ON THE PROTECTION OF PERSONNEL AND (OUANTiIY VARIES) OO (WIGSo TYP FLANGE BRACE ® BU COL & GIRT THE GENERAL AREA,VENTILATION AND FIRE PREVENTION. a ROD BRACE DETAIL ° TYPICAL FLANGE BRACE AT PURLIN & RAFTER 0 NOTE: SEE RAMS,,,,0 nEVArDNs, �` v INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION 8- (CLEVIS TO CLEVIS) re SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS J MNCE BRACE PART MARKS Lu J TYPICAL FLANGE BRACE MARK NUMBERS KO wee HILLSIDE 1LJ° A307/A36 BRACE TURN- C01P160 DIIAR1ERs N A1B(6 trABR°15 RA9BMS NUTS a.ET+s mous MRS f 3 0 BOX THIS STRUT r COOT 6 5110Mt1 PPE/BO%CFE STRUT CORDONS SWORN ] ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM S/6'• ROB_ (t)Ham (1)1D2to (1)110370 (1)60502 (t)x0770 (t)110970 � 0605 SDE D<0(NIF7°NE f TIERS SIDE OF CENTERLINE � U 6 U. 3/4'• ROC_ (t)18930 (t)H0220 (I)10320 (t)BC503 (t)H0720 (t)18620 g FBC 7/6 0 MO_ (1)18930 (+)106230 (1) 8323 (1)ecw4 (I)10730 (1)110930 1 EET6 d E ENO OF CU 3 3 8' 1 1 1 I 4 I 2' END Of 666 1.0 RDE_ (1)110980 (1)106240 (I)110330 (I)mos (1)H0740 (I)10640 1.� JOB NUMBER: INDICATES LENGTH OF FLANGE BRACE IN INCHES I I/8'• RDF_ (1)110960 (I)x0230 (I)70450 (I)80.01 (t)H0750 (I)18650 STRUT BOX °�WM _ ' LENGTH T-PLATE ����� BOX S 12J0644A t a 1 1/s•• R00_ (1)10980 (t)18260 (1)x06340 (1)Bad2 (t)N0780 (1)18660 HILLSIDE WASHER. BRACE CLEVIS BOLT AND NUT PART NUMBERSIIE STRUT _ FLAT WASHER R00 BET aAML18 A325 A325 V' Intl \`"►�I I►►►��� D 1 of 17 NO 1E AND NUT OWIE7ER AND LENGTH SOUS NUR RATE FBD__ "•/,_.• 3/6'-rye' I'A 3 1/4' (1)HO640 (1)H0.330 ��� 4� D. NO �� I.-t V4' t 1/4•,3 t/2•(t)110660 (t)NOSW �Q.\C E ^' 9' // INDICATES LENGTH OF FLANGE BRACE IN INCHES \ /'�C E N S, `• n t LENGTH t FOUR BRACISNG AND UMBERSIONS No 45-25 /(�� 4S13- WEB OF COLUMN 12'TURNBUCKLE _•'D �A (_ ` ��� OR WAFTER ..... • BRACE GLENS 511oP WELLED PLATE A o0L17L•i as RAFTER 'I7 _ (.I/ 7`e ai WEB OF COLUMN ` ,((•• TA E OF =� !FBE__ COUNTER LENGTH '• .. . 'O`7L- COUNTER - SEE CHART Ot 35 7/8' ��AS��•Y �''IOR RAFTER �`� P`r. 03 49 1/2' , 113•, /�SS;,. OR10 !\ \� rows 7K ARMUMS O TO DC 04 50 1 a' CWPUNC NUT // ..,``�\ n mCOR 940.10 575-066.A / (QUANTITY VARIES) CO Boa CEE STRAP( Box CFF SWAT 4*or 1 Pt COr6jr7 ;�,E, Darns LENGTH CO ++N11 T-PLATE WITH KNIFE PLATEN '6'11 101KE PU7E 200 Whetstone Road Bcw1D.c 4•10t Def AK DC PROOIX1 a N oCON xn04G STslaG. DC RERSTOIED " ROD BRACE DETAIL < STRUT DETAIL 11 042/40111'ARSE IAT O 6 PPE STRUT OR Box GEE STRUT AT (MIN)cau6N 0a EATEN Floridansea, S.C.29160LM6 6NgQ m m Oro 94B.r6 15 tel FATS TA WCR1 -2 1061E,USE(2)I'0 3 I/4'A325 BOLTS Ho640/IMS H0330 D 1 E P.F.No. 56425 SY37F45 ANO DOES Nm 407.0 AS 21(AIMES0605 PRD 40 LEFT HAND DETAIL SHOWN LEFT HAND DETAIL SHOWN -- 'v RIGHT HAND OPPOSITE RIGHT RANO OPPOSITE CUP MK. GXC0O40 UNE 1 n CUP MK. GXCO140 UNE 8 3 n ,,,+1 ROOF W/(6) 3/4'A325 I BEAM �, BOLTS MK. 140633 CLIP YK� NOTE: // \/ NUTS MK. H0320 (,6&FS)wM 3/4'Te\S,[RS i � I \ (6)3/4•x r A325 REOU RFD 0�.4R :L ALL SLOTS. ENDWN.L RAFTER ENOWALL RAFTER SECTION A-A t•. �• COLUMN —5� ♦ \ A� W�L / r 1 if aJP MCp(0002o UnE 1/ —— ♦. , I �,• CUP MKGXC0160 UPE 8 0 �� ` 7 \ .,,,,• SKEW SEAM WELDEDr \ 1ry n LNA D I (3)3/4•�x Y STIFFENER I ♦\ \` Y A325 BILTS 143633 NUM 110320 El 1•Ca2002B LIE, \ . \\ ill ao,•Lawtw IRE aSKEW ' 2 • (4)5/8'0 x 2 i/4• 4.325 BOLOS.140633 I'''':- BEAM 3 3 4' NVIS 60320 1 ROOF BFAy i 1 A325 BOLTS MK.H0610 'I �� BEAM WEW A. • NUTS MK.H0310 OIOWALL RAFTER 1 INLANGEg OF REO5) Ower ^ SECTION A-A 0 -CUP SKEWED BEAM CONNECTION 2 CUP MK GXC00040 UNE 6 § INTERMEDIATE ENDWL�RAFfER CONNECTION 1 s BEAM CONNECTION DETAIL 4 O COLUMN RENITENCE ERECTOR NOTE FOR WASHER REDYmEv.N,s D2 < SKEWED BEAM TO COLUMN CONNECTION 3 a D2 0 N �i D2 �rn 1 N \ M CV co I CUP MK.G)000030 UNE 1 LEFT HAND DETAIL SHOWN LEFT HAND DETAIL SHOWN CLIP MK.GXC0150 UNE 8 —fin «I 1 N RICHT HAND OPPOSITE _ _ CO CO Lip Cr> C ROOF I ROOF ------ • P MK. GXC013 W/ RICHT HAND DPPOSf�--_- _ UP MK. CXC005 W/ ` 3 U t17 �3A"\'fq I� BEA -T T j �i BEAM \ (6) 3/4'A325 \ (6)3/4'A325 Cr O(n�� `'('f BOLTS MK. H0633 BOLTS MK. H0633 gel" O CD�) I \UTS MK. H0320 I \UIS MK. H0320 0 w _6.00 Q Ov0 O Lil pp SECTION B-B COLUMN 5' \\ COLUMN \ U i OSECTION A-A RROOF EAM \\ SONTAA_ �0UMK.art AWAY FOR \ \h \ // FACTORY ' \ 110,% FORY 9` WELDED \\ COLUMN STIFFENERSTIFFENER.' \ \' 11 t' F SKEWE� m SX O / ROOF %',17 5' �i 5' I n BEAM -'--- BEAM J CUP MK.CX00030 UNE 1 BEAM ny �r FF 1-- L.—4.—ROOF CUP MK.G%C0150 UNE 8 0'•. I I _-� T SKEWED RAFTER LEFT HAND DETAIL SHOWN 12 11/16�t 11 16 1 J RIGHT HAND OPPOSITE. CLIP MK. CUP MK. SECTION A-A SECTION A-A J CXC008 GXCOfO $ CUP NK. -3 o n GXC013 CxC005 BEAM TO SKEWED RAFTER CONNECTION 5 SKEWED BEAM TOCOLUMN CONN. 6 SKEWEDGBEAM TO COLUMN CONNECTION 7 SKEWED BEAM TO COLUMN CONNECTION 8 0 LL USC(6)3/4'O x 3'A335 BOLTS 60633 NNIS 140320 D2 io L USE(,2)J/4-.x 3'A.325 BOLTS,8633 NUR 1a32o D2 < D2 D2 1 J t'i LEFT HAND DETAIL SHOWN I "' —J 3 C:)c RIGHT HAND OPPOSffE CUP MK, —M� , Box G¢STRUT0070.61016 SHOWN s PPE/BOX c¢smlrt Da'o+slors yawl f Bar ca STRUT ORIFNSIOFS SHORN 1 PPE/84x CEE SOM DBIE1190N5 9gRN U 0 CXCoo7 THIS snE of cE.TIEmRE t THIS MDE OF COMM( ► THS SIX OF MIME { NS SBE OF aNMERU( r gWg 0 of-4,44,4z. END OF Ca s 3 .• 1, 1, a, END OF .a DS Of CET 5 3 4' I 4' 4 1 ' DD OF'' •, g m " v STRUT ILO CFE STRN WITH �t� S140P WF3DED PLATE =MN OR RAFTER J08 NUMBER rTH T-PLATE ���� PIPE/ �R/f�wlM PRE/BOX Ca / SECTION A-A al_ _ - STRUT BOX T-RA - --11 , NATE S 12J0644A ROOF -j' ', - WITH IONEFIANCE MOHR SHEET No: CUT AWAY FORCLARITY BEAM RATED2 of 17 MEM: 110 I ° Y— ‘NQO 124 al • • ,,,_ • wm,,DBFE PUTS Zs• ........* ' •• •25 ,C 1 1 4' SNIP WELDED PULE `` ' t ` — �N • �00 4i COUNIN OR RAFTER /�+I CUP ROOF ♦ -1 ', \/ O ----t-{ ill ~/ GXC007K BEAM ` YAiI,T-RATE ♦♦♦J♦♦• I \•� i i /r EE/ (1',L.„."1,414.4171/ ��' 4r, j l j �- ' STA E OF =: SKEWED \ • s♦a 3 J/s' 3 3/4' / �E: \ RAFTER • E I i - // s\•'•t O R K.) ,\ nes FAL ops ce r so NE • • =SEE-Ma ....^......• 0 BOX[FE Spirit =SEEM= ME-MO-' ul SEE B DETAA F SEOR RE CIENAIKRS WfM RNFE PLATE Cor k15. p';r.E. mom or Num MWY CORPORATION.BRACE CLEWS 1-'" LO WITH T-RATE RN KNEE RATE wrtH KNEE PTE FOR BRACING YN.NUMBERS AND LOCATIONS 200 Whetstone Road "`�`"'10 °`"""' BEAM TO SKEWED RAFTER CONNECTION 9 Y STRUT DETAIL STRUT DETAIL Swansea, S.C. 29160 USC(6)3/el x 3'/325 BOOS 1406U NUTS Ho 20 D 6'AVE STRUT OR BOX SEE STRUT AT 6'(Yw.)COLUMN OR RAFTER , < 6'RPE STRUT OR BOX CFE STRUT AT 20'OWL)COLLAR OR RAFTER SEAT*wry 01 HOT SUM AS ,..USE(2),-x 3 1/4'4325 BODS,0640/NUR 140330L,4 y� TONS MR NARK NUMEptS AND LDGTONS NOTE:USE(2)I'%3 S FO AVS BOLTS 1107140/NUTS No33o Florida P.E.No. 56425 SEE PVNS&ELEYA SEE PLANS( RLVATIONS FOR MARK NIIYBFRs AND LDf TONS Two e. errmnC u�iu SECTION A-A eox GEE scour DWENs01T5 sNoxr 1E pvc/eox cg smut 000�sara SHOWN 901 TEE STRUT ounmon Sarco E : CEE GIRT 4 n so o CURD.HO r X C E SI r CEHIORD 0. 4 TNS 00E OF CNSIONS E PPE/BOL SllicI F pie s'K3""1, 5. 4, _ a�� TOP 4F PARAPET STUB �` �` lir PARAPET - 4� 040 OF CEE 5 3 Jr I I 11 4 1 0.0 OFSTRUT - OB OF .+ 5 3 I I ,T l 4 1 2' END OF P^ LEESTRUT e } >� BOX CEE BOX ca RAKE ANGLE MK. MAP01 �� TT PLATO B T-PLATE �� PPC/ le le r COT 111020 AT EACHhT 'r `'SUPPORT • JITir XNSE C: PLATE ROOF PURUN Ilk 1 W o ZEE GIRT z z IF REQ'D 4 1/ ' END OF 7 7 PURUN SHOP WEL=PLATE COLUMN OR RANTER SHOP WELDED PLATE COLUMN OR UTTER 15 a < PARAPET STUB \ N 0 grt (IF REO _' ENDWALL RAFTER SECTION A—A 411'44-114.1411.0 � '4,4' .f. tal `® \\' ' p,I 1 MK GF101 • ® (4) 1/2.0 x 2'A325 4proi IBOLT 00603 NUT H0300 • __ TOP OF CGL. I (4) 1/2"• X 2" H0603/ WITH=sumo Ewren KOFF PLATE WITI1 OPE PLAIT g BIZLSIESIeta Wml T-PUTS MMX 1061:PLATE WITH POE PLATE BOLTS (MK. 110603) Y STRUT DETAIL W o•e- - VARIES NUTS (MK H0300) STRUT DETAIL S O 1 3/8" - • e'PIPE STRUT OR BOX CEE STRUT AT e'(MIN.)COLUMN CR RAFTER • , < e'PPE STRUT OR BOX CEE STRUT AT e'(MRI.)COUMN OR RAFTER 10 COO^.- • H PLANS USE(2)1•X 3 1/4'A325 BOLTS 140640/NNOT ITS 10.330 E ISE(2) 1'X 3 I/4-A325 BOLTS N06M/NUIS 80330 ' Q N �$ III �2 a SEE PLA &ELEVATIONS FOR MARK NUMBERS AND LOCATIONS a SEE PLANS A NS ELEVATIOFOR MARX NUMBERS Are LOCATORS Cn C11 I f'V 1.1 53 y 3 II \ , �"TI�115 SICE OF CE NE f TITS SIDE OF CEIR E 01"M'0 1=1 LO 1 7 8' 111 iN p-4 I ORIGINAL CLEVIS PLATE RAFTER II I, Ln T Orr) 1 3 $' _ =Q ENO OF•. S 1 1 1 1 4 1 • 010 OF • CEE M ¢ O • Lo LyJ OO CEE GIRT �-�— I. C=,Z • W (8) 5/8'0 X 2 1/4' ¢z x ZEE GIRT BOLTS (MK. H0610) IllSto. pF BOX CET: I « --- -] O x O LI- , NUTS (MK. H0310) G �t‘E31' , B 3 3 4" CON=LI- z N w iIllqlloo. SS I IN :1_ CEE � STIFFENSHOP ER Ct N. UN /�` S , PLA TE 111111 IS c ENDWALL COLUMN 'I -11\ 1 4" cJ O I II • 1/4^ z STEEL $" /'/' N UNE SHOP WELDED PLATE COLMN OR RAFTER 0 f `` , • 0 _o ENDWALL PARAPET STRUCTURAL PARAPET STUB `� e)e_sml41P1.-*l lA7 CEE IR w 9 ^ BDx[EE S1rtlrt wrnl xNME PUTS - T- WIN*OE PUTS d X POST AND BEAM ENDWALL WITH BYPASS cIRTs SECTION A-A o WTH T-PLATE M Q REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS (4) 1/2'0 x 2"A325 o STRUT DETAIL FIELD WELDED CLEVIS PLATE DETAIL BOLT 00603/NUT H0300 < e'PIPE STRUT OR BOX az STRUT AT I I'(1!L)COLUMN OR RAFTER O 1` J a� NOTE ISE(2)1'X 3 1/4•A32.1 BOLTS N0040/NUTS 110.7.10 W C J SEE PLANS 9 ELEVATIONS FOR YAM NUMBERS NO LOCATIONS >Q ERECTOR NOTE: _ O 5 SEE TYPICAL ROD BRACE DETAIL FOR PART MARKS INSIDE R WORM ANGE 3 1/2"(MIN) `� W WWg Z �A�iY6i7i/EH.Yid — MNP,I/2• lI1 c7 V OUTSIDE FLANGE ( WIDTH) ROD BRACINGal —— ROD BRACING 3 1/2'(MIN) JOB NWBOt � S12J0644A (MAX. LENGTH) BEAM SHEET No: 4TURNMXXE SECTION 'A' • �� �p(r�� D3 of 17 vC ENS .N• 05• 5 LXEO'IS PLA1E - nI 111L-'' (SHOP e'EIOED) // 01;01-/'011.-- -- 4„.,... / NA • z, ( ,( 1 1 3] Luz J!� �� TAtE OF :/_�: ERECTOR NOTE BRACING.FDR DOUBLE ROO P: / 0 D S I CSI To MUST Roo oR CABLE BRACING. / , R \\ 'mATERINS 010,4137 NO m COLUMN BE ATTACHED ON BOTH STIES OF MEET CL1L) PLATE. 11111""' SEE STRUCTURAL ELEVATIONS ///s/'•••.............8‘4.\\\ »••••�(�\\ x MEM BIAUSE SMUT.A RAFTER FOR SIZE AND LOCATIONS Cor O�{^t, `,\\ MEM or . CORPORATXri. TOED OPPOSITE CAE ANOTNER AS SHOWN. 199 I-meg,P.E. eunr wo1.1,1.oR6oA DOUBLE ROD BRACING DETAIL (SLOTS). 200 Whetstone Road BA<�D : DOUBLE ROD BRACING DETAIL ®' GUIDELINES FOR FIELD SLOTTING BEAM WEB Swansea,S.C.29160 Florida P.E.No. 56425 RETZ_...704. ^ H CEE GIRT 111111410 , 1" • CEE GIRT g G �yc...:4:5601" >8 SECTION A—A �i '444411••• 4 2 't SECTION A—A �i, TOP OF PARAPET +'• ' �� • Y ——— ,. , TOP OF PARAPET i � ` 8 'S CEE GIRT CEE GIRT --.,, ,IPP 1411 !4I ish1.-6, mi___ 1 _6. !ki EAVE HEIGHT ROOF LI11111 EAVE HEIGHT PARAPET NE ROOF SINE PARAPET STUB PARAPET STUB STUB PARAPET STUB to ID PURUN SECTION A—A n PURUNig i. SECTION A—A a n 7. 1 1 2• (4) 1/2"0 x 2"A325 1 1 2• (4) 1/2.0 x 2"A325 g 0F181 BOLT H0603/NUT H0300 IN/13 I'''' '-------- BOLT H0603/NUT H0300 O -• O m WOO_.- O�CV ^Q•78 I LT, I N X78 I ~NCO OI 1 3/8• M ---- CEE GIRT 1 3/8" —, CEE GIRT = = Lf)co (8)5/8•b X 2 1/4" 4411114‘ OF F 3(� cg BOLTS (MK. H0610 G C�' _ (8)5/8Y X 2 1/4" O„sy M O r0 ;o =� I NUTS (MK. H0310)) gFe BOLTS (MK.H0610) GSR 0 M c"4......,,09 Q 000 le =g I NUTS (MK.H0310) to W�00 = O OV) `-' i ZEE GIRT I 3 7 �' ^J X I / U Z W `, + U g ZEE GIRT ..4414111.11111111H1 ��`. , J p O Q ` In L.� z FRAME '� -6 g s •'I r ; m d E—\ COLUMN I E COFLLULM(N ` O STEEL 8" re y I UNE BYPASS I UNE EL GIRT UNBYPASS GIRT PARAPET STUB PARAPET STUB SECTION A—A SECTION A—A (4) 1/2.0 x 2•A325 (4) 1/z"o x 2•A325 o BOLT H0603/NUT H0300 BOLT H0603/NUT HO300 X 9 HIGH SIDEWALL PARAPET STRUCTURAL 420LLi0 0 o HIGH SIDEWALL PARAPET STRUCTURAL a (n INTERMEDIATE FRAMES WTTH BYPASS CIRTS INTERMEDIATE FRAMES WITH BYPASS GIRTS O Q REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS Q U J REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS J o RAFTER 3 g % N WELDED ROOF BEAM ,°°y < p 2 6 A NIA) _ N MIC.., , ' m U N� C� M8 NWBM ~N� Si2J0644A M.... SHEET I £ll -0 1LK WEIP01 /4' 117RtATEI ``�tJ�tturr�f���/ D4 of 17 I SND COl. CEEOWING. K.MB0001 ` I]• 9FASTEN TO EACPURUN w,TH Ap� �O+ • /,.(2) M1020 O COLD-FORMED CEE E BRACE MK. \ �• \C E(2)H1070 0 HOT-ROLLED CEE `Niii, �, 1 W/(1 3/4 x 3• �r r��BOLT AT `•*•' . •list`X£ CUP ENO. - '.` S .. /�A /� .. .4101111°E:46 .,�, MIC wBP01 _"0 i . _ Ci t• ttfls• T-CUP MK.OxC070 Ot - r .g3,:-: ��" Y �J w/( x 3 A325 �. '••. TA E of � 11A1MLS OESCRED MD SUMO) • SEE T P.Roo BRAEOK XTML �� 111 �i�S F�ORIOP C9 FOR REVS/BOLT PARE UK./'S SECTION-A- * NOTE:FIELD OREL 13/16-H HOLES w RAFTER ///S,••....,,._....:(`��\\ ma>tK wawa orar w nc o WEB FOR T-CUP ATTACHMENT. ///� N L \��� p.„e0 ,IGH Corey�Du Ants P.E. "° "tTK '� ME SE owcacr AWCOR Y WIND COLUMN BRACING DETAIL 9 ROOF BEAM ANGLE BRACE DETAIL 10 200 Whetstone Road ^s..„,r Swansea,Q /6ON 4A/5 S.C.29160 xm SOL• NUSE E(20)1/211 2-AJ25 BOLFAMER Igw/603/NR ONQxp AT CEE CINNNEl D4 D4 Florida P.E.No. 56425 mins AND ADA mo„ E AS REFFREICE ERECTOR NOTE FOR TMCAL YASNER RE«AREMENRI IP � CEE GRT it a^n C' c N CRT a • N\ �\ &. TOP OF PARAPET ——— .CEE GIRTIIIT•-4. • USE (2) t/2•■ 2' \ SHOP WELDED EAVE HEIGHT AS25 BOLTS H0603/ ` :: `/11p PLATE NUTS H0300(CUP TOde PARAPET 11 ROOF LINE WEB CONNECTION) I� ,, STUB USE(2) 1/2•: 2' I A325 BOLTS H0603/ @ g PURUN • 1 CUP MK CXCI IC NUTS H0300(CUP TO_1 7 2• I CORN.PLATE .• WEB CONNECTION) .1—. GIRT CLP ICC.GXCI II g t 7 8 pl 1 1 2' 3 I I C a 1 • I GIRT CONNECTION AT SKEW 3 GIRT CONNECTION AT SKEW 4 Woo r- ' LEFT HAND DETAIL SHOWN.RIGHT HAND OPPOSITE O (V NOTE:USE(4)1/2•:1 I/4'A307 BOLTS 143500/NUTS04W D5 600/4UTS HNOTE USE(2)1/2•: 1 I/4•A307 BOLTS HD5 0500/NUTS H0400 ..- N Q'18 ill REFERENCE WASHER DEAL FOR TYPICAL WASHER REOUIREYENTS REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS I 1 3/8• I . =M N OO 3 if)CO r (8)S/BAF X 2 1/4" GIRT CUP NIL GXC112 3/4• I M 0 c,,,.,..._ In�, w BOLTS (MK.H0610) 3 y s• Y a M N„cc0o O x g I l NUTS (MK.H0310) ; ' 1111111111 CEE GIRT N I I .3'5 _ �ZLLi - v Z ZEE GIRT -{ A - O x¢Z X l �� , O¢ -;4 o o mN=Li o FRAME EL COLUMN I L ` d 0 0 STEEL r \ 'UNE BYPASSiii 'GIRT \ HAGO1 W/ (2)H1020 CEE GIRT 0 o HIGH SIDEWALL PARAPET STRUCTURAL 6 o a Tn INTERMEDIATE FRAMES WITH BYPASS GIRTS D5 GIRT CONNECTION AT SKEW 7 Q REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS LEFT HAND DETAIL SHOWN,RIGHT LO OPPOSITE D5 rJ UN NOTE USE(8)I/2•x 1 I/4•A307 BOLTS COHMRS H0400 OSe REFERENCE WASHER DEUR FORTYPICAL WASHER REQUIREMENTS > J I Eiow JOB NUYBOt S12J0644A \111111t11//,� SHEET 140: \\ �/ D, !y0 ��, D5 of 17 • =7141 � _ ��� - �l w_ �/pY 0 • Al � : 2, - S'` 4ORIOP C�`� / NAL t\\\\ BY NUCOR MAIM TaIDAS.A Corey b. I)�b\\ms P.E. 1x WoMISC.OF POEM »E K 200 Whetstone Road Swansea, S.C.29160 .f1NDYLD IM I,t” aest°R�"NG5 S SICUS N+C O PCC SEINE AS _ Florida P.E.No. 56425 "EM,e B.. acs h SECTION A—A SECTION A—A e o y x VARTIC STRUCTURAL \ FASCIA STRUCTURAL `� '� J)- VERTICAL MK. • .VERTICAL MK. SAG CABLE Ali �- SAG GABLE I s.. 'I GEE GIRT I I CEE GIRT (8) 5/8'0 z 2 1/4'A325 FASCIA STRUCTURAL FASCIA STRUCTURAL tl C a. BOLTS (MK. H0610) & VERTICAL VERTICAL 73 NUTS (MK. H0310) o f SECTION A-A I SECTION A-A g TOP SHOWN BOTTOM SIM. TOP SHOWN BOTTOM SIM. c (4) 1/210 z 2'A325 BOLTS(MK. 0 R00 — -- H0603) & NUTS (MK. H0300) I (4)03)2 NUTS A325 BOLTS(MK. �. O CN ENDWALL RAFTER ROOF (MK. H0300) WOO.— FRAME COLUMN 0 CD N c~nCT) I N se ; M rN CO i �c Y In In IF o S IIl— 1 R II . . ¢_C(8) 5/eY z 2 1/4•A325 M cD LL 00 O� 11 BOLTS(MK. H0610) & .■111�11 NUTS (MK. H0310) ,■Y——�I — � I 3 O X 0¢ T ` m(nE I ` a tZ FASCIA STRUCTURAL 'o ? I i 8E cc HORIZONTAL MK. MX8013 I iqqq. FASCIA I= t TURAL 1SPACER MSK.1.003012 I U I 1 CENTERLINE OF 4 8• GIRT OFFSET FASCIA PROJECTION 1111 COLUMN • FASCIA PROJECTION FASCIA BUILDING FOIA •BUILDING STEEL UNE STEEL UNE STEEL UNE STEEL UNE xW SIDEWALL FASCIA STRUCTURAL 6 SIDEWALL FASCIA STRUCTURALCL 6 POST AND BM ENOWALL p6 Q INTERMEDIATE FRAMES WITH BYPASS GIRTS 8 . U --�� FA REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUIREMENTS W g e 87 i w Zg ES JOB NUI.E0b S12J0644A ‘11i111►/// SHEET No- �OQ`� .•A///� D6 of 17 .. )41" ,.� . /fes^ � l•. S T OF 2� eOA'., ////S�O.••.._.._..ulilw:4��\\ ria Stx aorta owl'so TIC IACCIDALS=MD AND SUPPLED OR CORPORADM Corey D. Norris,P.E. M N°"'E"E" >A. 200 Whetstone Road �_"`"`MOJAme MUST= PROR3SCHAt WKS.05( a NUCOR Swansea, S.C.29160 • _ �.SONl AS Florida P.E.No. 56425E .��"'00 C CW MC I ERECTOR GIRT CUPS ARE FACTORY PUNCHED TO BE USED WITH k C 7/8• HILLSIDE WASHER MK. H0930 MULTIPLE GIRT DEPTHS. REFER TO THE STANDARD BOLT 3\h 12"CEE CHANNEL T/2 0 FLAT WASHER MK. 110200 NOTE PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT. _ I t/2•A307 NUT MK. H0400 TOP CEE ORT — USE (2) 1/2" x 2'A325 WEB OF WEB OF BOLTS H0603/NUTS 110300 a 6 FASCIA VERTICAL FASCIA VERTICAL �_ FII CIRE (CUP TO WEB CONNECDON) CUp yK,(y,pCIRT CUP YK.G%COOL I _y ((7103 AT i2'GIRLS), CABLE ASSEMBLYYKGCC01/4 f-MK.CAC_ t. oT FASCA SIRUCRNL8"CEE CHANNEL FlEJ.D SLOT FASCIA GIRTS TO ALLOW FOR41/4• 41/4�B '� CABLE BRACEI �3�� I' :• t VUSE(2)I/2'x 2' — - - —I—— ,A0603/ - �(CUPi I TO WEB CONNECTION) z GIRT ANGLE MK.YAG01 I T i c i I 1/2• FIAT WASHER MK. 60200 I (EAC(2)B1020 FASTS) x WEB OF 1/2 •0307 NUT MK. H0400 FCC01 —n INIERYmN7E � ��� ;*„:I (EACH SIDE OF COLUMN) «4f. t 1 I BOTTOM CEE 11— ZEE CM I iii► i INC CUP .T'CL;O1 " �, __ - I 6 1/2' h r j - 6 GIRT ANGLE MK.INGOT - COLUMN) ((EACH E OF IIMINLINIMIL SEC. A—A o SIM_UNE eENrEaLx�E GF coL� ., FASCIA CORNER TOP & BOTTOM 1 ci o EQUAL DISTANCE EQUAL DISTANCE o FASCN STEEL UNE o CC o CORNER FLUSH GIRT DETAIL 4 00 4– X • E o INTERMEDIATE GIRT DETAIL z co C EV 0 LUT 114N0 DETAIL SHOWN,MGM 14µD OPPOSITE D7 = SAG CABLE DETAIL $ LEFT HHA1A DETAIL SHOWN.MGHT HAND CPPOSTE D7 o cV NOTE:USE(4) 1/2'x 1 T/4'A307 BOLTS H0500/NUTS 110400 = NOTE USE(4)1/2'% I 1/4'A307 BOLTS H0500/NU,S 60400 U.N.O. NOTE:USE(4)1/2'x 1 i/4-A307 BOLTS 60500/NUTS H0100 N Cf1 CV REFERENCE WASHER DETAIL FOR TYPIGL WASHER REOURDIEHTS AT BAYS S 20.-0' REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS REFERENCE WASHER OVAL FOR TYPICAL WASHER REOUIREMENTS » =CV co I •4COrtERUHE OF COLUMN 1 :IN 3 Ln co Ln EO. 4tY6t 61Yf1 '.P :; N ,O•,�Fyp�y 2 ,fir (ir-) (•/-) " Q et o ��i16.3:/!6'H.O� (MA%. LOTH) ._ o. iCEWTELUNE OF SNB • Q M N__rig Og 2O EQ. CDUAa ., + . . 1 4 1 4 1 we BARINGLJ�CO ' d o(n �-�' 6 x 3/8'S110P WELDED MEM= SHOP WELDED PUTS STIFFENER(STEER)TMP. I ,. h/-) U = O ZQ Ili (MAX. LENGTH) GIRT MOREL NNE . , SPANDREL BEAM i=; ] O X O Qx SECTION 'A' F q ' PARAPET STUB 2. L°m r co(n Q=..L` • L = /� 1 a ....4111110 I I I'I I I BEAM I I I I I I 1[1—m— ....1„ '1j\,, ,,, 1 1 1 1 '11 ..! . \,a� 2 1/4' 1 ' / H „ —_IGIRT(SHOWN) I 4h\,1• JAMB (SIMILAR) / 2 1/4' • ROD OR CABLE BRACING. xmp SEE STRUCTURAL ELEVATONS :f31,1_ W FOR SIZE AND LOCATIONS • g WALL SYSTFJI BY OTNE1t5 h J o GUIDELINES FOR FIELD SLOTTING SECONDARY SPANDREL BEAM CONNECTION 6 SPANDREL BEAM CONNECTION 7 sf 8 4 (, WEBS AT INSET OR FLUSH CONDITION pyE(4),n •A;`2 TS NO NUTS D7 USE(4 1/2 ;; A325 BOLTSµp NUTS D7 w k J e REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REOUREYDRS n�/ RETERENCE ERECTOR NOTE FOR 7YPNiLL WASHER REOUREMENR _ Q • • Ugg E Q m c7 n SU • JOB NUMBER S12J0644A SHEET NO: \\\���tpl i �o��/ D7 of 17 �•� /'\,\ F 1.• )--p, 1., • .•26 N*�_ ,` r'7 �• �� , TA E OF � � FP `•C9. istc0RIO . � P6sFNP1J11/Mp4',0,14 I:1 MUM CORP:N.0N Cor itc'( ; "' P.E. 6 : , • 200 Whetstone Road ""�`"°"C1"'"m 9lR E TIS101S M xtMICAm SUL PLAPKNI IL ROTE ORAMINGS Swansea,S.C.29160 Florida P.E.No. 56425 CA.O — --- - --- -. . NOT RI CONS M TG AS ERECTOR NOTE: (2)X. A325 BOLTS HAVE BEEN PROVIDED AS 1 FRAME COLUMN 3 n (AVE UNE ERECTION BOLTS FOR PORTAL CUP MK. PFC01 - COLUMN ATTACHMENT TO MAIN FRAME. IF DESIRED. THESE PORTAL COLUMN o A BOLTS MAY BE REMOVED AFTER o WELD HAS BEEN PUT IN PLACE. I 7 6 W DISREGARD NOTE A IF BOLTS �7, ARE LEFT IN PLACE. FLANGE %A s 1/V1111 (i) 1/2" •X 2' BRACE �_ • ' • NOTE k 6"TOTAL WELD A325 BOLT(H0603) ' FBC46 i -0- . LENGTH REQUIRED.HORIZONTAL WELD TO I _ I I NUT (H0300)AT j 3 6 1'-11 3/4• • ENDO MAY BE ORE THAN 1 3/4' 4 1/2' EACH ENO I STIFFENER OR i 4► r 1'IN LENGTH BASED ON FIANCE BRACE J� FRAME COLUMN FLANGE I I F" SEE NOTE A �� i WIDTH. 1/4' Rai •f (6)1 1/4'•A325 PORTAL RAFTERI .. 1 BOLTS H066034o •N I, All Q I i NUTS H0340 _ ���"(� o= 1i -- Y N N �. W I_I = MINIMUMNOTE,• 1 4'. TYPICAL FLANGE BRACE CONNECTION 4 0 • �� SEE A q l AT FRAME COLUMN AND PORTAL COLUMN D8 W o 0 o FRAME/PORTAL COLUMN ATTACHMENT 3 8 o co—EN I. o ,y USE(03/e x 3'Any WETS(H0633).HUTS 0 20)• 08 $ REFER TO CROSS SECTIONS & ELEVATIONS FOR PART NUMBERS) C1— r)Cn I N g ` AND(4)3/4 WAS3 (T O)Ar SLOTS Hyl ( v, 'n CV 200 . = 3 Lf)L.0 N. O(n�� FRAME COLUMN FRAME COLUMN N co MCO, PORTAL COLUMN PORTAL COLUMN d O N`J� II #......- ~ II , o ' Q <10 FINISHED FLOOR • • . m N d V- 6 1/4" 2'_1• 14'-g 1/2" 2-1• 6 1/4' •(COLUMN • (BAR) T(COLUMN DEPTH) DEPTH) 20'-0' (CENTER OF FRAME TO CENTER OF FRAME) X W J 0- M FULL HEIGHT PORTAL FRAME DETAIL 6 0 t SEE PLANS AND/OR ELEVATORS FOR MARK NUMBERS D8 j ie > o s Sow a Ez 40e MAW: S12J0644A 011111//// SHEET NO: ��OQ�C O4 ��4 D8 of 17 N• e ,.b G E .� *moi L. •,::-25 �� LUZ- ::,9•, STA E OF =.:.** �.! ,- , , <V\,FLORIOP: s-`�. .,S NATEAKS DESCNED AND SUPPLED CPAS,ON CC won COPPONATION Corey D. MOMS,P.E. .. '""•'• •60 1r •—T°""».a , 200 Whetstone Road E .AWE Tuns minus. DC KGS1[AEC DRANINCS Swansea, S.C.29160 SYSTENS MO a DuLCPC MIK AS Flnrida P F Nn 56495 ."..:`.':°`al.,