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HomeMy WebLinkAboutPLANSI Fa.FNAME: 14979 Gt % (P--Ovz?� M E M B E R MBMA METAL BUILDING MANUFACTURERS ASSOCIATION ACCREDITED' Metal Building Systems AC472 ROOF SHEETING' /CLADDING FLPRODUCTAPPR.# SEAMT'PE O Bigbee Rib ll 026ga 1324ga FL7413.2 FL7413.3 Bigbee Ribll PBR g26ga 1324ga FL74132 FL7413.3 Sigbe¢Lok-324 9 24ga 022ga FL7413.4 O TdpleLok ldGuadl-ok ❑ See Layout 0 BigbeeVR 024ga O 22ga FL7413.3 O TdpeLok O DuadLak O Sea Layout O Other. WALLSHEETING/CLADOING FL PRODUCTAPPR.# Bgbee Rib ll 2figa 1324ga 'FL741Z2 FL74IZ1 OBgbea Ribll PBR 026ga 024ga FL74122 FL74121 O Bigbee RIb 11 RR 0 269a 024ga O Omer MOMENT FRAME A325 BOLT INSTALLATION" snug Tight 0 Pretension (Tumaf-Nut Method) See Drawing D-n Note 1.5 DWG# NAME BUILDING SECTIONS CL-2 BUILDING SECTIONS AB-1 ANCHOR BOLT PLAN AB-2 REACTIONS 'Digital versions of an Bigbee Panel Profiles, Product Application Guides (mcludmg Technical Data), InsUaation 8 Beacom. Guides am located an ourwebsye at www.bgae.com/pmducts.Min BIGBEE STEEL BUILDINGS, INC. P.O. BOX 2314 MUSCLE SHOALS, ALABAMA 35662 PHONE: (256) 383-7322 or (800) 633-3378 FAX: (256) 381-9669 JOB NUMBER: 14979 ❑ PRELIMINARY DRAWINGS (DO NOT USE FOR CONSTRUCTION) ❑ DRAWINGS FOR APPROVAL - DATED: mm/dd/ww Drawings aref&APPROVAL PURPOSES ONLY. After completing the section below, please mtumane(1)WL This Pmjectwdl NOT be saleduled fordelivery until an Approved setof drawings are reWmed ro Bigbee Steel Buildings, Inc Cl No Gccepins Taken O Make ConecdmsNoled 0 Revise end Resubmit O Nol Accepted See Comments Review is only formnrwmanca with the design conceplof the Pmject and compliance with the information given In the Contract do timents. Reviewed By: Date: STRUCTURAL DRAWINGS Drawings mPmsentthe primary sbuc and framing being used on this project and depict the finaldesign. A final set of construction drawings wig be supplied prior to and/orwilh delivery of the metal building, shaving frame cross sections, pace marks and construction details. ❑ FINAL CONSTRUCTION DRAWINGS. DrawingsemfOfmOin MermMasconsW mdo ents. CUSTOMER NAME: FULCRUM CONSTRUCTION SCANNED CUSTOMER LOCATION: DAPHNE AL BY PROJECT NAME: DOLLAR GENERAL St. Lucie County PROJECT LOCATION: PORT SAINT LUCIE FL PROJECT DESCRIPTION: 9100 A R l q�• oy�2 DWG# NAME REVIEWED FOR D-0 GENERAL NOTES SCANNED CODE COMPLIANCE DS-1 DESIGN SUMMARY + BY ST. LUCIE COUNTY DS-2 DESIGN SUMMARY St. Lucie County DS-3 DESIGN SUMMARY BOCC DS-4 DESIGN SUMMARY CERTIFICATION No 68051 STATE or NEMONS na twla to I430Yf01 1 8-2-18 1 CME JADIOD END ZONE PUF LINS This is to Certify that the metal building system components furnished by Bigbee Steel Buadmgs,11M am designed to comply with Ole following design ante a: Governing BWWrIg Code: Florida Building Code, find Edition. (IBC 2015) Roof LIM Load: Metal Building Dead Lead 20 psf From Live Load Bldg Materials Collateral Load Reduced per Building Code 3 Pelf Risk Category: 11 W nd Design Criteria: Ultimate Wind Speed li a Peak Gust) V„n: 158 mph Wind Exposure: C Nominal Wmtl Speed (3sec Peak Gus)Vya 122 mph (V, 4(o.6)) Internal Pressure CoeHident, GCPL 10.18 (End" The bu0ding is designed in Accordance with Me latest appGnbbe edNcas ofAISC Sao SoedOea6on for Structural Steel BuWngs AISI 5700 Standard Noah American Sped6arbon for the Design &CoM F mmd Steel Slnucb-W Membe AWS 01.1 St mI WemmQ CodOShd and Me AWS D1.3 Structurel Welding Coda -Sheet Steel. This cerrdiation is limited to the design of the structural framing and cladding camp Shoals, Alabama. This adifialkin Specifically excludes necessary items and gorse enacted on a propeM designed faundation and in accordance with the metal bunding overall pmjecf. Bindings, Ina facility In Muscle Wdngs, Inc The braking should be 0)..1--lffll _ llir \- )fdAfF.- 3YORpS Ea;a�E r SECTION (a) HIGHSIDE PARAPET LS01E •,� 6bBEER9�0 . T1A6 PMV3lPPAp fert..PEPe nnovoEruems R0.'i LRiEATR/.TREVFRSETf PN41. rQE:tuea.EomvcJ)vs ��:.un sEmbwr y$ES VA.3V SECTION eXe SECTION (a) ENDWALL PARAPET. W/STOREFRONT SECTION (a) ENDWALL PARAPET. Tlis Jm.'eg 2Jv14 Pe -a SYd l yo Ptr- a�erser m;Ym. ana venue era u:�aemus bans sEWim.Ib S8bbtlaiytiv Aged swpebr 8ig0ee SbM wLuea, be k RepumLY, aM b Imidew amnYMbn byebJntlCM lm btredMe. COM1LIVIeIIekmnh (b Men (OVNb tlb metal edJre shv8ae) ae t b m mesla.eJ a )wR=eY�m Em.bann � a Ilene �. SW eR9neMe d T mM 6 imvlfion�dlv�Ygnpae Y% Tle JmiT d_m <lene.b afhl b mebl Wl6 j amble b/ cNes J®M bl utl tlb mpbehe eml h" Bb S trwSg eaep wenrMeanue eKglsYmvrm�h aJea'vr. abdeaqn a Jn PMsbal m.cavi a sui. aeme�u b tlb meta Wl6ng mmnrz b h eRva eitl Ja4 M aB caber tlia agem'ag veal YWiv9 JeppaJ b ekjE B Bu3ft I= dm-t kbEaeNa9 .prW6.eartJWeyva c..;av Troan.t a a e mr,se.ee emMea men be wntrarlel [y e mmlelanalw m6i �wief 6 u+MM-'be aM tl4 eA bol d.�Y coea �eR�immva ae ma. b wmaltr, Jena atl w'vrbc sNm b B4eee BStl 8 iS�gs. nc M1aeinpa MIS CdY Bn a¢Ynelv.vpnsk aN Dare M E em) SiLptled b enY tY�Le � mJef- E* f No 66051 STATE OF AC472 Y E R E R �v 1eI�! BUILDING SECTIONS Pm.Cftmt CONSTRUCTION nerHNE.mas. Ar. noises GENERAL IE PORT senrr torte,. n 14979 °®m ® e.... m N•:.s. CL1 GUTTFRT 55fa1' LStt �.• 7W-0 DID SWEL SECTION Q LOW SIDEWALL SECTION (a) ENDWALL W/ FULL LINER SII f IC BG f Y'LLG r+" 1P°I / ralLc alnt ¢tea mi a• wuAmN a noeri T1IIlS GABLE TRIM P STARTING IR 91M1 i� t1M[iT WITH VAI 1 PANEL PANE NTI[ m�iun hMt N I�vn-N TrM !H . 7VW SII f C BG MN A' TM SiII.W! cfYrtD.L6) ��y� ltAwm TImL �Tw b fOOI M1ud TDi0M -M .. Tlml to -a nmumH lm. vvx � n♦mr i99llm MTC �m mp v Slw ¢ Slfimis Nma uw lNO. www MuvB slelb W.1 6 to taros !BCLCfImI 5l9LTWIL P191M2 RAKE TO VALL TRANSITT12N WITH HIGH CLIPS Sw illefWeLLer G41e is 4w . Y-0• GG O01AT011Q! �, � QiA1M1 Y ssn m LIB® EAVE WITH GUTTER ETES 6 VA PANEL Md "M M ➢1111 weeLvu fr= w yN w • Ge I: I.\. cm Y SII heiwreii IrvpM4n fY} aMp Seemrt - `MIX-1P MlE ®-YO .Set Lv41Ntln fYl im �' � nmaAmll a TLOapL flID2 Im awx m! awBrt END LAP DETAIL Tlis a�a•*9 reMcb ad.d�Y skd bYVA dare eeLLbeleratias. endsmd'ep . a Oda$Mtli$ anteva. Na PmPow$ h,.Te mjed gOae scups far vfidr BSW Lc$ respprsffi, ana. m tr4vm m uldaabMigol psrwN[40f1 elemen$ b ba aaaea b/of�en. C01n411dal ek 169 tlepkba lean (Eeyad tllp nleml Eugaig ctrumie) we M b m memea as mpreseW ala aegl d tlese dmwN. Sue apgnwmW d.iaesYJl mi¢t m Seaiea ban dmr eaeign gvfaa'v W a. 'ma aa:'vl d ear reLemaea amea m at crew. budaig atruc6ie M a!W exec pd fn um agneaYg s elfW m M$ amel, erred m .m=rcavyauma n pre Dmign samlwyamilgs.ln eaauert ma assign W Ue plryc'ral wmredvr ocan elemer@ m the mew WMeg sYu:ane $ b/cflen Yrla awe M fal mda Va 9�9naaY9 heal NQ l V aep[ it Bigt stet BU M hlc amaaya $ m m ulelersmp0 � pmroaig ewJleWw .caNc�. Im ae1V VJi a a reg$mma apl:led mu:l ca wntracba M Im ewer b Yaum M mnadrersiw was leave $ wmddna err nw M ao Igal miaeg Dees rwutrpmaRs w md. In PatiM"v, mas anE Wida/9 clwn n Bgbea Std BUYigy IIIC ERV1Bs Idttl ON)' Ue WStrre(6 rwYesb NIC mw+IX man armjoclea b ar/ mgmla was royie W. No 68051 STATE OF S F.M. O\.// ACCREDiiW ACM BUILDING SECTIONS pa9 Y FULCRUM DAPM AL LTlox Imo' DOLLAR GENERAL PORT SAINT LRCM FL 1i�9M9 ' 14979 dt N.T.B. CLZ aY[ 1-SD-lO . 4 Q Q Q 4 . 130'-0' O/0 Cm1CRETE o- l•-D' b C A A A A lW SIDE ' I I I I I I I I I F E I I I I I I 1 I I I I e I i I I I a a b I• I 6 SMAO I• /I� 4' [Td 1AB I F I I I 1 I J 1 I I I I F D B B B B Y 1•-a a•-r z6'-a• 26'-p' 26'-Y a•-e• +' b b b b b b CAUTION: REFER TO INDIVIDUAL BASE PLATE DETAILS. ANCHOR BOLT SETTING PATTERNS ARE NOT IDENTICAL AT EVERY COLUMN. CARE MUST BE EXERCISED TO INSURE BOLTS ARE PROPERLY SET AT EACH COLUMN LOCATION TO INSURE THAT THE BUL DING VALL ERECT PROPERLY. ANCHOR BOLTS II/+• W r r2 I w AR , bogs ate Y4'vAlec rohM otxee w. Prolectlmw shown In basep dMft Eo rot..nt for grout tb(cbness¢. R M 6 EOfJSIE r +• ♦. ♦ i i r R nP * i r 2, +' r N Te ♦ i . OIIT 6 RORIE R .{I /� ♦ ♦ r +• r m i r l' '��• o- _ ♦ ♦ 47 � � ♦ ♦ . i R RR tfE I b r +• m AANCHOR ANOIOR ROD D)AMEIBI �• R L/ ANCl10RROODIAN �' ANCHOR 0.0p DIANETER �' D ANCHOR ROp pLIN �• ANCHOR ROO DNM y' ANCHOR ROD OWIEIEII i V ANOIOR ROD DIAf4bTHl jo ROD N 0)EGGON 2 ANO OR ROD P O ECTION r ANCHOR ROD PROJECTION r ANCHOR ROD PROJECTION r ANCHOR ROD PRO ECRON r ANCHOR ROD PROJECTION 2' ANCHOR R00 R O EC ON 2• BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE DETAIL IIdHM11 55662 t f.YRY1m�P9 'NoviA EL ; "f�ie F� No 68051 t �� *• �;• STATE O: ACCREDITED AC472 tt E Y B E R PLO ANCHOR PLAN ostvo FULCRUM CONSTRUCTION DAPHNE AL rtmat DOLLAR GENERAL PORT SAINT' LUCIE FL I+ M` 14979 m. w SP rvso ABA ENDWALL ,COLUMN: .BASIC COLUMN REACTIONS (k) Wind Wind. Wind Wind Wind Wind Wind . Wind Sets. Fnm Cot . Dead . Collat Live Left1 Rightl Left2 . Right2 Press Suct Longl Long2 . Left Line Line Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert Vert 1 A 0.5 0.3 2.1 -5.9 -3.3 -4.0 --1.4 0.0 0.0 -5.9 -3.5 0.0 1 B 1.1 1.0 6.3 -18.1 -10.6 -12.3 -4.8 -6.2 6.9. -1&1 -10.6 0.0 1 C 1.1 1.0 6.3 -1&2 -10.5 -12-4 -4.7 -6.6 7.3, -1&1 -10.6 0.0 1 D 0.5 0.3 2.1 -5.9 -3.7 -4.1 -1.9 0.0 0.0 -6.0 -3.5 0.0 Sets Frtn Col Right E1PAT-LL_1- E1PAT-LL-2- E1 PAT-LL-3- E1PAT11L4- Line Line Vert Horz Vert Horz Vert Horz Vert Horz Vert .1 A 0.0 0.0 2.0 0.0 -0.3 0.0 2.5 0.0 -0.4 1 B 0.0 0.0 6.7 0.0 3.1 0.0 2.8 0.0 3.5 1 C 0.0 0.0 3.1 0.0 6.7 0.0, 2.8 0.0 3.5 ' 1 D 0.0 0.0 -0.3 0.0 2.0 0.0 '2.5 0.0 -0.4 ' Wind Wind Wind Wind Fm Col Dead Collat ---Live--- Leftl Rightt Left2 Right2 Wind -Press Wind-Suct Line Line Vert Vert -Horz Vert Vert Vert .. Vert Vert .Horz.,. Vert. Horz Vert 6 D 0.5 0.3 0.0 2.1 -3.7 -5.9 -1.9 -4.0 0.5 0.0 -0.4 0.0 6 C 1.4 1.0 -0.3 7.9 -10.3 -18.2 -4.5 -12.4 -2.0 1.4 4.9 -6.6 6 B 1.5 1.0 -0.3 7.9 -10.6 -1&1 -4.8 -12.4 0.0 1.4 3.3 -6.6 6 A 0.5 0.3 0.0 2.1 -3.5 -5.9 -1.6 -4.0 1.7 0.0 -1.2 0.0 Wind Wind Sets Sets Frm Col Longl Long2 Left Right E2PATIL-11- E2PATJ1-2- E2PAT1.L3- E2PATJ.L-4- Line Line Vert Vert Vert Vert Hors Vert Horz Vert Horz Vert Horz Vert 6 D -6.0 -3.5 0.0 0.0 0.0 2.0 0.0 -0.3 0.0 2.5 0.0 -0.4 6 C -18.1 -10.6 0.0 0.0 0.0 6.7, 0.0 3.1 0.0 2.8 0.0 3.5 6 B -18.1 -10.6 0.0 0.0 0.0 3.1 0.0 6.7 0.0 2.8 0.0 3.5 6 A -5.9 -3.5 0.0 0.0 0.0 -0.3 0.0 2.0 0.0 2.5 0.0 -0.4 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES _ Column-Reactions(k ) Frm Cot Load Hmax V Load Hmtn V Bolt(inT Base-Plate(inT Grout Line Line Id H Vmax Id H Vmin Oty is Wdth Length Thick (in) 1 A 5 0.0 -3.3 8 0.0 -3.3 4 0.750 8.000 8.000 0.375 0.0 10 0.0 3.3 1 8 11 4.1 -10.2 12 -3.7 -10.2 4 0.750 8.000 8.000 0.375 0.0 13 0.0 8.9 11 4.1 -10.2 1 C 14 4.4 -10.2 12 -4.0 -10.2 4 0.750 8.000 8.000 0.375 0.0 15 0.0 8.9 14 4.4 -10.2 1 D 8 0.0 -3.3 8 0.0 -3.3 4 0.750 8.OGO 8.000 0.375 0.0 10 0.0 3.4 6 D 12 0.3 -3.3 11 -0.2 -3.3 4 0.750 8.000 &ODO 0.375 0.0 16 0.0 3.4 12 0.3 -3.3 6 C 17 2.9 -14.0 18 -1.2 -8.6 4 0.750 8.000 8.250 0.375 0.0 1 -0.3 10.4 17 2.9 -14.0 6 B 17 2.0 -13.9 1 -0.3 10.4 4 0.750 8.000 8.000 0.375 0.0 1 -0.3 10.4 17 2.0 -13.9 6 A 12 1.0 -3.3 11 -0.7 -3.3 4 0.750 8.000 &ODO 0.375 0.0 16 0.0 3.3 12 1.0 -3.3 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) - 70.0 Eave Hight (ft) = 14.0/ 16.2 Roof Slope rise/12) = 0.4 Dead Load psf ) = 2.0 Collateral Load sf = 3.0 Roof Live Load yysf = 20.0 Frame Live Load(psf = 12.0 Wind Speed (mph) = 15&0 Wind Code = FBC 17 (IBC 15) Exposure = C Closed/Open = C Importance Wind = 1.DO Importance Seismic = 1.DO Seismic Zone = A Seismic Coeff (Fo*Ss) = 0.09 ID Description 1 Dead+Collateral+Live 2 Dead+Collateral+0.75Live+0.45Wind-Leftl 3 Dead+Collaterol+0.75Uve+0.45Vind-Rightl 4 Dead+Collateral+0.75Ltve+0.45Wind-Long2R 5 0.6Deod+0.6Windleftl 6 0.6Decd+0.6Wind1eft2 7 0.6Dead+0.6Wmd_Right2 8 O:6Dead+0.6Wind1ong1L 9 0.6Deod+0.6Wmdlon 2L 10 Dead+Collateral+E1PATJ1-3 11 0.6Dead+0.6Wmd-Suction+0.6Wind_Lmgl L 12 0.6Dead+0.6Wind-Pressure+0.6Wind-LonglL 13 Dead+C011ateral+E1PATJLI 14 0.6Dead+0.6WindJ..eftl+0.6Wind_iuctim , 15 Dead+Collateral+E1PATJ1_2 16 Dead+Collateral+E2PAT11L3 17 0.6Dead+0.6Wind-Rightl+0.6Vnd-Suction 18 Dead+0.6Wind-Pressure+0.6Wind-LmglL , LINES: LINE RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column-ieactions(k ) Frrn Col Load Hmax V Load lHimin V Bolt( in)) Base -Plate to) Grout Line Line Id H Vmox Id H Vmin city bia Width Length Thick (in) 2• A 3 .5.7 3.6 6 -7.6 -7.8 4 0.750 8.ODO 11.75 0.500 0.0 1 2.1 10.7 9 0.2 -19.3 2* D 7 9.1 -3.9 2 -4.9 1.7 4 0.750 &GOO 12.DD 0.5DO 0.0 4 -1.4 4.7 9 0.2 -10.6 2* C 5 0.0 -26.9 5 0.0 -26.9 4 0.750 10.00 10.00 0.500 -4.0 1 0.0 23.3 _ 20 Frame lines 2 3 4 5 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column -----Dead-- -Collateral- ----- Ltve- ----- Wind_Leftl- -Wind_ttghtl- --Windleft2- Line Line Horiz Vert Hartz Vert Hartz Vert Hortz Vert Hartz Vert Hartz Vert 2• A 0.3 1.9 0.3 1.7 1.5 7.1 -12.5 -24.3 8.8 -11.6 -13.0 -14.8 2• D -0.3 0.8 -0.3 0.4 -1.5 1.0 -7.1 -0.4 15.0 -9.8 -6.6 2.2 2- C 0.0 3.6 0.0 3.4 0.0 16.3 0.0 -48.5 0.0 -24.7 0.0 -30.2 Frame Line Column Line -Wind-Right2- --Wind�ongl- --Wind--Seismicleft Seismic -Right -Seismic -Long Hartz Vert Hartz Vert Hartz Vert Hartz Vert Horiz Vert Horiz Vert 2• A 8.3 -2.2 -0.1 -34.1 -0.1 -34.1 -0.2 -0.1 0.2 0.1 0.0 -0.3 2• D 15.5 -7.3 0.7 -18.5 0.7 -1&5 -0.3 0.2 0.3 -0.2 0.0 -0.4 2• C 0.0 -6.5 0.0 -44.4 0.0 -44.4 0.0 -0.1 0.0 0.1 0.0 0.0 Frame Column F1PAT11-1- F1PAT-LL-2- Line Line Hartz Vert Horiz Vert 2* A 1.2 6.7 0.1 -0.1 2• D -1.2 -1.9 -0.1 3.4 2• C 0.0 10.1 0.0 3.5 2* Frame Imes 2 3 4 5 3UILDING BRACING REACTIONS f Reactions(k ) Panel Shear -Wall - Cot -Wind ----Seismic- (Ib%ft) _oc Line Line Horz Vert Horz Vert Wind Sets Note 97 7 -SSW D 2,3 11.6 6.2 0.4 0.2 4,5 11.6 6.2 0.4 0.2 2J3y 6 (1) 3-SW A 5,4 12.7 5.7 0.3 0.2 3,2 12.7 5.7 0.3 0.2 i)Bracing in roof to rigid frame V N,00�6880051 9:. STATE OF� Ydir1 ACCREDITED AC472 F?EACTI O N S .9r9 14979 w yq -vs. `,_.._.. AB-2 GENERAL NOTES 1.1 Fabrication shall be in accordance with Bgbee Steel Suidngs, Inc standard practices In compliance with the applicable sections relating to design requirements and allowable stresses of the latest edition of tme'AWS Structural Welding Codes -D1.1 and D1 S, _ 4ATER4L^s - AalY aE51G1UTION � YMMUY YIEt➢ Hit mYcl madapws Assz .fr.solar slneMal sG 1plb ALAtaltulole rr=ss 161 (bWb JIyM9%�naslk0a% Atoll tt fdW Hari9 fairs High RooIUMMNeek AMM75 N92 -N.s%xslaT FYvSp. ap.aCil HNgn .AA High cenglhbdb%'0b 1'a 25,1 FF SVeBMRaNbb Waawg(p4e'1O)0bdj'0) M25."1 Fr-.3lo6sNl5c1l ( Ar."aftSN S pi;xi ASOD.pB F-,QK51 LATEST ISSUE 1.3 PRIMER Framing members shall be divined and prepared in acmndaace with SSPCSP2 as a minimum, and prima coated with Bigbee Steel Buildings, Ino%standard! Red Odds color meeting SSPC No. 15. The shop coat of paid is Me Farm coal of the protective system. It is intended as protection for only a shod period of exposure in ordinary atmospheric conditions ad is considered a temporary and provisional coating, Bigbee Steel Buildings, Ina is ridnsparsable for any deterioration of the stop primer paint as a result of lapoper handling and for storage. Bigbee Steel Buildings, Inc. shall Trot be responsible forayfield applied paint and /orcoafings. (Section 6.5 AISC Code of Stallard Practice, lath Edition). 1A GALVANIZED OR SPECIAL COATINGS See Contract Documents. 1.5 A325 BOLT TIGHTENING REQUIREMENTS Snug T. condition is defined as the tightness that exists when all plies in a joint am in firm contact This maybe abased by a RAv impadz e m Dart wrench orthe full effort of a person using an adlnery spud vrtenctL HaNahed washers are not required except when bolts am installed in oversized orsbted holes. Tumaf-Nut Is Me method to be used fa connections requiring fug pre -tensioning. Thereshallfirslbeeneghbotsbroughtbasnogtightcor4dw to Insurethat the plies ofthejoint are in fineoonbel. Bollsshalltneribeplaced In remaining holes and the connection shall be tightened additiaalty bythe applicable amount of nit rotation specified below, wit htghtatng progressing systemaUmilybom tie most rigid part of MejoitW dsfree edges During tfs operation there sbeg be no rotation W the pat nottumed by the wmenda. A325 BOLTS SOLTSAZEE wwrNFS wndH wwOlm aPECIFimwxwAlN Tr3V5aHNPa DreaLOs) Ftm NIR ROTA 1@ 7/t' 12 ifi TARN 12 TURN 3W 11N' 28 7/B' 1 TN6' 39 1' Wr 51 1.6 CLOSURE STRIPS ARE FURNISHED FORAPPUrATION INSIDE-Underroof Panesataave. OUTSIDE - Under continuous ridge vat skids. NOTE: Conditions vary at hips. valleys, fascias, mosards and canopies referb Erection Drawings for closure applications. 1.7 ERECTION NOTE Ali bracing shopping and bridging sham and provided by Blow Steel Buildings, Inc for this balding is required and elan be Installed by the erector as a permanent pat of the structure unless noted otherwise on the erection drawing. If additional bracing Is required for stability doing erection, itshall be Me erector's responsibility to determine Me amoud of sudh bracing and to procure and install as needed. 1.8 UNLOADING AND ERECTION NOT BY BIGBEE STEEL BLDG., INC. Due to Bigbee Steel Buildings, Ines Insurance policy, Bigbee Steel Buildings, I. drivers MAY NOT ASSIST in the unloading of structure. 1.9 CORRECTIONS OF ERRORS AND REPAIRS IMBMA6.10) Cllstor connection ofareged misfit will be disallowed unless Bigbee Steel Buildings, Ina has received prior notice thereof and allowed reason-" inspection of such misfits. The correction of minor mils by the use of drift pins to drawthe arnponrens Ito Ile. shimming, moderate a mou es of reanvng, chipping and cutting, and the replacemed of tumor shortages of material are a normal part of erection and am not subject to claim No pat of the building may be returned for alleged misfits wil out the prior approval of Bgbee Steel Buildi g%Ina. BUYER END USE CUSTOMER RESPONSIBILITIES 21 It s the responsibility of the BUYER USE CUSTOMER to obtam appropriate approvals and secire necessary permits from City. County. State or Federal Agencies as required, and to advise / release Bigbee Steel Buildings, Ina b fabricate upon receiving sud, 22 Sights Steel Buildings, Ina standard specifications apply unless stipulated otherwise In the Contract Documents. Bigbee Steel Buildings, Ino%design. fabrication, quality criteria, standards, practice, Methods and Intenseness shall govern The work with any other Interpretations to the seminary notwithstanding. It is understood by both Parties teat the BUYER/ END USE CUSTOMER is responsible for clarification of indusions or exclusion fain the ardi tectrdl plans and /or spectfieatics. . 2.3 In ease of discrepancies between Bigbee Steel Buildings, Ina's sbuc4aai steal plans or other trades, Bigbee Steel Buildings, Inc%plans govern (Section 3 AISC Code of Standard Practices, lath Edition). 2.4 Approval of Bigbee Steel Buildings, Ina drawings and calculations indicates Met Bigbee Steel Buildings, Ina has correctly Interpreted and applied the Canoed - Documents The approval constitutes the contractor/owners acceptance of Bgbee Steel Buildings, Inc,'s design concepts, assumptions, and loading. (Section 4.4 AISC Code of standard practices 13M edition, and section 3.3.3 MBMA 2006 Metal Building systems Manual). 2.5 Once the BUYER END USE CUSTOMER has signed Bigbee Steel Buildings, Ina§ Approval Package and the project is released brtadiradon, dhangesshall be billed to the BUYER) END USE CUSTOMER Including material, engineering. and othercosts. An additional fee maybe charged irthe pm)ectmust benerved from the faMeation and shipping schedule. 26 The BUYER/END USE CUSTOMERisregansiblefor wexali project coordination. All inledace. compatibility, and design considerations concerning any materials not famished by eigbee Steel Buildings, Ina are b be considered and coordinated by the BUYER / END USE CUSTOMER Specific design criteria concerning this Interface between materials must be insisted before release for fabrication or Bigbee Steel Buildings, Inc%assumptions will govern (Section 4 and Commentary AISC Code of Standard Practice, lath Edition). 27 tisthemspo -iW&teBUYER/ENDUSECIISTOMERbm Mat Bigbee Steel Buildings, tna's plans iomplywilh applicable nyuiremats of ay goverrfng building authorities. The supplying ofsealed engineering elateand dravrings fert a metal building system does not'vnpyoroxs6hdean agreementihat Bigbee Steel Buildings, Inc. or its desgn engineers are acting as this engineer of record or design professional for a construction project These drawings are sealed only to calryllhe design of the structural components famished by Bigbee Steel Buildings, Ina 2.8 The BUYER / END USE CUSTOMER is responsible, for selling andior hols and erecdon of steel in accordance with Bigbee Steil Bwkfrngs tnc%-For ConsfmcUW drawing only. Tempomgsuppods andhas guys, braes, falsewodI ribbingorotherelemenlsrequimdforerecdonoperationshallbed em&Rdand famished and installed bytre erector. No items shouldbepunihaseeifmm a preliminary set of dmwings, inducing anctwbotli Use onytnal FOR CONSTRUCTION DRAWINGS' for this use. (Section 7AISCOode of Standad Practices, 13th Edition). 29 Bigbee Steel Buildings, Inc. Is responsible for the design of the anchor bars to permit the transfer of face between the base plate and anchor hots in dinar, hearing and tension, but not responsible tar the transfer ofandna bits finds I coats or the adequacy of the anchor bobs In distant to the concrete. Unless otherwise provided In the Oder DacomeMs, Bigbea Steel Buildings, Ina does rot design and is not responsible for the design, materiel, and coodmction of the foundation or foundation embodiments The BUYER END USE CUSTOMER should assure himself that adequate provisions are made in this foundation design for bads Imposed by delumn reactions of the buibirg. other imposed loads, and bearing capacity of the soil and other condNas of the building de. t Is mcommended-got the anchorage and foundation of the Walling be designed by a Registered Professional Engineer experienced In the design ofsuch structures (Section A3 MBMA 2006 Mehl Building Systems Mamsq, 2.10 Normal erection operations Include thecooectiosofnaiwmis%by moderate amounts of reamkg, chipping, welding or pdhng, and the drawing of elements Into fire through Me use of drift ring Ermm which wraot be oontcted by the foregoing moans or which require major changes in member configuration are b be reported immedstely b Sigbee Steel Buildings, Ina bythe B 4AaBP CUSTOMER to enable whoever is eitherb fgn�eg Me most effiuenl and economical method W dertcotion 7.12 AISC Coda of Standard Practices, 131h EdAon). ��_ .v.�.,w.- No 66051 POAK STATE OF , A1- EE 2.11 It is not permissible to cut, drill or aterine metal bugdirg components supplied by Bigbee Steel Buildings, Ina unless such works dwity specified in the contract dodemens orverified in w6Ung by Bigbee Steel Buildrgs, line Wheneversuch w CUSTOM STEEL BUILDINGS Is specified, the BUYER END USE CUSTOMER is responsible fortumishinti P.O. BOX 2314 complete information as to materials, size, location and numberof aterationo pr orb MUSCLE SHOALS: ALABAMA 35662 preparation ofshop drawings. (Section 7 AISC Code of Standard Practice, 13t1 PHONE129(5)aebT FA)e(2W)391A9s, Edition) NOTE TO ERECTOR _ 2.12 WARNING - THE ERECTION INT-0RMATION PRESENIEOONIHIS DETAIL In no Ma, should Aluminized Zinc steel panels be asset in conqunctioo with lead or SHEErISPROVIDEDASA BUIIDNGSUPPLEMENTTOTHE copper. Both lead and copper have harmful denosive effects on this Ahanaized Zinc - ERECTIONS DRAWINGS SUPPLIED WITH YOUR BIGIHE alloy coating when they are in contact with Aluminized Zino steel panels. Even run-off MEfALBUIMING. .. from copperfteshing, wiring or tubing onto Aluminized Zinc shouldbe avoided. .. ILLUSTRATIONSEE BOU)IN S, TYPICALFORMOST 213 SAFETY COMMITMENT STANDARD BIGDEE BIAIDiNGS, PLTHOUGH VARIADONS. Bights Steel Buildings, Ina has a commitment to manubeare quality berdig MAY OCCUR DUE TO SPECIFIC CUSTOMERREQIP1iEMFg1T5 components that can be mbsafety erected. However. the safely rnmniag%Inand f is site OR SUI=tUENT ENGINEERING Cl NGES c. practicestithe erector are beyond theconddtins beeand Steel accident ccide Wdiaddenpr's FORTF¢SEREASONS. ALWAYS REfEA TO THE BiECDON strongly recommended anyjo safe working cal,St to and sandacr9*andvedbn practices DRAWINGS SUPPUED WRH THE BUILDINGSmPMENT be the top should of always be forowocai, Help and workerarin BEFORE AIT NOTSHCiEEOR A GNPROCEAM ES.ITIS t employees should alwaysstmidmed to osit productive tmy of ereting a Male cedain or DETAILS MMMERENDTSHOWN CON1ACSTGBEESRG- Emergenc prodo cedures hind eknowriWal plyefeaeCiag abuJdilg. RECOMMENDED TttnFOR YOUFMT ERINFOTBIiTION- EEL - Emegenryproceduressheldtyproe ball employees BUILDINGS. INC. FORFURTHER INFORMATION. Daily meetings highlighting safety procedures ere rasa lwcrnunended.Tbe use of (WATTS: tAWS33337a)(WEB: www.bgbee.con) . hard hats. rubber sate shoes for mat work, proper equipment for handling material, and safety nets where applicable. are recommended. SAFETY BIGBEE STEEL BUILDINGS, INC IS COWITIED TO THE MANUFACTURE OF QUALITY BUCOMPONENTS THAT CAN BE GPFELY IBiGCIEp. HOW HOWEVHt, THE SAFELY COMMTR4ENT AND JOB SITE PRACTICES OF T HE ' ERECTOR ARE BEYOND THE CONTROL OF BIGBEE STEB_ SERVICEABILITY CONSIDERATIONS BUILDINGS, NO. SIGBEE STEEL, BUILDINGS, INC. INTENDS THAT THIS 3.1 Deflections a buildings and building mnponentsare pad afNe overall DETAIL SHEET BE INTERPRETm ANDADMrNISIQim serviceability crteria that must be carefullycoasidaed bythe BUYER/END WfrHSOUNDJUDGMENTCONSISIEHTyymH D CUSTOMER fora building project. The AISC Code of Standard Practice stipulates SPFEfY PPACDCES. Met when a fabricator has both design and Ibdcatian responsibility, His owner must pmAde the -performance criteria ofthe structural steel Game'. Absentoftlta Qlleda A IunHra RfsER .xo PARTOF TxsoowEF]ir 0.NraEn6RC it is the design practice of Bigbee Steel Buidings, Inc to use Me'SeMoeatusly rn Axr TORM OR arAxv HEANa WRHWrWRRIEN PBtMssaOh Design Considerabanafor Sled Buildings^, AISC Design Guide Q. as a reference for QCOPYRIGHT 2017 minm en stardanls. REV1SHINS rD PATE IN PEA'DPralr ATTACHING BUILDING MATERIALS AND COMPONENTS TO THE METAL BUILDING SYSTEM e 3 4.1 Special rare and detairing should be considered when atackirg balding materials and components Trot designed and supplied by Bgbee Steel Bdkfinr, Inc. 4 to fire metal building system. In areas where snow and fee accumulations can aces vertical deffemAons of tine structural steel frames and prfins can be an Issuewhem: S D jrIj A110N 4.1a Attaching stud walls directly tithe metal building framing without ailowNgta CHinFcnTwuoFTxEstETpLeu¢nPmcoshroNfHrs yupggp connection slip at toe wall/building mterfc EvenamiNmalamsuntafvertcal BYerGBEEsmELeanONOS waISOMIrm TOTHE LO.LSSSRiA'cl'E57SgT♦iE'tlt�$FES1EEL auafDmGS mC. deflection(+FYO')of NestmctumiateelhammgwncauseameWshdddegect etRQuseeRCERTAr Ideally Sd6'vTen no allemande for building detection has been made. AaoROAHCEwmaTHEERDOTAN cruwwOSArm ExcLuaEs rlEHsxm suPrteoar eseEEsraEL eurtOrxcs me. ThPc aNPHLti(wFD is �ay 4.16 Suspending ceilings tom the shuctuai/rames orpudus In haRxays orsmag THE ovERAUPnaeu. hems the ceiling should be supported from pemhahahtwais aparfitiors In IarW rooms where the ceilings most be suspended from the metal buffing system his important to allow the ceiling to detect tithe outside wanzatthe same rate @detects in the center of to reom. If the ml" g ismgpMed contnuously alorg any non -yielding wall while the rest of Me ceiling is delemrg, obvious problems occurs. BUILDING POROSITY ACCREDITED- Mctnll4ad'nv.k e 5.1 Bigbee Steel Buildings, hha assumes tlsta0 overhead Ooorsand a0 wldmvs and walk doors which am not famished byBights Steel Buildings, Ina, have been M E MOB E R designed b resist the required wind load ofyoabuldi g.In many eased, Paintings which have not been designed for fug wind bad will reclassify the bugdug as er partially open: thereby increasing wihd.eefrdens, Inereased wind coefficients .......m.....�.��..a MY require additional girl and patina, as wag as bheeaxM wad reactions of this Tvwvaa: rwn buidingwhih you not beingesigeaddoas,oramyothermaledelbadono year building which has not been designed for full wind bad notify Bilbao Steel GENERAL NOTES A Buildings, Ino in advance so that yourbuldmg can be Vapory designedfor ama® padaly open conditions. FULCRUM CONSTRUCTION * DAPHNE Ai. Hon Ecn DOLLAR GENERAL i z PORT SAINT LUCIE FL 14979 — DS—Dogs 14979 h TiAhM LL99r SF PxAvnc F DTO 02/11/10 - DETAILING NOTE: EAVE STRUTS CONNECT WITH 1/2" A325 CONNECTION BOLTS. STRAP ALL EAVE STRUTS AT OPEN WALLS AT ENDS AND THIRD POINTS. DETAILING NOTE: ANTI ROLL CLIPS AS NOTED ON FRAME SECTIONS. NOTE ON ERECTION DRAWINGS: PROVIDE AND INSTALL PURLIN STRAPPING WHERE SHOWN. STRAPPING SHOULD BE SCREWED TO ALL PURLINS AND RTU BEAMS TOP AND BOTTOM. REGARDING RTU INSTALLATION: THE RTU CURBS SHOULD BE SET SO THAT THE SUPPLY/RETURN OPENING IN THE CURB IS CLEAR OF FRAMING, PURLINS, AND BRACE CABLES. RTU'S ARE TO BE INSTALLED ON SUPPLIED BEAMS AND AT LOCATIONS SHOWN. EXACT DIMENSIONS FOR RTU BEAM LOCATIONS ARE SHOWN ON THE FRAME CROSS SECTION. .. Zane 1 2 3 4 5 6 .. Canpanents f. CladdkV . V h Lenpfh Press (psf ) S.tb psf > (ftl (fG Menber Pane4 Renter PpnN 1755 P216 -49A7 -54A9 S60 5.60 17M 22216 -5&85-996SS44 5.60 Sm 17.55 2Z16 -5085 -137.9 40.40 4%% - = -54M sm 40A0 49.90 -47A2 -6642 Izrar.� C�.1.,9>f,74- .( Phil t� I1C ;rn n ■-1 � a 1v�� i 26'-0' 1 26'-0' 1 26'-0'1 26'-0' 1 26'-0* 1/ S/{� 11 3/O t'-11 3 P Y-11 3+11 3/4' 11 3/P 11 1/P 1'—fl 3/4' 4 IDES14 inr 4 7 1 7 1 IOX27ZI4 110x27zl4 1 IIW77141 I1 Ox27zl 4\`� I 1 / \\ I I I 1 I / \\\ I \j I) 7 I 1 1 x 1 I 10 1 % /41j ;10x27Z14 1 1 10% 7z14 / 1 4 1 10% 7z14 10x27zA1 I I 1 10x27z / 1 1 1 1 x 7 1 / I I 1 I 1 10x27z12 STRUT 10x A U It, /Z14 U 11 I I 1 \\ I 10x27717 I I 41 I 1 1 I I 1 x27zl4 1QX17zl4 1 I 1 I \ 1 / I I I \1/ I 110x27z,4 1 I 1 10x 7 14 10x 7 10x27 14 x 7 4 1 11\ 11Ox27 14 1 MA Ox22 1 i I Ol 7 14 I WIOx22 1 1 1 I70%27z 4 1 I 1 10x27z14 \\ 10x27z14 I 1 I I IlOx27zl4I 1 1 14lj&-27-7-01 141n,407714 I I I I I I P AP 1 I 7 I 1 10x27zl4 \ 1 1 / I 10x27z1 I 4 1 1 10.27714 'P 1 jqd7-z14 1 10z 7z14 \\ 1 / I I I 11% %27zI4 14 1 1 % I I 1 10x27 14 i 1 \\ I 1 0x27 14 I I0x27zI4 1 CUSTOM STEEL BUILDINGS P.O. BOX 2314 MUSCLE SHOALS, ALABAMA 35662 PH0>E*256)]83-=2 FRK(66)3E1� U No 68051 t =r � '.. STATE OF 1JJ .(� 6. NAIEa���� NNf( © COPYRIGHT 2019 REVISIONS 1a nre sr af»>oe>ml 1 8-2-19 CME]ADDED END ZONE PURLINS ACCREDITED - Metal Building Systems AC472 E R aWV9L 11V6 DESIGN SUMMARY FULCRUM CONSTRUCTION DAPEINE AL DOLLAR GENERAL PORT SAINT LUCIE FL `6E m e 1479 979 - DS-Drgs 14979 puw a®( Sp jm@ O0£0 : NONE DS-1 "Pp1m"fPiA/ °"h 02/11/19 SPLICE PLATE &.BOLT TABLE I CAP PLATE 10' x 1' oty Mark [Top Bat Int Type Dia Width Thick Length Mark Qty T e Dia Length SP-1 1 4 4 0 A325 3/4: 6' 1/2: 2;-3 1/4: RF1-5 4 A325 1' 2 3/4' SP-2 4 4 2 A325 3/4: 6' 1/2� 2� 7 1/4 SP-3 4 4 2 A325 3,14 6' 1 2 2'-7 1/2" FLANGE BRACE TABLE FRAME UNE -2 3 4 5 VID SIgES MARK LENGTH OFFSET t 2 1 1 F 131.5L F933.81. 2'-7 1 /2' 2'-9 3 4' 1'-10 3/4" 1'-10 3 4' BASE PLATE TABLE Cal Plate Size Mark Width Thick Length BP-1 B' 1/2' 11 3147 SP-2 8' 1'-0 BP-3 ..1/2 10' 1/2 10' MEMBER q Mark W h sideange h Inside ange W k RF1-1 11.0/11.0 0.135 10'-8 1//8' 6 z 3/8' x 13'-1 1/8' 6 x-3/8' x 11'-2 1/8' 11.0/11.0 0.250 2'-5 3/8' 6 x 1/4' TOP RF1-2 19.5/�23.5 0.188 10'-1 9/16' 6 x 1/4' x 39'-11 7/16' 6 x 1/4: x 10:-1 5/8'_ 23.5/23.5 23.5/23.5 0.188 0.188 19--11- 9'-11 1/2' 6 x-x 29-10 1/2 RFt-3 23.5/2,15 0.188 19'-11' 6 x 1/4' x 27'-11 1/16' 6 x 3/8' x 27'-10 5/16' 2&5./23.5 0.188 8'-0 1/16' RF1-4 10/11.0 50 2 957//8' 6 x 3/8' TOP 6 x 1/2' x 12'-11 1/2' 11.0 0 12' 1/2' 6 x 1/2' x 15-3 3/8' INTERIOR PIPE COLUMN TOP PLATE - IS PITCHED (NOT FLAT). BE SURE COLUMN IS INSTALLED CORRECTLY TO MATCH THE RAFTER PITCH. BP-31 48'-0' 1 70'-0' OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 3 4 5 � 1 ■ CUSTOM STEEL BUILDINGS P.O. BOX 2314 MUSCLE SHOALS, Ai UMU 35662 PHONEX256)3a M2 FAXV%)361-We No 68051 �• • STATE OF A/m�. MLnIGHI5 HE5ERVfD. NO PM OF a19 � WYBE nFAip w urc FOle1 oN er •Nv �wxs varNoar vmlrtEH Pmwax w 0 COPYRIGHT 2019 REVISIONS I C I a,z I n l aa�lmr � PL. (6) 3/4' DIMON CRR 11CATION cFnnRrwnw oPinE�ru.euxawa cwPor¢Nrssuvn� erexsffslEaeuaolNas wuwlmro L�s1E euwwrs wc. PURa10.g ONOHt T1E Aaamnrx� wlm Tlrt EIE4TON auwouas ANs axcwom IIENa'NOr$UPP{IFp ayeIGBEESfEEI. B11RDwG9 wC. R�UIIDB!$lal®IS�gi TI@OVBtNLPR0.1ECf. ACCREDITED' Metal BuldmgSystems AC472 M E M B E R BM uuvnc xxr. DESIGN SUMMARY axram FULCRUM CONSTRUCTION DAPHNE AL DOLLAR GENERAL PORT SAINT LUCIE FL 14979 >u-D.9s 14979 mAvx x SF aNwc °® rtAti NONE DS-Z ra 02/11/19 I a 26'-0' 1 26'-0' 1 26'-0" 26'- 26'-0' I I%257112 1 1 x 5 1 2I 1 1 x 5 1 2I 1 1 x 5 1 2I 1 i 6x25zl2 1 I I 18x 5n161 18.15.161 I. IBx25n161 I 18z 16, �� 1 p x25nl6I I 1 x25nl61 i 161 ��1 x25n161 I n161 ��I 18x25n161 I H I I I I I Z-PSTRAP W8x10 G..00.dA T A-09—IA LOW SIDEWALL W800 W8x10 W8x10 T R..9SMA T Rv99n1A T R-.9 IA -8 13x25z121 Bx25z121 1 Bx25z121 I 13x25z121 I Bx252121 I I I I I I I I I I I I I I a e1 I 1 x25061 '-x25061 1 �� 625061 1 �� x25n161 1 �� x25n161 I a '1 l3x25nl2l Bx 5nfl%k� I Bx 5n161 I B 5nt&, f 1 Bx 5n 61 I I To 3'-4* I 1 13x25z161 I""I L�5z121 I I I k3x25z121 I i t �j 1 1r5z121 I 1 �x25z121 I '-0' x25z16 i� x25z14 x25z14 i� x25z14 x25z14 I = I STRAP I HIGH SIDEWALL 1 H rESIGBEE CUSTOM STEEL DUMDINGS P.O. BOX 2314 11USC18 SHOATS, ATABAMAA AMA 35M - PHONE:(136)3.3nt2 FA%(]56)�1-9669 �puuep,�� \GHAL _ No 680r) STATE OF . 4U 40 0R10 ALLRIGHBfE5H2VF➢.NoplA Ms DOgIMEWMNreEPE%2WlIL0) w Anr Faroe oR arAen Neves wmain manse veeMissaN. © COPYRIGHT 2019 Rl=ONS MI wrz n uara�rzr ACC MMB ild-neSystems AC 472 MM EE MM �0 E REAR w�Ow�A mAvna: Rro .n DESIGN SUMMARY FULCRUM CONSTRUCTION DAPHNE AL e.nscn DOLLAR GENERAL PORT SAINT LUCIE 144979 — DS-Drgs ' 14979 owxM �xm, RP mvnc . e : NONE DS-3 m aerz 02/11/19 Q 3/8• 12 1•-0. u r r' rj rj r' WE OLTABLE FRAME LINE 6 Ai N A IA ER-3 ER-4 4 A 25 5 of mns Raf 4 A325 8' C N ON LA S TRAM N 6 D MARK PAR 3 AR-10 8x25z16 8%25n14 9x2571 °D 8x 5n14 I m Bx25c1 Bx2,902 Sx 5z12 1 M I Bx 5n14 I I u Bx Sz12 9. z Oxl Wi0%II I 8x25z16 8x25z14 8x 5 16 8z 5 14 Sx70 1 x 5 14 STRAP 8x25 14 I x s 1a I Sx Sz14 I U U N N I % 5z14 % 5z16 m � 8x25z16 E K10 I W8X24 2 WRx74 3 wR} ENDWALL FRAMING: FRAME LINE 6 TABLEBOLT FRAME LINE A N I UUAN r- olumn c 4 A ER-1/ER-2 4 A325 5/8: 4 A325 5 8 w]17m1�It3:li' i1G1:aD3! r E' w'IOx12 x 5z12 1 8.25.16 W10x1 Z1 I I I 6x25 12 1 8x 5z1 I I ex25n16 I I 8x25z1 I 8x25z1 I I I 8x25n16 I I I Sx25z1 I � I H 2 2 a w8X10 STRAP w8x10 wsxlo ENDWALL FRAMING: FRAME LINE 1 W8%10 Flow" 10i CUSTOM STEEL BUILDINGS P.O. BOX 2314 MUSCLE SHOALS, AUBAYA BW62 PHONEX156) �] FA (]56)38IEYS fNoV 68051 a s :13 ' STATE OF • "'JJ C O R \ V p': 5 Pd...N NL RIGF(ISRE6ERVE0. NOPMTOF TMSOpNM MYSEREPRCOUCEO - IN/WY FIXiM OR BY MIYMEW$ WNI10UrKRlfiEN F£RMIBBKKi. 10 © COPYRIGHT 2019 REVISIONS 1� D.MC !/ 63�TB11 r e-2-19 CME DED END ZONE PURLINS ACCREDITED - Metal Building Systems AC472 M E M B E R B FI •uvBc rave DESIGN SUMMARY DOLLAR PORT SAD rarNMo 14979 - DS-Dwgs acaxEn srxa N WPRUVEI� nh 02,