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HomeMy WebLinkAboutStructural DrawingsI'FILI I M' E M B E R 'IIII B M R METAL BUILDING MANUFACTURERS ASSOCIATION ACCREDITED Metal Building 5ystems At 472 ROOF SHEETING* f CLADDING FL PRODUCT APPR.B SEAM TYPE 0 Blgbee Rlb, 11 . O 2ega 0 24ga FL74132 FL7413.3 VBlgbee Rib,ll PBR BlgbeeLokJ24 R26ga 24ga 0'24ge FL74132 FL7413.3 dQuadLok- 'D See 0 BlgbeeVR 0 249a' 0 22ga FL7413A Cl Tdplet.ok Layout 0 22ga FL7413.3 0 TdpleLok O QuadLok 0 See Layout 0 Other. *Digital vimlons of all Bigbee Panel _ Profiles, Product Appllcatlun WALL SHEETING' / CLADDING . FL PRODUCT APPRN Guldes;Qnckdlag Technical Date), Blgboq 42Ib 11 Inetellatiorr& Seaming Guides ere 0 26ga -D 24ga FL-7412 2: •.FL7412.1 located on our wetaite st " O 816bae Rib 11 PBR O 266' O 24ga FL7412 2 FL7412.1 www.bigtiee.00mfpMducts.hhn O Bigbee Rib II RR 0 26ga, 0 24ga 0 other.=— — MOMENT FRAME A325 BOLT INSTALLATION'•- Snug Tight 0 Pretenebn (rum -or -Nut Method) . •• See Diarvtng D4 Note 1.5 DWG-# NAME CLA BUILDING SECTIONS CL=2 BUILDING SECTIONS .CL-3_ _ - BUILDING_SECTIONS. CL4 - BUILDING SECTIONS AB-1 ANCHOR. BOLT PLAN _. ,A6-2 _ REACTIONS - . BIGBEE STEEL. BUILDINGS, INC. P.O.. BOX 2314 MUSCLE SHOALS; ALABAMA 35662 PHONE: (256) 383-7322.Or (800) 63373378 FAX:: (256) 381-9669 JOB, N'� MBE:R 15571 CUSTOMER NAME: FULCRUM, CONSTRUCTION GROUP CUSTOMER LOCATION: DAPHNE AL - PROJECT NAME:. DOLLAR GENERAL PROJECT LOCATION: FORT PIERCE FL .. PROJECT DESCRIPTION: 9100. A DWG # NAME D-0 DS-1- _DS-2 .. GENERAL NOTES DESIGN SUMMARY ROOF. _ __ DESIGN SUMMARY.- FRAME DSO DESIGN SUMMARY:SIDEWALL _DS-4 DESIGN SUMMARY - ENDWALL_ [] PRELIMINARY DRAWINGS (DO NOT USE FOR CONSTRUCTION) Q DRAWINGS.FOR APPROVAL - DATED: - Drawings are for APPROVAL PURPOSES ONLY. 'After completing lire section below, please return one (1) set; This,'project wW NOT be scheduled for delivery and an Approved set of drawings are retumed to Bigbee Steel Bulks, lhc. O No Exceptions Taken Q Make Coriectkins N6W 0 Revise and Resubmit D ' Not Aocep" See comma nts Review Is only for conformance with the design concept of the Protect and. compilance with the Information given i. i the ContractdoarmenbL . Revlewed Sir, _ Date. --- —_ - STRUCTURAL.DRAWINGS Drawings represent the,pdmary ibitcturel framing being used on this project and.depid the ' final dealgri. A final set of construction drawings will be supplied prior to and/or wltti 'dewery of,the rnetel building, showing frame cross sections; place marks and amislnrcfbn details. El FINAL CONSTRUCTION DRAWINGS Drawings are for use in the field es construction documents., SCANNED ' F '• No :6.805! ate. m m STATE Or � 4) s , . 1 CERTIFICATION This Is to certify that the metal building system components fumfshed by Bigbee Steel Buildings, Inc. are designed to'complywith the follrnNng design cifteda: Governing BulldnglCorle:. Florida Bullding Code, 71h EdMm (2020), Ibe 2018 RootUve Load: 20 psf Frame Live Load: Reduced.per Building Code Metal Building Dead Load: Bldg Materials Collateral Load:' 3 psi Risk Category: II WndDarn Criteria; Ultimate Wind Speed (3-sec. Peak Gust) V,,( 160 mph Wind Exposgm: C Nominal Wind Speed (3-sea Peak Gust) Vim: 124 mph (Vu14(0.6)) Internal Pressure Coefficient, GCpt 0.18 (Enclosed) The building is designed In accordance with the latest applicable editions of AISC 360 _Sp, b ifrcallon for:Sl)ucturdl Steel SuOdmgs. AISI S100 Standard North .Annoddin'Soecigoollonfor Ouo:Dgsidn o6C61d Foin edSftlSlfudurnl Members; AWS D1:1 Slnidural.Woldina Cod Sleal and the AWS D1.3 Structural ,Welding Codo•Shdo1 Stoa7i This certification Is, limited to the design of the etructurel.framing and cladding components .man ufaelured in Bigbee. Steel Buldfngs, Shoals, Alabama. This cerliflcatlon specifically ezciudes accessory Items aril those Items not Provided by Bigbee tees BOdings, Inc Th n erected on a properly designed foundation and In accordance with the metal bullding.eredODn drawings. The undo y no tthe engineer of record fO P Y overall project, 99�� _ - .�_ arm aiD uvc.sraurs a wca,wic , _ SE6TION' N ENOWALLPARAPET WfSTOREFRONT 5CA�E�CAP TRIMW SECTION 6 ENDWALL'P'ARAPET CUSTON STEU BUILDINGS YUB= 880NBI,�I�HH( lftu '�rrrui�tra1$v rgr,(tdtrt?ri .error;:. ' This drawiM ioaccu ipm4qunsry• steel uyoul plans ._ ardlor elevallone, end sgoaod;j tind,gim tlafalb fq,lhb aW cWm. Ib puipose b to:diriy'tha proJect'socpe for whldr Bigbee Steel Buildings, Irk a n-espoMlble, and lu Irdlato our underelandIng of conslrudion ele.rmn i to bepdded by olhem. Comtni don stamens depicted herein (beyond the metal huff ft structure) am nil to be ranstmxi -as repieeen.Ung engbleering design of those. elemerus. Such engineering design must be secured from other design piofessbrists, The.dnsRrl:IX any. ;Uianamt?.II4dCd'Io�.ilte..mULll _buetdtij slhim by W.. doe: nol fall onder'Uie engineering seal affixed to .this dewing escepi es spedllcally staled In Un Design Summaty.dnrwings: N atldltfon, "to he Best of am physical connection or soch pk'nmNs to.tte metal l+ugdim3 glrt t b iij! _utriori and does not fug under the eripMee" sea., . Nothing depkted In Bigbie Steil Bullcliry Ins. diewAnge Is to be understood as pioNding arcidedural iwrvice�.-Trio �n:er*kmIii_a-registered amMted-mint Fb "iarriicted ly.'ttii" owner to Insum'then a oomprelwnsive code ivew to completed and Ihst AD e 1 btddkg oode rogdnmeids am mil. In Owmder, doors end windows shown hi Blithe. St.W Buidings, lee, drawho need only the d stinnefs tegeests and have not been subjected to any building code review. • N • Auisiunaiairavrn.weu+ior.trosoocoimniui•se iQmapucra . olNB:fa+vottalAN/,Wlls nmR.11w11nl101iSnaP.taJl. . 0 CGPYRIGHr. 2020. m aoic- J uFWbrig tSW NEW CANOPY.BEAM-ZIRTUP. i .. CEntelullal W n1E1e:rAlaulWo[wfal.Me enwa'a Fwau:ea bu.al o—r�npfo_trtmlm �Y; rnlRa. ne'e SLOSTCriZGS[>77' ACCORWCEwmr TIEo¢nee+oauexmAlo E1CAINEe II[l/9llan eL9Pl1Ee OrRE SRit IuzLn>rRR •G:. fl�er@�TeKI[ED©fai.rft4'lW ty ww:IfVl n1E OVElUIL/ableeT." " .. my=z a0 . BUILDING SECTIONS FULCRUM CONSTRUCTION :DABBNE, AL.. ply DOLLAR. GENERAL FORT TEMCE; .FL 15571 wve , :np . trial, . wYa4 • aaa.. - sots fT.T:S: CL1 Ag*aun un, e=22-20 7 -tr CVU STEEI IS Cad REAR ENDWALL PARAPET TERNNATIDN END DETAIL. CUTTER' 'ssGl' L-M M 7ly=lr mB srm. SECTION LOW'SIQp%%L. ___SUN CAP TRIM W 7W-W pq STEEL SECTIOW9 HIGHSIDE PARAPET CUSMBU STEEL BUILDINGS -PA.' on M4 Vnal M&1313ranr FAX(2*211asse This drawhg reflects ..pnllmkmry heel layout. plaza 'arldlur elevati6ns, and atua" arid. tdm doWs forlhis auudtum;. Its purpose is to deny the project scope for which Blgbee Steel Bulldi gs,'Inb. is roop6miels; and to indicate our understanding of toneWctlan'elerimsidd to he added by otlren: Constmdlen eldmards dspkW herein (beyond the Total bullding strudum) are rat to be consbued as repieeenUng erglneodng. design Of itme'elaments. Such.mpineeft design mud be secured fnim other design piufassbrlele. .. The design. of .any elements added to.ft metal busdinp,siuchae by.othefe does iwt.fell under the enginaadng seal affixed 1c, this drawing excapl as . . spedricaly.stalod In the Deilgn Summary dm%�igs.'In eddyign tno e6sign of g» p*lc l =m wdion of ouch •�olcrnonis. lot indof bIiCM6ig:sbvcbae'Is by odors :nvid,bsianii ta4,undarlheOng, kfeAno.jB a1: Nothing ,gapkted In Blgboo Stool Building Inc.' diawlrgs Is to be undwdood as pmviding eicheed Ural - . eervfcei: The eervkei: of a reglitered archbd inuel t a corilrecfad by, the owner to I nsmni - that a comprehenelve cdds.rpview.Y wnp(siad end that All local b0dklp code *Ukurnada, are met. In partkvter, _ doors ,mid'w wooh; ril»Y+n i i.B pbc "Stool due-js. . drewinp.retlect ihij th@ iusWrn" ngvi and have'rM been subjected to any Iwgdlrig code ravlew. �,g9%11161 q� %NN h1 A EFL nor 1p No A8051 F. Sl`AT E 0. : ��ti JAN m,�11�33�, a� a� .N,,i�,�� Aa.narm irttemso: NOFanior�ngmctr+[uruvaEl�sacvir.[o - -'nl Auvrarw an iT'/r1Y.YEN17 �aIlx>•/fn76riFlli{T.Y1'.3x1 . - .O.CGPYRIGtiF 2020 - . s — — — ce•nmccn�ar�nsarc rovine.ET,lLausnalsCa4NlEilitelAAle ia¢IiiiilE °"9 ouurmro��. %lPQIRTEOMER TIg1,L �.+, 4 a .� ' KCOImAMC6 wlm TIE ETERION paeMOa ND FaC W OCa nrussafn�nsvw.o err��n. r�n��� ts�mm umm� nE ovcwuLvnnccr ",. .. . . _�Aaa Y�iA f7 BUILDING SECTIONS Haman FUILCRUH ,CONSTRUMON C® DOLLAR GENERALFORT --PT:,iRCBa FL WMCL a s 15571. Mcr�c rxi6=LT-£D. S [ '�� CUSTOM'BPER AX.Wlib"11, y0EL7i BHOIfs, :�IJIgW►,B6f0= - P�FSr13pN?i7fAxpsalsffe�an . Thb Enswkg reBecdprNlmkrery heel layout Alarm endlor elevatbrm• end sheath; end Mm delans, for this ' - elrurtiiiD: Jti Plrip�sii,s Ioltirltylfla,'pioi�c1 seopDto ' . -widuti Blgliae-Steel 9ldldhga, Inc: b:reaporulhle; ind , tn'Indkete,oui understanding of. construction elements ' to be edded tiyo". ConsMrc7bn elements depicted . heroin (beyond Um motel buNirlg iIruchjre) ere not to. ba CorleWDd M repraFnUM agn—ft design of . those elements. Such enginueft dulp must be secured from olherdesl{p1 piefaeebrrds. . _ The dmgn. of nny elements added to the metal bullft structure by,olhere does riot fell under the t ergtnaedrg Beal Blfued fo thb drawl%; escapt as . - .13'=8'•0/O.EA4E:STRtRSa OVEWVM ! - .. .. .. speolkalystnted In ltw Daalgn Summery drawln;s. In'; i• EtFs� addition. t design of Om physical connection of, such elements to metal build struGurO 17 by others end does not fell under the engineering seal. -�2w 0/0 GIRTS.—_'_ __ _ _ _ _ 0-HANG' BY OTHERS . GrAEE•RB II Nogft ,Oppbled In Bigbas Sisal Bufldlrg Inc.- RmGETRIM REVERSE R'28GA. . WAL PANEL 4qs Is lobe drlder►l0od ras prevldMlg endrltedurel ' - serviow Tha services' of a *blared arctdtDct mu_ at, . I be canbacUA by." Owner to Imure that a .. LEAN-TO TRIM corMetumin Code review Is Completed end thet'sk BtGBEE VR3fe ' BSLT,T' a - i local bulldhrg code rayuilemeAe are niat, In pardbuti6r, SIGBEEVR-210 GABLETRIM _ M .. tn- d Will wind'" rolledo �In�a_o�lDcl.Bu1W ROOF P(U;JEL . c . - -.. ' - ROOF PANEL' y rioests and . .. 4r ,- ... .. .�.." -_. -._ .- _. '�4 � � SCREW PURUN t hevs � subjected to ea building review. OPEN ,. TO OPEN CEE _ GABLETRIM CEE- SAVE TRIMX_, -, - - �.. SAVE]RIlAW TRIMX' SCREWOPENCEE TG MAIN t1U14OIN6 O ���tP`. `?� A �� �•t ���i qA,•t CEE MEMBER r. WW7t3 - _ OJiANG i TRLMX- < - • �y' _ _ 'O �� ,box, ..., - . • - .. - --- .68051 TRIMx ' `.' lPECW. •. f; -_`-� — - - •ey - COLDFORMSPECIAL. .. - .. ` SOFFRAND0. IE = ' jCOLOFORM it r SOFFIT ANE (, BCREW WALLGBtT TOOPEN CEE.• �' �• _ {/(,/�f� •. ATMNNBUaIXNGSOFFIT 3 BN7BEEkill .. j . STATE PF ' REVERSER - ® • .ti 'WALL PANEL �+p •� ',1 L REVERSER '✓.' _ GIOREY R ER WALL'PAtEL' . 'I _..L,. __ WALL PAPA BYO7HER5 V i.V,y .;,'ji 14" fit r E. 1 BYOTHERS 6C11EWWALLGIRT ��NAunr�fgwon`Mur�VtfwrtlWr�MC�nEiTiVuaal.���� .4i .. .. 4._p'. i 10' MAN .. - - - - --- L TOCPENCEE ®COPYRIGHT 202D ' AT BUILDING .-RiVLWOH9' . Wa i SCREWOPENCEE ` 7 }. TO MAN BUILDING WALL GIRTS ' i% I � `� mglmr c�nnn►nnx�.. -' - � - •I ( f ( nusooncore�arwn WMIMIMMIMc L•wrenrenee 1 SCREW WALLGIRT • +i TO OPEN CEE -' j AT LWN BUILDING 1'IiICFSHA 1:PIMMIKA t'NMCWF4L 1 TOAWO: A.F.F. BY OTHERS R---- .-- -- - iBYOTHERS BY OTHERS Gi7.i ACEIID7l'2_TE_- _BOEMB IH BIGSEVUBB BIGBEE47B11 i u'21EVERSER2/GAREVERSE R 24 LwAl-PANEIf yj."WALL PANEL (1-DE Io_31- BCWWALLGR , .� a . . f r TO OPEN CEE �...,. K AT AWN BURDRIG 14•aveo pNp'. . - { BUILDING SECTIONS i SOTBASE CEE O OPEN CE TE T.. aarOm % f AT MAIN BUILDING OUTSDE CLOSURE . . - _ .. - _ .. -- - .. OUTSIDE CLOSURE OUTSIDE, CLOSURE .. .. � FOIrGR ��B°r�E­AL..� ■SASETRIMW .. .. "' .. .. :} ILBASETRIMT dBASETRIM T�D6LLIR.BEP11�tAL ON i - �� TORT PffiiCE; n f8'-0' wo VALL .buns 15511. I ._I I _-S'-0' t)/0'tiALI: GIRTS., .-- .. 70'-G' 0/0 STEEL 77Piw tµeses -- :.N:T:s_ CL3 Will? EV13 SAVE STRUTS'V VWERH"; LE r—O 5CANNED 0, CUSTOM STEEL BUILDINGS JPA Imm 2314 lem This drawing ion*cts pril"Inary s!"I laymit.plarls and/or elevations. end shooting arsitrim details for this i structure. Its purpose Is to Clarify the p" Scope for whIch.8)gbiee SW BuIldings, Inc. Is.responsibia, and tolrdccla.cur undmblMlIng Or,C0nAnJCbDn elarnenta to be added by others. Construction elements depicted "n (Z�..nd the metal building struchUlliam not to be construed as of those 'elernants. Such onginverkV design must be .secured from other design professionals. The design of iiiy slornerits added to the metal bL#dW structure by:uthom don not W under the oregirraming 5* afted (a this dra" except w mpeclicsv ataW In the Paelp.purromy drawings. In add �0. . 'L 1 structure is by others doo Nothing dopktgd In Blgboe Sleal Building Inc. drawings is to be understood me 06viding archaechiral ser*n. The aeni4ces, of a registered architect inust be , carrlreclpd by'* owner * to. (tsarsthat 'a conrpahansive coda review 0 complaiad and that all pa_rftWr, :domes m mid windawj'"bqq Spql,[!W�M, Ihc:d6w? _'iifteacnlj the custornaft *ussfe.srid have not been subjected to any Iwullft code roW". %A jijI , IN Nit ill f A, E IN No 6805 3-3-:% 'STATIE 'OF A' V, . . z ID N. N" i.ii WOW • Q COPYRIGHT- 2020 - .. - smvmxg - me —in :-sr'- —7. ummwm CMF%AlmoeWMWCALVU3M0C0b5K*errvra nw. orwmeL E owerwtwmser. BUI.LDING-S.ECTI.ONS 'OP Ir-. FULCRUM. CONSTRUCTION. DAPEM DDIZAR GENERA FoRvpmm FL 7(Y`W Din ST&L 15571, 24MAGA CL4 Is'n fi"W-20 'I to - I o- 7 T 1 1 •Tl T 130'-0' 0/0 CONCRETE 26.-0' . 26•-0' . ..26'-0' - - _ 25:_Q 4' Wo I'-0' L COCRETE 1 . -- - r; A e 3CO-XREOM" A A _ LOV SIDE --... I : �IREESS BDON fVTERIOBR PLATE �SBSEIE .- .._- .. --.1B D _ `E lu I 51-V El/0 ' HIGH 8 CQCtEfE B 'B� ; B t12'=0' OhT I 4' ; � ,_._ < _ .. ,p5•-8• . . -- _ _ ' = J'_ - . Eb'=0:" - _ .. _-_ : _ _ _ _•_ 26'=�f ,26'_=0' .-2St+Ot �7` .. .. .. - -- 't38'-n•'.o/OrotDNERETE ... .. i -- CAUTION WTER,TO.INDIVIDUAL .BASE PLATE DETAII.S. 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 BUILDING 9AL'ERECT PROPERLY, ANCHOR BOLTS QTY SIZE MTNIIRJY LENGTH 'ROJSCTi& ' --X t I/4'* .- ��-, 3' _ All anchor bolts are y4" unless noted otherwlse: I)Mectlons shown ln.baseolate detalls do. not account for grout , thicknesses. • . V. 4: r 2• FL • .. ^ O1T tF COiCRE'TE Fry, ; + 4• } ---o - o- b c® JA ANCHOR ROD DIAMETER t•. ANCHOR ROD DIAMETER 1° ' ANCHOR ROD DIAMETERi. ANCHOR ROD DIAMETER' 1 +" i . ANCHOR ROD DIAMETER - �' _ANCHOR ROD PROJECTION. 2' ANCHOR ROD PROJECTION . 2" ANCHOR ROD PROJECTION r ANCHOR ROD PROJECTION: 2' , ANCHOR ROD. PROJECTION: P :1 _ -1 , D . BASE.PLATE DETAIL.-. _ -.BASE PLATE DETAIL .. BASE PLATE DETAIL - -- BASE: PLATE DETAIL • - . BASE -PLATE DETAIL - _ � vo ,ti ��FL sa ti4 c ; 4 V�: NO 68051 STATE Oi i r IMMUNE nrculu .rrrmmra.mv. - aRv�eww. ANCHOR PLAN 155.71 AB-1 tnc.6-ZS'- NOTES FOR REACTIONS ENDWALL COLUMN: BASIC COLUMN REACTIONS (k) _. . -- - FRAME'UNES: 2 3 4'5 Midi ng reoetlone ore Dosed on Wind Wind Wind Wind Wind. Wind Wind Wind Sail the It owing bupding &46 Frm Col Died Collet Uve Left1 Rlghtl left2 Right; ,Kress Suct Lonal Lon Left Line.' Une Vert Vert Vert Vert Vert Vert Vert Hors Harz V V Vert With (fi T0:0- 1,. A 0.5 '0.3 2.1 -6.1 -3.'4 -4.1 -1.4 0.0 MO -8.2 -3.6 0.0 Length Sit) .. 130:0- -1•. B 1.2 1:0 81&5 -10.9 =128 -5.0 -3.0 5.0 -1&5 =f0.8 6.6 Q Q: p Edve Haight=;(ft) 14:0/ 16.2 1. C 1.1 1.0 Si.3 -1&7 -10.6 -128 -47 -4.6 6.1 =1&5 -10.8 0.0 -- " - - LINE Roof Slope (r1ao�2 )' 04` - ' 1 D Ms 0.3 21 -6.0 =3.9 =4.1 =20 1.5 -0.9 _W&O -&5 QO A; Dead Load. si 1.0 �r is OLl11iN :Coilatetol Lood,; sets Roof U, Lood((ppsf. )z 20.0:. Frm Col :Right E1PAT-M-1-_ E1PAT-LL z- E1PAT_!L-3= EiPAT-11-4- Frome Uve Load(p'0 :) 12.0 Una Lie 0.0 aH � -Vert Horn Vert Hors Vert Horz Vert Whd Speed':(mph) 160.0 , 20 0.0 0.3 0.0 25 0.0 -0.4 %WInd;Code; ='tBC •18 1 B M 0.0 6.7 0.0 3:1 0.0 28 0.0 &5 jCE os° � 1 c 0.0 0.0 3.1 0.0 6.7 0.0 2B 0.0 3.5 Importance Wind - 1,00 1 D 0.0 0.0 . -0.3 0.0 2.0 0.0 2.5 0.0 -0.4 Impportance Scisrink 1.00 �. --r H 'Selanl 2ane'.- •' M A Whd Wind Wind -Wind Wind Wind Wind Wind Sets ! Seismk Coeff (Fa•Se) - 0.09 Firm Col Dead Cotlat Uve Laftl Rightl Left2 Rlght2 . Prose Suet Longt Long2 Left iV �V f V Una Una Vert Vert Vert Vert Vert Vert Vert Harz Harz Yer ' Vert Vat 6 D 0.5 .0.3 2.1 -4.0 -6.0 -21 -4.1 '0.9 -0.5 -&0 _&5 'MO 11) Deaeriplion 6 C 1.6 1.0' 6.3 -10.4 -18.7 -4.5 -126 4.9 0.4 =1&6-10.9:. - 0.0 e B 1.6 1.0 6.3 . -10.9 -1&5 r-5.0 -127 &4 =1.8 -_ 1&5 -10.8 0.0 1 Dead+Colloleral+Uve A 0,5 0.3 - 21 =35 =6.1 -1.6 r4.1 MD 0.0 -8.1 -36 0.0 .. 2 Dead+O 6Wind_Cona2R :. Sete 3 Dead+Collateral+075Uve+045Wmd.leftTFRAME:- - 4 ,Dead+CollotcFol+O'75Uve+D 45Wn tiglitl Frm Cot Right E2Pl17_LL_1- E2PAT11�2- E2PAT_IJ EVAT-LL4= RCH BOLTS. BASE PLATES 5 ;0.80e5d+M6Wind-Leftl, , " Una Line Vart Horz Vert Horz • Vert Hors Vert Harz Vert' GID MAXIMUM REACTIONS, IAN OR Cdumn_teactions((k 8 D 6Dead+0.6W1nd_I eft2 . 6" D 0.0 0.0 6.7 0.0 &T 0.0 25 MD -0.4 Frrn Col Load Hmox ' . V � • Load Lain V' Bolt h) Base_0lote In) Grout 7 0:8Dead+0:6W1nd.: i - 2 6 C 0.0 0.0 &7 0.0 3.7 MD 2B 0.0 3.5 Una Line _ Id H Vmox Id H ' Vmin 0t (Die Width" Len th(: lAkk in 8 O:BDead+O 6Wmd.longglL B B 0.0 0.0 3.1 0.0 8.7 0.0 28 0.0 3.5 __ _ _ Y 9 ( ) 9 Dead+Collaterol+E1PATJ1_3. 8 A 0.0 0.0 -0.3 0.0 20 0.0 .25 0.0 -0.4 2• A 4 &0 r 37 B - -&1 -Z8 4 1.000 &000 11:75 0.500 0.0 10 O.BDead+O 6Wind_Suetton+0 6Wih` ong1L 1 22 . & 6 0.1 ' - 7. 11 A 6Deod+O 6Wind�reswre+O SWindJ ong1L ENDWALL- COLUMN: MAXIMuM REAcnONS.' ANCHOR BOLTS, ac BASE PLATES 12 Dead+CNlaterW+E1PAT_LL-1 2•. D 7 10.2 -4.2 3 -5.6 2.1 4 1.000 &000 12.06 M500 6.0 13:0.60ead+0.6WhdJ:eli1+0.8WMd_Suction 2' -1.1 9:9 8 0.3 -14.0 14 Dead+Colloterd+E1PATL L .. CalumnJteactlons(k ) 21 C 1 00..0 2416 5 MO -28.6 4 0.750 .10.00 10.00 0.500 - -40 15 boad+Ccllgterd+WATc1L�3 Frm . Col Load Hinox; V Load, mh V Bdt(h) Boae�lato(In) Grout 18 0.6Deod+0.5WndJiFp6LT+OBWInd Suotfom Una. Line Id H Vmox Id. H Vmin Oty UOIc 1Yfdth Length: 7tliek (In)' 17 pead+Colloteral+E20AT_LL 2� . Frame 18. ,Dead}Cotlaterol+E2Pi1T SLL_2;, 1 A 8 0.0 -3.4 8 0.0 -&4 4 M750. &ODO &000 M375 0.0 9 a0 &3 RIG - - _ Thee 2 3 4 5 1' B 10 &0 ' -10.4. 11 -1.8 -10.4 4 0.750 &ODO &DOD 0.375 ID FRAME. BASIC COLUMN REACTIONS (k ) 12 0.O &9 10 &0 =10.4 00 Frorn Column -=--- Vert - H CopataVal- ---- Vvr=---=WindJVa�1- - dJtiglitl= --k d� - • Una Line Hartz ert oriz Vert Horiz Vert Hodz. e H Vert Her 1 C 13. 37 -10.5 11 r27 -10.4 4 0750 8000 &000 0.375 0.0 20 .A 0.3 2.0 0.3 1.6 ..1.5 6.9 -1&5 -24.7 9.4 -11.4 =1&9 -15.2 14 0.0 8.9 13 3.7 '-.10.5 • 2 D -0.3 0.8 =0.3 0.3 -1.5 0.8 -&5 1.1 1&8 -10.1 -8.0 3:4 1 D 11 0.8 -3.3 10 -0.5 -3.3 4 0.750 &ODO &00D 0.375 0.0 .2• C- MO &78 '0.0 &5 0.0 16.8 0.0 -51.3 0.0 =25.9 0.0 -321 9. 0.0 &3 11 0:9 =3.3 8 D 11 .0.5 -3.3 10 -0.3 =3.3 4 -0.750 &000 8.000 0.375 0.0 Frame Column Whd_RI ht2- "Wind lomngI-=-Whd_Z 5ewn6-Left Sebmicltight -;.Sets 15 0.0 3.3 11 0.5 -3.3 Line Line Hartz Vert Hertz, Vert 'Hartz Ve>, ;Horiz Vert Hartz Vert Hartz Vert 2• A B.9 -1.9 -0.2 -40.4 .1.1- -32.3 -0.2 -0.1 0.2 0.1 0.0 -0.3 6 C 11 3.0 -10.2 18 Q3 -10.3 4 0.750 16.00 &250 0.375 0.0 24 D 17.3 7.8 0.9 =24.1 -1.3 -22.2 -0.3 0.11 0.3 =0.1 0.0 _-0.4 17 0.0 9.3 20 C 0.0 6.7 0.0 =4&9 0.0 -29.3 0.0 -0. 0.0 0.1 0.0 '0.0 8 B 11 5.0 -10.1 10 -1.1 -10.1 4 0.750 10.00 &500 0.375 0.0 i. . - . 1B 0..0 9.4 ll &0 -10.1 Frame .Column F104JI_t . flPAT.11_:2- 6 A B 0.0 -3.4 8 00 -3.4 4 0.750 8.000 &ODO M375 0.0 Vert 15 .D.0 . .3.3 .. :2 a .. Una Had Vert H 01 O:0 - -- _- 2 • C 0.0 10.6 0.0 3.5 2•.-- Frame Iinea:- .2 3 4 BUILDING BRACING REACTIONS _f ReacUono((k) Pane) ear -Wall -Col Wmd _ kamk (Ib%Rf ` Loc Line, Line iHorz Vert," Horz r Vert .Wind ; Saiq. Note_- 8 3,4 34.8 1&7 0.7 0.4 `123 :7 B_SW A 4;3 39;2 117 0.7 0.3 (1) (QBrachg in roof to rigid frame 1 FILE CO .r 'No 68051 L% QWAil.ta�.�o� NINGIAFEQ/N®: IIOPNiI Q-lIC'WG1/iOR YAYH6PEPo0011R11 WIIRMIrW11I1N1f14Yl1afOfl_Q11L.90.tTbl. ' O:'COPYRIGHT 2020 ' .. . . fit 1. hr:..IJ c3m y.Ylf Mlf. . REACTION_ S: FULCRUM CONSTRUC71ON I' . :DAPHNE:,AL, - Dor,>rriR aF.x>Bii�T. FORT FMCE. FL . _. IMVM 9" -9➢ =AV= 1 GK-6-t3=E02 GENERAL NOTES, 1.1 Fabrication shall be In accordance With Blgbee Steel Buildings, Inc. standard practices in compliance With the applicable sections relating to design requirements and allowable stresses of the latest edition of the'AWS Structural Welding Codes - D1.1 and DIX. MATERIALS ASTM DESIGNATION * MINIMUM YIELD. Hot ro1,d WN_•hpp" AM FY•5o I5i Sbucluml sbal PIM0 A5291AS721A1DIVA1016 FY • 55 KSI . Cold rormad lightoplip shn A1011 FY • 55 KSI Canto 6mdng' .. A475 EAn Hioti6hergel. R00A,WWar56k; AM - rY. So. 60. 10 M•d"baes A307;grA . FY=36KS1 fth aImnglh bob OS! D W 1-e) A325, 4" 1• FY �- 120 K51 High•Uvnolh bolN(%'0 to,& 0) A325, tA-I FY.•,105KS1 Anchor Wes (SrgpGd) A307,pr C,F15S4 FY..36 KSI' Pipe AS00, 9rB FY • 42 KSI *LATEST ISSUE 1.3 . PRIMER. Frem5g7members shall be cleaned and prepared In accordance with SSPCSP2 a9 a minimum, and primer coated with Blgbee Steel Build! ngs, Inc.'s standard Red Oxide -color meeting SSPC No:1.5. The shop boat of palm Isthe prime coat of the protective system. It Is intended as protection far. only a short period of exposure In ordkW!Y atmosphadc eonditans'and is considered a temporary arid provisional coating. Blgbee Steel BUlldkhgs, Ina Is not responsible for any deterioration of the shop primer paint as, a result of Impmper handling and for storage. Blgbee Steel. Buildings, Inc, shall not be responsible. for any field applied paint and I or coatings.. (Section 6.5 AISC Code of Standard Practice, 13th Edition): 1.4 GALVANIZED OR SPECIAL COATINGS See Contract Documents. 1.5 A325 BOLT TIGHTENING REQUIREMENTS Snug Tlaht candidon 1s defined as the tightness that exists when all plies in a joint are Infirm contact. This may, be attained by a. few Impacts of an lmpad wrench or the full effort of a person using an did" spud wrench Hardened washers are not required except when bolts are Installed in oversized or slotted holes. Tenn i-Nlot Is the method to be used for connections requiring full . pro=tensioning. There shall fire be anough bolts brought to a snug fight condition to insure that the plies of the joint are In flnn'bontad. Solta shall then be plooad In remaining holes and the connection shall too tightened additionally by the applicable amount of nut rotation specified below, with tightening progressing systerinalicaily from the most rigid part of the joint to Its fore edges. During this operation there shag be no rotation of the.part not turned by the wrench. A925 BOLTS BOLT SIZE IN INCHES WIDTH ININCHEa SP.ECIFIERrUNIMUM FASTENER TENW4 KIP. 1010.Lt l..' SPECIFIED NUT r, „ }1} ROTATION 'ra, ii,4+ 1fX. 718' '12 - .. 113 TURN .. 1 112 TURN .. 3/4'. 11/4. 70 " 171.16' 39 SW St 1.6 -CLOSURE STRIPS ARE FURNISHED FOR APPLICATION - INMISE' --Under roof panels ateave: . OUTSIDE Under continuous ridge vent skirts. NOTE: Conditions vary at hips, valleys, fascias, mansards and can oplas referto Erection Drawings for closure applications. 1.7 ERECTION NOTE All bracing strapping and bridging shown and provided by Blgbee Steel Buildings, Inc. for this building is required and shall be installed by the erector as a ' permanent part of the structure unless noted otherwise an the emctlon drawing. If additional bracing Is required for stability during erectlon, It shall be the erector's responstolllty to determine the amount of such bracing and to procure and Install as needed. 1.8 UNLbADItJG AND ERECTION NOTBY.BIGBEE�STEEL BL�G.: IOC: Due to Blgbee Steel Buildings, Ina's Insurance policy, Bigbee Steel Buildings, Inc. drivers MAY HOT ASSIST In the unloading of aWature. 1.9 CORRECTIONS OF ERRORS AND REPAIRS (MBMA 6.10) Claims for correction of alleged misfits Will be disallowed unless Blgbee Steel Buildings, Inc. has received prior nogoe.thereof and allowed reasonable inspection of such misfits. The correction of minor misfits by the use of drift pins to draw the components Into line, shlmming,.moderate amounts of reaming, chipping and cutting; and the replacement of minor shortages of material are a normal part of eredlan and are not subject to claim. No pert of the building may be retuned for alleged misfits Without the prior approval of Blgbee Steel Buildings, intro_ BUYER I END USE CUSTOMER RESPONSIBILITIES. 2.1 It Is the responslbltity of the BUYER l USE CUSTOMER to obtain appropriate approvals and secure necessary' permits from City,. County, State or Federal Agenclesas required, and to advise,/ release Blgbee Steel Buildings, Inc. to fabricate upon receiving such. 2.2 Blgbee Steel Buildings, Inc. standard specification apply unlessStipulated otherwise In the Contract Documents. Blgbee Steel BWdingk Inc.'s design, fabrication; quality criteria, standards, practice; methods and tolerances shall govem the work With any other Irderpreiations to, the contrary not withstanding- It is - understood by both Parties that the BUYER END USE CUSTOMER Is responsible for clarification of Inclusions orexduslorrs from the architectural plans end I or specifications. 2.3 in case of discrepancies between Blgbee Steel Buildings, Iria'a structural sleet pions or other trades, Blgbee,Steel BO ings, Ines plan® govern. (Section 3 AISC Code of Standard Practices, lath Edition} 2.4 Approval of Blgbee Steel Buildings, Ina drewings and calculations Indicates that Blgbee Steel Buidings, Ina has correctly interpreted and applied the Contract Dooumenta-The approval constitutes the contractor/owners acceptance of.Blgbes Steel Buildings, Inc.'s design concepts, eseumptlons, and loading. (Sedion4A AISC Code of standard practices 13th edition, and section 3.3.3 MSMA2006 Metal Bufjding Systems Manual), 2.5 Once the BUYER I END USE CUSTOMER has signed Blgbee Steel Butidinga. Ina's Approval Padrage erhd.the project Is released for fabrication, changes shall be billed to the BUYER / END USE CUSTOMER Including material, engineering, and . othercosts; An additional fee may be charged 1f the project must be moved fnxn the fabrication and shipping schedule. 2.6 The BUYER /.END USE CUSTOMER Is responsible for overall project coordination. All interface, competblgty, end design considerations conceming any materiels not fumished by Blgbee Steel Buildings, Inc. ere to be considered and coordinated by the BUYER I END USE CUSTOMER Specific design criteria conceming this Interface between materiels must be furnished before release for fabrication or Blgbee Steel Buildings, Ins.'s assumptions will govern (Section 4 and Commentary AISC Code of Standard Predloe,l3th Edition). 2.7 It Is the responsibility Of the BUYER /END USE CUSTOMER to Insure that Blgbee Steel Buildings, Inc.'s plans comply with applicable requirements of.any governing bullding authorities. The supplying of sealed engineering data and drawings for the metal building System does not Imply or constitute an agireenterd that Blgbee Steel Buildings, Inc. or Its design engineers are adlng'as the englrre&of . record or design professional for a construction project These drawings ere sealed only, to certify the design of the structural componerds furnished byBigbee Steel Buildings, Inc. 2.8 The BUYER I END USE CUSTOMER Is responsible forsettinganchor bolts and erection of steel In accordance With 'Blgbee Steel Buildings, lric:'s-For Constructlon'.drewing only. Temporary supports such as guys, braoes, faisswork, cribbing or other elements required for eredion opetaffon shall be determined and furnished and Installed by the erector. No Items should be purchased from a preliminary set of.drawings, Including anchor bolts: Use only final FOR CONSTRUCTION DRAWINGS' for this use. (Sectlor7 AISC Cade of Standard Practices, 13th Edition). 2.9 Blgbee Steel Buildings, inc. is responsible forthe design of the anchor trolls to permit the transfer of force. between the base plate and anchor bolts in shear, bearing and tension, but Is not responsible for the transfer of anchor boltsroes to concrete or the adequacy of the anchor bolts In relation to.the concrete. Unless otherwise provided In the Order Documents, Blgbee Steel Buildings, Inc. does not design and Is not responsible for the design, material; and construcilon of tre foundation or foundation embedments: Tire BUYER/END USE,CUSTOMERshould assure himself that adequate'provbsloris are made In the foundation design for loads: imposed by column readlons.of the building, other Imposed loads, and bearing capacity of the soil and otherr conditlons of the building site: ' It Is recommended ihat the.androrege and foundation of the bullding be designed by a Registered Professional Englneer experienced in the design of such structures (Section A3 MBMA 2008 Meter Bulldlng Systems Manual). " 2.10 Nonnelorecdon opereticris Indude ems code.cUbnsof minorffWts by moderate amounts of reaming; dripping, welding or cutting, and the drawing of elements Into line through the use of. drift pins. Errors which cannot be aonected by the foregoltrg means or which.haqulre major changes In ffiembar configuration are to. be reported Immediately to Blgbee Steel Buildings, Inc. by the BUYER I END USE CUSTOMER to enable whoever16 responsible either to coned t�hQ r�gipapprove the most of dent and economldai method of correcflcn!to 14l TcFs°�Edt�18ri 7.12 AISC Code of Standard Practices, 13th Edition), �,11 , V% ,4 .� U ��1 tea: L /1i •�•C • s :mod V ►fin 6805'1 Ac 'STATE :OF XI 's®J5� :�N AiL. 011 I N - So' Jan �,' jim-irs V, 2.11 It Is not permissible to cut, drill br alter a metal building oomponanta supplied by_Blgbee.Steel Buildings, Inc. unless;such work is dearly specified In the contract documents or verified In writing by Blgbee Steel Buildings, Inc, Whenever sudrwork Is specified, tie:BUYER % END USE CUSTOMER is responsible forfuinishing complete Intonation as to matadata, size, location.and number of alterations prior to preparation of shop drawings. (Section 7 AISC Code of Standard Practice. 13th Edition). 2;12 WARNING In no case should Atuminlzsd Zlnc steel penels housed in mrhJundlon wvlthlead or copper. Soth'lead and copper have harmful corrosive etfeds on the Aluminlzed Zinc alloy coating when they are In conted.wlth Aluminized Zinc steel panels. Even rurn-oif from copper flashing, wiring or tubing onto Aluminized Zinc should be avoided. 2.13. SAFETY COMMITMENT. Blgbee Steel BWldings,Inc. has a commitment to manufacture quality building components that can be safely erected. However, file safety'eonanlbneht and Job site practices of the erector are beyond the control of Blgbee Steel Buildings, Inc. it Is strongly recommended that safe woridng'oondl1I= and aci:kent prevention practices be the top priority of anyjob site. Local, State and Federal safety and health standards should always be followed to help Insure workeirsafery; Make certain all employees know the safest and most productive way of erecting a building. Emergency procedures should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use of - hard hats; rubber sole shoes for.roof work; proper equipment for handling material, end safety nets where applicable, are recommended.. SERVICEABILITY_ CONSIDERATIONS 3:1 Deflections of bulldinge and building components are part of the oventu serviceability a(teda that roust be carefully considered by the BUYER I END CUSTOMER for a building project, The AISC Code of Standard Practice stipulates that when a fabricator has both' design and fabdratlon responsibility, 111 a owner must pmvlde the'penormance criteria of the structural steel frame'. Absent of this aterta It Is the design practice of Blgbee Steel Buildings, Ina to use tlhe'SeMoealiW Design Conslderbtfons for Steel Bu(Minge; AISC Design Guide N3, as a ,ub nce fa minlmum standards. ATTACHING BUILDING MATERIALS AND -COMPONENTS TO THE METAL BUILDING 'SYSTEM' - 4A Spedal care and de telling Should be ixlnsideted whenettaddng building. materials and components not designed and Supplied by Blgbee Steel Buildings, Ina, to the metal bullding system. In areas where snow and loe accuin6latlone, cen occur' vertical defections of the structural steal frames and pudins ran. be an Issue when: 4.1 a Attaching stud walls directly to the metal bullding framing wtho<d allowing for connection eflp at the well I buliding Interface; Even a minimal amount of Vertical deflection (4/- %') of the structural Steel framing con cause a metal stud to defied laterally 5'to 6' when no allowance for bulking deflection has been made. 4,1b , Suspending ceilings from the structural frames orpurtins. In hallways or.sniall rooms the ceiling should be supported from permanent wags or partitlons:. in larger rooms where the ceilings must be suspended from the metal building system it Is Important to allow the calling to deflect at the outslde walls at the.same rate It deflects in the genter of the room. if the celllng Is -iupported contlnuo.usly along any non-yleldlilg wall while the'rest of the calling is deflecting; obvious problems gays: BUILDING POROSITY 5.1 Blgbee Steel Buildings, Ina assumes that all overhead doors and all windows and walk doors whlch'are not furnished by Blgbee Steel Buildings, Inc have been designed to resist the required wind load of your building. In many cases, openings which have not been deslgned for full wind load will reclassify thebuilding as partlally open; thereby increasing wind coefficients. Increased wlrid coefficients may require eddlticnal gins and pudlns, es well as Increased wind reaction of the rigid frames.'If you are using overhead doors, or any other material to enclose your building which has not been designed fgr full Wind load; notify Blgbee Blasi Bulldinga, Inc. In advance so that your building can be"properly designed for partially open conditions. ' BUILDING APPEARANCE •, r 6,1 All metal panels & flashings exhibit some all -canning orwave of the surface in certeln conditions: Panels & flashings that ere fixtid tolnsulated structurels so that P Ix v differential movement between the two occur, may exhibit more pronounced oil -canning when subjected to rising temperatures. Oil Canning is a natured a �0 ocd6iTbnce ln;mJla olal panels"&shing's and 11W does NOT affect the finish or � ebucturallnte ritY of theParil &11oWn0 end � therefore NOT a cause for 9 . . rejection. eIGBEE .CUSTOM- STEEL 'BUILDINGS P.O."BOX 2314 ' ;. MUSCLE SHOA11B. ALABAMA 35662 .. PHONE:(256)353-7322 FAX:(256)3B1.9E69' NOTE TO ERECTOR: THE ERECTION INFORMATION PRESENTEDON THIS DETAIL SHEET IS PROVIDED AS A BUILDING SUPPLEMENT TO THE ERECTIONS DRAWINGS SUPPLIED.WITH YOUR BIGBEE METAL BUILDING. ILLUSTRATIONS AND. TEXT ARE TYPICAL FOR MOST STANDARD BIGBEE BUILDINGS, ALTHOUGH VARIATIONS MAY OCCUR DUE TO SPECIFIC CUSTOMER REQUIREMENTS OR SUBSEOUENTENGINEERING CHANGES.' FOR THESE REASONS, ALWAYS REFER TO THE ERECTION DRAWINGS SUPPLIED WITH THE BUILDING SHIPMENT . BEFORE BEGINNING THE ERECTION PROCESS. IF PROPER DETAILS ARE NOT SHOWN ORA QUESTION ARISES; IT IS RECOMMENDED THAT YOU CONTACT BIGBEE STEEL BUILDINGS, INC. FOR,FURTHER_ INFORMATION; - (WATTS:1.500.833-3378)(WEB:wwwbigbee.com) . SAFETY BIGBEE STEEL BUILDINGS, INC IS COMMITTED TO THE. MANUFACTURE OF QUALITY BUILDING COMPONENTS THAT CANBE SAFELY ERECTED, HOWEVER, THE SAFETi' COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF BIGBEE STEEL BUILDINGS; INC. ' ' ' BIGBEE STEEL BUILDINGS, INC. INTENDS THAT THIS DETAIL SHEET BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITHI GOOD . SAFETY PRACTICES. - We RESERVED NO. PART OF.THIS DOCUMENT Woe REPRODUCED t CERTIFICATION OF WE METAL: BUSDING COMPONENTS SUPPLIED ACCREDITED..- Metal Building Systems -AS 472.. - M E *: B E It - - -.--- -- -- hRAWDIG NNF7- GENERAL NOTES aaTatLm - . FULCRUM .CONSTRUCTION -_ DAPHNE AL . 15571 "DS_-Dugs - " 15571 WAVN _ 71ESL01sip ` _ ' DRAVING 9 - W� - D-0 0�- i DA,m ae/2d/20:: 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:. -THERTU CURBS SHOULD BE SET SO THAT THE SUPPLY/RETURN OPENING I ' N THE CUR i B IS CLEAR Or FRAMING, PVRLiN.S, AND CABLES.'RTU'S ARE TO BE INSTALLED ON SUPPLIED BEAMS AND AT LOCATIONSSHOWN. EXACT DIMIENS10i NSFOR RTU BEAM LOCATIONS 1ARE S HOWN ON THE FRAME CROSS SECTION. il-li 3JAL- . ItAi J . T4. +_11 314r Cmp6r*nfs C.(Qdcft Wkith Length PreswAre(psf Sucilory(psf Zone (ftM Member_ Panel. Member! Panel 17.98 M72 -43.99 51M a 8.40 8.40 17.98 PZ72 -6179 -88.93 3 2180 e.40 17.98 22.72 94.58 616U 4 5.60 P-80 17.98 2a7P -94.58 -46Q0 5 8A.0 8.40 2E72 -84.90 -117.6 6 .17.98 4123 5111 -45.59 755.37 7 5.60 41.33 5M1 -48.78 - 68.11 8 - 41.30 5136 -45,60 55.40 9 5.60 41.30 51.10 -48.79 _ .68,14 S 1 .1 : 0.- R FPAN­ o.. A J" AH .4 2 AIZ 325 27 /;41. 2 & 1', A325 fi3/4!' 2. -:2, A325, t-3Y4 A A307� 726 1-174' .1 _­2 11441 3L4 f -'6 . . R C STRUT -.CUSTOM S= BUnDMGS---- , P-0. 130K 2314 - guls%g -MOALS, AMBANA 95662 PHONE.-056) W13-7322 FAK(256) 3111-9M - 0 6 TE Of' k ALL RIGHTS RESERVED. NO PART OF i-HiS DOCUMENT MAY HE REPRODUCED IN MY FORM OR UY ANY. MEANS WITHOUT WRnTEN PERMISS ION. GCOPYRIGHT:2020 REVISIONS' _ No DATE wDESCRulm l. pmr Metal BufldingSy stems AC472 M. E '-M- 8 E R DRAVM-NAM DESIGN .SUMMARY FULCRUM .CONSTRUCTION DAPHNE AL DOLLAR GENERAL FnENAM 15571 IDS -Digs 571 DRAW Ksm SF was CHMD 2q,624im Ds-1 W FLANGE BRACE TABLE FRAME LINE -1-3- 4 5: W . I . D S1861MARK ]LENGTH OFFSET- .1 2 3 .4 1 :1 1 "1. : FB311.31- FB32.81- FB33.81- 1FB34L- 2"'' 2'-B 2'-9 W4" f-W" i � fm-10 3/4'!, 1'-10 3Y4". 1%;-10 3Z4' 1'-6-10 3;(4"- - .BASE,'-PLATE'.TABLE' Col �ptctqd-Size, Mark '.Wdth Thick 1wiih7. -87 110" BP--;2 87 -1y2! 1'4�0- 3-- -w M&k 0 Th p x In%ijetfi 06 e w 71,1,11'redii, Thick :Lenat-.- h RFI-1 11.0/11.0 10.250; 13'-1 1/2" 16 x ,3/ x. 13'-1 118" 6 x x 11• w 6 x 3/8* 11'-2 1/8" RFI-2 11-9.Asi :2& /223.5 0.1-88 0.1188 1 0.88, 11D:-1 ?/16'! 19, -11 W-11 1/2! x 11V . x 3 . W-11 . 7/16- 6 x i �4; 1-6'1 6 x I x 29 r005/1/ RF1-!-3 2&5/23.51! 23. 5/ff50.1 1 0.188 88 . 19'-11' -0 1/16" 6 x 3/8' x 27'�-1.1 1/16' 6 x 111/2"x 27'-10 5/16* RFI-4 11.0/11.0 0.313! '16'43 3/8" 6 x 3/6" x 11 1 '6 x IZ2" x IV 3 8 6 x 112' x 12=111 7/10" RFil"S 'p6x1. 8 . 8 EQ' 1, W600 7. CON NECTION PLATES; IL�-j AR-1 013 CUSTOM STEEL.BUILDINGS P-0-'BOX 2314 MUSCLE SHOALS, ALABAMA 35662 PHONE:(256) 3834322 FAXVW) Sal-8-669 .4111 No68.051 fir: W* STATE 'OF CA f"Sm o . - I)., W,0 12 b- 0 4- -6 Vu;o 5 .4 RIGID FRAME ELEVATION. FRAME LINE 2 3 4 5 A.ULRJGHrS RESERVED. . NO PART OF TmS 0 . OCUMENT . MAY BE REPRODUCED IN ANY FORM OR BY ANY MEANS WMIOUT WRITTEN PERMISSION. COPYRIGHT 2020 K"WoNs- . 1. 7e7.. CERTIFICATION OFTHE METAL BUILDING COMPONENTS SUPPLIED SGogu n inc rsU EmSTEEL outLDN13 S:tNc: P1JHCK%S00ROE2-1K ACCORDANCE WITH THE ERECTION DRAWINGS AND EXCLUDES ITEMS NOT SUPPLIED "o THE UKDERSJGNEDI- Nd.7%- THE OVERALL PROJECT." .13 ACCREDITED' 16, Metal Build-mgSystiTs L All 472' 4. E7�R meWR DESIGN SUMMARY FULCRUM CONSTRUCTION BP-2 i DAPHNE 'AL DOLLAR GENERAL FORT PIERCE FL i5Wi DS- wCOM71 MW N mm WAWM 4 NONE DS-2 I -0 LOW SIDEWALL NOTE NESTED GIRTS SCANN-E�D BOLT TABLE FRAME- l: NE 0 ;LOCATION:. • ' UAN -T. 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H.L. .. 4' 4ES[GN• CER77FICATfON - - CERTIFICATIONOF THE METAL eU6DWG COMPONENTS SUPPLIED � DY IGSEE6TEELpURDb.'C.9 U78'gLR!lTEO.TOT¢. LO iEBT�iIEEIIfETUF WCS'PJC:. PURCHA5EOfl0ER"5 THEB tIC a ACCOROANCEWTTH THE ERECTION DRAWINGSANO EXCLUDES } _ T[EL/S NOTSUPPLIED BYHIGOEE STEEL SUILp ING' T CKI N0ER17 MIED hro�_ THE OVERNI:PROJECT. 1 1 ACCREDITED' . Metal Billd'mg Systems AC 472, M : EQM ,'e; E, R— I DESIGN SUM-MARY FULCRUM CONSTRUCTION DAPHNE AL DOLLAR GENERAL FORT. PIERCE n . 15571 - DS- O&W DE Mon SFA!r NONE DS-3 APPROVED - m OB%25%20: tBOLTJASX FRAM s1 _ OW U Cor Column ;Ro A 25 - 8 . ER-3/ER 4.' 4 "A325 51 ' a 4 025 S 8' I�ul�]�T.•1�;�Q114.C�if*.1� m1�31!ZL•�L7131i CUSTOM STEEI. BUILDINGS P.O. BOX 2314 ' - MUSCLE SHOALS, ALARWA 35062 PHONE:(i50)383.7372 FAXJM)3014s5 § �`gQi�eplorb�®r. ^ N 68051 1�1' .� . s�,�� pi.r a4 #j.° biv fat - �dAi6:6t 9 �, .1- i ALL mHrs RESERVED: No PART of •iHls DOCUMENr mAY sE REPRooucm IN ANY FORM oRBYANY.MEANS wm4our WRiTTFN PEiU9SSIOW © COPYRIGHT 2020 vonw ••r•+-- .grotig� wt3R35 .. VYBX10 REVISIONS' . �J EN 1 e DWALL FRAMING: FRAME LINE 6 - • FLANGE BRACES ARE REQUIRED AT-- EW RAFTERS14 -- -- NOTE NESTED - GIRTS - ' .77 11OLT TABLE - - E -UNE . ANG A A CONN GiION' PLATES: cERvitcnnT.ioN Oi_TK niTALsuaaND cOWMENTs SUPPLIED A N AIAE•LIN WDGAEFSTEELOUILOWGS W 15 LIDITED TO Tf1E:- . j, ors umn' o A K .. N -- R R LaAlu'�SR[�FLEDaATFEBr�s*EELmmnwrs:6rc.. / PURCHASE OIDJER.':THE ER-1' ER 2> h .A325 5/8 I Fa25L. 12 OG.— ACCORDANCE WITH THE ERECTION DRAWWGSANDEXCLUDES RAFTER : ECF TO, EO'UMN. -- $ _ 325 . 5 8'- _ ITEMS NOTSUPPLwGYasomE . 8U0.DWGR CLC ; 'l- _ -._. -- -- - - --. _..:7D•-DAL:_. -- -- - -TTHE OVERALL L*OMJECLOTTO OR __'_' _ 12 ENDWALL FRAMING: FRAME LINE 1 ACCREDITED' Metal, Building Systms AC 472, M" E _'M.. B- E R i DESIGN SUMMARY FULCRUM .CONSTRUCTION DAPHNE AL Prdmh— . -- - - _ -- - DOLLAR GENERAL FORT .PIERCE FL. "Le15571 15571 - ,DS=Divgs CHEWM scALe NO