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HomeMy WebLinkAbout3795 Correia Dr (2)Page is too large to OCR. Page is too large to OCR. a u i DE51GN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED BY THE F8C 17 - 6TH EDITION IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM T14AT THESE LOADS COMPLY WITH THE REWIREMENTS OF THE LOCAL BUILDING DEPARTMENT. SPECIFIC LOADS: SEE STRUCTURAL CALCULATIONS AND FOUNDATION REACTIONS. II BUILDING RISK CATEGORY 2.000 psF DEAD LOAD 20.00 psf ROOF LIVE LOAD Yes LIVE LOAD REDUCTION ALLOWED? 5 pef COLLATERAL LOAD 0.0 psf GROUND SNOW LOAD, Pg 1.00 SNOW IMPORTANCE FACTOR, Is l40 mph ULTIMATE WIND SPEED lob mph NOMINAL WIND SPEED 78 mph SERVICEABILITY WIND .SPEED 10 yr SERVICEABILITY WIND RETURN PERIOD B WIND EXPOSURE CATEGORY t0.9 00 INTERNAL PRESSURE COEFFICIENT, GCpi Claw WIND CLOSURE CATEGORY 1.00 SEISMIC IMPORTANCE FACTOR, to 0.068 MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS, 55 0.034 MAPPED SPECTRAL ACCELERATION FOR 1-SECOND PERIOD, 51 A SEISMIC DESIGN CATEGORY 0.01 SEISMIC RESPONSE COEFFICIENT, Cs 0.072 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR SHORT PERIODS, SIDS 0.054 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR I -SECOND PERIOD, 5DI D SITE CLASS 0 RESPONSE MODIFICATION FACTORS, R-FRAMES 0 RESP. MOD. FACTORS, R-BRACING (F-SW) 0 RESP. MOD. FACTORS, R-BRACING (5-.5W) 0.01 W DESIGN BASE SHEAR 0.1 ldps LONG. BASE SHEAR 0b lips TRANS. BASE SHEAR Slog-B 0.01 W DESIGN BASE SHEAR 2.3 kips LONG. BASE SHEAR 1.5 kips TRANS. BASE SHEAR UNIT LATERAL FORCE (Fx-0.01 *W) ANALYSIS PROCEDURE ** N/A ** Seismic Resisting Systam -TRANSVERSE (R.F) ** N/A ** Seismic Resisting Systems -LONGITUDINAL (F_SW) ** N/A ** Seismic Resisting Systems -LONGITUDINAL (5-SW) It N/A a Seismic Resisting 5ysterns-LONGITUDINAL (L-EW) ** N/A ** Seismic Resisting Systans-LONGITUDINAL (i -EW) SPECIAL NOTES 1: The design, uprply, and lrratdldian details For door(s) For Metal Bulldirg Mmufacturs framed openings am by others. 2, Far macho~} supplied by Metal Building Mawfadurs, an EP sheaf EM for mmufaatune and kistdlotlm details. SPECIAL NOTES 1: Gins we rat allowed to be cut for field located framed opemhp unless approved by the agireer. Also, field located framed apmhp may cause gK sites to aaW from crigined desrgs. Z This build'rg has been designed for a wind speed of 140 mnh. It has been desigrw;d assumng any/all plating will be protected per the IBC 15 building code such that the building will randin classified enclosed. The design of the 910irg and pvoiectlan is not part of Metal Building MawfadLvse s stops of wank. FLORIDA APPROVAL NO. LOCATION TYPE NUMBER ROOF PBR 7396.6 SIDEWALL PBR 7395.2 ENDWALL PBR 73%.2 BUILDING SPECIFICATIONS 1 4 1h4 shown m these drou * hs been deei W and ddabd for the bads and medtas d1pubted by Ow bU r of catifaitioN so Any dAil ms to tlis bsldrrg qAvN nomd of arty of its unwwb or parts, modi'aatim of the MUW ad -wee, mod'rfioatkrs in cladd'rp err any other &ndiam from the wwd mndtiaa far Ouch do b m*q sydan ws deelo mry be elms a* with tm w tar appn W of a rrogistm+ed w"ed aWar a m istas! prefeesiard onpor, oe applloddethe emW bu'id'rp rrwwrFadrra (W) will assume no reepoinis'6ty Fw any of the dwpes metWW drove W poiannad without prior wft appaad by tm MBM. This bald'rg sydan has been deei W per % M9M's *ndad design and mmukdwq pratm, the 1i " buldrp c, ad the le Won of the bwld'ng node,*nmaed AK AN, ASCE, and AW5 standards. % baldiop system has also been designed in accerdoze oath all appbodala garisims of Otm blest ddlian of Mft MM &"V Sys a s Mmual. In cpplkatiars mhdrq stnaturd steel deck and dell j", ik Gob rek's adtiarm of appliubls SDI and SJI stNAIvIs, mvedivsly, um deo applied. The hB'1 does net deign or deck wMWm or am W a mffWkn *Wm for the boVill sydan supplid and b rot reeparsible for the adegmcy of spedW "Vim and aV carmonsil m mnpmab. The 6d User skald ram td adsgrate pnfirbiae ore made fer vmtildiar tardawtimr " e um mess TOM reoyi+m N& N MOM is rat reeparsble far the design, rrdsich and vu rk wmtap al' the kuno' let or the ma ww of the buldng system to the faudatim. Ww belt plms prepared by tm MM are keM to show ally bathe, ilia-Aw, and projedm of andww bags na*W to dtadr Ohs meld bolding system to the Ordatim. The and user is responsible kr aq#q the wvim of a liaaeW Rvkesiord &#w to Wkrm kundatim and kmdolim nhora0e dope The ft*ssiad tirpineer deeigriq the kmdobm sholl d tamirm the &depute andar belt mabrid type and gtida, endear bolt anbedramd, ash say asctwrge ranf'a+carrrart to aoaarrraodata tk gnar ender bolt locatims, gwdity, and donate. Unless noted Wow m the Letter of Catifadian, the buiWq system by the MBN is ewrnpt from the ASCE 1 *ulatad seen. drat I'ndldiora. The ad seer sidl issue tld all the ideriar and ads* dtodmerds ad dmWkq by others are designed to amarrrnodde adimic drift. The f BM does rot iw stigats the ir${uarce of 6s metal bslikig gskm m uWq ;wading* or i4niches. The ad user shall @papa sanin of a knout R kullord Egimw to awduda Odha such bildrgs and *troches are adegda to resid mow drift bads ar other aonddiam as a remelt of the preeaaA of the Meld 8raldhg System. The motedols weed In fabri d orr or prirwy and se=Wy steel F►aniq. members, as well as niloW aoceaaries are shown below with their mreepmdrq ASTM deeigdm *m the mnpTimoe w m t s boaq rode mmdated ad0im aF the AISC 5dsmic Provisias 6 neighed, mly eraleiab oppnand by tees Fw6ios ere used. Butt -up Sectim FWp (Fy - 55 hod); AV% AM or ABA Built-up Satim h4ekm 4 Carmdim Plates (Fy - 55 ksi); WI, AM or AB*, 1bt-rolled w-giopn (Fy - W W), MV err AM Nod -rolled C roll L-shapes (Fy - 501W); A5A or A6M- Nd-rolled Rods (Fy - 55 lot}; AN err A57$ Cold4 4mod C, 4 and Ill shapes (Fy - 55 W); ALAI or A653; Prods, A712 err A663, Gr. 50 kr Go. 24 and Wdoa, Gr. 50 for dhas; Ramd Tube A500 Gr. B (Fy - 42 W) RxtffWW Tuba AEW Gr. B (Fy - 46 W) C E*lts (Gr. 56); AM, or A572 Um, AM6 Nil" Way hn, A48 S vdird Bob, A307 Gr. A, A3Z5 4r. C, MV Gr. DN (used as rated in nod wtim) Unless noted othasuiee and except for arms swi system mrmctorae, d MW joints still be awg-'tiptdamd in acmrdm with the kw edtbn of Spea'Fa im for Structurd J*b Ueiq AM A325, or AO Bolts (RCSC). All Ale name support system g0katim shall be prate iul s roow! by f%X AD Fray fharm WW wratias use A325 bolts,, srkes anted atmnwbe. Alt and -plots msmetimm in ml l-Famed sled frarms use A35 bolts, Weis noted otionul a. All gray stneduel mwbers tee bee pairW with the mrirwm of am coat of ire +wide bdrbitve primer. All *vdwd steel meml= hove bom parried n axordmoe with Stall Strudues Pdriliill Comal *dii otiar, 56PC No. S. . Shop and floW islixtin and asockW fees roll agersm are the resposrbrlity of the axdrador, unless riled *at(,, REVIEW OA J 7CITYCI ZEPHY FIRE AND LIFE SAFETY EXAMWERp ALL RK SHALL ACED S COMPLY WITH D STANDARDS CONTRACTOR RESPONSIBILITIES The mnbeder meet soave all repined ap w* W perr* k' to projed fFan is appna As ogee+.;* n M mrrglimoa aft dl appCable lord W state loos W MAWm n acmrdara Ah tm Sec. Q of the;test *Wm of the AM Cade of Stmderd fhaib and tlm MrA Comm Wi*y Phase, m apprad $ therm dramas and mWoliars (i *W*) mrot6 *A m agreanad td tm W has on* idepmW is nipw wits of tm witnod kQj drawi% spoT ahn and all *a mrirand mWarrak In a000 nlow Wth Sr- 33 of the ldeet seldom of the AM Cade of 5tarW flactioa, on dsxnpm w must WA= arose drmipa and the dni irgs p 4 ed by the filer trades, such a , , Onbad Wwlk tees drauirps provided by tts MM old puma. The m tndw is responsble far tm erode $ tts with buid'rq system and aU wedde f wk pertarriq do* in a000ntare with the 11111's 'Far Cas vcw daiips. D IOW net rrwfaed Yror Casbadim' drop rot be reed n the +radian of the rft kaft sysIv% n =cardwa with Sm 1.10.3 of its ldeet adin of is ABC Cade of 5tardad Ratiae, tawny ewpports such a guys, hvo% f ouorir, dwiq, ad other shreds rmomy to do MM a desigW hr Wvios aorn a wo clown a& the bu0diq calla nkidw id aced 116 syatmn n a mans the nwu that tk loa:lrq ivilks m Us druchn Mill woe me rot mom n err port of is strudars th,#A as mewm proaeea. bg nopirdla for tdofq q rnpid,c dope to tdttd swap elan; me ffepo b � and aor&cted. P the M9M The mdroder step R is the mpaerlrlk of tts 069tor to abo W and q* ell psrti wit OSIA and other nwdotay 90* prorniam Ths =Wdor is respaai s far the rmxd m of ell of the MIS A"" received. Any d*M OF rrm-roc" iterm must be repabd to tm Mp1 in and q uithln 5 busimas days. in ado to mddoir W qdi 4aadn and to go* far ra'rdr went, ay fbld mWo in of sy repwW defeddre @mn may rot In pe Wned wbA a prig eafttm mkiumit; by the Mgt TIE MOM shag rot be INW 6dk fe any ddna uddsw, iadrd% but rod WWW to, labor daa'gae err mreeopmdial dory%%, reaut'tq from the CadnactaAmdar's use OF deWW err hwmd mdsrids the asn be deAW by viewol ir�ectim THE MOM is rot neeparmbb It ndarW kmaegsd n udoo&q err Far padaaged or reeled mdoriol; i=ft bat rot ignited to, b tmers, suet nmld, 'C ad'P sedias, ad aoaenq Rob tot bomre wet aadtw ere darmgad by ureter wile n tm poomm of dies. Pndeaped err noted mdciats td boom wet n tnoreit shell be apodaed, metalled ad drill by do antradar. Kh m* d to all dher bunking W"n eroctim arpeds rot mrldia W above, tk mdnadar shay a* Toth W Sec 6 of the MW Camera iota by f4+adioesfor any apeds of tm sedionn rd as wW by Ohs MA Cmmrm kdaliy Rnctiras, tm prerim of Sec 1 of tk bled Am of tts DISC Code of Stmdard Ridics shal apply. r_2a-, r_2a I h L w J (BLDG-A) a ■ 5.O R (BLDG-B) a - 6.50Ft Cmmnonent and (:laddinn Deainn Pre44ijreR (nsf) Arse ft) Zone 1 2 3 4 5 10 16.00 -38.25 16.00 -44.22 16.00 -59.16 32.27 -34.96 32.27 -43.03 20 16.W -38.25 16.00 -43.32 16.00 -53.77 30.84 -33.53 30.84 -40.17 50 16.00 -38.25 16.00 -42.13 16.00 -46.63 28.95 -31.64 28.95 -36.39 100 16.00 -38.25 16.00 41.23 1 16.00 1 -41.23 27.52 -30.21 27.52 -MM Area% Zone 011ERFfANG 2' 31 6' 10 16.00 -53.19 16.00 -83.07 -110.56 20 16.00 -52A 16M -74.07 -99.76 50 16.00 -51140 16.00 -62.18 -85.49 100 16.00 -50.20 16.00 -53.19 -74.70 BLDG-A t B. Negative values signify pressures acting away from building surfaces. McaftWincopefthkidiomed w4 deflvvaW b' i0 m=dwb r aaty =d pale so* i doom With bwf, Sian deal p almd moth mlatim boift& Sealed d>alarbp do ndcoadb* = a gmal d dodo soodatigimwigacdq au t>te angioeet Q(nWed fW tb0 av+e Mn PO j0CL 10125111WY. 6 WWr BAZSS14NIA N1111111.38" CArl89S8 "s`sslseerrl*p, H P S.."y "0: No 48014 e STATE OF .•� ° �'•`•°' ���*"ilia/ j rr*resrr<icesa ffi� BY: SI.B CAD BY: 171. Digr BY: 1T3. C®BY: 314t6. ANCHOR BOLT SUMMARY MY Locaw � Type �in) • 24 3070 WD 1/2' WEDGE 2.50 • 44 Jamb 5/b' F15554- M 2.50 • 20 ErAW l 3/4' FFj% GR36 2.50 • 64 Fram 3/4' FISS4-QM 2.50 • .4 Soldier 5/8' FISFA-GR36 2.50 70'-0' OUT -TO -OUT GENERAL NOTES I. All bosepkdes @ sane elevation unless rated otherwise. 2. Anchor bolt d&* for embedment is not by the manufacturer ad must be determined by the fo ndatim engiraa•. 3. See bast plate d"s for correct placanerrt of anchor bolts. Lau Eam Ve) l.ae Ewe t— ANCHOR BOLT PLAN NOTE: All Base Piates ® I00'-e (U.N.) 09 1 1=HWY. GWBST BA188VI IA N& MM "', 7ijRj�dh NG E I.....S�FIj°rr. .• V / NO 48014 s w Np '• STATE OF O t�D®ttiit�x41� PltOP8391, IT um ©NONE NOON■ NOON -. ♦1. '.,-4 :.{ I ■■■■■I ©■■■■ NOON■' 11• mm BY: SLB CAD BY: W.L DBT BY: m C® BY: W B18-9334 VMS: AB1 of 4 Dia= 3/4 A -bait N r3p L 411 L 61 DETAIL A Dia= 5/8" 8' 1 I 4 11 2{I 21 Qil See Plan DETAIL 5 Dia= 3/4' Qq c) Ole 1 40 o oje 30 20q 8q 'DETAIL C Dia= 3/4" 8" 1 o ®Io I 3a► 2u21 8" yes Plan DETAIL D Dia= 3/4" 8" T f —r — can I 4" O Ole e N 3 2"�2° 8" See Plan DETAIL E Dia= 5/8" 5 SW �+ N DETAIL F Dia= 3/4" q 1411 J 3" DETAIL G N Dia= 3/4' u 2" 2' W --r _ 3" ]411 a oIo 8" DETAIL N Dia= 3/4" 80 ®ice 4" ®Ie N ` 3 —I— ,i 2 8n See Plan DETAIL K Dia= 3/4" 8u co I 11 Q, 3q Zq ,�.211 See Plan DETAIL L Dia= 3/4" Qn OH DOOR WIDTH x 10'-0' REf�lIRED 8' 1'-M 2 I/r PRO.I R/A52 F.O. FOR OVERHEAD DOOR MGM DIET (111110 SHEET NOTCH) DOOR WIDTH 30i0 (140 mph) REQUIRED 13' FINI94ED FINISHED �''i 2 1/2' PROD FLOOR FLOOR 1/2' PROD I FLOOR FEED AT DOOR .IAI•� HALKDOOR ANCHOR DETAIL AT SUB JAM MATZ hwo SHEET NOTCH) 5/8'� ABOI.t 8" JAM55 n M LINE F.0, (1) 20-71/2' x r-r REQUIRED (1) 1214 x r-2' REQUIRED PROJ 4' FINISHED (1) 10'-0 x r-r REQUIRED FLOOR (1) 6'-0' x T-2' REQUIRED 2 (6) V-0 x r-r REQUIRED J/AB2 FRAMED OPENING ANCHOR DETAIL AT MR w/o SHEET NOTCH For Owsa Service' 4' r—f— —I— — far C OHtJEFF � ��DI 4" 1 o JOS HBZLLUM 4" 3q :J (M! I q L _ -J 2 W — —I— — all ffi1CiINB�tIIJ(i SEAL '1'bia cafiicadan co pale Wdcated ad q w ddbmd by bo maaoa6lU I a* ad himdodon ded aad mcdon of fro boiWW& Set Plan pn Soled diswlip do not coodkoft an agwomeat TAIL J DETAIL M fbatfi a aigmdalgiaewit acdog asfba aagioeer of record �orfha o�auaIlpacojea. rr_ SECTION CONCRETE; 'EXCEPT AT O.N. DOOR FRAMED AaB;mLnmSY3TZ LW wl" Hw.6 W84P BATBSM-M M 38bQ6 CA#Illm .•�\%ENS ;!� No 480 • O +� • STATE OF 'ttIZAl PR 8C>IE��.xBN(iIIN�t milli . • ©SEES ■SEEM ' SEES■ . ■ESE■ ©SEES ■SS■■ WOMEN SEES■ o_■■■■■ i I i — f f ffi1T(i BY: as Um 3 HIM L C!m BY: CAD BY: Tu DSTBY: FRAME LINES: 3 4 FRAME LINES: I _1_I1.0 111 I _ l l l_ _jL. _ _ _ _. I I I _ -1 N IV IV LINE RIGID FRAME: MAXIMUM REACTIONS, ANC14OR BOLTS, 4 BASE PLATES Frm Col Load Column-Reactions(k ) kyw V Load Nmin V Bolt(in) Base-Plate(in) Elan. Line Linn Id N Vmax Id N Vmin Qty Dia Width Length Thick (in) I F q 7.8 10.0 2 -5.5 -7.4 4 0.750 8.000 12.75 0.375 0.0 3 7.0 11.1 8 -4.8 -8.6 1 A 3 6.7 -10.6 8 -4.1 Lq 4 0.750 8.000 12.75 0.375. 0.0 6 -2.6 8.0 q 6.0 -12.8 1 D q 0.0 -16.0 9 0.0 -16.0 4 0.750 8.000 14.00 0.375 0.0 6 0.0 8.2 1 B 8 0.0 -10.3 8 0.0 -10.3 4 0.750 8.000 14.00 0.375 0.0 7 0.0 11.0 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Column-Reactions(k ) Frm Col Load Nmax V Load Nmin V Bolt(in) Base-Pk&(in) ELL. Line Linn Id N Vmax Id N Vmin Qty Diu Width La-gth Thick (in) 3$ F 5 4.q 7.4 10 -5.1 -5.4 4 0.750 8.000 10.75 0.375 0.0 1 2.8 ll.q 8 -4.5 -9.2 3# A 11 4.9 -3.0 4 -3.2 4.2 4 0.750 8.000 10.50 0.375 0.0 1 -2.8 12.1 12 -0.6 -5.2 3$ Frame lines: 3 4 I ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Column.-Reactions(k ) Frm Col Load Nmax V Load Nmin Line Line Id N Vmax Id N 1 D 4 13 3.1 -5.2 14 -2.6 15 0.0 8.5 13 3.1 1 B s 16 3.6 -11.2 17 -3.5 7 -0.2 11.6 16 3.6 s5ee Rigid Frame Interior Column Reactions V Bolt(in) i ow-Plate(in) Elev. Vmin Qty Dia Width Length Thick (in) -5.2 -5.2 -11.2 SOLDIER COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Column-Reacti"(k ) Frm Cot Load Nmax V Load Nmin V Bolt(in) Base-Plate(in) Elev. Line Line Id N Vmax Id N Vmin QLy Dia Width La*h Thick (in) 2 A 18 1.4 -1.2 Iq -Lq 1.4 4 0.625 8.000 12.00 0.375 0.0 20 -1.2 2.8 21 1.4 -1.7 BUILDING BRACING REACTIONS * Raactions(k ) PaneL.Shear Wall - Col Wind - -Seismic lb/ft Loc Line Line Norz Vert Norz Vert W' is Note L-EW 1 (h) -W SEW5 TRANSFERRED TO BLDG-B (h) BrSW F TRANSFERRED TO BLDG-B (h)Rigid from at endu411 �LDG�A N IV LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead ------Collateral- -----Live------Wind_Laftl- -Wirx�R' htl- --WindrLeft2- Line Line Norix Vert Norix Vert "mix Vert Noriz Vert Noriz Vert Noriz Vert I F -0.1 0.5 0.0 0.6 -0.1 1.3 -7.9 -14.8 13.1 162 40 -13.3 1 A 0.1 2.6 0.0 0.7 0.1 4.7 -7.0 0.6 4.9 -23.q -6.0 2.7 1 D 0.0 1.4 0.0 1.3 0.0 3.5 0.0 3.5 0.0 -26.1 0.0 6.4 1 B 0.0 0.8 0.0 1.3 0.0 2.6 0.0 -18.0 0.0 13.8 0.0 -16.2 Frame Column -Wind-Right2 --Wind-Longl- --Wind_Long2- -5eismic-left Saismie-Right FIPAT-LL_1- Line Line Norix Vert Na'iz Vert Noriz Vert Noriz Vat Noriz Vert Worm Vert 1 F 11.q 17.7 2.5 -3.8 2.6 -3.8 -0.2 -0.3 0.2 0.3 0.0 1.4 1 A 10.9 -21.8 -1.3 -6.6 -1.3 -6.6 -0.2 0.3 0.2 -0.3 0.0 -0.1 1 D 0.0 -25.2 0.0 -10.4 0.0 -10.4 0.0 0.4 0.0 -OA 0.0 3.4 1 B 0.0 15.6 0.0 -6.0 0.0 -6.0 0.0 -0.4 0,0 0.4 0.0 1.5 Frame Column FIPAT-LL-2- F1PAT-LL-3- FIPAT L.r4- Line Line 1.1oriz Vert Na•iz Vert Noriz Vert l F 0.0 -0.1 0.1 1.8 0.0 -0.3 1 A 0.0 1.5 -0.2 I.q 0.0 -0.2 1 D 0.0 1.5 0.0 1.4 0.0 1.8 1 B 0.0 3.3 0.0 1.2 0.0 1.8 Frame Column ----- Dead ------Collateral- -----Live------W'�Leftl- -Wind_R'ightl- --Wi d-Wt2- Line Line Nora Vat Noriz Vert Norix Vert Norix Vert Norix Vert Woriz Vert 3s F 0.4 l.q 0.7 3.0 1.7 7.1 -7.8 -17.3 5.6 -6.1 -8.q -10.q 3$ A -0.4 2.0 -0.7 3.0 -1.7 7.1 -1.7 -13.5 7.4 -13.3 -0.6 -7.1 Frame Column-WirW_Right2- --Wind_Longl- --Wind-La*- -Seismic-Left Saismic_.Right Line Line Na•iz Vert Noriz Vert Noriz Vert Nora Vat Noriz Vat 3$ F 4.5 0.3 1.3 -15.0 1.3 -15.0 -0.1 -0.1 0.1 0.1 3s A 8.5 -7.0 -0.6 -15.7 -0.6 -15.7 -0.1 0.1 0.1 -0.1 3$ Frame lines: 34 Faco servim 10w Mff. 6 WBST BA2215VU8, W& 3M CA#SM \�......... No 48014 ' STATE = • •p: O� ztr: 11 di ■■■■■ ■■■■■ . ■■■■■ 1 moons o=11111 i 1l0O BY: %A CAD BY: TM DST BY: UL ®BY: SRB NUMM: B18-9334 i�rlou�t: AB3 of 4 678 5 N �IV TV LINE RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Colurm -- --pond------ Colki-- -----Live-,--Wird: LoPti- -Wind_AgW- --WIrKL M- Lne i = Mori, Vert Wont Vat 4.16m Vert I km Vert Nam Part WWI Vart 5 G 0.3 0.5 0.5 0.3 1.3 0.6 -10.4 -8.0 11.2 12.3 -11.9 7-7.1 5 A -03 2.0 -0.5 2.9 -1.3 7.0 -1.7 -19.8 7.3 -12.5 -0.2 -13.5 5 F 0.0 2.5 0.0 4.6 0.0 11.1 0.0 -26.6 0.0 -30.9 0.0 -16A Fra, Colurm -WImL ' ht2- Lne Lie 4riz Vat W' I- Noo Vert --W - WWII -Seisms-Left Hwb Vat u mc ►rix A" t FIPAT-L_- id" Vat 5 G 4.7 13.2 2.7 -0.2 2.7 -0.2 -02 -0.3 0.2 0.3 0.0 2.3 5 A 8.5 -6.5 -0.7 -20.6 -0.7 -20.6 0.0 0.0 0.0 0.0 0.0 0.0 5 F 0.0 -21.3 0.0 -33.8 0.0 -33.6 0.0 0.3 0.0 -0.3 0.0 2.1 Frame Colam MPAT-LL2- Lne Lne llariz Vert A 5 -13 70 5 F 0.0 9.1 Frw - --h- Live - t- -WWJUI- --WdVet - Lin � - } ; ix a 6E 6 L0 2.6 1.9 4.1 4.6 9.7 -13.4 -22.4 1.1 -10.4 -122 -5.6 60 A -1.0 2.8 -1.9 4.1 -4.5 9.8 4.0 -19A 12.1 -16.3 2.9 -11.1 Frame Coiurm -HW-R W' I- --W' - -569rnic-LeFt Seismic_Right -sawmic-Lan9 Lne Line Wm* Vart Wom Vart � Vert Hom Vat Nam Vat Noriz Vat P G 2.9 -1.7 -4.3 -24.4 -4.3 -24.4 -0.I -0.1 0.1 0.1 0.0 -02 6$ A 10.9 -7.5 5.3 -27.2 5.3 -272 -0.1 0.1 0.1 -0.1 0.0 -0.5 Frame Column ---- - Deal---�-Ulikerd- -----Live---- --WW _Lsl;I- -W I- --Whd-Ldt2- Line L'me Nariz Vat Nora Vert Norit Vat 14am Vat Noriz Vert Nods Vat 9 6 0.0 0.1 0.0 0.6 0.1 1.5 -3.4 -6.5 5.6 2.3 -4.6 -5.0 9 A 0.0 0.6 0.0 0.7 -0.1 1.6 -3.0 -3.4 3.9 -5.9 -1.5 -1.6 4 E 0.0 1.2 0.0 IA 0.0 3.4 0.0 -7.2 0.0 -12.3 0.0 -4.0 9 C 0.0 1.2 0.0. 1A 0.0 0.0 -11.5 0.0 -0.6 0.0 -9.1 Fram Column W 1 Lor3.4 L'me Line zd�i Nori Vert Nariz Vart Noriz�Vert Nor Nam V Noriz Vert 9 Q 4.6 3.8 2.7 -13 2.7 -7.3 -0.3 -0.3 0.3 0.3 0.0 -0.2 9 A 6.1 -4.1 -1.7 -11.6 -1.7 -11.6 -0.1 02 0.1 -0.2 0.0 -0.8 9 E 0.0 -9.1 0.0 -11.4 0.0 -11.4 0.0 0.4 0.0 -OA 0.0 0.0 9 C 0.0 1A 0.0 -1.6 0.0 -7.6 0.0 -0.4 0.0 OA 0.0 0.0 Frame Colurm F3PATILI- F3PAT1L2- MAT-LL3- F3PAT,-LL-4- Line LIM 4" Vert Noriz Vert Noriz Vat Noriz Vat 9 G 0.0 IA 0.0 -0.1 0.1 1.7 0.0 -0.2 9 A 0.0 -0.1 0.0 1.4 -0.1 1.6 0.0 -0.2 9 E 0.0 3.8 0.0 1.5 0.0 1.6 0.0 1.9 9 C 0.0 1.5 0.0 3.7 0.0 1.6 0.0 1A P Frame lkwi 6 7 6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Colunn-Reactiats(k ) Frm Col Load Nmak V Load Nmn V Balt(n) Base...PkU(n) Ea. Lino Line Id N Vmac ld N Vmn Qty Dia Width Lapth Thick (n) 5 G 3 7.0 7.9 9 -7.0 -3.9 4 0.7W 8.000 12.W 0.376 0.0 4 6.1 6.5 7 -6.1 -4.5 5 A 10 5.1 -2.7 5 -2.6 1.3 4 0.150 8.000 12.W 0.316 0.0 13 -2.1 12.0 12 -0.6 -11.1 5 F 12 0.0 -15.6 12 0.0 -18.6 4 0.150 8.000 12.00 0.500 0.0 1 0.0 15.5 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Calm-Reactians(k ) Frm Col Load Wo V Laad Nmn V Bolt(n) E n) a. Line Line Id N Vmat Id N Vmin Qty Die . Widht La*h Thick (n) 6t G 6 7.6 132 7 -7.4 -11.8 4 0.750 8.OW 12.75 0.376 0.0 1 7.4 16A 11 -2.0 -13.0 6s A 8 6.6 -6.1 1 -7A 16.7 4 0.750 8.000 12.76 0-T 5 0.0 1 -7.4 16.1 11 2.6 -14.6 6s Frons line: 6 7 6 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Calumn_Reations(k ) Frm Col Load Nmac V Load I*nn V Bolt(in) Base -Platen) Elev. Lino Line Id N Vmac Id N Vmn Qty Dia Width La* Thick (n) 9 G 3 3.5 2.1 9 -2.7 -2.6 4 0.7W 6.0W 10.50 0.375 0.0 6 2.2 4.2 Il 1.7 40 9 A to 3.1 -2.0 2 -1.5 -1.3 4 03W 5.000 10.50 0.376 0.0 16 -0.2 32 11 -1.0 -6.5 9 E 8 0.0 -6.1 8 0.0 -6.7 4 0.750 8.0W 12.00 0.375 0.0 14 0.0 6.4 9 C 7 0.0 -6.2 7 0.0 -62 4 0.7W 8.000 12.00 0.316 0.0 15 0.0 6.3 N �Y IV tV LINE FRAME LINES: 9 Q Q g 4 r - -COLUMN LINE 4 W 1 N IV IV IV I } V ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Colwn-ReocU um(k ) Frm Col Load Affm V Lead Nmn V Bolt(n) m) Elm. Lira Line Id N Vnaa( Id N Vmn Qty Die WWth Lffoh Thick (n) 5 F s 17 1.3 -12A 16 -1.2 -12A 1 0.0 19.1 17 1.3 -12A q C e iq 42 4.5 16 -3.6 -5.5 20 0.0 6.6 19 42 -5.5 9 E s 19 3.9 46 l8 -3.5 -5.6 21 0.0 6.6 19 3.9 -5.6 +See Reid Frame Wtww Colurm Reactions BUILDING BRACING REACTIONS) P -Wail - Col -WW - -S ismic (lb/ j La Line Line Hors Vat Norz Vert Wind Seis Nate LAW 5 (h) F-SA A 66 5.9 5.7 0A 0.8 7;8 6A 5.7 0.6 0.8 _ a -SW G 8,7 4.8 3.6 0.3 02 (h) 6,5 4A 3.6 0.3 0.2 (h)RigW flans at wALdl 1012i HWY. 6 WBBT BATROVELIA JWL 311 M CA#8938 01%jiep urtt11"� sy� No 48014 •• • W yt C } - 0 STATE OF W P'ROPBS6Sktd�Ai. ffi�Ci>Il�iBBR 11 T" EM BY: &21 CAD BY. U• DIBT BY: UL ® BY: SiRB nOB: B18-9334 DiWCiIi{>CI�.: M4 of 4 F I I I I I I I I I I I FASCIA L V-O' Out -To -Out OF Mad MD" : 81D6-H W-& M-To-out OF SW 3 4 6 7 8 23'-4' 2Y4 25'-0 25'-O' 25'-0' 25'-O' PJ" 9-4 r-1 ra V4 r-I V-4 aal UP ra 314 7_I 314, ra W* V-4 30 2V-4' 2 2W-W 2e-e 1 3 4 b � I 13 a, � ---) 133-1 � w •n so EB-4 EB-5 4' 17'-61 L4' 2 1 FASCIA FRAMING PLAN — —® rism Perlin eat 4 Screw 4 . iWmW --� Io rdwom �t� (by Others) �P (by Ohs) (by Others) Acceptable Cormetion }bw (by Others) in Methods in c-cienp C� All ds -Awwt&le Carectian Methods Wagger Attachments for All Collateral Loads Aooe$" and Non-Aamptable Camtiane Huilyrdu 1 ut Str t CCla cap Plate Erb xIVA'm � s u� Nuts Q► OubW. f e°M0 sbut�typial� rESPI `(4) V2' x I I& M a Z5 Nots At Cep Floe Gab (wt�slDt:) r o 10e0! 1 0 n1 Io 101LOL1 0 ESPI/ES to Frame 2 A325 1/2' 1-1/2' ESPI to EON Strut 2 A325 1/2' 1-1/4' 2 Em Strut to From 2 A325 1/2' 1-114' ES to EW RaFta 2 A325 1/2' 1-1/4' $ Purlin to Anti Roll Clips 8 A325 1/2' 1-1/4' Purlin tap Carnation 7 J- F Bo/r Fk mA Purliin at EW RaFter 2 _ _ 1 F gq' EB-I to Frame 4 A325 3/4' 2-1/2' EB-1 to EB 4 A325 3/4' 2-1/2' SR -I to SC-1 4 A325 3/4' 2-1/2' CONNECTION PLATES ROOF PLAN MARK I PART ESP1 I EAVE STR IJT PLATE ANGLE TABLE ROOF PLAN MARK PART BAI rake 2X4X14GA �vr a>deer rum ("M XITNOU MR nMR) Goo . l SccTION . STANDAiiD F'URI.IN LAPPING WFFN ANTI-RHL qJP EB-1 WW EB-2 WBX28 EB-3 W&M EB-4 WBx2B EB-5 WWb SC-1 W12542 SR-1 W12542 P-1 SX25Z12 P-2 BX25ZI4 P-3 BM12 E-all BEI414D CB-1 1/4' CBL CB-2 1/4' CBI. CB-3 We CBL CB-4 1/4' CBL CB-5 1/4' CBL fMEMBER PL N I P-51 8MZ12 P-52 8X25Z14 P-53 SX25Z12 E-otl SE14 ND C545 1/4' CBL C9-56 1/4' CBI. C1547 1/4' CBL CB-58 1/4' CBL CB-69 1/4' CBL CB-W 1/4' CBL 10125 NWY.6 WBSP HATZ5VH1Ah& 38W6 P Sly ifs Z Na 48014 w STATE OF ;�ojz r moon■ 0_1,,,, 0 M� „'M I BY: S LB CADDY- TLL DET BY: TLL CJ®BY: ILT 30BNIU%mm: B18-9334 D�9P�iF1 C EPl of 15 FL-MAL, FL-31--Hm— FL-31F FL-31F L� }E=j -- FL-33 0/5 FL-33 1/5 FL-31 J U FL-31F FL-31 Q 19'-b" FL-31F FL-31F FL-31F �--- FL-33 ois 7 DOWNSPOUTS REQUIRED %,-co o f w� IliI i RI9POUIS) ROOF SHEETING PLAN PANELS 0 26 Go. MR - "vdwm B (6) 9' X 101-01 RIDGE VENT 7W omtvwadm COYM pub fabric afmd and delive><rad by die tatri Qdy and ackdes prude match am doom Wmdm kandafim dedp andmc►don of >dw bWb ft Sobd. &miw do nootcoam*ate an Wam matt dut do IllifgpW eggiam is ac dog am So IOW MM. 6 Wmmr t%%WVMIRtPr I�Aps NO4014 -; • • IATE OF �w xx ��,�i L `•``�l/11�1/ 1114 0:01 PRIO6FESS iI. ffiNGRUM mm r � m � crs U CC) --A� u— V c,) L o� U ENG SY: SLB CAD SY: KMD DET BY: KMD CKD SY: JIM JM NUMBER S18-8734 DWG NUMBER 75 M of 19 Y 2 Pl.,b I \ 1 I / I I � I I � / I33-2 EB-2 FACIA FRONT FRAMING @ LINE A f �SF_1 FACIA FRONT SHEETING @ LINE A PANELS: 26 Ca FM - Cdvdara -b1 Tf2 0 W-6' FACIA SACK SHEETING @ LINE A PA O-& 26 Ca FIR - CdwWm FRAME LIANGLE NE A MARK I PART 8A1 bmsa 2XM4CA COMECTION PLATES FRAME LINE A MAR M9 SAVE STRUT PLATE 14A2 Hand/Jcrnb Clip] 55T 5AG5TRAP IW1 4 (AB l x-I W2-3 M-3 RFl-52 RR-52 1�1-5Z Rfl-52 4 RFI-52 i 14 131-0 —rr ` 20'-7 U2' _� 12'-3 [It 6'-0' V-4 I/V � FRONT SIDEWALL FRAMING @ FRAME LINE A �I 1 I I - - - - - - - - - - - I ViG I I • ..I ----- I.• ..I :g— — — — — — — — — — — — — ! l.• •.I I I I GIRT FF TRIM R.D FOR W70 WALK000R (1) REWD (SEE A17/M7 DETAILS) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER SIDEWALL PBR 73%.2 un !:v-o FRONT SIDEWALL SHEETING It TRIM @ FRAME LINE A PANELS= 26 Ca. RR - Cdvdurm w/ 2' Stucm (By d)ws) For caolmar: m c ntwt ow I 9 im 24G BY: Si1[�I CAD BY: UL DBT BY: Tu ® BY: LLT mr umm B18-9334 >dWNUN t: 93 of 15 y 100'-0' Out -To -CA OF &aal ' B 7 6 25'-0" 25'-& 25'-& ups TE-53 ra a,� E-53 r-t UP P-� r-� VIP45 E-53 G-69 �.. 70 C-70 G-70 6-70 G-i8 "7 G-G7 I ----�— I I / \ ------------------I-------------------I RF3-51 02-51 RF2-51 RF2-51 RF1- 5ACK SIDEWALL FRAMING @ FRAME LINE G (Gdttx uith 7 dmop U) I i I I I T fi T T T T T T$$ T i f I I I GIRT RECF'p FOR 3070 WALKDOOR (2) REQ'D (SEE A17/Ela+12 DETAILS) BACK SIDEWALL SHEETING 4 TRIM @ FRAME LINE G PANELS, 25 Ga. MR - Gdvdwm ML FL-31F FL-31 FL-31 F W 6" FL-31 F FL-31 F FL-33 0/5 (5) D5 SUPPLIED *EVENLY SPACE ALONG SW* (SEE G40/EP13 DETAIL) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER SIDEWALL PBR 7395.2 CONNECTION PLATES FRAME LINE F MARK I PART W I gem/jm* Clip it X-51 RF2-I BACK SIDEWALL FRAMING @ FRAME LINE F 1 � (Gutter with 4 dw spouts) 15 Y RFI-I ---------------- I � I I — , I I I I I Z? 't? �? b -h t4 I I I - I I I I I I r i I I 1 I ( F- I I I r-1 I I i I { I Y f-i- ob 1 1•\\ 'PRIM FOR (4) F.O. 'PRIM FOR (1) F.O. V-O' x -P-2' 5'-4' x 5'-2' (SEE G45/EP13 DETAILS) oil id-6" BACK SIDEWALL SHEETING 4 TRIM @ FRAME LINE F MIR- & 26 Ga PM - Golva6 a FL-31F FL 0 —3 FL-31F 10' —b FL-51 FL-31F 12'—W FL-31F FL-33 O/5 (4) D5 SUPPLIED *EVENLY SPACE ALONG 5W* (SEE CAOIEP13 DETAIL) 14 low HWY. 6 WBSP IATBSYAz8 UL 3m O tit" vi p C E /V 5 F•. No 48014 dO ���ltlltt114t1 ©©© 1 ffi� BY: 3�.B CAD BY: TiL DBT BY: Tii. (ZD :l 504 Out -To -Out Fj EB-2 I r — — — — — — — G-S ! ;-12 ZGI (ty� fj rr—iI I II I 1 -4 -8 1 1 1A If I I I lA IA FS1A I 1A IA © 0 i n -b 0 -7 7 A8 i jeI4`ry 1 I� — 1--' — 1 — ------ 8�'I— ---_ U- 3 c 3 c I � I--3 ----- - e EC-1 EC-2 I.V-40.13--061 41-0' [31-00 �3'-4j* 3'-4" 10'-0' 3'-4' LEFT ENDWALL FRAMING @ FRAME LINE I I 1 1 I I I 1 I I ( I I I — N co 1 tr' A � � N N •�} N %' �i lEi I I I I I I I �I I �v"1 chi I } �4 (V t4 I I— r —1 r— -- -- I 1f I I I 1 k I I I I I I I I I I I 1 I I I I II ii Ij II -- — BTI 6 20'-0 -------- LEFT ENDWALL SHEETING 4 TRIM @ FRAME LINE I PANELS: 26 Go. PBR - Gdvallera w/2' Stucco (By Others) 0 hh hh hh 00 •• as 4 FF TRIM FOR (2) F.O. TRIM FOR (1) F.O. 3'-W K 7'-2' 10'-0' x V-2' (SEE 445/EPI3 DETAILS) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER JENDWALL PSR 7395.2 I I (2) EN � �2E-4 )BM FACIA FRONT FRAMING @LINE 1 n - v N in FACIA BACK SHEETING @ LINE I PANELS: 26 Go. PBR - Gdvalume oAl—Al ir I ao � g z� FACIA FRONT SHEETING @ LINE i PANELS: 2b Ga. PBR - Galvatume u1/ 2' Stu= (By Others) FLANGE BRACE TABLE FRAME LINE 1 MARK PART F131A 2'-4 5/8 FRAME LIIKE I MARK PART 13A1 base 2X4A 13A1 Lrgk 2X rdce 06XWxA CONNECTION PLATES FRAME LINE I MARK PART 14A2 Need/Jamb Clip I SST SAG STRAP 10W HWY. 6 W11 r BATESVQLB•lei.381M Y © © o©© 0111 1 BEEN■ ■ENE■ HUENEME •1 ■EESE ■ENEM MENEM Z .r � •lu ffi� BY: SiB CAD BY: TU ffiT BY: 71Li. Cf®BY: LLT .. .,,.. ... •!�_Lrn�.v�,�,a�a'. �+r E'. .!Una �^� eul 11 Pl 1 _ 1 1 I 65'-01 Out- C--_ 12 _z —G-bO—'—_—___ — ----_ _ I� +�gy (Typ) G -58 —_�� _�� G-65 I I G-57 G-60 G-64 ZGt I I &r3 191 iv N 4 i t I I G-56 G-60 I h G-63 I I I 1 o II � 1 11 II I G-55 -60 1 11 G-62 ` II �• I I I II I I t G-54-b0 u I I I I II G-61 I o + i t I I I I I I I I! `r II I LLI----------------------- ----------------------- HAI I II --- EC-52 EC-53 RIGHT ENDWALL FRAMING @ FRAME LINE 8 ,ZTi a 12 0 0 1 BTi @ 20'-6" RIGHT ENDWALL SHEETING t TRIM @ FRAME LINE 8 PANELS: 26 Ga..PBR - Gatvalume w/ 2° Stucco (By Otha-s) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER ENDWALL MR 7395.2 ANGLE TABLE FRAME LINE 4 4 8 MARK PART BAI base 2X4XI4GA BAI rake 2X4X14GA CONNECTION PLATE5 FRAME LINE 4 MARK I PART NA2 I Nead/Jcmb Cti �^ FL-16 @ 20'-6" JHjra a'-611 `1 A@10-0 -k sls o_Fa_ -tom sly oho ICo ---- ---------;- ,j 3 EEC 51 I BTI @ 101-61 _II LEFT ENDWALL FRAMING t SHEETING @ FRAME LINE 4 PANELS: 26 Go. PBR - Gatvatume 10lW SWY. 6 WBSP % No 48014 ✓��� 'STATE OF •;�CC� �� FS .-* 0NA � moons 0�NONNI r- r -• T 's1 1 BN(i BY: 8LB GAD BY: UL DBTBY: 1Lit. ®BY: ILT SPLICE PLATE 4 BOLT TABLE y tlwk Ted Bot Int Type 5P-1 4 4 0 A325 SP-2 4 4 0 A325 SP-3 4 4 0 A325 (FLANGE BRACES: Both Sides(U.N.) FBxxB(1) B - LL22x2x125 12 ll Dia 5/8' 2 1/4' 5/8' 1 3/4' 5/8' 2" Width 6' 6' 6' Thick 5/8' 3/8' 1/2" Length 2'-8 3/8' 1'-10 1/4" 2'-8 3/8' CAP PLATE BOLTS Mark Qt T Dia h EC-1 4 A325 5/8' 2" EC-2 4. A325 6/8' 1 3/4' M TABLE Mwk Web DeRth Web Plats Outside W x Thk x Landi Sta�t/ T i RFl-1 RFl-2 12.0/24.0 24.0/24.0 24.0/14.0 14.0114.0 0.135 0.250 0.188 0.135 229.8 28.2 179.9 74.1 5 x 1/4 x 256.0 5 x 114' x 32.1 5 x 1/4' x 252.1 RFl -3 14.0/14.0 0.135 125.8 5 x 114' x 282.1 14.0/21.8 0.136 120.0 21.8/24.0 0.188 36.3 RFI-4 24.0/24.0 0.250 30.3 5 x 1/4' x 32.2 24.0/14.6 0.135 214.4 6 x 3/8' x 153.0 EC-1 14.6A2.0 W14542 0.135 60.0 6 x 3/8' x 143.4 5 a' ��1-0 9/16' I + 2'-0 3/4' '-8' 16' RIGID FRAME CROSS SECTION @ FRAME LINE 1 END FRAME NON -EXPANDABLE 16'-8' ii x 5/16' x W-JU.I 5x114'x165.0 5 x 1/4' x 9.2 5x1/4'x74.1 5 x 114' x 110.7 5x1/4'x9.1 5x114'x154.7 6 x 3/8' x 274.6 I I o I _{ I �7' I I 1.2' a' SOLDIER COLUMN A @ FRAME LINE 2 lom my. 6 WESI'I BA1ffiVIIZF.l18. UM C" yeS/Yjrrri p oo No 48014 STATE OF l 1 o I I 1 1 CAD BY: �• nu BY: '� ®BY: ILT I.ANGE BRACES: Both 5ida(U.N.) FBxxB(1) 8 - L2x2xl25 O i 10 4'- 9/16" 0-6 15/16" 1'-6 1/2' �k------ 8" Clem- +/- RIGID FRAME CROSS SECTION @ FRAME LINE 3 INTERIOR FRAME Ed O O 1 10W HW. 6 WH8'1' DA725VNIA N . 38M CUM lit 48014 - ° r • r STATE OF wm um Em BY: SLB GAD BY: TLL DBTBY: TLL C® BY: ILT joe . B18 9334 VWri N[1UM: EP8 of 15 SPLICE PLATE 4 BOLT TABLE CAP PLATE BOLTS MEMBER TABLE Mark Web Depth Outsi Fla* In -side Flange Web Plate - Start/ Thick h Mark Top Bot Int T Dia Length Width Thick Length Mark Qt T Dia Length W x Thk x h W x Thk x Len 1 RFI-61 12.0/24.0 0.135 214.6 6 x 1141 x 241.0 6 x 1141 x 215.1 SP-1 4 4 0 A325 5/6' 2 1/4' 6" 5/8" 2'-8 3/8" EC-51 4 A325 5/8' 2" 24.0/24.0 0.250 28.2 6 x 1/4' x 32.1 SP-2 4 4 0 A325 5/8" 1 3/4' 6' 3/8' 1'-10 5/16' RFI-52 24.0/14.0 0.135 159.9 5 x 1/4' x 39.2 5 x 5/16' x 41.3 SP-3 L4 4 0 A325 5/8' 2" 16' 1/2" 2'-0 5/16" 1 1 14.0/14.0 0.135 113.1 5 x 5/16' x 231.7 5 x 3/8' x 103.6 �F A ACES: Both Sides(U.N.) 5x3/8'x.3 9 5 x 3/8' x 3.1 FBxx8(1BR RFI-53 14.0/24.0 0.135 240.0 5 x 1/4 x 444.0 5 x 1/4' x 240.2 B - L2x2xl25 24.0/16.0 0.135 204.0 5 x 1/4' x 202.6 RFI-54 24.0/24.0 0.188 22.2 5 x 1/4' x 32.1 5 x 1/4' x 282.7 24.0/14.5 0.135 222.5 5 x 1/4' x 304.7 14.5/12.0 0.135 60.0 Q N e A%_tt is;A(b' 15'-0" I 50'-0' RIGID FRAME CRO55 5ECr10N @ FRAME LINE 4 END FRAME EXPANDABLE TO 23'-4° n i cv 0 i v R I AQB[ isysmmd E Lw HA715VAJA M 3M CAS am t`,tttttttata�tterr Sy ee e i No 48014 • • � M V fir{ M V • � � � � �1 ' STATE ` OF �411.: WS10NAL �r;�.�• PR BIB BY• SLB CAD BY: Tu• DBT BY: TiI. ®BY: LLT MANGE BRACES: FBxxB(I) (I B - 2x125 Q _1 fS m ' 1 4 sots side5(u,N•) 8"j, L i2'-0 5/8p _- _ 59'-2 13116" 2'-4 9/16" L l 180 Gets• +/— RIGID FRAME CROSS 5ECTION @ FRAME LINE 5 6 7 INTERIOR FRAME Wmmm.6ww BA1i3PKM IML UM G1i ... 10 ' NO 48414 ••• : �+ M STATE OF ; � 0 <V O R 10 P N�*mow; full PROFS s><aNALWOENM : 11L CID BY. I1.T AFBxxNGs(� ACES: B - LWA25 A-U•25 Bath sides(U.N.) 0 0 v S" ".'-2 1/2" 1 i i'-2 1/2" " " G 21'-8" RIGID FRAME CROSS SECTION @ FRAME LINE 8 END FRAME NON -EXPANDABLE 21'-8" This oedlcg8anpeat bbicood aad deH med by fe minI Arce- aoll► sod e diftpea mwh u doors vodosys, %1vod�m de■ifa sod aecdon ofie baildiog. Baled do not oon�me m frstfre � eogioeet is � a � e &OW of mmd for to ovma PGJWt A low HWY 6 WHSl' SATHSVII A N& 38W MOM S```[[[[tiiltlF�ff NO 46014 Z • r d ; 'sTA +` OF . �. �rroisct` PR�OFB3SIO�TAL ffi�TC�IIMR :1 iiiii MENEM NINE EN(} BY: ffiB CAD BY: ILL DST BY: UL C®BY: LLT GIRT 6 7'-0' • • 8" SURFACE BOLTS (TOP 4 SUB J ' BOTTOM) (BX2.5 ►u z 3 w LU z V� w _ z 0 _t__ a INTERMEDIATE GIRT Q '�► SUB JAMS (BX2.5C16) WALK DOOR JAMB SUB -JAMB 1/2' WEDGE ANCHOR (TYPICAL ALL LOCATIONS) Ni 4MB ;16) x 3/4' B01. x It" r- SELF -TAPPING, HEX HEAD SCREWS LOCATED AT 1 u 15', BYE' 120' 132", 44' 156"168" 180", AND 90�2' FROM THE SILL (INCLUDED IN DOOR PACKAGE) 1/2" WEDGE ANCHOR DOOR JAMB (TYPICAL ALL LOCATIONS) y _ WEDGE ANCHOR LOCATIONS ARE FOR REFERENCE ONLY 2 1/2' (FIELD LOCATE) 1. NOMINAL DOOR L WIDTH N I SUB -JAMB (BY MBM) Jamb Trim FL-22 "R" Wald Panel 0 #12 x 1 114'. S.D. (12" o/c) U\#12 x 1 1/4" S.D. WD cb (12" o/c) HEADER dead Trim 1-IT-6 WD Trim Detail Jamb 1 1/4" +/- \_ FASTEN JAMB TO CEE W/ (10) #12 x _' S.D. SCREWS ' w/WASHERS. LOCATED AT 1 " 15' 1 Blka' 120', 32", 44", 56"168"180', 4 +/" AND 90Y2' FROM THE SILL (PROVIDED BY MBM) WEDGE ANCHOR LOCATIONS 2) ANCHORS PER JAMB 4EDGE ANCHORS :SUB -JAMB Y2' 0 WEDGE ANCHORS FLOOR ANCHOR CONDITION NOTE: THE DOOR FRAME HEAD SHALL BE ATTACHED AT THE INTERIOR W/(5) #100, SELF -TAPPING, HEX MEAD SCREWS a 1' FROM JAMB AND 12' O.C. THEREAFTER. (INCLUDED IN PKG). AT THE EXTERIOR USE #12 x _" S.D. SCREWS W/ WASHERS LOCATED I" FROM JAMB AND @ 10' O.C. THEREAFTER. (PROVIDED BY MBM) 7'-0' WALL PANEL #12 x _' S.D. SCREWS W/ WASHERS (12" O.C.) HEAD TRIM (HT6) DOOR HEADER SECTION THRU HEADER (6) #12 x 1 1/4' S.D. SCREWS W/O WASHERS SHOP WELDED CLIP SUB -JAMB SUB JAMB ATTACHMENY A17 pIAf10ND "GEM" 150 MPN WALKDOOR DETAILS Far cubmw Service aw contact acne of fic 1owMff. 6ww BA72WRIAMs. ooCAO1011'Sjtfl a G.E No 48014 .� % M y i CC y R � b STATE OF IZ; r r�ea�ssio►xwL eNaENEER ©�a1�1©0© � 1 1 B� BY: 3LB CAD BY: �. DBT BY: '�- C®BY: ILT Strut/Girt Girt A(Loose Clip) _ Curt Girt - dA2 Dd- dA2 dA2 Girt Space as Req d D Girt C Girt Girt CP CP_ � o � � L �4 Framed Opening @ Sidewall trut } #1244Screws D. Washers 4" )oor Jam b Section "A" (@ Fave Strut) Door Jam b- Girt--� %2 11 01 A307 Bolts w/ Nuts Section "C" Section "A" (@ Girt) HA2 (Loose Clip 2 1/a /G) 1±12x1/4" Screws Washers in Section "D" a End Rafter FL-24 JNCTS Sill Trim B Girt SILL #12 x 1-1/4" S.D. (Loose Clip) — (12 o/c) dA2DO- #12 x 1-1/4" S.D. - (12" o/c) . /WEA�DER C D Girt JdCTa s - Q Framed Opening @ Fndwall Rafter V10 x 1 %4" A325 Bolts w/ Nuts 4 (2) Washers Door Jam b Section "B" Door Jamb )oor deader (4) %2110 x 1" F-dead Bolts w/ Nuts per dA2 (2 @ Jamb, 2 @ deader) Overhead Door Framed Opening Details All Conditions Jamb Trim FL-22 F Wall Panel JNGT8 — I Lu==J HT-6 Head Trim G*1 Peader/Jornb/Sill Trim • ; . lot, ar:�r � �♦ R� FIELD CORNER as UNIV4 ATH RAKE TRIM 90WALL PANELS Date. DETAIL OF GUTTER OVERFLOW WINDOW DETAIL OF WANSPOUT 17ER W/ GUTTER STRAP '1,— -,. — M. FIELD INSTALL L--SIUEWALL PANELS COMO TRIM MAIL OF EAVE GUTTER CORNER BOX 4 nONRAKE TRIM CONNEC ATTACH . BUILD « E, WALL CUT Y ... ANEACHD BEND �. FOR DOWNSPOUT ATTAC FIELD CUT .. W~ ;99GAZTER SCREWS (ONE AT EAa SIDE AND ONE AT FKNT) TYPICAL DOWN5POLIT TO GUTTER • EPAOOPAWAr ONE AT FRONT) 500 STRAP UP AT BOTH SIDES. _ S.D. SCREW AT'lACH SIDE TYPICAL Q0WbjjP0QT STP,AP ATTACgMENT TYPICAL SPLICF6 AT DOWNSPOUT TO EW%b OR E>ONNSPOUT TO DOWNSPOU OMN2W-r�� \#12 x 1-1/4" S.D. (12" o/c) AaNa=nW SY3Ts,LLC low HWY. 6 WBST BATESVRJAIIIII&SM .,,, 1 Jr JJJJP E NO 48014 STATE OF10 it# J/liflltlt PROFESSIONAL ENGDaM Im Ed '© en en d � a BNG BY.. &a CAD BY: TLL DST BY: TLL CZD BY: LLT �yy yyB����188-9334 LAV l�uum EP13 of 15 $42 x 1 1/4' S.D. Saeuw W/0 Washer (Ons Per Support} Roof fur O U i (2) 1/2'X I' ok I A907 asps I U i 1/4"* Flaps Br= i L I/2'X 1' A307 Botts I I Strvcturd Erdwdl Rafter (Ai'(Ai'V SECTION TI4RU ENDWALL RAFTER 1/2' x 1' A307 At Min Lap of Purlin Indicator Arrow ���� Points To Wide Flaps Harps• AttarmxaEe � � ernca * � Rigid Frans Rafter * Brocae May Be Rred Oh both Sides Ot From. Sea Rigid From W x P A307 Cross Sam Drm*p• Bolt (TYP) .)\ Cgoof Purlin 4 Flame Brace Detail CGL j . �. anterior Rigid from #12 x 1 1/4' S.D. Samw W/0 Water (one Pier Support) Raaf Ps O i) ; (2) V21X It A307 Bolts Io Aq SECTION TNRU E RIGID FRA T WRI E * FWrWmay Be RedBoth Sides Of Frans. yes Rigid Fraro Cram Swum Drawing. Irx6catar Arrow / Points To Wide Flags Alternate e ! () � t Wrt II Lap L Sidetuall Girt 4 Fli BA1 #12 x 1-1/4' S.D. Screw W/o washer Eametrut PAW AA S Each Support I/2' X I-I/4' — — — Earostrot — — AM Bolts i RW I I I Frame mFrom 5tes1 � � Column `.side ftL Front View Eavestrut to Rigid Frame Corner Column CK3 For All #12 x —II S.D. Screws In Above Details Sea Chart Below For Length SCREW INS. THICK. 012x1- oew 3 #12x1• q -5 A2 x b N- Fkrps areas 1/2'X 11 A307 Bolts Erdwait Rafter MALL RAFTER /2 or Full Lood) V2' x I' A307 Bolt (T1'P) Rigid Frans Cdvmn Acme 1/2' x 1' AW7 fmt (TYP) 0 O� I 0 pJ Door tomb-1 i-Wdl Girt Wall Girt To Door Jamb Rigid From Erdwatl Rafter ka edt: stoutura oil Col ufm Side Frmt 01 824 ENDWALL COLUMN TO RAFTER Strudard Colum W/ Cap P1a1e To 0: Rafter 17 Eavestrut To Structural Enduulll Rafter 1441 Side 1/4-14 x P ftwd e Head S.D. w/o woshor M x 1-1/4' S.D. 12' O.C. wan Girt r5orm,,e w/o Worn er. 1V O.C. Now, Do Not Cut ei Header Slsmv eater HVia dtwo u. it 14_ If Radd. See EWvdkn Wall Girt - (6)#12 x 1-1/4' S.D. Wall Glrt� 5craus Ulm WMNF--, bor Fmmt View Side Yrow Door Janb to WaIE Girt L� CO J2 mi I& x P A307 Structural Erdwdl Column 8a1! m?) SiruckrW Erdwall Cohm 1/2' x P A307 Brit (TYP} r 0 I O 0 0 *1 1 i I �o 0 Lp 0 0 OJ --- — — \ / Erdwoll 4irw- Girts to Structural Endwall Column mn C15 Girt to Structural Endwall Colu M—k C,._L Earestrut 1 ,r 1/2' X 1-1/4' I A325 Bolts side View Front You Eavestrut to Rigid Frame Column Lowswe, Bypa$ aLm H0°d°r (4) 1/2' x I' Top Yew Ftot NOW Bolt$ Door Jamb Front Yew �jEmmtrut— _.. �EarastrutEsm — (4) X 1-1/4' wosh r PL AM Brits w/ 1/2' Waster der E5 EsPI warm (4) In�x � r': Fs At Clam Column Side View Front Vm w J1O Eavestrut to Rigid Frame Coluarm wows, BYPM, umm 10 t\--V4-W x 7/6' S.D. 551ft (W Of -) LAP FASTENERS 7 V2' 41/2' 7 t& 4 VZ' 7 1/2' Z V 2 V4' k W 1. 21/2' 12' 12' 9 W M2 x : S.D. SHIM I/4-14 x 71W 'LAC' S.D. *12 x _' 'LAC' S.D. (20' O.C,) stitch Sam f tam ft-A, Pmel Lm E Peak Purlirt 1/4-14 x 71W 'LAC 5.D W mostic ( O.e.) (Nd side �+a Dawn) AT SAVE STRUT INTERMEDIATE GIRTS 366 21 9 3/4' 12' 12' 2 4 2 4, >q2 x ' S.D. SCF.IM 1/4-14 x 70 'ZAC' S.D. 012 x _' W S.D. Detail 0 Paid side lm (20' O.C.) p IntarrAJiats Prfin AT 13115E SUPPORT ROOF PANEL FASTENER LAYOUT P8R Roof Panel Fastener Detail WALL PANEL FASTENER LAYOUT PM PANEL. POR Pam- Cable Brace Detail I Side�wdl Girt Rigid Frome Gotum W"I Girt mFib1/2'x S.D. s)w/0 r Wa 15 Girts to Rigid Frarne Corner Column Bypom SW, Frorm keel To EW BAI #12 x 1-1/4' S.D. &row w/oRole NkeFer 1Eavatrvt Amin 0 Each Support 1/2' X 10 ", �Earatrwt A325 Brits I --- --- ---- I Rig { cawmom Colmm { Frame Sled Sm 1 em co Mon sids View Front View 24 Eavestrut to Rigid Frans Corder Column Loweide, &rpass Scrou,$ ors w/ Washers a now othoru ise. Watt Insulotion Is Not Shown. Wall Paul Attach Gas Angle To Floor w/ me Sot Piro Or E 4. $U x _ S.D. Sorm (Piro Are By Others) ('R' Peel 0 9 O.C.) ('A' t "Rev. R' Pond 1 12' O.C.) Bee Angle- BAI ' Hold ftmi we--- f ;� - OFF Trim. Ca wets Floor T1 Bast Detaii w/ Angle t Trin AaPlUUMMSYS IMMU C low mm. f Wm BA1ffiVRL& M le. 38W I VA P• syFO `", G E ly .. • No 48014 + Z-733 e •� STATE OF O R V ti • • �\�l��o !/fI fif �BtONAL Ift11t1t111�� PR1, C'0 TALBNCW4M C3 C30©0© 0- BEENE ■■■■■ ■■■■■ ■■■■ • . Y Y_ sees . r ." .c rt is : 81� BY: S1.B CAD BY: 1iL DBT BY: '�* C®BY: �T CAP TRIM (BY OTHERS) #12 1 1/4" S.D. J (1'-0 O.C.) I I 1/2' x 1 1/4" I A325 BOLTS I I I k t I I t t I t I I #12 x 1 1/4" S.D. (1'-0' O.C.) I I 1 t 2' STUCCO (BY OTHERS) I WALL PANEL I "PBR' i Ef3 #I? xr 1 1/4' S.D. (1-0 O.C.) 7/8' S.D. (I'-0 O.C.) Back Panel 'PBR' All s �om VAM #12 x I V4'— S.D. (12 O.C.) BA3 Angla (4x6x1 ) :V"S.D. SECTION AT ENDWALL FACIA SHEETED w/ 2" STUCCO 114-14 X 7/8' (24' O.C.) GUTTER STRAP 3' 1' INSIDE CLOSURE w/3/4" (FL-18E, 36' O.C.) (MASTIC, TOP 4 BOTTOM 1/4-14 x 7/8' S.D. (2 PER STRAP) EAVE TRIM (FL-19)- 1/4-14 x 7/8' S.D.--� (12' O.C.) HANG -ON GUTTER (FL-18C)— DOWNSPOUT (FL-31I FIELD -CUT TO FIT GUTTER) DOWNSPOUT STRAP (FL-31F) "PBR" ROOF PANEL x - S.D. (6' O.C.) #12 x - S.D. (12' O.C.) �— EAVE STRUT WALL PANEL 1/4-14 x 7/8' S.D. (1 @ EACH DOWNSPOUT) 1/4-14 x 7/8' S.D. J EAVE SECTION w/GUTTER (SHEETED SIDEWALL�- Ifs Hold wa f w up lAP Off of trswum trip. Panel Inside Closure TRANSITION TRIM (FL-49A) 1/4-14 x 7/8" S.D. AT (12' O.C.). 3/8' MASTIC ... #12 x 1 1/4' S.D (1'-0' O.C.) 1/2" x 1 1/4' A325 BOLTS #12 x 1 1/4' (1'-0" O.C.) 2' STUCCO - (BY OTHERS) WALL PANEL- 'PBR' OUTSIDE CLOSURE w/ 3/�4' MASTIC (T B) HS EAVE TRIM 1/4- 14 X 7/8' S.D. (FL-17) �(12 O.C.) 'PBR' ROOF PANEL #12 X - S.D. (6' O.C.) #12 x - S.D. (12' O.C.) 2' STUCCO ' (BY OTHERS) _ WALL PANEL 1 WALL PANEL E-f SECTION AT HIGH -SIDE EAVE _SHEETED w/ STUCCO CAP TRIM OTHERS) F12 #It2 1 1/4' S,D. (1-0 O.C.) #14 7/8" S,D, (1'-0 O.C.) Back Pazi 'PBR' All Smm as I! FOPBO MckR Pmel Inside #12 x 1 1/4'-- S.D. (12' O.C.) SECTION AT SIDEWALL FACIA SWEETED w/ 2" STUCCO 1/4-14 x 7/6" S.D. (12' O.C.) 3/8' MASTIC—, RAKE TRIM (FL-16) OUTSIDE CLOSURE #12 x I-l/4' S.D. (12' O.C.) 2" STUCCO — (BY OTHERS) WALL PANEL- #12 x 1-1/4' S.D. SCREW W/0 WASHER (ONE PER SUPPORT) &SECTION B ENDWALL SHEETED W/ STUCCO 'PBR' ROOF PANEL PURLIN 1a NOW " POW up V'4' off of bwWUa+ trim. mTION TRIM V444 x IV S.D. AT (12' O.C.) Outside Closure OP/8 TAPE PANLES #13 x _ S.D. (6 O.C.) iI3A1SSVlLi$11�. 3i606 CAS—�Teerrr °``�,��µP S/y���i,,i o......... °` `� •`,C E l. O 'sue No 48014 0 STATE OF ,' w , PR01 mmv BY: Sm CAD BY: '.• DST BY: U- ® BY.• UT MONUNM: B18-93M owNamm. C EP15 of 15 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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