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a u i
<br />DE51GN LOADING
<br />THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED BY THE
<br />F8C 17 - 6TH EDITION
<br />IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM T14AT THESE LOADS
<br />COMPLY WITH THE REWIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
<br />SPECIFIC LOADS: SEE STRUCTURAL CALCULATIONS AND FOUNDATION REACTIONS.
<br />II BUILDING RISK CATEGORY
<br />2.000 psF DEAD LOAD
<br />20.00 psf ROOF LIVE LOAD
<br />Yes LIVE LOAD REDUCTION ALLOWED?
<br />5 pef COLLATERAL LOAD
<br />0.0 psf GROUND SNOW LOAD, Pg
<br />1.00 SNOW IMPORTANCE FACTOR, Is
<br />l40 mph ULTIMATE WIND SPEED lob mph NOMINAL WIND SPEED
<br />78 mph SERVICEABILITY WIND .SPEED 10 yr SERVICEABILITY WIND RETURN PERIOD
<br />B WIND EXPOSURE CATEGORY
<br />t0.9 00 INTERNAL PRESSURE COEFFICIENT, GCpi
<br />Claw WIND CLOSURE CATEGORY
<br />1.00 SEISMIC IMPORTANCE FACTOR, to
<br />0.068 MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS, 55
<br />0.034 MAPPED SPECTRAL ACCELERATION FOR 1-SECOND PERIOD, 51
<br />A SEISMIC DESIGN CATEGORY
<br />0.01 SEISMIC RESPONSE COEFFICIENT, Cs
<br />0.072 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR SHORT PERIODS, SIDS
<br />0.054 FIVE PERCENT DAMPED SPECTRAL ACCELERATION FOR I -SECOND PERIOD, 5DI
<br />D SITE CLASS
<br />0 RESPONSE MODIFICATION FACTORS, R-FRAMES
<br />0 RESP. MOD. FACTORS, R-BRACING (F-SW)
<br />0 RESP. MOD. FACTORS, R-BRACING (5-.5W)
<br />0.01 W DESIGN BASE SHEAR 0.1 ldps LONG. BASE SHEAR 0b lips TRANS. BASE SHEAR
<br />Slog-B 0.01 W DESIGN BASE SHEAR 2.3 kips LONG. BASE SHEAR 1.5 kips TRANS. BASE SHEAR
<br />UNIT LATERAL FORCE (Fx-0.01 *W)
<br />ANALYSIS PROCEDURE
<br />** N/A **
<br />Seismic Resisting Systam -TRANSVERSE (R.F)
<br />** N/A **
<br />Seismic Resisting Systems -LONGITUDINAL (F_SW)
<br />** N/A **
<br />Seismic Resisting Systems -LONGITUDINAL (5-SW)
<br />It N/A a
<br />Seismic Resisting 5ysterns-LONGITUDINAL (L-EW)
<br />** N/A **
<br />Seismic Resisting Systans-LONGITUDINAL (i -EW)
<br />SPECIAL NOTES
<br />1: The design, uprply, and lrratdldian details For door(s) For Metal Bulldirg Mmufacturs framed openings am by others.
<br />2, Far macho~} supplied by Metal Building Mawfadurs, an EP sheaf EM for mmufaatune and kistdlotlm details.
<br />SPECIAL NOTES
<br />1: Gins we rat allowed to be cut for field located framed opemhp unless approved by the agireer. Also, field
<br />located framed apmhp may cause gK sites to aaW from crigined desrgs.
<br />Z This build'rg has been designed for a wind speed of 140 mnh. It has been desigrw;d assumng any/all plating will
<br />be protected per the IBC 15 building code such that the building will randin classified enclosed. The design of the
<br />910irg and pvoiectlan is not part of Metal Building MawfadLvse s stops of wank.
<br />FLORIDA APPROVAL NO.
<br />LOCATION
<br />TYPE
<br />NUMBER
<br />ROOF
<br />PBR
<br />7396.6
<br />SIDEWALL
<br />PBR
<br />7395.2
<br />ENDWALL
<br />PBR
<br />73%.2
<br />BUILDING SPECIFICATIONS
<br />1 4
<br />1h4 shown m these drou * hs been deei W and ddabd for the bads and medtas d1pubted by Ow bU r of catifaitioN
<br />so
<br />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
<br />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
<br />rrogistm+ed w"ed aWar a m istas! prefeesiard onpor, oe applloddethe emW bu'id'rp rrwwrFadrra (W) will assume no reepoinis'6ty
<br />Fw any of the dwpes metWW drove W poiannad without prior wft appaad by tm MBM.
<br />This bald'rg sydan has been deei W per % M9M's *ndad design and mmukdwq pratm, the 1i " buldrp c, ad the le
<br />Won of the bwld'ng node,*nmaed AK AN, ASCE, and AW5 standards. % baldiop system has also been designed in accerdoze oath all
<br />appbodala garisims of Otm blest ddlian of Mft MM &"V Sys a s Mmual. In cpplkatiars mhdrq stnaturd steel deck and dell j", ik
<br />Gob rek's adtiarm of appliubls SDI and SJI stNAIvIs, mvedivsly, um deo applied.
<br />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
<br />adegmcy of spedW "Vim and aV carmonsil m mnpmab. The 6d User skald ram td adsgrate pnfirbiae ore made fer vmtildiar
<br />tardawtimr " e um mess TOM reoyi+m N&
<br />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
<br />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
<br />Ohs meld bolding system to the Ordatim. The and user is responsible kr aq#q the wvim of a liaaeW Rvkesiord &#w to Wkrm
<br />kundatim and kmdolim nhora0e dope The ft*ssiad tirpineer deeigriq the kmdobm sholl d tamirm the &depute andar belt mabrid type
<br />and gtida, endear bolt anbedramd, ash say asctwrge ranf'a+carrrart to aoaarrraodata tk gnar ender bolt locatims, gwdity, and donate.
<br />Unless noted Wow m the Letter of Catifadian, the buiWq system by the MBN is ewrnpt from the ASCE 1 *ulatad seen. drat
<br />I'ndldiora. The ad seer sidl issue tld all the ideriar and ads* dtodmerds ad dmWkq by others are designed to amarrrnodde adimic
<br />drift.
<br />The f BM does rot iw stigats the ir${uarce of 6s metal bslikig gskm m uWq ;wading* or i4niches. The ad user shall @papa sanin of a
<br />knout R kullord Egimw to awduda Odha such bildrgs and *troches are adegda to resid mow drift bads ar other aonddiam as a
<br />remelt of the preeaaA of the Meld 8raldhg System.
<br />The motedols weed In fabri d orr or prirwy and se=Wy steel F►aniq. members, as well as niloW aoceaaries are shown below with their
<br />mreepmdrq ASTM deeigdm *m the mnpTimoe w m t s boaq rode mmdated ad0im aF the AISC 5dsmic Provisias 6 neighed, mly
<br />eraleiab oppnand by tees Fw6ios ere used.
<br />Butt -up Sectim FWp (Fy - 55 hod); AV% AM or ABA
<br />Built-up Satim h4ekm 4 Carmdim Plates (Fy - 55 ksi); WI, AM or AB*,
<br />1bt-rolled w-giopn (Fy - W W), MV err AM
<br />Nod -rolled C roll L-shapes (Fy - 501W); A5A or A6M-
<br />Nd-rolled Rods (Fy - 55 lot}; AN err A57$
<br />Cold4 4mod C, 4 and Ill shapes (Fy - 55 W); ALAI or A653;
<br />Prods, A712 err A663, Gr. 50 kr Go. 24 and Wdoa, Gr. 50 for dhas;
<br />Ramd Tube A500 Gr. B (Fy - 42 W)
<br />RxtffWW Tuba AEW Gr. B (Fy - 46 W)
<br />C
<br />E*lts (Gr. 56); AM, or A572
<br />Um, AM6
<br />Nil" Way hn, A48
<br />S vdird Bob, A307 Gr. A, A3Z5 4r. C, MV Gr. DN
<br />(used as rated in nod wtim)
<br />Unless noted othasuiee and except for arms swi system mrmctorae, d MW joints still be awg-'tiptdamd in acmrdm with the kw
<br />edtbn of Spea'Fa im for Structurd J*b Ueiq AM A325, or AO Bolts (RCSC). All Ale name support system g0katim shall be
<br />prate iul s roow! by f%X AD Fray fharm WW wratias use A325 bolts,, srkes anted atmnwbe. Alt and -plots msmetimm in
<br />ml l-Famed sled frarms use A35 bolts, Weis noted otionul a.
<br />All gray stneduel mwbers tee bee pairW with the mrirwm of am coat of ire +wide bdrbitve primer. All *vdwd steel meml=
<br />hove bom parried n axordmoe with Stall Strudues Pdriliill Comal *dii otiar, 56PC No. S. .
<br />Shop and floW islixtin and asockW fees roll agersm are the resposrbrlity of the axdrador, unless riled *at(,,
<br />REVIEW OA J
<br />7CITYCI ZEPHY
<br />FIRE AND LIFE SAFETY EXAMWERp
<br />ALL
<br />RK
<br />SHALL
<br />ACED S COMPLY WITH
<br />D STANDARDS
<br />CONTRACTOR RESPONSIBILITIES
<br />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
<br />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
<br />*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
<br />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
<br />a , , Onbad Wwlk tees drauirps provided by tts MM old puma.
<br />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
<br />rrwfaed Yror Casbadim' drop rot be reed n the +radian of the rft kaft sysIv%
<br />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
<br />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
<br />Mill woe me rot mom n err port of is strudars th,#A as mewm proaeea.
<br />bg nopirdla for tdofq q rnpid,c dope to tdttd swap elan; me ffepo b � and aor&cted. P the M9M The mdroder step
<br />R is the mpaerlrlk of tts 069tor to abo W and q* ell psrti wit OSIA and other nwdotay 90* prorniam
<br />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
<br />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
<br />the Mgt
<br />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
<br />hwmd mdsrids the asn be deAW by viewol ir�ectim
<br />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
<br />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
<br />do antradar.
<br />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
<br />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.
<br />r_2a-, r_2a I
<br />h
<br />L w J
<br />(BLDG-A) a ■ 5.O R (BLDG-B) a - 6.50Ft
<br />Cmmnonent and (:laddinn Deainn Pre44ijreR (nsf)
<br />Arse ft)
<br />Zone
<br />1
<br />2
<br />3
<br />4
<br />5
<br />10
<br />16.00
<br />-38.25
<br />16.00
<br />-44.22
<br />16.00
<br />-59.16
<br />32.27
<br />-34.96
<br />32.27
<br />-43.03
<br />20
<br />16.W
<br />-38.25
<br />16.00
<br />-43.32
<br />16.00
<br />-53.77
<br />30.84
<br />-33.53
<br />30.84
<br />-40.17
<br />50
<br />16.00
<br />-38.25
<br />16.00
<br />-42.13
<br />16.00
<br />-46.63
<br />28.95
<br />-31.64
<br />28.95
<br />-36.39
<br />100
<br />16.00
<br />-38.25
<br />16.00
<br />41.23
<br />1 16.00
<br />1 -41.23
<br />27.52
<br />-30.21
<br />27.52
<br />-MM
<br />Area%
<br />Zone
<br />011ERFfANG
<br />2'
<br />31
<br />6'
<br />10
<br />16.00
<br />-53.19
<br />16.00
<br />-83.07
<br />-110.56
<br />20
<br />16.00
<br />-52A
<br />16M
<br />-74.07
<br />-99.76
<br />50
<br />16.00
<br />-51140
<br />16.00
<br />-62.18
<br />-85.49
<br />100
<br />16.00
<br />-50.20
<br />16.00
<br />-53.19
<br />-74.70
<br />BLDG-A t B.
<br />Negative values signify pressures acting away from building surfaces.
<br />McaftWincopefthkidiomed w4
<br />deflvvaW b' i0 m=dwb r aaty =d
<br />pale so* i doom With bwf,
<br />Sian deal p almd moth mlatim boift&
<br />Sealed d>alarbp do ndcoadb* = a gmal d
<br />dodo soodatigimwigacdq au t>te
<br />angioeet Q(nWed fW tb0 av+e Mn PO j0CL
<br />10125111WY. 6 WWr
<br />BAZSS14NIA N1111111.38"
<br />CArl89S8
<br />"s`sslseerrl*p,
<br />H P S.."y "0:
<br />No 48014 e
<br />STATE OF .•�
<br />° �'•`•°' ���*"ilia/ j
<br />rr*resrr<icesa
<br />ffi� BY:
<br />SI.B
<br />CAD BY:
<br />171.
<br />Digr BY:
<br />1T3.
<br />C®BY:
<br />314t6.
<br />
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