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HomeMy WebLinkAboutApproved Site PlanFlorida Building Code Online t Page 1 of 2 MS Home I log In I User Registration dbY Manufactured (Modular) Buildings S USER: Public User Manufactured (Motl, arl Bu itllnas Men > Plan Search> Plan Lis t> Plan Detail Plan Tracking # Code Version Building Type Municipal ]ail Manufacturer Agency Agency Plan # School District Contract Agency Construction Type Fire Protection Fire Suppression System Occupancy Allowable # of Stories Wind Velocity Fire Rating of Exterior Walls Maximum Floor Load Altemate Maximum Floor Load Roof Load °R° Rating of Floor, Wall, and Roof Modules per Building Square Footage Approved for Hurricane Protection Usage Designed for use as a Hurricane Public Shelter Comments Original Plan Tracking # Date of Agency Approval Date Submitted Date Accepted Status 34766 2017 Manufactured Buildings No First String Space Inc. Gulf Coast Modular Consultants FSS-7246 V-B B No Business 1 180 mph 0 him Area ALL 19,13,30 1 654 Sq. Ft. No No 02/05/2019 02/05/2019 02/06/2019 Accepted cenml elan Reviews Exposure C Live - psf Dead - psf 50 10 30 10 contact US :: 2601 Blair Stage Raad. Tallahassee R 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cogvrlght 2007-2013 sate of Florida.:: VHvacv Statement :: Arcessibllity Statement :: Refund Statement Under nodda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this amity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 650.487.1395. ePursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pravide the Department with an email address It they have one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an b , made available to the public. To determine ff you are a licensee under Chapter 455, F.S., please click here . Manufactured (Modular) Buildings Acwpts: FM go EN El Is https://floridabuilding.org/mb/mb_pub_plan_dtl.aspx?param=OgQwMGULGpylhAuPb 1 J... 1 /24/2020 GCMC Gulf Coast Modular Consu ants 6032 West Port Dr. February 5, 2019 Port Richey FL, 34668 Space Inc. PH: (727) 226-3730 First String P E-Mail: 892 East Railroad Ave mfrey.gcmc2018@gmail.com Pearson, GA 31642 RE: Plan No.: FSS-7246 Building Size: 12 X 56 Occupancy Classification: Business RADCO Approval Date: 02/05/2019 To Whom It May Concern: This is to confirm that GCMC approved the above referenced plan under the Florida Manufactured Buildings Program administered by the Florida Department of Business and Professional Regulation (DBPR) (FAC Chapter 61-41). GCMG's review confirmed that the design complies with the 2017 Florida Building Code, with the following limitations. 1. The Manufactured Buildings Program approval pertains to the factory built modular structure only (and does not include the foundation system). 2. The foundation and anchoring system, utility connections, and items constructed and installed on -site are subject to review, approval and inspection by the local authority having jurisdiction. 3. See the site installed items list on the approved plans for list of items that must be completed on -site. 4. Chapter 633 Fire Safety plan review and inspection are reserved for the local fire safety authority having jurisdiction. 5. This plan is valid for use only in those jurisdictions where the structural design loads are less than or equal to the design loads indicated on the approved plans. 6. This plan IS approved for the High Velocity Hurricane Zone (Miami -Dade and Broward Counties). 7. The use of the building with fewer plumbing fixtures than required by Section 403 of the Florida Plumbing Code is subject to the review and approval of the local authority having jurisdiction. GCMC's review included a review of products for compliance with 553.8425 or FAC Chapter 61- G20-3. A set of signed and sealed plans will be retained on file at GCMC, in accordance with the Manufactured Buildings Program requirements. Sincerely, REVIEWED BY: MICHAELA. FREY e 7ylsc/Igui'.R. i'aa. (� OCMC) Michael A. Frey FLORIDA MODULAR PLANS EXAMINER President (GCMC) NO. SMP 37 SMP-37 (file: attach to FL FLACom) MECHANICAL NOTES: +waFwaonp.m ww.n�now 1x°.w'i.1.aw F w.n w rw. nP HWZ NOTES: 1. 94TA1110 �T 14x-9YtYW£ MNI p rFLf 914E A 41FAALLY. i RC6191NL6F % F41AYiW1W WE VAU Ci bP3. 3 M id TALE OF SMI FIfiNG PILi 9WL 6E D41YFll xf0 Yy WTfO AT FAd w1PQCIpx R IrNI YNP PMmQ13 \. T`�Wi APSr. ME�91NL{DUIIAm� 69.®M ALLOY \FRTCV. PA4If{ Q P6S zwmY cams EP mNsm xrsrtxls YesT F a1A<m T F'@@ 1 F�CpOalwvlW i^� CO aMYY aAMO rs xm ro fi.� �VU.K..T LE45Mx�1a1�apa1�/p� 9M1ALL.FH. .OTEl�45M x CU 1m d "'.N. .T} Gm., pM 7.M1 ¢a.T a' RDS 9UMN4 xgST $ a.W39 aM YWLItl 'h. WMWx iM A a9rANF Pf Af IE\3T A FEEL FROI Gal c.ExE ww WINDOW & DOOR SPECIFICATIONS t. ceL PANE axoovs AOE rEarm Fq xL aa1Art taes sx rxE Quota Fxxcr quwrws Fq M wmw Auaxm o-FAmm Alro sae z n¢ YrsaM uzwAaE .n FAPq art Fp TaoaPs e w au Pm SwIAa FE[i a voDM ,a9. S MY.L'JN x1MlHL .V11VK42 M1E fp1 pIP Wq5 5 63 61 Pq SWME fEEr G OWI 4EA SITE INSTALLED ITEMS: rn va w a`le� aw wwn mom sw wor nxiuva m'm<w"���'xm i I m imp ocAF�u�v'[a1�mPT ga:.w i.r'on s i'o PLUMBING NOTES: Im .,u w°"'ilamw aw muem�row Poh�n ww wwa xm. xw3rumh vxxF Mr Prcnov a .ac rMFEcrt'{v Fw1 �vF`Fsr F"`ielmuooxv sPa pxa F xrs,A.rtn Ym .Fiz Puvav mx� aucL Pa v...rz P.nar Yx\u RP A. aPIX`TgT NON p¢Fq .p�'Wr pI VYY vMM 9M4r IpL >. VFY yq yWL {tM,gpAq./A 3WtFWi412pn uuP'KN4tl Wrt1➢YO IM M14CmS un rME xw Y6W9 x41W9114Y hl[ 1F0 9MN ga�u0 hi4sYllf L¢ F4XD xa 9h eBrxlm W dIP3 9861 A •.'IFY ��� W ui uKc4D MpE YYK vM A r�wRTAMP a 1mR (Vee 1 ® •O]I R\¢ f YaiID W NM FFARR grxlFIl W f xY04 P.M 4 ®6\m Ya 9¢ xT41d W Onaq 9aLCf m bJl r!A RE e6fYld W I.4LL En®m M WIWi1 q4t F ICglp x' pM{\4➢SMFcaa(G®�lP�pC PhA9MruO S.V] nEY V.Q .YwaC R�� FUR �0A H031.YL YR �IDtf.@o Pl'�Olm ra OrroT (Vm w 1 mciAr�itlu` \® Y.mq vYw� - u rmFAra m mTc um suu Y.m AR 1m7. G041c Feb 05, 2019 APPROVED (+xi)nEriiv r'F MIE W W: MICNALLA{PEY P JN�G.CA. w-iux STRUCTURAL LOAD '� sO a/PF u®av L T%•d. s¢wuLn®Fapm pP � Nbrt. ��r �a4 nzmm• FLONDAMODINFAP"MVINiR NO. SMP37 wm�r 1I5.2G19 CODE SUMMARY: VAn 9U1•.➢e!G El£C7PICAL YECXMXK MWINC ACGESS w I Q1 y CC9E PHC aM W. RMIDA W4 NS ED. F2e»M ED. mor - p nM FA 9N6MG me 6M 0. (1D3]IM 11ELM4VilL PWYCNC ACCFSBtlILtt ENONGY CON¢AVADON (2m73 mgAmo Exaaw-mE rNscnmsm rxss muoEr. r.c-nv xwm cvraN wAo-auulo, m. uxm �0c `� 8 es. ........WMEfN. a�nx. Na. S86S9 •.t0 STATE CF Q• ;!5/2DI9 ��$f: Otv,•�n.,,9°�,\•^`•\ I,,, {•L t; i (W 5tiPYG:N SY•lNbaaf � FIRST STRING SPACE 2aiO PIiLVWO A\E FAS14-sol li s... � . 9:.0 ro^sc^ >xw J'D' QS i9m 12 95 SVSs :NE55 I tar a CCVF.R 9iF.F.T vn Pq p awr wRmm .+y Nwa�r.a;�aN ,ty;,�j, auve�n w H u�T 0y C� ilY wv q .Pras 0 �rrA: n Ras*s �nm ova nn '�0p0 aNrmn ® aNrmn wmm� ® w."amnswm FA r.a moron ELECTRICAL SCHEDULE <a�il rsH au -.m'o. 7-1 Nr, ,>hN A.a a �a.r.a.. w ELECTRICAL PANEL SIZING: LdAPMH NVA IpIR6 .1UL CQ151(./S A0]l S M 1.2. 1.9_ A� N AT Lf4K AT NVK J9S_ roru 2x6 rr mr1+J2� � rPoAxa � Irmau I Impw v 1. OWV RISER NTS m0{ OLs.94na.LL e.arnc warm a.srwe Ya�vi�wq� mot 4Or �A T'� nr cm vnsewnl. }v. vA®Pro.m �a a ¢rani an60'Im INTERIOR im an w.emH m.�.Asram •r nc maa Ir acnamn l3r �vr u°�r uo swnu.mnc riir'�i ewa Hunt�l nor nm� ®ml @NE IIM mr SHEARWALL DETAIL -N15- WP0.T UNE =NO 5 9AM W1 AN AMMIM AVAM PRESA1RE CY 0 TO 60 P AT YAW 1N AND SIWIO UE VEfi MM TO OINismu=O YL Wmy IIM1E$ SHALL x stUD-UPs S ALL IY 1/S UNIER OTMMW SEr2}IED. SUPPLY RISER —NTS— Feb 05, 2019 APPROVED :N.ruLxaB.O. fib A rm mm rmAA. maAruln r4°"mr �. M1 seas (rZ11 Zl-TY Pd¢. 8y6Sfr3 Y }q ni Ir 1NE rLIXw . No61CJIN R 1XI5 wAN Is LOIr @IAYE PVSs-rt{E OCiINCIIOr As REf@QI®w FAc MIE oA-zm Posme a rwna scw(s m r¢om¢n fir rw saAN.m a sNAu eE msTAu}D a 31�E Dr Dorms ra snr9as wsr wsr 5 ra sAGNIYu . M- ro rl¢ urr 9K or lNe wm E FT . ii WyT BE LOGR➢ B(1'I[pl a a¢r nor G 6 r¢r ABIM1f +xE Imvlm r}oaa 1110 A,AY D]1SMST/LIDOIES TE. 01NfnS 40E Cr LWS MAISQI. OAI(iA 3IN2 (9121 42 bA I". I! BO'ova OR PLAN °a.: �".p1R 0 a a EIEVAI YOf6: ttPICIL sum .� ..= .1 / RRcwWD) REAR ELEVATION FRONT ELEVATION Feb 06. 2019 APPROVED I LEFT ELEVATION RIGHT ELEVATION FIRST STRING SPACE M2 � AW- WT .. ;;Z, R SM. 3160 (912) fit-.4» m. STATE Of- 46 ....... INC. 12 . 55 BUSNCSS Cr 4 ELF M.N5 ___j w---�T-----mom INTERIOR FIN!SH MATERIAL: CENERAL CROSS-SECTION NOTES: «a;Nc -,/r cn av,N. eo.msiauEO Pu u..+.,e•a�xas mET0.Aflws (xam:•ar vLNv.) uNIE$ aranNY 95.a9aJ, au sifn Yusr •NYPLr W v.LLIS - LY M1PC Y Lep9N 6O L tKa) Hs4LtL Y.ti. iTKT4P: ' N9. 'FCY.RFS g2`S:nA➢M1l5 1. •LL ua 5]E'•5 Nqi IXARY p/ M9/ /'iE mG2l Pryy 60 YY.Na P.IO. w nW: -.5 ort'o NA, } SQ n-.v.9AMY MN ttP pE`n u:D ilf-09%1 Smut/^.n.', V)-✓nws. ,-01F' CGWgR u,J � a,0 ,a9Am R.W41E5 LL 9E 0.ASS 8 W R°TU H ]J.vZ Y tH Rr,tiR H 3yl,S u0 Erv..OxD 9-A5S .X4ni.MNS aAD ETC>IcnPfi � 1 wt Es ens: e w �e eT ( j«am � YPm�smtxror t0 Wli RCR uane IMna mu�.s o IN ac og m RYraW soma sNm me vYE T4VNf55 LS ME WLIo WLFMAL )0 .`E psflLID 1S MCQSJIY 1i ul HIRM: Yay$ x101 fA1xG6 gE VFPIYyrjy NOlE2 aM RtLR RAN If fiLV M9wC 9£ RN 9GMNa RrLL aXD E=IEA'P1 Ml WiWN. Ru voAaY a• mn uYYw ice Wlnm Ducr sRm+unms � ace Ras W: RN mEe,Yc se srAK oE9w vAw¢ nn RDY ro rsu IA516u1m RFWortl4]IR -I/Y SiFIl SIIYP SRW R«f m,l•LL- fA51008>/ m 164. 1• PExcWA,%H EixR[E I.R E,ww LIO (M)CLL YORALLS) I[OIL i1xf43 MEd M Mi f.W. «Pcnr awn rut smm sou « smusm ro i® RAa ua RA=E 9uu ¢ smavrto ro xWOST WYWIi sM r/ EPIIVNM EASIF=avC wnL arWS a• mR OlE-¢C su. curt a• sPn OOA[ SnEli y S9n O i6' nC 6ro• Ep.,t E.aYXAT a5aw aG S Rf RrHOmloaAn m nsr L •d 0.G e0nw wK a• smn ('D =5 CA Y 1-1/Y SRII SW.P in01 II. MN ro•RWRNgr OIIM. 5)AR6 Pq SmN qp (1191CLL SOE>a1LS O FIa>nLs) IAa oums ro Ram nsr PE A4YawD smaanMu PuaA2 oma«a AM mosvEume `JACIc (SFL MPImNY PAIXA4£ Ew 9'ACm) EXTERIOR FINISH MATERIAL i {I iLpa EOf31 J R-W H9MnnV EW. rz> AAK aY scars L%iwm Bm ZR R O IB' PC IXIOEm SME R SFn O Y na M1T >,taR � fRW YWX r�on src°tl`m1aA°Uvws F WpQ A,O ru s»n a 15• nc An ELSE.IR1£ w rnLR:W R-u E.Wunw NM CE IX¢4 45-1 IY NK UM ROA EIOAT%Va ikGRtrt ROW -Mu+a Rs n-cam srumAs IWr w YAe-ImE>m w alxa� Pw rw.. .Pe®m mm PAxn PYAMOO Rn n PRxucr AaYWAe xrm R IMEP �(ASWai Pm Ica IEm rAnE-rmc m � PYc a ce P.Im. A ,� xwAYm aYa � ,Pn= RlllW mwa Ia � PYaI, 9.a.en �e x us wH slaNs neww ETPmm cam isyscs e• «EWs AW 9Lu avm m n «ot Pums YM YAE-1N[ Aorns arzN eA� Eat/¢ aamw. aPnw = OzmlaY >-wk Ka uYRs a Yx Kroz RYeam YF•iNNc tm ux. n)raW 9uflwe sP.m cam lo, no. xm� � m°fv um v um cam 1ws� E- W eDKs .w a- W rmP aYAErrt Nm....-w5E m AasK Y4L - )/IE' Nup P `RL (EIFAM) Sbla aVFA KR1a1f9 MOSTEIE EW®t lSulID RA Y.1M6AEN196 9ELf14nws PRODUCT APPROVAL INFORMATION: 1. Wmi (FP£LF)R) -M. 1).50-1a i EPRnr-R.OW usnxce 1 xuMl PANEL. f)OPC - MI U 1]]J.iJla t (uLUmpE)Rgf -MI R%E-Nt v am Armors -Ma mlW-RI SFE eimin NOK 161Q1 R41MeA NiOJJA1XN EYIWw Y41 IIN91 F%RAw Nut SRVCIMK mxOIF S�RuIS mxp10 x6fa141q! SmlCNnn 9PAMV5 Soul EYIEW P}111XVP1StY a mu m miss rm wmo ro s/•• Mxsnnr EmaE PF Q RY AR MM YL 9EAnpa FaCFS 9lWOlfiD ET r no,wxe Llx®< a rIK sxrE sa Arm waR As ExIE2m 11VL RY'1W' mA®la YxiWAY sR R)WW svAmNc FASIa® Y/ le u x fY 1-1/r sru%Es •• Pc w Eoss Mm Ir QG H nlE FlLIP m 12 rNE SWC SMJWM4 pPOxC W1Ffln AW fATrpxG 1EnIW ai 9S.9f® fw EImY.WS SNp,INLS wA6Va MiuLW! ECNCIIA41.' GIMC. 9WL FYIFM PYIIINYPIAT Inca rce mnMs im aua ro J/r Mrauu eaw rm mWE nsr Mrx Au sullmm E11G2 swceKo 9T Y NPVI/L WHR 6 ME SWE `61M OM2 As mwm rN1 mAMxn 5/Y R)tlDD 9(AMM EW. 1. FASIFAS➢ >/Eq MNw w P4v. 6w NAEs S' PC ENS uf10• PC. M nE II9p —RY ,YaI as Ewn s)Pn P fY P.c W= f.Ti Wei pEwOVAR)MR (flfi ]IE-S)W ]eL48 1 Gcwlc �p Feb 05, 2019 APPROVE vmwry STAGGER JO M !8. O.C. ROT 8PINORY ROOF SHEATHING DETAIL YUEEHIOE m am Pm w OtER 5/r KY OECNMG ROT MN AW 9 U BE ELO WN )vavcn NW. LUYBER FM A OIST.WC£ T 2-4, MM E (A ENOYAu I $N JIU . RFSER m E%IEIam MW MAMA (ASR]:61.Y K-10) M ATT�RIT TO Mm APPROVED TRU5 OESM MR MMUFACWRM UNIVERSAL IR115S ORAIW(G. If P11E1505 11a Y!S a a"PG a IPE FLOMW EY1Wm >1I151S/ sE5 woss scow a rxP RtYlwc s¢ amss scnaN WOE RPP BALLOON END WALL DETAIL xfE HITCH ENO ,y::FIIYtRIN C�-/.$. E:• •^EAa e T\N bW ew@ti•.-V s Q: m.OAmP o,am-sae NlaxelPo. rm SMauv.c-++e x.Nm, nHw wE-.rsn.lo..%®E, FIRST STRING SPACE an . ME EAS1 PUPa,L cmaA aaa (P =l •a-aw tMe ewer' a ) W STATE O: sQyd.P• FCORl00:•: ��� 19 °o�SS10NAlE�6s.>s I Fl WAR sivatNa erSPINC. F5 BUSI 17 li % 56 BU9NE5$ sm moss s[enW s ma • Y)mnam - 6 COMcheck Software Version 4.1.1.0 O�( Envelope Compliance Certificate Project Information GCMG r s Energy Code: 2017 Florida Building Code, Energy Conservation 9' Project Title: FSS-7246 FL BUSINESS Location: Miami, Florida Feb Ob, 2019 Climate Zone: 1 a Project Type: Vertical Glazing / Wall Area: Construction Site: Additional Efficiency Package(s) On -site Renewable Energy Building Area New Construction 8% Owner/Agent: FIRST STRING SPACE INC 892 EAST RAILROAD AVE. PEARSON, GA 31642 Floor Area 1-Office : Nonresidential 654 Envelope Assemblies Assembly APPROVED Designer/Contractor: JAMES BRADLEY P.E. 799 HALLECK CANYON P.D. WHEATLAND, WY 82201 Gross Area Cavity Cont Proposed Budget U- or R-Value R-Value U-Factor Factona Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office] 654 30.0 0.0 0.034 0.027 Floor 1: Wood -Framed, [Bldg. Use 1 - Office] 654 19.0 0.0 0.051 0.065 Compliance Statement: The proposed envelope design represented in this document is consistent specifications, and other calculations submitted with this permit application. The proposed envelop designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck, with any applicable mandatory requirements listed In the Inspection Checklist, James E. Bradley, P.E. NartjonsTi0iiling Engineer - Sole Proprietorship 799 Halleck Canyon Road Wheatland, WY 82201 Project Title: FSS-7246 FL BUSINESS Data filename: Untitled.cck V late -- .eo.... STATE OFORI • @' \ p 2/5/2019 Report date: 02!O5/19 Page ; cf 20 i check Software Version 4.1.1.0 Interior Lighting pliance Certificate GCMG Project Information Energy Cede: 2017 Florida Building Code, Energy Conservation 7 Project Tale: FSS-7246 FL BUSINESS Feb 05, 2019 Project Type: New Construction APPROVED �Yl+cfiaa�.A. i�uy Construction Site: Owner/Agent: Designer/Contractor: O FIRST STRING SPACE INC JAMES BRADLEY P.E. 892 EAST RAILROAD AVE. 799 HALLECK CANYON RD. PEARSON, GA 31642 WHEATLAND, WY 82201 Additional Efficiency Package(s) On -site Renewable Energy Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1-Office 654 0.82 536 Total Allowed Watts = 536 Proposed Interior Lighting Power A B C D E Fixturo ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ 9 of Fixture (C X D) Fixture Fixtures Waft. 1-Office Linear Fluorescent 1: 48" T8 25W (Super T8): Electronic: 2 9 44 396 Incandescent 1: Incandescent 60W: 1 1 60 60 Total Proposed Watts = 456 ..- Interior Lighting Compliance Statement ggtgttitlilElllllP)t/fl/ Ccmolia:tre Statement: The proposed interior lighting design represented in this document is consisten`c tFB�bu /(1 s, specifications. and other calculations submitted with this permit application. The proposed interior IigiLt01 . �e h¢�i,• r designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck V� with any applicable mandatory requirements listed in the Inspection Checklist. y �.: _ 9anres E. Bradley, R.E. ppCYS1gpedby Noless Ej Nam totyillting Engineer - Sole Proprietorship Signature -, a<. rte _ 799 Halleck Canyon Road +5eeoseeaaAe+eo... SPATE OF •@ Wheatland, WY 82201 <6t yo�,,��1CaRtOp;\�L`p NAL Project Title: FSS-7246 FL BUSINESS Data filename: Untitled.cck 2/5/2019 Report date: 02/05/19 Page 2 of 20 CO check Software Version 4.1..1.0 Project Information Energy Code: 2017 Florida Building Cade, Energy Conservation Project Title: FSS-7246 FL BUSINESS Project Type: New Construction Exterior Lighting Zone 2 (Neighborhood business district) Construction Site: Allowed Exterior Lighting Power A ArealSurface Category Owner/Agent: FIRST STRING SPACE INC 892 EAST RAILROAD AVE. PEARSON, GA 31642 Quantity Feb 05, 2019 APPROVED Designer/Contractor: JAMES BRADLEY P.E. 799 HALLECK CANYON P.D. WHEATLAND, WY 82201 C D E Allowed Tradable Allowed Watts Watts I Unit Wattage (B X C) Main entry 31t of door 20 Yes 60 Other door (not main entry) 3 It of door 20 Yes 60 Total Tradable Watts (a) = 120 Total Allowed Watts = 120 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areashmdace s. Proposed Exterior Lighting Power A B C D E Fixture ID : Description I Lamp / Wattage Per Lamp / Ballast tamps/ # of Fixture (C X D) Fixture Fixtures Watt. Main entry (3 it of door width), Tradable Wattage Incandescent 1: Incandescent 60W. 60 60 Other door (not main entry) (3 R of door width): Tradable Wattage Incandescent 2: Incandescent 60W: 1 1 60 60 Total Tradable Proposed Watts = '20 EcQ�htFnrtR s Jay SI $ 36)E u�� 2 i tl GdC 2 k gs $ jY f p s s Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is con! specifications, and other calculations submitted with this permit application. The proposed exterior designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck with any applicable mandatory requirements listed in the Inspection Checklist. _ James E. Bradley, P.E. NameCd5ftlting Engineer - Sole Proprietorship 799 Halleck Canyon Road Wheatland, WY 82201 Project Title: FSS-7246 FL BUSINESS Data filename: Untitled.cck Pe, to 460 STATE OF •."14r 2/5/2019 Report date: 02/05/19 Page 3 of 20 COMcheck Software Version 4.1.1.0 Mechanical Compliance Cedificate Project Information GCMG J ,b Energy Cede: 2017 Florida Building Code, Energy Conservation Project Title: FSS-7246 FL BUSINESS Feb 05, 2019 Looation: Miami, Florida Climate Zone: 1a APPROVE Project Type: New Construction if2ea"144. 'P'7 Construction Site: Owner/Agent: Designer/Contractor: FIRST STRING SPACE INC JAMES BRADLEY P.E. 892 EAST RAILROAD AVE, 799 HALLECK CANYON RD, PEARSON, GA 31642 WHEATLAND, WY 82201 Additional Efficiency Package(s) On -site Renewable Energy Mechanical Systalns List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Other, Electric, Capacity = 36000 kBtuth No minimum efficiency requirement applies Cooling: 1 each - Other, Capacity = 36000 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours ott.s:e.m by: minimum efficiency requirement applies ystem: None <S6a0EEfi]]ABSW... Mechanical Compliance Statement ,�`�`\",p111iIN0fultl/tNtq Ccmaliance Statement: The proposed mechanical design represented in this document is consistent w���F jl��jjQQg,pp�� n� spedfications. and other calculations submitted with this permit application. The proposed mechanical, 3 F9a47�"BLyc^ designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Ve�.+6g� 4:1.1.0 and to cor with any applicable mandatory requirements listed in the Inspection Checklist. o,..et...e nY®. 1695 Jaynes E. Bradley, P.E. Nam=C d4M€;Iting Engineer -Sole Proprietorship 799 Halleck Canyon Road Wheatland, WY 82201 2/5/2019 Project'Title: FSS-7246 FL BUSINESS Data filename: Untitled.cck PF. 4e0... STATEOF '•(�' ,'• P�ORIDt•Q� Report date: 02/05/19 Page 4 of 20 Job Truss Truss Type Oly Ply First String Space 316 GA 91230 P1184505 KINGPOST 1 1 Ref. #3164614 Universal Forest Products Inc., Grand Rapids, MI 49525, Weston Gorby 8.130 a Dec 12 2017 MiTek Industries, Inc. Mon Mar 12 10:43:69 2018 Page'I of 1 Copyright@2018 Universal Forest Products, Inc. All Rights Reserved 2-10-0 1 3-0-8 13-0-8 1 2-1041 0.68 12 3x4 = 61 -f0 23II 2 3.4 II 3 3.4 11 20 11 5 -',. 10#D OUG •, 10x200ud,-:'�; •-,• 10x20 Dud ��- �qqy W1 W2 .• -i �j \2 , Wi q� Sxa = 10 8 11 -High Wind Speed Truss" 7 12 5x5 = 1x311 Exercise Caution to ensure all field connections and supports 9 are properly specPoed by a design professional to transmit the required forces 6 2-10-0 6-1-0 1 2-4 0-9 1 11-9-0 (11-0-0 to 11-9-0) - --� Plate Offsets X 2:0-1-12 0-1-4 4:0-1-12 0-1-46:0-2-8 0-2-12 9:0-2-8 0-2-12 SPACING-:2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CsL DEFL. in (loc) War Lid PL.AT'ES GRIP LOADING (psf) LOADING (psf) Plate Grip DOL 1.25 TC 0.49 Veri 0.05 7-8 >999 240 MT2.0 2441190 TCLL 30.0 TCLL 45.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 7-8 >999 180 TCDL 15.0 TCDL 22.6 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 6 n/a We BCLL 0.0 • BCLL 0.0 ' Code FBC2017/TPI2014 Matrix-R Weight: 50 lb BCDL 10.0 BCDL 15.0 FT = O°A LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc BOT CHORD 20 SP No.2 pudins, except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 64-0 oc bracing. REACTIONS. (lb/size) 9=630103-8 (min. 0-1-8), 6=63010-3-8 (min. 0-1-8) Max Horz 9=121(LC 6) Max Uplift 9=-428(LC 5), 6=-428(LC 6) GC'Rf3S:':; u� FORCES. (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-31/99, 2-3=-985/1045, 3-4=-985/1045, 4-5=-31/99, 1-9=-72/96, 5-6'=-72/96 Feb 05, 2019 BOT CHORD 9-10=871/971, 8-10=871/971, 8-11=-871/971, 7-11=-871/971, 7-12=-87li971, 6-12=-871/971 WEBS 2.8=01208, 4-7=01208, 2-9=1087/1062, 4-6=-1087/1052 APPROVE© 7skc4!26fi'.li. I'+e�. NOTES- 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult--181 mph (3-second gust) Vasd=140mph @241n D.C.; HVHZ; TCDL=6.Opsf; BCDL=4.Opsf; E-signed by Kevin Freeman (Aft. 180mph @16in D.C.; TCDL=9.Opsf; BCDL=6.Opsf); h=3Dft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) zone; end cal left and right sed;C-C for embers and nt A.-, shown;ctions plate grip oc �' ad noL=11.60 10 0 psf bottom chord live ncus ent with any other live a loads. 3) This truss has been designed for • ti0; 1N (" PY,c,` :94 4) This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 0a® ��•'`�G �; • V tali by 2-0-0 wide will fit between the bottom chord and any other members. e i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift atjoint 9 ,�` No 5^c2'..;4 a: and 428 16 uplift at joint 6. 6) When adjusting the variable span dimension, adjust the post placement dimensions proportional to the change in m � 7) Based on: P1184504 .TrS{---�,•-4; 8) Revision: Updated code �, •,zc •.��e "a iaRlV�'�` .`. lr :,T'aN r ON AAl4 The professional engineering seal indicates Mat a licensed professional has reviewed Me design under the standards referenced within this document 3/12/201A not necessarily Me current state Wilding code. The engineering seal is not an approval to use In a specific state. The final determination an whether a truss design Is acceptable under the locally adopted Wilding code rest with the building offidal or designated appointee. WARNING Verify design READ NOTES Universal Forest Products, Inc. 2801 EAST BELT LINE RO. NE - parameters and PHONE (616}364.6161 FAX (616}365-006D Tressomp net beas siigned approval d design engineer. GRANDRAPIDS, MI 4S525 onlyb end nobuss This competenthasd beendesignedfortheloads noted an Midefined g. The builder Is responsible oases have not Weanmeters andign cur TPI This shown. for GPong methods and system design, eugtlar mspan53Ji6as era defined under TPlt. This design is based only upon parameters shown, and Is for system is an individual building oc mpenentio be installed and loadedver icaly. AppFcabileyof design parameters and pmperinmryomtion ofma"nentismsponsibiuti building designer -not buss designer. among she" is for lateral supporter mdividuelweb members only. AEdrional tomponey bradng to insure stability during senewarbon Is the responsibility ofthe eredar. Addifional permanent bracing of towers?] sWCWre Is Me responsibility of the building designer. For general guidance regarding fabrication, queldy arme,storage,delivery,erection and bracing, wmult SCSI 1-06 from Me Wood Truss Council of America and Truss Plata Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI53719 J.VupponMfile1,SuppVemplatesWfi%"