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HomeMy WebLinkAboutBUILDING SITE PLANSi August 7, 2018 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1472 HWC Plan#: 2540-0465(M1472) To Whom It May Concern: MCP-3098; SFD ENGINEERING a INSPECTIONS CERTIFICATIONS • TESTING RECEIVED APR 16 2019 ST. Lucie unty, Permitting This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the Iocal authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. os HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORMA 33755 (727)584.8151 FAX: (727) 686-3343 1 (727) US 2392 ! (727)557-0447 Modular napla [nu/ 4� d SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. ELECMM/PLUMBING CONNEC DNS: GENERAL NOTES: a°°efC°mEAw�m�va: m` ATTENTION LOCAL EIUIWING DEPART.: ALL ON-SIE ELECTRICAL AND PLUMBING CONNECTIONS SEALLATON SHALL BE T. MODULAR BUILDINGS SHALL BEINSALLED BY A CONTRACTOR CERTIFIED BY THE WILE FOLOYID (TONS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER. HAVE NO COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBINO CTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REO IAWONS (OSPR). BED( INSPECTED. & ARE NOT ATTESTED TO OR COVERED BY ME STATE OF FLORIDA SEE PLUMBING & ELECTRICAL DETMS FOR TESTING & INSPECTION E MENTS L IT IS ME RESPCN3l381UTY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATIONS INSIGNIA THIS UST DOES NOT COMPLIANCE TO ALL APPIMINE E CODES AND JACOBSEN HOME SPEORGTION% NPEPrSSAOe Y UNIT THE ITEMS. WORT(. AW OR MATERIALS THAT MAY BE REQD E.�y��y� IWE�y OBTAIN ALL REQUIRED PERNIM & SM48XRE & INSURE THAT ANY INSPECTIONS FOR A COMPLETE INSTALLATION. ALL �TE INSTALLED ITEMS ARE SUBJECT S. PREPARATION / f�/VENA/AAE01N: UNOA■II SV REQUIRED ARE PERFORM BY THE LOCAL AUTHORITY HAVWG JIIASIFICIION. ANY TO APPROVAL BY THE LJHA. ALL CODE COURUANCE FOR ANY SITE INSTALLED AND ALL REVIEW APPROVAL NSPECOON. RE -INSPECTION FEES AND/O( OILER COSTS ITEMS SHALL BE DETERMINED BY THE LIRA AND ARE THE SOLE AND EXCLUSIVE N WTI ACCORDANCE WW1 ME REQUIREMENTSOF ENE FLORIDA DEPARTMENT OF BUSINESS SRALL BE BONEBOLDLY BDLY AND EXCLUSIVELY W RE CERTIFIED CONIMCTOR ANY RESPONSIBILITY TY OF CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN N HOMES. & PROFESSIONAL. REOMIMM THESE APPROVED PLANS AD NOT CONTAIN FOtIIDAWOS FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT ME WAR ANIY. SITE INSTALLATION INFORMATION IS CONTANED WTHN THIS APPROVED PACKAGE. 1. ALL LOTS SHALL BE PROVIDED WTH DRAINAGE AND SHALL BE GRADED SO AS a WE FLORIDA CEDIIFED CONTRACTOR G ssro E & SOELY ACOWMANE FOR TO DRAIN SURFACE WATER AWAY FROM WE FOOTINGS AND WE FOUNDATION D'Al1.S (BY OTHERS. ALL LNASS, WOTAIIM DRGAMC MATTER. UNSTABLE SOD. ALL CONSTRUCTION MEANS. METHODS, TEC AGUES. SEQUENCES. PROCEDURES, AND COONONAWON OF ALL STAR( PERFORMED ON WE STRUCTU E. NCL SIBS s.�-- D 5� (SIGH AS AIL WIX ANO/W GIIIDI UIE SODS} OWIFR OSEIOOWS MATENM(5} A OCCUPANT LOAD - ONE PERSON FOR EACH MC SWAE FEET OF FLOW AREA ALL LD09: DEBRIS ALL FWBW OBJECTS. ERG. SOUL BE REMOVED FROM WILE & NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELLOW THE THIS UST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCISIVE: AREA OF TIE FOOTINGS. AS WELL AS THE ENCORE AREA BENEATH THE BUILDING. BASE FLOOD DEVATON AND WE FOUNDATION SHALL BE CAPABLE OF READING ALL. 1. ALL S E wOnALL AMa LST RGL (Mim,, ISBN/$ THE NNW PITCH FOR ALL SURFACE GRADING SHALL SE AT LEAST ONE INCH LOADSIH LDS INDUCED IMO T TRASE3DUIG ART' INDUCED LOAD THROUGH WE BUDN Ua L TE asn ns FaDDADL M-Dam, AS, AINamn soma FOREVERY ION FEET OF ffi AREA WATER .SAIL I YWIAIL MGuO ACWMULATE BDDW ANY A. THIS BUILDING IS NOT DESIGNED NW IN EL9FD TO RE INSTALLED (LOCATED) IN S WSEO: nsAncNf AD �mD ewp sAv®R mae maem2 PORTION OF THE SRDCTIR L ALL SITE WOO( IS BY OT ER& NOT MA0099N HUMS 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARD WADES A RAPS, RW s AD ameeA. AGGN OE2MARa AM. AY®nY Br"M L CRAWL SPACES UNDER NIUDINO KINDLY BASEMENM SHALL BE VENTILATED BY IT IS THE RESPONSBNIY OF THE CONTRACTOR TO VERIFY THAT EACH a &EDAM APAr4 aAW-GM¢ AN: IlamP m x NAmD smNMg4. APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN WE FOUNDATION WALLS EMITTING IS INSTALLED IN THE RESIGN FOR WW W IT HAS BEEN DESIGNED a Aa P MESAS Has Pmmmm(O MAR nE S R VESSOM SYLTIM(a MOD. OPENINGS SHALL BE ARRUmBED) TO PROVIDE CROSS -VENTILATION AND SHALI. BE AND CONSTRUCTED. HOMES AND ITS WIRD PARTY AFBUILDNG ME ONOOIECT COVERED W/ CO ROS ANT VOTE MESH. THE LEAST DIMENSION SHALL NOT AGENCY. ALONG WWH A O/OR EN(NEDN O' WE a UMimOD INTISM1- ON�TPAS. FASWIp TAPE & 1FmAE EXCEED 1/4' IN ANY DIMENSION. CUBIIFD OPENINGS IN WE FOUNDATION WADS PLANS SHALL NOT BE HELD LIABLE. IF A BUILDING IS INSTALLED INTO A W HAis - Y Oa MAC: NY Da® - W At MAY; - INPTAED m1WALL Q6Y STALL HAVE A NET FREE AREA OF NOT LESS THAN 1 ED. FT. FOR EACH ISO SO REOON FOR WUW IT HAS NOT BEEN DESIGNED. THE C.MGIMnrAsCrtDR WHO a smDTID.a • AESaDa CITFIQQNG.TIaa a1W81 MaMW/SyWlA "FEET Or OAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER INSTALLED ME BUILDING 94ALL BEM SOLE UABLITYA RIESPO vSUTY. 1a W. SON; AID maul Oa 80Ow W 1 OMO O ROO cammia } .'V� ME FBC/FRC MN 8 WL POLY VAPOR 9APRER IS REQ'O BELOW THE BIIDMl4 7. TESE DRAWINGS, PLANS. DETA6S, AND SPECIFICATIONS MAY NOT NECESSARILY It. FADam COAL FNBI MCI" AND SOFR WTERALS D CINUI IEN AEA¢ `AALTERATE MEANS O: VIIDMW N AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRY EVERY POSSIBLE PIECE OF WORK TO BE PEWOWIB). F HEMS ARE tR mew awDR FA. amaisaL Ivan RmFeDaL AD/w SIGN WAmOa i WE FINISHED GROUND LEMS. OF M UNDER -FLOOR SPACE SUCH AS A GAIN. SPACE NOT SHOWN. BUT ARE REQ D FOR THE COMPLETION OF ANY ITEM INCLUDED 13. eoWo, W nDm AQIAaaIAIDMIGI own M USDA. OLL m N m KA14 SHALL NOT BE LOCATED BELOW THE BOTTOM OF WE.FOOTNG& YNERE WERE IS IN THESE DOCUMENTS THEY SHALL BE CONSIDERED 10 BE INCLUDED AS PART 16 QD4N-aAR (OviOnnS OW4 Fn.SI AB mm,4L AN: OLDER DWFI TLYL INCHES OF THE ANY E� WE TABLE BIRDS TO INMINGROUND OF THESE CONSTRUCTION DOCUMENT,IS. LEVEL ATAWE WTSIE BUILDING PFFWEIFA, W THAT W@ SURFACE WAFTER Q.PMWOF SETS CONTRACT DOCUMENTS(P.M$ NOTES, DETAILS AND SPECS) Fm IeQOr mmaY wnlmmm> M IN a -BE BY lnms OOE9 Nm NEMaY GRAN iRW ME OU20N0 BLUE, t1m1 ME CRMM IEV'B. W THE ARE NOT AVAILABLE. FROM JACOBSEN HOMES DR THEIR ENGINEER AND SHALL 1a xwe OxOeEct Oaa. QEAiifa SRNm �tw , [tL IRGBR-FLOW SPACE IN" AT A UNNOµ BE AS HIGH AS TIE OUTSIDE FVG9® NOT BE DISTRIBUTED BY THE CONTRACTOR To 91RCONiRACfOS OR OTHERS 17. IaW aowaa AT m AIE'A2 m AN, awLxuIN QwwA aSSD% Da.} GROUND LEVEL. UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVEGAPPLNC DETAILS FOR DIFFERENT TRADES MAY APPEAR ON MEN SHEETS. It GABLE DD FRANC Wm ILO® ROW 9YSIM 6 UN ESS OTHERWISE SPEOREO IN INS PACKAGE- EA04 END OF EACH SHEARYIA . TRADES & SUBCONTRACTORS MALL BE COORDINATED BY THE CONTRACTOR 10 FImA¢ OYEY svx IOImA11Q1 mmL oID}I.I6 OmEEY mNa6 SEGMENT & CODYN LOCATOR SHALL BE SRPWIFD & ADEQUATELY CONNECTED TO FdNGATON AND/TO THANsnim ALL UVE aSVB. AHD/W ANY oTGRMS NOISE ME FLOW Aro/OI ROC OE9GH W Tm RAN E vIMT-fAAIE iRU55-TYPE M. For, GIAS SAS Aw Arc OMER ACCENNE TAILD S MT Aw Iaaaa4 M. xY xN NOT FOcwm N Ix2 FAelmv, H9RAM AD OGO M RMW! INDUCED LOADS REFER TO IN FLOW PLAN FOR SHEARWALL OVERTURNING LOADS DONLSTRUMO' AS RFFFISIOL IN FAC TRADE 50�2(8). POSTING O NOTICE SGN(S) AS = HIGH EFFICACY LAMPS REWTED BY FRC R404 NE INSIAUED ON -SITE BY OTHERS. & O IMN LOADS ONE FOTGMON STALL BE CAPABLE OF SUPPORTING ALL LOADS. REQUIRED BY FAD ROUE 89A- 012(8) SHALL BE SITE INSTALLED AND IS WE IVESPOISIBBIIT = WILDING ADDRESS' AS REGIARFD BY FBa MI&I ARE IHST ILED ON-STE BY OTHERS. A. WE DESW & CONSIRUCIIGH OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO O WE SAbN I GOER. 26 UNCUT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE. EE PROVIDED BT THE FOUNDATION SYSTEM ALONG WE PERIMETER OF EACH ROW, ITEMS INSTALLED AND INSPECTED AT THE FACTORY. LOCAL APPROVAL IS NOT REWIRED. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; MOST HANGERS ARE NDI USED IN WE COQIIDCIIGH OF WE BUILDING AT WE FACTOO. THEREFORE. WARNING: CA IRON: A MINIMUM 1 1/2' BEARING SHALL BE PROMDED FOR ALL FLOW JOISTS BY THE FOCROAnW SYSTEM (SDEWALL & ALL MATING LNE AREAS SHALL BE 91PPGHIEDI ONLY S. T. THE SOL LOCATED UNTIEA ALL FCL11NG9 SMALL BE COPACIED ro A YPOAN B6X DUSTY -PER OW OF FOOTINGS SOL IF maI Y91GD1 MA AND SURFACE HALL B a12 a ME MINIMUM OPTI W FWMHas WE M wts ImAu. WOULD suns W SMALL E 12 NOES (LS USE & w /dl. LASS ME FWRHEM SHALL IS STR N3OW THE SHALL A MATERIALS USED N ME FOUNDATION SYSTEM O' (INCLUDING DING THE AND/OR COMPLY W/ ALL APPIIP'm r CCO6 AD/W REQOEMBliS (NCHlID1C SMILE AND/OR LOCAL} TERMITE PROTECTION: I. APPROVED TERMITE RROTECnW/VREATMENT SHALL BE PROVOED. A a INCH UK aFMAm SHALL RE PRONGED BE'IWEENN DTERIW WALLS AND/W SONG & WALE L UIDESS oneness N'JMD. is wG YaaIW 91AL m Rron4➢ fA1.OM ONE f1OL011Ia W mDDMUL RWDD (CANE SPACE AREA) TO WEE SL. A A V-e (12 W=4 YBNIW tlFMAI@ DWL 6E PPO\4ED BEllml AL 1NE 9RaL'Na9 EXTEWW WARS AND ALL dMDSAE DRAMS RDGF'/fA1IER DINH SPIVS SPRIICER ' nawS. ALL SW AV IEID3 .WY aPTaIOU aDA % Q MTER IFAIER TV mAA (M-310. 6 vevime 9WL BE APPLIED TO ALL AREAS REw Exim WE BLIIEQGf'TDCBRE DUWOmD POROES AMM OTQR UE AREAS} AS YET. A4 ALL ECITIOR AREAS IRAT PRE LOGTTD 1IMAI A USiGQ W I'-0 (12 DOES) FRat AR/AL EXDem EWD W THE MUNIABN SYSPM AEDADR A1Y P WmYI W WE SQDmOiDmCNE WAS .WOULD BY ME EBC/M a TREATED Bn BETDW ME 51RDNRE 9VU. BE W9FD TDx AM 8 ML POLY VAPOR RN09lA, WFAIYFM BHA' E OGE AFlEA NL F2GYAWGL BACK FmN4 & CMPACOQL ANT' ote MODE A M DEAD ROOM THE CARDBOARD, LS NSTANED ORGANIC A FRUL& NOR A. AN IOm. W4TATML WAD RmTa N. SHALL. SARI TR/.9t W4WC YAiE181OF Nm ANY QIDLOC OUR EALDD MATERIAL N OF N GULUN M/ FIFTEEN IUM FEET W Alf( BULT OR I1RUCNRE R F WE P O TON O ANY OUNDNG/51RUC1URE THAT EC RE M COLT W US W N REFER A TO NOTES I, 2 & s -SITE PEEP/F'QINDATON S:CIIOL T. U11E59 OTanW9N NDIFD. A uLV. lFlann 9M1D Q P.T. IIDMIR 9Mu, BE NSGIPm ALONE ME FOIRDAIIGI Sl'SIEMI. YmDH P.W JM319 ARE VSED tE]HEA B Nm REOh EXTERIOR GL=NG PROTECTION: WJD-BORNE DEBRIS PROTECTION IS NMI INSTALLED EM SUPPLIED WTH THIS BUILDING. GLAZING PROTECTION NOT REDO W/ IMPACT RESISTANT WNDOWS. ❑❑❑❑ Ac®laso, Vie} ❑❑�❑ HOMO Z j ❑„❑ SOD PAOGPD WUn, VW SAMnr WRAW. FL .1 ❑❑❑❑ TAFTNb11De 6 WEN F NOT BE PLAN SPECIS & LISTING ,AGENCY ,APPROVAL wis DRAWWo PACKAGE COAIPTIRS WITH THIS FLORIDA MANUFACTURED BUILDING ACE OF 1979 AND ADHERES TO TITS FOLLOWING CRITSMA CDMRas W/ 2Gn TOIIOA ws. aoDP. mauu eALLMi mox CONSTRUCTION TYPE V-B OCCUPANCY SFO TOTAL NUMBER OP STORES: 1 170 MPH wMID VELOCIY wn NWmM1 FINS RATING OF EXTINOR WALLS 0 ALLOWABLE FLOOR LOAD 40 PSF ALLOWABLE ROOP LOAD 20 PSF same LOAD 0 JACOBSEN MANUPACUAER HOMES HIGH VELOCITY NO HURRICANE XONN NSTAIMNG A NCONLAR CM BE EXODULAR TIMOROUS MWIRAR BmSOANS. HMI CM YGGH SEwAAL TONG m 19 EX t WARDER PROCEDURE SHOULDATR30 TO I ATDUES CO INSTALL A MODULAR NG. 57RNAIRY REAM. WE A PBSWam. THE DB BLUE RE WEEDED AND QUATE Y WANTS. LL PLAIN No PROCEDURES OR TECHNIQUES SERIOUS OR DEALT CORD RESULT N SALLAT IN A FLORIDAALL C RESPONPRONSMISIBLE ETY FOR SAFETY ALL SAFETY FLCENTERED LONIRACTOR IS REQUIRED ro BE LOBE IN AEONS GO D IN MINT G R TO PERSONNEL. CQM RESRT TIE TOT ro PSSOMBR EAR I PRO WAY& POIIX.S D/ MA DA 091E TEAT YAY BE MADATED NDIOR MCP-3098(M1472+) DAMAGE ro THE NEVER ATTEMPT INSTALLATION ATT M N ELIEFIRE OT FEDERAL. TS AND/OR OnTA LAICAL STALE FEDERAL CCO6 AND/OR REQUIREMENTS. WE QUALI DOBUILDING/STRUCTURE.NOVEWE IF WLI ARE NOT QUALIFIED W DO NOT HAVE ME PROFIR TOOLS ANG/W EQIFAmN1. R EQ it WT axwAcmt 91N1 CDupE/BEAIWE TQT SAfE AN: PAG9R IEGPAQRs AFE N.WAY9 YBL. 11Ese PLANS COMPLY vmx RULE eT.aT I. mx nacre xDQa (Me11N x FEET YAIaT1Y 2. italR WBloAa aPSf ODfaxwub rA[seum Am aaAgN:MSMe aAooml lAn, 1 COOP W61DAd 51 PEF MT. 1E9a1 !a PALL NY. mRQI eED Hal A DIGGN wall EF6A in MPH -wn anDaAt4 M'.wALL Ac team SUMNIQBN ACfI{S9LS9 OE9G1 ®® e. WNONTONMW MOM N-Ix Wtll AIW wCAT'R AM<W 91¢. AA,A eo.rt. SOPQ A. Tim 9 -n21 PF tLm M -QM M B e. VeOWONA1u00 a Wue a. Tim PSI" -n ll PS tlID P4 o FS yN[ = T. Rmvxn PAEssuve [oDRaNr, a�1- asa (OIdm4 'LLD € a e. DF96N WINO PR65MYTL TOR CONPoNFMF ANC aAmab DNEP gY.wAL UCINof D g B ,�N LLT. GSA1 Ya aO1 NY. ®m M Fldg ae®roe •M4Yt• o0ot 20. 5 AW 10 e4R. 5 A. .D{ yy ii. M.lwe MelvO[ BWIf.N msm .W STROSimRO1 IOMA. Mn 1w -76m PF 4W W -IYl M •d i $ [OUP. cLs, PS _0170 9' Afi P51 -ROm PSI' ROW e. ESA PF -OL'& PF 4W PS -Sk" PB a e iaW A. 42N PS -11a41 P4 1520 9 !CA P4 PY. WALL FN IMP `�� [OW e. W4 P4 -1TED8 PSI Ti'A PY -im2F PY flmob Ouv oaae ..I. So sox.S Am eel, OVfeWNT lyq 2OW 4. EPID 9 -Al2 PS' 41PSI -1t -1m P7 M A. Y N P4 �LY ROW e. -Iml PS' -1m]4 PY 2ONe A. EPID R -m.fG MI1.P1 PSI bin PSI �jj D EB WAIIAI GCIOAeF WI. WALL UC Team WAW9Wl0 H[Na1 Di0¢IeGIWI r Pe Aart.SAW OI ee.A.5 Am IOW.. TLm PS' A4 F4 ALES �-SODA PSI' ;ON... 65H PY -pb PF }y PS 1 M STATE OF ROMA '.M .mlpNa 2017 PAC eM eomox y A[CIMNGB 20117FRC Am aNnw R,F� pE, A 8 2014 NEC "'"'"' 2017 MC AM 60T]N 2017 PAC AMe mMl FOR PRODUCE APPROVAL OR VNM STAYS OF NOADA STAND BSILM RAPED SEAL (OR EIECRONHCALLY SEALED) SET OF BURL NG PLANS ARE ON FBA IN THE THIRD PARTY USYWG AGENCY'S OFFICE AS DIRECTED BY FLORIDA NEAR THE R"UPACTUAER's DATA SHEET A I AM TIN STAB MBPRQ INSIGNIA, SHALL BE PERMANENRY MOUNM TO OR ABOUT THE ELECTRICAL PANEL ORA.WING !PACKAGE ❑❑❑❑ W ew, ocjkk ENIFQ ❑❑�❑ DESCRIPTION PAGE(S) 1 ❑ COVER SHEET & NOTES 1 FLOOR PLAN LAYOUT 2 �"Q�IT � 'ENS •. ,F.,! FLOOR PLAN OPTIONS NOT USED ���� V� F••'•.� ELECTRICAL CALLS & NOTES 4 * 63802 ELECTRICAL LAYOUT 5 Y� EXTERIOR ELEVATIONS 6 a EXTERIOR ELEVATIONS 7 y'I PLUMBING NOTES & DETAILS a ��� WR�yV'-.: 114 POTABLE WATER SYSTEM DETAILS 9 HVAC SYSTEM LAYOUT 10 /111111111111,0 8 SHEARWAIL & SET-UP DETAILS 11 ® 3 SHEARWALL CALCULATIONS 12 i FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 TYPICAL CROSS-SECTION (OFF -FRAME) 15 meL WAEM AN uaun,w eml. Gn412e•ma ATTACHMENTS: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALLS & HVAC CALC'S TRUSS DETAIL(S) AREA DPEonMO POR LLSTING AGENCY MPRTVAL STAMPS: IaYs7 W TIE PINS AD BTmEATaa GUANO AIaQ1 TAS aGYNI P/DGIDR PdAR9 CGHINQ WIx TE OJE9IEFORAID Mlml CONSTJWCUON CAWS FIGURED PER R0013.1.T - METHOD 2 Digita!�y signed by: ichaeMlaha I/GTomko 0 9-7-1$ D/N:= Michael G i �TnmN,7n N= _ f�fii?r. 27@' Tom HwC 9MGP/ INC. 1075. MY=AVE. �i� CLFILRWATEN, H. O3T96 ATRESIS STATISM D27) 58N.N151 ISO=T. R. I and Associates 2018.09.06 13: 9-7-18 fts BUILDING Is NOT A HUD ]BUILDING. ms sMGenEE lug xlr WEN OE9QET m Ap10WD Fm nAmPAIT m Na AW.DGTv oats -- Flan ND. 2540»0465 14 NIAmIYlE SUES OIWT} OE. DAOTaDIIY m BIOWND OMNNM •Approved Oy S(:OTT s. F;v&cis THIS SRUCTLIRS HAS BEEN OSSIGNm MR ERECION OR L' THIS B&IQB M M TO NEVFw AND ARDVA. W WE FEE INSWOR, G FIR INSTALLATION ON A SITS BUILT PERMANENT FOUNDATION AND 8 aaIBMNxE YIH al yn AE SV[TT OBIC IS NOT DESIGNm V3 BE MOVED 0Nd W ERECIW OR INSTALLED. WOUSEN HOES GAi&4S THAT 1Mi MAAEAC BIAmD HAS INCH COLLIDED ERW +- /Y{! Imo^%.o-.=.Po APPROXIMATE SQUARE POTTAGE OF ]BURNING: ME RFBIIAIIQI W ME CMIFD suns aFPARi W Xal@HG &MEANT mNEWMAIn (ND} 764.3 SQ.PT. LIVING AREA Modular Building Plans Fmvilwr DESIGN WIND SPEEDS: 170 MPH - Wit (Ultimate) V OQ 131.7 MPH - Vasd (AIoW. StrasS Design) uB: WE 09MEw W rn =,M E BONN OF FEET dc S PCGO ORAYM, ASI. CNEO®P M.T. TE LUcense No. SMP42 - DA ' FVCD/ma THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS THE CONTENTS OF THIS SAP 3/1C - V- DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORrrZEDD USE COPYING, DISCLOSURE. OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTA94M THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS Sf�R ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER - VASE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WTHOUT EXPRESS WRITTEN I or 15 AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED. (D coArai F mia VIDEO Emew,a OWE, mMEx MODBA Mm 14M oEnmlr ® mu . amml Nmas, watt HAaw n,mA u blsM 2Wm 4 ) 1. All EI(IENOP w I m" - aama DIH A RE ED r= III UW AtDlgl . ❑❑❑❑ NEATER R95TATT OIYTR( B NQHCIPO ALL A R:OFTAOFS R U(NT FEf I/W - Y 2 ALL RECEPTACLES USE NIB ON THE I A-EIP O' TIE EM1181O UNIT 91A11 BE ❑❑■❑ U1 R F'EP SOLE USE ArIE SHALL BE nIRIIM OF 1 E ID0 LI RF95T SILM e8! ^E ❑��❑ r�r®gq_mmmr 12, /6 18 m Iva•ramm \ 2 tEn,Pm•fsrmmafemeurmm-arm�l{�i-iimwi♦amm Q j \\ i®b,If,m�iP• Oi�a Yrb�r �fvHNmfpeV j d T t4uv (vllr sad {I r-Tia (la T.v( 3$� EN`SIIC�•'•,�11 USE 36xHTmnQTTAT ILTFIHI5 4R•O.L 5 p sg� 8380C. •�* MD014T2 mEtoeoz 3IHJERI I n-C v( Hd III w•T-ra 81� _ Ha,/r w ® 1 g DanTe n-n T? +r-ni I �-� = E �rir •le,�r � S e , .-lJ�wi v ( 4 ) F• �i i n rn,a- nl In, _ n, rrt, nl ,mlL — — — L7 i ���Y .: y3 mo wlw ® O A w w DINING - { CIL MA5TFA HEH — — ,J a elf •• p " wnaEN �I Q r�A�' �TT1111H\\ aF t9a IB av a' _ HATH rx R S p§g1a Ej �y -bQ �it B 1�' y I x #F I• {. eg¢layi1 nN+S , H fR I E®m It YlA l�i! 2 S 3 n li QJ- /—' O N— J 3jFill IIl!! ; !A E�g Y Ca6'-O' 3 2 1 O I Oia�p�pl IN � I ••5 z° arTSEr wVr w aVr 1 i • I a!'5E]�@g a ii'jjii R. §E `6 b % k Ws9 ' 3 mvr 1 c�pp u'SjjppeppFNf! s` _ 99 99 mPi _ Nt-E11 g ¢Q RVIN� R fz 1 �75� § �CiEel1�� O� ®C �K® w.-wnwvf• I I I AA 1IEF np°.O.�N •�� ¢ .IQ �m I �g� C6US k�k mna d, lJ II - IMPAR WIC loll qp qy Iwi MuF1 IR IMPAR WINUHN9 \b/IN ••R30 RHHF IN5 CATION•• O+ W O U5E3fix nMUQlMOniAT wuials /•� REHRT !-d •.R-19 WALL IN5 TION•" gZ W � = J) I1�01 •.R22 WALL IN5 IAiION.• a< % k .. k••• m m R P ( Yt,l VrTmU(� �n,A'In rs4(— ''r9RV y BIIILH ALL WALLS tOH• HIGH 8 v( 5 �IIm I JA 09HI HOMES Y 1f 1(r Yd �J H•1 ]/( � ]T-0 MCR30HH(M19]21• � ly � 5 j x ,£.• -ex e FLHRR Ju15r5 9'-l1/r Nd_ m aF a' �6 •.EeS �E' ..i 1(-T Pd Pd C 66 O c 68m1 ®® gggg 910181 _ Akk -.1�1 %6 i xd g O. 1 mom -mma• T OIII�mwVl�l-•wmlaOamm y�� Ai i mv�mr,NrrPnm L� Q €:2 A, kti, k•„k h FLOOR 01 €aAN N0US: L—i Li L PIE I®n nnN W)E VmN. yt• L mImID1B16LW®wFPP.meOEw ,(TPT rmesasrm m. urE.rC mcaam ®'� nIexCma¢ mYE wsE rcoott REVISIONS Preimearwrc lm ro9m m9@ U FU6 wU11MN6 FlRELALL: .ice l IXfYn /MWIIZ Rmi Nn ®n WHEN ,N5lArIFOL FlREPIA� SHALL CRMPLY Wlrll ul•12] mrmrq a pfyF• m Cato BY DATE n NMUR'I YxwL911wtFRE mCato U -R.Y3 rfNo+W NE M9omC°to �u ). MMOIttC IMP ME FImIa rc•Pe3s+ 1 2x8 MINIMUM FLOOR SYSTEM REQUIRED - 5 2x1U .MINIMUM FLUOR SYSTEM REQUIRED lewln aFa¢:rcoats 0 z •• ALL I•BFJEM [CNA5515]LOCATON55HALL NAVE PIERS 2 (�� x�irra�m,�sl�mwlm Cmi-m�L m�m'S5 Q w ' PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUrcn LOAO5. FOUNDATION W n �w �ME vxr O "PERIMETER AND MATING LINE PIERS ARE REQUIRED. E-xlwvu H'vi¢ReE ra'mwlrNm• BOOTH SHEAR WALLS %HALL HAVE A PIER INSTALLED AT AND TIE-OOININ SYSTEMS ARE BY OTHERS [NOT JAMBSEM. Q "" ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT ��n. �=IH Ra ELAN& W E, ItL xE xn rmum BOTH THE SIDEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND STD. ENGINEERING PRACT¢E5. BOTH THE. SIDEWALL AND THE MATING LINE AREAS, ,L "IW r.m4 AT nam w wR Q PPWINr E�MwW EnFYHNo Z �II OMM WYE CMMR:®Nuatl/Rp- p A5 WELL A5 AT THE ENO OF EACH SHEAR SEGMENT. O A5 WELL A5 AT THE ENO OF EA01 SHEAR 5EGMTJYT. HAEwMOFmvEmwe tlml(Mr n� n�( a�hYrmmm�0 mE,. ' uort Ht v°Pr °,mfAms nml Aan tn'o rlair lacro rwP vls/14.1_ _ARFA,REESW .-FOR.HMHEG AGENCY. APPROVAL STAMPS, HMYM: o.WL YXE Mal !m rtJ (a rtJ (m rtJ (fa rtJ rAt INa Paw m ,aa se u mu PAS pPROVI- °�'�' •`• R@O®: Y.r. .EKE m ae N.e m ,am PAS A• N O ���- "�"' HAIE: e/AUmle WRXW /1 m m Ill m LH PAS J 1 ®Nwl R H )fa ISTP ]Pp ),m PAS p9-7-18 NO scAlE: ane -ra w b� SBBTI Py OV .way. a Fy5 or OF 15 CARTER V ANY ATTACHMFM5 TO THIS STRUCTURE SHALL HE IDMPLETELYFel OCYR6 t/ 10O RumA Ffo OmE EVEO ExfaPO C SELF 5UPPORTIN6 ANO SHALL NOT TRANSFER ANOIOR ING,ICE HLmlm ALL ew tDxN DYiTI 1m IFx LOADS ANWOR OTHER MRLLS ONTO THIS BUIR11N65iRUCR1RE. MOOD: Y00 1aT3 nFE OUNi Nn RNo ME LONImY. MO RxflSdPY WRRH6 lIE MmMP E nm W.EC P.1CwE ImHNI @fIDHIl NnM wN®MWwwC MIY wW,wC® mi PPHn Doi m atOBAW 69E PfIXYE m AH 6 M 0(@(E fpWID ltml. o mmILYHmm®m Jlrt�, W.Pm MC WT W IHAEIL uGz W.1 YE PA•�TED m M WE91( RE t4Em PwEYm9 uLY NU HWL IHT S t.WE0. 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N eEe n8)e b . m amr SOm a . m ,nan zR w e ]mmf ama R . H alY •en mm mo-nllE � .. � TEA In ITJ X � !m rtd Pm�19fa (sL rtJ P ° m . n a,Am a)ml o m . m a,Ja n� C m . m b ev♦ mm ,w . m mJm ♦en aam 000m0 SIRE: TSAJ B4 m 1. 1BUAA1 NIYBR ff @FO/L UCTIEp / 4QEP/L U£ ONL131EGYABt 2 IRAWY (S4 FL Y J VA / 12O VN15 / 18 Nff Vi5 - IN MY (F mfAll W1@& I ILg OAD015 RS)L) 2 melA URIInO Am aBERA USE RBXPfMES M ] 10LT-AMFIES fER - 9)II.AE Imo GOERA UGXRM / ta>mi/1 U3.` Ti J VAA ]A29 VA TOTAL ILLY-NOF16.R - 29211 VA 1 SIWL APRUlIE ARD IA120iY LTA➢ AT 1,800 TOLL-AIEEIES PLR AIS VA INO2C "'L AFPIIMIE IDAR J VA • LmO.m W, . 4ao0 1.1YRY LGAR ID1 Y LS00.m VA 1m0 VA TOTAL `ACT-NE9i4 - 5000 VA A NMEBAR MIND 6 ALL F0E0 /PPII.VIO:S (N VB.T-AUPBES): Q011ES - SBm VA RANGI RAACD - B VA ITON.0 0VA AL AWL OVEN - 0 A VA MmWAN: OVER - 2•m VA aL9M9Et IJm VA CMMAE mT - tOm VA am IEAmIDE - 4 VA DOER - a a VA GOER 0 VA GOER - 0 VA GOER - 0 VA TOOK. WILT-NOpE.R SOLO M S HABEELKIE RAM a MOmt ANO IDFPoIkItiAD1E U=1(N AWEtE A RAW. HOm(s): I Y I.1 AIFBES - tt MITRES EXHAUST FAK* 2 Y O] AIWE3 to AM9P5 mGM FAK* J Y 1 AIPBES - J IU09E5 FIRIAE HSGIER (SAS / aLX 0 Y 8 AMMES - a AVPBES TOTALAVEE4 - 55 A509E.S ImL y Y 1ffi00 VOLIS TOTAL VOLT-AKMER - m0 VA 1 1DIA IG18N NO M+DMIHOAC LOIII (IRE THE HARDEST OF TTE FmIINM SX 9ECROS - (A) WPU (F) - N VOLT-AFI ESk A 100X OF TI@ NAME m MTN(XS) aF ME AB4LHIIIGLftO AHD / at COOING f WLT-AWMM 1 : 1000 i I= - 111m VA IARSST B 100X E 11E NAYDPIAIE M10Kj5) E ME IFAlONi YEH A NEAT PIMP M USD NBIOYT ANY SIMH TALL FTSIRC IEMG10 DOLT-AIWESk 1 a 12000 • .COX - 10000 M D 1001 E ME HAIE}IATE MTNO(S) rt f]JSINCV: llmNAl S11RAE At0 SYSIBI3 WI BE 111 E am.LL I➢.1a F] TO MALL LOAD t T FLJU.D CNOOLmS AT ME ilAl NNEPLAIE v� ssmM ANMPYUIO MLFH Tto'$TW 91I11IYI 20.021L MEm Am onrn sLTUH n 2maxal lvar-.nvEST o o Y laml . a a 0. 1mX E 111E NALFP m MIINO(S) w TIE HEAT BMP CCYNESSQt AND OF ME 91PP W f]TD m H HEA 6 TIRE f1a@ IFATM 5 IFAr PIIP IS TEE C]MPRE B PREVENTED FRCP O Y 0 i10f6 - 0 VA AT GPDUTGN AT ME sNE TRR TIE an'RDRIITLL HEAT. rt 0® HOT 1433, 8MB®14GECaaa IaM3®I TO E AOII®TOME 9FPIdFN1ARY 0 0 0 tOOXoz - 0 VA TEAT Tm RE GLIIIRLL . fTt NGTmO TOM M.T-Ni9E4i: IOVL Tao (q2 - 0 VA E m E THE NMF m MTNO(S) OF DFCIRC BARE IEATNO E IFSS THM FNR 9PAMITLY cONiROIID DOLT-AI@pEST o G 68X - o n F. = IF ME NAIOPLATE MTIM(S) OF ISMOOC SPAS HEATING F FOUR Ot 1 SPMATELY COGROIID IN2 (Y¢T-AIPF1ESk 0 • 0 • RD• - 0 W US 116 W.T-AAPDE M11K F'OR 11E lOTI1 61E IG1N0 ANI AR�OIpIIO@q HOAR - 14100 M ]. TOIY. CM M= 60mS AS CNGRATID N 2 PERU 0 ABOVE): nIV1 @ERA U91M10 /USE miQRR (2j - 20B2B VA 1OUL 9WL AMIARE NL UM1�RevY�I�a�ua0� (I� VA IOTA NMFFIAM RATING E AIL IMO NflIN10i5(4j - =0 VA IOfA NIYFRAR M1NG E YNm @ 4M1f LOPD9 032 - SDI VA MA. VOLT -AMINES (mIOUFO TOTALS } ASGVEX - JMSLS VA 1 IOML COIODED ICAO (ERE ] AROEX - MILS VA FRST IMA AL Imp - I= VA 9ATMtl TIE f28T IIXVA FAIN imA COED HOAR 21%2B VA A FWT IEVA AT V= - 1m0U VA 6Rm B ANW51 I'M VA - RNAN ER ATM - BSSS.IS VA SMTOTA OF BON TAM 00M 1101aS: - ISSELIB VA 10. IOTA mImFD WG (FROM P MOWA - IOSES IG VA IOTA MFAtN3 Am K Ia04 RI - IAB3ST E GI TIDY (FV - 141m VA 9XM&- - JMSSIS VA 9BIOTA UVEXG BY - YS19 / 21000 VOLTS IMi11Y CNOLARD AIOpES ROOEII . 14U AUGIlES 1 NECLTC StIN1E PAt6 AF9 bG nll6ll2 aW[BIOIL ]IO fltl m >re IEwRr rm Bmle nAaras I. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL 2. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL FLCTRICAL OTI(NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE 3. WHEN WATER HEATERS ARE .INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SNATCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATERS) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED -OFF' POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. S. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CGNDMONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT USTING. 7. ALL WRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS 8. ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALCD BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 11G-9 OF THE NATIONAL ELECTRICAL GOD M .). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON-STE. BY OTHERS). 11. AIL I2 VOLT. SINGLE PHASL 15- ACID 20- MPERE BRANCH CIRCUITS SUPPLYING OIRETRW ALL BFDROG/S UVOTO ROmS OBIS FRAY ItmMB CDEIe. HAIL% DINING R0m5, I01GmA LAHOOFtY @ S NEAS SHALL E PflOECEO M AH MO MLT C %qT MIETONPTFR. COIAB I T INSTALLED TO NOWOE PROTECROH OF THE BRMCR O .. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WLL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A -HUSH- BUTTON. 13. CEIUNG FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WLL BE 80 INCHES MINIMUM. 14. SWITCHES, RECEPTACLES AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS ALL LOCATIONS SHALL COMPLY WTH APPLICABLE SECTIONS OF THE NATIONAL EI FCTRICAL CODE (NEC). 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) OROUIT. 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFO PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTETS SERVING COUNTERTOPS LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER). THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 18. GFCI PROTECTION MAY BE PROVIDED BY ETHER A BREAKER OR A GFCI RECEPTACLE 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWD-FAMILY DWELUNG THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE STALL BE INSTALLED ON THE FRONT AND THE BACK OF THE OWELUNG. 20. FOR EACH DWELUNG UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELUNG UNIT IS LOCATED AT GRADE LEVEL AND PRCMDED WTH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS HALLWAYS OF 10 FEET_ OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE 22. IN DWELLING UNITS. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRED: AT LEAST ORE WALL SWITCH -CONTROLLED TAMPER RESISTANT RECEPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 150 .AMPERE ELECTRIC SERVICE PAIJEI, CALCULATKNS PER NR(N [COI t E 2W-a2 OPTIONAL CAL. umcpi - DVELUNG UNIT p31�. Im10F 116 PMNZ GI NRV M f fWII MOT4N IW6 n1A'rtN PAIXI2 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). B. INCANDESCENT (1) LUMINAIRES (FIXTURES) NTH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. ��• C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEL:NG, PROVIDED THERE IS A MINIMUMCLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE N POINT OF A STORAGE SPACE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON E PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE N POINT OF A STORAGE SPACE. ��j l5 (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES). INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE COUIQ6� PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEUNG, PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. 25. BATHTUB AND SHOWER AREAS: NO PARTS Ol' A CORD-CONNECIEO WLHNAIRES (BXIURES), CHAm-CARE-.OR CORD-S115PENOED-LIININAWES (FIXTURES) LIGHTING TRACK, PENDANTS. OR CEIUNG-SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER 7HRESHCLD. THIS ZONE IS ALL. ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 27. THE MAIN ELECTRICAL SERVICE PANEL IS WRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. - 21. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (00) ALARM INSTALLED WTHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 19. NOTE PER THE 2017 FLORIDA ENERGY CONSERVATION CODE:A MINIMUM OF 75% OF LAMPS IN PERMENANTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF PERMEMNANTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS lm AIP YAFI PAt6 120/210 VOLT SHOE N m HERTZ uncetl®Aolewm awtrtA waa ma®Ym earx m.rtev-cm®rtua.Aweoo• Q•�iF YOO®AOYIO®ilrt�IO\@•06 McAuteevlwnwsrm c.PvrA tm VA "'0' c- 150 RIND ELECTRICAL RISER 01AMAM a��a�a eow wgcwr T ��pp.`IO�MRI.VI. z wwm roKmem�e�i �aTe �I�vuroYuap es�rroFas�'Ri xo•�mmrm .� x.rcxxmmnavAP a.we� Fs xa YArEuulFu. TE4 YAIFmNa xz MEIN NL gelO R91RR GTGmE yp ®B IIIIIIWs- , g9g Z INV E LOIN L W®SLLr AK Ynurt,m wa 2«oPx DRAWN. 0.RIL mRECIOA Y.L OA7Ft E/>u/2aI@ SCAIEt J/IF• - 1'-0' SNF.ET. 11��HI y WEG Fipewe p1AI5t t]0 YPH MODEL Ym uT2 umset xOLR FYLrc xnmm. RaLA AL Rem AF]RF6 ELECTRICAL SYMBOLS LEGEND ® ®evm � am ' aelErana ON0 nO11m nH1Y.�'pHr1 mn®nuan nu•eY .Yuo emll•a ®e.aar •v.vwH rY rx0 ..-M. ®DaYo ,m@aFm 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) — INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED •WR• (WEATHER RESISTANT). a TO N LOCATED 11�11L'i,31 xrwfhlFC,RIFAI UONTRCIOR A[TNI5 15 ON-51TE. BY xxIF1151. man T4T mm -x �c m-mm r- ELECIRICAL CIRCUIT SCHEDULE • �x nx.®Ao awla u-van. •wmrva ®om •Y.rx vaH -.ns®n mx Ate. ..eH 'r ..mrH IEn ••.�,M UNHra MmA•vmAY• I.W�V � wNHYm eA¢YrsaWA CrA1M Yu HEa ve v ,ef vv ere. mrcrAH® w rma H Yd� 1 � YPO�t Yob ,Q� Mp(�Np��ppy@p RIDM•[� .An® �� OI ➢f nRb111 pCp a•®r_r GtO TA.W:IDi Ln wMMY f/ , 150 AMP �xISN. /YMn.NW Y®CM1R ,�� ELECHUCAL RISER DIAGRAM �` � N � .e v wAxxavas-Ab rNDAn YAA-n Y-A n ma-a•rtvlm M . IfHIv-Dvnaru>m N M ua N,MN¢-ArrYDpn YAv-a m n Balm-wmvuH N M N 2Ia.HW-NC f.LLi.Oa f/A-m 01 n mi am�lnn) W-b D-. D YM1)e[/.x{I/D-n00W ]! ]-] WLMVn6-Mn naSAW YAN-b yf N MNI®1. (p.G W-D E-f Y .YI M.1•n Qlp01.6®//{) Y-Y µd ®@L11.a-lfYl Y-r YJ • YH RAx FL n-f . Iml'ar-odfrfl® M N r61Y :1Ynr_An e6, w_Y Y-f . 116Tm.YQ F0 N . .QDI'®_•D.fIR® N N 0Q111p0t_YCND Y_q ,4. n YLnMnN_In. Nn YNOO nY n ml'0_YY.IIN® M M �• 11OH-YCfLLI M-A NY • nR Yrn[W�l-Ntl IMn YAW-m M{ • 1®[d-nEffFf® M M mY Y-• Y-. • I.nR.1.rD0-A•rnA,pv YAP-m IAd • ImrH-ay.r Evl® M N aNWN�-Am Tvn w-Y tEa b u.v,(meo OW m w m ®e®-wrtvlvvn M M SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK VAIN YOUR SALES REP. FOR SPECIFICS. e ALL TN MH NO FAN x ME CPAQIAL (ME IF-YIRES). TOTAL NUMBER OF CIRCUITS USED = Z0 TOTAL NUMBER OF STD. BREAKER SLOTS USED GmT W14rm PIK W nWYYIDI HFIA95) I / le, •. REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL FJDEAIOI EVACES SHALL E BE DCSU MM A LISTED WEATHER PROD AND/DRMFAl14A RmSTANT COVER(s) - NOUDNG ALL EYT, flS u'rNUES ! U017 R)aU ES HOOD 2 ALL BE(BfAQES UIsfALIID Ol ME EXTERIOR OF THE DWd1W0 U1 SHALL BE USIED M SUCH USE AID SHAH BE IAM -WY (WEATHER RmSTANT} ///JJJ HVAC ELECTRICAL INFORMATION / GENERAL NOTES: /yT 1. A SBMO: fEQPMGE SCULL BE P6rILID WHEN 2K OF 11E XVAC EgpPYEM BRDI). /vYl� 1H5 fE0.GhD IE(FPTACE 9W1 BE NBEANFD DN-SIE BY OIIEIS (BY A IfliIRFD IOW WAG SSMMHNLB 2 BtEIIRACRIR). PR HVAC E ONDED WIH IEMRY ACCFSEIBIE OSCOPECIS ADJAONf TD THE FAIT IS R WTH A YADOD'OF Po9DDN A' IONO PARTO DRAT PRAT OF DE HVAC EW MID E W DUAI'l AND Disco ML OF, DIE AOm C D TO S AS THE CDtIDYCIOiS 91M1 BE PFIYGTiFD TO SAVE AS DE DISDOHlffC11NG YEM$ SABRE EAW, WREN YDEE THAN QE AWW IS lE N DWLND le' ME W14E ATOR OTIEU CISCIXDEC YED ARE ALm PRONGED BY c ORLLm CTl BEN SU I M ER THATOF N SNA1 A YMIIIDt THAT 111E ACTIVATOR O OAE AWHN WLL s ma: MANYs 91AIL m Nm/EAED N ME II=mRIO uocADDN(sk ALVUI DENGES 914E NORWtHE L TIFMRY -STE. B CENAIDx THIS EC I BY OTHERS call OSCONECT SHALL DE OSMUED W ACTIVATE Au OF THE AIARR N 11E BORTwAL uYr. L tRUN REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL:- AUD'. CAL DECRYGN. mNiR.Ac1aR su N]SY THE EDAO a CENTEREDTHE 1. N EACH SFFEPIHC ROOM. ; W saiIME 'METE TIE HEAAa HID IN�fOfRRmD SYSTEMS HAT£ [�1 PiSODID (FY( mnmRL (BY oRgRss AIL SEME ALMIMS SYNL EE USTE➢ AND A6TAI I m N ACCORDANCE FATH ME FAONSOIS O' 1NE FBI AND THE 1. f0R A DE-FA1aY OW]Lm ND MYI LMI O A 1ro-TNWY Otl11AD THAT R AT rU¢ A lIE HYAC EMT . WnL DLL R sIPFI®! E6'Mxm W-91E BY OIHfAS TfE SIDED S. W150E FALH SFPNIAIE SIFFPNO AEEA M 111E DEYEDWIE N➢Ytt O ME STROOIS 10D0 HOUSFHDID FIRE WMAO10 EOVRAIlf PROVISOS O' NEPA n. 1llA AT IGSi OE REl£PIAYE D ACGS9mE AT Nor M.W At4 p6TAlEADW fF 11E YAN BRFMFD ETA UK HYAC SYA AS ANT' RNmtm 1 IRA EACH ADNDRIIL STORY 6 ME DID, MO➢OND BASEYFN Bm NOT NOEIONO QUML SPACES MD 0S D SIME MARTS SH RE. TKISRMEN PA WAY EOAER THE BUDDING WI. WAN SUCH WIffiD WLE MINI. s, e THE FRDNI mm 11E F TIE E N FEET MIA ff" DEB IF TIE O ED. .0 F1mRDA U@✓gD. FYEAGFNCY/OJIIX OQYJOELT. SHML ff COlPLEIm BY A OlNBY UIEE ATACS N DW] ORIT DOCK Mi DWEDLND UN15 WDI SPLIT IEYELs AND WMOIT NAM R SERVED fR01 A COMMERCIAL SOIREE /ND WAIL PIDIIRY PDIAA R NiEARIPIEO, SHALL AECD4£ POWR FROI SERVED f SURGE. M IS RE F lxs ItlT R 10 S1 T IS AN S N Y fi cuumm N .V1 F1EVMfD CQpROI ANY IEDID® FIfIDiIX m I.QARAGM IAm R 9BEn A P�'fCRW Nor IRAYVAL m ME ImnLL A.HaRW THE Ilia A SM BEIM¢I1 DIE ADJMAIII 1 [ule A SHOE MMAI NmAA1ID O1 THE UPPDL LEVEL 9WL SEABO FOR 111E M A IAVFR LLLEL PRONOT 1XAT ME IDAEIi IElE1 Is IE55 INAN OHE xR1 SmRY BEIDW 11E UPPDE A BATTERY. WRND SHALL PFAYMA/f AHD W1HOR A DFl.W�ECIYIO Sd101 OliffR THAN 1N09: REOIIIEA FmR OVER (URENf PAOIECIIOL �NS,fm1ID CIITIER (AT tlI.TCE _.W STATE ff DBfIN® O!-91E BY OADG mo mr MWm AYmWe1Y. Aa pESAYAL CCI1DMnW BWL Km WA¢1-molEN WlEL IJm mFAIRA SANG AM) H6TNAATNAI O TIE E WNDEm. BEATIE Nn POER R S MUS) Tor THE mm m:vETM. vAm m ANf PYAmN a TIE mmOla L A AU. M RECT REQUIRES w CI m BECTSA / OADFRD N THE LATE GF ou-SITE STALL YME ALL TEgNET O U)CA NSPE ICAI AND mp OHS. ALL O THE DN-SITE CaNNECTIDN4 ARE 91B�ECT 10 IDCAL MS+ECDON AND APPROVAL 2 YFa1®-YL lbnb.LH..EflMZ 16-mmm-Mlrr rlMOl .Yitn lMTNo d.LRNmL aaNO wom u•• InN. YIa e••,Im. nmD xnµ p.• anq •mH I..xY•.•Y A.Y rur nvmva n N YLiMLT Yn.T SHAUL R O]mllAMl a{F 16W II TIRE NIVArm O DE Y ONE ALAIC l ALL CADS ALWES NE03 BE NTFRCOIAECDD GY THAT TIE AM.ARU . AU ANY ME MAR/ WLL CADS: 9WLTMEOIs BATTERY B M Al EATER SDICA AlNF F ALL SIME ALMDIS SIML m EORR4D WIH A BATTERY MIX-IW iFMUPE N CASE O PRYAm POYFA FAWRE SMOKE / IX ARMS MO ALL 910E MARES ATE E06Pm E A - OR EKING A 0 Aco ALARMS m B at UsT 4010100E ALARYs MAY BE WALL OR LT]UNC YIXINIED NE AGQmMON YIH ARW Y -M 4 ANY ADDITION RE A FOSSES NEERON WNG NEATER DR N_ CAANMRBON DR AN ATTAL RM GARAGE I = Go M NSWUDIM O AN OPEAAD o (BY Y ERs). ALARM WiHIN 10 EDIT O ANY RDDII USED FOI SFIDNC fAIHPOSES (BY O1NEA5). xx ¢rw.a wm Plmm AIE N•mp10I1 AAm v Nmwm A NE IF18FNf Em sEsm Norms cmA.PWA. Nom: a. mp1DND MIEIS RWmAII AT IFAST qE IGLL SWRSFClmRRtm TA16FA R�fAYf fECFPT SHALL SE NSTAUID N EVERY HASITANIZ ROOM AND BATHROOI. T. ALL REOPTAME WWL15lOGlm YAW �( F}ET O A STK IX BAWL 9WL S EOIRPm e11H W PROTECn01 fIX PEA5411k1. AIL PEOPTACIE OIIIEIs 9RW1O TQINIEAT� lmG1ID N THE EPTA CL OUR BE LM5T ED 1D11 OO REMOR O1 HE ULDWG S. B. AU. RECEPTACLE OAIEIS R) WOUD 01 (0FE 1 THE Dl ME SODNE SYIL m EREFPm WM A N VfiATT A EME6 M FNODM SIMMERED (m RE THE S Maltt O TADIX R UE E1TLEG WRH AN ATTM MY FWD Is DEDBYIN REMOVES BRE FROY ME REO RECCE OITIEf. r. CFO . BXU GS. MY BE FRONDED U` AUE 0 A S SIAM OR A 1F0 3) N SAQE 1a N ALL BUII➢NGS AT LFA'T Off RENAME W11Ef 9WL E Nmm1ID N BAlIDE00Y5 WTHN J! B1IX6 (] FEED O AE W130E O FIBASH EEOPTAOE DUAET SIML O IAGA➢ W A WALL Qi PAR1111M0N 1141T IsS ADJAC13Tf M 10 THE BA541 dt THE It 09MA4Ffl MD OMWME Dfl 3 WY BE MTANID W WE (1) M M6EIE (1E-1) WOUT. 12 FAN / UOD COMBINATIONS SEAL BE B15TLL WTI SEPARATE SWTOES. (RYq Y918.Z Iv Y^pHIHI R an vIOM ai N(l Ir TIE of11E vnTT1 mmNmAADn mYH AAmA4N NYE2 TIR Yuan PAaHA¢ Nor 11 IDLING FARS SOU. BE DBTA SO THAT ME GOTTOY O ME BUDG ro ME M,,EG FUIOA IFFL WLL ff BD NOES IeRYW. OLNO MNs HAZE ®1 NOIDfD N ME ELEL ImAO G11I5 N FYDO ROOT. ifD✓Efl� 11EY CAN E Ns1N1ID WMOR MY PVN IF/FflmVAL 1A SARfFS IEOPTARR .Wm / RI NINN Fl%N£5 YAY BE IDMAT♦D mNl TIE NEA 91mW10Y 11Eg MAYDIID Rm6 / acnou DUE ro OIblIDC1101 Pf19UT11S ML U1GllYR 9ulL COFLY FR APHICULA 9:C T E THE NAAYAu PANEL S.� pTC MCM 1S rm'w-EwJO+ YORRAN RAN; THE YAW DECWtl,L PMfL SWu. AIe E Aumm 10 THE OV�S 6 ME SCA41 W WOW R IS Nmulm A BODNG'ARREIP SHML A1.57 BE D15LMIfD BETN@1 ALL OIA595 9TA0.5 fOt ME ENOE IAAf IX lPOS COHIEfi1FD. ALL IEOIOffD BYDNe/OMIHm CCN6ACIG 8WL ff YAOE BY A OA1RID (WNiE➢) DECIIGCAL @11MOIOt (CCU-sRE BY DImS) Alm NE SRYECT G P�fClm1 FY ➢E ItR AIRISACIION. te. WE IM) FIE W F0 SAW:£ PASL R tllim UIR Yf .1N IaMUS IhiRRAL/OMIM (, ,,S W PR NiW tME iAC1 G R R ME R1pY�D- O 1NE 11m3➢ mECOdY1. CRNAACIM ro PROWM THE BOI MAY mMf411NE IM RE AID I All F R]IUORD. 17. SOME ITEMS SIOWI YAY BE OPIIQUL OT AEOIEE NSMLLAAdI ON-SDE a IA.A•ll WS: uTEWMs W 63802 * �MWY rni,AVL .N W:. _ .DRAW?!, arx C DAY • P-O• 1NEC: Ovvee G DWS: lro Ylx MD➢II: Ym tan A1®YA HYEG nRIYMNiII. R®A mL Rlae n4Am4 I 0 GAhA MW.tA IY®9015Y8W1W� FY.V➢PY R N BMt xI cues mrt� � ma vnva uE eAc■ a,K wa xtaFrae usu xc�,uot um®Act. JACOSS04 HOMES 600 PACKARD COURT, SAPPY HARBOR, FL 34695 7T,7-726-1138 %lf /lo M/!8 NE LWl9NL ND m ce maurt lo, semc � it X r W CAL W A waimum om gcwm aoN m-sl& By n➢ms !ram®4�A l I� � RR�R� F01UAUM WH A➢a A8 m SBFSI M LOCAL COOPS N8 OaECBmB. PER DRIEEFID OFSa SRN WALL RI MAMN MIN - 09 EW010 75 MAY BE WMLom 6/!O/'/ NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF'FITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, ANWOR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. L L I I. a a 1. ••":, %"'"' >+' - ••_ • :r: 9 '.i % ODA➢ON NOTES: y ,,,.,;=;;;; :_.:,....,, r. i:k:� sFt aros gcuaFaRloIw 67�711 &r<I�AORiS `n�r':4.••:,. •:... _ . t'f'.','. ROff YENeAMM SB' IW. •. 7YflCA! fWtaAlla is, X A' IMUL 1ENE MOTE Mm/OR mcnam (K-M BY Cum F0.WAIla VOMEON M0 5 SBfr M LOCAL DEES AF8 P MM, PER ORM OESM SH WALL FWMIA➢a S IN - O➢WN FOAOA➢a W 5 MAY BE ml EL hl"AflON NO S: a to n. T QRltpi WY IE OWRFD T m IIISRID 12 wuanwl.PRrs NE mm DLY, x rmmwlm SDIRIW IOYl.IPPINYA. IalFannw 1OIM11011 IS 0 Srm V OnRRs t m OR}I IOIPOAIIW fWG NB R9.N0 BY 011®R .MD>84]I KO® IM = 9 PN NM1POVN. A4FNL1(=% AOIR YIIX 11E NMPRF! /JD/1A DOEFA Q TF 9RRd flAt6 WINE Mi BE H10 R9R6>aE tli ItME im ME NPM11Q1 (E901 "AR OT141iTNML PDSOINMIE 611E 9RHI9NCIIIRS S9YCIIWIL W1iRLNR NY MlF]B IEL1M t101Ef(L BNW 611C Pu Ml6l¢1111[PFa BY MDi®1 NL9 NC WY FE IMAtF1L 11� IY1F16Y9 NE tt O' 11®110@ /!L Imtl! IEID11fD. �R yp * 63802 >m P. WVm{, AN .1. .an. n awmu R a� ■.T 3AC . t'-? 6OF15 WEC, Gpe.m c DWS: to UPx MODOt ut0 un . u111t601 M■ea slRtt xNBm. Ha9A xL m1181FID1'm ■ R Oe01 M1otW 16® M® WY <E DWMYDD F YArJCY IItT MYl6 MlT WEII®. /1LCIl1.'! lWalal t11N H9 P/QI6 /K BA4D OI M ILUL MIOWL R.W116fi Illlf e0m IH1L __- !1111 •, J. ;;, a :ItI 111� 16' X B' TMCAL VW I RDP UON DE91NJOEOIIM M-M& BY OOE16 _ FTHaATION VBHBEABCH AFD IS mm TO 1OCIL CODES No ItmRRB PER RTODM L'M SIN WALL F01MABUT SDNI - ORD RIMA➢ON TIM MAY BE UIM NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ET[... MAY VARY FROM THESE ELEVATIONS. �9 000 MINI11C mixIII I1i1AAS III 0 r r fggC�C�RRR �a i r au a,n .la �� 11' X r TTPMJL m � FDMIAIXN DESGRl Emcm ON-n BY mm FBWDABRT VW UIM AM 5 IBM TO WA CMES RM 78EaX PER ENUM OESOT SRM.WALL FUB7IATRII SIONT - OM FOLMATBN iR45 MAY BE UW0. UWATION NOTIESF 1. FMRDADN D TSTAM® MI-SIE BY O1RR5 I ROD' VUMV(*i WY E AWDSFIIS® TRDMM it SDE ITEMS SIOW WY E O A,, :,,,® mis AtD R SIOELT 10 ALL STAi AlD , m•, Om6 MD R4ECIIORS 1 NIE RFYS 910W WY IE D♦-91E RT ODFPS 91E IIOO WTVMD taf DMTID "WIE APNNFD Pl/tR M i DF EIIIOD NNDAIED ATE] s ff` ODOl 0 nEg IETMN 3PMA16Y OR N WYm1AnW 0. ROD 01fWmNE (FAVE) Siff] WY VMY. AIE 1/A' OR ROOF it SDE ITEMS NOW WY maJ WY Rf USD 1s SDE UEY SIGN E ff 0 1O. SME MS DD6 NE NE 0 ITiFI1 OESIDS Ata WY YARY FRDI PrIRy� 1 eFR ISrA11ED. M GNGE ADOR AIO RDD FOOaADN Aff Mr-9D; N FIaM AIa EM FAILS 1] VMY FROM 10' 10 O' NDNAL 503. to BIN DNAIW ENS SNNL BE IVIED Am SOE uA w M FIML SDDCID✓E N SNME TYPE 9MID4 OEC M TIE YMY FRM IM EILVADNS l AM SIFPS AIa RATS ME Or-91E BY 011m6 2r6 s LNDYARa iYPIW, oM-Sf[ BY onErts FmFRm OF M aMW4 NO SDSL m DE ROOF GN1T Ol OTIER WIrDNm MW OIIWST O. SIFTS At0 RALS A9E DI-SID WgE II EMDIDND IM 90 DO6, Y� 6D0 PACKAM COURT, s �n06'�/ 0 W BE 1✓8dME �Ai® Ffltl�l MN 'L AP S TIE4E4 =Cry E S O ' 10. IXUMIDD NOu6fILH1 efT t smNly HAnok, m 3"98 7. MAIM S TTHNL DIY. N-9 FIREMS OF ITIDeN WY E OIAM® BY THE Kxm U M SDE Aw F1a M DO 12 IWroAnN AR1YRIfA1 ME SEECT ID I✓g w I Y. ALL "MOM Wwa ADHOIII OWMACIOII, SLiECr M 10•A MRiWAL FWMMADN VJIDATM R MI-= W aOOG 'M WY E � tDWR m 727=73,6-1788 Nw FDwADN Rus xa omMan er oMns ,ucrosM xous .vm rrs Mm PMry Awxwu. 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Y oTHIDLSE (ON -WE. V r1commM1' J (YL NYI is ISAIIDI tar aa.m xL eYW t . 3r VOA[ W. pg SCALE: ms I' 1 Top. Wo O - I L YC FRg6TMY YAT M mYa9 W MC P. PRV9 QLY NU IYIL IRr m ffNlfR mIYA a ef�FAYY to 1. PIPINOG1DR HOT LARGERTTHEN 3�4 INCH NOMINAL OUR P. S PPEQYOWO LOCATED OCAT]D OUTSIDE WE tCoOYEIDcIIlIaIXm.pD mSPACE. 6MEuIR REAM 4 ro I m+IImNM YAMl96 6 fRi Yd OU mOEG OYA1F1111E1 M Wl➢tY+GM 18 (PEIFOR TTHNP=NAL El 4NlC nra YI H CO E 4) (PER THE RAWDA MOLL BE PEX AYIOPOLY CODE E. C tL WATER S Y S SHALL BE PE]C POLYBUMFRE, CPVC OR COPPER. M W % SBPPLY STIR W 10 1/Y u ALL THEFM AND SHALL (UATRIGSIM LDRS) LOCAL SHALL BE COMIECIED OrE-SRE BY SHA£ AS SHALL A L B ECT E IDGI HANOAPPROVAL to ALL SNOWEA STALLS SHALL BE CDYFEiED YAIFI A NONABSORBENT YA7EItUL 14 �wv� 14 x. ,+K YNram lmsa Wtl m AYt 4r tar HYYA t rmp. sHowm omm. �g SCAM: NTs „tt R Y iw m m JAY MTaE ruY Duy ttK 1,K i� rrp- wo off. - 2 k8 SCALE: NIS A'.® NYCIAIM% MI QY1M'1�II IR. aPHQ mYIDK m 1K V" 'OM.16: e69ILF 6 fmYY V.P � YM Ott" Ra.s mwno wm , pr 1/r V- t ,K yr r- r 1/f ro r tK trd c 1/1( ird TABLE P3105.1 FROM FLORIDA RESIDEMIAL CODE ,+K Ytrt>wv INRmIlSm J:YAW,YNL YRY (An1 uw. t,K �8 SCALE: ►ITS / .! \'S Irp. 11M'Dl'/VAAm . a7uw om'IAJr s - SCALEt ws 6 NY WY Y: WAN. 11E4 YATWN.9 NE M.RS YI.IYMe.�IR4 aR1YNI yp SITE INSPECTIONS AND TESTING IS REO'D A uaE® Allt®Ea mx1RAC+n1 a gpNHY ro YA1Y uL mxsnus WAM 11e dYtfp q " m Qf9R (RIIS IRr16 ro t12 smai). YAIfA 96RY blbld YO TE ee1K KlS1E MO 14NI - eW/ •+YSIEY� ALL QI-91E lmOY.lE6V ARE ro PEPECI,m Na RflYYI m TE tnrx AmmY110, utwo AYMQrx.mw. utr tHat rnmA1EY. tRe trnmD tvttmEtE mHmncmY swL P,mala, uL e15PFGw 1NE A =L smFYs 01 ACWf9.vhf wm SEC,IfN� P1e0.1W TIE RAmA DmE „rr Y mI w a J �,.,mta mw nAa m a.,./ r Ym asnt t �g scw: um tlr11YlRc m 63802 >oo c YAvoaar Aw wuv,w anA DMWN+ nYlL DAi+ e/m/2me sWE+ any.,•-r SHEEN PlEG DmaY• n DY/$3 tro YRI MODtl+ Ym tan . 11Y�11Yli eYEIY Y.tiBq immA W Wl1n R931A3 1:100❑ WATER SUPPLY HASED ON 40 TO 49 P51 ❑❑■❑ C ` MAX pET/EAaPED LENGTH . BO FEET EN ❑ ieMb SINK LAV 8 EB'XJ4' Xii X34' 1FX3/4 ►► 29: X 3/4' Y Y 61 `�♦�c 14, G 9 IT X R J 4• 31/�' • ti' 3802 *� wASxEW X3/4• wY SHOWER O *• ie* iW 6' %3/4• CRp55pVEA g Na A i • • p @B 16'%3/4' 1YX3/P�6e�A R !� ��i�� R1 •• ♦, �4 -.ri Ng r ONA1. ♦.♦♦ pr LAY � € un►n►►►�B x 6��g�EyIx �yg�%IB�° ® O e� BT X34. 5xOWES '�#egA2 ib8#S��p erggg W�PA I a iI cc GQ3�5� TWLVAY49lYAR g11ii bw Noen,x wI. E I°4 iaary HITCH PINLEf SINK 54'X34' _ ?73•Y3/4 uv 6•XP gx AsA`yp gm'l- rE14v'A 17%3/4' 31•X1' ,�'sp '119b EJINX °ICR��gg 47X34• ¢ � Ag ppim�j ^ 16'X3/4' 77X1' wC�r� FiaN 4 O 3 0 y, 9C X3/4• 5'X1• ais P IQ WASHER f X 314V KMR' 1T X 3/4• ' X 3/4' 5HOwm ®� X�Q g 71 6'x3/' Cgp55pVFR 9S9i 1Y X 3/41 1Y X 3/e 41' X 3/4' LAv COLD 35 x3,4 !� WE REnsloNs 2r X 3/4• Q BY DATB 66'X3 4` SHOWERQ POTABLE WATER SUPPLY SYSTEM NOTES: SATE AIVSPECTAOIV5 ^ND TESTING 19 REO'O AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: DRA�� aWx L WATER SIPPLY PPING SHALL SE met TAPPER. OrM (Ross UOe® PAY- a NAlE0. sPPLr STUB uPs TG TIE T/1' A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS pPROV � °•T• OHWEM (RaDpT WATEIRNS ePPRGWD Pm "ATE Ara LOCAL CCOE(BL III, Au sPPr •(ROssoWR• (YAING uNeT) PFea SHALL TIE cpTECTm aR-mE P f0 ®...... .� L wATET HAINm ARR6TOR5 HOr HROErRn wV xaaEiu(Ru(I EATER xrPs BY OIIDR% era sou BE S B= TO LEGAL ePPROWY. AFTER THE BUILDING IS INSTALLED ON —SITE (THIS APPLIES TO THE POTABLE L THE WA1FR IPAIER 9VL. NAVE A SUETY Pµ WIN 1 NTN VEGAS GRAN IL AU. SNDMER STALLS SHALL BE COVERED WIN A NONNESDRKNT SATEk[AL WATER SUPPLY SYSTEM AND THE DRAIN, WASTE. AND VENT — DWV SYSTEM). a• • J "°°'" DAB' e/m/mIe TOME DMPJOR O' TE SLDNG (ON-slE, BY onBAB7� TO A NIMWN HEIGHT OF TO INCHES ABODE THE MSHm FLOOR LEVEL ) y ..� i I THE WATER HEATER TGP l VALVE 91NL PUN MISSION E%IWpi (@r-9TE, F THIS M NOT FACTORY INSTALLED IT SHILL BE WYPoEIED oN-s1E, BY ALL ON —SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE o 9— 7— 18 � NO 5�' a e� � M1p BY O71BR577,, onm AND SHALL BE SIpECT TO LOCAL APPROVAL mo wv 'm. A a TWRNAL IANSOH OEVOL IF REQUIRED BY SATER HEATER NSGUAnOR ss WBH MOvmm; ALL "%IVIES RR sIGWR(s). T11B(s7, µO/w Tue LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON —SITE CONNECTIONS HAVE i r:RLFar�� ,aw INSTRUCTORS, SHALL BE INSTALLED ON-sTE, BY OTHERS AND SHALL BE Cg TOO sWL I LYMHRpIID BY µ MPRMfD WOH1O L W1H A ilipi■ IHFYI/�— smtsr TO LOCAL APPROWN. uATpRRI O RET IERPRAITRE OF IMF (ASB••CL BEEN COMPLETED. THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL _£ c a eu Pwmxa FIATDTLs slAu NAPE A SEPARATE 9RH6F VALM �� u Au LAWS SHALL BE CO`NOIm BY AN APPROVED 10TOHG VALVE. INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION `"P >. A SHUTOFF VALVE 91ALL BE NSMLIID NiHN TG3E FEET 0' THE FRESH R. f%IWOR TAUCD^ HOSE F®e OR WALL HTDPAYIs LTWIFR 9F0.T pITEIG WIN y o �a WATER NET 101XE [ALIINC OTEB 9WL BE Nelepm OR-STE BY Gems) NGN: TREADS) G HE Epa{FD WIN A VAOAN SREAXD, Farwm PER THE P2503 OF THE FLORIDA CODE. elp slid TIE slBEar TO Lace. ewRwN. uAWEeeIIOm wTmOms nT. FNIRl9 rE III . GN-GTE BY �'I a WATER SUPPLY PIPING NETAUFD N ANY NALL OPOSED TO THE ERIDeGT�� Is ALL OR-sTE PI 0 S AU. 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IRBIABe.IWmI RYN. 0 fV.aNI OaO`e 0 0 0 0 TR DR,.tf Na Idle Mi NfRlldl 11e 116.RLV(w1WNG MOOIWIPOm W.IfI P/Q/Z ta1NNmNMIK NO�wINN®IPVwmt II(IWIIIwam IB.ODI.M®®aE e1 �Im16sa P.10M$AIMRM m1190a meN®DRflteamae�'fp6lw aYJM®IlaaFa .Ya wYMtaaAtiLL 9a]e wlWNa rR fla\lFa TI M AfRFIII M 4[6F Rm93a SLY .Va BAIL lea S 9Nwl mV1 OI OBOMS l0)W]Ra IlCM mN81m A UOFm WI IM NNYS twm(LVle9 wO1RN NIOMVAWI Fm1.NC®, Naa3 TO MN1M PIQ/a[ Ile NL m O]Iwa9lle M VAV!'L PMIRIr V aMY1s11 IM08 NL calla IL4111Na. f�1mR Na A - El]S PW Os"EAAWALL m DESIGN SFECss 2 s - %I PW s 9 c - MW PW D - 10 PSF O f@019PM VNIC aM w 9 Ol9ti19W1V.W4 m Nr owlvaw lmlt•; avanuerR FO® .omw Wares osaw sew vlun eMu 8 ama srlR vNDR Dm O awTnmea Form ovamaaeR Fa¢ � 4Tee ors 0 O xaM sm vNly mw � �w sem vwle ���\ ovmuera rsem ama Im avwMaeo wxc � : D m;C O ws7l srlR nun Im PI O Oval MrIR vuw; = aN= avaTuaea NxL teu l® NW0(afa Po•S: Daax s(4mNAnoxs� I 1. MMN mOP IwGM VaNN >4 F4T NANNW s. IlooO uvl mAa mPs a. am1 WBIOM Oa P9' 4. BMA. WwD slD I" IOw -wit MN.ale) e. WND uNaNMaO FA N - 1A a Col D e. WND SW]aaB CpT60Yi. C 7, wlwaLLL nwuu maT , ocA - ate (Fade..) IML °(.'°' INID Ne' (Vasd) c fl c Lo.m, Ulna Moos MSRI 4 06iRN WIND PYaffaaR Ma COMbN@alf AND MeaWJ (g�� e� pa. ao0r couwNWlsD.Dw(m LOAm Gg IONRaAi. Eb.]H P]F -1=4 M w �{ . aaor Ova.N.NIn N D S ^� aoxsa. Ps( y xW a. -IMwt ttAla WALL mM(ONENAIIDm(ODoIO � u wAu / mNN p�pCC IN= 4aA1 Pg i -47M Pff rls oOtD e. dam w T -e607 Pg IAnWf m.m� 9. D[SRN WRIO PCFff0aL5 bf D1a N1UN WIND {OCO o661Om fTSM LM1nMI • fNFAaWaLLa� A. 0]ae P (em 70tE OF RAW B. tal w (DID EDE OF ROOF) C. 3e.e] M ONE = OF WILL) Y. 10 M ONE i OF ROOF) STATE OP FLOAIDA gg .mN«m 2017 FAC Milo 211 4 ,1� 9 �ZO14 NEc GG07 O @ap 1�� 4 Ma tA 2017mMCC NUNen+n 35 pp'Jpp�p Bnm„ 2017FwAwc1 2011,x wMC a OPome® me n 63802 I/IIIIIIIIIA 8 e B � v ya i DRwi.w YlY DRANRII LLIM DADFi 9/24�A10 sues. a/te• . r-a sH1IL1 WKl DPO.m a DWSa 17O IWN MOOFl1 NOD 1m! Naibel NOM ]AIE1Y MaiBly flema NL PaR91Es11m Z'gzmz 90z Q NQIy N aq 2I a a 2j 6 t �d ggqq3q WNQ �"�° • ml� a'd� O9vmxL wrs (xm sa nBq IFNII[aDIIDMN-N9- � DLRRK m6-NNDFa• LS 30 xa>R�iWm N�L-°Q � QHNINN IbO-MNDFa• �{ IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t❑ GRAVITY LOAD: 2450 LBS GRAVITY LOAD: 2720 LBS ❑3 GRAVITY LOAD: 220 LBS ®auaw. was v+m 9a r,Bq NAAEE®NIDas-■Rr• 10 NBaMRatN-NNDR• ta/ ANY ATTACHMENTS TO THIS STRUCTURE SHALL RE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDINGISTRUCTURE. OMR10. waS (NM 991" IIiV1Ell®INIDID-F P3• QS45 O'MpANN DWI-NNDA°• O9F/A4AIL IaVS (N9 9L E'B9 xnNEvaRR6-NI1F- N0 N[NNMNIDIIE-NNIG6. �/ IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 1❑ GRAVITY LOAD: 2450 LOS GRAVITY LOAD: 2720 LBS GRAVITY LOAD: 220 LOS O9ENRxLwas ULso 9e nBq IRFIl1EI.�N w@-NP4• {Y D®RNciasa-xnlm. FDA .. ONEMDa.was6 SFWII . x#A UIEKM-NR• m DLOiNODYO-M W10. N@ / MIKMG xyIyFAgMKPIbYAgR}LT•txDGOFyRA O� WwsYf 00• Y Y•a NR.4TJE laFs2���pRNA vo Y.w Yb11 -�fp•@u•�•.��- PI@YDIRYYSIRI x10 RGY®Q mCIF➢1•IpR IFON YmGma o•nw uwa •x•n xLm¢I .. NIY IKRx iiEld AY1®R1Y.�IM6 ANKYxp .�Rimv i�•im m� i1R NNfg051NFI1FS a ® !Di aECllal A`DINI �-,� IaDDAlr11 a A 9@ YNWC® PDSIlV611 FabA1MN SYSRFI Aro a Mr DSIDrD m ff NN.m as m DED® aF IGTNIm. ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Oq E%EEIIIOR WALL: 24 PLF [:RANT' LOAD 3l PlF UPLIFT ILAD MOO 1472 O MAnNG WALL: 170 IN - M (9&6) 43O PLF BRAN LDAD DPONE C Sao PLF UPLIFT LRAR IIH = TO FEEL O MAIGNs a INs: 90 PFF GRAVITY LOAD O 1-BEAM EON.F Ej: 4 5O PLF SRAV WAD ®9EARWL was WM>g ruq kAAFILPA Wa-NRf• 124 1 PHYxR100-NNOO• ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDINGMTRUCTURE. OREAmEL wrN UIm sa rFeEE xaNEUD'Nmla-MRr- I232 DWWmD9-xlmm• NR las/ vp F9 R®:Y®Ic[ ❑ sow - a=® e� -_•_.p -••i n• Y Y � 1 •uq •a � Y •w Y � pp ❑ • l M Y iA M ❑ p 0 p Y p • •• M Y • 0• Y 0 ❑• M . YOC ❑N Y p • • a Y Rm Y o ❑ m ❑• o• Y N Y• Y • o p Y ❑. • a, • p❑ • o o Y Y. • p ONANfx1A xND-MP3� ¢S NDEIMNaNE-NMIIN• NIID SHEARWALL O DESIGN SPECA S R g R - Ist Ps RA.r.•.� F�9 D. SLV P3 D. 10 P3 ®NaA Ye YIV em Yrxm 01V •wu ®•u Y+u ov ®Yw Nuem mu •u F� OoYYpworonm NeN1 YFM PIIB O ®YY ppxl av u ea•rewm O m Yw am ®v (�/ eao,••x Fem opvxKlm _D�' xE8 ALL PWMBING ANa AE 01111 5 t0• MINIMUM FROM ANY FLOOR WGE Q R-opa Y001Kre L MIWY N x�f lI 6 M�YO K V/M LII ®�fB a YKYN M1I pll•II1111 OiDfD OI YI®R1�11106 YVP.Ya•ry iM9 BLLg05MUCNE B DSDBI FDR FR6p01 AW/OR oxnmxwmoa-AY tiY•a¢%nnc'°WY .- 1A'x11A1O1 D1 91E Ra9dO®F[RNRIIT FaEOATOx'11iB1 AIO a OFF -FRAME FOUNDATION LOADS EEDGTR10R WALL: MOO 1472 Aa0 PLF GRAYRY ICAO 39O PLF UPLIFT CLAD 170 IN - U (IlBmle) O MATENG wA• •. WOW 1: 920 PLF sRAYRY WAD IM = 30 FEET 930 PLF UPLIFT LOAD O MATINS OPENING: .0 PLF GRAVITY WAD nE pDMDlam�mA•YO PAaFa:O]FPx aDEPDnxE xDM PNRBED YfxaWGNI AR YMWDW®urE lane Nor D.vDED ro ff NTW a¢ m DEeDD sx xRxFm USE -THE TABLE BELOW FOR REWIRED - —USE-THE TABLE 'BELOW -FOR -REQUIRED — LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT ❑ ��w .� �mi Iva �Y_-•-•0 �ra4�m le O. a a w Y u • o Y . o, • N• a • Y' Cm Cm _ o • o p Y o • 0 • Y 1• K Y Y ipY e>D • 0• Y • 0 Y •❑ 0 o p • a • ❑. o • p o e a Y o B! aYIDaN NOF,S x0 OEII °HRWALL A- -- PSP DESIGN SPECS § a. 1A, PSG D - 10 PS O09QM01® ®NN YIYO a~ ® 09 KA YlC KN u 01®•01x® O .rr wie ® ov © ®K.a p•RY.0 ev 061MY01® •mu Od101.ONY® ou Ouv YYr wio O ®Yw Rxx ov PanvYKiaR eev..nnm au 4 ®IY•M aVxK•K uv 9 ®YY lve ov POIN••YNm Iwux xx•YPIxNY- eu SAFETY: WARNING: CAUTION: FOUNDA SM PWARMON / POUNDATIONI TOLIVIM PROTECOON: t a L aFApML ame p/DNADR uLn aoFlsx: xma x>B xmoAP vANR Ppapq pwDAVYR xxa Nxxl w K MN@®ROa NAN mox$Ar9nMa Da aF na sFxi 9 LCDaF R90fA96WfN�� F�pmpR NL Y1� 11'E ND 2D IG09 Na INT DOIx x xNI IIExNxxN.FIO KRN.IWDO. ➢E II�1 E}51BI DLLL x: AIIAD® aBLT W 1S [W. 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ALL = MUST COPLY vRi ABIY Aae (So m MNTRYL 1 ALL IUD 59E6 Y16T F06LY P(G AJN A-]eF S iW iHea,THvl �EOfILS IEFFA ro ME FIeeDAllOi PIAN ®O® AND MITEDOD R OREItS ♦ NL FAYIQEa NID HfAIF➢ WIFiA 91I11 ff NMONH ial FStWATNI NIY I.QFiTIro WYMA. 6 1AEH ME NFA 4lFAT1 TIY: aAffip/SIIWCRRE B FNGa 181Mllit BNIa81 NI IOBI BQ 61aT 9LNae APT aFi-10610HNO•GIEYM PATC®(ROW •FEW OWeWDST f o RR.1061ta1R PRTiP®m- a HLLT eTRx AOT YNIa IND Ron1MIRe9 - AFT R rt TT.'L (en Rc eHNms GTq Ala Ies HNI] Gat WOeA101 awl aee0 aTwr . (texxJ 516.De. RRIYIE - tT NAY. {QF9Z BY ONaGJ �ALM � flWl Z � J IITNII' m R IDZIEIG RPA I➢Fat G1E - iFA — pT6WCDNYAWK Ms lm 8 N4P➢NY 469FGIN. FATALE fW 1ML al6l. P15 SCULLS: WS m �HrAaNL HETc emM.Rme UNLESS OTREAMSE N01M N THIS APPROVED BUODNO PACKAGE, JOIST HANGERS ME NOT USED N ME CONrW 1ION OF THE BSIDNO AT THE FACTORY. T E EFOIa: A MINIMUM T T/2' BEARNG SI BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCUIDE THIS MMMUM 1 1/2' GEARING. ALL MWATION O®GS ME BY OTHERS. Ym� 'ai NVIE INN* 'CfI R/IE WF. YE fAOIIXY WHa'HlGlal OVeJN a 16i ATVD®A 11E SWFeR MU B iNII♦a AR A SW WRDN. O]WQ T NOON eTbIDt Af1FlI 11F eSDOAJ01 6 LE 9HTa/DaCRPE CONIStRUMON SI.ICUICiAnONS: 1l welly RlO Ff 10a1e Wm➢ SAS i RNiII VYlY2 qp 1l.YL IPL YM F NPM I'R BC.wL RGl mp ppwP NC010111P H/iP®OI Rf® �.aamA IIDDI YIIftlY tY 06 AGImO Y iRP\ NYYP eP1aI1GE Epy aHFP voo� Pm® V IYH OSRI NRP P'R NEpp l/If IMv4m M4O lR tlpp IFH-{Yv 01Y OtN a e/ YAYm R �'� MA W.mP.j wllm0 ITG�0.'At�(vaJ IO>YRmeu f/�If M1P Alta NfW (PLL'YI 1:9 IiiRf41O09f IVYW fBtR Pc®t11iNY m610 u TIB oi11m L6tlYWTI mm 60me6CIPy0 0 taNtm eaamvemr aYT wrnie YFamttwrWm Pew P e N 11Y9: Rb1J Na NN$ MS tlliiBNK /IG aP1RTMY G1aP14 M Ma1a 611p; G.1�a P/Of/fE OMIN mPR1111L NOt4Y IW'A® FPFaAffiL NR aWINYId>1fl 16. CTmi OPGOaFE al � T 11O PMWF al NIY611E @IR NPItfD m TE REapalNlT Ia1918C RHY49 ttY Mll BINL IYT ff SRIM)1 TFFI4 OI ORNR2 a1PaWO Na/VR OatRTI®m ORFl61Hi NtF IIPWg Mart lkl6.b rYIEN Nm1ORAlIM f1oJ1 Me7aIIi loYl HO ameHO P.VIt/¢ Na to SA=YP BYAV HE aHDY'E FRHYroY T 0 P IIYt M®Y a 10:1 YZYO M twLePeAnw ea M OVJ IPIgmL miWWN N }mvW fO6 PTaID1 vIJYa t rTR aAHn® maYtYt rta mAml tYO ecs i1L 1N$ G1f1e114 NS IPSOw➢. mp alai m IATat9 lOaWII.Ta1 PAWAM)IETNF WI FAS@fa i�AQOaF SHMT M NG �1S Sca.11 WS APPROVAL SUMPS: 9-7-18 catYES r/ ron NNmA NFS OOOO eeatuP NL em Fnnlm IF f00t WYimt/.N 0p4R.IN .tl1R w�l uamtl OIEO®' LLL DATE: a/m/mIe SWst J/te'-1'd 0.12m11P119 ]HEETI yop'�e mAewe® y■ �R yY�� �R l'VECt F+P..YY C D1R5; to YEH MODEL• Ym tm • Y�IIIWYL BAF[lY NARBYA NOILA /111m19 aSlff6 i REScheck Software Version 4.6.5 Compliance Certificate Project M-1472 Energy Code: 2017 Florida Building Code, Energy Conservation Location: Jensen Beach, Florida Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 764 ft2 Glazing Area 18% Climate Zone: 2 (307 HDD) Permit Date: Permit Number: 9-7-18 rn w Construction Site: Owner/Agent: Designer/Contractor: 1185 Nettles Blvd Jensen Beach, FL 34957 • . - • • • ..rMireme Mire . • .. . • • . 9 8 • . - Compliance: 37.8% Better Than Code Maximum UA: 275 Your UA: 171 Maximum SHGC: 0.25 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss SHGC: 0.25 0.035 Wall 1: Wood Frame, 16" o.c. 1,095 19.0 0.0 0.060 54 Window 1: Wood Frame:Double Pane with Low-E 130 0.300 39 SHGC: 0.25 Door 1: Glass 20 0.300 6 SHGC: 0.25 Door 2: Glass 44 0.300 13 SHGC: 0.25 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 764 22.0 0.0 0.042 32 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �L /C��� Felipe Ramirez - CAD Tech 08/23/2018 Name - Tltle Signature Date Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PRl]1 ;energy code compliance for the ❑Not Observable 4 building envelope. Thermal :envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, idocumentation demonstrate ❑Does Not 403.7, 'energy code compliance for ❑Not Observable 403.8 ;lighting and mechanical systems. ❑Not Applicable [PR3]1 Systems serving multiple (9) :dwelling units must demonstrate compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is I Heating: Heating: ;❑Complies 403.7 :sized per ACCA Manual S based I Btu/hr_ I Btu/hr :DDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: :[-]Not Observable Q� Manual J or other methods approved by the code official. Btu/hr_ ; Btu/hr ; ,❑Not Applicable 302.1; Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr_ Btu/hr_ ❑Does Not [PR2]z on loads calculated per ACCA p Cooling: Cooling: tNot Observable ; 10 Manual J or other methods approved by the code official. I Btu/hr_ Btu/hr ❑Not Applicable , Refer to R403.7.1 for full details. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Page 2 of 9 Section # & Req.ID Foundation Inspection Complies? Comments/Assumptions ' 303.2.1.3 JA protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not g�❑Not and extends a minimum of 6 in. below Observable: grade. :,❑Not Applicable 403.9 Snow- and ice -melting system controls;❑Complies ; [FO12]2 installed. j❑Does Not U I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Page 3 of 9 Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1.3 IU-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not v ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.1.1, :Glazing U-factor (area -weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). :DDoesNot table for values. 402.3.3, :❑Not Observable 503.1.1.1 I [FR2] �❑Not Applicable IAi i i i i J 402.1.1, ,Glazing SHGC value (area- SHGCt_ SHGC: ;❑Complies ;See the Envelope Assemblies 402.3.2, !weighted average). ❑Does Not ;table for values. 402.3.3 [FR311 !❑Not Observable ;❑Not Applicable I ! I 402.4.1.1 ;Air barrier and thermal barrier [Ell Complies [FR23]1 :installed per manufacturer's ❑Does Not v ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA /WDMA/CSA 101/I.S.2/A440 ❑Not Observable for has infiltration rates per NFRC ❑Not Applicable ; 1400 that do not exceed code ;' limits. 402.4.5 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not ca >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for :diameter >= 3 inches and R-4.2 ifor < 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not l IE]Not ❑Not Observable Applicable 403.4 HVAC piping conveying fluids R- R-❑Complies [FR17]2 !above 105 °F or chilled fluids ! ❑Does Not J )below 55 °F are insulated to >_R- !❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not C� ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R-❑Complies ; [FR18]2 >_R-3.❑Does Not ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Page 4 of 9 Section Framing /Rough -In Inspection Plans Verified Field Verified Complies? FComments/Assumptions &,Re 9,I�; Value Value 403.5.5 $ Storage water heaters not ❑Complies [FR26]2 {equipped with integral heat traps ❑Does Not Sand having vertical pipe risers ❑Not Observable have heat traps installed on both ❑Not Applicable the inlets and outlets. External heat traps installed per code guildlines. I 403.5.6.1. Service water heating systems ❑Complies 1 are equipped with automatic ❑Does Not [FR27]2 temperature controls. ❑Not Observable ❑Not Applicable 403.5.6.1. A separate switch permits the ❑Complies 2 power supplied to electric service ❑Does Not [FR28]2 water systems to be turned off. A ❑Not Observable separate valve permits the ❑Not Applicable energy supplied to the main burner(s) of combustion types of j service water heating systems to be turned off. 403.5.6.2 Water heating equipment meets Table 404.2 Table 404.2 ;❑Complies [FR29]2 minimum efficiencies of Table (required (required ❑Does Not C404.2 in Chapter 4 of the Ef): Ef):_ :❑Not Observable Florida Building Code, Energy ;❑Not Applicable Conservation, Commercial } Provisions, Equipment used to {provide heating functions as part I I 1 of a combination system satisfies all stated requirements for the appropriate water heating I category. 403.5.6.2. Solar systems for domestic hot ❑Complies 1 water production satisfy energy ❑Does Not [FR30]2 factor requirements determined ❑Not Observable I from the Florida Solar Energy ❑Not Applicable ' Center Directory of Certified I Solar Systems. 403.6 Automatic or gravity dampers are ❑Complies [FR19lz installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 403.6.2 Buildings designed to operate at ❑Complies [FR31]2 positive indoor pressure or have ❑Does Not j mechanical ventilation meet the ❑Not Observable following criteria: 1) Maximum ❑Not Applicable air -change -hour equal minimums from ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, 2) I No ventilation or air-conditioning system make-up air provided from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas, and 3) I Air drawn from enclosed space(s) , have walls insulated >= R-11 and ceiling >= R-19, space permitting, or R-10 otherwise. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: M-1472 Data filename: Untitled.rck Report date:, 08/23/18 Page 5 of 9 Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]1 or the installed R-values ❑Does Not provided. [-]Not Observable ❑Not Applicable 303.2 ;Wall insulation is installed per " ❑Complies [IN4]1 'manufacturer's instructions. *- ❑Does Not ❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 462.2.7 1 manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the ❑Not Observable ; underside of the subfloor, or floor ❑Not Applicable :framing cavity insulation is in a contact with the top side of ;sheathing, or continuous ;insulation is installed on the underside of floor framing and extends from the bottom to the ; Itop of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a' R. 1 R- ;❑Complies ;See the Envelope Assemblies 402.2.5, : mass wall with at least 1/2 of the 1 ❑ Wood ❑Wood :❑Does Not table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass tNot Observable [IN3]1 :exterior, the exterior insulation 1 ❑ Steel ❑ Steel :DNot Applicable :requirement applies (FR10). 402.1.1, ;Floor insulation R-value. ; R- ; R- 1❑Complies ;See the Envelope Assemblies 402.2.E ; ❑ Wood ; ❑ Wood ;❑Does Not table for values. [IN1]1 ; 1 ❑ Steel ❑ Steel i❑Not Observable I v ;❑Not Applicable 402.2.14 i Walls, ceilings or floors common ❑Complies IIN14]2 ito separate conditioned ❑Does Not j tenancies are insulated to >= R- ❑Not Observable 11, space permitting. Mass common walls are insulated to ❑Not Applicable ; >= R-6. ; Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 37) Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Page 6 of 9 Section Final Inspection Provisions plans Verified Field Verified Complies? 1' Commnts/Assumptions & Re Ip q• Value Value 303.1.1.2. (Ceiling insulation installed per ❑Complies ; 1,303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every ❑ Not Observable ; ' 300 ftz. ❑Not Applicable 303.3 i Manufacturer manuals for ❑Complies [F]18]3 i mechanical and water heating ❑Does Not `systems have been provided. ❑Not Observable ; ❑Not Applicable 401.3 An energy performance level ❑Complies [1`133]2 # (EPL) display card must be ❑Does Not icompleted and certified by the [-]Not Observable ; builder before final approval of y ' ❑Not Applicable j the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. A copy of the EPL card form can be found in Appendix C of the "FBC, Energy Conservation". 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies• ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ; [FI1]1 ; UNot Applicable I 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable ; 402.2.4 Attic access hatch and door R- R- ;❑Complies ; [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; ❑Not Observable I❑Not Applicable } 402.4.1.2 Blower door test @ 50 Pa. <=7 ACH 50 = ACH 50 =_❑Complies [FI17]1 ach.❑Does Not ;[_]Not Observable ;❑Not Applicable 403.1.1 Each separate heating/cooling ❑Complies [FI9)2 system has a thermostat ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403.1.3 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [F126]2' through one- or two -pipe heating []Does Not systems have outdoor setback ❑Not Observable I control to lower boiler water ❑Not Applicable ; temperature based on outdoor temperature. 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: M-1472 Data filename: Untitled.rck Report date: 08/23/18 Page 7 of 9 Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 403.3.2, IAll ducts, air handlers, and filter ❑Complies 403.3.2.1 ' boxes shall be constructed and ❑Does Not [FI24]1 'sealed in accordance with ❑Not Observable ;Section C403.2.9.2 of the ! Commercial Provisions of this ❑Not Applicable code. Air handler leakage ;designated by manufacturer at <=2% of design air flow. 403.3.3 I Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [F[27]1 'determine air leakage with ft2 ft2 ;❑Does Not either: Rough -in test: Total UNot Observable leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable lw.g. across the system including ;the manufacturer's air handler 'enclosure if installed at time of ; :test. Postconstruction test: Total ;leakage measured with a ; :pressure differential of 0.1 inch jw.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.4, ' Duct tightness test result of <=4 cfm/100 ; cfm/100 ;❑Complies 403.3.2 'cfm/100 ft2 across the system or ft2 :ftz :❑Does Not [FI411 <=3 cfm/100 ft2 without air :❑Not Observable handler @ 25 Pa. For rough -in nests, verification may need to ; ;❑Not Applicable :occur during Framing Inspection.: Duct tightness verified by testing in accordance with :ANSI/RESNET/ICC 380-2016 by :either individuals as defined in 'Section 553.993(5) or (7), Florida ; Statutes, or individuals licensed ; as set forth in Section ; 1489.105(3)(f), (g), or (i), Florida !Statutes, to be "substantially leak: ;free" in accordance with Section R403.3.3. 403.3.6 Air handling units are not ❑Complies [FI33]2 installed in attic. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI1112 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑Complies j [FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated : ❑Not Observable ; return pipe or a cold water supply ❑Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop at set -point temperature and iis no demand for hot water exists. 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Page 8 of 9 Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions &,Req.ID,' 403.5.1.2Electric heat trace systems ❑Complies [F]29]2' comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable ; heat tracing to maintain the desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies ; [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable ; supply pipe back to the heated ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the ; pump and limit the temperature of the water entering the cold water piping to 1049F. j 403.5.4 Drain water heat recovery units ❑Complies ; [�FI31]2 tested in accordance with CSA �_: . ❑Does Not B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one ; or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 403.6.1 All mechanical ventilation system :. ❑Complies [FI2512 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable 7 and air flow limits. S : ❑Not Applicable ; 404.1 175% of lamps in permanent ❑Complies [F16]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable I Does not apply to low -voltage ❑Not Applicable (lighting. '404.1.1 ; Fuel gas lighting systems have ❑Complies ; [F12311 ;no continuous pilot light. ❑Does Not J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: M-1472 Report date: 08/23/18 Data filename: Untitled.rck Page 9 of 9 9-7-18 cn uj FLA Manufactured B",q Progr am NOrihM"Srt Svte90A TaUhmee, Flotilla 32399-0772 Phone; 850.487.1824- Far. M.4140W Ken Lawson-, Secretary ,§eptemb,d,r 12,, 2016 'pqodl;)sVn, Homes Post ' Ofhoa'Bok ' 3J56' ;Safety ,iafety Harbor o FL3�4665 RE; MaOuf&-turier.Certiflcation, ID-I'viFF.6.8; EXplrptlon qate! Septdhnber.:D% 2019 Dear Clinton Myrice Unstructfon.or.mod0cation on�;a manuiactured txjj1ding cannot bedin'Lntlt the.Thlrd.Aarty' review and -Your ceftIncatlon Emal I g6ner6ted perm three years cc;Hilborn Warner Carter And; Assoc., Inc, You Will F16rldb r local 116berii6re n'z'o., Manufactured Bu'llding"s Reog - m:, a Rick Scqtt, Govemor :C FUST Q�N 0=.0 BUILD r7roithu I Id Uk 6-jl* I s LE -Ra f"- di lin 66, APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 0 9-7-18 N Manufacturer's Model #: MCP-3098-M1472 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 812812018 (Method & Output Q 2018) All rights reserved., this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this) page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on ACTUAL orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A FBC (2017)/IECC (2015) 30N Latitude COOLING LOAD: 18,138 Btuh for Outside Temp/Humidity of 96 ° F (35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 16,272 Btuh based on outside temp of 17 ° F ( -9 C) with inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handler. Actual UA = 189.2 Max ILIA (Table R402.1.2) = 229.1 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (22+Non-ins Rim- 19 - 30) GREEN ORIENTATION Total Cond. Floor Area: 771.67 s.f. TRUE Outside Perimeter: 125.33 ft Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Net Roof Area (less ducts): 708.5 s,f. Primary Wall Area: 936.13 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): nla Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 371.8 ft TOTAL Low-E window 130.00 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL S.G.D. 41.06 s.f. Exp Floor(U): 0.044 INFLOOR DUCT AREA: 0 S.F. @ 51 To/ 29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.28 ATTIC DUCT AREA: 73.255 S.F. @ 95 TD/ 94.1 TD TOTAL Skylite 0.00 s.f. S.G.D. 0.480 / 0.39 EXT. DUCT AREA: 0 S.F. @ 95 To/ 49 TD TOTAL Doorl Area: 20.81,s.f. Glass Bic 0.630 / 0.51 PEOPLE: 3 3421.9 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass % of Floor: 22.17 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 912 Btuh All Glass % of Wall: 15.17 % Door 2: 0.670 DUCT LOSS: 1003 Btuh ' LATENT GAIN: 3136 Btuh Summer Infiltr (7.5 mph): 25.1 cfm Mech. Ventilation : 34.9 cfm ( 16.4 Us) Altitude: 40 ft Winter Infiltration (15 mph): 47.4 cfm @ Semi -Tight ROOM BY ROOM VALUES: 1080.0 FPM, max velocity in trunk #: 2 Heat Exiting Furnace: 89 deg A/C Exiting : 49 deg Actual heatinb and cooling required in each room and flow set to maximum of either heating or cooling HEATING COOLING CFM ROOM NAME LOSS (Btu) GAIN (Btu) DIST Living Room h 3,388 3,779 158 Dining h 2,974 3,123 139 Kitchen h 1,371 1,595 64 WIC h 808 834 38 M. Bedroom h 1,520 1,893 71 Bath #2 h 1,768 1,658 83 Bedroom #2 h 3,620 4,400 169 Bath #1 h 822 855 38 TOTALS 16,272 18,138 761 0.15 Max pressure at A/H Cooling Air Heating Air Values for Values for 20 5.0 KW 2 ton unit 90 % Gas/Oil Elec CFM Btuh CFM Btuh E Btuh 161 4,615 155 3,493 3,311 154 4,432 149 3,354 3,179 67 1,914 64 1,449 1,373 59 1,706 57 1,291 1,224 103 2,946 99 2,230 2,113 65 1,880 63 1,423 1,349 170 4,888 164 3,699 3,506 48 1,367 46 1,035 981 827 23,747 797 17,974 17,035 Maximum A/C capacity Calibrated Blower Test Btuh (alt adj) 7,051 6,748 2,927 2,608 4,501 2,874 7,400 2,090 36,200 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model#: MCP-3098-M1472 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 812812018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed. Blower CFM 818 @ 0.7 E.S.P. TEL= 421.8584 FR= 0.0924 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft; Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Living Room 3 0 4 18 333.2 355.2 1,670 1,863 84 65 84 5.67 6.0 427.4 2 Living Room 3 0 4 10 330.8 344.8 1,718 1,916 86 67 86 5.66 6.0 439.5 3 Bath#1 3 0 4 10 357.8 371.8 822 855 41 30 41 4.38 5.0 302.7 4 Bedroom #2 3 0 4 19 333.5 356.5 3,620 4,400 182 154 182 7.73 8.0 521.1 5 Dining 2 0 4 25 231.9 260.9 2,974 3,123 149 110 149 6.42 7.0 669.1 6 Kitchen 2 0 4 15 228.9 247.9 1,371 1,595 69 56 69 4.72 5.0 506.2 7 WIC 2 0 4 7 278.2 289.2 808 834 41 29 41 4.04 5.0 297.8 8 M.Bedroom 2 0 4 9 247.8 260.8 1.520 1,893 76 66 76 5.02 6.0 388.9 9 Bath #2 2 0 4 20 230.4 254.4 1,768 1,668 89 58 89 5.22 5.0 651.7 N/A Other Rooms - - 16,272 18,138 818 637 818 9-7-18 W Q TRUNK DUCT LISTING ANALYSIS TRUNK# 1 4 90 94.0 16,272 18,138 818 10.38 14.0 764.8 TRUNK# 2 4 94 98.0 16,272 18,138 818 10.42 10 12 12.0 981.1 TRUNK # 3 5 242.527 247.5 7,830 9,034 393 9.26 12.0 500.9 TRUNK# 4 - - 0 0 0 TRUNK # 5 - - 0 0 0 TRUNK# 6 - - 0 0 0 TRUNK # 7 - - 0 0 0 TRUNK # 8 - - 0 0 0 TRUNK # 9 - - 0 0 0 TRUNK# 10 - 0 0 0 TRUNK # 11 - - 0 0 0 TRUNK# 12 - - 0 0 0 TRUNK# 13 - - 0 0 0 TRUNK# 14 - - 0 0 0 TRUNK# 15 7 - - 0 LONGEST RETURN DUCT 50 50 818 9.99 19 19 20.8 326.1 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MCP-3098-M1472 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT AIC) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 8/28/2018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL) CALCULATIONS: Actual Orientation HEATING LOAD: 16,272 Btuh at 17 ° REQ'D BLOWER CFM: 827 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 15,002 Btuh at 96 ° Entering Air DRY Bulb: 75.9 ° Mech. Ventilation : 35 LATENT CLG LOAD: 3,136 Btuh at 96 Entering Air WET Bulb: 61.0 ° Entering Air RH: 52 GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 47.9 FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings!) Air handler model #: Condenser model M =Blower Data Select blower speed in COOLING mode: Blower CFM is between 695 > < 940 for Total (External) Static Pressure between 0.6> <0.8 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is between 17085> Blower CFM is between 284 > < 336 for Temp. rise of 55-65 Blower CFM is between 336 > < 411 for Temp. rise of 45-55 Blower CFM is between 411 > < 529 for Temp. rise of 35-45 AZ/ =Cooling Equipment 5/T Ratio = 0.82 At 96F outside, Total A/C output from At 96F outside, Total A/C output from Leaving Temp = 49.8 ° 18500 btuh 20858 btuh Sensible Capacity is from 13433 btuh Latent Capacity is from 3073 btuh _ i Mechanical Ventilation is 4.2 % of blower cfm. =Heat Pump with Supplemental Heating Coils Data from performace charts btuh at F outside btuh at F outside to 16569 btuh to 4704 btuh TD = 25.2 ° to 20858 btuh is GOOD. to 21765 btuh is MARGINAL. Dry bulb increases by: 0.8 ° Data from load calculation 0 btuh at 72 F outside 16,272 btuh at 17 F outside <22780 9-7-18,,,,,)=� (n W Q� TER Wet bulb increases by: 0.5 ° 20000 —il— Draw Loa I Line an Perform ance Line 15000 10000 5000 0 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MCP-3098-M1472 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 8/28/2018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL) CALCULATIONS: Actual Orientation HEATING LOAD: 16,272 Btuh at 17 REVD BLOWER CFM: 827 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 15,002 Btuh at 96 Entering Air DRY Bulb: 75.9 ° Mech. Ventilation : 35 LATENT CLG LOAD: 3,136 Btuh at 96 ° Entering Air WET Bulb: 61.0 ° Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.70 outsideRH: 48% Natural or Mechanical: Test the infiltration at 50 Pa should result in 797.0 CFM infiltration (5 ACH = 578 CFM) (3 ACH = 347 CFM) Mechanical ventilation is not req 6.885 ACH (to be confirmed by testir Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Operable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 178.9 7.1 20.00 0.0 0.0 0.00 Dining 75.0 3.0 16.67 0.0 0.0 0.00 Kitchen 95.0 3.8 4.17 0.0 0.0 0.00 WIC 60.0 2.4 1.25 0.0 0.0 0.00 M. Bedroom 100.0 4.0 7.50 0.0 0.0 0.00 Bath #2 nBedroom 80.0 3.2 4.17 0.0 0.0 0.00 #2 120.6 4.8 30.53 0.0 0.0 0.00 Bath #1 62.2 2.4 1.25 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 771.7 30.7 85.53 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 534.4 61.1 0.0 Floor Supply of Warm Air/Floor Return 646.4 Private Kitchen 0.0 95.0 0.0 25.0 Floor Supply of Warm Air/Floor Return 66.62 Private Baths 0.0 142.2 0.0 40.0 Floor Supply of Warm Air/Floor Return 113 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 ------ ----- --------- - --- ----- 0.0 ---- 0.0 0.0 0.0 ---------------------- 0 Total 3.0 771.7 0.0 0.0 826 PppROVFO System Ventitlation Efficiency: 9-7-18 \- MOD 1472 170 MPH - VAt (Ultimate) ENSURE C M = 30 PET DINING S PANCAKEIEC A b I ' O 00 I HITCH �M seexoAep-AEgQ* ' nm® a-m u.�ausu 2 a 9aixmirv(pi' � iryaeA�p,�� aiaoAssrna ma -mom t2sltJ GSD:tC1 � —6° 9'-6A HAtDY-BOX 15 AIF / 14-2 NRE 1/2' X 40 1/4* OHOFR HOUSE 30 1 ,2'. X NAIL for HIGH qp I qpwl oo- 1374 -I- P 4 All K6 , ° 410X6. 5 K C E 2 X 8 FLOOR JO STS LaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C x a R 121 301/f X 60 1/'r O 5 15'-4A- W-0A 4 OX6 60' FROM FLOOR PREP & RECEPT. 60' FROM FLOOR PREP & REC21 30 1/2' X 12 1/4' 5 ®v-aamnE.4aae as �a.o�asavv�m=� �nmsw�n ni a� N GREEN 4 \J nplaa�ve/(gm�i �pwsaa� a� aaaau HIGH IMPACT 35 1/2" X 60 1/4" q qp MASTER BED .85 1% 0 TV PREP & RECEPT. 60" HIGH TV PREP & RECEPT. 6T HIGH 30 1/2" X 12 1/4- 24 1/2- X 60 1/4" Vfp —5'-4° 10'-4A— 9-7-18 —V 0X34' REP & RECEPT. HIGH 9 O (W/ MULUONS) JA OBSEN HO ES MCP-3098(M1472)* �C�, a��lae0 (Y14T2) © 01-29-2017 (G'0TH) (HoG4)T) 1! MCP-3098(M1472*) MCP-3098(M 1472* ) ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: C Mean Roof Height: 30 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: C Category/ Subcategory Manufacturer Product Description FL Product Approval , Number(s) 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-117 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-119 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door FI 15326.9-112 B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-R4 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-113 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-113 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R8 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R8 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993.2 - R15 B Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-1110 Fixed Hy-Lite Products, Inc. Acrylic Block Window- 8" BLOCK FL 185.2-1110 2017 CODE VERSION August 20, 2018 .Pass /•Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY Category/ Subcategory Manufacturer Product Description FL Product Approval Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.6-114 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-R3 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category/ ._Manufacturer_ _._ Product Description Approval , ___Subcategory— Number(s) _ — --- - _ _ --- --- D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 (1/21NCH PLYWOOD ROOF SHEATHING REQ'D) E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R5 S. Structural Comp. A Tie-down Engineering Coil Strap Local Approval EoodConnectors Connectors Oliver Technologies Coil Strap Constellation Tech. Connectors Master Craft Eng. Metal Strap Report - A131394 g Truss Plate MiTek Truss connector plates FL 2197 - R6 C Engineered Lumber GP GP -Lam FL 2023.1-R6 Pass / Fail PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS- INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES COWSTItLA EYB:Isi TEC im KbaA,SIfif& Lou rme 900335.7335 Clidnt: HWC'& Msqdjjatds- C.Imitact. Jim Ly,,Dbs ffilborn Wemer Carter &Assort: Irie 1; mail 11.y6tit"gt'Queeltgscom 1627 Sample Deseription-, Sk4p 3 PAi_t#- 1694529 Lot'#, Date'Received: 6/11,1261-3 bft_Reporte 6/2412 In-Svipe Te&t.-Meth6dst Tensile (OMM a) Aubst: Ronold Jaekson Discus&iow Four hurricane straps mEwpliz- --jY-q` xl;�Plx,0;635t�, PIN ed 16,93 the tensile and eld stren gths- The-strapa %vftx_eAi�sted..atjhp_ir,fu.jI .1 Tulips0.1sen LoCap tops , .-cell c #h _pogodad j Results- ruceived to detennine d thidmess usintx x a q due. I W40 3. 'Specimen Width" �'1. (i0 Load,, Ob), 1, r (PW - Vf6i& Loa, Areld Strengtfi (pd) Elonpfiow 1: 1.1,511 U370. 5;378: 116407; 5,12S, 1 11.0;951 I 2LU9 J J57 —folig—IA1 OA-173 4.5 1.149 AIM", 5i0t, .194 ,11; .. 0., 1 '1, Xff. 4 4 1,25Q 0A�051 09,443 1 10 JWA 110#400),miti J, 191001vi". I IP Author: Ronalda_o 6n� �ao bp AI A T-NDT-Levo:11 1k.1 , T- , Pimp 1` of I 1171:02 ildIg ti-7U3. AvcrWitaliom 9-7-18 IHILIUI P7, En Wind Eauivalenc - Vult = MRH = Exposure = 170 30 C mph feet Pult = WL = Vultz Pult = WL = 28900 Pult = WL = 40460 C Pasd = Pult * 0.6 Pasd = 40460 C * 0.6 Pasd = 24276 C Vasd = MRH = 30 feet 9-7-18 � P55 \cARrcR 4Y 1.4 * C 1.4 * C Exposure = D Vasd = sgrt ( Pasd / 1.66 ) Vasd = sgrt ( 24276 C / 1.66 ) Vasd = sgrt ( 14624.0964 C ) Vasd = 120.93 mph Construction - use design of Vasd = 130 mph MRH = 30 feet Exposure = D for the equivalent - Vult = 170 mph MRH = 30 feet Exposure = C Job Truss Truss Type oty Ply Jacobsen Homes 216 64312 M600802 MONO TRUSS 1 1 1 M36117F Job Refere ce (optional Universal Forest Products Inc,, Grand Rapids, MI 49525, Peggy Beckett 7.330 a Feb 17 2012 MiTek Industries, Inc. Wed Jul 18 11:07:37 2012 Page 1 of 1 5.0-8 4.8-8 PPPROVfO ,2,• 1x3 II ^ () 3 0 9-7-18 0 3.2812 N U 3x4 2tnp GJS� 2 P CARTER 9f T1 -" w3 W1 1 3x5 = 1x3 II 4 3x3 = 5-0-8 4-8-8 9-9A Plate Offsets X 1:0-04 0.1-0 2:0-1-15 0-1-5 4:0-1-40-1-0 SPACING: 2-0-0 SPACING: 14 -0 SPACING 2-0-0 CSI DEFL in (loc) Udeff L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.90 Vert(LL) 0.14 1-5 >811 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC OA2 Vert(TL) -0.11 1-5 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB OAS Horz(TL) -0.02 4 n/a n/a BCLL 0.0 ' BCLL 0.0 • Code FBC2010ITP12007 (Matrix) Weight: 23 lb BCDL 7.0 BCDL 10.5 FT=0% LUMBER BRACING TOP CHORD 2x3 SPF No.2 - TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins, except end vericatP. BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 2x3 SPF Stud REACTIONS (lb/size) 1=276/0-3-8 (min. 0-1-8), 4=276/Mechanical Max Harz 1=242(LC 5) Max Uplift1=328(LC 5), 4=-398(LC 5) ' Max Grav1=323(LC 2), 4=323(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=686/850, 2-3=63/14, 3-4=94/207 BOT CHORD 1-5=1048/624, 4-5=1048/624 WEBS 2-5=0/183, 2-4=651/1104 NOTES (8) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.Bpsf; (Alt. Vult=180mph @16in o.c.; TCDL-4.2psf; E-signed ned b Kevin Freeman BCDL=4.2psf); h=35ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & 9 Y MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 concurrent live loads. 3) This truss has been degned for basic load mcho reductions for ids. ations, which nnonconcurclude erentiwith ple R EF1./ 4) This truss has been des gned for a 10.0 psf bottom d live load any other live loath `,,, �r,{yyZ, F , E/�- 5) • This fuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the-; 40 bottom chord and any other members, r •'C N '.,•!9 / 6) Provide truss to bearing 328lb 1 398 Ib 4. ♦ �, S �•�� Y ��� mechanical connection (by others) of plate capable of withstanding uplift atjoint and uplift atjcint V 7) Fixity of members 2- 3, 4 - 3 have been changed. �� • 8) Based on M600801. Updated code to FBC. : �, ; No -. .5.6254 .., • , • r . 1 0 :. •�: r° ,•ORS The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/18/2012 not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee, ®WARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available _ from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe copyright 2012 by: Universal Forest Products, Inc. Job Truss Truss Type Qty Ply Jacobsen Homes 216 64315 M699501 MONO TRUSS 1 1 M42137F Job Reference (optional) Universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett 7.330 a Feb 17 2012 MiTek Industries, Inc. Wed Jul 1812:09:22 2012 Page i of 1 0.6.0 7-3-2 4.1-14 3x4 11 ' 5 3.33 12 2A.6 3x3 4 Opt. Cut -Off 0.1-8 H T7 W6 3x3 3 W3 :2 WI 1 4 B1 3x3 = 8 7 6 2x3 11 3x3 = 3x3 = 7-3-2 4-1-14 11-S 0.6-0 l A � PpPROV '0 ALT. CANTILEVER DETAIL 0 9-7-18 - Z fn W '- 8 REACTIONS " Max Horz8 288(LC 5) O O Max Uplift6=299(LC 7), 8=795(LC 5) �'P PGJy 3-2.0 Cantilever Max Grav6=216(LC 2), 8=580(LC 2) CARTER Plate Offsets X Y : 2:0-0-50-1-8 3:0-1-6 0-1-0 4:0-1-8 0-1-0 6:0-1-8 0-14:0-1-80-1-4 SPACING: 2-0-0 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/de8 Lid PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.58 Vert(LL) 0.11 7-8 >999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.09 7-8 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.38 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 BCLL 0.0 ' Code FBC2010/TP12007 (Matrix) Weight: 31 lb BCDL 7.0 BCDL 1015 FT=0% LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end vertica(P.] BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. WEBS 2x3 SPF Stud REACTIONS (lb/size) 6=323/Mechanical, 2=353/0-3-8 (min. 0-1-8) E-signed by Kevin Freeman Max Horz2=288(LC 5) Max Uplift6=-467(LC 7), 2=459(LC 5) Max Grav6=379(LC 2), 2=416(LC 2) FORCES (lb) -Maximum Compression/Maximum Tension i�v``v"••�••.Q,A ` 0G=ENS+. •. �/ ��. TOP CHORD 1-2=0/1, 2-3=940/1152, 3-4=550/637, 4-5=53/6, 5-6=94/195 ,W. •r �" •.- BOT CHORD 2-8=1396/870, 7-8=-1396/870, 6-7=800/505 .', 00 WEBS 3-8=01121, 3-7=377/615, 4-7=-124/216, 4-6=548/869: Ito„ .56254 NOTES.' " 1) This truss has been checked for uniform roof live load only, except as noted. • y • Vasd=116mph TCDL=2.8psf; BCDL=2.8psf; (Alt. Vult=180mph @16in o.c.; TCDL=4.2p= 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) @241n o.c.; BCDL=4.2psf); h=35ft; Cal. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left exposed ;C-C fc ' members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. - 1 live loads. ��,:. Q-:.�''•� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other . `This the bottom in where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the .•y,{.`L R ��: *'t,• 5) truss has been designed for a live load of 20.0psf on chord all areas h�• `= bottom chord and any other members. of truss to bearing capable of withstanding 467 lb uplift at joint 6 and 459 lb uplift at joint 2. 6) Provide mechanical connection (by others) plate The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/18/2012 not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING -Verify design parameters and READ NOTES UniversaPHONE(616)-3164-6161Forest PFAX (616)-365-0060roducts, Inc. 28GRAND RAPS01 EAST BELT , MI49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1..This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available - from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe ©:opydght 2012 by: Universal Forest Products, Inc.