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HomeMy WebLinkAboutENGINEERING-INSPECTIONS-CERTIFICATIONS\SDI-'3 k ENGINEERING • INSPECTIONS CERTIFICATIONS a TESTING August 28, 2015 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M961 - MCP2194; 26'-8" x 47'-0' ; R-3 HWC Plan#: 2540-0137F To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as.being in compliance with the 2014 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built stricture only. (Note: Any alterations to factory built stricture on site voids state approval) _ - -2.- Items installed at the site are —subject —to, review, approval, —and -inspection by - - -- - - - --- - — - the local 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 HWCC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, MTRNER, CARTER & ASSOCIATES, INC. nLFKILBORM, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOLM MYRTLE AVENUE CLEARWATER, FLORDA 33756 (727) 5044151 FAX: (727) 586 3343 585-2392 / (727) 5874W Riadui� DapEa 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. '+!&OR v.N3.V'w.i O S: GINMAIL - e � AWP i1AWERE M � 5 MIN. mw£ TWISELECULTAWKUMOING a O 'OM UILDIN 'G DOM.: . ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE I. MODULAR BUILDINGS SHALL. BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY NNE MANUFACTJRER HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPR)- BEEN INSPECTED, & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPECTION REQ'ME%NTS. 2 IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR 70 INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS UST DOES NOT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBS04 HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS, WORK. AND/OR MATERIALS THAT MAY BE REO'D ��r @ 1� �f� I� �9?4 )6 a�a I FO O OBTAIN ALL REQUIRED PERMITS. & SCHEDULE & INSURE THAT ANY INSPECTIONS FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT da$ RR j 6'SI � Q2�i ge ��$�6TR Q! l ,P` REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED AND ALL REVIEW. APPROVAL, INSPECTION. RE-iNSPEGnGN FEES AND/oR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. & PROFESSIONAL REGULATIONS. THESE APPROVED FLANS DQJI .QT CONTAIN FOUNDATIONS. FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION 15 CONTAINED WITHIN THIS APPROVED PACKAGE 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR ' TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES, PROCEDURES, AND ON �w °' s WALLS (BY OTHERS). ALL GRASS, VEGETATION. ORGANIC MATTER, UNSTABLE SOIL (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS), OTHER DELETERIOUS MATFAIAL(S). COORDINATION OF ALL.WOW OPERFORMED THE STRUCTURE, fNCL SUBS, a OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. a7 ' ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETG-. SMALL, BE REMOVED FROM THE S. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE - AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. BASE FLOW ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL ETC CRAOING/ML AID LOT PREP. (IN=O!NG DRAT N*GIS • THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED VATHWT TRAM.-MRING ANY'INDUCED LOAD THROUGH IHE BUILDING. 2 IW C=nETC FWNDAWK IDF DOW AND ANCHORING snral& ' FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY 6. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN 3 TEE207E YKAT09HY AND BEDUH$O VAPOR EARNER BELOW SIMCRIRE ' PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHER... NOT JACOBSEN HOMES. 'HIGH VELOCITY HURRICANE ZONES" - DADE AND BROWARD COUNTIES. C RAYPS STARE AND GENERAL ACcrs'S (INCLDONC ALL ACCESSBILM RNS]'MRft 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS. SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH 5. WLDIND ORA1N5. axw-OUTS AND 140OMP TO De Kubmc SMM(U APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNOATION WADS. BUILDING IS INSTALLED IN THE REGION FOR VA404 IT HAS BEEN DESIGNED S. MY PGTTAME sRe OaueaILxPBI) AND/OR M WPPRMON SWI104 S) REDS. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS-VENTILA710N AND MALL BE AND CONSTRUCTED- JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL 7. ELECTRICAL SUMCE (INCLUDING FEEDERS) a ORaS-OVERS Oa WILTI-SEMON UNITS. ' COVERED W/ CCRROSION RESISTANT SIRE MESA. THE LEAST DIMENSION SHALL NOT AOENCY, .ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING B. AL wwwS{m aRYWALL - CON n= PAML FASTSINI tG, TAPE: & MMJW- EXCEED 1/i" IN ANY DIMENSION. COMI.BINED OPENINGS IN THE FOUNDATION WALLS PLANS. AS MALL NOT BE HELD LIABLE. IF A BUILDING IS INSTALLED INTO A 3,18' NAA.S o 8' O.C. MAX. 3/e` sMEwS a 18' o.G Into - UN FI SKED DRYWALL MY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SO. FT. FOR EACH 150 SO. • REGION FOR 041CH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 9. sTTR U;nAL e: AMMM MTiRCVru.ECnO+s SaWETN vWuu:S/=Tom ®FEET OF CRAWLS SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER INSTALLED THE BUILDING, SHALL BEAR SOLE LIABILITY/RESPO, TSIBLITY, to tmT WNG AND ROOFBMG "7- acatmNO OF LNE7AL =wo OR RODE COYf mno. r THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER IS REQ'D BELOW 114E BUILDING. 7, THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY 11. DaMOR WALL FINEST (ODWALLS) AND SOFFIT MAIESIALS (ODW XjP0WH AWASX �ALTERNAIE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE 12 W40M GUARDS, WWOCW PAIOMCTM STORM SRUTTFns (ON-MIE, BY OTIMM). 3, THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REQ'D FOR THE COMPLETION OF ANY ITEM INCLUDED I& Bon Du OF n= wsAAnma/RDT:DM BEARD MAr.TA L (%mL. 1£ w= o" PLAN). SHALL NOT BE LOCATED BROW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS IN THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO BE QtCLUDED AS PART fa. CNoc=m DUr AND cawFxTms (HYAc) - incumG Rmm AIR OLIa15. ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AIR CONDITIONING AND WAIING SYVW (;UM 70 RAWA VI RCY CROAA71M GROUND LEVEL AT THE OUTSIDE BUILDING PMWZTR, OR THAT THE SURFACE WATER B. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECS) FDR iWMALM OTTpENCY RECUIRaMMTS). DISTALEO ON-SrM BY 0n6R5, DOES NOT READILY DRAIN FROM THE BUILDING STE, THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL te. HVAO GSComwer, WAR% BRtwur, MWM RZtEPTAOE, eY0- UNDE"'Z+ -FLOOR SPACE SHALL. AT A MINIMUM. BE AS HIGH AS 714E OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRAC70R TO SUBCONTRACTORS OR OTHERS. t7. Raw coven a AT HANGS AREAS DRY-(K AID Cm+w>RTWH jmwD /Dmm. LTD..). GROUND LEVEL. UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEEiS. 18. GABLE END mAesaSFl wiat KNGED Row snmi 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR 19. HRVV4E CIVA EY STAOM. VfiHIRAVON SYSTEM. FTFE91A4E CIOMEY FRAB O. SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL -LIVE. DEAD, MID/GR ANY OTHERWISE: IA� NOTE.- THE FLOOR AND/OR ROOF DESIGN OF US PLAN IS "LIGHT -FRAME TRUSS -TYPE 20. FMG9 GRAB BARS AND ANY DIM AGSAM FEATURES INAT ARE REGIREo. M. ONLY o4m NOT DETAILED IN TIDE FAcToRY. NwLATm AND RWD AIR BARRIER. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS CONSMUCTIOW AS REFERENCED IN FAC RULE 69A-3.012(6). POSTING OF NOTICE SIGN(S) AS 22 HIGH EFFICACY LAMPS REQUIRED BY FRO R404 ARE INSTALLED ON -SITE, BY OTHERS. & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOAD& REQUIRED BY FAG RULE 69A-3012(6) SHALL BE S17E INSTALLED AND 15 THE RESPONSIBILITY ?Z.'BUILDING ADDRESS' AS RCOWRED BY FSC R319.1 ARE INSTALLED ON-SrtE BY OTHERS B. THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE WILDING OVMER LOCAL APPROVAL IS NOT RECD FOR ITEMS NSTALED AND INSPECTED AT THE FACTORY. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH RODR. ' UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS . ARE NOT USED IN THE CONSTRUCTION OF 1W BUILDING AT THE FACTORY. THEREFORE. PROVIDED FOR ALL FLOOR JOISTS BY THE $ R L C O• `II A MINIMUM 1 1/2' BEARING SHALL, BE FOUNDATION SYSTEM (SIDESTRUC1ALL' @ AL MATING LINE AREAS SMALL PPO IN SUPPORTED). 6. 114E ENTIRE B SHALL FIT TIGHTLY TO 114E SUPPORTING FOUNDATION' INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY MODULAR BUILDINGS STRUCTURES CAN WEIGH SEVERAL TONS. IT IS MREMELY IMPORTANT / SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO E451JRE ERE ANY QUAI.IFIF-0 PERSONNEL SHOULD ATTEMPT TO INSTAL A MODULAR STRUCTURE/BUILDING. THAN ALL PERSONNEL, ON 714E JOB SITE, BE OUAtSFI@ AND PROPERLY/ADEQUATELY TRAItM A TIGHT FIT.AND PROPER BEARING. ALL. WOOD SHIMS SHALL BE FREE OF KNOTS, IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY CHECKS, SPUTS, BREAKS, ANU/OR OTHER IMPERFECTIONS, ALL W000 SHIMS SHALL IN ADDITION TO THE DANGER TO PERSONNEL. IMPROPER INSTALLATION COULD RESULT INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA BE OF TREATED LWBER OR OTHER APPROVED MAT1RIAL(S). IN fiTCTEtNSIVE DAMAGE TO THE BUILDING/STRUCTURE ER NEVATTEMPT INSTALLATION AND/OR OTHER LOCAL, STATE. AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE 7. THE SOL. LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96X IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL IVSURE/REQUIRE THAT. SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. DENSITY -PER -ASTM D-1557. FOOTERS 12' BELOW VIRGIN SQL AND BELLOW FROST-LNE & THE MINIMUM DEPTH OF FOOTINGS BELOW UNOtStMM GROUND SURFACE SHALL BE 12 1. UWAN Row HESIONT (6IPJTI, 30 FLEET MAMMUM ' INCHM (305rmn) & IN ALL CASES THE FOOTINGS SHALL FOREHD BELOW THE FROST-UHE. 2' Flom 1avE ��` � PSF DMWM WOuw wasuWa MR waanNOM A" MAb.04 tPSIn 9. MATERIALS USED IN THE FOUNDATION SYSTEM{ OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AN8/OR REQUIREMENTS (I(QCLUDINO STATE. AND/OR LOCAL). � a. ROOP LINE LOAD, 20 PSF ULT. DESRN WIND PRESS NRL DESIGN HIND PRM . ' p1 a IYESroNVVINA sPFE _ 180 MPH - VWf (Vttknote) A Wltab IND'QaiAN6 IACEORr-1r-e-f.0 -.- -_- __ _ PW-WALL MC LGADS --AINDLE Wnt001V:_ _-_ S'1MGIH DESIGN NNt AREA K 20 fA.R. ALUM STRESS DESIGN Vaed . AQFA < 20NF.R. - 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SONG & GRADE FOR TERMITE INSPECTION (4 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 2 UNLESS OTHERWISE NOT©. 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE WILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL a A IL-0- (I2 INCHES) MINIMUM CLEARANCE SHAL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WADS AND ALL CONDENSATE GRANS. ROOF/GUTTER DOWN SPOUTS, SPRNKLFR SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW GRAINS, G WAIEiR HEATER TAP BRAN (ON -SITE). a TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/51RUCTURE (INCLUDING PORCHES AND OTHER LS<E AREAS), AS WELL AS, ALL DnMOR AREAS THAT ARE LOCATED WITHIN A MDNIHUM OF 1'-0' (12 INCHES) FROM ANT/ALL Da DVOR WADS OF THE FOUNDAION SYSMM AND/OR ANY PORTION OF THE E1UWI NG/STIRUCTURE OR As ALLOWED BY THE F'BC/ATC. & TREATED SOL BELOW IHE STRUCTURE SHALL BE COVERED W134 A MIN. 6 MtL POLY VAPOR BARRIER. TRFATMEFIr SHAD. BE DONE AFTER ALL 0=VAIIOK BACK FIULM & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT 15 INSTALLED SHALL BE RETREA78). 6. HO WOOD. VEGETATION. DEAD R007S. CARDBOARD, PAPER. TRASH, OACANIC MAYEWALS, NOR ANY CLLULOSE CONTAINING MATERIAL SHALL BE BURIED VAT" FIFTEEN FEET OF ANY BURRING/STRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1. 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD NR P.T. LEDGER SHALL BE IN$TAU.SD ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REO'0. affmop. GLA1vNr0,Fp20=0N.- WIND-BORNE DEBRIS PROTECTION IS hM INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS. [R­�����T:T_i, Fv 'S ABC PACKARD ODURT, SAFETY HARBOR, FL 34653 7'27'-726.1138 RIA Category: I 6. WIND TDIPOSDRE CATEGORY, D ZONE 4- 6D.78 PSF _tO4.91 P:F 58.07 PSF -6= F 7. RNT7:6NALL T'REssuRE [O@i70EM= C41 - 0.18 (EndoWd) lam L. M75 PSF -12148 P$ 5BL7 P$ -77M F DEMON WIND PRESSUM FOR COMPOW415 AND TIADDINe tOTFI= PW - WALL CaC LGAVS P8. G VLT. DESIGN FWD PRES. NOLL DESIGN WIND PREB. FITDmOR-swrwa+coal 20 SO.R. S AREA 20 MR. 5 ARIA M o ROOF MC LOAM W OWN DESIGN ALLOW. STIGM DESIGNZO 4. NAt Yaed $2M PSF -1100.6 PSF M48 PSF38 -60F 3 7oNNH 7 = $5.7$ P$-NI0.48 F9F 3547 P$-FAT.GB PSF ZONO S- 9246 PSF -12D.85 PSF 55.48 P$ -7231 F PLAN -E ': & ': AGENCY pRov THIS 1DRA"3G PACKAGE CoMME5 VM TfiE FLOWA MIANUFACrURED BUILDING ACT OF 1979 AND ADHEMES TO 914E POLLOVANG CR[ERIR COMPLIES W/ 2014 FLORIDA CIS. COD$ CONSMUCDONt TYPE V-B OC3 WANLY R-3 TOTAL NUMBER OF STORIM: 1 180 MPH Alm VELOCTLY Vult (Lnum to) FIRE RATING OF WERIOR. WALLS 0 ALLOWABLE "MDR LOAD 40 PSF ALLOWABLE ROOF LOAD 20 PSF SEIISMIC LOAD 0 JACOBSEN MANUFACTURER HOMES )HIGH VELOCHY NO. 14MMMAM ZONE FLAN NO MCP-2194 (M961 *) DHESE PLANS COMPLY WITH RULE ISIZ20-3 FOR PRODUCP APPROVAL OR WITH $TAU OF MORTDA STATWM W3.842 RAISED SEAT. (OR ELECTROiLMUY SEALED) SU OF BURDWG KAM ART: ON FILE IN THE nHTRD PARTY LLSITNG AGMCY S OFFIDB ITS D►R=13) BY FLOPMA-DBPIC - THE MMI)FACLUREB'S DATA SHEET AND TTHB STAW (PORT INSIGNIA, W4114 BE PERM AMEMTLY MOITNTEiD TO OR MOW THE ELECTRICAL PANEL (COVE$). XONS S.. M78 P$ -04.2t PSF U47 P$ -0253 PSF M c WALL WC LOADS _ yell p5 55.78 PSF -?7792 PSF 3347 P$ -13&I6 P$ UIORW OtASS ODOR 10 30'R. S 5 AREA R ROOF OVEiMN=OM 4444 YOlN 4 n IAAFAOU 9?.4B PSF -IOU PSF 4650.R. 6s.48 P$ -00.38 P$ _ PEP PSF 1� .NONE s ® 9248 PSI -t7D5S PSF 59.18 P$ -7291 P$ a°4 91 ZOM d = �02 `2 PSF -1P$ b r 1IRR� t� IM=n wALL EAt TOAD: ew- WALL CAe LOAM W&W$tvm FRINCN DOGI NOOUBLO SG MR. 5 AREA SP SLLFT. K AQUA T627' S. PAYRTLR AYE. Lam A o 00.78 FSF -I" PSF 58.07 PSF -62B5 P$ ZONE 4 = 06.65 PSF -94.7% PW SILO PSF-56.87 PSF CLEARWA'TER. FL 3375P 2DN! 4. BB.3T3 P$-92:L40 PSF PSF -77.69 P 3II.07 S9 t YONF e. 7 � .55 PSI-104.23 PSF 5198 PSF-6A54 P$ [i171 584-8iFs1 LTA», STAGE OF FLOR@Ai. /w ' eVamNa, 2014 RIC 2014 RC la A DADR a:, 2011 Kq9C wuMLlua 2014 SRC 2014 FRIC INOWC COVER SHEET & NOTES 1' " FLOOR PLAN LAYOUT 2 FLOOR PLAN OPTIONS NOT USED ELECTRICAL CALC'S & NOTES 4 w ELECTRICAL LAYOUT 5• EXTERIOR ELEVATIONS 6' 'EXTERIOR ELEVATIONS 7 PLUMBING NOTES & DETAILS 8 POTABLE WATER SYSTEM DETAILS R HVAC SYSTEM LAYOUT 10 SHEARWALL & SET-UP DETAILS 1'1 SHEARWALL CALCULATIONS 12 FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 TYPICAL CROSS-SECTION (OFF -FRAME) 15 EXTERIOR GLAZING PROTECTION 16 JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA.ENERGY CALC'S & HVAC CALLS TRUSS DETAIL(S) . . - 1� -.LJ4-L `br .RUA, REMVW FOR 415TMG AGM&Y'APPROVAL ST5% REMELT OF THE PLANS AND SEGRCATTONS C'OHTADIED IITIIN THIS DRAVNMG PACKAfF M"IES COMPLIANCE IHTHI THE OWES RO'ERENCED HERE N. CONS"URUCIRON %ACE'S FIGIdIR16,! PER R8a1.2.1.1-MH0ID 2 _8_28=1-5 V) Michael.u' G Etta f" Torniea 'L o Digitalty signed byy�A'chsellG Tomko F+ P5y DN:CN=MkJIa omKOC=US c'4RTER Date: 2015.08.27 09:56:04-04L00' B CiIRD{NCS BEAR V dl. F'SDBPR G FITLY PURTIiER REAIIE VIEWJ BMY W. GAME iTffDROIi� Af�S ITC P@AMYIISSS= ST D2 FLVNA OVAR714W OF RUSP4=S & PROFESSIONAL REWUT�B (0" AT7ESI8 THAT THE PLANS HAVE SIM REVEIVED AND THE BULGING HAS SEEN BISPUMD BY STATE APPROVED THIRD PARTY AGENCY AND FWM COMPLIANT WITH THE FLORIDA BURDING CEDE. tPmVs r/ leis FTMO-A NTs C✓>OC Data 8-28-1 5 Phn N02540-01 37F(M ) jju6 ,�. M MW A H%W WWWO.. THIS SMUOIURe NO NOT [ION DESIGNED OR APPROVED FOR PLAGFSW IN HIGH VELOCITY HURRICANE ZONES QAMZ). Q.E.. DAOP COUNTY OR 6ROWARD COUNTY), Ap�T ved By $00Tr S. 41/3L(°d('o(5 THIS SMUaUb1E LIAS BEEN DESIGNED FOR EUCt014 OR THIS auGSIHG IS SUBJE01 TO REVIEW AND APPROVAL OF THE F'RE NSPECM CN-91E, FOR RIS11ALIATTON ON A SITE BULLY PER MANIE T FOUNDATICIM AND COMPLIANCE MIN AS 533 FIRE SAFETY CODE.TS NOT DESI Nw TO BE PROVED ONCE SO LRECTW OR IINSSLULED. JACOBSEN HOMES COMES THAT TWS MANUFACWRED BUILDING HAS BEE)I T)CLUDED FACK l A4lP>FI�OXEi TE SQUAM FOOTAGE OF 111111LNG: 7HE RECUUMON OF THE UNITED STATES WART OF HOUSING & URBAN DEYp.6PMQIT OJD> ..2 860 501T. UVING AM Moutja=<r BLar�1 ifig Plans Som I()T 21ALA ELVWIY AM6 M, eGDF A oGSIMN, <N aline N9q tl0.STli t+� z S.B DRAWN- a MtmDE CHECKED.' H.Y./NT. License No. SA P-42 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DAiEt eI4I2105 SUM$ 3/16' - t%-w DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE. COPYING, DISCLOSURE._OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS SHOT. ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THiS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE. PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. LI COPYRIGHT 2015 WECT E,Fe sa D 0M. 160 MPH MODEL: 1aoD-951 JACOBSEN ROUES. SUM HARDA FLD=k ALL OGNTS RISSSUM. IEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT A C,T FLC Hnn RFCprAt-=F nR I IAPJF FMR TMF FNMnAMnN 11FtlrN TNR CIWRIMI Irmilm Awn Im rnmccnl KNnAI OFRFMAAMrF nR TW MIOFRCTi 11MIRFC C7RIIPTIMAt THE BUILDING PLANS SHAD. CVCTFUC RO ATIMF_ Tut•RFTn CEPVWW Zj 2ms L ALL ExtMM LDS SHALL HE R!S'TMJM WIM A LISM WEATHER IA W AND/W W£A1N!•R FE=ANT CR s) - W tl04NG N.P. DCT REC£PTAMEa R UfMT FG[RFt7ES. 2. ALL RECEPTACLES POTNLED 0.4 TfE OfTMW OF 1HE DWELLING UNIT SNAU. BE USIED FTLR SUCH USE AND SHALL BE L.AMM '41l;''(VEATHER NESSTANT). ------ ••R3D ROOF INSULATION•` .•R.19 WALL IN6UtATION•- ••R-22'FLOOR I1UR7ATiON•- SOLID FUEL SURrVING FIRE AC= LYH6Y MISTALLED, FIREPLACE 5HAU. COMPLY LYRE U4t27 sl _ IBIENATUAR - TNRI _ tcuu 0 ixo)= - l>FSa1R. PAR: - IDa E Im'msu) AtLA R011F 11EELCK046 13g a ea �) SPEC. ROOF DECKING E � x � tsars 7.70 0 FASTENING (SEE OX-) � ; 1n x � LteA 70" a (ALA,. ROOF SECTIONS) to x 40 elm L12 tm y in i ea 14tM SO •.1.74 is x OS tt[arl sat •• i 17 a 1. 33 7< 2ata 7.7C4 •. " 24 x 40 9A4 4: - 2" 4 x 04 12w 0 a u x e0 14A30 Z' m x 27 a-M ss t. .qp x d 2.n47 s.44 r M x aD IAA= 344 M x eA 15= em ^� 34 x u UM 7.M ."0 C ]n x to 4= 7.7m $� 30 x 40 aim n71 33 x so 14.470 tOA1 ;a a 0 4A14 as" Mai ■ 72 i 1s . 11 DOOR AWA uaR tart al�L ouFW 1 t l ss x r 21.ea0 4751 0 eds e� e : 02 nag a7 O IT 72 x JD 40 32s4 tt0i Its x m 61;1i2 feat 1A.a! s� M @1 C �IJg eFt� it x�n 3L °:1 C$ aT Si WW y4 a jar gill I!Ilu 0 0 8 ems MINIMUM FLUOR SYSTEM REQUIRED c i2xic MINIMUM FLOOR SYSTEM REQUIRED •** ALL I-BFAM (CHASSIS) LOCATIONS SHALL HAVE PIERS 2 ° PERINIETER AND MATING UINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS_ FOUNDATION Lu ° PERIMETER ARM MATING LiNE PIERS ARE REQUIRED. Lu ° a ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS (MDT JACOBSEN). ° ° ALL SHEAR WALLS SHALL HAVE A PiER INSTALI CIL AT SOTHI THE 5HOEWALL ANDD THE MATING UNE AREAS. FOUNDATION PER FBC AND SCD. ENGINEERING PRACTICES. 801M THE SIDEWALL AND THE MATING LINE AREAS, AS WELL AS AT THE END OF EACH SHEAR SEGMENT. � A5 WELL AS AT THE END OF EACH �sI$EAR SEGMENT. nett AIL tA77f trLatiAOap tram rAart tlatrt Mar Last / NP e Fr) � kJ <�lT) 001) i�is) uFOPO ROOM t72 1S7e nu aa0 1= PASS Do= am a 0.0 NJ4 34 A03 PA3s aPL 2m dl to to" taw aft142 PASS ffi== a 94 7A2 t7m an w PASS ANY ATTA CHMENTS TO THIS STRUCTURE SHALL DE COMPLETELY SELF SUPPOHTING AND SHALL NOT TRANSFER ANDIDR INDUCE -LDADS_AIYD(OR OTHER -FORCES -ONTO -THIS- BUILDIN&STRUCTURE. CZ OEMB AND RAMS = CMEMO HAL AID PAa7iSETARY UNOR 18 W =R= OF M ORAZI4 PAOWC Imm - PAM mm sm = bate W OR W En= MR OIMP Cm+.) ® 12 tier DIM f mmm aw.) - AR HAIL= IAOAR01 ow.) 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J �y 0 0 mvi5om 1A1 SY IDATti m DRAWN: C YYrB� DATE: elyaPas SZALE 3Pr - 1'-0• SHEEN 2 4f 16 DW51 1f0 iPit TilLODEL: YQD-001 OOISDDRGL ADD/Dt PI MM kTRWL11 A MY UVRO a M = 03.1M4 ! . Op OO'Oo1114Y 0r tiitt PAc O Ot r CF SfE IXrW71s L9NfiDF11'nPLrX 2 sIIOC.tLY AtUROM OT 4A OM= HALL AD MAY S WASM N= NA71 MA AFC 00PVRX ff •.'�) ama . &== W= Sf = Ra✓IM ROM% AL ltl M RIMM i• !�+ S w C F. BUILDING 9ZE: 860 Sq. FL 1 1. MINIMUM NUMBER OF GENEZi AI. U%=G / M61AL USE GRCUiTS RMMM 2 MINIMUM (54 FL x 3 VA / 120 VOLTS / 15 AMPERES - UK NUM, OF CENEIRAL LMM / USE COiCUiTS FWD) 2 GENERAL LGI1T01C AND GEIOU L USE RECEPTACLES AT 3 VOLT-AMPM PER Blla.O7NC SQUARE FIDE 2• WO(AL U(81DN0 / GB48M UM- B60 x 3 VA 2560 VA TOTAL VOLT-AMPERES: 25W VA 3. MAU. APPLIANCE AND LAUNDRY LOAD AT I= VOLT-AMPERES PER 20 AMPERE CIRCUIT: SNAG. AP U3ANCE LOAD: 3 x 7.500D0 VA - 4500 VA 3. LAUNDRY LOAD= 1 x t,SW.00 YA - 7xG0 VA TOTAL VOLT-AiI a GOOD VA 4, NAMEPLATE RATING OF ALL FM APPLUAHCES (IN VOLT-AMPERES}- CLOM GR'IER. - ST00 VA RANGE: 9E00 VA ' COOK T0.=: - 0 VA WALL OV'N: = 0 VA MiCROWAYE OVEN: - 2400 VA - DISHWASHER: 190 VA ' GARBAGE DISPGSAL• = 1080 VA 4. WATER HEATER: - 0 VA TANK LESS - WOO VA OTHER - 0 VA 01 - a VA 01 = 0 VA TOTAL W-T-AUPFRES: = 2M VA 5. NAMEPLATE RATING OF MOTOR AND (DW-POVER-FACTOR LOAN (IN AMPEHESY ,RANGE HDWS); 1 z 1.1 AMIU S 1.1 AMPERES 5. ETGEMUST FAN(Sk 3 x 0.7 AUPE5F5 21 AMPERES CEILING FANft 4 x i AMPERES - 4 ARfPM FURNACE BLO E R (GAS / 01� 0 x 8 AMPERES - a AMPERES 6. TOTAL AIDS: = = AMPERES MULTIPLY x 12100 VOLTS 7• TOTAL VOLT-AUPEREER - Sfi4 VA G.. TOTAL HEATING AND. AIR-CONDMONNG LOAD.. . (USE THE LARGEST OF THE FOLLOWING sx saeNON6 - (A) THRU (F) - IN VOLT-AUPriZES): 9. A. 100% OF THE NAMEPLATE RATNC(S) . OF THE AIR-CONDITIONNG AM / OR OOOUNO (VOLT-AMPFAES)• 1 x 14400 x 1001 - 14400 VA IAROEST B. 100% OF THE NAMEPLATE RAT WS) 10. OF THE HEATING W % A HEAT PUMP IS USED xTDtcuT ANY SUPPIFAMENTAL ELECTRIC HEATDIG (VOLT -AMPS 1 x 120W x 100% - 12000 VA C. 10OX OF THE NAMEPLATE RATING(S) OF ELECTRICAL THERMAL STORAGE AHD 11. OTHER HEATING SYSTEMS WHERE 111£ ' USUAL LOAD IS EXPECTED TO BE . CONTINUOUS - AT THE FULL NAMEPLATE 12. VALUE SYS1EXIS QUALIFYING LAMER TERN SECTWN SHALL NOT BE CALCULATED UNDER ANY OTHPR SEI IN 220.6i(c) - NOS-AMFMtW 0 x a x f00x = 0 VA D. IOOS OF THE NAMEPLATE RATNG(S) 13. OF THE HEAT PUMP COMPRESSOR AND 65% OF THE SUPPLEMENTAL ELECTRIC 14. WATNG SYSMIS. IF THE HEAT PUMP HEAT PUMP COMPRESSOR IS PREVENTED FROM 0 z a x 100% CPERA11NO AT THE SAME 11ME AS THE SUPPLEMENTAL HEAT, IT DOES NOT NEW SUPPLfliFNTAt ELECTMO 1F'A1RLG S15IDM 15. TO BE ADDED TO THE SUPPLEMENTARY 0 x 0 x I= = 0 VA 16 FOR iNE TOTAL CENTRAL SPACE ::HEAT TNG LOAD (VOLT-AMPUft TOTAL LOW (61)} . 1) VA E. 657. OF THE NAMEPLATE RATINGS) 17. OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED UNITS (VOLT-AMPEruSS)• O x a z 6.5% = 0 VA f$. F. 40% OF THE NAMEPLATE RATING(S) 19. OF ELECTRIC SPACE HEATING IF FOUR OR MO2E SEPARATELY CONTROLED - 1R875 (VOLT-AMPERES)• 0 x 0 x 40% - 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL 20. OF W HEATING M AIR-CONDIDONING LOAD: - 144W VA 7. TOTAL CALCULATED LOAD (LOADS AS CALOUTED IN 2 THR U 5 ABOVE); TOTAL GENERAL LIGHTING / USE CIRCUITS (2): - Z550 VA 21. TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3): - 6010 VA TOTAL HAMD'IAIE RATUIC OF ALL I M APPUANt1:$(4)I - 20660 VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS (5k - 864 VA 22. TOTAL MOLT-AMFi>TES (COMBMED 70TAU 2-5 ABOVE): - 32304 VA $ TOTAL COMBINE LOAD (FR021 7 Aw&E . - 35304 VA FIRST IOKVA AT IBM' - IOla6 VA SUBTRACT IM FIRST IOAVA PROM TOTAL COMBINED LOAD: = 293D4 VA 23. 9. FIRST IXRVA AT 1DOR - IOOGO VA (PROM 8 ABOVE) 2%Qy4 VA - REMAINDER AT 40A 11721.5 VA SUBTOTAL V BOTH LOAD OOMEUNADONS = 21721.6 VA 10. TOTAL COI INID LOAD (FROM 9 ABOVE): - 21721.6 VA TOTAL HEATING AND AC LOADS (5) - LARGEST OF (A) LICIT ft = 14400 VA SUBTOTAL' - 36121.6 VA SUBTOTAL DDDDD BY - VOLTS: / 24Q.W WILTS Ma _ MIIMUM CALCRATED AMPERES REQUIRED' a t5o.51 I E{ECTRO SERVICE PANEL A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). .ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: CODE_(NECI ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES OF THE BUILDING / STRUCTURE. (FIXTURES) OR LAMP HOLDERS SHALL"NOT BE PERMITTED. `vim,•` WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE " ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. INSTALLED AS FOLLOWS: THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON: =GLING. BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT PROVIDED THERE IS A MINIMUMCLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING POINT OF A STORAGE SPACE. LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON N , AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE" +}p ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE. HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON TH PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEARRE A HVAC. SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION POINT OF A STORAGE SPACE. THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE. CEILING, CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE POINT OF A STORAGE SPACE. CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, 2& BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FlXTURHS), CHAIN -CABLE -,OR CORD -SUSPENDED -LUMINAIRES (FIXTURES) BY OTHERS. U HTiNG TRACK, PENDANTS. OR CEILING -SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY CALCULATIONS CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CAL AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. INS 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 AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED OTHERS LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN 26. FAN /LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. ACCORDANCE WITH THAT LISTING, 27. THE MAIN ELECTRICAL SERVICE PANEL -IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ISOLATED NEUTRAL/GROUND (4 WERE SYSTEM) FROM THE FACTORY. IT IS i'HE RESPONSIBILTY OF THE LICENSED. ELECTRICAL CONTRACTOR ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE TO PROVIDE THE BONDING BETWEEN THE NEUTRALAND THE GROUND IF REQUIRED. WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 28• ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN WHEN THE MAIN ELECTRICAL SERVICE PANEL- IS -NOT INSTALLED / INSPECTED AT THE FACTORY, OPERATIONAL CARBON MONOXIDE- (CO) -ALARM INSTAUED WITHIN 10 FT. -OF EACH ROOM USED FOR SLEEPING PURPOSES. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, 29• REFER TO ADDITIONAL NOTES ON SHEET 4-OF 19. SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL -AUTHORITY HAVING JURISDICTION. PRiOR TO ENERGIZING THE ELECTRICAL SYSTEM. THE INTERRUPTING RATING OF THE MAiN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE_ (NEC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS): ALL'120-VOLT, BNGM PHASE, 15- AND ?A- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS N ALL BEDROOMS LIVING ROOMS. DENS, FAMILY ROOMS CLOSETS, HALLS: DINING ROOMS, & SIMILAR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, COMBN rX N TYPE' IJSTAUED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL 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. CEIUNG FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 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 WITH APPLICABLE SECTIONS OF THE NATIONS ELECTRICAL CODE (NEC). THE DISHWASHER. AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS. LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL 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. GFCf PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. FOR A ONE -FAMILY DWEELLiNG AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN B 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH 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. iN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 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. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200AMERE MX=C SENMICS CALgRATiONS PER NATIONAL ELECITTICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT NOTE: PER THE 2014 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. 200 AMP MAN PANEL 120/240 VOLT 94.1E PHASE 60 HERTZ 4 OF 16 De Rvm 6 s® M®a¢Oxtm vwJN1t NY A 40NA®. awe Karmay, eeaaGL - rsa<rTm Ir Lan+. s�aOL J�wmv m wo Alm weemaw AJL=tEs Dx 9Q Sm mm 1114 tr m �lCR0Y LS1K,xE PAi0.4d(iEAIaA DWAIIM tSONa-t A� SO= ..._ _ PER 1 OR 2 ADDITIONAL I VOI G(OUND (I�iOWUM) INSTALLED I' CONDUIT OROAL PER NADONA PK`TRIC CODE MAY BE ORDERED GROUND WIRE 15 ON -SITE BY 01 AND INSTALLED RETi:R TO NOTES 1. 16, do 16 ON SHM. FOR FUTURE USE 2 wLx txauEteL RIM METAL OR I= NON(DWG) (AWG) -lG CER - PER REC 31 ISM(6) 2/0 200 AM MACIMCAL ER bO . VC 9DMf£ PNEJ. um 9EAm SIZE WY M� N76Jl9ED FRaHM NMT = IE7L i tSaJIGUt sa 6 xxALAti71. 11E +Ne L>TES tCxNMW10 Nm LZI1iW10E d&SI 91NL eE Md3lSD m aE aR�cr sa = A W IRE wtd$Ii InifUT 6 M kTRSf AZ IS S O MS L VCI SRC. D PP" Alm VIa 6 Loc.T A DI m 141 A,D APPROVAL BY ve LOCAL ADIHawtt NAYAW dx� ARZQ RESERVED FOR USiIMO AGENU APPXNAL STAMPS-ppPROVFO 1W I&N m�oxwwr, ° o 8-28-15 NO a Ln s«.. mrm* WWI Ld �'�'�r�a wrnU omnwir mra sna.,wmN� CA C4RTER V' m � max, bE NO<DA mean ,min. COUPLES W/ 2014 FLOICDA RCS, COME 9 I ZtoZO aOUMiY xOAa 18. MIRE A GOMM, IN _ .44,2c 0 bRipflith C MYRICE CF4E�LI�: M.7 /N.T, DATE: 6J4/21Ds STFTELT: Aft 1 WIC: 6xPawre D DTA(ST ISO MPH 0100m. MOO-561 THEE DETAILS AND PLANS. ARE CMEE MA. AND PROPROARY MATERIALS THE COI OF Tft DRASWC PACAGE OONTAW CONFN&t10AL. AND/OR Pm%LM•SA wMwATIDIR. ANY UNNAITiMES) USE, COPIUNG. DISCLOSURE OR 059MaBUTION OF THIS PACKAGE, OR ANY OF THE 01 WNrA9f£0 1NMMX 15 SI MOI PROHIBITED BY JACOBSEN MOM AM ktY CwmaiIT tii-'7 2015 . JACOBSEN H m= SA ETU' HAREM. R003X ALL MOM R ES LVE% ELECMCAL SYMBOLS LEGEND smaa i®CCH.PA"a., ",ai m I ® I@ t : KL APPAL= ID I > t:v :m Tim aaa iCCLw tam a (FL �lawasrm arc memo m s 1vs1L lRatNMY ID g &>RiMMt/ 6aa OipA a# NOW ' " �q ILL F160 � OCD� T 4C YCICwt2 A 1 9Rm ommm-im fpw ID r, teI oIDworr mOttltm mmka ulwo IF 00IM14 FtLvm-I=F"T N-15 !¢� Aaaa[t/w r 9Rstit "4 ', A,-,, av 7 6SAHL - me FACT K- to ' OMO /31�d110Q77IM ®al NINE O:t6 RRw-Ou4 a MIZIL PMia'.JC RT K -MFA-t0 ' �A' �� -A 9 Gmz&vas-mmw K-ts am twamm W� GWMT WALL'utm ttmtm xlwuam Lmm ( )om O 20=@ atl m a�mtm-amrwru® F aA ALL DMaOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR tWATHER RESISTANT-COVE3R(S) — INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'WR' (WEATHER RESISTANT). 7 7 7 _ I I I I !I I `i x all. 7• T / T 1FETAIL 'A• cam -®ELM �� R ALQ ELECTRICAL CIRCUIT SCHEDULE ammo I rassr'— I _; 1 -� 1 —0 In ( vwmn9 mswo m us :t man°m-opwwrmm tl VJ 'IaM SM WrAI t b 04 p C93ERM - MAM W IM tT mamm wo t gm IM - 0 t" sF Fun°m - mu mw ago H am (mo - 0:" am- ID 04 M tax MAW OCiAmld'Q03 t 1rmH® - Crau Wr L 0 at 75-2 as Cm1wQ - MW w:r Ulm w ' 11srO tmwo0 a Q-a a teenm - atA:ar trc°em a apt m n e v-dOt r:rtsm • NL ttalNltoO®. 10 1M-7 A CHSRwO-aCvigfuO) w LmomV=m rw1wD ID eaa S 1 mtm-eaw 1w/Mm aQ 1J vo *wmm mw0 m ( ta-a s1 Itz�®- alcsz tm ® SOME REARS SHOWN MAY BE OPMONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. ALL IV, PROM AIM PAN PREPS ME CPICML. J i$UTAe■�AkL tODU6o AFN6.RAlUALaFA SOFII tBIlIIL Mawmm MatWomm KIO AMOw AL a9a�m�^.7sott rA Ifm°tW - UMMMMRW319000FM 1! 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ON EACH ADOnTMIAL SICRY W ME ONELLINQ OMM BASEMENTS BUT NOT O CLLDEHO CRAWL SPACES AND THE MOM= 9=2 ALARMS SHALL REMW THO R PRWARY POWER FROM -THE SUODBK: TARING VM SUCH 1lMG ONE DOM WERRUPIED. SHALL B Ti£ ADJACENT LEVEM AA S19*(E ALARM AILED ON THE UPPER LEUii_ WALL SU N UMSE RS=RiD ABATIFSH IMMO PERMANIEtiT Y1F t= AA MSCP &4XM WG OTHER 7HA AAWMa LVM LEVEL PROMCM THAT THE LOWER LEVEL M LESS THAN OM FULL STORY BELOW I•E UPPER LEVEL FOR OVER CLUatENT PROTECRTAH. TOTAL NUMBER OF CIRCUITS USED TOTAL NUMBER OF STD. BREAKER SLOTS USED. OW Lva MM MALL GR PlM BMX WAMO ..• REQUIRE) EXTERIOR DEVICE LISTINGS: x 1j I9®MIATUWE. TA:RL lOt&d 1O91fQ REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 1. F0.i A OK-FAM.Y DMl M AM EACH UW W A 7VD-FAIRY OlE = THAT IS AT W= {RELIT. AT 1EA3T M MMIACM OOTIET ALA AT UVM WEL APO MOT M= WAN O 1A4 FIST A00W WIFE SKML. M SWAM CN THE FR04T AMIRE 9/9JC CP TILE OW LLM IF 7MS tNT IS 70 BE METALLED N AN ELEVATED CX OWN. MY REp SM ETTL' GR OU M GAT UtACZ LEVSJ SHALL BE DWAL M C 44M IY OT M 1. A LICENSED EIECRRICAL cwmAC70R (LRflRSED / HAD 9N T$ SLATE OF saw) � 0. UGHiNG WETS REQUIRED: AT MAST ONE WALL SWTCi-CCffM=W LKii7RHG OUTLET' iS CMM FANS SHALL BE 0WALIPD SO THAT THE i OTTMI OF THIN BLAM 70 T� FiliMM SHALL MACE ALL REOURED @L-�97E EIECIRICAL CANNECT0P1$. ALL OF T$ SSE SHALL BE KWALLED BI EVERY HIA&TASLE ROOM AM MHR001L RODE LEV0. WSLTE BO RICHES : INBUL CMM FANS HAVE S M OiCLL ffl tN TEE EEC CO OMMIS ARE SLNM M LOCAL INSPECTION AND APPROVAL 7. ALL RUCFATACLE OUTLETS LOCAIED UM W FEET W A.SNK CTR BASIN SI ML BE MEPPED WM LDM e.-Im IN EVMY RML THMEFOME THEY Gt EIE IWALLED I/1ROOT ANY PLAN FOPPRWYAL a QAM B -LL tSWdM P SM NtAZ ts- AM ID- AWM 040 M QAC==*LSD 00= A AL 90MM WO PROIEGIM FOR PERSMOML ALL IEWTACE CUTLETS SRIOMO CMM MW% LOCA= 14, swrcHM F EcEprM B. AM / CxR aM FWrO MHS MAY BE :1EL RATED FROM RE AREA FLMDMR RC • U00 ROOM WM MAY RMA CIASI:T$ 1M M Ltta MOM ! BSCAR NIFAS STALL M PR RXRV BY N W WTCHM SHALL HE EOUPPED 1A7H CSC PROTECTION FOR PERSCHREL. - THESE APPWM PLANS / DETAILS OUE TO OQ'ISLRAICT M RFSIRAKM AL LOCATIGB.S SHALL M ARO-PMLT ORAL MQ7aMP¢R COYwMAra x m Rau=10 PAWAX PWMCINX W Wt me= == . 6 ALL RECEPTACE LINTELS S'LSTALEI ON 7E DaERI R OF 711E BU DNG SEAL BE EQUIPPED CoMMY UM APPLICABLE SEC7tCHS OF LEE airct_ a ALL SMcwE ALARMS SHALL. RE KMWM#W= SD THAT THE ACDVAI M OF ANY NE ALARM ARM A RECAP PROOF (11P) 06MCSUCSE (074n DR aREM W OF W90H IS M0T'_FFE= iB. FUR 'CU-FRASE' MmULNR RAM THE MAN EIFATTOCA. PANE. SHALL ALSO BE SOM 10 THE FIIL CAUSE SIOI.TAFIEDUS ACTVAIQM OF ALL 67 MFR 91= ALARIM ALL. SMCM ALARMS 1*1EN AN ATTAC WENT PLLMG IS I1HS2 M OR ROJOVED FROM THE RECEPTACLE OLFTLEL CHASM CF Tiff SEMCM ON 160CH MT 6S 2WAUED. A BONDW 'JLMPFR" SHALL ALSO BE MALL BE EOUPFED WIM A BAT76RY 13AOC-W FFAAiM W CASE, OF PABIAW POM ra= 9. GFC1 P ROTECIOM MAY BE PW4= BY 07M A BREAKER OR A 40FO RECEPTACLE. OMMI D 9ErMMj AL CHASM SECTIONS FOR THE ENTIRE- WT OR UMS'00NNEGIM ALL AO / OR NTERMPIO L ALL 9MO M ALARM ARE EWM WM A 'MUST' IiMM tO. N ALL BUILDINGS, AT LEAST ONE RECEPTACLE MW SHALL. BE tHWALED IN BATBROOMS REmM OOIOWC/MWID OIOECUM SULL BE MADE 9Y A C1TFim (UO am) FIECRCCAL 4, SMOM ALARMS AND CA REAM MONO)E ALARMS MAY BE WALL. OR C `ILNG MO MED WM 35 XNES (3 FELT) OF THE WTSME EDM CF EACH BASK TX RECEPTACLE WLET CONTRACTOR MM-SLL BY oMM AND ARE M &ECT W IIM=M BY TE LOWL JIMCS = QM AMMMAKE %PH 1HM R SHALL BE LOWED OM A WALL OR PARUM THAT IS AWACEff 10 THE BASd CAR THE IL TIE WA E1ECTMA. SERVICE PNIEL IS WaiED UM=c AN e,auDLD IEDMALA RM- 0 WIE S ANY ADWRA OF A FOM-FUEL-BURNNG NEATER OR APPUANCF- OR AN AI TA0iM BASK COUNTERTOP. SySI MI FROM SEE FACTORY. R IS THE RFSPQ4SEMY CF TM LENSED EIECtRICAL C QWACTOF GARAGE Rl:±OUIRES THE RMALLATON OF AN CPF MONAL. CARBON MCNO)CDE ALAW 11. DoWA30 AND GARBAGE DISPOSAL MAY BE NGULLFD ON CHE M Zd AMPERE OE-z) C(P =- TO PROMDE TE BMNG 6ER4EEM IRE NEUTRAL R D MM IF FfOBRED. IMIBN 10 FEET OF ANY ROW USED FOR SLEEPING PURPOSES (SY OTHEW. 1a FAIN / UCHT CCTMAUM SHALL. BE_WALLID ti9Rt_SPARAiE SWICHE54- _ -- - -__ 17. -sow .REws-SHOW-MAY_LE OP71ONA1 SRIEW T-INSTALAION.MF-SH1E_- 1. ALL CCMMOR DEMOS SHALL BE RMALLED W1iH A LMED VlrATHER PROOF AM/Oft VEATHE'R REM TANT COVER(S) - MCI:OLG ALL EXT. RECEPTACLES & LIGHT RMIR . 2 ALL RECEPTACLES INSTAL I G^ ON THE EXTERIOR OF 1HE DYd] UW UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'W (WATHER RESWANTj HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE REM"M3E SHALL BE DWALLED WM 45P OF IM HVAC lSLRMPHENT (LEafb T9a RIUMM RECEPTACLE SHALL RE DWALEO OH-= BY OTHERS (8Y A CER7PikD E ECMCAL CONTRACTOR). SL HVAC STALL BE PROWED WM REAMY ACCSME DMONNEMS AOJACM M TIE EOUFMW THAT IS SEND SERVED, A LW MICA WISH A MARKED 'Wr PGSMTOM THAT IS PART OF ALE HVAC EMPMENT AND DISCCMECTS ALL OF THE UNGRUMED CMCUCMRS SHALL BE PERMnM 70 SERVE AS TIE MSLOPMCTMG MEANS, WOW OTHER 06CONNECRHG SFAIS ARE ALSO PROVIDED BY A READLY ACCE9BLE OMW BREAKER. THIS REOUHR•D OHSf M ECT SHALL BE 2WA11ED 04-Slr BY OiHOM a COMM OECiPoCAL CONTRACTOR SHALL. VFLWY TIE H7ECSRM.AL LOAD GALgILAIM AFTER ME WRING AND AR-CM01b"M BMW HAVE BEEN DWA1LFD (BY ODMRS). 4. I E HVAC WT & RENL DEC. IS SPPLIED A 96TALLED CN-Sift. BY On0m iRE 30is APO OWML.AIM CF IE MAW OAFJM FUt TILE HVAC, S E64 AS SELL AS AMY l EMERC NCYIUM OMMMM. SHALL SEC*PLEW BY A MALVM AJMA LK12L� ELEMPIC/L. CAR A W 19 SI19&EC'T'M EOPMR0 NO APPROVAL OY IE LOCAL ammo M NAMED ATHMM. MW DFCOW& C-0CMA= SHALL At= WNY MCPBR PALL AM OMM S ZM AHD OWALLATM OF ME BUM E ALCM PiFCRE ANT PCIEt a SIPPUEri TO me PAIR aECgWJL PAWL CA Arc PM19TA.Y OF Te tA{t0/MD. AVA RFSIR.VED FOR USTING AGENCY APPROVAL STAMS: PPPROVfp ,� ,• "" �_ `�. t7 wenwomn �� nwI&uw 8-28-15 y AN �� � aooanMmm _ C'CIPIJ:S W/ ZMO nAIDA RM 0= -- CiTd1lO9M0 ALL EOf2-K'FNOMDSiS -- - /� REVLSToms /� I BY I DAATE I lDUWNt � CHEOM. DATE: 7/29A"ZAls SCAT&: 3/Itl' .• 1'-O� SH�Ti a OF Is 7WCs Evora" D DWsz 150 LOHH AMDW mm-m OCPRLmtF 0 2ms _ .tom UME& TAH1 1Y HMMM FIRMA Au R70sRamm ELEVAl1ON NOTES: " 1 J. SEE CROSS—SECTION FOR ROOF VENIUATM 36' TYR TYPICAL FWNDADON 16' X 8' TYPICAL VENT FOUNDATION DESIGN/CONSTRUCDON ON—ST1E. BY 01185 FOUNDATION '01DATNDI AND IS SUBJECT TO LOCAL CODES AND DJSPECDONS. PER ENG{NERIED DEM STET! WALL FORDATION SHOWN — OTM FONAEON 'IN ES MAY BE URRED. _ CE04 I GHT _ SIM. tBWm bpm"- TOP 6'-t0 TTi m CTAINC Raw (TIflCAL) STR iLV10Pe WENBV6.- 7aP_ _ _ BPILEVEL 6-O NO' : COOSEN1. ,�,'�s'r9N a ❑ ❑ D "' FOUNDATION IS INSTALLED ON -SITE. ICY OTHERS 9. ROOF VETITIATIM MAY BE ACCOMPLMIED THROUGH 13, SOME ITEMS siom MAY BE OPTIONAL AND IS SUS ECT TO ALL STATE AND LOCAL CODES Tiff USE OF MM VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY E✓EWn STE INSTALLATION. [17EF-1 HOMIS MAY BE USED 15. SOME ITEMS 1EV SHOWTONS MAY 8E GtL SITE, TE OTHER& SANDOME SWAB EITHER Ci' TILES COMBINATION. ITEMS VAR MAY T' dV-SIEE, BY OTHERS SFPARAT£LY LI N VE) SIZETON. 16. THESE ELEVATIONS ARE FROM ARA TEGNRQ 2 SITE ITEMS MAY AND MAY VARY FROM iS SITE 1TFSiS NAY VARY NOT'COVERED BY THESE & ROOF OVEWiANC {PAVE) SIZES MAY VARY TYPICAL I)E AS THE " SIDWELEVATION APPROVED PLANS. fRWii ARD REAR EAVES ARE 13 1 Ji AND SIDE EAVES OF EFIE FINAL SERUCTiA1E. ITEMS SU01 AS SID1NG TYRE, 3. WHEN RISTAL ED. THE GARAGE FLOOR AND REO'D VARY FROM 10• Ta G• NOMINAL SAS 9 1INGLE TYPE. SIARTIZIM DECORATIVE ITEMS. ETC.. MAY FANS SHALT BE VENTED 7.0 7Fli�- .:.. ......:.: ' � .. .. ARE � VARY FROM TAU BY OTHERS 10. BATH E)GcR 7.. RE ON-SITATIONS , BY OI OF i7. STEPS AND RATIS ARE ON -SITE, BY 9T{4AS 4. ANY STEPS A1AT RAGS AfZE ON -SITE, BY OTHERS EXTE71f�7 OF 11ffi EAlSOINC AND SHALL NOT £XFIAUSi ANY STEPS AILSON-SMARE ® 5. LANDSCAPENG TYPICAL. ON -SITE BY OTHERS INTO THE ROOF CAVITY M OD4ER CONCMV SPACE. IS. DNGUIEQTING MR STE ITEMS, BY OTHERS l�J p� 1�v���.. 6W A.,esa KAWD CO�671'a , 6. AC AND WFMINC UNITS ARE INSTALLED ON-97- 11. MS BUILDING MAY BE WIRCIM VATHOUT ANY 19. ALL ITEMS MATING TO ACCESSEMM ON THE STE AM, BY OTHERS AND MAY BE RELOCATED FROM 970M. RE -APPROVAL CF THESE PLANS (MAY BE •PUPPED' DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND 7. TYPICAL ONLY. ON -SIX PORTi0N5 ME TO ME AND/OR ARE 91&ECT 70 AUTHO AND APPROVAL 8Y LEE LOCAL 0 E❑ $ �� 3QI OF M(TWH R NG TIE ONLY. ALL HAVING AUTHORITY. MAY B'( THE 9NL�VG 12 FOUNDATION VENTS ARE TYPICAL f TO MAY BtCitOH CO TRACTOR _ 3ON- FIE - CONTRACTOR SUEIJEG'T TO LOCAL APPROVAL, FOUNDATION VENT4ATION IS 07T-SITE, BY OTHERS 20. MAY BE MDtRORQ7 W111TCUT FIE -APPROVAL OF PLANS LOC 3-726-i138 WKW FOUNDATION PLANS ARE DeMM BY OTHERS. JACOBSEEJ HOMES AND Its THIHO PARTY APPROVAL ACENLY(S) AUNG VATH THE ARCHITECT AND/OR INGOIEER OF THE BUILDING FLANS SHALL NOT BE RELO RESPONS ELE OR "AM FOR THE FOUNDATION DESIGN AND/OR ONSEOUQNTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONITRS AHD SMEMS REIAT210 THQLETO. AREA RESERM FOIL LMNO A43MCY APMOVAL STAE(APST co lazy Pp f� .cm.wwnrn Y•9 ww e � N •". xmcvasav< �, 9FIZT G eoo.— ao Pa MCP-aes [uamh COMPLIES W/ 2014 MORIA RM CODE, LJ 71p 1 5 A aptaaaitom#`ear N � m Aa tss 12010 COSRJIY roAD S0. fiURF A 1174 61b =1 DahWN, a MMOE D: 1LT,/KT. DATE: 6/41210S SCAtE1 3/10' - V-1r, F `6 1tPPL. I3PCeure 0 bL4S: ISO m A'�Fl:. MOD —Eat ♦ USE OETADS> AND PLAHL ARE CONF1UMAL AHO P .f'Q1 UAFY MATMAM DE NNTLMS OF 7WG DRAM0 PAOMM ODNTAW OG'd WSMAL AN01CR PMW.EM RITWAMCN. AIN tWANHOPoIFD USL CO MM DISR.OM= CR OISRSOAM CF U= PAX CL OR ANY OF M CQLTEAYS CONTAINED noWN. 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BY OTHERS. SEPARATELY OR LY CCIUMTON. IS. THESE ELEVATIONS ARE MICAL ARGHITECMRAL SITE ITEMS MAY VARY, NOT COVERED BY THESE 9. ROOF OVERHANG (EAVE) SIZES MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/Y AND SIDE EAVES OF THE FINAL STRUCTURE (TEMS SUCH AS SIDING TYPE. & 942H INSTALLED. THE GARAiE FLOOR AND REDO VARY F;M 10' TO 6' NOWNAL SIM SHINGLE TYPE. SHUTTERS DECORATIVE HENS, ETC-. MAY FLAINDATCN ARE ON -SITE BY O114FRS. % BATH DVALMT FANS S 49L BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. 4. ANY STEPS AND RAILS ARE ON-STE, BY OTHERS. EDOERHOR OF THE BUDDING AND SHAD. NOT EI04AUST 17. STEPS AND RAPS ARE ON-97L BY OTHERS 5. LANDSCAPING TYPICAI- ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR ODOR CONCEALED SPACE T& 849NWM FOR SSE ITEMS. BY OTHERS. S. AC AND HEATING UNITS ARE D45TAUfD CN-SITE, 1T. THIS BUILDING MAY BE WMOiED WITHOUT ANY 19. ALL HEWS RELAII NG TO ACCESSIBILITY ON THE. SHE ARE BY OTHERS AND MAY BE RMOCAIED FROU SHOW RE -APPROVAL CP 1HIM PLANS (MAY BE 'FLIPPED" DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND 7. ELEVATION IS IYRCAI. ONLY. ON -SITE PORTIONS SEE TO WE ANDIOR END TO ENO). ARE SUBJECT 70 INSPECTION AND AL BY THE LOCAL OF MUM MAY BE CHANGED BY THE BUILDING 12. FOUNDATION VENTS A -RE TTPICAL. ONLY. ALL aRISILCRON HAVING AEIk40Rm. CONTRACTOR, SJMCT TO LOCAL APPROVAL FOUNDATION VENTILATION IS ON -SITE, TRY OTHERS 70. WRY BE WR WO WITHOUT RE -APPROVAL OF PLANS w NEW FOLIMATON PLANS ARE OESGHEA BY OTHERS AACCBSEN HOUM ANo ITS THIRD PARTY APPROVAL AGOGY(S) ALONG WITH THE ARCHITECT AND/DR EHG1 NWt OF THE 8118DTNG PLANS SHALL NOT BE HELD R VONSTBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR .CONSEQUENTIAL PERFORMANCE OF 14E COMPONENTS AND STSITUS RELATING THERETO. y .;t �r N A e r �i .fit �7i � I xi0m muNTr 0aa0 Te, wra A coTTaN, m a4eTE (S14) .4-2 AREA RE M&W MR LIMNS AGENCY APPROVAL RAMOS- PpPR1)Vf� .D... 0 ... �m ND . 2 w..em•mn •,�, � 8-28-15 �^�., •.•�. NO •z W l•°�o, t SfO[T r � ��� Auava� remnuarm I. ppI (1u 6Ce°'1 LSS®� (�1 IS �p1U1L [09.6 ELK M,V.® FR Py5 � .p^K,..:.^,�,°.1MK �u�a•R uR�•�JO�aO•Y]dA�'0ws�a°°'°�m CARTER T4' r"`smo®'0 0irw.°Ti aM ems[ w`u a wo 0°ARAmOslva COMPLIES W/ 2014 FLrROA RM OOBE, 00 6F! 0 5 >Ia� 0 0 f7: Lr: DRAW 4 MYRICE NET cm: AL7./W.L ]DAIL SPIw. OF 16 WEC: EeP m o DWS: Teo NPH mom- MOD-961 iM DETAILS AND PUTS ARE NWi1DFHTUL AND PRCPPJLTRRY UARMALS• THE CKM4TS OV THIS DRAW* PACKAGE WHIN CRYfIDh7NRW. AID/CA MV EOED WMWA=K ANY IOTAURTOHIIFD USE, WMN6, 05tAOMM OR f161R MTM OF THIS PA=AOE NA ANY OF TIM ttNT MS MUA= 7NEW04. IS STRICTLY PRO MT12D BY 4ACCSSM HWES AND WY BE UNBAW LL IFM MATEAMLS ARE W,,R m T!R 6YiSRYi Pro mGAM wsRn•s¢ w° V 14 dl.. W51 CC MWY. fY�Cf ,1D AILL9Y(aY CCDOMIiLT .bllM nceeM,nT 1F AY3CVC v 0 ew m.eenee u...�nn e.eoaae m,emt vnumm�.tuw mti. u.v,eml tYo1R Me MaVLn O4hlelT e{M1 A,1 All - OCG912f1 NOM 1 _.._ CO 7RRAR l� =0 , jAcmwI NOMT9, SATE TY AMR& HZW& ALL MM RESEAVM IG• t. THE DRAIN/WASTE/VENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN. OR ALLOWED BY, THE FLORIDA PLUMBING CODE- 2 DIM/ SYSTEMS MAY BE ABS OR PVC PIPING. 3. TUB AND/OR SHOWER PwTRAP ACCESS IS PROVIDED UNDER HOS&& UNLESS OTHERWISE NOTED ON THE PLANS (WH94 INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, W1404 DMGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. b THE WATER HEATER SHALL HAVE A SAFETY PAN VBTH T INCH IAINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS), S. BY OTHERSHEATERTE, TAP RELIEF VALUE SHALL DRAIN TO THE EXTERIOR (ON-SITE,). ON-SI 7. THERMAL EXPANSION DEVICE. IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTiONS. SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUB.EECT TO LOCAL APPROVAL. a. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. 9. A SHUTOFF VALVE SHALL SE INSTALLED WITHIN THREE FEET OF THE FRESH >� WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL HE SUBJECT TO LOCAL APPROVAL lo. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. IDro ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED NTH 14INU M R-6.5 INSULATION (ON -SITE, BY OTHERS). t,. WATER SUPPLY LINES SHALT. BE PM POLYBUTYI£NE, CPVC OR COPPER- ,2. WATER SUPPLY SMS UPS TO BE 1/2' t]. ALL SUPPLY 'CROSSOVER' (MATING UNES) PIPING SHALL BE CONNECTED ON -SITE. BY OTHERS. AND SHALL BE SUBJECT M LOCAL APPROVAL I& ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORB£NT MATERIAL TO A MINIMUM HELGHT OF 70 INCHES ABOVE THE RNISHED FLOOR LEVEL IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS. AND SHALL BE SUBJECT TO LOCAL APPROVAL is. WHEN PROVIDED: ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' P (48Z'C). te. ALL LAVS SHALL. BE CONTROLLED BY AN APPROVED MIXING VALVE 17. ALL ON -SITE PLUMBING MALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. } L r VENT THRU ROOF J (SE RAN FOR WCATON Qq NOT REfX gs ALL Vud,-) nip. VENT .. L I f/r VI NT TIM ROOF OR USED AIR ADMITTANCE VALVE (MV) OR JOIN W/ Y MIT TUB r WG VFT LENT W.0 Y 6 . rm 09AI&L I SCAM M5 DISTANCE OF RX= TRAP FROM VENT SIZE QF TRAP (RIl"FSS SFPE (NOTE, PER FCO1) DISTANCE FRof TRAP (FEED II/a• Ile I tilt I/C 61-0' '! t/A' r I 1 jr TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND TESTING IS REQ'D A LICENSED PLUNENO CONTRACTOR IS REOUIRED TO MAKE ALL COIO•EGITONS AFTER THE BUILONG S INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY TSTSTEH NO THE GRAIN, WASTE. AND VENT - DWV SYMEM). AU. SIN -SITE CAN,VECRONS ARE SUBJECT TO INSPECTION AND RENEW BY TIM LOCAL JURISDICTION HAVING AUTHIXUiY. ONCE ALL ON -SITE CONNECTIONS HAYS RM COMPLETED. THE U004SM PLUMBING CONTRACTOR SHALL FV*'ORM ALL INSPECTIONS ON THE COMPLETED SYSTM RN ACCORDANCE WITH SECRCN P2SO3 OF THE FLONmA CODE LD(aa . L T/r VENT TWIU ROOF OR E L15ND A. AWWTWNtE VALVE 1 (AAy OR JON W/ s DOLT SHOAFTI r ,/r VIM TIM ROOF OR USED AR ADMITRNL'E VALVE (MV) TUB t 1/T 1 f/r M TIM ONO&NHL 2. SCAM WS WATER MAIM I'M SMLL BE 24 CA. QKV SM (OR EQUAL) , i/r OEEP W WM. A® O' SORCOIT SM AM SHAPE TO RECOVE AM LTNFPKGS OR ORQIMTE FROM TIM WATEP. HEATER TEMPERA,UAE A♦D FROM THE Fag VALVE OR VALVM i t>F09M RLUFF VALVEAH K WNTOD BY AN ''0KCT WASTE WE NO LESS (I) 9NDN N DMMM OR DIE MAIAM O' THE ONBEF ' IT D Rao VALVAS) TBT mVm Is LARGER NOTE: WATER HEATER WDETS SI MN ON IL®� 1W MAY � LOCATED ON SO'F � 7AFA{70PERAYM tIF- ASO PRESSURE 90.'6 VALV_ ORO MAYBE D'SOUP= INTO THEIOodttdWATER FEATER :F M PMHOT (PER LPC sows.11 WO THE DISOR i FROM 1TK RW VALW(S) Is TO PEDISCIURM INTO THE WAER WATER PALL R SHALL L¢HPED FULL -DYE OF THE mw G1,LET Pw TO A POOR NOT MOM IHAN 10 (T) 100 OR NO LF: 4 THAN ONE PAN tMAI ORA81 (Q 94CH ABOVE THE PAN HOOD LEM 111% MTFN GIFT MAV BE RDDOAHED l0A 1' mm?k AL TYPICAL WATER DIET in OWRRDW / ; TH AI ROM A MAIN SWTOT VALVE AM14�� OR INTO PAN REIR) A VAMRL RELIEF; SMLL BE (SEE NOTES') NSTA = BOAT ARE ON-SIE BY By 011m AND STRI=10 LOCAL. IN9WWN AND APPROVAL OIL SCE: r VENT TRRU ROOF ( f f/r VENT 1" HOW OR UST® { I I)Z VENT TIM ROOF M AIR AOMETARM VALVE (MV) I V LOW AIR ADMRTMKE VALVE J j 1 (M7) OR arL W/ 3 VW r RAY. LAX WAS IN OR . r . TLC s Ll: NZ` VI,I i/t VENTno WOF O R UskJ/a ADMITTANCE Vxw (MV) TOT: sNz t T/Y .EW T wIt 6 ol ALA RESMVVE D FOR L*TM AGENCY APPROVAL STAMPS., wxmomm+.m v-6 ,mx:wm o PpPROVfO Q wom.ewm "SP�O' �� \ 0—NO 828-15 y �°,� Z rocxumerc aFOwsOL ��� W axaw\u ..xroowa. xclxa Ylf9 1®+t1p� (x98t.D �yFR PyyoO xrw.c,Paa ORWM swam �ms.o .c taR m.., r.w CgRTER S wsom,� amer°°.sc'A¢A"NOra�ou�nwnrr raum w a maxaxr Mv\ Ae 0a.m °ta:ao saga. CODDLES W/ 2N4 fLORtOA TES. CODE tBEilI�4(yTs�� n m a aTew m+m,v -sow Na, sOmA OOTHNFN. IN 06iJJ (SEAL 83°.915 FOAFTE O. LAmm l M.TB�a%7105 SCALER SifW— tA1EG: E1q asaro D FV:(5s 1B0 MPH ASODk7.: MOD-98, THEM MAW ANO PUNS ARE COWDFNTI& AND HROPRUARY MATENALS. TM CONTROS OF THIS ORAWIS PAO(AM CONTAIN CMVMW,W. AHDAR PXVI EM INFORMATION. ANT UDAUTNOEOTFD LASE COPYNC. OLSG.� OR 06H�tlTYfN OF THIS PASRAGE OF ANY OF THE CONTTEITS CXMW THUM14 is ST My MOM= BY JFLO@SIN HMM AND WAY BE UNLAWU6 TIM WTAALS ARE COPYRIGHT Cl 1018 . JAlzom HOLES SA ETY WISOR. IL4100A. AL MOM'= REMM WATER SUPPLY DASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH 0 4D FEET 16° x RA WA9H j'xt/Y ti- 9 r 1/Y 9- INLET.' ,�v CRO556T/ER I'2' X 3/4- 139)f X I' 3' X I' 32' x 3/4 N x wi r, 3' x I;;* V�"D�16' x 1/2' � X i/2' 7� x 1/2' -- --- --- - -- ---- -- 25 x I/t/2'x3/4'CRO2ZY'X1/Y' 7�'x1/2'av 9' x I/Y x x m SX1/Y� TUB KIITCH Sm POTABLE WATM SUPPLY SYSTEM IMUTES: t. WATER WIPLY PIPING SHALL BE TYPE % COPPER, CM CROSS UNM POLY— ETHYLENE 02 OTHER 11415IIALS APPROVED PER STATE AND/OR LOCAL CODE(5). - WATER HAMMETi ARR$570R5 NOT REQ1IITFD WITH NONMETAWC WATER ONES. Z ETHE IXTERICR OF THE W D= ( STE By OTHERS)L TOMIUMUM DUN 4. THE WATER HEATER T&P RELIEF VALVE SHILL BRAIN TO THE FXi0= (ON —SITE, BY OTHERS . S. THERMAL ANSON OEITCE, IF REQUITED BY WATER HEATER INSTALLATLON INSTRUCTIONS, SHALL BE INSTALLED CN—SITE, BY 07FMiS AND SHALL BE SUBJECT TO LOCAL APPROVAL 9. ALL FLUMMG FDLTURES SHALL HAVE A SEPARATE SHUTOFF VALVE 7. A SHUTOFF VALVE SHALL BE ISTALLED WITHIN THREE FEET OF THE FRESH t= WATER IN1E:1' TO THE BI�.D/NG (DfIS SHALL BE INSTALLED ON —SITE. BY OTHMS) AHD SHALL BE EDBJFtT m LOCAL APPROVAL B. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE DX7FRIOR� SHALL BE LOCATED ON THE HEATED SIDE OF THE E CMOR WALL NWLATICN. = ALL WATS LINES LOCATED IN ANY UNCONDITIONED SPACES STALL BE INSULATED Vm LWHm m R—BS emu7ION (O N—Sm BY QBffRs). ul X 1/2' A X 1/2' 2 x I/Y KrTCR SINK mirm ALMD TFmT2'Itm 19m Ima.13 A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON —SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT — DWV SYSTEM). ALL ON —SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY.. ONCE ALL ON —SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. ME ➢STABS AMD RAMS ARE CUSIDIMIIAL AND AMMIETARY IAMUM THE CWMM OF 'DOS ORAMW PAMMC CONFU N COffmMM MW/Ca PRMEM WSOVAML ANY WWTNIf = DRY. COMA DISCI.OWM OR OISITN,1TrQN CF U4 PAOCA OR AM OF 71t£ CO OOM OWAMM Smwk 15 60WCTLY iFOR m BY .INCOBRTN HNES INm MAY BE lARATCTL. TI= WIIA" APfi ovmm TO me RFAPssw rm F3*v= Rataamo my AMR 9w r aw W fJ'JtA8T1. as — flt:6R!-e RLPQla9— —Oa PluoiRURF:: - 6— — — -- pa .r sri9.. — . .mN cow .ulYV.vu — — -- --- — - — ,rxcY+a — — cv -- owlpemr m .urllPSBr iirlie at wYic Pcawm moNlrxr 9. WATER SUPPLY STUB UPS TO BE TIr 1C ALL SUPPLY '6i0S°.AVER' (MATING ONES) PIPING 94ALL BE CONNECTED ON —SITE. BY OTHERS. AND SHALL BE SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED YAM A NONABSORSENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY NSTALLE13 IT SHALL BE COMPLETED ON —SITE, BY OTHERS. AND SHALL BE SUBJECT TO LOCAL APPROVAL IL WHEN PROVW£D; ALL MIURES FOR SHMER(S), AIB(S). ANO/OR WO/SHOWER COMENA71ONS SHALL BE CONTROLLED BY AN APPROVED MDCNG VALVE WDTH A MAMW OUTLET TEMPERATURE OF 120' F ts. ALL LAVS SHALL BE CONTROLLEO BY AN APPROVED LOIDNO VALVE. N. OCTERCR FAUCETS NOSE BIER OR WALL HYDRANTS (DATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EWSPm WITH A VACIAIM BRFA:M INS7ALED PER THE MAHUFACNRES DNSTRUCDd M EXT. rA XM ARE INSTALLED ON-STE, BY OTHEM 1S, ALL ON -SITE PLWBINC SHALL 13E CONNECTED OR INSTALLED BY A UC04M PWTABING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE S JECT TO REOURNED INSPECTIONS AND APPROVAL BY THE LOCAL MINORITY THAT HAS LEGEND r r®rlt V LIME IMF' LINE* 3W LINE gg�N gag 03 gig 0iRe x� 10Nil 9 5 5 _r 1; ;Sop 019 NIIIHa 1z19 Mh ilia E, We! P N3y-� oils Ic� AREA RESERVED POR USMIG AGMCY APPROVAL SEAMM PQPROVf 0 o-a maaw4w � esw �'r p xmawmm �� & y a + 8-28-15 ° m , NO to Z ���W nerr,wv. _�— ronnmow, tOe9 t m am rm-xTes 4sw.vf y4� 00 awi mw t e oa wsw�rtaao,s ma ucim,m FR PC2 mws car4ab1ot1rrll�,Aum ro,ao a. oar roar nat trumea� rtat er -rt uax oae orasr,o ,mepp ae CgRTER b' ws�e am isrA¢""'a,�m euiaS"raaTasr Iwo ,o amww°fT sra Mc TtooO.. COMPUM N/ 2014 RAMA RES CLUE, OOPYRWT -D 21ms . JAmem Ham SAR 0 • g 1 1 1 � ��' y!�®y o FBp{. �.r Ili aaazo muMSY wAP te, seWsvA OOa1WbM AAaAe I � r ILrX s>b. CHROOEDt 11T.M.T. DATE: 8/4/2103 SCIil.E: 3/16' - 1'-w 6[iE4Ts 9 OF 1 W1:Ct E:m4Oare D DNS: - - 160 MPH ty(003,: MOD-W61 IT RARBOR. RMA. ALL tE M rEMWM F — VAOLY CM= L 1EA 1J 2 fyJ—S�PIY tuff OWE= its ts "' UFRY F mut Sa3L 14A 7LA w tprw�t CAY7iGdI m An Sam S a 1rtAra�R LOfT �(Oj� 9Ee lA GML µLTUa( . e6TAam 71 +N 13� wU. B M as 1sB dts�b A5 9RYOL !@Slit! OmPI! 1 MECHMM NOT95: L ALL AIR SUPPLY RECJSiSRS ARE ADJUSTABLE, EiWT WOW (TTI 2'MM SPEChiED Of i1HE RAM 2 WTMOR DOORS SHALL BE UNDERCUT r ABOVE THE FINL$H© FLOW FOR RE7URH ALIT ur! jj$ 'sIC+4Git 1 y MOTL71 dN tl4S 3 RF 1TAL. APP13CAiiCRI4 RESTROCyC VENT FALLS SICALL PROVIDE SO CFM hamm!>a OF VD.M ADOM. b CMWERCIAL APPLICATIONS LZESIROOM VENT FANS SHALL PROVIDE 75 CFM IAIIARLr OF %9MILATM 9. BATH VETLT FANS SHALL BE DUC1i TD THE EXTERIOR OF THE BUIIM& �6 HVAC EQUIPMENT MALL BE EGU"M NTH OUTSIDE FRESH AR ttiTACC(5) PRCNDIHG 20 CFM FOR EACH OCCUPANT C7 50 CFM FOR FapH WATER C2DSET AHD/OR tfRIHAI. Y4ICtE�tER IS Q EATER. THIS IS REQUIRIED TO INSTALLED aH-511E BY or.,MM �47. A SERIACE RECEPTACLE SHALL BE IVSTALLM W:'THN 2E' OF THE HVAC �r EOS9PMQ7'Ca(fiHtT). THIS REO'D RECEPTACLE IS KWifiED M BE WSTALLED OM-$iE, YY A CS7tilF D ELECTRICAL CONTRACTOR A U571ED MCK Or — BE AFPUr.a c WTCK-:ATE By AM CERTHIED ELECTRICAL WNTRAGTOR. RVDALCH+� IpTrs�> " Non5: (C 9IN)z 6 ALL DUCTS AND DUCT ST5 U CCDE IVIRH 'NSi1IATICH. 2LALL. NRVB A a ALL DUCTS AHD DUCT SYSTEM cm ema OF THE ;MSHALL HAVE A MRI BY TIM FL EIIFROY OWE 1a ALL HVAC CDaWa&NTS RISTALLEE LlCSldS1:B HVAC COITRACTUL 1L ANY AIR HANDLER AIR C rm 12. MED3LIB DIDGS IDAY REOUI2E COMPLETED AAc OsS VE M7 Nt GALL@ DHSIDTS WSTArIm RH THE AM AREA MIUM R-VALUE OF R-B.O. vOITS DiSTALLW Off TrIE EXiERiOR UM R-VALUE OF R-8.0 OR AS ALLOM ON -SITE; $HALL BE INSTALLED BY A CAKWT EAS-Y BS COIPLZMrMw M CPT. FACTORY BUST FTMPLAC ES 21RTALLED IN ACCORDANCE V/ Fi - 14L CPT. FACTORY BUST FRIEPLACES SHALL OMMY L'TM UL-127. 6 SQUARE iNCH FRESH AIR MAKE 6 SQUARE INCH SW TYPE 'X' - EXTERIOR TaRAnE . r.VPSU nllS ENTIRE SIDEWALL FEcXTERIGH1 THHRU WA , FRESH AIR NTAKE u6E a6 x r37 �` r'�,T 6 ABM M r LMUt87FN THHRU WALL, RI6H iMP0.CT rATNDOws LMAN097MP sws sFtTtxN 220V CIRCUIT ASM SLOWER t° THx wnu t°x xx x W REMOTE NO SME OVERRANR t 20A BREAKER I 15'— " EJ4APdt2-fi" ms W/ RWOTE c0 8I za at z I 'z®t/f all Xa1 9f/L'Tt11/f { k3id' JAMOlS 1111ME90 1 FM r!a rR X PMN 2® fY/YJ�2794M9Gi • 2 I{ ®ate e tg• bit { i i LININ6 ROOM R y I I 132 a e lBH9 so t 9' SKIE OVERHANGS R_ : scut 2 'A { � NIB I a r� x Li>IU187W !� $ ff1 * 1 E I BmRNG BREAM a y t i � ' i /a1 Its ; m o BEDROOM M2 I i s+ma. It�� 41 ' I 9lftiu tB &6ff t tlyd' PMI - R _ wtm rxr rva ros.xmt It1 X® a Yu t J7 Xdi/f r FI7 XW — ••R-3O ROOF INSULATION-13'—t0 5'-4" t 1'-2' L 1 2" 16WAIATURE - TNRT --R-19 WALL INSULATION•• i •+fl-22 FLOOR INSULATION— — — — --� LLg 36 X 117 M°OULAR FLAT fAAFlFR5 THIS SEMON L"087HVP too SWEOum"aY:5 IBMI27W W/ EMOTE CW. 6 SQUARE INCH 6 Sw4m W/ RUMM CONr. FRESH AIR WAKE FRESH AIR iWKME I aSaalleBdstol Aar IEEE ManufacrurinA EnOweTred Sptam Uning LG Frame Mounted Wani— SpFitNR vrith van mowers and Cez'ii>:ng Mowers SYSTM TO.BZ FULLY Oi'ERMONAL AT FACTORY •» A MANUAL 3 AND A MANUAL 5 FORM ARE REOURRE1D TO BE H: UMPLIE Tr.'O BY A UICENSIED SCUD Him BURNTNS FME A[6 HVAC CONTRACTORS ONCE THE BUILDING 15 iNSTALLED3 NVAC ITAYOW WPIEN MigrALIST, FIRW AXE SMAL16 rUMPLY WFM UL-127 ON-51TE TO ENSURE PROPER EQUIPMENT 518INCa (ON-153"Er BY OTHERS) ALL .TI'DOES: 1. PROMANUBP DrfMMAT E MUM 90 BE RWAV.M etso 2 REFER TO THE FLORIDA ENERGY CALCULATXM INC UDED WMM 7HIS APPROVED OPAVM40 PACXAG'E FOR MRBFJUM S°EC IFICATION& IN ALL ®� CASES 1. URMW lln" D StixVFfO 21" BE fBTAllID. I FAILURE ;b INSTALL HEATING OR COOLING EO MM(T THAT PRODUCES t� THE TOTAL DEMON CFU FOR THIS BLUMM TO APPLICATPN ENG?IFf78NG FOR HEATBCG AND COCILBCG AND THE FtDRfDA EPIERGY CALCULATIONS - ATFACENEM) MAY RE51R.T DH AIC UItBAWK.<D DUCT SY51T3L A MANUAL-J VOW IS 8MM W BE OMP°XM BY A UCEHSED NVAO CXWm iUR Q9CE THE mama IS swALL6 ON-STEE TO OISIIRE ,`O04 THAT THE AC/HEATS O E'OtlB UM IS FROPMY 9WB CM IS FEMURM � AW IS CH -SITE. BY OTH M - HOT JACOB= KMIESj < 9 f AtREA 115SEILVED FOR )J$nNG ALG04CYA PPROVAL STi"MS, PpP V6, w o r. vmmmw� m.x..O, 1 8-28-15 «R� NO f ��� Q xooe .w.w nrs xtxuu°am t.� G y m b Arta Anew! C6 00 V/ 2014 FtORM FEZ CCIIi. ' I a I y Fit tofiststit� i; t n �1 1 I 22PLA SOUMY AOAD le• a t A aoSM1lr. N •eLre lOa1 ego-ras G DRAM-. C bfim C91ECM ILT.ATN.T. DATE: 814MM 5FikET: 1000.16 vat. FS "" D DTMSI IBD NM MODEL. ROD-0 • SE OETA34 AND FLAIW APE OMVMMllX AM PRWRETAR'r VAMAM DE MMNM OF = 61IAVW PAMN Ct MMI 0090 TOTAL ANDXq PEMEM IVUMADML ANY UItAiTM MM USE OVUM DOMOMM OR MMR Wa1 OF DNS PAWAM OR ANY OF DE O]4t M COMM TItIM S SUCR.YFEWHEnED BY JAI K%M AND RAY= LMAML DRrE HAfF1M AM MW TO 19 Pam. M M 31MW PlWOUS OILY AND 3EALL M M 3CJV0= CORM. OR ORAL MMMOM A&MJW °61R9OfO 1b "MM FEN MV WLAW MMM . WMW NIRMCFA1Wv RM .Y*MW HGEL DB OVAU i PAWACR AM ALL = OMEK0 AM VE L'ktlI PROPERLY OF "CAPE tl kndM NL MM NoRYPi1. Cvy@r7I r.. OW W7R 0 2M ..LttuR ficwP 9A EIrw.= R=.% AIL =M Ri MM MTALUNG A MODULAR STRUC7URE/SLIM.DLNG CAN BE aTRQIELY DANGEROUS. ONLY QUAUFIM PERSONNEL 94CULD ATTEMPT TO INSTALL A MODULAR SiRUC7URE/9U8-^Ma 6SPRCPER FRCCEDL.AP#S OR T'GCFINICUES COULD RESULT IN SERIOUS IN JURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL. IMPROPER INSTALLATION COULD.RESULT IN OCTFNSVE DAMAGE TO THE EUMNOATRUCTURE NEVER ATTWT INSTALLATION IF YOU ARE NOT QUALITTED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT, MODULAR e(ATDINLS/STRUCTURES CAN WEGH SEVERAL, TOM IT IS VERY UPORTANT THAT ALL PMSMM- ON Tr✓= JOB SRE BE aigiRED AND PP.CPFRLY/ADEWATELY TRAIt•1M. A CER11FTE0 BUWHG C014--ACTOR IS RECUIRED TO BE RISPONSOL_ FOR ALL SAFETY P•HTIATLVES, PROGRAMS, PTY.ICIES. OR FRQCEDURES THAT MAY BE MANDATED SY OSHA AND/OR Orf{ER LOCAL. STATE. AND/OR FEDERAL CODES AN /10R REGUIRD/ hIm THE CONTRACM SHOULD N(9JRE/REOARE THAT 21FE AND PROPER TECHNIQUES ARE USED. • OO MPTA6GM. W5 HOAR INRGIIGI ' FOiStl PC D)IIOI IA OT Iffi� tleiAGf 11c Haim m3 un7A ttY r fAAN smis wm AlFlrni mane. Wvau4 Go a omae>a asnrsAm �04YAL19.t®®l 9V-ll MriLLAOKYA@5>mGS Mr Ne ierwtm a u m A ar AAma tNA1P [E1117}t CIOf mli. iaa 61ur 1K tz 9Afm/St. sAte 1®lAm m i}Y 31P Ai P.T. WItlaP f® eAmfn fA4mA9 roZYp rw A's'RL 7IIS P.L Mr II: iRl'JmAttID QG u•. Waft FAiml� tW HH mm QA! 0.2ILTSII/4L 1I06 m RAIE r! (31 Ru w9 m AC A9>i6Y 3IIaPF PDaxSD W aai Lam s1f2 u JaH ro mra3 Ft uvw 0"TL B/o*= fbl m (d b101PmG1 p0Y67M1. RAIL flDm T4Wa7 m 1K b I\mQ .0t W TIC ' ISIAamOPI Ca1'PL N OAY74 Uri NDw i>v1CRR. AT ffi' � sRD osm �ee- MATING UNB(S) CONNECAON(S) 4 150 i C iDSTAI&. SCALE-. N.T.S. DETAILS 8 THROUGH 3 ONLY APPLY iWB EM A HINGED TRUSS-9VSTrcM BS INSTALLED ON THE STRUCTURE. NBNSE D TRiJSS SYSTEMS ARE ®PTIGNAL. Iwo tm slam a Fm+rra ia®I m ttc 1tAn W RR . atxofL tNA°Ai uO ttn APv ena rc+Pm4 TYP. Wzw TWSS MTML (NOT RE" ON NTH401 CED ROOF SECTIONS) Rtl.JS 1K IGaAtl OEIT IL10A16Yr Aefl vmLLL HA R YOmCID1.�ti/SLm � CAS W � 1 m� W �[r WT FMINLI/w rOM Matta mLm tl K @NfR 1p Q TTy liDap wr1S AM �°w•fN laa 1EAPA1 m'r tad OAmAl EDT 7i fE0ltG R6t5/STWi m Wr tlSLIL IIiD AImATT 1gQN1 ,e..++�� mTTP eI fN[COnm DefmaA ly IZCJiR Ram flsreo TtYLPO ral i7iTer a.�t�s C--i- Via ssca q/IDI 4rATILi Tes7101 � Ait mo m AT3PAtmnM1Y toxiea4 r 1A:8 m IAY A-mOD.Y.mm OtOeC.mIi,W4At0m Wl®1LLL ffi.TQY • � � PVrR P1Mi[W AfOmMICl Imn®_ mall 1tt A� MATING WIE(S) CONMGTLOQ(S) - FLOOR / WALL$ sicno S. sCAEE: N.T.S. DA@GMIM VM SQF LUUMM -- -- -' - ---SHEAMiA1.L DESIGN SPECIF=TIONS IAtIYBRt tEsm am VA= 001 APA/1EC0 RATED StTEUHNO WF/LDW40 FASTEM TYPE gnu" FASCM IEROOI DAL) 9EAD" FASiE1FIt MAX21 L SPACKC Pm au - ROTE 6) WALL ,0 WALL STALL ITT PTDOL A ma 10 am= FASMER FASIm SPArm Sm PIF SEARED OE SIDE ONLY 1S CA STAPLE ( 1.75 M. C K aQ MAx Q1A'AT 1/r TUL 9" d. 0.G WAX SWAZIED OE WE MY 15 GA. STARE im K 4 K OC NAL a131'R 1/r PAL Gm K aG iux SHEAVED pE SCE OLY i6 GA STAPLE 125 K 3 K as MAL OJ31's3 I& ML 4.7t9 K OD MAY. 9EA11ED ONE S DE COZY 1R Ci STARE US K 2 K a0. tax - Sm "it 1 Gam -a f/r MAY. U7 *L QA WX M24qlXWSI 99ATim Off WE CKY 15 GA, STAKE L73 K 9 lIL DC FOUL 0.131's3 I/r wx ZW 91bTI&D OK SOE @LY m m 5081E 175 K • K as YAL a131'YS 1/r HAL &M O. as WAX SGm me SCE OLY " m Sam 1J5 K '3 K OA UAX QIM.3 1/r RAT, S77 K Qt. ML. SUM THE SCE ONLY t5 GL STARE tm 11L 2 K as VAX - SEE NOTE 1 0.131'13 l/r RAL Z10 K O.C. UAL ' 2=4 PIF SHFADm ew SOX ONLY t4 GA STARE 1.75 K S K QC MAX M131'a Sir MAL 6.03 K O.C. MAX =14 RF 9EADIM ONE SCE OLY /4 MA. STALE L7S K 4 K as MAL 0.Wx3 11r W& 4 e= K QG um 4Ta68 RF 9EA1Tm OE SDE 0I0Y 14 Ch STAKE VS K 3 K 0.0 tax RISES t(r Km 129 K OC WL 505.96 PLF 91EATHED ME SLE DLY 14 GL STARE 1.75 0L 2 RL 0.0 MAX - SM NDIE 1 C.131'a Sir RAY. Z50 K 0E. MAY. =74 PF 17EAM ORE WE OA.Y (Lim WL. AM 94 6 K = MAX a131S31/r HAIL Lim 14 O.G PAX 44316 Ply SIupa ac WE OW.Y OL131 MAL ixs A. ' 4 K as UAL at31i61/C WL 3AM it aC WAX 3a445 PtF 9FAT140 ON: SDE OLY Q131 am Sim PL 3 K as MAX (AIM' i 1/r MAX IZEM K Or ML 7462 RF 9EATFFD ONE ME ONLY 0.131 tad I.ers K 2 K =MAX - SEE N01E 1 a1317s3 IAr ML ?LIST R aL MAX 84266 pF SIiARm 11D li$ IS CA SFA4E 1.75 K 3 K as WAIL0.131's7 7/2" HAY. ZW K OJ: MARL 80.56 PIF SEAM TWD SDES t5 GA STARE L75 K 3 DL Olt MALL 0.1SIY31/t MAL LAW RL aG WAX 1170.9E PIF SIEADm TWO SUPS 1131 PAL 1.Y75 K 3 K 011 MAX J104 T/r RM) SCIEW Im K D.C. WAL ISMS RF Sam ETA) WOES Sam kAL I.M PL 2 K 0.a WX - S WTE l 0T2s31/r L'AOD smmm TAM K OD. MAIL Hom FOR T66Ilml1-1 T. SEAAY/L.9 TIM S MIS21 O FA7DDm r DS MAMIX M= 0=0 ST= AT ALL OSB EOQ.+ SSNRS MA AT 9W OF WAIL SFt;alEl M Z WALL. Mm SPAM IS 15' 0.0 lim" 3. NO G= t5 REOUNFED. svom FASTOW OILT. 4. S1011i$P• ON VALL 1S HOT AEa,TED W BE TLMTKISAM ACROSS ANY OOFHW= (WALL TO WL. WALL TO ROM GT STALL TO CoUm Tfm* S 0.170 MASS OR 033e MALS MAY BE S1958RfRD FM -1W STAPLE % fib CL A t5 CA) FDA FASIM4 SHUnaAO To RUNM W A SAC M OE B W OR AS c9rTEFTi D IN 1NS APFW5 11) COMEAC1101 WAMML C8 FISMU SUMMUTAIN 9F:ET3/PaM R wmie16 PAsmm - ALL mu FASIETSLS FOR SPEcm amm SEAM wmm (PIN) ARE r ax- MAN6iW SPACD# (AIL FASmm nm 7. F EEM SPACM DEW IN THE TAM SMLL K CU== AN ATW.tK SFA= FASWM WTY PAC® D6 WAM14 AS EOM M THE AVERAGE TAIWI FKM ALL FASTT3M IS EDUAL M OR LESS SRAM USE 0=014 SPA= MLC= WPM 10 SiUnM MID/OT WALL FASTETTER ). d ALL "mum E SUM ARE SLp= 4 VALDES TWON am ESR-ISM T0. 12 MM FASIBIat P0ERMIM %M F8AI Q IMMM (S 1.1/r LIA LSS 0711M X DEMO IN TTSS V SLE D ALL FAS(ESAA OILS'). IT. TABLE VAINES MAY IS @ITBmuml. IL ALL VAINIS a TIE TARE ARE SAM OS Ve APA M =0 MIM 9EATHIA - GTEA1ED 2011M TNOOtS`FS MAY ✓E 9033mu D. iS TABLE VARS IDLTYIRD BY 0.02 FOR SM MC 1.4 FOR WIL 14. TABLE VALUES ARE W= (E4 SW Ua= (WALL FHASFMO) - - -- -- - - - - _ 803E DFTALD AAG PI.A175 AGE OM40DIIUL AM PRWFtUARY MATIT°ALS 111E CLYLL@DTT QF 1Nt5 GRAar4C FAC CAW t7ORAN CaGME1I11AL WW. 99 Hal AL- b aL M1 -r CL T1Z M tSA eMT ATPI°YHG rm mv.•i.a Aroouatr KL Mlm 9piTPRi 1Y.91dD ID ARi WAf.A 4AA > �O r ac laui�imamT 10AiAD aiAr e�i.srt ana � 4MPUo �� P6RA aiOQ°FJ(19 GAOL tl BN��n � AaW TciGtAf ATM°I I i s i d AI{R Orb i i 0 .4p1+,.9PL WrsCRm®aa TN; YAK 4F1D/tM i�{OH9 mas900 tSt or CW. ' VIl1lO TIED j PAT.PtP o"n ww" � i-Am . r Pom 5A'an Hoar, ,.a tlm tw.a 7Ao AS,Ow®1ri 19Kt Aro m a�,Wrrx OAaWf AtooiL rnmY iaGYlm aWAaea T1P. NNLFD TMISS oEYAL OWY REQb M NON -FENCED ROW SECIM Sj "m SEMON )Dd L SCALE: 11V C 1'.0" DO9A R%V `�C�lW -- WIIr IAZ �1 GIRAL axITAYYYAT1t lIRL1 AM 2CM0 Ta74Ao txaw�mlc Weu s sum mP¢art .rA AattxAPPr Ptaut. G°Y.11as NO m�T• Imaan - oe-rro n ante. MATNO U19S) CONNEC11OWS) �.SMON MOIDMRA +� SCALE: N.T.S. HDUS-SD525 .- 1W TREADED RED/ANCHOR BOLT $MIT -SD= 1 T Td=m Rtm/mmm HOLE 3' Y 7• x S/1 r JNMLM TOTAL PLATE Ig M FLOOR JOISTS SOEZYAL. OR MAIM UNE WALL THE ADJACENT WALL WROTH (DOCYd1E55) MAY BE INtlNDID IN THE EFFECTIVE LEN01H OF THE SHEAR WALL THAT IS ATTACHED TD TIME: ADM4ENT WALL. SHEAR WALL EFFECTIVE LENT" VIEW ICl b � QJaA NITYAIRr 8lld tUtMO tRFIRID tom 7Ad . 1 f/Y a l! �TA.tlA 611LLIOA-rwl wr r We trx >oAao Rnl As7rttcs Rf.R¢ rr Dnea 0 0 TYP. Ms m TRUBa D£TAL (90T Flo D CIA NON -MGM RWF [Tc TOO SECTION. OEWL ScAu. N.T.S. REQ'D MATING UWS) CRY-TN/-ASMG Ee SHW6ON NO7H-SOSSD OR HMIT-SD= OC (K. PROOt APPYWYAL MIABER - FT 484 FAST4�D TO DOUBLE STUD FAN. (A) OL -- -- - -- - --- _ - TD $A. SRfO AT Tiff SOEWAl - OR W101G UNE TOUT (B) PTA THE UANUFACRIRRS RFfLrO$itDAnats. ' HOUS-S=n - 710 LESS MINT-W= a 911W IDS . 5 (3) E= .E11nT5 (SEE O G1 DETAILS G5) H0.CES 91FAR l g R � � - STRAPS OF Ew4vALII4T 1TORSLLE CAPNCHY A Be USM UI UEU LF DE lLRACNEiS SIAM WeN -SEE OTNFR OETALS END TIERS _ ESE NEW SIMARWALL FAS7ENfNC TO JOISTS (FACTORY NSTALLID) slot b Nqgws $$y PMLESM WMMA=bf. ANY UHAUDfCOSED W- CL ma. at!RD9iRE. CST O15D56UDOR ff TMa PAC= Z AMT Cr nff ONSESH9 COMME&D 110ESO R, m SDOCAY PTA By JMMM MOM AND MAY BE UATAVBO. D+= UA7D 5 ARE .n vela-ec ero ..Nv ,w�r..,.en w..a...,•....N,....n .N.w.wu ....unara.,.w. ee.m, u,vNeee.l w,sc Hoc llDeseY9 O61•Yl(S llYt UI ITc 1`AITMIC IPP M GYIT IIptC imllRRliY lli 1d1S1Y6N {HAIR All IAfJ(IC DFSSRJRI IS1P118r.Lr .... A)tEA AESEBVI D FOR LIS O AGENCY AP@BOVA1. STAWSt P-e w e PpPROVFQ tm t6N csoiglrlin 6 8-28-15 y ,,«a NO X En wwt mYeLr Z Li + ww IDS rm,b awm t �y OV 1Mi I A4 ranap4amvior�ee"`tmw aima"�'milo F.Q yy .®owe. tsR'1'm �'rwm miA.en mmRiarmorBB. �CgRTERt" MR ROW CCLPUES W/ 20/4 FLO:�DA TIES, CDD� 9-17CORT c d1TS n m.. m• xum C UNY 2"b 10. 9U1n A W-1 ssthIDls REVtS NS Q I BY I 'DATE A- A FM.T./N.T. AWN. C. MYRICE it^ � 8/4/2105 SCALE: $Neff; 11� TALK: ENP9mlre 0 -DWS1 ISO MPH MODIL. MOD-961 . 4ACOBSFA HMO. SAFETY HAFSM ROtffiA ALL RODS RE55SYED. PLAN NUMBER MCP-2194 (Ybsty DESIGN Sm SPED: 1TYT I" - V.dt WIN--t¢) M" MAN ROOF HERGAIT WOrp 30 TEST DPosD a. D VW IMPORTANCE FACTOR: I. - IA MsoR1u PrmwRE Catsmor Ow - on (EAd9a4 KAM V.EUDGRY NURRTIANE ZOND NO . J.I �/ OTf¢A APPROVED. LISTED TRUSSES MAY BE SUBSTITUTED IF MAMMUAI ROOF ANSPECIFIED ASOM IS NOT E„=M ALL CALKS CONTAINED VMM TIM PACKAGE ARE BASED ON THE YAA ALLOWABLE BERM ROW ANOE SmM A%VL TNa soma¢ HIV 1a2x [e4am ew wCCWH w acvwTnr d A Tor[ mar rmraATtr ALLOSAME STRESS DESIft NTERIaR ZONE' 40.42 PSF (AW - MT • OX) LSD PRESS IW (ATO-W� END 2016J 72.53 PSF TOTAL MTOSED SSEWALL/rAV4 AREA:- to QIGNES / 12.0 ao FEET SOW4A42 SDE8'AU. %OIL (TOM ETww+z / 2-05as Mores / 12.0 .. FEET ROOF MIN IN WIN BET.EOTM MM 3.09 / 12 ROOF AROE um saw= TRUE, 17m r (DEGREES) MAXIMUM ALORFD DESCH ROOF ANOM' 20' (DEGREES) OR 4.37 / 12 TOTAL GLS((il ROOF HpsHr. SLI4 Moos / 12a - 4A28 FEET FnalumlAROLvr ®Dm Rle lwm orxm aD.lm alaTAWII IAmi I9xWp1 NAn MW TtmaT6 RCfaOR 4Yiibr rO.W Ala Ax U.m Plwrr - SHEARWALL NUL 9tEARWL&L ImL Sire'ARttALL A>AwAi ams•Wm sloe war M alcit9.TAI9Aw aa®, m 1K0mx+a NAAa N4wa tm(iir(00 Lamm Lamm tarae4w AmoeawarOat Nut rr Aa•aTd ®IIAwn+maanra..NasoxYeUO IVVMU9 ALLO AG P SEARIVALL (E3tE'D+: Im ! 33 - 3MSEM MORES / 120 - 2571 REST WALL 1: W Tnr Anw>m eA� arA wv - wx l�OAr WAU 2: TAe•ASAn um wTm adt9v . 0e wx wLr 9 mL SmTTO: 32 INCHES TOTAL TRIBUTARY SPAR: a13 FEET FAIImI •/ ra m DING - O• a UxaN ma ..9c WALL SOMM 51 OUCHES TOTAL TMSIS ARY SPAN: M68 FikT r x y r. mra• wm.- t.>• r. Torun • x m oa DINES WALL IIECDOt IIINCus sraa ram war4TWPMPoTa.mm afeu mm ores nr grvu. PAmmrm -ALL VECrM S/ NCHES WAIL w=m 0 NOES END ZONE CSTANCID 413 FTiT T9la R4m9%+'ATA.>vsO •3>K Rw a 471Y aC ®x gYxq WALL CaLIRk 0 INCHES FNO ZONE 019rANC8 7.8 FEET m r1r? aqa a ]AVC Oa tox taewa WALL SECDO: 0 INCHES INTERIOR ZONE Dlst'AHCE 0 F&7 m s •oee a 4ew• m uat - 4Trcmaa WALL SECTION: 0 NOES 114115 OR ZONE DISTANCE 2M FEETWALL r>a 7 afire .Cam• 4a "'_ - aaor$m LOVE SECTM a DOES (FEET) WAD. SE�OnOW a Mo�ms (Fum mm. (as'F WAU- SOCDEN, 0 warts • ¢'FEY) sDmu Two. (PSP) E TOTAL {ENCTM W WALL " NHDFEs DISTANCE R OR ROOF HT. Y DW - LOAN RF PONDS TOTAL LENGTH Or WALL Tau 09 ES DISTANCE R OR ROOF Kr. i am . LOAD N POUNDS ODRUFD W. ! 12.000 NLT� WALL Elm ZONE LOADS a13 R 4312 i 72U57 . 135" POUIw I OIID� BYT ! sum osm WAA 00 TONE LOADS 7.8 R 4za Y 7- . 2b' -% POUNDS TOTAL UNGTN W WALL OX FEET%ALL INTERIM ZONE LOADS 0 x 4542 R 46,42 . 0 POM05 TOTAL LF3L07M OF WALL9 FEET WALL IN1T:7IOR LORE LOADS 7.68 x 4.542 i 4&42 - bZ8,T7 POUNDS ROOF Do MCNE LOADS 4.13 x 4.AW A M24 35L43 POUND'S ROW WIND 20ME LEWFA 7A i 41" Y 19.24 - 65432 Paxm2 N41met Aa•mam Rmo ifa6lx4�iA1RiD ROOF R(T31mR ZONE LOADS 0 4.428 i taAl2 - 0 POUNDS awC%L 9tl9�mT,a9r Ab0l'AOOD - ROW INTE7NCfi 2aDE IAMB 25a 4.47a x 10.62 = 134,32 FOLAFD9 e..�saaPsbTAw O•arATaa>saN�N x TOTAL LOAD FRt 9ffnRifAl1: - 17som POUNDS sr9mL mra.4wlr lmAovw4m mma x TOTAL LOAD It-L SEFiARML, SM.%7 POUNDS .WaXT. 9.�rm,-ma:a ti,.aYRa.a•.arr,-r,..� TOTAL LENGTH OF SHERRWAu, FEET TRIAL L940M OF s,EARDALL r 9 FEET a tza rmar•-•x a>•NNe- m Nam lvmFr+rPOAt roe •Ya-mu DESIGNrJF1R VALUE(DNk - =-,I FTF a rarran9rax aawa- a Hasa xmvar Nv9rACFw raYra.r DESIGN SHEAR VAIDE(MV1 - 444O5 PIE' mmn•xua mmrmvaw- ; SEARNW1 HEIGHT •M -FEET wNema l•u vor e9vaaAP- • ro�a.Nmxr�o...Ra.a•ac w ty.aaaP.rcYwAsa- mov.rcwt ,wae+i. ur 4+nws m u••om:I'. vxaua. Ia1FARrGLL Hamm GAD, ` BFFET P1111A•WaO4xmma9P a •vuTax¢lm®eavt+wm.a OVFRTIRHM POW LOAM - 280E POUNDS � OYERIUWJN' OPa°iT IQAO; 3997 POUNDS - - aOfJa •rlf Got OamRmw_ • mmamxn Rana AOSAalwoa W.ALL31 1nPAMmrDammmv�sa9-mm9Wx o WALLA'; UnaN.WTSaPAmRwnaw- SO as 9 1YA11. SL'Tdt 110 PlamB TOTAL IRmUAAY ePAM 15.1m FEET n4Wt •! t•A a11s Wd. -LAD aL UAsm o a et ore VAIL SECim.t 50 MO R'S TOTAL TRIBUTARY SPAN 12,04 FEET rAsaL./ as AIL - tm4 ESA Team • I Fa w avot Imo were r3rvwl IIAN6 mm tAaLL saa �,YAr 11AaRAL PAS <tAm NTALL SECTION 0Ma(ES otaRH991aWfA>$Ym m=:, WALL Warok 0#I= .,.,.mnawtNY/A1n.a NuxP WALL SECTION: 0 MORES END ZONE OSTATRtm: 0 FEEf LAD aw r a tK MCI a amw• ore,aw sAe+o WALL SEC7W* a INCHES END ZONE DISTANCE, 7.0 FEET ua 4m . a r/r �ar.Tar as lrax sawm WAD. Sumov: 0 INCHES INTERIOR ZME &WANCE I5.90 FEET m 2 Pua o Y7A4 m Lux - s9Jram WAIL SCCDO I a INCIES INTERIOR ZONE DMTA3,L• 5D4 FEET Ot 2 N" 0 SAW oa xAr - 6OGiw WALL SECTION, 0 MOUES WALL. SECTM a DTareS (FEET) WAOL SECRI D NCNas OFEO WEWALL TIM (PSF) WALL SECTIO . 0 Mares OEM SDEt1 L TTae. "I TOTAL LExcT1 of WALL no 1KCRES DISTANCE R GI Raw 10 x D•P - LOAD IN POUNDS TOTAL LENGTH W WALL so NOES INSTANCE A OR ROW HT. A OW -COAL/ M POUNDS DIVIDED ITT. / 12MM MORES WAIL ETD ZONE LOADS: a i cm i 72M - 0 POUNDS � mumEa e1: / T2.W0 w0im WALL BED ZME LOINS 7,0 x 4ac2 R 721T - 2559.W POUIM TOTAL LEROM OF WALL 947 F£Er (PALL INTERIOR ZONE IAAD& 1&09 Y 4.542 x -09.a2 S.GIB. POUNDS TOTAL LERM OF WALL 11.17 FEET WALL RRFSOR ARE LOINS 904 x A-542 x 4L42 11092: POUNDS ROOF Elm TOIm LOADS 0 a a428 x T024 . 0 POUNDS ROW Elm mm LOADS 7A x 4,42E x 1924 - 60432 POUNDS 9drawll IaaT9m mrtLn Aaaam�/sera•1 ROOF INTERIOR 7lJNE tna➢s ts.9D a420 a NOSH - 75t92 POIAmS ROOF INTERIOR ZONE Laos Stu aa2D Y ma2 - 237.19'PaamS >wu.aammaRmr �aw9emPx ire mA®u.meRT[4v1 NnAmmrw mwaal 4 TOTAL LOW FOR SEAWALL, v 42M41 POUNDS TOTAL lOAO FOR 9EAR9ALLt . 4550.52 POUNDS mAmYr. vRr9.w-ma n_amarmwa-wa.v MnsRaemrmaxa lvaxTaa9AN•m1 TOTAL ISJ/GTN OF SHFMWALL,; ! RIJ FEET rota lE1iG71(6 SEIEMTWL / 4117 FEET w ,aJ.aa>x•x mwa- • mna.®.n Ar..ra.Raa4ww w fYirWta•••seOmxcl m•rcaammwr••. tl• m9vu,c•lm•mmrT mww.aPRwIRrss-vr+mwmWi w atwea lw�W•9 m ._ • rowa•®a mv ��IrTmr•ammm-•4e SEAR VAum(wvQ 1mz. PLEOFSGN SEAR VALUDSYF OE9aN SEARWAI: MIwm O FEET SM..&AL HUCH a E ET - msmlla rm•ar mveaw. • mamala TaM.oTvulrsrx.xR WORIURNONO POINT LOAD; . 4T0l POROUS no.0 l.aaaormmww- A awammmmv mrmP®4 09SRNwm,O PLANT LOAN 9894 Panms WALL M- - T/• AuaR9maAws9Ama1 - �msoxr m� I WALL 6f - - - - >ncAAaaumw�ewm� _ w¢sRaxr 9 WALL SELDOM: I10' W2E5 TOTAL UUMARY 91At: 3-A) Par N'aT¢A / u °"' sa.•Ix -13N K UIOAr m a a NW WALL SECTION 0 INCHES TOTAL TRIBUTARY SIAM 0 FEET WAN. Sa1101: a INCHES Ta•9x nP w u •vttx PAxn ma WALL SECTM O INC ES WJL smiot 0 NOES 00 ZONE OSTAMOD 320 FEET 1ffiL m NmlAmatATaas a rK IPrvE • m m rat vAoa 4NJ1. SECIIOIR 0 NlDmS F}m ZONE OSTATKE 0 FTDiT oLL R IYTm 9wANa - aE rxY maT WALL SmC* 0 INCHES NIFRIOR ZONE DISTANCE` 0 FEET GALL SECmm 0 NOES ODERIOR ZONE DISTANCE 0 FEET WAIL SECOWt 0 MCRS WALL L£CDONT 0 NtCHES P (PALL �TOt O INCHES (FERN) S M%L Im (PSY) WALL SECTOL 0 IRCHES (PEP)TOTAL LENGTH OF WALL: Ti0 INaSs DISTANCE • OR ROW W. ■ DPI - LOAD IN POUNDS TOTAL UENM OF WALL; 0 RtC0:5 a OW- LOAD N POUNDS DIVIDED om / NINON MARES WAL END ZONE LOAM 3.39 4 4.542 - A 725E - III&M POUNDS I DIHDED ov. / 12WD INCHES s.542 % 723E . a POUNDS - - TOTAL UENSGI OF WALL 9.12 FEET WALL INTERIOR LOADS -- a i 4342 R 4..42 - a PaUmcS TOTAL MIXON OF V"' a FEET x 4- R ISA2 O POUNDS ROOF END ZONE LOAM 3.39 x 41423 R 19.24 v 2SL42 PIXXCS E7H LOADS --0- --%- 4.420 �R-1-24-.-_- _0 MAPWS. 9enaaLvaRm m Ram m+e r.vaawn ROOF INTERIOR ZONE 1AA03T 0 r a4zR x 10.62 a POUNDS t0A01. 0 R a426 x tDS2 - 0 POUNDS asraRi,aumrv>orum sa•e mrdirAGAw) ,m•wr,i wo(Wxv+rw ammwq TOTAL EGAD rOt SISARWALL - 14o9 Froarms ,Amm g,� IOTA! LOADENGT Far S@UIRWALL: 0 Pallas Ti1Rd. !R Yow-mmn a ImaLJ aNewa - Aeaa TOTAL LFNeiH C' 611EMLTALLS / 9.92 FEET RAO�. w9+mr rnm-ofan IOTA. LF}RG1H CY SHEPRYYAL („- 0 FEET ore 4m'.aAUF.x ea-.. t LLUlramom.wwAa4 ra Aa4••.o DEEM SCAR VALUE(DSV): I0.54 PIP w ea.m=<.r awroa. W OEM%EM VAUIE(090 - OPIF wmua rsum menus. 9 p•0��te•xR rmmrsm4 'MEARMI. fIopm. x 9FEET naresa mAa a9rmm•m.. SEAWALL HEIUM s Orwr w Ns ramv. v•ewa. a IAaa Ax.vP4Rnm.w re,m9r.•rYsewe• e �maaas rrmr m v c.+r- • Iva m ew Tuna rnm ammo OPPgRTIDOttNC f10IItT LOAD, - 1274 (>biAmS aswa xmaaw w w Pa-. a a14RT1RIwtc P0N1 Tp11iD o PTaNOS WALL 73 a - - - - r/w A•aw ilID Aaw w ®- as u4 aAT m- WAS, 8 - -rne Awwlm Ram9vnm - o¢wc 9u w - V MU. SECDat 0 NCNLS TOTAL TI�IMTARY SPAN: 0 rm WAD. SEMM o INCHES TOTAL TRIBUTARY SPA10 0 FEEr WALL SWOON, a 91DIM WAL SOCTIO: 0 Maim VIAL, SOMO , 0 mT11F5 UD 7AN<G DISTALOE• 0 FEET wa1 R TAe[x - SFOWOR: 0 MOUES FIND ZOtRE OSTANCE: 0 FEET •u' m /ttb rmA w� OfAtl.b - 11¢ Ae wLY tcoo PArm 1L6A1Lm - mC mlr WALL S CIRM C INCHES INTERIOR ZONE ObTAHM 0 Ff2T WALL SmroN D Malls NTT RON ZONE 13"ANWm D FEET WALL. SECa t 0 ma1ES ROLL SECTION, 0 NORS WALL SECTION, 0 NWM (� NAIL SECTION: 0 NCWS (PS') TOTAL UMM a WAIL, 0 NOES x OW - LOIN IN POUNDS TOTAL UN W WAIL 0 NOrtS O T. x DRP - LOAD M POUNDS aWOUT en ! t2OUO Nabs a5az x 723E - 0 PMMDS OMDID Br. / E2DOO INCHES W a642 x 72a3 . 0 POUNDS TOTAL iLTIGiH a pAtR D FEET WAD x +342 x 4fl42 - a POUNDS TOTAL IENLTH a WAIF o FEET L.am x 4.542 x 4a42 - D Potxms MASS O A 4.42E x 1924 - 0 POWDS IOA➢S 0 4A20 Y 1924 . 0 PRODS DNaaN4FADas9m Raw mmlmV2rIf.ANO LOAnsL 0 x a426 10.62 0POlxmG FNrDmm mRaa.� W>flwO LOADS, 0 aA25 x 10.02 = 0POWDS oo.xn+. em4wr rt.eo-r TOTAL LOAN F'CN iARWAL, . O r4AaDB sva.•r. mawrmaoot R TOTAL LOAD FUR SEAWALL 0 POLMS TOTAL Lemp; OF SEAWALL 1 0 FFtCr wav- trvr.ae-maY TOTAL LENGTH W SKEAWAW / 0'if-eT w tam r amx r er Cosa. a DES CH SEAR WLM (G5Vk - a PLF DESIGN SHEAR VANE (wq D PLF watm,vas e,w mvswr- SiEARWALL NBC" x FEE, 91r•m-1l�awwmma.a. SNEARWAU. NHa1r. x D0 FErT rs aYP9i r rc raax. a r a9rr• • >r Ion. MG - a+anaVmavwtmvsws. _ - - OVFRTURNNG POINT LOAD: -0 POUNDS - - - - ovamANPOINT LOAD. Ppxt0.5 - velm rras umA TL9 vmr. RWM TO 071M DMIL5 PCP SF(EARiWALL SF)EtiTHMIG / PLF TABLE 600 PAC KM MUM Eli( HARUM, F, 35 727 726-1138 TOIL l•P�T nr AYID NAM maim 3 H•L M A'am w MA& A m. I ER" A= Rat. FLOOR .ms 26 WF la F DOR NSIATma R-22 '.. CRAM I -(SAT -owl ✓f tR Tvm rum xm 9Nm- MINA" FLOW I Dim Mac P6 .lmm 1D/SY am as M"COD 9A FTDGIR Cm1171Y4• Pamm Ioxm IMa/Rr/omm NA .. a•Yx,4.R , I� _ a,� rM EXDwOt ROTS HOP PATE OWMN 7R0 t!>y R WTIOA RUITE (wb 2m ON A EXL iFFAll m 2m SW P ¢SODS 7n4' APA (A RZO RATED mm Doom -AL7- SMM SHE. - POW W4LL NYAATO" am 000e. x-19 Hmm WC wCG�[ff� ((Sam OR 8/ CASE OmRm r..a Awn• N.xt. I W. BULL Fmft UPA Tvao a ml (m) mowx MMIA:d 0R ATM cm.) cmu- lmwe 1/2' mmm (m) eaN •T99ATmw ttlp 9EifffiLS WT Mmia mi. (OTC) ROW aPl VO 7/10' APA RAT® 4m = MINED (ran) 1= 00-195AL FHADW PRODUCTS mas VACNM Ur OD. .v ma: Ax,M Wart (pwm wm AR ST72 W , ' A/C TBEt ' REFER TO Mom G= wx SFm R3ER TO mum cuts Im a F OF RISER OaWk 0 Rm l re W R TD F1mmr CHx- UM,TT9Er ROM TO TDOM, cubs RE, a +Or tznM Do" 0 Tasiam r aasn r�e+wr.nraA K.m aF lmT O A W A u+rsc N P 4trT,faS um W/ N® UIL a / W WAWt WATLRS t P P tF S�ALaum ITAiD! NA.OSE12 D / 4mmcWc CA1T3 W/ UQO: D Iw1ER 1FA1Di a+t 40 iAWSN / W STANDARDLOUu 1 Or ADaESDs 9AUR a.09:A 0 0 urmU6 a RAXER HEATER TRWO OEaaIO n ffi@�IF1kRtA(A%f. V DMIGN SP'EC'5a rn A r= B si 7253 PSF 12.24 PS•F o C e 0 - . 48.42 PSF 10.62 PSF GNN SHEAR VAUI-• DESIGN 32a71 PLF "'SON 'b1(E.AR VALU 141 x Pu O GVMVM14 FMM b OVERTURNMG FORM 2567 L99 12r4LBS DRUM SHM YALM 44400 PLr DESDN SNE,ARR VALLI, : arty. OVERIvomtG FORM OVERTURN= FW=- J997 t85 0I84 O DESIGNStETiR vALDe OVE1mURwJD FORCE 4as.53 PUP O De. sHEM VALUE: OVERTURN= FORE, �, a Tress � 4191 L� DESIGN SWAN YAtlffa 1098.24 PLF omm SPEAR VARLER ` .� r�Pt¢_ otTRluI0m5 FORM 8 OVERRAOM FORM '+ 559418s DESIGN wetu CA710N5, ' 1. MEAN ROOF TIMM umft 30 FEET MAXMLOI 2. T)AOR LIVE LOAD,- 40 PW S. ROOF UVE LOAD: 20 PST' a BASIC WOAD SPEEDS 180 MPH - VWt (U19Dt01o). Q WIND LAiPORTATlfmFACTOR, tW s 1.0 R031 calLryar)r. A 6. VJBED FA110 IUMM CATEGORY, 0 T. INTERNAL PISSSUH COEFFKIENTT OCPI v 0.16 (En lowd) ROIL D®TT' Lww PRES. (Vasd} C a O WADSR ALLOW. STRESS DESIGN 0. DL°313N WIND mmURE3 FOR COAM?d]AFIS AND 6ADO15te Val, ROOF COMPONENT Rr CLADDING LCAD: Z ( BPR. y ZONE T - 33.47 PSF q -83.D9 PSF e� a > ;ONES 2 & 3 m 33.47 PSF r' ^736.75 PSF !Q 0 ROOF OVFRN1At4ar 0 CO' • $ ZONE 2 v -10823 PsF y Y S >' zow2. -.Ts127 PSF SA iLE - PW - VtALLGON/POATfW AMD CIAMMG, LOA➢. WAFT / bEDBaDN S ZONE 4. 59.07 PSF � -6295 PSF > > > =OR S . 58.07 PSF -77.69 PSF MUM LOADS, ' 9. DESIGN WIND PRESSURES FOR THE FAUN WIND FORCE REVISTRSO SYSTEMS (MVffrq - SHEARWAU.S-. A = 72.53 PSF (ENO ZONE OF WALL.) D m 19.24 P:F (END ZO E OF ROOF) C = 48.42 PSF (TNT. ZONE W UAW 0. 10.62 PW (TNT. ZONE OF ROOF) - Ei47F srTyyee�LTTgqp9!! OF •I wo ROMDA a.i � avdalac: f.VRAP IODIC• F� �" ?5 �FaHp� {ill �14ff� ttSS = )fz 119t9JJ��?I'�O ��F • mtlp•4A����aE++ ��A����AAy4 r 2011 E9K 3 $�. 2014 FRC c � /R v APL®{DNM nng hg� 2014 MC ���� `a8� HIP aNlaoY, 2014 p��,,A/.r 00, AREA RESERVM FOR Li3MG AGEMCY APPROVAL SqA MS. PpPROVfO aReaaaw. ° .j.• 'm 10w 8-28-15 ti=7~ °' mmuN •� NO TO N mrm ao rtLT w•x Iamr a� h ninoe A P3 x•m•maO$.- W Sn �� � ma•rm aO YS Y�-21W (Irair•1 a9.�remao�i �L �vmw4+r rxOvn ma mmm Yw•aArm Iwo r. 9.4 mA nor 4 yF 5� RRMDI 9.AR �.. a sAr Uam4 m9x -swan Amx%vl iN6 � G9 aeu•.m®mxAax9,wramvrtmtuac av w.TmAw ff cA RTER P •"•° R"°a..Tw n.r49rse.ao,:Rw. xra ®I R A Ya.a An-FNta axm PAAY HwRrcr a rasa m a�N�ua9 rAm nc Ranm. wL•Dw msaa rmta. COUPLES W/ 2014 RO+DA RM CODE• 5 E`B s tEl'8€6€ff5[L���� o. 'mob. yF 2102a DOLNNIY ROAD 15r A1RF A lai) eaR ALTO - vft- a MYRICE asam U.T.Am DATE] 9/4/2105 SC61E7 3/16, . 11-e SHED. 12 OF 1 VIM: ETgwsm D ows, Tao MPH p,100ELa U011461 HESE DETAILS AND FLJL'N5 AM CONFIDENTIAL AM PRWREFARY UATFRIAS THE CONTENTS W TIRE ORMG PACKAGE. CONTAIN CM(FID84TU L NNI)AR PRIVILEGED UffORtATIVIL AM' UNAUTHORIZED LIB QCP MG DISCLOSURE, OR OMMERLDON Of TINS PAMM CI ANY OF NNE CONTENTS CWTANOD MEREK 4 STRICTLY PitCIiIIII1FA BY JACOBSEN HO= AND HAY BE URWIEUl- TNtt.E Wri73AES ARE ' IROY,OED TO TIRE RECIRMY Iran SPECIFIC, PUOPOSYS OILY AID S"I. ACT BE SCANNED. COMM OR OTHERWISE REPRODUCED AND/CR MIRMUFFD TO OTHERS FOR ANY PURPOSE W WOUr EXPRESS WATREN AUTHM=hTAYA FROM JACOSSSR HOHE4 M DRAWM PACKAGE AND ALL RB OONTFMS Am THE E=U'.sVE FROFRT' W JACOBSEN ROM. ALL Rjwm REuE.R m cwyFm Hr -.w COPWUOW •'cam} 2m5 1 JACOBSEN vmm SA m PAmOIi NDWM. ALL MOM RESERVED- IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL 430 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 17 GRAVITY LOAD: 2370 LBS F31 GRAVITY LOAD: 700 LBS GRAV 1650 LBS UPLIFT ii] GRAVITY LOAD: 2370 LEIS F41 GRAVITY LOAD: 700 LBS GRAV 1650 LBS UPLIFT kMY ATFAE Hill EN TS.TD THIS STRUCTURE SHALL RE CDIFIIPLETELY iELF SUPPDR'IT'IN S AND %HALL i41OT TRAteiSFER ANKWOR INDUCE MADE AIUD/nR EITHER FURCES MV-F® THIS BU11.DINS'STRUCTUHR_ Kim WF31 THE ARA DOO'AM tiff OSORC/SITDCTUR O TaNOnS9. tlEL d LL POLY YAK SABOPR H0:01) 0\9i ARfh IDldv SE tTF tAIL lPW"f OTC rACtCAY YAIb'faptOl ONHSFA O SLAO7C 0R S4ilCNRE [O{-92 6Y OO6t5? 4a5 YACdf aAF2?R 0�T>Q IffKi� 8Y Y.RB43i x@°g REG07> g 6 WG4 iWLL UFWi4 AI 1 SPELiCA OF OTATTOA 0E YADIai SARA'E7l ilLL liFFDT AN7 RARPANTY Oiilim OR RTP.aD SY At0'947N MOWS '19 WEA'n @iI} S.. PAC'Dlf TB116tt1A1Ol OVf�HG LEFT ATJC� W aM SSCtW pDG NrmrAx a A sTRAwur. miPO¢Tor _ T}i$ IAfJ.D?M"i/STtalCillRE 6 DE9INfD FIXi FIiEGDiN l�MD/4R A?Z I LA170N CR A STIE BE ROVED® SO ERT OR 04S1 LLM AND IS NOT DEQGtaFD i0 BE ROVED DACE SD F7T£CTL17 OR HNDTALIFD. ON-F E FUUNDA' IDIM 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 { A y E7C7MIQR WALL• �/ F-45 PLF GRAVITY LDAD 390 PLF UPLIFT LOAD M11393-9511 ® MATING WALL: a bm - Vdt Innate) 430 PLF GRAVrFY LOAD F7 OW D 167E PLF UPUFr LDAD fM = 30 FEET YAmr. EPNNG:Eg ( , 85 PLF GRAVfV LOAD 0 I-OFAM (ON-UME)a SZS PLIF GRAV17V LOAD C � W Ir C Ln16 SS A 2 W W iK z �wi vgs A 8 � L L7Qr0 3_ I � H H 3 °z F� 4 �� O 3 A' IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 430 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t GRAVITY LOAD: 2370 LBS a GRAVITY LOAD: 700 LEIS GRAV --- 1650 LBS UPLIFT GRAVITY LOAD: 2370 LBS a GRAVITY LOAD: 700 LOS GRAV 1650 LBS UPLIFT LIMIT ATTACHMENTS TO THIS STRUCTURE SHALL.HE COMPLETELY ETELY iEH..F SUPPORTING AND %HAUL NOT TRANSFER AND/OR INDUCE 13AAUS ANWOR OTHER F31RCES CWNTO TH'AI5_ BUILDING/STRUCTURE.- MOM 1U.L uuvm 7BR l VLOON smxmurA tw FROM EDSE OF FLOOD. (451 SO AS O®ta.M ITm.H�TTIsa HO Hew-m dATN.eW ❑ -SEE ®EE . 1°"lemc.tl N n gyp¢ .�4 .Tl. Lae Orm Rr. T� alp1G neA Pua Iasi � v R W. TAAs oAl. TYIE Ise. � T� Y.AQ o'mi �® 00 a�o z .z 9A. N OJ1V O 0 0 tl 0 ° a a iN p ta.Wb 0 0 o tl a Ell 2 S aA+ tl tz0at >� 1761 ° rzov o A a x R aa 0 0 o a o o° A o A a D 0 o o x o 0 0 a 0 [4 0 0 o N 0 0 PEE 0 0 x 0 o O 0 a x 0 O 0 x 0 CSHEA&WALL A, 72PSP 93 �/ DESIGN SPECS: B - 1044 PSF A.Ha awer� C - 4BL42 PSF 0 - I= PSF �ObAPH SMIt YAIDC Jail W O ,>ez4 el.a" rule T.LO. RP OFE7i1L14LA FO'Aa] zl9T H39 OSM71800'O IORiL� LZP. t!ffi 2 PtsaN '"'ARViiPID NfA00N 8 fa.® St¢u valr, A W OAeMTvaA+o FORD swt Un owmtlxm PGV£ oIA 11�1 SHCN.I YASIE MeFv ^ /' ` CISAPI TRGAS ut1.F oar ctswFam 'mtm v Owt OaLS OS- 010. vAum RRZ.fV tuaxl OavR rANRA 0 W 4 oroRov.D FGDat 8 pDiTTALtN0 AO1G: B®+Itse 0 �4 INN THE Af4A SPUM OR BLROAO/SLWCRAO: 5 E7N3DSD. tRA a it OO.T VAPOR SAAOF1r RD'D OCO+ alav 1TE '6FIRA14E TNM1 TZ FAOTaeY ru+ImLnIaTnN YA.inO BOIORD OR amTnelLAtE(ox-WFE OY anrYa} nos rAPm aAarotM FlodAm PTm t>@ SaaG'U6O/OD tlR •. W FOtRIOaD Or JACOTIN FImE9 OP DOLE AEOaO]RNT$ ..�.>,-pINLAOOI AIO/M WARRAH 06 00TOHG l vWO:T cos" Ho-o"L ® ANa TNIaW1T1 aFTTt� OR M1STRD SY AAAILOOe IDHHFS eTvrua TlaR w(vraaf7wmanaTDHCUM e "� a,i SAL � Q 71fs e�mmtG�r�cTt>� s �sr>kD FEa Etrrxnav axD/cR OOF�7Eo+NTornA OISTNI.EnOti e>N A SHE Cdd'IRUCir'A PFiOtAAENT FOIROAnON S15TF3. AND IS NOT DMM TO LE MOM ONCE SO QiF=M OR INSTALLED. 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 (A) EXTERIOR WALL 48S PLF GRAVLTS( WAD 340 PLF LFPLIFr LUAU 180 WH - vdt (wbate) OIPom D ® MATING WALL: SiW FLIP GRAVITY LOAD tRH = 30 FEET 700 PLF UPLI Wr LOAD MATING DPSUING: �./ .85 PLF GRAVM LUAU eaea+AA SA1Aarns ItPa1 H.R,F® Hm.p _aFHpm,.Lo mNLOI®,mar m IlATI mTGWl dr. aFOe LlpaimHbO R G.03.L aTtrae P y,o a.A Im.m : a� aRR tr•L � m� om� az a a oA. a Taaa] o 0 o R o ° z za N 1a10S d o 0 UT 0 a x al. a Lass o ° R x D ' ® 0 0 0 x v ° Ell 0 0 0 It ° a o A x a0 o a x o v A 0 It 0 0 0 o R o 0 0" 0 O 0 ° 0 0 Y 0 A - 7253 PSF OSHEAAWALL DESIGN SPEC 5, S, + 10.24 PSF pal WPM, IS D � 1�0.62 O(Aa1R.6 GZH.L srla aAule wePtntais 'guy wLac6ePs Ormam�DcitTSvuiSIGvGYAACC1TL1C'Dm. �/�L�\/ L9H TNTv.a saaT.v�HtOow +w .a0m1 tT rt D' Tv1L0ALACR a F scum +WOSN 7 SWveAINHL°K OfV ovmPAevDFo.7m an Los otatvlaswlLSGs UD tcAtN W.AR vcLA 1111RnA0"F /� 0® Ww YA1L OFV WO.lD9 V am mm MAO PISa WA1 fulfuriz tNbTAULTC w MObla..x S7A1R'N01 ALYIMPYi GN HG�7xC;f�t,Y ARM1'GFROIpi. 0�6Y RwuaeA PTnrae.�L eTmm�n wrPmv.rTn Hamm w AmLunA sauaemeim-mn.us II�RRPEr P�W6 AP lEf7lAE04E5 TRMO firAAY W F[RIWn WAIDY Aet 03ATX. R AApfTIOq l0 M DRLYSG TO POIlDAAiT- NIPRAYIO LTyfAWTTTOA YJ.rtA R7LI1T wn'sLuatvR HLuu.af TA THa wPa.LtrwtnuHZTGA A°wnAmAvr m-TaLulTlau M YOA wq¢.1AT 11WItP°L AY OA NOT HNYB IT6 MI®sA lYOW AR YOUd�1PR. .tOm�llw eanw.aa...'matn*a9 uv r[answ\pncnm. IT os vrrv.airow ti+�ay vnarw, AP ..Rmamr� rNNT xu oY w.am.Tm m' e�A aRrimi pHi.Pp e>1>aV NtAl0. A.t°ON YOHepal apRei N6�aulTMl ��s+TM.�R �ry'� `z _ �0-,� x::: 4 SM iP AR"O t / FOUPID ,TIONT 1 Ix ACAR OROOE TRM Mk' G' M THE RMO OPPARTIHDIY OF'131`9ffSS O IEO PRME39NAL AATIOM WM APpWOO i1A44 W-Nn CONTARI FOJJDA1T06 1. ALL LOTS ORML DE PWJMM 01TH OtAULhM ALA SHALL Be OAA➢EO 50 AS ARIA W TFIE F50IOIW AS WOJ THE itl0{l!t PTTOH PCR ALL SIn FOR EVERY ON TM CF ".Oft. N s POTTtok w S $OdNLTifB: ALL. t CRAM, O'ACES LWM SU➢M04S AFPRO.F9 t®IANCFIL IIFA[S N dIK TA FT. S W PLASM "JO lilt]. OF AN UCQ-FLOC@ WACC SHOT AS A CRAWL SPAM smL wr ae LOCAnn EPtr,. TE SWmtl OF INS FOOTKM taOFB TIME 6 ANY EYAFNf£ SAAIT OE O VAD-EATER MME MES TO W" R 017A6 CF Tlc GROW LETA_ AT rA OJTSOE 9°ADFA PORIK E L OR ]MAT SE 9WPAm OA731 O06 NDt RMLY O.Aa Fiim Sc EIa m 91G MIN eE maw mia OP TIE LFDFA 3DOA SPA= SHALL AT A W=M BE AS FOOT AS IFE CILAE FR.= "JIM LEVEL IAIES AN AICPOIm ORAAAOE SMIM, IS PRONGm l vass o7AP71.EE SPE(T7m a nm PACt M Doi ENO or CACH UdEARVNL C COO 0 OOAR.N LOCAOCTIS SAL. W W.m MTM . AOEOVAtLY MtaCOD TO FOOOAT➢CN AHD/ON YAIaHM m ttIANSDt AIL ITVF, CE 4 AM/M ANY OROMM OHpf® LOADS. ROTR i0 THE R-CM PLAN EGA SEAR/AU. WOtn O®0 LOA05 . CMW ttALo. OE PCAMAIM 9WL HE CAPABLE W MVP=LV ALL to S W IaSTN . am.-G N rm OP T, 91tOdo WEALMIS CNODa05 9AIP= TO M PRWOM SY YK FOADATTOH ST IR MAC THE PUM41M S EACH P.00A. LIAM OI107C6s NOMD @t THIS APPRDM SOLOAO F=42E XW MAKERS ARE NOT LSD LN ne c06Rd10nm w w 9TAOOD AT TE FACTWY. wow A MOMAM 1 T/Y STARN6 StIIL LE PO.DED Fill ALL nAOR JOSTS BY THE FawaLmn01 MTF3t (T81E'.WL 4t ALL -ATM OC ARAS MAIL GE Stmv = 0. LIE'mm 9wOlNolOTBHOTTfd ,ALL m law m W 9rK117AC FCIOARf1 OY67OL WHI$ ANY GAPS OOWR. VJW S+AS SHALL. SE 0=4= TO OeOL£ A TIGHT n? AND PROPER OFARM: AIL WOM 50015 SHALL EE M CF 00" O=M SIVM IiIEANcs; NDIG1 OrHIH R645EC'4A6 ALL OOOD SACS 91NL T£ OP TRFATEO WYa St m O APRHWm WATum aE. 7. TIE SOL LOCATED WW ALL FOOOSS SOLL SE W WACIEW m A RMAA P61, ODH -POt ASOH D-TW. IWIERT Vr CUM MOM SOL AND SELM IilOS4 IL THE WWM CWM CrFWMM 6DOi ($O= W CR00D S06ACE SNtL M O MC, (SOb..) . W Ati C125 TIC PDolrns 9ALl. GTDG Mn. M Fle05T-TJd ., IIAM 1A.5 LISTS HN IE FOLMAOON STSM4 OF TAS SLIXTIARE SH1J. COiLY W/ ALA APPNCAOf mam AFO/AR WA SMAN $ ONONO.G STATE 00w LPAL7 L AIMOEO 1S WX PROTEOMON/TRE'A796NT WALL BE PROMM A S MCI( MK OENUNCE STALL SE FROWS) SEWER OlFldaR °LAW A IM SEW . GRACE mR Samm 09'ELSOt (. INCK3 T FOR GARAGE Ot PATIO SASS). 2 HHH 006OmE Rams Ta PO u.A.t SMALL m I W.. D amm i SLUM O° VDWPA UL FOAK40 (CRAW. 9Va ARM m THE M S A e-e (ta PHaE9 1.H.AY OWAHAt 9Y+A O PPatLL9 SERTDH ALL OE S'INLCMa >COt" TOAL$ AD ALL C?°O = OKAPIS ROO /wm MW H 9FWIS S`PAi(11 itilf]H6. ALL s4T Isbos ANC V OM. TaAe4 . Rlt NOOO A► IfNM (.0-4 a av,ATUMT WALL N APPtAO m ILL ASAS OAEAM I G WCOIG/STOROf.E 0 OLmHO PMM ALO 7M TAO ACASL AS I DA AS O(. MM" AIGAS OAT AW LDCFM ■OM A - It V-e (TS 4Of511BA -/ALL Cleto WMAS V i TPRGAiLY 'm IAKvw Art P70PT V THE Of/D.0lSOLCuu IA" ALN!>@ ST i Fs"= 6 ,-,,m SOL 1M1111I HALE STa)OnLK SHALL wOlel� 4TN A UK a NL PO.T T.PDE fARRPt. T4ATUTT 9E OOE A ALL SR:afnml amt suns a moe.'ITOL Ax1 S0. TwT 4 cm -GDO ARFIC OC OSAIIGHT R rtSTdtLA WILL R ti9HAlrn. 0. NO IICU COM OOt WAA AOOTa, O SHALL PF UM 111WM OMO FWr 0' PG ANY O]i1L09. CO1f/DTDr• E Pg%L 9tl.1 SE WREO HtIDN FiT®1 PE'ET WA ANT Bl1A T Olt -SPALMJClM NOR THE P09SCN Of z a 1- SHEP M/ML fE THAT WAY SE SI. Olt Ofa'fA 2 =A m HD"B 1, St 7! - SHE PPEP/TG CALLBE OOLM 7. TALONS W FORG NO$D, A OIL¢ "BUM R Jg=ELO P.T.1,10 L SMALL 8E l RM. f ALONG RE N.POAGA St51S1. NRTI P.T .06'TS � OSYD Lm001 FS CDF TQOO. 94SARWAIL SPEC DFO&AIMRb MESS ODOM E OWRW IN Ti05 ADPR = ORkww PAWV- MOMISD.s IDA05 94" ON 7HE A/PROYID Rm FLAY OETAL(S) OCU1R AT EAG EM W EACH SREM .FaL SEOiTIT (MALL S$OOF} MC FMMA➢ON SMOR '31NL BE O.9C'8>t W OMOA51 M) 9RPokT AMN00 AOXWWWATE ALL aHPosta UrE kF® fEAD ILA MUT MAY Ccw IN SoaF m ILIIO$fd(TAL AID rFF'eAl. aAA£(Sb THE 7E-00R1 51'STfY BULL � LIDDED ODSCTEC tO ME IRA(L STUD$ AT EtO PHA OF DOH SEA SEOEHY D'ISCILC W fWDAl10H(QQAp TIJ Yi/NSFR AOEWATE LOAQ OR FOILNOA711a1 STSESS ILL S aE OISON- aT AN O O W, OR P�OrAi o09FA (ON -ME ar DFHtRs iEO PADAM EFOP#ML ;=AL FA M94 S OOiE (3) FlDCR JOS7S LoaaD 9FI.01 ME s+FARMAc. AAD 9UL. (£ tD uHw ADOei A SOL l Tw Of -RELIT DI tiff fNlds: ALL LOMS TFANS:JOOO to FTLRrO,IiLdH 131-51E, BY OO$TiS tR&M OTHEIMM SPEMM 01 TITS APPROVED ORA4SIo PA¢UfF, um qbm m4�5 L=Tm smog Tw SiCUMALL ALL Laos 7RNFSfFAtm 70 FDODATIO1 0N-91E 9Y OM MI. AREA AESEAVFD PCU LISTING AGMLY APPROVAL STAMPS - PRO .�..... _ 0�8-28-15 ----cGAaas a/7nF4waw�loa-wor. - r ik '639o2 n rr�aeae��a��4`� m .0 12Ca0 OOUNTY HO0.O Tn. SVIIO A e0sm, IN 4Esae LAq IIZOSJIS �1 -I R'i >s i H � 1 1 �1 1 �I DRAWM: t: LLMICE 0 6LT./N,T. Dom' 6/4/2105 SCAL£L 5[m-. 13 N� Vm.. E:PoalTv D ISO im MOLDELL ROD -Sol +Z OETP85 AND FtAtll$ ARE 026100MAL AND RtOPR@TMY IdA7E0AlS. THE 0.'I(I124711 OF 1HE5 SHAM-- 06VTAHN 0.`MDFJFMAt. At10/Ot+ PLs1UM WORIAATIOL ANY UNAU'DHOO>F<J umCPYR14 OFSO.OSLFSE. O57RLCI7IO+ Or DoPACl(Af" OR ANY OF ME �FiFt7T5 RATAyYEO MElmtl t5 57FF01LY PROV"s31FD BYdAWagSI NO,OS ANO WY SE ONLAFhL4. 1NE4 WiFTdAE.S ARE OOPgOCSHT iJ ROTS . AMMESEH NOTES. SAFI tt upiam nUMA, ALL FMIS REMWID. m IDm � THEN FIRMAT M RAN$ ARE 6Y aMM ,UtdSSW tC= AND "S TIM PARTY ANY ADOTKTN(S) AT1D/ON li,E A1REA(S) M WFU:2N AN ADDIiTDN(B) ATTACN(E�i T'O RN£ HOST STRUM& S THE SO.E RFSPONSBUJ OTHER APPROVED: LISTED TRUSSES MAY BE SUBSTITUTED IF MAMRAI ROOF ANQZ SPECIFIED HEREIN, S NOT DMEMED. APPI✓W'AL AMMS) ALp10 BM INE ARO9IECI AADICA O� CF TIE MMDM P A= DOLL OF TF(E COMPACTOR OR MAW IRHO tNSTAl1ED THE AODNRON. ALL CALC'S CONTAINED VMR N THIS PACICACE ACE BASED ON THE MAX ALLOWABLE DESCH ROOF ANGLE, SPECIFIED. NOT BE HID SEVOMIE OR UAUSE MNE FIYDRATRN =IN AFD/tAt OXCZ ID TM R7AT49<AAHCE E 3FO= XIRIRES STWCIIRAL CMW==AND. SYSILIS REIAMW THOM THEPERaCEfi7t i� wasOF •)) ' • y tV • 2d V0.R� W' y FYC� Y TOP (H/O FmGE BFJJN) VFNTFATIM PRONGED FOR OFFER 50: OF RCS S:COaO tam! 29R SOFT.. UPPER GlWX VENT PROVIDED (FRONT 8 REAR OVDaW1GB) . H _,.� �13��A`'a�'�.�p5p� ON olP5 ey (0 tµ9l'TYa`"-g65 66� ' R= SEW (Tip.) mm REQUIRE)- i 0 SOFT.. (1�( VEIM PF4VMED BY - 0 NIAE. OF 50.iO1N. �ROOF VBTIS REUD (TOTAL FOR MM 244 S4. FT. 70TAL (ACIDS FRONT a REAR OVAIM AM ROW V I S FROM MO0A70 SMO(7) DESIGN LOADS FOR TRUSSES SPACED - it O.G mm� TFp� �`yti HFs �`S egT t a �e Ca I:Td" s0 TD0.5 PSF O PSF 10 FSF LISTED lousses c, OEm; VAT vmy S dLgt FV�O� 'Sg£ ROB AT�xFA(c (1Y�) tsEY �' TYPICAL V r Un - na stYtYt 0-30 DISULAIM (SUOM N ROOF C(NNJ" W NUTA 0" TTOPPPPIATTEE 00 A Tea mm/I I" MAX �� --- W PALL. SPUDNH S 6' O.C. (TIVIOW ,/Y GYPs1M II 1{ UDOW MUDS 0 lir ow.) UDi "It I VAPIcS. , (SEEAPPROVED R M RAN CTFIX( AAL FLOOR DR�ORSONS) LAP/STUCCOMAROL OW.) 20 SPF j3 ITOMIAL WALL TOP a BOTTOM Iles. BOTTOM PLA1�E � t�d��{ilP1CAL) ZEE E) �(Qw. �o�Pwcu-sm tPLAN,NiTOL Bmov amum" �) V� RAPIM arm - SFF NOTE S Ii174N FOR S}CP N PEARPOSES ORLY "ALOE RENd O 6E M !(STD UTM) r1Rm emRl o-�AN swmm acvrre m mac � F19Q I.a FA36'A DTa Isas aw aov PEIDIETER U �TIHGLf FLOOE2 .q]915 (aa FI OW S Eva[ 1®ne � tswWa a9N� la m20? TL911 lea tNa1,s m Nees Io b1m® T1A.m mum A/C SUPPLY STSTBA. H AC Sm IAYWT. a LMIJO N MAY VARY FIE - aASS k 1)715$ CLASS T4 TEA 130-" PF 03 UIVA N TRUSS NOT mm ON IRIS AZ SECTION FOR C AFW mP Ecmw UAL mmlt�m NO IINE SPF STUDS a lir m (TVR) SIR el1�= Jm IIIT 7RDTN5 WAY, SEE AWRWED FLOC i14H FOR 9EO1RC LINT lD7Fr5). y„ UM S(RUUM HAS MEN SEEM FOR BECKON OR wSFAUATON OR A SAE VAT PL'RN EN t' G� FWTmAQON AND IS HOT OES ON D M BE MOVED ONCE So ERECTED IXL UbTALUD (SM AS IYRCAL MOE RIDE 2C-0', 24-O' 26'-W 20'-0; 29-0'a 32'-O' 6FOA=) ROOF SYSTEM SQUARE FOOTAGE _ no SO. FT. - 2.67 S0. Ft. TOTAL REQ = VENT (TOTAL VIPER a LOM) WO (v/ VAPOR BARWER) 300 TOTAL LIPPPER VENT ACTUALLY PROYM - 2.44 S2. FT. (INCLUDES Ct7NANS5 ADD VEHLS) L44 SDI-7 . UPM OHAHO LENT PROVIDED SV.F'L > OFFER. ROOF VENTS FROVID D 0 tORL OF S�iNC UPPER ROOF VEHTS REQV (TOTAL CDR ACNE) LRY840M UPPER VENT RETA.ODD (SOS OF THE TOTAL j: - 1.43 SO, EL (TOTAL RFDD VEUR U O AS DfTWZa BETINEE N REDU a AOM41z' - 141 a TEE PASS TOTAL LOZM VENT ACTUALLY PROVIDED, - 4.23 fa. FL (UTQIDES OT( M Alm FAVM 418 SOFT: o LORTA'ORW a EAE VENT PROVIDED 0 San - LOWER ROOF V'DHS PFDNOED 0 NUL OF 5omn LOM ROOF varm REDD DOTAL FOR aw MT40l LOWER VENT REQUIRE) (50( OF THE TOTAL.k - 1.43 1.43ITOTAL % FE (TOTAL REWD VNT- s� DDTERFNM S TWFDN RFLD a ACTUAL . 285 SO. FT. PASS' -7-71-77 1. ALL STEEL MUST COMPLY WITH ASIDE A-35 (30 K51 FED MAIM 2 ALL LAG SONET5 MST COMPLY W M ASIM A-307 3. FOR FOUNDATION SPECIFICS, REAR M THE FOUNDATION PLAN DESQ ED AND ENGINEERED BY OTHERS. 4. ALL FASTENERS INTO TREATED LIJNBFR SHALL BE APPROVED FOR UNSTALLARON WM TREATED LUMBER. S YANFN 1HE AREA BENEATH THE B1N-DONC/S•TRUCIURE IS ETNCL.OSED, MIN. 6 ARL.. POLY VAPOR BARRIER READ OVER AREA BELOW THE BUILDING CA STRUCIURE (ON -SITE. BY OTHERS). 'MIS VAPOR BARRIER AND/OR JSI.I Al ammiNC THEE Y� BAFjzrm KRL EFFECT ANY iVARPANTY 0-FFAED OR IMPLIED BY dACOBSEN HOMES. Y AIR SPACE NNUTUM 2.4 ROOF PFRGLiHi EAU. AM -OM Ck% - PER - DONSFDCTHNT UNRIAL umm 1 am NSE/ITIDRI t >r E01TAL) 1., i INT. 1PAL ISDARD - L'r7(111A7i01T FRONDED FOR L •.6% OF ROOF SEC770Lt fa SW. LOM oITAIRG a avE VENT PNIIAvm PONT a NEAR QYQUUVTCST vEN7m 3- t 0 •.AEI'. - LDTER VENTS TVR01mm BY - 0 NUT, OF 5(Fs001, ROOF VENTS REOTI (TOTAL FOR DOME) •" may. 4M S0. FT TOTAL (INOLUDES MMNQ EAVES AND ROOF ' 75 FROM MC UAFON MOM 6OENDG NMFff SEE APPROVED SIEUCDRAL PACEASE FOR BALL CONSf. (TYPICAL)AJR j SPACEPETA IL _ .}n 8-- mN TIM �ETlebz - IIIP..._ g - . -t TYPIFY �76R SCALE, Pm APA PRODUCT APPROVAL ED % IS BEWM _ EIDOR 1F�. O-0 PORCH DEDW (AFPUOABU -o -3 ff Twr-% Ss aULSE MANUAL IfaO SfFNat" SPECIFIC, OrowtOlt 5 t Sim AT EAai WIXAAAL1t SE ® SEC7SA). SEAR FINDATIM STEIEM DP ALm/(R ALCOMIDOATE ALL nwm TALE AIA am LOADS 7HAT MAY Otn87 M OOTH 1EE HORMONRAL AHO VLTTROCAV. MI&(S). THE 7E-OOeN SYSIFy SHALL ATFAtlIED TUBtEC7CY TD THE IRALL SKIDS AI ENIH END OF EACH SEAR SEWN 0=11Y TO F(ARNUATDN/CRCVNID TO 1 *WER ADEQUATE LOAD. ALL FOUNDATION SYSIM SHALL. BE DESCM BY AN ARCIMT OR RMSTEJED PROFESSIONAL ENMM (RR-STE, Of DTHIM]L (UNLESS NOTED OTHERD$ ON THE APPROVED PIJNL OFF-FFdai - ALL MMM S EARBA1S SHALL HAVE A MU OF TiTRFE (3) FLOOR JOISTS R.DOPED mm THE SfEARBAIL ALL L045 S'A1t.F'BaTED 70 F(UNOAIM ON-9m BY OTHERS. UNLESS OTHERMSE NOTED IN THIS APPROVED BUILDING PACKAM JOIST HANGERS ARE NOT USED IN THE CONSTRUGAON OF THE BULLRING AT THE FACTORY, THEREFORE, A MWIMUM 1 1/2- BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDA71ON DESIGNS SHALL INCLUDE THiS MINIMUM 1 1/2• BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS, 'OFF FRAlLE UDR': 1FE VEDFFACTORY TR&WSPORTATIONUCAIR CARRION 2 CDa1� RMOVD INS NNE SRRUCDAiE fNA✓QNO 7N1c BIADNO'B 04TALIASOH. 'd! FRAME LOUT, THE FACTORY TRANSPORTATION CAREER IS EEFF ATStCHED TO THE STRUCTURE AND tS Uum AS A sum-TIAtAL Cmraw of FLDCR F IHE SI R ATRULEN AFTER �I1URE�aUAtIGN cA m uc n0RV SPT.,VtuNC1NCAMNS.- w OIR •M ,�„e1AtPJN /vorxv 70T/L "MR ELF AUIFS 6aLffi 4�AN 0=r• Tnf_: ,2n ��� 3 nan. IRO iARIm OF NtNS mm b' Nt1M Tm I m" A" AIL IT= JOSIS fFUM&,= ' rLm ouxm ' 2.10 ER' R Cl OPEN I9/J3 058 w K vm n00t I= Ia' OA 10ip1 ,IGi'2 IRA mill A.vm.c / aaeE - No- FLttFRat SRW m PLATE "* se WF 13 W NFF a mm "Am fto cm seaDIRk 2a 94 a )A APA OR 1= RAM W. DO= -WAC-ems son - mm cm fSUD ON b! I Ems' .R ES1Li tAII NEB L� R�S9L M. Rai. Nm LAP/6W0007Uum (Yma morn BARB OR ROYAL (IYP.) 03R6 . � t/P 9--w 1T1P.) SAiIRB No 6IRUCpIRAL la+ RODE %ov" to 77A9' MA RATED UUSS@H U'"1tD (CAYDT IT= L iTasi EIDOOGis lq HN.IkiAYiaTa AA[I TIE 1R.b tNYAnf elGvf NOWTm RITURN AR SY-1w A(0 T ( IR SLR m DIERW RPM /EAT tfP[ T, no&, CA= Riot m ¢meDF rAlcg IADr TTPB Ul mm RDFA m OmtCf CVIIS fERROA mm D tA..m I• @MN4 O 9 t1P AC>SmdC IAYa o 6 mmxw cm R/ mmm 0 / allaOaSBE Rt0E4 0 A OP S'DADAIm OAFR CIIg1Y 9 RaAmF CABS I/ [IWC D 4 lF 9OlaYlID 4Y0 0 A CQ• A[(�E RAIIR C941& 0 A 1WaAR4 0 q=FyRAR00 U-n FLOOR t91AFAi1 100/mrim"w Pam vemma m EAU. 96L4AT1IA R-10 = DOOM Ram CD4^ DOOP R6111J saw. R-30 TRUSS whew CIF O.0 P a* TI;R a OR / dr HR11O1 R"6PSt a F Q W70, WAITIM 1 {p TSR 93L• 40 Gum ..1.5FR IEIiA.NR TVfl EIfL11R0 -RHEA M APPROVE C ONSMIC70AR PAMCF/OETAUS FOR FASiFT✓QUG r ABTA S 21151`:tt FOR USMG AGMff APPROVAL STAlL'E4'S3 PpPROVf� A 9m•..v, >r1a Iw �• �� o a c 8-28-15 --�- NO -. RA9 :0 to ���uQ u1w•er mPtp-"`°u°`m' +aims eolaww mPs AwcP-m4 m,4 COLUPUm W/ 2014 nAltDA REST. CONE E N �O'> Lai vy !litlBttgt{. Cf � x R. I . g lusa muNtr ppAN H, snm a 44M OCHRii IN tV41930STs 0 81i L4 k9J r! DRAVft a MYNCE DAYS, E g/1/ZIDS SHEETS 1 F 1 �: E+Roslae D mvSA ISO LOFT (L4DDEL MOD-m • ROW DETAILS AND PLANS ARE CONFIDENTIAL AND PRCPWARY NA713OALi TIE MATIFNIS TN15 DRAU9Rp PAIXAOE CRSTADI C01N70F71T1A. i7m/OR PDL'ItE4FD RSIXLtNAiKKI. ANY UNAURD.ttl2m USE, COPIND. Di50.0SVUE DR 0151RSUTWIN OF TORS PAQOILE, DR ANY OF TEE C'GViFNTS CUNSLOAL 11ORFLY. 6 57TIC7LY PROEgIXRD BY 4AOOSSFR HtIAES ANO NAY 6E IDMNRU- TNL� MA70UAW ARE e9nanm m Its ema�vr ewe mrrmv. ta«>mnte r>.av A1AY sYut am m anA...cl. .ream ro n+amere9 Oaee.rnnen ••m tl,m nrtumll•cn m nx+cue tm .ur n.xwms wYulxrt 1yanleee ammo Atme.IxsAIm9 a9a1 y xev una sue rosmw auras sun A11 17e *rAira7c APc 7uc' xxraRais Porocwrr Te �ArAvicu urx•c uI Rxsac eFavVtYL r1oTRustF .... CDPVRWT Q 20TD . JAt9UR.m I mam SA ANY HARBOR, FLORDA• ALL RUNTS RESDNBL IT ANY AODm010, AHD/OR �) w WMCH AN Ai)tknWi(5) IeEJT ACENO z1 PLANS AITe oeaxes er (ITHEM JA8W a W T uo Nn t PLANS N S VI ATtAQi(ES) 7o R{E OST US 71(E SQ.E itFSPONS,&R1TY OTHER APPROVER LISTED 1R1I56ES MAY BE SUBSTITUTED 4' MAIOMUM R00^r gNCdE SPEpf1ED HEREIN, {5 HOT IXCFFDFD. AAPRavAt AaERCT(a) AlLItO mIN nth AtYAATCCT A10/ON IXGNEIIt tP' n2 t;tacttb slam TTatN. 110: COII7RAOTOR CR RETAILER VA(0 aSTALLEJ THE AC.NDON. ALL GLC'S W NTXNED TRITIUM! THIS PAOCACE ARE BASED CH THIS MAX ALEMBLE DESIGN ROOF ANGLE SPECTIM HD7 BE IUD rSWWMC CA U&E AW 9¢ F000ATO N DO= ANDICAL CMEXA9AIBU. PDMUAP= M THE stro RU ilm SRSICNRAL ID Am SNSIBm AELLT" 1717mm RotlF F4A61ETBN RAIL (M.) 'A TOP (w/o I= BEAM) VEITUTM PROVIDED FOR LIPPER = OF ROOF SFA'1i 1CIt V •--•-.-•---. y111A`• < vF ty 1> • �` fP�� zx WIFE . OPPEER ONANC wrt MSM (%RQ<+C a NEAR 01muNasl -- ----- ,�, ow •) + a SIFG - BPI'm VENrs PRCADm By - D ROM. OF 50a%K R06F VENTS FUID (TOTAL FOR HMO-r-----. - PyY �,4�S[W U� - 2A+ SIFT. 70TM. (4�31DR Riatt 8 REST oTfAIYS RLO ROW IEHSS FROM UJtVIhTNQL BOSON) � �OESIGN L0 TRUSTS AOFb - TB' 0.C. � TF1`' N��,�y1 P S ON- U% c� SHINGLE �RWF ------ SHSaM 1 0SOUL P�SF A N 1V4 CCIDIUL Pure - CLASS AT Gallic BOA(m - BC'i' - tae PWF LISTED TRUSSES ASS! OSW2 DESIGN FIAY VARY lam` 9s " t _ 7/16' APA RATED TWIGt1. TRUSS ASOE CSi61. WTSS F 2-LAIVs OF 2MLMI HIOrlI 919.MMn(61 ROW' SHFAOICVG (TYP.) HTY MAY RP HPAGPTT ON nlr:e ASM D7t5E CLASS F m# FELT (OR =AL) 08LOM W Boor GVTET) MaATN (�'IQE) � PIAT�E TRIM." t0V AUCI SM Dalsgs - ./ t 1/z' wvc aPTSEO --- LAL Wf II s 0O�le MO.1` it "••Y LAP/STUCCO/HARM CM.) 24 M EA7TTOii P 1QE FOR SfiP- G PilRPO$S W (FWE RmSOYID 8 It�IAi�A46)j My AD wAI t•fiFAN WIAM NSVNS TO cc rHNOt- taeLmav wa AAA® =-NI FReae amrA ti wAaa) N W moT w NAaA taD aAacS m WAS • Roam 7E)(IEJREp 1/Y DY wm (TYP.)-N ') UNIT WIN VARIES ( ACRGL FI= nuamORS) ZA4 SPF 112UM AADTr WALL TOP @ 5011i11 PLATES 2 116• Nf2 I� FIDOR dORTS el-VT LE FADODARON ARD ANp1aOPT0 FVw. HN64NEIITm R-22 (F1m P6) 8Y OnSRS i77R xL-SLUE MSTAl1AnON 81MpET WSULARDN (iYP.i DOUBLE 2K10 SPF /2 (OFF-FR PER6(E1iR (MATING LIRE} 6 ROOF SW@L MMSQUMSMA FIOOA.t-c no m. ET. WO Ca VAPat 3(q 2A? Sa FT. TOTAL REIIOa@D VIENT (TOTAL UPPER ! LOAER) r TOTAL UPPHL VENT ACNALY PROVZM r 244 Sa FT. (RdQ= OTA11C5 AND LQIA) 2.44 SM - UPPEN OHANG VISIT ROVED NT PID 0 SUT.. IBPER ROC, MIS pwom 0 MULL OF 66'p.9t UAFFR ROW VS{fi iNENTb (TOTAL FOR ROUE) UTIMN L6RR VI NT NEx1AFD (SOS GO M 7014 - t.43 m. FT. (SOAL RDYO VBNT :DSO) O9FE70a BETWEEN RM a ACTUAL - "I SO. FT: PASS MIX L02M VERT ACIVALY PROVIDED ' . 4213 SO. FT. MCUIDES CHANGS AND EAVES) . 420 SQLFT. - UTM M44 a SAVE VOTE PROCEED 0 SaAt - LOFFR ROW VENTS PROV IM G EaRI. OF scEaNL LOTgR ROOF VENTS Wn'(TO1AL Fat HOME) WALL Lom VmT TIEmm (SDL OF THE Mmuc - IA3 SA. Fr. (TOLL REO'D VDNT A 6E0) BET02111 RM 0 ACTUAL 0 255 51 FT. PASS TYPICAL �L NTC ESA t03-Y MT. 1UL90ARD - U) AC 537E Yll VAR, VINIUM4 PROVIDED FOR LORM SO% OF ROOF %CROW t a LOC1ifaN MAY VARY 4,28 WIFE - LOMFR O1MFx a FAQ LaNs PROJDaD (FRNNNr a FEAR OVEia(AINCS) SIPS - WMR V4T05 PROVIDED BY- 0 NU OF 50SO.et FDOF' VOLTS REOD (TOTAL FOR HOO -- ---- - ® -- - --- - - - - 4.23 Sa FT. TOTAL (MCHOES OTIA,MS, EAVES. AND ROOF V305 FROM CALCULATION Mimi) --------- --------- — QDaAT RBldn (TVPW* Fan $fOLW ON 71R4 ( Fat CURRY C�QNS-aRUI.'Da1 P�AatAOE 7S(IAteam aIsr at (rip.) I s 19/3FLAON DECONO (71PlCAL) frmN WATER %MY (i1A) LR=CAL (TIP.) --I _ STD. H OPF G - TOP -� fi-ID TYFlCAL SEE PMCT APPROVAL WHEN % LS CEO WALL �9.4I1.6�S%Y1Y,6a��,c�r9��/!!l.G'��1f.4/J�1f - - � - • - � •' •,••t t r lOAT R"Dnt3 YAAYt SEE AHRSO{i0 MOR PUN FOR, SPFL4iC 160E YN011i(S). THIS STAIMM HAS &4F DMO M FOR iFECU. ONN OR 06MJAMW ON A SRE 81= PU MAKINT FW WATWN AND IS NOT DESIGNED M BE UM O= SO ISREC1FD OR INSAUED (S 00 AS TYPICAL OCAME TME 2W-W, 20-0' W-T. 2W-O•. 2V-O' a W-O' INGUW) 1. ALL STEEL MUST COMPLY VIM AMU A-36 (36 KS( MNAOX)L 2. ALL TAO SCREWS MUST COMPLY WIN ASLM A-30F7 1 FOR FOUNDATION SPEC61CS, RUM TD THE FWNDAnCN PLAN DESIGNED AW ENGNESHOO SY OTHERS 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED FOR ITLSTAIJATION.NITO TREATED WMeiER. 0. W01 THE AREA BEENEATH THE BUD.LNFNG/5'TRUCTURE IS ENCLOSED. MRL 6 MIL POLY VAPOR BARiE REDD OVER AREA BELOW THE BUADXG OR STRUI:IURE (OphSL1E BY OTHERS). THIS VAPOR BAM M AEOIIRm OY JACOBSEN HOMES HEOMDLLS^a OF CCOE fUOOU(RNIpTS AND/OR SPECOICAnCNS. OMITTING THE VAPOR HARRIER IOU. EFFECT ANY WARRANTY OFFERED OR NPUED BY JACOBSEN HOMES. a>ID a1LEARlALL SPECIFIC IFaMAmb DVEM MYIC LAW SWAN ON THE ADPROvm FLOOR PLAN LTiTAE,(S) OCO1R AT EAOF ETD IF Z17 SISAR YALL'.Etl10TT (HALL SBCOWIj. LS FIiADAOON SIAE7A STCVU. EE 9FSCNED (SY OnNERW1 TO 31PPCPT ANSD/Ct AQ3TJMm.LTE lid AXO BAD TRIADS 1HAT MAY OCCIR w BOTH THE WaXI4TAL AND 14R1I:AL PUIMSI ICE M-OOMI SY-IDA SAL BE ATIAa6D DRECRY TD THE WAL STUDS AT EACH END OF WIN SNPAR SMODn 05WILY TO FQNDA77Q7/ORWAD TO MAREM ADEQUATE LOAD. OR msoo D PRDGE MC NAL WGINNER SITE SIC OTHERS)•T (Uae.EA.S NOIm On(ERARg al IT(E APFYNIED PIKE UNY C:Fin(A�LE - IUL ETmWFi a. SHALL 1WvEEARIDAI.IDtL ff IDS INARSF3IEm FKAWATION W-Sm BY OTHERS UNLESS OTHERWISE NOTED IN INS APPROVED BUILDING PAOCAGE£ JUST HANGERS ARE NOT USED 94 THE CONSTRUCTION OF THE BUNUDGOG AT THE FACTORY. THEREFORE, A MINDA N T 1/2' BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTTTI. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MSNIVIW 1 1/Y BEARING. ALL FODUDA-nON DESIGNS ARE BY OTHERS. mm 'CZ:'i ERAIS U!D% THE I1fID� RIR TM1 CAW@F rs REMOVED FROM THE SiRUC1Uff OID(C 7HE BawS OmAAIa•QI nMNE W. THE FACTORY TRANSPORTATION CARM 15 LEFT ATTACHED 10 THE 59MCRM AD IS UTgU7M AS A MEDOTURAL CMWCHEr OF OF Y sue A FC TADAIidI COMMU MON CaEFK Atit*FK M.S: . ena AMl .vm.arAeaYl �Cemf 70tAL TAAABtV av AatIF9 aawA.uM OiYn (jj�ENL`Q i ieN. IOIGm Cr QRM AXI= I FAAIO ANE YK am iom tea t,i' P CA OT91 oums I-MAO MOLD £ tATcw TIFO AtMOAME RDQt fmOafo. 19J37'm m Know ROLL: Jm7 •JACI A tY O.0 PUMN JMM RA ..• / nrne.a A NMYDS _ IIRtk 0=m amm 2. TPF !D 801M KAM On)' 20 RW P T�@.Tla6S -00AC1- TZ/� TOP PUTT[ mc:4 TNa Sw p JXT. DIFAINNQ 7f0' TPA O ISfO RAIFO EYE OOam IM6 - FIRM CM (Sam at D/ QA= nxlxena,R. un mr «m. EKG WmL Fpm TAF/AH�Awa (T 4 � RaaW OWNFS OR -CAL (TW3 mlDO+ m-mm I/S aIPbLY (TIP4 SWDOLS No 7T wcm*. ((K) AVW 6TR.ADDA. 7/IW APA RA4.D mmm URm (cm0b) LAME O°VOMAL FCF= FRaY1OTa m aYDfL l AFAI xir.,a(Pabyf.GrR (RIt,Cu IMDem A0 BVE=4 Ale OWL` MEN to mom "Z am SMR fii m TO En0m CALCS Amt 0 MAT TWE Qom TD mom CALCI IPIT roe wmwOa'w HA= TU06 a m .. M mzm a ! 6 A.MME JAV% 0 ! T@ffiB: GtDG el/ 1NiQtOtO G ! W A00:39111LE BAUM 0 ! m SONNAJm tBATEtt OLXIS 0 !affirm fAHa^ r/ Dom 0 ! m SVAAI" LAm D ♦ � AC 7E mm acmm-0 - - -! FZRRONs a FtOOR a51AAItaA R-II . TOWN Cdiu"ft 9A0/IBE/OAi1PET ,w4L AmLAvm R-49 BALE GO= Mmum em 0W.C.AANOM B W ! GP Am Nmws 0 !®RB1"OAdTa e IFAYM 1 TER S= N GALLON Ea TPE Cuomo ';ME OE70.3 AD MANS ARE (XI1RWTNL AND PROF{8E'(ARY W1ETdALw THE CONTENTS OF Do DRAUNo PAfS(ACE MAIN (kawmam LL Rom pmvucm ae W A7(OK ANY UHAUnNa W M oJPYA(0. MOLD NRA OR DISMU nR( OF TES PAG(ME, at ANT.OF IRE CONTQTTS WNTABDD TH0ai m IS SMMY MICITTED BY JACOSSEEN HOMES AND MAY M WaAYSUL. UTSE MAT08AL4 ME ROVIDW M THE AEE7RENT FOR SPEW 0 PUFSOM QILY AND MALL NOT UE SCANNED. COPIED. OR 07MMMSE REPR=COO ANA/Wt OWT HIVED R/ OnaRS FOR ANY PURPOSE WWOIR ES MM 1Y MM ALITIOWAlmN RIM lkn NmUE. THIS ORAMIG PACKAGE AND ALL. M CONTENTS ARE THE E(C.USTV2 PROPN(TY of JACCSSEEN HCUIM ALL FDOLTS RESERVM COPYRIGHT .-.a 1' AR SPICE TDI10.Y 2Aa4 ROOF PERIUM RAIL ADO -a( HAVE - PER + ❑ WRUCilai NSiMANUAL � ' 1;AA70VL YDNTn wit � � � p a"SREkWNO SEE APPROkD SIRUCNRAI. PACKAGE FOR OIL. OOMSG WM TO APPROVED CONYSTRUCION PAQ=/aTAU RR FASTENING . AM )31i m)) FOR Us=G AGE cY XPPRovu STAMPS, �eenu n. Ia � rmaummsw �• �� O*[ooAYULLA O 8-28-15 uy NO Ln �� £ ��� Q P.n�wm aP� aDUteaenm �- .,u�icw, aP t� �TTaw (ALFn•T ��'L OV eaLo. emsJ K a as a�uu� e>mu aNN wom aaAxrcANm aSaPciANNThauos a o as wln.m� a,aa 5 Nrnitet TAN alas Br Awrtx oa DiFNioR uacnlm TUB .ra- r®a,R r.DOAm...oN a tRaq re ae®o..L 5 _ cgRTERti' P w°N3m�osm...°ramce�n°p�.w a° uPm` COUPLES W/ 2014 FLORDA RES WOE.-- - OWMCHT 0 Zms fq A e Q HOTG COUNTY ICAe It s1FG8 A ¢OSNw• IN .01. ENAU BAD,= A - DRAWN. a MYwcE COMM: M.T./N.E pAn: 8/4/2105 SCAM 3/1s• _ T o' SKEW. 11 OF 16 NLO094 NOO-Oa1 JACOBSEN HWM SAFELY RAF30K FLOW& ALL XGHTS ISS7;AVm. WIMPACRM 0WRIS REOTOIdS W/ 140 MPH MAX WMID SPEEDS IPER 1609.1.2 OF LB..EL 7/16- MIN. APA RADA SHEATHING FOR OPENING UP TO 8 FEET MAX THE SHEATHNG SHALL IRE PRECUT $O THEY MAY BE ATTACHED TO THE FRAMING SURROUNDING THE OPMNG CCNTAWNG THE PRODUCT WITH THE GLAZING. THE PASTEL STALL BE PRE- DMLLID AS REOURRED FOR ANCHORAGE METHOD. ATTACHMENT SHALL BE IN ACC=- ANCE WITH TAKE 1809.1.2 OF Ti-- FBC (SM BELO'4. WITH PEWANENT CORROSION RESISTANT ATTACHMENT HARDWARE AND ANC M PVWANENT Y INSTALLED ON THE BUILDING IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT (HRH) OF 45 FEET OR LESS (140 MPH MWGMW WJaD SPEED} OWIND-BORNE DORM REGIONS WIFH LURID SPEED IN W(CM OF 190 MPN i= WO MAXI: PROTEc'Ki CTION OF EXiOR GLAZNG IN WND-80RNE DEBRIS REGIONS WrM WWO SPEED IN D=SS OF 190 MAN SHALL BE PROVIDED TO NMPLY WIN THE $ Cx.Cs 1TU11 fXEN: EYrx CHECK YOT14 YOUR LOCAL. BUILDING ED DEPARTMENT/SUI DING OFFICIAL OR A REGISTER PROFESSIONAL EMGMEEt FOR THE R EOLORED PROMCTION PROCEDURES AND MATERIALS. THE PROTECTION FOR DaMOR GdAHNG MAY IE PRDYEDED BY APA RATED SHEATHING DGSTAILED OVER TINE WINDOWS AND DOORS PER TABLE-13-1. SPECIFIED SHEATHING SHALL BE PRECUTAND PREPARED WITH ALL REQUIRED FASTENERS. ma-CORNE omm PRODLTION F/.ST"s TAM 16"_L2 SOER CLE "It WDOD IMCIIAAL PANIZ 7ABWIS61 n. c® t 1°NeE WmO @y T+a f1EO.iNw y. t rt Y<IYA a+Yl d fS v/IF1 VCE d r vPPl U4m d s laa O� w � tl tl Q A Y tAt R>7mM' r-a Hans 1. THIS TABLE 6 BASED ON A MWELNM RIND SPEED OF 140 MPH & ITN ROOF HEIGHT OF 45• 2 FASTENERS SHALL BE IISTALLEB AT OPPOWIC END OF THE WOOD MICTURAL PANEL S , WIFRE SLYm ARE ATTACM TO WaONRY/sWOCDD, THEY SHALL BE ATTACKED USING MERA1DM ARM=HATING A 150oF INUCIMWAL CAPAOIY PLYN°OO AND FATIMIM TABLE No W N Cl Sol QMIS) MAX. - oPOMIRE C MAX �>�tR®t nTMom Y°YTtOIECYtl �FmquP� ar NA• NNQN w ncR 0.YD1fD Hwm Om1 AAPPI roe YLV, fEEno 7ua mE++r� sr xeE.Pww®w.�GNsnE srN EEP� a.°CCE wmo�.m n >Aru+d.. mro Q+cm GUA»w. Lama roc wx rEPm Q4aY.•Ib °tOt° T/Rr rsm+o° w NMLm N1Asm (N°N vn XANdA r em. NAx WrHu atwa REgLL6MPMA1 FAl .mO NAvmD p NAE yOPq ROM L TIS TABLE 5 SAM ON A MAMA I= SPEED OF 150 IdFH 6 MEAN ROOF MORT OF 4T OR LESS. 2 US /10 SUM W/ tfiATNIIM 2 1/Y SCREW MIN TRARCM INTO BUDDNG WALL FRAMDNG a FASTOOM %U BE DWAU D AT OPPOSING BID OF THE TROD STRUGNRAL PANEL 4, WEER£ STREWS ARE ATTACKED TO MASONRYISTUCGO. THEY SHALL BE ATTACHED USING IfBQLXN Nam RNm A IOW* amma L Cwmm WtAW-BORNE OEM REGIONS WUK WIND SPEED IN flC W OF 150 AIPN IMAXWUIM. PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE DEEMS REGIONS WITH WND SPEID IN DMESS OF 150 MPH SKALL BE PROVIDED TO COMPLY WIN THE to ORmA am ro CHECK PATH YOUR LOCAL MUING DEPAR7NENT/E1JtDING OFTICIAL OR A REGISTERED PROFESSIONAL ENGINEER FOR THE RECUIRGD PROTECTION PROCEDURES AND MATERIALS. PROTECTON OF EXTERIOR GLA71 NO IN WND-SPINE DEBRIS REGIONS WTH WIND SPEED OF 150 WK BUT M/ AN EXPOSURE GREATEN THAN 0. SM L ALSO BE PROVDED PER THE E5i'o CHECK WITH -YOUR LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL OR A REGISTERED PROFESSIONAL EN014EER FOR THE REMMM PROTECTION PROCEDURES AND MA7ERIALS, ALL DEMONS FOR 71'M AREAS ARE ON -SITE. BY OTHERS. ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGiON. WHENEVER POSSIBLE, REMOVE TIE UOUNRNG SCREWS HOLDING THE WINDOW OR DOOR MA#E TO THE EXTIMOR WALL PLACE THE REQUIRED PLYWOOD (SIZED PER TABLE i2-1) OVER TE WINDOW OR DOOR AND FASTEN THE PLYWOOD (ANC FRAMING WHET! REOD) INTO THE WALL-FIMMINO W=OH THE HOLES. YA$BE YOU PREVIOUSLY RAGOVED THE FASTENF7S. _ IF YOU CANNOT INSTALL THE NEW SCREWS THROUGH) THE WINDOW OR DOOR RANGE TINEMAYAIUY WiLL EE INSTALLED DMMTLY TNLROUGH THE EXTERIOR SIDONG MATERIAL INTO THE WALL E� 7E! X orFRASBNG. IF THIS YETH� IS USED. OHM THE WIND-SOR NE DaRIS PROTECTION Is / REMOVED. THE HOLES IN THE SIDING BALL Et WALED WITH A SILICONE BASED CAULK TD PREVENT WATER DAMAGE TO THE WALL SHEATHING BaNEATH 71E flGTFlIOR SDBNt0. TfP. S NA. DR. ' RfA � QAc>4A4 . IN ALL CASES, WHEN THE WRID-BORNE DEBRIS PROTECTION IS REMOVED IT SHOULD BE SPORED AWAY FOR FUTURE USE EACH END OF EACH INTERMEDIATE HOG7ONTR. 2 X 4 SPACE 10 SE 150 MPH MAXIMUM / / �.`� )ntdu 7AsmIeN AiSTALLATB]E F \\ NM S•AM Pet TAME 12-4 71W " IRaCCAAL SHIXV RC QfTTO OVERLAP "on HAWS r m ALL SIDES ISO lU" NuMiR9um S+AONO PER TABLE 12-1 SDXRE' 7/IB' SHEATNNG TO 2 A 4•v •/ MOWN 1Od NAIS OR USE PIo HOOD smww AT r O.C. MA)WM SPACM m% amines DUEAIMNO SEAM I=VM AT C04M 2 A 4) HHR./ST1+v LFAQIM Is 1 3/4' . man N THE PLY'A9GD ILL OCCUR OVER FRAMM . 5MENS TO BE IHD SUWNC R L BE Flo Rom smm NAIL . TABLE T2-1 AND NODS FON UM NO HUMMED S•ARAF ISO ftl" mkv3mum or APJA RESSEVO WbRL USING A41514C! APk'ROVITL STAMPSI PpPROVfO.aF.:_m ° 8-28-15 ? �� No Acmax G51 tlW-M9/ NYOa1E1 ''% O4 ,tam �+ I 1 a Nx avtr+elr NmT.�a w¢ EaTnmm EEd1pI AAY HOOT R sha �EPAE p � ®aM . cgRTEREm :mm'�mmmw COMPUE9 W/ 2014 ROIHOA RM COS. m ssmR wuAm tooQ, SNRQ AIN 44M $0 jw C�J 0 R AS ABAwl, F uYTacE Cam= M.T./N.T. DALE: 8/4/21CS SC UF. Zpa. F EXnOAOre D . +Bo MPH iwoD>G.t Mon-Ba1 • TNIESE OE7XLS AND PLANS ARE COSIONBAL AND PR75MTARY MATIIU" THE HD DON= oF• MS DRAWK0 PAMME CONTAIN 0010 AL AND/CH PRMLESED WOWAWOL ANY UMAunomm USE, Ommo OSa097 E, DaO>"ONDUIOIE OF VMS PACKA THE Ct1NT OR ANY OF M CONTA&M WEsE N, IS STFMMY NSi Hmm BY &O�lN HONES AED MAY BE WAVIP. V= WRETERIAIS A . mrmnvn LEE mr sw,Eu. am e�� avvmEe r.ev aaaa avu. w.r � w..EEan .w..+E rn m.E:»vcr atmnrNeEE Aam rro eueErcmnen in niueoE: eT•o Euv mmmEE•r m.wun ereec..e rarieu unurvnamm mru .mrxm� Rrvsc we rmevsNO E>anrur Dun uN EEC EvaEQaNs A°F TNc srn usur mrvanY ELc ,urXNRaW Rnuc AtN .wcNT.v RecvwP eIDmra+i .... CMrWWT Q 2035 1 AAIXENSEN HGOMR BN ETY HARBM FLORIDA. ALL MGM RESERI'M REScheck Software Version 4.6.2 Com pi is nce Certificate Project Energy Code: 2014 Florida Building Code, Energy Location: Port Saint Lucie, Florida Construction Type: Single-family. PPP Project Type: New Construction C d't on d FI Ar 86� ft2 hone oor ea. Glazing Area 14% 0 8— 28-15 "N Climate Zane: 2 (307 H®Im) Z Permit Date: t^ Permit Number: Construction Site: Owner/Agent:"RTER :. .. .0�,', • S� if ORI sy�`Pi fC)N A}`ate .. 8/27/015 Designer/Coritract 'r: s a cyea♦. a.to-a ae ar r. s.m -a ae a c as a o o Compliance: 35.8% Better Than Code Maximum Up.: - 288 Your Uk 185 Maximum SHGC: 0.25 Your 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 N07 provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 860 30.0 0.0 0.035 30 Wall 1: Wood Frame,:16" o.c. 1,217 19.0 0.0 . 0.060 62 Window 1: Vinyl/Fiberglass Frame. -Double Pane with Low-E 130 0.300 39 SHGC: 0.25 Door 1: Solid 19 0.300 6 Door 2: Glass 40 0.300 12 SHGC: 0.25 Floor 1: All -Wood )oistfTruss:Over Unconditioned Space 860 22.0 0.0 0.042 .36 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 2014 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 7ALL,,�(/ Michael Hoover, CAD Tech r r ���' Q8�0�12Q� Name - Title Signature Date �� � � � Digitally signed by: Moael G Tomko Dj:.:CN = Michael .: �AT;omkoC=US - Dale: 2015.08.27 To k®` 09- 56:21-04'00' Project Title: Report date: 08/05/15 - - - --Data-filename:-C.\Users\mhoover\Desktop\M961.rck — - Page 1 of 8 REScheck Software Version 4. .2 Inspection Checklist Energy Code: 2014 Florida wilding Code, Energy Conservation Requirements: 0.0% were addressed directly in the RE5check software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certf res 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. ..:::..:.......,:.:...:.:.....•....:•....................;.....::.:.:.:'�Ii�x35'�.L��$GL;[.':_:i`3��iFr,�eap2�.��::::.,;::•'•::'.E:. ..;;f irts•.:: gatVaii � :Construction drawings and __ _ Complies 1'103.1, i ' 103.2 documentation demonstrate _ - - -- - D oes Not PRI i :energy compliance ance for -- - - - - - --J t Observable 'building envelope. - - s - - - - t Applicable - - -- No 1Q3.1 �n sand drawl °Construction- g - - - - om lies C -P ZQ3.2�D !documentation dem onstra e _ - l oes Not 403.7 energY code compliance for r _ , No O bservable [PR,li!lightingand mechanical systems. -- "- _ Not Applicable licable Systems serving multiple ',dwelling -- - -- - � - ti units must demonstrate �- V - _ - - - - - - tom Iiante with the FBC, Energy- - - - - - = - ;Conservation. _ -s .�....H - u .,DComplie _ ::Heating and cooling equipment is eatinYg:Heating:s :sized perACCA Manual 5 based Btu/hr Btu/hr Dpoes Not 0Ft27.;;;;- :on toads calculated per ACCA Cooling: Cooling: IDNot Observable :::..:Manua{Jar other methods Btu/hr :Btu/hr DNot Applicable "approved by the code official. Refer to R403.6.1 for full details. Additional Comments/Assumplti®ns: 1 High Impact (Tier 1) .2 : Medium Impact (ier 2) i 3 !Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M961.rck Page 2 of 8 section .-.Coil'PY ' .•.s+-.; .:.T oundation €ns�,ection .'..:. �.:{ iornpue! ?? entsff3ssF8r34ptiaps 30.3..2.1:3":. A protective covering is installed to ❑Complies [F011j?.?:: protect exposed exterior insulation ❑Does Not and extends a minimum of in. below.: .❑Not Observable grade. ❑Not Applicable _ .Snow- and ice -melting system controls;13Complies :installed. ❑Does Not FlNot Observable :❑Not Applicable Additional Comments/Assumptions, 1 1High Impact (Tier 1) ::2..lMedium Impact (Tier 2) , 3 ;Low Impact (Tier 3) 1 Project Titie: Report date: 08/05/15 _Data -filename. C:\Users\mhoover\Desktop\M961.rck — Page 3 of 8 , Sectioni+$arss der#fe© F ii'iE8'{{eEe/4PS 2 .:. :. . :.; • . •.:s ,Y "tFra EEx4 f Rough -in lits a E:ad�€i . .} -Coil plies? ) � valuez�atL�e :CommentsrAss€i;�ip i`o0s.. & Re �.� � 402.1.1, Door Uiactor. U- U- f ❑Complies See the Envelope Assemblies i402.3,4 °❑Does Not table for values. I4[FRZ31 :❑Not Observable (� :❑Not Applicable i M2.1.1, ;,Glazing U-factor (area -weighted U- U- '.❑Complies See the Envelope Assemblies `••402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 1402.3.E [FR2}1 °❑Nat Applicable c402' 1,1 ; GlazingSHGC value area- ( SHGC: SHGC: :[]Complies p See the Envelope Assemblies t402.3.2, weighted average). : ❑Does Not table for values. 402.3.3 i [FR331 ; .❑Not Observable ::[]Not Applicable 30 1 3 3.� - - r f fenestration products ' U actors or fene trati d P :�� - - %.`❑Complies IFa R.4 idetermined= .[D ]- or a c :are in cc d n r=❑ - -- -- - ,Not - aes : -. ith the NFRC test r cedure w P - _ - F No t Observable .�taken from the default table.- - - - of Applicable -❑N PP 402.4.1.1 ;Air barrier and thermal barrie Y r z om lies [FR23]1 Installed per manufacturer's 4 _ ;'❑Does Not FIT, !Instructions, _ ,...,...[]Not Observable . - PNotApplicable - - -_ - -- - -- 402.4.3 :Fenestration that is not site built _ - _ - - =❑Com lies F R 20 1 .[ l .is fisted and labeled as meeting I 9 - - - s❑ - '`f- Does of - N �AAMA DM CSA 1 1 1.5.2 A4 /W A/ / / - - - - -_ - t Observable - No ;or has infiltration rates per NFRC :400 that do not exceed code Y- - - 4�y?ti mF=�❑Not Applicable _ - - IC -rated recessed lighting fixtures;>T`-_`�❑Complies :R '` } 1: Z .�:�.`�`.�:.Ooes e_ •'seal d at housing/interior finish d to Indicate _2. cfm--- `and Label c e 0 '~ :_© - t No - - - - - - - - t Observable Na 0 se ble . I< 7 leakage e at 5 Pa. 9 - - :❑Not Applicable - p P 14 03.2.1• i r d attics :Su l ducts n flit Supply _ =gin`` r = - > = ❑Com ties - - P FRI2 i:insulated- [ ] o- =&: other ducts t zR A R in unconditioned spaces or - - = _ = - - -Does -Not — - -— - - --Not Observable -- i the building envelope are .,. - - .outside ':insulated to R-6. - - _ z❑ of Applicable - N - - i s 03.2.3 4 ° ::Buildingcavitiesare not used as =z`" - lie - - P - t R15 3 [ l :ducts or plenums. P _ _Co - o s o" - - - - p N t e t N t Observable - 0 e - - - - - - - ',E]Not Applicable ble HVAC piping conveying fluids R- R- I❑Complies ojfiZ?? .=above 105 °F or chilled fluids : ❑goes Not E- below 55 °F are insulated to >_R- :3 i ❑Not Observable Not Applicable F[ ' ' 0 .3 1 14 3- tin n HVA of o o `Protection o sula C - - - - _ :w:i'v i ::<..... ❑ om lies - C - - P I F R24 1 ] i in piping. - - . -❑ Does Not . ..::.:... ;;:: •. Observable of b enrable - ❑N t Applicable is fie o ab I Storage water heaters not = ❑Com lies f ed with integral heattraps - Not ...:::,equipped and having 9 pipe i e risers heat traps installed on bath have ha p t - No Observable :inlets and outlets. External :❑N of Applicable ethe .::...:heat traps installed percode - g ui lin es. IdI s. I '; Z High Impact ':; (Tier 1) �:Medium Impact (Tier 2) 3 ;Low Impact (Tier 3) Project Title; Report date: 08/05/15 Data filenarne: C:\UserstmhooveriDesktop1M961,rck Page 4 of 8 Section Framin I Rourh4n Inspection :. i l laagS VeSsiE s ieid Ve0€ed i - 'Complies? ! 'Value Comrne• r'.W. ' •A' S. a' Pefons . ! Resi.M ! t:q i ............... ....... ...... -- -- -;..........................................................I................. _... stems 4J43 `'Service water heatin systems i••'E3i2 _ ..........__.._........................,................................................... Com lies ; areequipped with automatic ?=❑ F QOesNo t I tem er tora controis - N t observable _ i e I cabl - �❑Not A - pP - I'iQ3' i-A'.. ...: A separate te switch permits the _ _ _ .❑Com lies e s r' lied to elect service • ow r u p E �R p -- - Does No t i .9•watersystems to be turned ofA .�rFFt- - - - Observable -- - - Not °separate crate valve permits rmits the supplied o e main :ener9Y bustion types of S sof combustion - - - oAPf Iicable I - - E ► •sbe Nnie cre tor heating systems to turned off. be s 3?44Z' Water heating equipment meets Table 404.2 ! Table 404.2 ❑Complies Fit' �.;;: ���?;''�';i minimum efficiencies of Table � (required {required �❑Does Not ; 4 ':::`C404.2 in Chapter 4 of the Ef): Ef): Observable < Florida Building Code, Energy❑Not ❑Not Applicable Conservation. Commercial Provisions. Equipment used to provide heating functions as part a combination system satisfies 1- ...all stated requirements for the S :appropriate water heating t ..._........ . category. I _ Solar systems fordomestic h of Y - =:❑Cam lies P - er r duction Batts n :Cat o P - - - - Does Not -- „Z `.`. 1, requirements determined k'. �•:' i::�::':v :•.:: b e ❑Not Observable FloridaSolar Energy....:from the Florid- - -- ;Center NofAlicabl e Directory of Certified Solar System _ I 3' +I iesBuiid'n9s designed too operate at �>_ -ire-. .................. positive indoor pressure or have •: :�- i=!>.�'❑Com .. . _ _.-;s_;r..:::r.,;:;>;�-:,r;;.;•:z::-:<<,:;<: �: ❑Does Not ventilation meet the -Not ifmechanical criteria: 1Maximum �- .. ❑Not Applicable a minimums air -change -hour equal .: - - - - - - from ASi RAE 62 Ventilation form '-"'.Acceptable Indoor Air Quality, z _ _ _ :No ventilation or air-conditioning- - rF f.: - provided air e - stem make-up tX�'r-<r p P - - �� I r`v - - a aces r r is from attics c w -=: I - _ - -- - - -- - 1 attached enclosed garages o r - y - outdoors ace adjacent to swimming pools orspas, - - _ - - - - - -- - - Airdrawn from enclosed s ace s - - - = �have walls insulated R1 - =`r ••a d cell n n >_ -space 9 i R1 9- --_ - permitting, r R IO otherwise. _= - - :...�._v. . _ _ _ ;�❑ m i s to at'c or ravit dam ers are;;'�� _,:,;r- - p - - - 9 Y 5 2: =' on all outdoor air :�fi191. !"Installed - ❑Does Not � akes and exhausts. intakes I - _ _ N of Observable _- - ❑Not Applicable - Additional Comments/Assumptions: 1 I High Impact {Tier 1) .2 Medium Impact (Tier 2) 9 Low impact (Tier 3) ;11 Project Title: Report date: 08/05/15 1 _ _ _ Data_filename:-C:\Users\mhoover\Desktop\M96l.rek - — - —Page 5 of 8 ! Section t ; .... Insulation Inspection mans Verified p� Fieiai verified '..::.' .. .. [ CorE plies? . :3 i C tkarrsaer�ts/�suarrptiorss � r installed insulation is labeled DCom t' es.:,Ali i - N1� 3 the installed R-values eD ors ::D oe t - No : o ide p r v d. - - Not Observable Q N :❑ Ot i - - A ca e pP 1 bl '�FiU1�2342.�Z.:'3::•:� :: Walls, s, ceilings r floors c mmo -- -©Complies -.::.10 separate conditioned Doe N t [ i d to >_ R- •�tenanc s are insulate e - N t - a Observable - 0 e D 11 space .Mass s 9 P - _ -- - - - - ❑No t Applicable co o Is are insulated o common walls f t _ - - >_ -6 R ....:....... ;Floor insulation R-value. R- R-, :QComplies See the Envelope Assemblies �402.1.1, 402.2.6 ❑ Wood ❑ Wood 'QDoes Not table for values. a[IN1]1 ❑ Steel ❑ Steel ;QNot Observable ;E]Not Applicable '3G3 � .2 'Floor insulation installed per P i <QCom I es - -- P 402 2.7 . instructions, and 'manufacturer's in tru n -- '© - Does Not 1 rN2 is 'th the in substantial contact wi - - - of the subfloor. _ N t Observable a ble:underside - -- - - - Nof Applicable 402.1.1, !Wall insulation R-value. If this is a: R- R- ElComplies See the Envelope Assemblies 402.2.5, mass wall with at least Y:z of the ❑Wood ❑Wood TIDoes Not table for values. 402.2.E !wall insulation on the wait ❑ Mass ❑ Mass ;(]Not Observable - [IN311 exterior, the exterior insulation Steel Steel ❑ ❑ ,QNOt Applicable :requirement applies (FR10). 303.2 1 IN4 [ i ' insulation is installed per :Wall :manufacturer's instructions.�Q l]Complies _ - - - - - ' - <> -Does Not :,wary t Observa N o b e - Not A licable PP Additional Comments/Assumptions: 1 High Impact (Tier 1) :2:'t Medium impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desictop\M961.rck Page 6 of 8 Final 1nspecon Provisions Plans Ves•`rfied field Verified 6��lse5CosrmeatsJ*s€�.tio�s Value Vague a Re ...l..E.�..:. ................. ........................................ ..... ......................................_.......................................................................................................I.."................................................. ...................... ........... .... i............. 402.1.1, Ceiling insulationR-value. R- R- ❑Complies (Seethe Envelope Assemblies '- 402.2.1, ❑ Wood ; ❑ Wood !❑Does Not ;table for values. 402.2.2, ❑ Steel ❑Steel UNot Observable j402.2.6 []Not Applicable [FII]1 i I ?`3.1.1.2.:Ceilin9 insulation installed Per u Com lies3 - 1303.2 manufacturer's instructions. s Noti 1iC Fl 2 I Blown insulation marked every _- - - - -b ry - No 0 se able .: ' 300 s ft2. - icable stable- - - �DNat Appl - Complies tod i s with airpermeable I ies ....:. ation include baffle adjacent 'Y Does Not - ...... ::.:...........:.: d vent s that eave s •t ffit an o s o I'. -No t Observable e xtends over insulation. - - :❑ - � N tApplicable - - �❑ o - 1402.2.4 :Attic access hatch and door ; R- R- :QCompiies [FIB]' : insulation >R-value of the i :DDoes Not E adjacent assembly. UNot Observable ; I ' ❑Not Applicable 402� 4. 2 Blower door test @ 50 Pa. <=5 - :• ACH 50 = ACH 50 = :❑Complies [FI17]1 'ach in Climate Zones 1-2, and DDoes Not ; <=3 ach in Climate Zones >2. ❑Not Observable UNot Applicable (403.2.2 ;Duct tightness test result of <=4 cfm/100 cfm/100 :DComplies [F14]1 cfm/100 ft2 across the system or ft2 ft2 i❑Does Not 1 <=3 cfm/100 ft2 without air ❑Nat Observable i handler @ 25 Pa. For rough -in ; ❑Not Applicable :tests, verification may need to ;occur during Framing Inspection. ,,Primary air containment passageways are constructed :and sealed per Section ' C403.2.7.3 of the Florida Building :Code, Energy Conservation.-- - -- - - - ---- td r leaks desi na e 4 e e 03.2.2.1 Air handt o at 2 /o of manufacturer- FI24 Y- i❑Com lies - -- -P - - Fz :u - ' — Does Not!de' -b _ I i n air flow. s9 - - -Not Observable - - o ❑No s... tApplicable - - - �:40 Each separate hat}n cootin Complies h th rmosta t �f J "s stem has a e Y -- ":>�? es of Do N - - -- - t Observable Q No xX'�+ ::::.......: p.j.' _ - of Applicable ca l b I ❑N e .. - M1i4. ••-'....:.:...5=:_::::::::.. —.:_. ^ii—._...nc:'�_ism•..�:.......:..r::.�-.�:;:::Si r ammable thermostats _ 'C1Com ie - - - P �. i f m es. installed on forced air u ac - - -D s Not ae - 0b -rva e `1 se bl - =s -- -icbl D a Nt Applicable - - P P 403 3 3 --Heat um thermostat installed.::.:.❑Complies I. .on heat um P P - - - D Not - oes - - - t rvab - No Obse fe ❑Not Applicable 'cable c at'n service h of water it ul i 9 y< - - - .:❑Com lies -`�Yl -P :.1 m ti or t a c 7:�. • 5t m s have auto I� '.� s e _ []Does o - - -=r- - - D t -- e N accessiblemanual controls. - - -N of Observable ,. •-❑Not AP - p i c ble la 11 High Impact (Tier 1) 2€;Medium Impact (Tier 2) 3- Low Impact (Tier 3) 1 Project Title: Report date: 08/05/15 Data filename_C:1Userslmhoover\Desktop1M961.rck — — - — Page 7 of-8 Section :. ''.. • . • • . ' ' .: '' : E�i €s ��es lfied c=&el d erl aed :...... :.. Final Inspection Provisions . V� 1 iaae Value Complies? CorrrrrerttslAssur��EF>E35 .� S1C @'doff .�D _ .. • -0ti3:5:7 :•Pf I mechanicalventilation on Y t s m se mplies F n R t art of tested andIlisted to d - - - -Doe S Not V ACeu{m - H equipment meet € eff aL 4 P efficacy - d air flow limits. - -G Not Observa ble ......:..... Not - Applicable - 404.1 •7 / of lamps - - - _- - - _ - w-G C m I i es I - a {6li :fixtures or 75% of permanent oesp t i: :fixtures high efficacy have h' Y lamps. c P s. :Does - not t 0 o tour vo ta' I e I PY 9 - t - - - No Observable - - - - - ❑N of Applic able elighting. - - - - -- [404.1.1 ;Fue{ gas lighting systems have lCom ties 1233 :no continuous {{of light. - :-:- `G Doe s Not - - _- Not o Observable - Obs a ble -- {cab - N t Applicable iTT n..... energy gY performance levelel .��.„`�.�_r�;::w-;:�- GCom lies f. re97 EP L display Yc must be - - �- - - - - `D - - -D N Not l` completed leted andthe- n certified- b p - e os - befare final approval ovai of P ...:... _::. ..:-<•�-::r::. N t -Observable - the building for occupancy. _ Not Applicable ri Floo da law w Section 5 0 53.9 $5 _ 'Florida Statutes requires the EPL- - - - - - displaycard to be includedas a n - - - - - addendum to each sales contract - - s for both resold non res old A - - - .AcoPYof _ residential buildings. the EPL card form can be found - _ - - i - - :In Appendix C of theFBC - - ::. Energy Conservation". i on : - - - _ .._:—__..,....5....i.:,:_. ..:........:..v-:_: ..�:. J .:,..-.:ter..>....?:;^ 03 3 : Manufacturer anu u r manuals fact e I r � man s fo F- - - - P Iles F 1$ 3- { mechanical and Ovate r heatin I_ l- - = D s Not C .�. oe o • rov'd I d, e :systems have been_ A :F_ - -- 'v - No 0e t Observable - v _ r _ _-�DNotA Iicable :<:.Air handlingunits are not = ::- ,::=-w=.;::::::<... ;..::: _-- -- _-=�=�-~- -- - - GCom tries .1 . {nstaIled in a ttic. '<- - rt : - - - - Does Not _ Not 0 - bservable DNo A ` I cable Additional- Comments/Assumptions: -- --- 1 High Impact (Tier 1) 1:.2'] Medium Impact (-tier 2) ! 3 I Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M961.rck Page 8 of 8 PAJ a .3 • !�. r..� ,:�.,<: • � . .,�.: Ala � ! �t�,- �ae�riaaec Fs�€r �c��er:; 1 t R T ita tr #a swE3r 2 t. r,'S' C' • 6':�.'7±dta'-'x�'. 48 1,824 :F'a" $ �'.$&`s�%aF`.` ..... "y-eri israi�Is��.ti7+YS�Yi:•'Lx"���: .. T[.�.�;VI<ot�ovF.nwi' .. .. ..: ::-�itfiatrer :2.9•; �'013 • ..: . i7�isty Rhad� .. . 4.cobsen-Homes ' .. .1?ost.:Office:i3oic:3G8� . •.SafetyHarbQt;.1=L3469'$.: .. "' .• ..:. NCanufastuCpr•Ceftiflca iati, "If? s}�l .TiG13;.i~ Pit. Date: Novet�iber 09; �Qif;' Dear DLsty Rhodes It:is:m3rplea%lre:twiiiform.-you.tbat:JacobsenHdmes;:ibcated at- 600'Packard:ICit, $afety'ltarbor, F 34..05, :has:beeri';Rprd ed':uTv4*.ef'the: Mapufac#tired Buildings. Program;'as:prov ded'f4r ande�t: C.hapteY55�,"Part T, Florida, StatuteS`:;.to manufacture: Man dfactured-Builifingsfor-ins W. Ilatiod:in Figrda, . b6vtruitj n.or rr plification-.on':a.y.npnufaMT.ed-building cannot begiii-.intli?the Tirird•Party i4:genty liar.OP,Taw.e{1:'tfte:pfariseiiiatcdr.'iiadcewitti.tti" cuYrenY.glbrlda-BUildhg:-CbVie:.�K O'fhiii1:Pafty: kgency.is.a'contractnr:fior Stye °DepartrrieRt and:li°as statutory"authorityaand:�esponsibih'ties that: rtiust:ise:a?7eifp mablithifi:ajipr«v sfatus:'You.uiaay%e.xpect.and de haft :44A.h'Ly. plaris rev#.eW-.and inspections. :. . . •Each Code'chapge°w#ll make your pliins obsolete'�ritii theyctiave been: reviewed, a:pprove4'and -- - - .iiidieated:;[on.thecover'page.oftha;plans]fiar.'campiiahce:wiitt thhe•:Cod.ebyyourTbird:PaiyAgency" fdi •is{ans revfeVv: i?tease:erisurettiat yoiir'plans::a:re'iri. ctiinpitan'ce'•anil are:"properly p95Ee on"3R:iir.:. welrsite.. It site related instaUe#ion issues:,are sdtiject:tb•ttie-local authority having jurisdictioq:. The Departments cantracfbr-wjil m4.ke (rnanrtou:ated mari3toring.visits.of I�zst.on'de.o4ch"year*, Y+¢u must g,ranf'comptefe':aeeess to gvci.r iiia:nufactUlriftg fa'cilii::ani#srecords':to°:reEiia36.tin coriro.lianee with: • th�c :rd�es atiil re�rila`tio�s>'afithls:. rb .... ... 'fttvr:•certificiitFon #s.:apprii�ied'`for°;#ieee~years':fromttUls�aie:: ou viitli reee53s::a:reiFe�da}.:nnYice liy:: ... _ :•• C-mail:generated#iy.°.the:8:�ivov�wsf#ondabuildinglt�r�)';for:oiiliriz:t'.erie+iva(::II�:�olt.:xiaire:quesf#iitls'. ypu:.may con act'Robesi'.ks�.aenze at'SSd-�17�1835 or:our-EJt C:at $Sa=41*6436, lylease:vislt:our website,a# + +>nr;i r€aatiuilistnn.oro:,to.s@evaluafileinfurriration gn.tihe:F1'otitia: Nianvfai�ured Bultrfirgs.?fogra�s.: A'capy':df this:feffier�riiustaccQist:i�nyappt'i�aiotis:f�.locel' "btiildirfg:peFrtiits .. : . Robert Lorenzo Kanufattured Buildings Program cr HilBorn'yJarnOrt6eteir-Anti'Fkssoc.; a • �ts�n+Yr f -*�•�i}[Sifi(P. Y:: P^V:Y,.KnE�': =ri-�.Fi:�iti�E> i}l;see:., :w-�y�y �•c�� f}* p� y� :::t ;. .fir �4n Vfll�.: �;4•f..'. �'..V L:.V,..� •..-: .E.'. .• ra <3i�iiidse�r~lcia1 f? M. " ::�':. :• "awT i75' s#xe'aLi :t 1 ,` i x s v � 'SS �9�Lt{c-�'�:tk'tlfi�3�3�i�:': :..•�..-.'tr:�'rhr`` . Rci�zz v'_}:.I'9grrE F.:, r"�§ :sgy�'�(i';::Ez�2i�y a r3.:'f:`.i=r' ciGirr• t� Arsz�g } s;av € um—factu:ed ins an N . �:! e �F�i�8�16:reiea_{tiule:is�t, i ., � .�.�.._.,•»�;.��- — - .tT� t,,E=i�:ic�: 0•ui{c�xn� �' (;-�= j dc} B1catYi:..• -• . •: :s�gz�inal d ?ct s l xt �xir s # s� i?? T�ufarti+irai r B?t icftitta t i i:il aga :be'su. acted _: m—at: . JAUi icyn1i bttlWizz- a or't 'it- tThcstate.(VI .AIV4 i fmted1z ibi :L ihw'th-ptartsh.—tfie.:heen-ToviewcA.�ind' cs= ;. ieiiding's ' it s}wCtod : "iatc '':{''L�hL {. eti � and c )n3 , s�s �..stfa;r-l.aBr�tTtctitsaztrscir►i�te€cd€�€ Ci€.".:fait:sr_rj-per;=�.r��ir-c�:^aeti:'TcF�:c-�Li����.,:�•.:•-� � - ,uz-. un :aTT.specfi ri u dr4�or Yree. at Its Ii c trs: i i quise€rtcries >: > :? - - �iir?ii��s�d';=�fafi.n�':^�fti'i��•��{�Ts:S�s�ti�7rt1�3�$�$i€isr�&���l:f,��-Fcea�c>�-}�.i�-s=:[��r�l�€cc��:irtsaii�t�,�z�:� :. •. - . lk :i?it--- r.xxificuily and �tixcl�° .ems °Y� ire the ici,9at ::. ".�#;tci��f Rocidu: anu a- c tseed'{' t iOaft` i9din .RrawTes'� ;r'4.m•Ci't'Y.`'1��3x.�'`�. f$Yel1F$E�krT a I"KT3i�•w�+Ti1'`.�,,."'L�ti'�''.-':E�'.k:L"+�.:`Ea:1u:Si`:1::i:;i.'�:�aroPrS't%izi$'4•"t°>�CtRgl:'V1�"44�:•[�-:a�:...'''' ': °::�ryr ec.iyc Y 1 ic�ri�z: iie:4ns�€LrTt�r tr$a�fs.icarB�*�r ter: ?Tti4.�La��Tt;�pssctYnnLae� at L!? nz r Bi : aci?fir: h.:Fl+:�;iu� Ear d v i �a': €ckfecsi r 3:E�T'd v dl .i s .tom are a€-50. EIE✓3 �-b,": on ���: a.a4lw�i: j;�Fb� si3'�$.If�w'T3i.4"Sz i�tlF� .ti'Cf�tfis.4'a.��i�de n#.sl�it�iA{ �J�:Sn�'•`'�4rL�1.Ec"a� �3�?Etiil�:. : :: .: :::.-. ���{z�ir: �icrCr:r�r F;Btc�', k'c:��-`�{Eli i�-e�''pv��T~s:•try .f;le=�E�ea^w�• f"in��abiiiE+�i�`�,��`.r,C.�.:::.:. �:.:.: .. ::�ddPtional •i�. ai .L'r�$Et'E.':?:.`J-.L's3#..i!�uFCi':'f.....t..=�4;,z[�:€4::b�:k.1��•. .. .. - - .�u:1�-:te':�tf;����;4 i:�.i':. �' ��'4d3� .'.�'_.f�$•.i"r .' v:.••.:�rr�,Lr.i'�;:a��!rw'�C'c�`is3�_f:a;�tl'r'v-:$;.: � - .. . .:�-s`�as�u�cs;r^eaFs+cic� -taste.�s9z�=s�j-..:"eseea2i::xkx-•tr�,s>.:..:-. . rn'i e4d,Rft�STP 1r:.FVYO.�saT'+�r3Et�,.1t.PTtBfitT ; .L�::-T-��?�:F ;�. ,x=r_fi5.�; +':• ' .. : Pam. APPLICATION ENGINEERINGa,, . FOR HEATING AND COOLING t- AUK` JACOBSEN HOMES t 901 4th St North % r Safety Harbor, FL 34695 Manufacturer's Model #: M961-A HVAC System Type: SELF-CONTAINED SPLIT UNITS WITH MULTIPLE ROOM BLOWERS Prepared By LaSalle Air Systems 81f212015 (Method & Output C() 20167 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 worst case orientation. Room loads may vorybased on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 1A (2014) 25N Latitude COOLING LOAD: 10,820 Btuh for Outside Temp/Humidity of 97 ° F'( 36 C)i 48% and Inside reduced to 7..5 F ( 23 C)/ 50% HEATING LOAD: 6,286 Btuh based on outside temp of 34 ° F (1 C) with inside temp raised to 72 ° F (22 C) Crawlspace Is not heated by the primary air handler. Actual UA = 99.6 Max UA (Table R402.1.2) =128.6 Use net wall area, not gross wall CONSTRUCTION DETAILS & U I SHGC VALUES: (22+Non-ins Rim -19 - 30) Total Cond. Floor Area: 455:00 s.f. TRUE Outside Perimeter. 68.83 ft Level 1 Ceiling: 108 to 108 In. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Primary Wall Area: 535.89 s.f. (Net) Dark Roof(U): 0.036 Net Roof Area (less ducts): 455.0 s.€. Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 FLOOR DUCTS (U): n/a' TOTAL Low-E window 65.83 s.f. Sec Wall (U): 0.030 ATTIC DUCTS (U): 0.125 TOTAL S.G.D. 0.00 s.f. Exp Roor(U): 0.048 EXT. DUCTS (U): 0.125 TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 10.28 ATTIC DUCT AREA. 0 s.f. exposed TOTAL Skylite . 0.00.51 S.G.D. 0.480 / 0.39 EXT. DUCT AREA: 0 s.f. exposed TOTAL Doorl Area: 17.78 s_f_ Glass Bic 0.510 / 0.41 PEOPLE: 2 1884.7 Btuh Total Appliances TOTAL Door1 Area: 0.00 s.f. Skylhd 0.790 / 0.64 FIREPLACES: 0 All Glass. %_of Floor. _ 14.47 % Door 1: - - 0.380 - — . DUCT GAIN: @ Average 0 Stub @ 95 TD/ 50 TD All Glass % of Wall: 10.63 % Door 2: 0.670 DUCT LOSS: 0 Btuh @ 78 TD LATENT GAIN: 2154 Btuh Summer Inffitr (7.5 mph): 22.1 cfm Mech. Ventilation : 18.2 cfm ( 8.5 Lls } Altitude: 15 ft Winter Infiltration (16 mph): 41.6 cfm @ Average ROOM BY ROOM VALUES: LMU187i: Outdoor Unit 2 Heat Exiting Fumace: 104 deg A/C Exiting : 46 deg 0.07 Max pressure at AlH Actual heating and cooling required In each room and Cooling Air Heating Air flow set to maximum of either heating or cooling Values for Values for 10 5.0 KW Maximum A/C capacity HEATING COOLING CFM 1.32 tori unit 90 %Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Stub (all adj) Bedroom #1 c 2,797 4,430 159 204 6,678 199 3,865 7,326 14,346 Bath #2 • c 939 1,613 58 - - . - . - - - Living Room c 2,550 4,778 172 270 8,865 264 5,130 9,725 18,829 TOTALS 6,286 10,820 389 474 15,543 463 8,995 17,051 33,176 APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 Manufacturer's Model #: M961-B HVAC System Type: SELF-CONTAINED SPLIT UNITS WITH MULTIPLE ROOM BLOWERS Prepared By LaSalle Air Systems 8/12/2015 jMethod & Output V 20151 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 11P7anua1s 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 worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 1A (2014) 25N Latitude COOLING LOAD: 13,793 Btuh for Outside Temp/Humidity of • 97 ° F ( 36 Cy 48% and Inside reduced to 75 ° F ( 23 C)/ 50% HEATING LOAD: 6,468 Btuh based on outside temp of 34 ° F ( 1 C) with inside temp raised to 72 ° F ( 22 C) CraWlspace is not heated by the primary air handler. Actual UA =106.8 Max UA (Table R402.1.2) =135 Use net wall area, not gross wall CONSTRUCTION DETAILS & U I SHGC VALUES: (22+Non-ins Rim -19 - 30) Total Cond. Floor Area: 405.00 s.f. TRUE Outside Perimeter. 68.60 ft Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Primary Wall Area: 510.19 s.f. (Net) Dark Roof(U): 0.036 Net Roof Area (less ducts): 405.0 s.f. Secondary Wall Area: 0.00 s.f. (Net) Prirri Wall (U): 0.059 FLOOR DUCTS (U): n/a TOTAL Low-E window 64.17 s.f. Sec Wall (U): 0.030 ATTIC DUCTS (U): 0.125 TOTAL S:G.D. 42.14 s.f. Exp Floor(U): 0.048 EXT. DUCTS (U): 0.126 TOTAL Glass Block 0.00 s.f. Low-E wl 0.350 10.28 ATTIC DUCT AREA: 0 ' s.f. exposed TOTAL Skylite 0.00 s.f. S.G.D. 0.480 / 0.39 EXT. DUCT AREA: 0 s.f. exposed TOTAL Doorl Area: 6.00 s.f. Glass Bic 0.510 / 0.41 PEOPLE: 2 2685 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass % of Floor. 26.25 % Door 1: 0.380 DUCT GAIN: @ Average 0 Btuh @ 95 TD/ 50 TD All Glass % of Wall: 17.24 '/o Door 2: 0.670 DUCT LOSS: 0 Btuh @ 78 TD LATENT GAIN: 2153 Btuh -- -Summer Infiltr (7.5 mph): 19.6 cfm Mach. Ventilation : 20.6 cfm ( 9.7 Us) Altitude: 15 ft Winter Infiltration (15 mph): .37.1 cfm @Average - — ROOM BY ROOM VALUES: LMU187F: Outdoor Unit 2 Heat Exiting Furnace: 103 deg A/C Exiling: 46 deg 0.07 Max pressure at A/H NOTICE: Due to glass area variations, the hourly cooling Cooling Air Heating Air loads may not be balanced by a single -zone system Values for Values for 10 . 5.0 KW Maximum A/C capacity HEATING COOLING CFM 1.32 ton unit 90 %Gas/Oil Bee Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Stuh CFM Btuh E Btuh Btuh (alt adj) Bedroom #2 c 1,890 3,651 130 204 6,678 199 3,865 7,326 14,346 Bath #1 c 507 858 30 - - - - - F tchen c 1,143 2.066 73 - - - - - Dining Room c 2,928 7,219 256 270 81865 264 5,130 9,725 18,829 TOTALS 6,468 13,793 490 474 15,543 463 8,995 17,051 33,175 B1 U I 871-11V 22UV CIRCUIT \I- 20A BREAXER 6 SQUIARIE IMCH FRESH AIR I',.',TAI<E THRU WALL, ABOVE BLOWER M USE 36 C�AT —f" rza. '_V X.E., DEMA -Lun. UNI IWI AN RFUM00- -IV P THIS rIT11-11 T. ­g - IOTL G 0 f 140 SmE �-gr' 15'-4" 2*11ftan BEDROOM #1 132 -71- 1013 1 /5'- 10" WO -30,110 x u ifs Z UM Ix J2 . .... ... .......... . ..... 67 W NO Ln 32 ND . .... .... ...... 2 t SQUARE INCir! IFIRESSH AIR itITAKE TIJRIJ ''jALI­ ABOVIE. 93LOWFR L MA N' H� 'P "W/ R! w It. . ............ <ri _00 MANG ROOM 172 W'. x I v z- RR. R Me I 01 L 1 MIU 187 HV i220V I r"IRCAM 4r MW 20A 1131REAIKEDR [Pot". -W, M) OVIRM pa-W DIM _U.... AD BEDROOM -a 94 OW I • .. ................ 7 1 3'- 1 0\', 51­400— 1 V-210- -1 TETI 1 1.) 11=1 T* DMANPjq7LjW_ . I W/ ROvICTFE. CONF. *LaSalleBristol Manufacturing Engineered System Using LG Frame Mounted Mini — Splits with Wall Blowers and Ceiling Blowers 6 SQUARE r 'R- I i _DvKc_ ESH AIR THRIL' 1,1VALL, A911"VE 91LOWEF, SYSTEMS TO BE FULLY OPERATIONAL AT FACTORY Z 27 P 2 PAx M 6 SQUARF !NCH. X DINING: LA b SEE EK RR CA. MAILS W/ R . EM(.-. 1- t'Opq I.. F; 41 TrIJ-) NALL, ADc"VE < U U 'J A I\ALF-ZI94 [IV19b1-) MCP-2194 (M961*) 2U14 CODE VERSION August 21, 2015' ULTIMATE- Design Wind Speed: 180 mph Wind Exposure Category: D 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: -41, -a pry kub. 4' 41.00 UUN . ...... ..... ..VF ...... P Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R3 PASS - INT/END ZONES Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R3 PASS - INT/END ZONES Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-R5 PASS - INT/END ZONES B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-R3 PASS - INT/END ZONES C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-R2 PASS - INT ZONE ONLY French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850,1-R2 PASS - INT ZONE ONLY 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R6 PASS - tNT/END ZONES Single Hung Custom Windows, Inc. 8100 - SH IMPACT. Resistant - Low E (-100) FL5823.4 - R6 PASS - INT/END ZONES Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R6 PASS - INT ZONE ONLY Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R6 PASS - INT ZONE ONLY I . . . ...... .. ..... . . . ........ CAtb Wb t Lc -a ............. . • ..... Pebdt -0 013-- . .. . .. . . . .. . . .. .. . .. . . t; P- s 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R3 Siding James •Hardie CEMPLANK Siding FL 13192 - R4 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 120.98.1-112 Siding Style Crest Vinyl Siding FL 12231.6-112 B Soffits. James Hardie Hardie Soffit Panels FL 13265.1-112 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 1956.1 - R11 Asphalt Shingles GAF Asphalt Shingles FL 10124.1 - R15 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1 - R10 B Underlayment Tamko Building Products Underlayment FL 12328 - R5 Underlayment Tamko Building Products TW Underlayment FL 12328 - R5 Underlayment Johns Manville Ice &Water Guard FL 5307 - R4 Underlayment Woodland industries 15LB Felt FL 17206 - R3 C Cements/Coatings Tamko, Roof Cement FL 1960 -R5 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R7 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 eg t C-il to E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" S. Structural Comp. A Wood Connectors Tie -down Engineering Wood Connectors Oliver Technologies Wood Connectors Master Craft Eng. Wood Connectors Master Craft Eng. Wood Connectors Master Craft Eng. B Truss Plate C Engineered Lumber MiTek GP Coil Strap Coil Strap Metal Strap Metal Strap Metal Strap Truss connector plates GP -Lam . . . ...... .. U r FL13488.10 - R3 Local Approval Constellation Tech, Report - A131394 I FIL 9159.4 - R3 FL 9159.4 - R3 FL 2197 - R5 FL 2023.1 - R5 al .......... . . . . . .. . PASS - INT ZONE ONLY 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 Analytical -Services L&burro�wy -799-7 Bryan Dziiry RDaf.L Suite too. Lamo, F-lr>iidaZM77-1452 Tele-blibne 772-7 4:7.060 :Tul-ITtze gigig..33:. 5_.7.g_gq Fax 729.545..;0.4S: Cgent.- HVVC- & Associates: -Contact. Jj-jq,'LYons Hilbom-Wernm Carter & -Assea.0ke 162 TS)uth-, Mfyrtle�,Avanue- C-lear%-attf.-F-L 3375.6. :Sample Degcxiptieu:'remsile' -Sam -J,.s 1693,29. Date Repovt6ffi 6/24f-7q13 DISC-usdom. F-Gurh1wricane the tensile' and. yield stmjighs, tested --ir. full wid&-and- rhickoess u - in"gp Tinkis -Olsda LoCap: tan il--testwtVlth a.*304000�.,powd W-r-611,calibration due. 1.0124/1- R-esull&, SOW-imen Width 9 -q .) Thickness': Pealf. Xs ad Peak Stress' (PS-1). ' VIM- toaf, 6142! V-l-dd'.St-reug,.fi i Elumgatldh (P-Sil 750-1. .1 3-70. 5,379 1-16,407 5.1 -25. 10-931 4, 1.248 1*� 0.0376* 506. 12 1 13 -42 poge. 'I 1(3.173 4 4.5 .5 I. 49. .2 0-,03-75- 5,331 11-3--.9 -.1.0 5,200 4 - 1.250 J. 0. OS 65. 1 9 2M -04.5- 1 10-84443 10 . .1.0 .07, Thi, .1--pon AA not be A IV V "Author- Ronald Jacimar, Approved: wi3 AS-$4TNDT U;W-91. Nfr &, ?-t-4"V' -ActmWigiam h j zl�/ Xs. 35302 VuLT - 84�� rhp� Aso = ���.; ' !3 G = ����'1 C. •f.� � = �.��.� E C VASti • L S { csr i, V,4So - SD mp E�ac�o�,, c ' ' r�+r' ► = �a� `t•. . 'c- 8 �` V�tE.T " � 'ynph . �•�r�o: u y�. 4 vn��' � 3� �' j `�eQCallfdld//0 , G �`• No 63802 16 ej � C _ • S 0 GO ry1p��Eti�� 8l27l�015 �fIrz,P M i c h a, I Digitally signed by: Michael G Tomko • D ' ::CN =.Michael G ° rtkoC=US Date: 2015.08.27 09: Tomko 507. - 04'00' Job Truss Truss Type Qty Ply Jacobsen Homes 216 64315 M699501 MONO TRUSS 1 1 M42137F ob Reference o bona lI Universal Forest Products Inc„ Grand Rapids, MI 49525, Peggy Beckett 7.330 a Fab 17 2012 MTek Industries, Ina Wed Jut 18 12:09:22 2012 Page 1 of 1 ' B." 7-3-2 4-1-14 3x4 iI 5 3.33 ii2 3x3 2 4 opt. out -off - 0.1-8 H T1 Ws 34 3 W3 12 tGiljl -- B7 34 7 fi 8 _ 2x3 11 3x3 = 3x3 7-3-2 4-1-14 0,6,0 1 11•S-0 ( u � ALT. CANTILEVER DETAIL A 06 2 6! ' cot li of 8 REACTIONS x Horz88=288(LC 5) J� Max UpIIR6=299(LC 7). 8=795(LC 5) 3-2-OCantilever Max Grav6=216(LC 2), 8=580(1-C 2) rL` ' u Plate Offsets X 2:0 0 6 0.1 8 , 3:0 1 8.0.1 , 4:0-1-8,0-1 6:4-1-8 0441 41-8 0-1-4 SPACING: 2-0-0 SPACING: 1-4-0 SPACING 24)-0 CSI DEFL In (toe) Udell Ud PLATES GRIP LOADING (psf) LOADING (pal) -- Plates Increase 1.25 TC 0.58 Vert(LL) 0.11 7-8 >999 -240- MT20 197H44 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 Be 0.35 Vert(M) -0.09 7-8 >999 180 TCDL 7.0 TCOL 10.6 Rep Stress Incr YES WB 0.38 Horz(TL) -0.03 6 n1a nla BCLL 0.0 BCLL 0.0• Code FBC201C)TPi2007 (Matrix) Weight: 31Ib BCOL 7.0 BCDL 10.5 FT = 0% ' LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-2 cc purlins, except end verticaw.] 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) 6423JMechanical, 2=35310-3-8 (min. 0-1-8) Esigned by Kevin Freeman Max Harz 2=288(LC 6) Max Uplift6r467(LC 7), 2=-459(LC 5) tq ttE6':l 3'd4 fit Max Grav6=379(LC 2), 2=416(LC 2) � 'FIR -Es 9JtF f , tttt FORCES pb)-Maximum CompressionlMa:dmumTension o� t .••'' C"�'•t,`J'r%,f`"'�.,r `-'� •�`+ TOP CHORD 1-2=0fl, 2-3-940J1152, 3.4=-550J637, 4-5=-53J6, 5-6=941195 0 � ` BOT CHORD 2-8=13961870, 7-8=1396J870, 6-7=-804J505 WEBS 3-8=01121, 3.7=3771615, 4-7-1241216, 4-6=-5481869 NOTES o 1) This truss has been checked for uniform roof live load only, except as rioted. , • �; .. Vult=150mph Vasd=116mph @24tn o.m; TCDL=2Bpst•. BCDL=28psf; (AN. Vutt-lWmph @16in o.c.; TCDL=4.2pr / 2) Wkid: ASCE 7.10; (a second gust) C-C Exterlor(2) zone; cantilever left exposed ;(-C fc- � BCDL=4.2psf)- h-35f: Cat II; Exp D; Encl., GCpi=a.1 B; MWFRS (envelope) gable end zone and , forces DDL=1.60 ► � members and & MWFRS for reactions shown: Lumber DOL=1.60 plate grip 3) truss has been designed roc basic toad combinations, which include cases with reductions for multiple concurrent Eve loads. : �t � This 4) This truss has been designed for a 10.0 pal bottom chord Eve load nonoonusrant with any other live loads. ` been designed for load 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0.0 wide will fit between the �j, `• L,a�'�)� a; .•` � 5) This truss has alive of +� ems" bottom chord and any other members. to bearing capable of withstanding 467 ib uplift at joint 6 and 459lb uprift at Joint 2. 6) Provide mechanical connection (by others) of truss plate The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document 7i1812012 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 adapted building code rest with the building official or designated appointee. ®WARNING -Verify design parameters and READ NOTES PHONE (616Unive}-364-6181 FAX ( Forest 66n}3t35-0060 28GRANDEAST RAPIDS. M1449952 E This building component has only been designed for the toads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for Offing methods and system design. Builder responsibilities are defined under TPl1. This design Is based only upon parameters shown, and is for an individual building component to be tnstalled'and loaded vertically. Applicab lity 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 resporisibllity 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, 630o Enterprise LN, Madison, WI 53719 J:lsWpor itekSuppttemplates\ufp.tpe Q�rpyright 2012 by: Universal Forest Products, ink. Job Truss Truss Type Qty Ply Jacobsen Homes 216 FL 75913 M834101 MONO TRUSS 1 1 Ref. #2162337 Universal Forestroducts Inc., Grand Rapids, MI 49525, Weston Gorby 7.520 a May 8 2014 MlTek Industries, Inc. Mon Nov 17 09:51:12 2014 Page 1 of 1 Copyright W 2014 Universal Forest Products, Inc. All Rights Reserved Opt. Cantilever Detail Max Grav 7=496 Max Horz 7=379 W 3-3-4 3-2-14 3-2-14 3-3-4 3-2-14 3-2-14 UCd 11 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (ioc) Vdefi Ud' PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0A1 Vert(LL) 0.08 7 >999 240 MT20 1971144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.07 7 >999 180 TCDL ' 7.0 TCDL 10.5 Rep Stress lncr YES WB 0.47 Horz(FL) -0.02 5 n/a n/a BCLL 0.0 ' BCLL 0.0 .I Code FBC2010frPI2007 (Matrix) Weight: 32 lb BCDL 7.0 BCDL 10.5 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing direetiy.appiied or 6-0-0 oc BOT CHORD 2x4 SPF No.2 purlins, except end verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing._ REACTIONS. (lb/size) 1=323/0-3-8 (min. 0-1-8), 5=323/Mechanical Max Horz 1=379(LC 5) ` R O Max Uplift 1=-487(LC 5), 5=-606(LC 5) FORCES. (lb) - Maximum Compression/Maximum Tension ^� TOPCHORD ` r BOT CHORD 1-7=1686/6 5, 6-7�3-4=-6 686166559115-66/214 20/3 7C ^5 WEBS 3-5=-436/1095, 2-7=0/104, 3-6=235/190, 2-6=-313/604 AN 2 $ 21?t5 =? �G r E-signed by Kevin Freeman NOTES- 1; gTBSt'iZ&� 1) This truss has been checked for uniform roof live load only, except as 104,. j, fir, ,f 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasil=139mph @24in o.c�;�DL=2.8psf; BC8psf; (Alt `�t'�i� y� C/� try �• .� �� 180mph @16in o.c.; TCDL=4.2psf; BCDL=4.2psro; h=35ft; Cat, 11; Exp D; Eno`1-.,�.G4t�0 1 �[tt1 W. S (envelope) �. .•.i �E j.-` ., A gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS^for4 aduons shown; Lumber DOL=1.60 plate grip DOL=1.60 . • N 4 y 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •;..i::.- 4) 'This truss has been designed for a live load of 20.Ops€ on the bottom chord in a!I areas where a rectangle 3-6-0 t by 2-0-0 wide will fit between the bottom chord and any other members. b 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 1 ��' q and 606 lb uplift at joint 5. Jar (u� 6) Fixity of member 5 - 4 has been changed. rrrr�`�d€ t4e1eF°q The professional engineering sea! indicates that a licensed professional has reviewed -the design under the standards referenced within this document 11/17/2014 not necessarily the current state building code. The engineering seal Is not an approval to use in a specific state. The final detemtlnation 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 BELTUNE RD, NE Truss shall not be cut or modified withoutapproval of the truss design engineer. PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525.a This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The budder Is responsible f.,M.g methods end 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 oflu Wmg designer- not buss designer. Bracing shown Is for lateral support of indivdual web members only. Additional temporary bracing to insure stabifdy during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the budding designer. For general guidance regarding 9) fabrication, quality control, storage, delivery, erection and bracing, consult scsl 1-o6 from the wood Thus Councll of America and Truss Plate Institute Recommendation available from wrCA, 6300 EnterpriselN, Madison, WI63719 J:lsupportlMiwk6uppVemplatesufo.tne