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HomeMy WebLinkAboutLETTER 0F APPROVALRECEI`'--D JUG! 2 J 2017 ENGINEERING a INSPECTIONS CERTIFICATIONS • TESTING June 16, 2017 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1.265 MCPA828; R-3 HWC Plan#: 2540-0328(M1265) 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 tiiith the 2014 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) . - 2. Items installed at the site are subjecttb review, approval, and inspection by the local authority having jurisdictions 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER; FLORIOA-33755 (727) 584,8151 FAX: (727) 586-3343 1 (727) 508.2392 1 (727) 567-0447 HadWu Oadda Impo don 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--BYA- STATE- APPROVED- THIRD -PARTY- AGENCY- &--FOUND-- COMPLIANT -WITH -THE- FBC.- FA.11�(M/ PLUA SIlER�9'�' V�/EW�i11'.RaA> ON& 19' `� �4,/A�a7: COASTALiuE.LTHIS MCM W� m ND�iE a BELOW � Al ilG4 ON LOCAL 44"ING OOPART.: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL/PWMBING 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 REWMENTS. Z IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS UST DOES NOT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY BE REQ'D T�q �yyy� SM �1LM®ji►Y �VA�Rl�T>�®j� OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS FOR A COMPLETE INSTALLATION. ALL TE INSTALLED ITEMS ARE SUBJECT A'A�� �A`��a .rAraa� wA ■■..II REWIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY TO APPROVAL BY THE WHA ALL CODE COMPLIANCE FOR ANY SITE INSTALLED AND ALL REVIEW, APPROVAL, INSPECTION, RE -INSPECTION FEES AND/OR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE N ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY Y THE CERTIFIED CONTRACTOR. ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS FAILURE TO CONFORM TO CODES & JACOBSEN SPEC'S MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE. I. ALL LOTS SHALL BE PROVIDED PATH DRAINAGE AND SHALL BE GRADED SO AS & THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR TO DRAM SURFACE AWAY FROM THE AND THE FOUNDATION WATER AND ALL CONSTRUCTION MEM%MPERFORMED ETHODSITHE MCL r�y� WALLS (BY OTHERS). ALL CRASS, VEGETATION. ORGANIC MATTER. UNSTABLE SOIL STRUCTURSEQUENE COORDINATION OF ALL WDRKON SUBS. SM RR�A �. (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS). OTHER DBF(EEiD RIOUS MATAL(S), 4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. .... ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETC... SHALL BE REMOVED FROM THE 5. 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 FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL SITE ORMIRG/FI L AND LOT PREP. QNCLLOINO DRANAOq. THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. 2. IIE CMELETE FOUNDATION, TE-DOWK AND AHaawG SYSTEMS. FOR EVERY 70 FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY S THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN & MITE 71EA71ENT AND SECURED VAPOR BARRIER BELOW SIRVCTW- PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMES. 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARD COUNTIES. 4. RAMPS, STAIRS, AND O1mAL ACCl:&S (INCLUDING ALL AOMSSSM REOMERS). 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH A EuEmm DEANS, aEw-OUTS. AND HOOKUP TO TLE Pumm SYSWS). APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED 6. ANY PORTABLE FIRE EXTNa1I9MER(s) AID/OR FINE 9pFIRESSIaN SYSTEgS) REED. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL 7. EECTWA SERVICE (INCLUDING Fly & CROSS-OVERS ON MULTI-SEcnw UNITS. COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING a ALL 1U6wmm DRYWALL - COMPLETE PANEL FAs1E NGm TAPE at 7EXMlE EXC® 1/4' IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS PLANS SHALL NOT BE HELD LIABLE, IF A BUILDING IS INSTALLED INTO A 3Ar NAILS - Ir 0.G MAX: 3/6' STREWS - I6' O.C. MAZE - UXFNSHID DRYWALL ONLY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN T SIT. FT. FOR EACH 150 SO. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 9. STRUCTURAL & AE;DEOC EOEWONNECTIONS BETWEEN MODIAES/SECTOM _ OF CRAML SPACE BENEATH R . CRAWL SPACE ACCESS AIIL INSTALLED THE BUILDING, SHALL ,NOT NECESSARILY = BONDING OF METAL SISHO ON(EDWAL44mm EST. SOM AND ROOM WALM FBC/FRC. MIN. 6 POLYP VAPOR BARRIEEA "°'47TFIETIS RED' BELOW T 7. THESE DRAWINGS, PLAN% DETAILS, D SPECIFICATIONS MAY IT. D=OR WALL RNM (IEDAND BMW NAMIIALS AREAS). QALTERNAIE 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. WINDOW GUAR IM FALL PROTECTION, WINDOW PROTMIION. AND/OR SIR M SHUTTERS 1 THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOW. BUT ARE REO'D FOR THE COMPLETION OF ANY ITEM INCLUDED I& BOTTOM W Tim N9AATICN/wnumSCAM MATERIAL (WILL EE NOTED ON PUN). SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS IN THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART 14. °Ross -OVER CONNECTIONS (NVAC0. FRESH AIR INTAKE. AND EDAM DOOR 7M. ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS I& AIR GOMDRIR&N7 AND WALTNG SYSTEM (MUI R TO FLORIDA OEM CALCULATIONS GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER 8. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS NOTES, DETAILS AND SPECS) FOR WIMU M EFFICIENCY RIMMEMENTS} NSTAIIID CNr-SETS, BY 01NEM DOES NOT READILY DRAIN FROM THE BUILDING SITF, -THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOSS]N'HOMES OR THEIR ENGINEER AND SHALL I& HVAc DISCONNECT, 1W6NG6 BREWERS, saRAa RECEPTACLE, ETC. UNDER -FLOOR SPACE SHALL, AT A MINIMUM, BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS 17. ROOF COVERING AT EeMCE AREAS. DRY-N, AND COMPLETION (RDMAICIRSOM E7�} GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. IIL GABLE END FRAYING WIN HINT= ROOF SYSTEMS. 4. UNLESS 07HMWISE SPECIFIED IN THIS PACKAGE; EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDNATED BY THE CONTRACTOR. is. FIREPLACE amey sTAcK, vENTEATm slim F7rmum aRUEY RRAm m SEGMENT & COLUMN LOCATIONS SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND 70 TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE NOTE' THE FLOOR AND/OR ROOD DESIGN OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE 20, REOb NAB BARS AND ANY OTHER ACCEPTABLE FEATURES THAT ME RERBNED. M. ONLY WHEN NOT INSTALLED N THE FACTORY, INSULATION AND fEVID AIR BARRIER. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS CONSTRUCTION' AS REFERENCED IN FAC RULE 69A-1012(6). POSTING OF NOTICE SIGN(S) AS 22. HIGH EFFICACY LAMPS REQUIRED Y FRC R404 ARE INSTALLED ON-SR1E, BY OTHERS. & COLUMN LOADS THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. REQUIRED BY FAC RULE 69A-3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPON9BTUTY 2.1 'BUILDING ADDRESS' AS REQUIRED BY FBC R319.1 ARE INSTALLED ON-91E, BY OTHEM 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNER. LOCAL APPROVAL IS NOT REOb FOR ITEMS INSTALLED AND INSPECTED AT THE FACTORY. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, '��r�(��� /► WR,IALI LNG: ��q y� CA )lA® % A MINIMUM 1 1/2- BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM (SIDEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED). INSTM124G A MODULAR STIRUCTURE/BUILDNG CAN BE DaREMILY DANGEROUS. ONLY MODULAR BNLDINGS/STRUC7U1ES CAN WEIGH SEVERAL TONS IT IS EXTREMELY IMPORTANT 6.- THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCEURE/ISUILONG. THAT ALL PERSONNEL. ON THE JOB S17L BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED. SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRAC70R IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY A TIGHT FIT D PROPER BEARING. ALL WOOD SHIMS SHALL BE FREE OF KNOTS, IN ADDITION TO THE DANCER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA CHECKS. SPUTS BREAKS. AND/OR OTHER IMPERFECTIONS ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL. STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS THE BE OF TREATED LUMBER OR OTHER APPROVED MATFRW.(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96X DENSITY -PER ASTM D-1557. FOOTERS IY BELOW VIRGIN SOIL MID BELOW FROST-UNL & THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 1. MEAN ,LOOP NDGNF IN". 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL IRE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SOING & OWE FOR TERMITE INSPECTION (4 INCHES MINIMUM FOR GARAGE OR PATIO SIBS). 2 UNLESS 07MVASE NOTED, 15 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL. SPACE AREA) TO THE SOD. 3. A 1--D' (12 INCHM MUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE SIRUCTimm EXTERIOR WALLS AND ALL CONDENSATE DRAINS, R00F/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAINS & WATER HEATER T&P DRAIN (ON-97E). 4. TREATMENT SHALL BE APPLIED TO ALL AREAS BREATH THE BUILDING/STRUCTURE (INCLUDING; PORCHES AND 07HER Lna AREAS). AS WELL AS ALL EXTERIOR AREAS THAT ARE LOCATED WTI19N A MINIMUM OF 1'-0' (12 INCHES) FROM ANY/ALL IXTB60R WALLS OF THE FOUNDATION SYSEEY AND/OR ANY PORTION OF IRE BUILDING/STRUCTURE OR AS ALLOWED BY THE FEC/FIM 5. 7RIEATED SOIL BELOW THE STRUCTURE SHALL BE COVEED WITH A MN. 6 MS POLY VAPOR BARTHEL TREATMENT SHALL BE DONE AFTER ALL EXCAVATOR, BACK FILLING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE 7REATMEIT CL INSTALLED SHALL BE RETREATED. 6. NO WOOD, VEGETATION. DEAD ROOTS, CAFMWM06 PAPER, TRASH. ORGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIAL SHALL 13E BURIED WITHIN FIFTEEN. FEET OF ANY BUILDING/S7RUCTURE NOR THE P09TION OF ANY BUILCNG/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1. 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWSE NOTED, A CAM TERMITE SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG TEE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REQ`D. i®R -NE. PR ®N: NAND -BORNE DEBRIS PROTECTION IS MOI INSTALLED NQR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REO'D W/ IMPACT RESISTANT WINDOWS. +E,Ac®laslm'E H®S 600 PACKARD COUIR, SAFELY HARBOR, FL 34695 727-726.1138 35 FEET YAIONUN ✓ ATE STATE OF FLORDA Au SutoDau 2014 FAC 5016 SUFNGH04a jw MECHANICAL, 2014 FAC 2016 Su7NWABOS L" NE`mx4L' 2011 NEC Imumu 10i 2014 FAC 2016 StTKJAAWNa 2014 FRC 2.16 SOFFISVNa �R®�I _ _ ❑\I❑ THIS DRAWING PACKAGE COMPLIES 049•S•/'Ibti"ON pAo,+t ts) 1�1G �tliM� J<R 671+G•i. !J ❑❑❑ WITH THE FLORIDA MANUFACTURED BUILDING ACr OF 197E AND ADHERE COVER SHEET & NOTES 1 TO THE FOLLOWING CRnBUt FLOOR PLAN LAYOUT 2 •E N1 '• aoMPIJEs W/ 2014 FLORIDA RES. CODE, NOT USED 3 '�� • \G SAC••.' INCLUDING ALL 2016 SUPPLBAEMS ELECTRICAL CALC'S & NOTES 4 � � 1 0 63802 ELECTRICAL LAYOUT 5 k • �1 CONSTRUCTION TYPE V-B EXTERIOR ELEVATIONS 6 OCCUPANCY R-3 � EXTERIOR ELEVATIONS 7TOTAL • ; A`y7�'I l ER 1 PLUMBING NOTES &DETAILS 8 OF STOWES: POTABLE WATER SYSTEM DETAILS 9 Q R 1.••. , 170 MPH vaom wR (Uftk.GU) HVAC SYSTEM LAYOUT 10 �Q At - ♦♦♦N A a�`{O FIRE FIRE RATING OF SHEARWALL & SET-UP DETAILS 11 EXIBUORVyALLs 0 SHEARWALL CALCULATIONS 12 Z ALLOWABLE 40 PSF FOUNDATION LOAD DETAILS 13 FLOOR LOAD TYPICAL CROSS-SECTION (ON -FRAME) 14 3 ALLOWABLE ROOF LOAD 20 PSF, TYPICAL CROSS-SECTION (OFF -FRAME) 15 'Q V EXTERIOR GLAZING PROTECTION 16 SEISMIC LOAD 0 JACOBSEN FD t N9Arma4TAVA MANUFACTURER HOMES O1011 Q,N 46114 (9Q 2Nm46 HIGH Veocmr N O A iy�,� �eATmC�RYdAa�: HURRICANIE ZONE JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR PLAN NO.t FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S I� MCP-2328 (M1265') TRUSS DETAIL(S) MESE PLANS COMPLY WIFIR RULE 61.G20-3 FOR PRODUCT APPROVAL OR VaM STATE OF FLORIDA STA7UlE 55a sae AREA. RESERVED FOR LISTING AGENCY APPROVAL STAMPS: REVIEW OF THE PLANS AND SPE°RCATIMS CONTAINED WI1M1 THIS DRAT NN0 PACKAGE INDICATES COMPLIANCE WITH THE CODES REFEEIN® HEREIL CON57BUCFIoN CALC'S FIGURED PER R301,2.1.1 - MEFHOD 2 6�•i T RAMS® SEAL (OR ELECTRONICALLY SEATED) IN THE THIRD PARTY TIMING AGENCY S OFFICE AS DIRECTED BY FLORIDA DBPR. TEE. MRNWACMRWS DATA SHEET Digitally by:LLE AND TIRE STATE (DBPR) INSIGNIA, signed PERMIWEMLY MOUNTED TDOAichaeI THE EtECTIUCAL P�(COVE,),D MI ael G Tomko,ABOUT : CN = Michael (OL66 mko C = USe: 2017.06.15q�g�(���PT/PRom` 13:10-04'00'gRTER A(7I111!1M NNE.& ♦ INC. 1627 S. MYRTLE AWE. SEMN 555 11M( F9 9PE(SFIMY EXUMPIS STATE APPROVED MAMIFACIUED [MNULA lLlwN6S 0- DBPR INSXRIUI, TROY FL1RUiTt RAN RENEW BY LOCAL CODE ENFORO CLFARWAM FL 33766 ADENQS INE INSIGNIA ISSM 1M THE FLORIDA DEPARTMENT OF IA7WE33 & PAOFLSSRML RFA I ATI NS HOOT ATTESTS THAT THE PLANS HAVE WM REMIXED AD THE BUILDING HAS BEN INSPECTED HY STATE APPROVED THIRD PAW AGENCY AND TO" COMPLIANT WITH THE FLORIDA BUWNG CO[ D'27) 884815E mno W 20N4 naDA N m ImG NDmC ALL Sae SPiI°OR9 01 THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH %Pb18 , 6-16-17 I2Fdit N0.2540-0328(M1265m I3UU.DING IS NOT A HUD SUILDENG. HURRICANE ZNM (NYHz). (LE, DADS KDINTY N BROWAID comm Approved By SCOTT S. FRANCIS THIS STRUCTURE HAS BEEN DESIGNED FOR HREcnoN OR 'a• THIS BUILDING IS SUE,EOT TO KNEW AND APPROVAL OF IHE FIE INSPECTOR, ON -SITE, FOR INSTAUANON ON A SITE BUILT PERMANENT FOUNDATION AND a COMPLIANCE VAIN N 6W FIRE SAFETY COOS. IS Nor DESIGNED TO BE MOVED ONCE SO ERECTED OR RMALLFA. DRAWN: CAYRILE JACWSM HAIR CERTIFIES THAT THIS MANUFACTURED BUILDING KOS BEER EXCLUDED FROM a ;d APPROXIMATE SQUARE FOOTAGE OF BUILDING: THE REGULATION OF ME UNWED STALES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUD). oi1y(NTr �„ 845.SS SQ.Ft. LIVING AREA, CHECKED. CHECKED. M.T. Mblf ing Plaim r ns 1P- WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED Y OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. .icettse No. SMP-42 DA 6/5/2017 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS SCALED 1 3/16' - V-Ir DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE. COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED -14 THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS SLEET: 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 I OF 16 AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. :P COPYRIGHT 21117 AEC Ep m. C DINS: 170 MPH MODEL, MOD 1265 CDPMGIT Q 2017 J . awomm HOES. SAFETY MAmm naDA AL Fxm mSmvm E 7 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED U711 A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT OOVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. Z ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWSUNG UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'WR' (WEATHER RESISTANT). ` 76 ROOF o R-30 WALL = R-19 FLOOR = R-22 [OHL R411 MOD 1265 170 MPH - Wit (UtGRGte) 7/W 90MM (056) - ONE III ONLY 4 FASTEN OSB W/ M - OL131 NAL 0 3 N. O.C. MAX MN ((4)20 GA STRAP W/ (9) ai31 X 111 jzo� (EacAL h, ON z RONs 0 519' O.C. MAX - srACGERN NK I FLOOR JOIST BELOW WALL 40'-4" 9'-81/2° 41/2" 2'-2" 41/2' 5-0°ROOF DEP1. 5" WXFSE 36 X 117 MODULAR FLAT RAFIEli5 35 3/4° TM1111'6UDBO3J 14'4 1 /4" 34�/2" . 12'-9° 18'-1 1 /2" 22'-9° —� eFm -2 1 /2° 10' M . E1POSIRE C MM = 35 FEET G 4° I,.,BEDROOM # 2 OFFSET \ 4 87 N � 6— j )35 3/4" I= � x Sr W PREP FOR Zt STATE( W/D 4 im 1R 46' HIM - pp��pp 32 33' X a�E EfiRE55 6B 0 20 X 25 No LOCK PA. CIL 8 O ' 5r :. #2 -�, 24 7/W SEATft (OSB) - ONE SIDE ONLY 3 FASTEN OSB w/ MIL - 15 GA STAPLE 0 3 K Or- MAX FLOOR/WAII/CtIM - 0.131 It 31/2" NAIL 0 4.11C ac MAX OR 2 ROIS 0 6.232' O.C. MAX - STAGGERED WL (3) 20 GA. STRAP W/ (9) 0.131 X 1 1/2 NALS (FA END) YR 1 FLOOR Aff Wo WALL 10'-0 1/4 41/20 10'-10 3/4' 6° JACOBSEN HOMES MMCP-2328-M1265• NO 510E OVERHANGS 40'-4' 28'-6 3/4' 33'-7 3/8' E "' D1R26s•, 35 Pff FOR 211/4' 32'-8' {r 39 f w -© 6/5/2017 53' SIL HGT I 241/2' X 601/4' 10 J�DPIE:NlNfi DINING 85 mLr llIOLLT eaa�s dCI �Jo�PREP FOR 74' X W 16 CHME ON 16 180' INSULATE ALL WALLS AROUND AIR HANDLER RDGE BEAN - EWA - BOTH SECOONS) LIVING ROOM I 7A I� BEDROOM # 1It r� �- I1NEN (� L241/2 X 601/4 SG J241/2' X 601/4 1W X 40 IN SG. 301/Y X 601/4' 301/2' X 601/4'eLRLn rIDS WALL 1 3 3/4 16' I8I 7/8" �s�Wtt�ITT ° 2V 22 _2 34-7 1/2'pp 3'-6 3/4— 17'-6 1/8" (TOILET) 23'-10 1/2" H13OF DEPT. USE 36 X 133 MODULAR FLAT RAFTERS�u,-6w IMPACT WINDOWS THIS SECTION 39'_0' -� (CHECK SALES ORDER) IM699402] 13'-41/2" 41/2 71-11" 41/2' 15-111/2° 39'-0" SOLID FUEL BURNING FIRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-107 ON -SITE 3 U g cai I OFFSET L1w� l Ol C MOD-1265 � N p (51fiNAi(111E-EMIT X C2 M �I O 2 (0NRO GIRO VOGUL P- I- IDWIn E YIEONS) . SBE L ( A ra"m�D ( 12 • OO D.751 49a5 0 14 • 30 3852 3214 0 14 a 40 4.053 24a 134 14 N 60 S M 392 2M 14 F M &W 434 Los 24 s 12 Z054 1.772 0 24 ■ 40 n0(0 490 24S 24 N 54 a2M an us 24 - a0 1025 79G L93 30 • 1a 3915 33M 0 30 - 27 IL772 39 1. 30 N 4o BLM LED JO 0 00 1Z701 a05 Sam 30 ■ 5a 14.065 11.03 m 34 34 a215 aw0 3s : to 4= S1R0 35 w 40 10202 7.71 Im 36 A 60 15M 122 6. 35 a 5 1552 .4 0 72 , 13 n751 COBB 0 DDOT SOFmNR 0000 W amL AREA (M F.) UOIT � VMM ) VENT (FRaVIDED 30 • a2 21.GM 0 0 35 N a2 21.550 4.7301 0 35 , 02 21.630 a7 0 72 • 5O 40 3254 1EL011 6=L aO 57.152 4551 24.09 �y Zj3xi j3xil a Q g R, It 2 Oo O HITCH �o� wo ZZ 7/16• SIEAIENG (011) - ONE SDE ONLY OSB W/ WL - 15 GA STAPLE 0 3 K O.C. MAX 12 OFASIFN R OOR/YULL/CEILING = a131' N 3 1/r HAL 0 4.236• ac MAX OR 2 ROR 0 847F O.C. MAX - STAGGERED 1G1 {3) 2O GA STRAP 1/ (9) 0.131 X 1 1/2 RAILS (FA END) i _ MOIL 3 FLOOR JOISTS BELOW WALL ' 2xB MINIMUM FLOOR SYSTEM REQUIRED 2x10 MINIMUM FLOOR SYSTEM REQUIRED z ••• ALL 1-BEAM (CHASSIS) LOCATIONS SHALL HAVE PIERS 2 • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION • PERIMETER AND MATING LINE PIERS ARE REQUIRED. Q� • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS LIMIT JACOBSENI. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT M5 BOTH THE 51DEWALL AND THE MATING LINE AREAS, FOUNDATION PER FB[ AND STD. ENGINEERING PRACTICES. MOTH THE SIDEWALL AND THE MATING LINE AREAS, AS WELL AS AT THE ENO OF EACH SHEAR SEGMENT. C AS WELL.AS AT THE END OF EACH SHEAR SEGMENT. um AND YDR G1LL11ATONS uoR ualr 1NDR yEM ROOM Iaaw AREA I PEA/ NA1E (SO m) (SO m (00R) (90 FTa (Sa R) „RaU ,roor „c .a,w — vww ,w,.v DIM ROAM a5 as "m 54 11.79 PASS BLDR0W1 n 101 am rose 4.7a 7.55 PASS Bm2DW112 P L96 12.2 S40 L14 PASS ANY ATTArHMERITS TO THIS STRUCTURE SHALL HE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LEGEND - FLOON RAN SYMMS ®a (a 1r OR 14' RETURN AR ONOP (GYP.) ® 1r MCI Om LOCATION LIMP.) AR HAIRED ucAim (TYT.) SIEARNAIL O SENIWFLL OESORAIOU (SEE TARE) �1 CORN 1°IAIIOI (SEE TABLE) ®_ ®® 1I 7/0•. 14' OR Us 7/d mm BEAN a* -0 SUOOI AIARN (WALL N CEILING) CW6 Co/91oUC MARI(S) ❑ OOLum SIIPPOliS ODON 1Y1D N'RA 1m tUN/ - 11N q/e-b) „ARIM w No" wr RAN Now now ORD 35 R2r DON "Or CUM m PSI OOOSPL GIMORC 0 00. ,AAL OR lYR NM Now Tim 1WT A9 SE�AAMN DTI LOGO ONAOOs) MOIRL 1m4[ N"� N.Y. TtK DOOM 1N31 }!. qhT) NLVAO D'AOLLS) 2 2 ?K N 13,75 5m a 0 0 0 N O O 1 2 2w4 N 1575 0 0 0 N 0- 2 2 2.4 N 1&73 ISM❑6 0 0 0 N q. O 2 2 ZN 1 N 1575 D O 0 N 1 0 �3 0 0 0 N 0 0 7❑ 0 0 0 N O 0 0 8 00N0 J.- 0 0 0 N 0 0 0 0 N 0 SHEARWALL A - 55,26 PSF f°V1 O AESIGN SECS: o B- 14.6 PSF mC- 36.8 PSF w-a AUKB.0 D 10 PSF�6 DESIGN SHEAR VALUE DESIGN SNEAK V.230As 1 PLF O 107.71 PLF OVERi1R0T9C FOtlk. 2125 LBS OVERTURNING FUM ITM L1S 2 Ofi9GN SHEAR VALUE 359M WF DESIOI 91FAR 11. 0 PLR' GVERTOa0U0 FORE O MIT.MM 3239 LOS 01B0 O37091 DESIGN 51ffJR V.-DRIW f4F O STEM VALUE 0 Ri OVERORNIO F1ACk3 OVERRRNBR FORM DESIGN SHEAR VALUE DESIGN SEAR VALUE 4 577.25 Ri O 0 PUP OVERTURNING FORM Sfla IBS OVERTURNING FORCE. GIBS LOADS AND/OR OTHER FORCES ONTO THIS BUILDWfi/STRUCTURE. Nag OETALS AND PLANS ARE CONFIDENTIAL, ADD PROPRIETARY MATERIALS THE CONIFNIS OF TE MAIM PACKAGE COITAN C NMENML ANDIOR PRIYAFLm IOO WTRL ANY INAUNQiH7D = MPYH4 DBMOSILM OR DBITf5BU00E OF TES PAO:AGE. OR ANY OF THE W11MI5 MNTOM 1NDalN. tS SINCM17 PROHIBITED BY aMOSEN NONE AND MAY BE UNLAVUL. THESE MATERIALS AM PRONGED TO THE RMSDIT FOR SPECHC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPED. OR 07MONSE REPRODUCED ANC/OR 05TRBIIIED TO OTHERS RR ANY PURPOSE INIIHOUT DWEA YOTTEN WTHORRATON FROM JAOOOSTR NOTES THIS OKAYING PACKAGE AND ALL M MNTISM ARE IRE EXCLUSIVE P OPEW OF MOODSER HOIES ALL RI0119 RESIOn'FD. COPYRIGHT 2tt17 MOOR P"N NOs: i a a n 7. n �a 1a 12 Oil@ AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPFROVf� • —� o • 1A WH 6-16-17 to :5fe2r vvovwo NO W NACd14N /� T N K a-ueuu Im. m W Y6,-2325 0E179P) WAPUES W/ 2014 FLMDA RES. WOE. INCLUDING ALL 2DI6 SUPPLEMENTS 7 63802 w ��IIIIIII��,` i �R ® ao" 700 L NAMNRYAYI� GSNIAIT, IN 4W4 157413E 44 O 2 RE7RS" __j Q F BY I DATE ID DR0.1AM, GMYIOCE CHECKED: M.T. DATE, 6/5/2017 SCALE- SHEET: WEC: Eqm w C DTATS: 170 IPH MODEL: MOD 1255 COPMO1T C) 2017 . "cam NONS, SARTY HARBOR RNMA. ALL RODS RESERVED. RJECMM LOAO U TI® : BUILDING-sg:---e1s.33�s4'Fti 1. WMAd NIAOER OF MOM UCHIING / GENERAL USE COICUIS REQUIRED. 2 MNMUY (S{. FL x 3 VA / 120 VOLTS / H5 AMPERES - MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REITD) 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: BISM x 3 VA 2SS99 VA TUTAL VOLT-AMPERES: - 2535.99 VA 3. SMALL APPLIANCE AND LANDRY LOAD AT 1.500 VOLT-AMPERES PER 2D AMPERE CRCUTr SMALL APPLIANCE LOAD: 3 x 1,SODAD VA - 450D VA LAUNDRY LOAD: 1 x 1,500.00 VA 1500 VA TOTAL VOLT-AMPERES - 600D VA 4, NAMEPLATE RATING OF ALL FDDD APPUANCES (N VOLT-AIPMN CDTIES DRYER v 5800 VA RANGE: - 96W VA COO( TOP: - 0 VA WALL OVEN: - 0 VA MICROWAVE OVER: - 240D VA DISMASNER - 1380 VA GARBAGE DISPOSAL - IOW VA WATER HEATER 475E VA OTHER: - 0 VA TITER - 0 VA OTHER - 0 VA OTHER - 0 VA TOTAL VOLT-AMPERES v 25MO VA L NAMEPLATE RATING OF MOTOR AND LOW-POWER-FACIUR LOADS (IN ANPERESk RANGE HOOD(5): 1 x IIJ AMPERES - 1.1 AMPERES EIOVWST FANS} 2 x 0.7 AMPERES - 1.4 AMPERE CEILING FAN(S): 3 x 1 AMPERES v 3 RUPEES FURNACE BLOWER (GAS / OL): 0 : S AMPERE - 0 AMPERES 10TAL AMPERES - 5.5 AMPERES MUMMY x 120.00 VOLTS TOTAL VOLT-AMPERES: - 650 VA 6. TOTAL MEAIIHC AND AR-CODFIOMG LOAD. (USE TIE LARGEST OF THE FQLMS SO SEIECIIOS - (A) T1RU (F) - IN VOLT-AMPERES}: A 1CO% OF THE NAMEPLATE RATING(S) OF 7FE AIR-CONDITIONING AND / OR COOLING (VOLT-AMPERM, 1 x 14400 x 100% - 14400 VA LARGEST B. NCO% OF THE NAMEPLATE RATING(S) OF THE HEATING WHEN A HEAT PUMA IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING (VOLT-AMPERES): 1 x 12DW x 100% - 120M VA C. 100E OF THE NAMEPLATE RATING(S) OF ELECTRICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS DIPECIED TO BE CONTINUOUS AT THE FULL NA EPLA'IE VALLE SYSTEMS QUAUFTING LNDER THIS SECTOR SHALL NOT BE CALCULATED UNDER ANY OILER SOCRON IN 220JM(C) (VOLT-AMPERES) 0 x 0 x 10DS - 0 VA D. f001< OF THE NAMEPLATE RATING(S) OF TIE HEAT PUMP COMPRESSOR AND 6SX OF THE SUPPLEMENTAL ELECTRIC HEATINO SYSTEIM IF THE HEAT PUMP HEAT NAP COMPRESSOR IS PREVENTED FROM 0 . x 0 x 10DX - 0 VA OPERA71NG AT THE SAME ISE AS THE S7PPLFNENTAL HEAL IT DOES NOT N® SUPPLEMENTAL BEURIC HEATHS SY M 70 BE ADDED TO THE SUPPLEMENTARY 0 x 0 x IO3X - 0 VA HEAT FOR THE TOTAL CENTRAL SPACE MUTING LOAD (VOLT-AMPMO TOTAL LOAD (®k - 0 VA B 65X OF THE NAMEPLATE RA7INGXS) OF ELECTRIC SPACE HEATING IF LESS TITAN FOUR SEPARATELY CONTROLLED UNrtS (MOLT-AMPIRISk 0 x 0 x 65X - 0 VA F. 40R OF THE NAMEPLATE RATING(S) OF ELECTRIC SPACE HEATING IF FOUR YORE SEPARATELY CONTROLLEDUNITS (VOLT-AYPB26k 0 x D x 40>< - 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: - 14400 VA 7. TOTAL CALCULATED LOAD (LOAN AS CALCULATED N 2 TIRU 5 ABOVE): 70TAL GENERAL LIGHTING /CASE CIRCUITS (2k - 2535.99 VA TOTAL SMALL APPLIANCE AND LAUDRY LOAD (3) - 6000 VA TOTAL NAMEPLATE RATING OF ALL FDED APPIIWCES(O. - 25MO VA TOTAL NAMEPLATE RATING MOTOR & L_ LOADS (Sk - 660 VA TOTAL VOLT-AMPERES (COMBINED 70TALS 2-5 ABOVE): - 3420199 VA 0. 70TAL COMBINED LOAD (FROM 7 ABOVE): - 34205.99 VA FIRST IWVA AT 1D00 - 10000 VA SUBTRACT THE FIST 1CKVA FROM 10TAL COMBINED LOAD: - 24205.99 VA 9. FIRST IOKVA AT IODIC - 10000 VA (FROM 0 ABOVE) 24205.99 VA - REAUU DFR AT 4OL• v 9M4 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: - 19M4 VA 10. TOTAL COIUM LOAD (FROM 9 ABOVE): - 196924 VA TOTAL HFAIING AND AC LOADS (6) - LARGEST OF (A) TH RU ". - WOO VA SUBTOTAL - 34092395 VA SUBTDTAL OWED BY- VOLTS / 240.00 VOLTS MER9NM CALCULATED AMPL7D.5 fEOUFED: - 14z0 AMPERES 1 ELECTRIC SERVICE PANEL GOMM OWWM NS® '-1: "' A -LICENSED ELECTRICAL CONTRACTOR -(LICENSED / CERTIFIED'IN'THE - STATE- OF'-FLORIDA) 24. SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 2. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL 'BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC) ADOPTED BY THE STATE OF FLORIDA, At THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATERS)- OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 25 B. ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC-D BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 26 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE 27 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). 11. ALL 120-VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS 26 LIVING ROOMS, DENS FAMILY ROOMS, CLOSETS, HALLS, DINING ROOMS, & SIMILAR AREAS SHALL EE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM 29 WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS 30. SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE LUMINAIRES (FIXTURES)' IN CLOTHES- CLOSETS;' A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH A COMPLETELY ENCLOSED LAMP. (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSE LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL N BE PERMITTED. C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MIN IMU CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEARES POINT OF A STORAGE SPACE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) THAT ARE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE' IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. BATHTUB AND MOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN-. CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), UGHTING TRACK, PENDANTS, OR CEILING - SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND B FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL LUMINAIRES (UGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND _(4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 16. PER THE 2014 FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 75% OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED '- -O '.-_.-- - -- - SHAA LL CONTAI - .N ONLY . HIGH EFFICIENCY LAMPS. FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 14. SNITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA MOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL 200 AMP MAIN PANEL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAlOD CNEGT, 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH 120/240 VOLT GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED sxILE PHASE 60 KOM IN THE KITCHEN SHALL BE EQUIPPED WITH GFO PROTECTION FOR PERSONNEL 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED OPTIONAL' WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. I OR z ADDITIONAL 1' CONDUIT DROPS 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. MAY BE ORDERED 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE FOR RMvE INSTALLED LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWEUJNG. 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS HIM TIE HMO C MM AC NWMB CN-OM MY A CAM NAE CEIRM DaTOG: cINNACNR - pwl O MOM JAmmx womn IOU AIO NIRDNSUID:LL Ices OI 71B DEB ANR aexf 4 V a v/Wxl >an¢.ua w. �.mebAQ: 'saga; /V�j`JYL U U0 GR (OU D (MINICOPPM M) INSTALLED PER NAMONAL ELEMICAL GROUND WIRE IS ON -SIR, BY OTHERS REFER TO NOTES 1, 15, & 18 ON SHEET 2 NCH DL41ETM RIGID METAL OR RIGID NON-METALLIC CONDUIT LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, 200 ,AMP AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN OLWMM RISER JDW 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. ➢E SONDE PAIL MAN NWNET RZ MAT E NDPFASm Ilxxl TUT SxOW LEE F 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS r ( tQOCiTNOEfm °aNOx'QNw°�" N N"�NMswu WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET a im CL9QVW Ni T,ur On=AT SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE ,,,777T666`T� Txe1so+ MPMMY M AN m° MM ANG BASIN COUNTERTOP. il¢ OM MAI L ,vY� 23. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED UGHTING OUTLEIIM SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 A1(PW WMC SERVICI k,KNK CALCULATIONS PER NATIONAL LEMOLME 220-82 OPTIONAL CALCULATION - DWELLING UNT ,AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVep ° OD $ 6-16-17 y NO .T N m PPxP A1t0®1 N:R01 m>okiii� G • smaA� O®Fe tus AI•IOO M,"►ALTAO N•Ili M ow AOA flol NuxNv nRN An,trx,xNc Ox"xxs ,( x FOP Sy xvxw "lt•1 PFrxxm vxxxo s�xtl�xtyiA CARTER 43• P xA: �,Rv "•e •"xiv/• fW0 A NE aNRMAxr NM M FIOIG YAq C9gIp YOB. OODLES W/ 2014 FLORIDA RES. CODE INCLUDING ALL 2016 564lDEN15 O 11 ® Z gin: 2,u c xFJYmaflfAVL mIAIW,w 4Teu 11112611715 1 No 3a -44 DRAWN: C.MYRICE CHECKED: Y.T. DATE: 6/8/2017 ALE:Ilk ISM ET. 14 ®lier 16 WECs Expm . C DNS: - 170 MPH MODEL: MOD 1265 111M DEMLS AND NAILS ARE CON'ODMAL AND PROPRIETARY MATERIALS THE CONTEND' OF IRIS CRAHx1C PACKAW OORAN COFTOI(I MO/M PISVEECED WMIANTON ANY LNAUTIMEED USE, COPYM OtGOLOSURL OR DISTI®URON OF TINS PACGACIE OR ANY OF IM co N:00S CCITAHFD TOM IS SiBC1LY PRO®Tm BY JACOBS0M NOES AND MAY BE UN AKIL IHM MATERIALS ARE -. PROVIDED TO TIE RECPEMT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANO). COPED. OR 0DORUM REPROCUM N0/01 DWRBIM TO OTTERS FOR ANY NIP= UM UT DVRMS xROT1EM ALFFHO QATI N FROM "DO M HOMM TIES DRAMG PAOQCE AND ALL F'3 CONIEMS ARE THE D=SrE PROPERTY OF JACCDSDR HOGS. ALL ROM REWIVED. COPVPoOIT 2N7 COPYRIGHT (�' 2017 1 . JACOIM HMM SAFETY HARBOR. 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ALL CALL% ALLOWABLE DESIGN ROOF ANGLE, 514WISD ABOVE 18' X r TWA VENT - FOUNDATION V•NDLATON PER ENGINEERED DESIGN .® AMO I IYILAL HUARUAIIIN FOUNDARON DESIGN/CONSIRU ON ON -SITE, BY OEM AND IS SUBJECT TO LOCAL CODES AND NSPECRONS STEM WALL FOUNDA1ION SHOWN - OTHER FOUNDATION TYPES MAY BE UTIM wwo Oil 001 0*0 la°o SEE CROSS NODES 9i • .. •• a' .' t fYtOSS-9x1N1N FOR ROOF V 11TMTION L131,q ^ LOW JI' YiP• iYPICAL FOUNDATION 18' X Ii TYPICAL VENT FOUNDATION DE9(N/CONSRUCIO N ON-91L BY 01HERS NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS FOUNDA1ION VENTILATION AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER PER ENGINEM DESIGN STM WALL FOUNDATION SHOWN - OTHER FOINDA10 TYPES YAY BE RUZm. DECORATIVE OPTIONS, LTC... MAY VARY FROM THESE ELEVATIONS: ❑ ❑ ❑ ❑ JACOSSON EM.EVA�I,TIORw IRVA�: 1. FOUNDATION I5 INSTALLED WF-SUE. BY OD05 & ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 1A SOME ITEMS SHOWN MAY BE O"ONAL ■ ❑ EIINFF� HOMOS 2 A 4. AND IS SUBJECT 70 ALL STATE AND LOCAL CODES S O INSPECTIONS. SHOWN SOME ITEMS SHOWN MAY BE ON -SITE, to OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS MEEK INSTALLED, THE GARAGE FLOOR AND REOb FOUDANON ARE ON -SITE, BY OTHERS ANY STEPS AND RAILS ARE ON -SIZE, BY OT ER & THE USE OF EITHER VENTILATED EAVES OR ROOF VENTS EITHER ff THESE METHODS MAY BE USED SEPARATELY OR N COISINA7IOL B ROOF OVERHANG (EAMO SUES MAY VARY. TYPICAL " FRONT AND REAR EAVES ARE 13 1/Y' AND SIDE EAVES VARY FROM 10'ST A C HALLNOMINALBE ENTICE 10. BATH EXHAUST FANS SHALL BE VENTED 70 THE E%1ET" OF THE BUILDING AND SHALL NOT EXHAUST 14. SOME ITEMS SHOWN MAY REOURE SITE INSTALLATION. 16. SOME ITEMS TI OS MAY ff ON -SITE BY DIMHAL 1& THESE ELEVATIONS ARE TYPICAL ARCNIIECNRAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATON OF THE FINAL STRUCTURE. ITEMS SUCH AS S'MO TYPE, DOMRATIVESHOWN TRONs, ETC.. MAY VARY F TYPE, SE ELEVATIONS VARY FROM 7FE3E BEVATONS SIOYRL 17. SEEPS AND RAILS ARE ON -SITE, BY OEM S. LANDSCAPING TYPICAL. ON -SIZE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE I ENGINEERING FOR SITE ITEMS. BY OTHERS E]E]EIF] X�=n� 6� �AT•AM'AESA� COr1RT, AMMY HAMOR, FL 3"95 & 7. AC AND HEATING UNITS ARE INSTALLED ON -SITE, AND MAY BE Y. ONTm FROM SHOWN. BY ELEVATION EIfURON IS TYPICAL ONLY. ON -SITE PORTIONS OF EXIMUOR MAY BE CHANGED Err 7FE BOLDING CONTRACTOR, SUBJECT TO LOCAL APPROVAL. 11. THIS BUILDING MAY BE MRRGR D V47HOUT ANY RE -APPROVAL OF THESE PLANS (MAX ff SUPPED' SIDE 70 90E AND/OR END TO ENO). 1L FOUNDATION VENTS ARE TYPICAL ONLY. ALL FOUNDATION VENOUTM s oN-SITE, BY 07NM 1S. ALL ITEMS RELATING TO ACMMMUTY ON THE SITE ARE B7 OTHERS (NOTAPPROVAL L BY DESIGNED AND O INSPECTION ARE SUBJECT 70 NSPECIION AND APPROVAL EIY THE LOCAL CA JURISDICTION HAVING AUTHORITY. 20. MAY BE MIRR ED W17HOUT RE -APPROVAL OF PLANS M-726-1 i38 WHEN FOUNDATION RUNS ARE DESIGNED BY OTHERS, JACOBSEN HOES AND ITS TTiA PARTY APPROVAL AGENCY(S) ALONG WITH THE `ARGHF7ECT AND/OR ENGINEER OF THE OULMHO PLANS SHALL NOT BE HELD RESPONSIBLE OR NAmF FOR THE FOUNDATION DESIGN MONO: CONSEMENTIAL PERFORMANCE OF THE SUpERSROCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. TIEg DETAILS AND PLANS ARE CONFIDENTIAL AND PROPREIARY YATEIEALS THE CONTENTS CK IHIS DRAIHNO PACKAGE CONTAIN CONFIDENTIAL AND/GR PMUCFD NFDHIIAWN. ANY LNANNOOED RISE COpvm USMOSI M OR OS1I:DTIION OF THIS PACNACE Olt ANY O' THE OONTFNIS CONTAEED THE EN, IS ST ICILY PRO MED BY JACOBSEN NOES AND MAY HE LIHIMFIL THESE YATERLALS ARE PROVIDED TO TIE REOPDNT FOR SPECFIO PURPOSE'. ONLY AND SHALL HOT BE 9000113). COPED. OR OTHERWISE REPRODUCED ANDAOR DMTFMWTED TO OTHERS FOR ANY PUPOSE WITHOUT EXPRESS WRITTEN A1ITHWATHOI FROM JACOBSEN NOES THIS DRAWING PACKAGE AND ALL ITS CONTENT' ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOER ALL WM RESEAVED. COPTPoOT 2017 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMP'S: PRO .j. • m MN mn...w. G p r ..wog Z + 6-16-17 ° o NO �Z a Z I Wad W arm ,mm.'°awo' ricm Q ow ...ouoo Nm COSIES W/ 2014 FLORIDA RES. CODE, INCLUDING ALL 2010 SUPPLEMENTS NIIiult���� � e ® z 0 7G0 E ILGfNYMAN PLNANT,N 4014 W41 ss w ti DRAWN: CMYRiG� CHIE®KED' Y.T. DATE: 6/5/2017 SCALE: 3/1V - t-O' SHEEF: b®I16 WEC: Eq a m C DINS: 170 MPH MODEL: M� t2FO CO•IWONT 9 2017 . JCCEIgNN HOES SAFETY HAMM F:OWA. ALL RNOITS IESONG1 NOTE OTHER APPROVED, LISTED TRUSSES MAY EE SUBSTITUTED IF MAMUM ROOF ANGLE 15 HOT E7=00. ALL CALCM CONTAINED WEDSI THIS PACKAGE ARE BASED ON THE MAX ALLOWABLE DESIGN ROW ANGEL SPWFIED ABOVE 19' X if TYPICAL VENT' FOUNDATNN VENTILATION PER ENGINEERED DESIGN 0,, TYPICAL FOUNDATION FOUNDATION DESIGN/CONSTRUCTION ON —SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND DISPECHONS STEM WALL FOUNDATION SHOWN — OTHER FOUNDATION TYPES MAY BE URUZED. 16' X 8' TYPICA VENT. FOUNDATION VENTIATION PER ENGINEERED DESIGN o t� 15 17 • 0 63802 *S '* r► i ii * � r:N PF MO I.00IO FOUNDATION DEFT/CUNSMCM ON-9114 BY OTHERS lwl�) - AND IS SIUDJECT TO LOCAL CODES AND INSPECTICNS. NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS STEM WALL FOUNDATION SHOWN —OTHER FOUNDATION TYPES MAY BE UIIUlExJ OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. � ® SSON F,E.E: All101TR NOft: F� ❑ ❑ ❑ 1. FWWAT'ON 6 INSTALLED ON -SINE. BY amm AND IS SUBJECT 70 ALL STATE AND LOCAL CODES Ill. ROOF VENTILATION MAY 6E ACCOMPLISHED THROUGH THE USE OF EITHER VEN76ATED EAVES OR ROOF 1A SOME ITEMS SHOW MAY BE OPTIONAL 14. SOME ITEMS SHOWN WAY REMRE 97E INSTALLATION. ❑ ❑ ■ ❑ Ellirl El .1:1 HOMES 600 PA,CKARD COURT, tLl a. n� - $ )?)� �0� }1(, 34N395 2 3. N. S & 7. - AND INSPECTIONS SOME ITEMS SHOWN MAY BE ON -SITE. BY OTHERS. SIZE IiFIIS MAY VARY, NOT COVERED BY THESE APPROVED PLANS WHEN INSTALLED. THE GARAGE FLOOR AND REOb ANY STEPS AM ON -SITE, BY OSIERS ANY STEPS AND RATS ME ON -SITE, BY O7FERS LANDSCAPING TYPICAL ON -SUE. BY OTHERS AC AND HEA7NG UNITS ARE INSTALLED ON -SHE, BY 07H RS AND WAY BE RELOCATm FROM. SDVN. ELEVATION IS TYPICAL ONLY. ON-STE-POR71ME CON OF DaERICR wSRJECT TO LOCAL APPROVAL Y BE CHANGED BY THE NG VENT£ MINERMEAN OF THESE METHODSAY MAY BE USED' SEPARATELY OR N COMBINATION. A ROOF OV°TOIANG (NAVE) SIZES MAY VARY. TYPICAL FRONT AND REAR EAVES ARE 13 1/2' AND � EAVES VARY FROM IV 70 6' NCYNAL S7lES 10. BATH OR OF T FANS SHALL ND VEMEO 10 THE EXTFRIGI2 OF TE BUILDING AND SHALL EDT EJNAl6T INTO THE ROOF CAVITY OR GM CONCEALED SPACE 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS (MAY BE 'F7LFPED' - - SIDE 10 SIDE AED/t: ERD TO ECALND).- - - - -..._ _.. _ . __ .�. 12. FOUNDATION VENTILATION 6 Oh91E, BY OSIERS OTHERS ON -SITE, ACTUAL 15. SOME KEYS SHORN MAY FROM 1& THESE MAM06 ARE TYPICAL ARCHITECTURAL DESIGNS AND MAY VARY FROY SHE ACNAL ELEVATIN OF THE RNA. STRUCTURE TES SIDE AS SIDING TYPE, SHINGLE TYPE, SAITIIXS. DECORATIVE MA ET0.. MAY VARY FROM AND TENSE RE ONSET SDWOT 17. STEPS AND RAILS ARE ON -SITE, BY OTTERS 1& ENGINEERING MR SITE ITEMS. BY 07HSM 11 ALL TIM RELATING TO ACCESSOUTY ON THE S17E ARE DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND - _._--.�SUBJECT'TO INSPECTION AND APPROVAL BY THE LOCAL �MAY EE C11M��ON WITHOUT E--APPROVAL OF RAINS TV- T26-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOiSEN HOMES AND 175 TES PARTY APPROVAL ACENCY(S) ALONG WITH THE ARCHITECT AED/Ol ENGINEER OF THE BULDNG PLANS SHALL NOT BE HRLD Ti wmasLE OR LIABLE FOR THE FOUDATm DESIGN AND/OR oam mmnAL PEmroRMANcs OF THE SUPERSTRUCTURES STRLCTURAL COMPONENTS AND SYSTEM RELAYING; TEwn A THEE DETAILS AND PLANS ARE CONFIDENTIAL AM PAaRILTAY MATMAL& THE COIENTS OF TINS DRAW= PACKAGE CONTAIN OOHrmENnAL Aro/a PREVIMED WCAMA OK ANY UMAUTHWQED USE COPTIRM osaMMM OR DISEMBLnaN OF THIS PACKAGE, OR ANY OF THE CGNTDNTS CONIANm SHOW IS macaY PFOOM BY JAaM MMEr AND MAY EE tm AFu TAM MAMaALS Alm PROVIDED TO THE RECIPW FOR SPECIFIC PUPOEL9 OILY AND STALL HOT BE SOANNIA COPED. OR OTHERwsE REPRODUCED AND/OR OSTKGEUED TO OTHERS FOR ANY PURP E WITHOUT DtPI M WMTTN AUTHOWATYN FROM JACOBSEN HOES 710 MUIWING PACKAGE AND ALL ITS CONTENTS ARE THE C=USIVE PROPERTY OF %CCBM HOMES AL RIGHTS RESERVED. COPYRIGHT 21)I7 AREA RESERVED FOR USIING AGENCY APPROVAL STAMPS: PpPROIVI HTN $ 6-16-17 A NN o mN2T ®nmm Alm ars ro�fs>n Miae�H 1i Q .pal mla 1 (I1 RfOWLl O31Ip RA_L �IIIVLD �nxnoiLLlR��a�s '�ARTER B aF.6w �e""ix's'�o�i'ad,.nc W.P. a COMPLIES W/ 2014 FL=OA RE& CODE INCLUDING ALL 201E SUPPLEMENTS NAl- s TOD L APAIDSI"AVA amAa, IN 4 % WN za 0 0 0 1 S -114 DRAWN: CAYIOCE CHE©MP M.T. DATE: 6/5/2017 SCM: 3AS' - 1'-C —11 SiR:ET: �yl ._ . ®yA 16 OPEC: Evp m C DWST 170 MPH MODEL: MOD Iz&7 COP1'EO T 9) 2017 . ACOBSEN HOMES, SAFETY HARBOR. FLORIDA. ALL. RIOTS RES RAM PLUMOING NODS: 1. THE DRAIN/WASTE/VENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS '- LISTED IN, OR ALLOWED -BY. THE FLORIDA PLUMBING CODE 2 DWV SYSTEMS MAY BE ABS OR PVC PIPING. 3. TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME. UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAM AND CLEAN -OUTS• WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL g THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 6. THE WATER HEATER TEMP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REWIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND" SHALL BE SUBJECT TO LOCAL APPROVAL 8 ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE' B. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH :aoa WATER INLET 70 THE BUILDING (THIS SHALL BE INSTALLED ON -SITE. BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL r WHIT RHM RDOF (SEE TUN TOR LOCATION NOT REMuwm ALL PANS) X T. 3"w VIWOM& ks SCALE: NRs 11/r VENT TURD ROCF OR LISTED M ACIOTTANCE VALVE (AAV) CAL JOIN W/ r VENT Tw 11/r r Ea IV WAIF r.G T_r ks SCALE: NITS TO. I SULLyApMLO((N� OR HOT WATEERR PIPE WITHgAA MINIMUM THERMEAL pRESISyTAANNCE R PIPING�LAFRGER THEN 3f4 INCH NOMINAL DIAMETER. 2. PIPING FROM THE HOT WATER HEAIEII TO THE K17CHE2N OU11EM S. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 4. PIPING FROM THE WATER HEATER TO A DISTRBUTION MANFOD. s FFN0 WITH RUN LENGTHS GRATER THEN THE MAIONOI RW LOOM FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE R403.4.2 (PER THE FLORIDA ENERGY CONSERVATION CODE 2014) It. WATER SUPPLY LINES SHALL BE PEN. POLYBUTYLENE CPVC OR COPPER. 12. WATER SUPPLY STUB UPS TO BE 1/2' I& ALL SUPPLY 'CROSSOVER" (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE. BY OTHERS: AND SHALL BE SUBJECT TO LOCAL APPROVAL 14• ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED 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' F (48.8-C). to. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE 17. ALL ON -SITE PLUMBING SHALL 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. I I/r VENT RIND ROOF OR LISTED %6t AINArANCE VALVE (AAV) at JOIN V/ r VENT SHOVER r T . aSA(7!®l1 n Omm. k� SCALE: Nrs I 11/r VENT THRU RGDF OR LISTED J✓ AR AODT AMIE VALVE (Mh Tw 1 1/r 11/r b T . TUS OMW - 2 kS SCALE: Nrrs V9W U: . - "aSMRCE OF FOCIU E TRIP IROM VDIF Sm Cr TRAP (HDiS) SLOPE (NODS PER FWO DISTANCE FROM 7RAP (ITEM t I/4 1/4 5-Or 1:/r 1/4 Y Ile M-0' TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE r VDIT 7HDI ROW J r LAW ®l 11/Y r KC T_r 11/r WILT INTO) NOW OR LISTED JAR ADMITTANCE VALVE (MT) UV. 1 1/Y 3 T . V. MAU, k� SCALE: tars t I/r VENT THRU NOW OR LISTED JAR AaETTANCE VALVE (ASV) MIT. SUE( km,,tmrl 1 1/r MAY INK Krl . �I 01• . S WAILkS SCALE: Mrs THESE DETAILS AND RAMS ARE CaDiCQOIAL AND PROPRIETARY MATERIALS TIE CONTENTS O' TH0.S aIAWING PAWACE CONTAIN CONFDFNITAL AND/W PPoWIECED INFORMATION. ANY LINAVNON:hD USE COPWIG DISODS1RE OR OISHIMUTM OF THIS PACNAOC OR ANY OF THE CONTEWIS CONTANFD DAD>•L IS STRICTLY PIt01181100, BY JACOBSEN Nab AND MAY Iffi UN A*tIL THESE MATMRALS ARE: PROVIDED 70 THE RECIPIENT FOR SPECFTC PURPO&5 MY AND SHALL NOT BE SCAWVED, COPRA OR 071DRWSE REINtOWCED AND/OR UMnMTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN ANHO EZADCN FROM JACOBSEN HOMM THIS MART NO PACKAGE AND ALL ITS CONTENTS ARE THE M(C LISIVE PROPERTY OF JACOBSEN HIDES ALL RIGHTS RESERM COPYRIGHT =7 SITE INSPECTIONS —AND TESTHG_LS_RES)_2 A LICENSED PLUMBING CONTRACTION IS REWIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON-37E (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). 4 ALL ON -SITE CONNECTIONS ARE SUBJECT 70 INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON-STE DOARECTIONS HAVE BEEN COMPLETED. THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION ` P2503 OF THE FLORIDA COOL 1 1/r VEIN TRW ROOF OR LISTED ADI W/ r VALVE (—AAV) OR -JOIN W/ r VFN7 WASHER r 4• T.SO� pa SCALE: Nrrs AREA RESERVED FOR IJSIING AGENCY APPROVAL STAMPS: PpPROVf0 RwA mom.., a TND MII �� a C, 6-16-17 ? ®6„a� NO j�fj�(� m� mBAT Z C m A MOP-?.>m Mom] RY mIm I (� RfRCPLT C::}G AMIC A:IIOlD Mw�AOTUATP .•wo x III mu rmI P v w AAY urx Dos OPatao AdocHul. x u nor weum v me,r♦ IIp!>YL O RTER FIE WvIa Ax T mLUN2 COPLES W/ 2M4 FLORIDA RLS CODE• INCLUDING ALL 2010 SUPPLEMENTS / IIIIIlLL�, ® 3 2Np 3 7oa L "1011D'AVA BINAXTIN WIN W'4 s:: wo ti DRAWN: QMYICCE CHECKED: M.T. DATE: 6/6/2017 SCALB: I 3/1V - P-D• SHEET: ®®IF16 WEC: Eq a Im C D1Ns: 170 MPH MODEL: MOD 1260 CGPIRIG T C) 2017 . AACCBSENN HALT. SAFETY HARBOR, FLORIDA. ALL MOM RLgRVO). WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET COL HOT POTABLE WATER SUPPLY SYSTEM NOTES: WATER SUPPLY PIPING SHALL BE TYPE 'L COPPER. CPVC, CROSS LINKED POLY- ETHYLENE OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL CODE(S). WATER HAMMER ARRESTORS NOT REWIRED WRH NONMETALLIC WATER LINES. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE BY OTHERS). THE WATER HEATER TAP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, BY OTHERS). THERMAL EXPANSION DEVICE IF REWIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH J� WATER INLET TO THE BAILING (THIS SHALL BE INSTALLED ON -SITE BY OTHERS) - AND SHALT: BE SUBJECT TO LOCAL APPROVAL - WATFR SUPPLY PIPING DNSTALL.ED IN ANY WALL EXPOSED TO THE DLTERIOR - SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULADOL ALL WATER LINES LOCATED IN ANY UNCOM710HED SPACES SHALL BE INSULATED WITH MINIMUM R-B.S IMU71ON (ON -SITE, BY OTHERS). P INLET 1 I TUB I SHOWER I 82 1/2' x 1" 24" X 1/2' 6' X 1/2° KITCH WC I SINK 38 1/2" x 3/41 4' x 1° WH: 3/4• X 1/2' 58 1/47 X 1/2° WASHER 10 3/4° x 3/4'` � �, f ICE 23 1/2" x 1" i 79' x 3/4" 112 3/4'MA xE3 4" a---------- - - 10 x 3/4 FCROSSOVER --- 124 3/4" X 1/2' 24" x 3/4" 28' x 3/4° 1 20" x 3/4" LAVE I SHOWER I 74 1/2" x 3/4°� 46 3/4' X 1/2° I L- 25 1/8' x 3/4° WC 37' X 1/2° TUB SHOWER 8° X 1/2' KITCH SINK 64 1/2' X 1/2" 33 3/4" X 1/2" WH WASHERS to x 3/4" 1 �V �1 1/2a z 3/4' 1 DW a a 17 1/2" x 3/4181' x 3f4'i-124 3/4' x 3/4°_____�241/2 x 3/4 16" x 314° ----- CROSSOVER t _ '118" x 3/4' j -K�— , 34' x 3/4, /4 20a x 3/4 LAV SHOWER 70 1/2' X 1/2' 42 3/4' X 1/2° 60 1/8' X 1/2' a WATER SUPPLY STUB UPS TO BE 1/4' IM ALL SUPPLY 'CROSSOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE. BY OTHERS. AND SHALL BE SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSOHBENT MATERIAL TO A LANIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON-S1E BY OTHERS. AND SHALL BE SUBJECT TO LOCAL APPROVAL 12. WHEN PROVIDED; ALL FIXTURES FOR SHOWER(S). TUB(S). AND/OR TUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' F (41LB-Cl m ALL LAYS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 14, Dn RIOR FAUCETS HOSE RBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS; WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE MANUFACTURES INSTRUCTIONS-EXT.'FAUCETS ARE INSTAU.ED ON-SITE;"BY OTHERS. .. _- 15. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REWIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS;k,m JIURISDICTION. MITE IIV5PECTION5 AND TEMTIIVG IM REQ'D 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. LOOKI 1N = DUALS AO PWG AN COffZW W. AND PRORWARY WTEMA L ME C011DOS OF TIE ORAWNO PAMM CMaAW oXfOFN11AL NO/OR PC&= WONAMM ANY UNA11THM D MlQ. CWYM OISC 0=W. OR OURMUTM OF T"S PAWW. OR ANT OF U¢ OXME M CTUN MO VfROK M SRICTLY PRO== BY JAOCOM MMOM[S AID MAY IC LMAM4. DRSE MAIUM S ARC PROAM TO 1NE ROMM FOR SPEORC M80gS CNLV NO SR" NOT ME SCNOEIA COED. OR OWERNM REPROOU® NO/OR 06 MWM 70 OI ERG FOR ANY PMWcm WDwy DFR= Mum AIIIHORADON ETR11M JACOBSH Nomm 46 ORAwDO PAomm mm ALL RS COIENTS ARE DE O=sn PRomm OF JAC®gN HOME ALL Rom RFSOLVD7. covaaw =7 LEGEND P LINE — — 3/4" LINE 1/2" LINE El Ai:«Wa gg qI, s pa og s1l v 11.10 ills, N��� AREA RESERVED FOR LISTING AGENCY APPROVAL STAMM PpPROVfO Ra fA MINI mw.uw , 6-16-17 No a N a mr �'•� A- a►s 'oe a 9 YO-2L0 Wa2AlWI 'L o � aaao : � amyv mro a�a rwam F y ,aw°.n.a9 Mum s R/90 nc ,w ,m.A raa: ru,u,w ro An MQIAI oa amB x p5 ,�rmrtw,m swomry nAo .. - • C'IRTER W' �n"J.m ,iOi"ma°" n: m'�rtiawwm n.o,�r�`�a � m,o m i mwnwT vo: x M\D®A YDIi �MO:fL COMPLIES W/ 2014 FLOImA PIES. CCOE. INMUDNG ALL 2016 SIPPLBmNTS M L RAADH,Y NO GOIART. ON 4Al14 WO 24 W ®o 2 DRAVWN' CMWICE CHEQ®: Y.T. DATE: 6/5/2017 SCALE: 3/18' - 1-0' SIiW- 9 OF 16 WEC: Eip°°v, C DINS: 170 MPH MODEL: MOD 1255 CWWOONT'Gg 2D17 . J%MM NOES, SM= HAMM ETDIOA ALL ROBS RISOMM. I WPY"Oo RT'"'o SUPPLY DUCT CU%WXO, 126 -FRY RMMM 9S W. RA. avow; - 'nAaN AIR S91S�AxsDt Nlcr ALMMO GILL MAYBENSIALLM TWOM THE WALL N RID OF ME ®NO AS SIOML MIMECMMC,AM• NOTES: i. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERN7SE SPECIFIED ON THE PLANS �42. INTERIOR DOORS SHALL BE UNDERCUT 1' ABOVE THE FINISHED FLOOR FOR O� RETURN AIR AND/dR AS SYECIFlCALLY NOTED ON THE PLANS 3 RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM MDJOWM OF VFNMATICIL 4. COMMERCIAL APPLICATIONS REMOOM VENT FANS SHALL PROVIDE 75 CFM UMM' a VDMLA110R a BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING ��6. NVAC EQUIPMENT SHALL BE EQUIPPED PATH OUTSIDE FRESH AIR INTAKE(S) PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER CLOSET AND/OR URINAL. WHICHEVER 15 GREATER. THIS 15 REQUIRED TO BE INSTALLED ON -SITE. BY OTHERS 4p. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC m EQUIPMENT (UNIT). THIS REO'D RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE BY A CERTIFIED ELECTRICAL CONTRACTOR A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE CCOE(S} ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. M1000M NOTES: KO"N uoj: a ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED N THE ATTIC AREA NTH INSULATION. SHALL HAVE A MINIMUM R-VALUE OF R-8.0. ,RSL ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR um OF THE BUILDNG, SHALL HAVE A MINIMUM R-VALUE OF R-B.0 QU AS ALLOWED BY THE FT_ ENERGY CODE. 'Jta ALL HVAC COMPONENTS INSTALLED ON-STE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. N11. ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON-STE. BY OTHERS �112. SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR COMPLETED ACROSS THE MATING LINE AREA(S) OF THE BUILDNQ, IT IS THE IA OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE N/ FMC. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. 1arm PREP FOR 86• FRp, Rp, -A 1/2' X 271/4 + 301 2' X 121 2' SG 5f SILL HGT. I 241 2• X 601 4 II +—J L — — — II � � III M mil �O 10X6 Ic 11 12X6 12X6 1OX6 5 Bx4— II s 5 — 6 7 \ W CV16 (41/f) SR 6 ��=�� 46' NGH + OR 747 X UT I Fs°i = = 8 —16 — 16 EBRESS ��� 8 5 H ����� 1�11 1 1 $ 6 6 I 'I =4 - 12X8 O � 1-0X6 - 1.4X6 I x 8X4 I III 6 5 61 24' i 241/2' X 601/4' sG 241/2' X 601/4' 181 2' X 401/4' SG 301/Y X 601/4' 301/2• X 601/4• SHM oBS 14" RISER •' A MANUAL J AND A MANUAL 5 FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE. BY OTHERS) SDUIOAC y®t fL VVIWN FUEL DIURNI.LED. FI Fl LAEE S: "' ANY REQUIRED TESTING (BLOWER DOOR � Ik�l wEm1I INSTwL.t>:B• FRREPLACE SHALL COMPLY WITB UL-127 ANO/OR DUCT TIGHTNESS) SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE (ON -SITE, BY OTHERS). THM WIALS AND MANS AIM CaFLDMAL AM PROPFSETMY MATOUM THE COWTIM OF INNS ORAENC PACKAGE C ffM COKLDOML AW/a RMwrsED WOR"Oft MY MWOUSi0TS USL COP,IA'.. DO02 RED OR DISGN00aN OF Ds PACAA:Z OR ANY OF THE ODIITDRS CONTAINED THUM 5 STRICTLY PRONDRD BY .TACO = NOMM AM MAY E NLAWUL REM INATEMALS AM PRMW TO TE REcrINT FOR SPECSW PLWOSFS OILY AM SHALL NOT E SCAHED. COPED, OR OTHIRM WRODUCED AM/OR CITIHINTEO TO GOERS FOR ANY PURPOSE UTHWT IOSW= WRITDDN AVDIDWATION FROM AACCESIM WAS TINS ORAINW PALIUH>: AND ALL QU CCNTDNs AM RE EXCLUSIVE PROPERTY OF JAOWSEN HOMM ALL Mars rO MVM OOPYMQR MY M11NIMUM Mt QUMM O Ee,lM1Mk~ SOWS: ,IMU CLMTE ZONES: 1. PRMWML41 E TIENMOS AT 15 MOUNH D TO DE 16TAUFD. yp 2 REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITFON THIS -- APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. N ALL M7l CASES TIE MNOIIM EIIUIP ENT SPFIIdm SHALL BE MTALIFA �S FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING (REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY CALCULATIONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED DUCT SYSTEM. A MANUAL-J FORM 6 REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE t1�, THAT THE AC/HEATING EQUIPMENT IS PROPERLY SIZED (INS IS REQUIRED. AND IS ON -SITE, BY OTHERS - NIT JACOBSEN HONES). 4. CRESS -OVER CONNECTIONS (HVAC). FRESH AIR INTAKE. AND ANY REQUIRED • B10.ER DOOR NEST SHALL BE COMPLETED CN-SIZE BY QUALIFIED PERSONNEL LaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C I N I GREEN x N N AREA RESERVED FOR D571NG AGENCY APPROVAL STAMPS: PpPROVep `• �.. D \�. MUSH �...° Gy 6-16-17 ti No D N s� mmom :- o,s worm mal CoeLFs N/ 2014 RDIMA Has CCGr NCUIDINO ALL 2016 SUPPLEMENTS 63802 B too; Y•0 L •uIlOR1fIA,7 B"u", N 455U (3741YA4md 5 1 DRAWN: QMYRICE CHECKED: M.T. DATE: 6/5/2017 IN sQI", 3/1V - r-w SHW: -14 1® OF 19 WEd Ev—re C VWS: 170 MPH MODEL: MOD 1265 COPMOIR 9) 2017 . =08501 NOE% SAFETY HAMa, F:Ow& ALL RODS FMSDUm. 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SMWM44PAVE AREA: 109 NOES / 12.0 - L053 FEET MAIL WAN ROOF 1ENOIT DWTHA 35 FEET SDEWALL TRIG. (TOTAL DPOSD / 10 SU NOES / 12.0 - 4SO FEET Dram RF: C ROOF PITCH WIN SELECTED TRUSS; 4.388 / 12 FIND IPORTANC E FACTOR I. - 1.0 ROOF ANGIE WITH SMWRED TRUE IB08T (IEOtEiS) Rhk Cd pvy: I MAIOUM ALLOSED DESIGN ROOF ANGLED 20' DAEMONS). ON 4.37 / 11 MEIIULL PRESSURE CORE Wff.• OW - 0.18 D'nd.W) HIGH VELOCITY HURRICANE ZCPM NO TOTAL DESIGN ROOF Howe 5wu HOP.. / 120 - 4M7 FEET OTHG APPROVED, LISTED TRUSSES WY HE SBSTHUim F MAMIM ROOF AG, L S'ET7FED ABDYF IS NOT EIIC®EA ALL CAU S CONTAINED NOQ7 THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ARGUE SPECIFIED ABOVE USE THE DESIGN OF VEW - 150 MPH. EXPOSURE C. MRH - 15 FEET IN THE CONSTAUCMON MANUAL FOR THE DESIGN OF a� 3� ' 'oo W. 900M MM WNN ®m PUY ENUAM UNIt DUAWN GN A x SET IF]/.IGY A 'IOAOAWW w ■ Nr ®e m c IWYID aQ N mtm N NOYm xa.9.WAWW ..r. rW ®N O.Di aYaWaa...o w m 1.D PMrt VA9t - 170 MPH. E7POSTARE C. MIN - 35 FEET. SEARWALL ION. SEALOTALL UK SEAROALL ■•N9C imtiyq AUN WM x JAM.Gf MDA1 DY®1 v x YOi wA.l •I.L HEIGIT(K) LOOM LENGTHmN1E.DAD■41♦CN.LN[FN x1OIMlYIm wJC WOmDIIlMm19101 MINIMUM ALLOWABLE SFJIRIYALL LSIGM I00 / 33- 3DAW NOES / 12.0 . 25H FEET v x W.mN¢m 9■LN..R F..9Gv r ■■.K• aL� mmu tt WA 1: fAr.a 0I DD0 FWWDeDOIW - Otltlt / WAM2: 71WAA011®RMIRDU U - OWM Y O - WALL SCTIM 31.7E NCIES TOTAL TRaWTARY WAIL 690 FEET rMG SURE mY.9-vaa-..K OC WALL S.CIDM 52TS NOEB TOTAL ItADUTARY WAN: t0AD FEETWML.■P -./m9190.19- ,]a-mF••K= WALL S_LT®t 3L75 INCHESWWe.AD9YMMGn4PJELmm WALL SECTM SL75 MISS OVAT.E.CILWLEMI WALL SE=nmt 0 INCHES END ZGZONECBTANCED 3W0 FEET WK W F10./x.AO.• waur.3 Id --• • ■MT at.- .AOq WALL SECIM D NOES ENDZONE DISTANCED tLD7 FEET rIL m IOOVIW m r na4 WE ay.3 >T wa. uOr a6 Mt W+nrD WALL SFORO! 0 NOES /f1ET00R ZONEDbTM70E: 0 FEET N ■ NN.tS41! OG YA7. - fDIP® WALL SECTON, 0 NOES INTERIOR ZONE DISTANCE 292 FEET N I Wa• • a.t an ■M WALL SMITH 0 NOES (FEET) WALL SECTION, 0 NOES (FEET) WALL STREW! 0 INCHES (FEET) SOGLL RTIED. Q'97 WALL SECIM 0 BLOWS DeZT) SOMALL 11M TOTAL LENOIH OF WALL 035 NOES DISTANCE OR ROOF HT . DES LOAD INPONDS I TOTAL LENGTH GI` WALL IMES NOES DISTANCE OR ROOF MY. ■ DEEP LOAD IN OYDFD BY: / 12000 NOES WALL FED ME LOAM SSE a L3C2 . 6i' ffi . 9935 PONDS OYDED BY. / 120W NOES WALL D0 WE LOADS SOT ■ 4..• 5620 - 202404 PONDS LOYAL LENGTH OF WALL: SM FEET WALL NTMORE ZONE LOADS O a 4.542 a 348 0 PONDS TOTAL LENODI OF WNli L79 FEET WALL NIDDOt ZONE LOAM 2A2 ■ 4.642 a 3LB 48M PONDS DID D ZONE LOADS ago . 4]D • 14A . 2469I PONDS ROOF END WE LOADS 8.07 a 4.W • 148 - SCUM POUNDS !d resmx®® ROOF INTERIOR ZONE LEADS 0 • 4-w/ . HL 0 POUNDS 1i .W.r n.wmlm Aem 4aam ROOF NENO� ZnE Laos 2.92 a 4.307 t 10 MILES PONDS 11F m.mrtatRw w- mMp TOTAL LOAD FOR SEARWALU 1242.4 POUNDS 1�F acwYC s.Na AM.0O9r�• TOTAL LOAD FOR SEARNALU 31483E POUNDS Noes. rr msa L.Am.vr.Wn.•.a• TOTAL LENGTH ff 9FJViw�uL: ! n29 PST ®I� N.•v. rw.o.s. Lr®1•r..t-.r VIAL LENGTH OF SEAWPALLG ! 679 FEET p®19 N sr. . .mar.mNr.....•LrK a...rr DESIGN SEEM VALE MS* - 23477 P1F E N ar.amF.r 9Ww. umar.omAwaa.a<a.wr DESIGN SCAR VALUE WO - 357At7 PF Ala maar.•mF.s w.m. • onM m.. umM Wsm amwO 9£AIMAIL 1EIG1I1: . 9 TWEE IYL ^+ra•-•mr ; SEARWALL HElO1T: 9 FEET " �9K .r.■xF.r W.m. P s m•.i.■amram- . - .POSE rr1AI a....a.a. ••.I.. _ Ommm.r9W.m a■.rp - OWEtTIRBWO PONT lOAO 2117 POJNOS gg I Eqy N .r.o®CF • aav■ O,mra.rmwam. . - uaFomr Anaaw. nw.. IWK W.OIw A■os4DWq - - OYER7QOi1C POUF ICAO - SL2i FORDS - WALL Ss 7Ar A•aN:m atm a.ux9 -ram a WALL 4: - 7Ar a.Am®..>m w■.. - o•oowr 9 WALL SEDIIOi 110 NOES TOTAL TRIBUTARY SPAN FEET FMWM ./u ESE mM9-LNKIFNN.aKm WALL SECTION, 642NOES TOTAL 1R@MARY WAN 12a4 iiEW rAa■./nW MK-t06KTODN.]Ket. WALL SDI1OtN, 0 NOES :LOS WM[ M OLY a,F■■DIL PAI■1 m0Q � m NOO.AN4mr WALL S:C110NN, 0 0 NOES fMI m OYAT.uW.L WNL F)m WALL SDCOOE 0 NOES ETD ZOE DISTANOk 0 FEET aL.wi/! .w •anr oc r WALL SECTIM 0 NOES END ZC4E IOSYAM E 0 LiiT �m ■ Kw ua a+Y. a RAY .Au • a.0 OG YM W.O9 WALL SEC1Yi 0 WORDS NTE36W ZONE OSTANO: 1608 TEFL v 2 ■ON • Na oe rK - fm9TOIa WALL SCRIOt D N NOt ZONE Om@ 06TANCD 12.34 FEET a: s • If>Y eA: Wa - Pmm WALL SEORON, D NOES ( WALL SECm 0 NOES (PET) LL WAS7.TGN, 0 NOES (IEEE) WALL 4M lam) WALL SECTION, 0 N INCHES 0" ETW WL TRK (PS) TOTAL. WICOA OF WALL: 110 NOES CWMC E . OR ROD' HT. ■ CLIP . LEAD N PONDS TOTAL LENGTH W WALL-- 5425 NOEL DISTANCE • ON, ROOF HT. ■ OW - LOAD N PONDS OVDED BY'/ 12000 NOES WALL END ZOE LOADS 0 . 4-1U ■ 5326 . 0 PONDS I O1'DED BT / 11000 NOES WALL END ZONE LOADS 0 ■ 4-"2• 55.7E - 0 POUNDS TOTAL LENGTH OF WAIL• 9.17 FEET WALL NIO6OL ZOE LOVES I..4a42 ■ TILT. . PONDS TOTAL LENGTH OF WALL• 4.52 FEET WALL INTERIOR ZONE LMOS I. i 4.542 • TIES NI6T17 PONDS OF ROEND ZOE LOAM 4.3W . 148 - 0 PONDS ROOF END ZONE LOADS: 0 4M7 14A 0ND POUNDS •DArt ralvas.mlmm4.9i 1d A-ft ROD' NT135M ZONE LOADS 1608 • OEM 4MY . To 41027E PS Id .rMNt W■wmnnOKaW r.emAo aN4 ROOF INTERIOR ZOE IDADS 1234 • L3D7 . 10 SM.SS PONDS TIE mLmrsow 0..>nNm.O TOTAL LOAD FOR SFARMLL: 3>l696 P0111OS )�@ .rM..Ls reswOrmaaN.Nl TOTAL LOAD FOR S EARML: - 2511480 POUNDS ®I) w.ar. rrmd KwmWswNa-.4a TOTAL LENON OF SIEMINA L. / 9.17 FEET II( •Nay. rr.osa L.mvaw•a-Nr EOWAL LENGTH OF SEAREEALL ! 4M FEET ;o= ur.o■9F.r e■aw.- . m•wmrr r...ww•.rr.r. OSd SPAR VALUE DNSYk - 3IT1LB2 RF E Eo: R ..mY. ..w. . m.F.� nwoa.o a0tw.. oF3m1 SEAR VALE ont�9YF �9s,..Kj,, �.■orrvomi.. : mram. . .oOa .NY.NR.M Pwmmmosea avrp SWMALL HDGHD . 9FEET OERDEE�NG POW LOAD: . ]]RO POUNDS • M nr.a ml. aurarumrvm. v� ® a_ P-.- FOKm.o.r.rmamsq SFMWNL TER . . F OWARBOND POW LOAD 5168 PONDS ■MSi 7Ar AAa1FID KIDfIm.9 - 9.;a9Y -E�i s�• WRfaa. b: _ t/. M1a 1®I91®.OlI.4l - 9CQ9Y - o WALL SXCIION, 11678 INCHES TOTAL TRIBUTARY SPAN: S29 IFFY IA7E. ■/MOA m-tAKIFIWN..LOC .IOt OY AT1Mi1L IN■i WALL S7`TON, 0 NOES TOTAL. IFIBUTAY WANE D FEET WALL SExITON, 0 NtaEs vumRAWas rMn WALL SLTYk 0 NOES •Mtm FAw WALL SCDOW 0.. Om ZONE 06TAHS1 S29 PEST IR Ur.alAa'aWa.r mMK.Aa■. WALL SEWWI! 0 NODS END Z01E DSTANO: D FEET W®latm sax9 - 9[ a aY WALL SClldk D NOES NitlaORt ME DISTANCE 0 FEET WALL STRONN, 0 NOES Nh7E0R ZONE'OSTANdO: 0 FEET WALL SDIIO! 0 NOES (FEET) WALL SECTION: 0 NOES WALL SEOIDk 0 NOES (FEET) SDENALL 1R& D'S'� WALL SECTION, 0 NOES (PST TOTAL ANON 6 WAN: 11570 NOES CWTANCE ■ OR ROOF NT • DW . LOADIN PONDS TOTAL LENGTH OF WALL' 0 NOES . DW - LOAD N PONDS OVDED on / 1200E NOBS WALL END ZONE LOADS 3M . 4S42 • 617E . D6HI PONDS I OV® SIT / 12OD NOES Ao 4A42 a 55M . 0 POUNDS 70TAV1NOIH-OF'WA1-9.-OSlFEr- 1Y ROD' FED ZONE LADS a 32D . 4307 . 148 2OeA9 PONDS TOUL LFHON-0--1P LOADS 0 -1-a-30:L O-PO9D4 ■ . ■ 148 0 P01805 ROM NTMM ZONE LOADS 0 4=7 a 10 - 0 POUNDS LOAD" �aW9 Jan LOADS 0 4.307FOt a t0 D POURS .9nN■. m ar+.rL®Nb4w P-w . TOTAL LOAD FOR SEAWL AL• . I=18 POUNDS LL6 ••sLVONa • TOTAL IOYAD SEMMIL• . 0 POURS L ImrN•W.-ru.•a TOIL) LENGTH OF SEARWAU- / • ES FEET TOTAL LENGTH OF S WARMLL: / 0 FAT N �.Ime.rnr-t DESCH SEAR VALLE OISVk - 107.11 PLIF N mr.■snCFraa.n. . OEM STEM VALUE GDS* - 0 PF Wwe•aomwawe. . m•W I.iAO.r SEARNALL HEKWR 9FEET �YE •..WWmw.m. SEAWALL MTOIO 0FEET r.•a.C.saw. a .va..ncl r.raaw.•r.r .r..wr.v■■w. w.w.. KNOm.w.o.Wm.mro OVERTURNING PORT LOAD - 954 FOUNDS _Esi •mu ramram. • OVERTURNING FORT LOAD - 0PONDS WALL, 7: - - - - TAW YnaWmr®•IMIw-os WW av e I - WALL 8: - - - - IAraTAvvaft-9.Mw-=K9•Y . WALL S CTIOL 0 NOES TOTAL 1IBITARY WA. 0 FEET WALL S=1ON, D NOES TOTAL 71BITARY SPAN: D FEET WALL SSTION, 0 NOES .LL m r.■F. WAIN SDTIOtN, 0 INCHES wLn raw WALL SECTION, 0 NOES END ZONE 06GNQO 0 FEET tim..OID •WOw _ OW Q O.CT WALL SECTION, 0 NOES END ZOE OISTANOL o FEET W®••� _ aN o WALL SECTION: 0 NOES DYERIC R ZONE DSTAWCD 0 FEET WALL SECTION, D NOES NiFIDQt ZOE OOTANOX 0 FEET UlG, BV.6SECTION, 0 NOES _ HALL SECIIOIN, 0 NOES WALL SECTION, D NOES (PW) WALL SECTION, 0 INCHES (P� TOTAL. LOOM OF WALL' 0 NOES T : DW - LOAD N PONDS TOTAL. LENGTH OF WALL 0 NOIS T. a DIP - LOAD N PONDS DT\0ED EET / 12oro NOES 4842 . 0 IMIID^ O1DED BYR / 11000 NOISE 4EM2 . 61.x - D POIf04 TOTAL LENGTH O' WALL: D FEET . 4542 . 30.8 0 POUNDS TOTAL LFNON OF WALL: D FEET w . 4a42 a am - 0 POURS LOADS 0 . 43D7 y 148 - 0 POUNDS I IAADS 0 . 4307 a 14A . 0 POUNDS I.rw4arm•m.m alm 10A04 O 4.30E 10 - OPOIDS @d .rAw:nW.r mrm aao ELom 0 4.]OT ■ 10 - 0PO9DS mLmrN+u. - y TOLL LOAD FOR SEARWAW - 0 POURS yLP ..rA..a.ar WF4w `TOTAL ROAD FO 9WE'ARWALL: - 0 PONDS rre. rw m.sa TOTAL LENGTH OF SEARWALe / 0 FEET OIL ..9■r. Waw...rs. TOTAL. LFNCIX Di SF.ARINAU: / 0 FEET ur. IE9GN SEAR VALLIE NSyA - 0 RF e.. o ar... . DESIGN SEAR VALUE (051* 0 RF M a.w ar mrem. 4 SFMWALL I 118010 0FEET P2L n.Kraw.mrvm. • S-4RWALL HEOM 0FFET ur.•wr.rrw. . - ��= ur.vo9r.avw. • OO- .men ■.■mw.m.. . _ _ OWIMIEO FONT ROAD: POID9 _D� w4a w■mrvm. _ _ -OVERTURNING;FONT IDIUk 0POAD9 - REFER TO OTHER DETAKS FOR SHEARWAM SHEATHING / PLF TABLE ACOSSON Homos 600 PACKARD CQUiM SAMY H AMRF FL 341695 727-726-1138 501MQATIONS: MLSB UMTOTAL WI@l1 FF ANm a 1WL KImW W WW2 AXLM= I WEE' AXE AWL CUSSES F4ON How fT MTH T1TD WNIW'AOE RDOI JO61W 2O it F PLOW lxo O I.pY 00 Ot PLY•OOD RD01 WW1At1Oa DAaI cOWSY EE-a U C/OE/ONEQ FIOgt A W SPACER w O. PUIDI AMM M PORCH vt I M .. /- / Deese- ■.,A DnBI71 SIUM 2.0 SPY D 80110E RAE (DTIS 2Ya WFP MOM 9M Bw VALL INDUIO! R-O tD RAY 00 S/ w /7 . CM 11WA1FWFW 7/lr PA m 16O MID C6 DOOR MCI. - FOA CM MT. DONE HOLM COW (am Qti W/ gjso w.\COL rNot LAP) AWE. ITvJ mwo sAmn a YGIL O.3 CONW =RED f/Y O.SY 11W J .EW N.ALAIO■ 0-30 WEIRDO NOTWIUIVDL (NFU .9v WWADWR . 7Ar MA Aim 7au9su �tm (CN9b) I= U■11'JOK FOOT IImN.TO T IM .AINR WOO Mt [OMm.W A.W ...n M.el •.T GRADED IEnW AN &ISTOO AYC 1W0 F67OW 10 DO W C= FWL SEM I6p1 ID DORY WAS Imb O / Q RUG mm 2 VAT TM IBTG To DOW CILO TNT AHD am TO, GORY CAICS Im140! 20 N 0 / V IENN ows I r� K.GW Or MEW. a / Cr ACMESLE UYS p / 1 lA® ►/ MM00 0 / V HIATMMum 1 / v /i TWOM MARS ag 0 P O' DAIDALP W11G 0D.[iW 1 / ImOE Glu W/ LAm 0 st H MA1G ® CL 9Wx / O SfAlOIlO U11! I / Q ALO.1<mE.ATG O0SE$ 0 / Y19GG 1 ATM WUTR MAID 1710 tLI,C04L TIES DETAILS AM BANS ARE CONFIDENTIAL AM PIWPRETARY MATERIALS THE CONTENTS OF Ls DRAWING PACWA.IE CONTAIN ODWIEN11AL AM/OR PmIDECED NFOYAWK MY WAUDIOR@D USE; COPYING, MMURE OR DISTRIBUTION OF THIS PACTRACE OR ANY OF THE CONIOM CONTAINED, THOM IS SIDQILY PRDHBM BY JACOBS N NOW' AND MAY BE W ANUL THESE MATERIALS ARE PROVIDED TO THE RECPE NT FOR SPECIFIC C PURPOSES OILY ASHALL NOT BE SWIED, COPED. OR 01TETRCEa SE REPROCUAND/Oft DISTRIBUTED TO CTFWIS FOR ANY PURPOSE NTHO T EXPRESS WYTIE N WINOWATION FROM JAOOBSEJ HOMES THIS MAIM PACKAGE AND ALL ITS CCNTOM ARE THE DMIUSYE PROPERTY OF JACOBSN HOES ALL DONS REWIVM COP:RIQ T m A: 55.26 PSF OSHFARWALL DESiGN SPECIS: s B - 14.0 PSF o� C - 36.8 PW D - 10 P5F DESIGN SKEAN VALE: BERM SEAR VALM- 2a4n Rr 1m1 PLF 1 ovEmuaWNa FORM S OVDTHIeDm FEENE 21G LEES 904 LS 2 DESIGN S UR YALW OVIXRIQWIO FOtO. 3S7A1 RF s OEM SPAR VA•UE1 OVFNiRINNO iORO: D PIF �� 3221 lBS DESIGN SEEM VALUE RF OEM SENT VAWO OSUM OVERTURNING FORCED 7 OVERTURNING FORCE SM LEES Ld DESIGN SOAR VALUE 67= PiFi80VEIUURWING DESIGN SEMI VALM w 0 Fir O OVERTURNING OVERTURNING FORM FOtG.' WELL LEES DESIGN SPECIFICATIONS. 1. MEAN RGOP HEIGHT (A1RN). 35 FEET MAGNUM II III 2. FLOOR LIVE LOAD. 40 Pg a ROOF UVE LOAD, 20 PSF 4. BASIC WND SPEED. 170 MPH - V4/t (UIf mqw) 6 WIND IMPORTANCE PACroR. IN - 1.0 Rhk C9t g6ry: .D 6. WINED EXPOSURE COEGORY. C 7. INTERNAL IPAWURE COEFFICIENT. GCO - BIB (End-W) NaK °EST)' SD PRESSIGN 1DR (VOsd) C i C LOADS. ALSTRESS DESIGN 6 DESIGN WAND PRESSURES FOR COMPONENTS AND CLADDING 6' . w PR. ROOF COMPONENT i CLADDING LOAD, O 0 ZONE 1. 27.06 PSF i -414 P5F II $ > ZOtOS 2 i 3 . 28.19 PSF >-106.93 PSI > POOP OVERHANG. ZOM 2 PSF Fj . -84.39 a ZONE a .-141.61 PSI O PW . WALL COM)PONENT AND GADDING LOAD. WALL / SONG. ZONE 4. 45.41 PSF -49.24 PSI 44pFF ZONE 5 . 45..41 PSF > -60.77 PSF > WERE LOADS. 9. DESIGN WIND PRESSURES FOR THE MAN WNW FORCE RESISTING SYSTEA S (WORS) - S FAR WELLS. A. 55.26 PSF (END ZONE OF WAN) B. 14.6 PSF (END ZONE OF ROOF) c. 36.8 PSF (N1. ZONE OF WAIL) T. 1C PsF W.1CNE_ 1RCIM IDAw SIXTE OF FLORIDA '` 8 IFIDDDLa 2014 FAC� 2W61UFNW y■+ L.yI ..qw to � �H FOQIWAI. 201E NEC ►!1 xWouruw �C��� �� � Q ® 2016 SUPPILE MS Jill fill LM1NAONhb 2201a �C C.! � e5 will DwaY 2014 MC 20f6 a1WNW1WNO _ .4 AREA RESERVED FOR USiING AGENCY APPROVAL STAMPS: PpPROVfO 9w.T TOT IWII m.o..uw 0 0 6-16-17 E r10 to as ar rmmmm .l W ..w.c.•.. A\00®I f c N A Y0+-0>a Mamh emnll 44 1 .mLur 9oPe m�ea4Al•Arm :u� nM .�E !/YILLiQM1°`�oC�AmL7lOL e�W C'(RTER S P ns_. N.wwn v.Asw.WWwW4 '{nI"i•w�9Wlmsir �al''i1Wie COMPLIES W/ 20114 FLDIOA RES CO)F• WWD[WO ALL 2019 SUPPLEMENTS 1R 700 L WAIDSEYAVI OOTAIR.04 4014 W4126 0 DRAWN: C.YVTOCE CHECKED. M.T. DAII: 6/5/2017 SC." 3/16- - 1'-0' SHEEII: 12OF16 WEC: EvP C DINS: 170 MPH MODEL: MOI) 1267 COMSITY ) 211117 . JACOBSON FIDES. SAFETY HAREM RODE ALL RIONS RESERVED, I Job Truss Truss Type na Ply Jacobsen Homes 216 67078 M600803 MONO TRUSS 1 1 12162078 Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.350 a Sep 27 2012 MTek Industries, Inc. Wed Mar 20 09:01:35 2013 3-3-4 2-10-0 3-7-12 li 1x3 II IT 7 3x3 = 3-2-0 Cantilever 3 3 za 12 REACTIONS 4 Max Horz7=238(LC 7) tx3 I I T1 G Max Uplift5=230(LC 7), 7=679(LC 5) 2 r Max Grav5=160(LC 2), 7=496(LC 2) I 1 1 , oI =_ B1 = 7 6 5 1x3 II 1x3 II 3x3 = 2x3 = 334 2-10-0 I 3-7-12 9-9-0 Plate Offsets X 3:0-1-8 0-1-05:0-1-0 0-1-4 SPACING:2-M SPACING:14-0 CSI DEFL in (too) Udell L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.62 Vert(LL) 0.21 7 >548 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.44 Vert(TL) 0.18 7 >635 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.42 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2010/TPI2007 (Matrix) Weight: 261b BCDL 7.0 BCDL 10.5 FT=0 (pq LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directlyapplied or5.5-12 oc bracing. WEBS 2x3 SPF Stud PpPRO 0 REACTIONS (lb/size) 1=27610-3-8 (min.0-1-8),5=276/Mechanical Max Horz 1=238(LC 5) Max Uplift1=-329(LC 5), 5=397(LC 5) 0y Max Grav1=323(LC 2), 5=323(LC 2) ^ co 6-16-17 - FORCES (lb) -Maximum Compression/MaximumTension TOP CHORD 1-2=568/647, 2-3=547/727, 3-4=-46/13, 4-5=70/155 Z W BOTCHORD 1-7=870/521,6-7=870/521,5.6=870/521 f. WEBS 3-6=176/203,3-5=582/971,2-7=100/263 �i Q NOTES 1) This truss has been checked for uniform roof live load only, except as noted. lnR yy 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL= .8psf; (AIL 180mph @1Sin o.c.; TCDL=4.2psf; , C P A BCDL=4.2psf); h=35ft; Cat.11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and R T E R S forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E-Signed by Kevin Freeman 4)' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329lb uplift at)oint 1 and 397lb uplift atioint 5. ♦�,,`�` F R Ee�J�,��� 6)'Pin all pitchbreaks' Member end fixity model was used In the analysis and design of this truss. 7) Based on M600802 `1� a�' +•�. •� • • E •.•�A �I 8) Added detail . `�: _t�•.•,G rlYa irk cant. ti, ••mot 71 i • � ��✓i /i� "��' The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 3/20/2013 not necessarily the current state building code. The engireering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the [orally adopted building code rest with the building official or desigriated appointee. ®WARNING -Verify design parameters and READ [VOTES Universal Forest Products, Inc. 2801T E PHONE (616)-364-6161 FAX (616}365-0060 GRANDRAPI S, MI4 5 5 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for - -an individual building component to -be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building - — designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:lsupport\MitekSupp\templates\ufp.tpe(c copYri9ht 2013 by: Universal Forest Products, Inc. Job Truss Truss Type Qty Ply Jacobsen Homes 216 75565 M699402 MONO TRUSS 1 1 Job Reference 2162337 Universal Forest Products Inc., Grand Rapids, MI 49525, Michael Adams 7.520 a May 8 2014 MiTek Industries, Inc. Mon Oct 27 11:47:45 2014 Page 1 of 1 Copyright Q2014 Universal Forest Products, Inc. All Rights Reserved 3-1-4 4-1-2 3-10-10 1x3 II 5 2.75 12 J1 y7 3x3 4 T1 3x3 3 2.5x3 2 1 - 1 = _ 1.0 B1 8 7 6 3x4 11 2x3 11 2.5x3 = 3x3 = 3-1-4 4-1-2 3-10-10 11-1-0 p,PPRO V fD ALT. CANTILEVER DETAIL ? 0 6-16-17 77s X F. REACTIONS. Max Horz 8=242(LC 5) 3-0-0 cantilever Max Uplift 6=-297(LC 7), 8=-698(LC 5) PGj CqRIE Max Gravity 6=266 (LC1), 8=612 (LC1) pj Plate Offsets X,Y — 1:0-1-12,03-2 , 3:0-1-8,0-1-4 , 4:0-1-8,0-1-0 , 6:0-1-4,0-1-4 , :0-1-8,0-1-0 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ltd PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.64 Vert(LL) 0.12 7-8 -999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.13 7-8 >999 180 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.42 . Horz(TL) -0.03 6 n/a n/a BCLL 0.0 BCLL 0.0 Code FBC20101TPI2007 (Matrix) Weight: 30lb BCDL 10.0 BCDL 15.0 FT = 0% -LUMBER uBRI_�CING- TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or - oc pu Ins, Pj BOT CHORD 2x3 SPF No.2 except end verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. - SLIDER Left 2x3 SPF Stud 1-5-14 REACTIONS. (lb/size) 1=439/0-3-8 (min. 0-1-8), 6=439/Mechaniral Max Horz 1=242(LC 5) Max Uplift 1=-389(LC 5), 6=-450(LC 5) E-signed by Kevin Freeman FORCES. (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-1107/1223, 2-3=-107711228, 3-4=-681/731, 4-5=-40/9, 5-6=-84/158 i f ightl wilif BOT CHORD 1-8=-142011034, 7-8=-1420/1034, 6-7=-864/647 t�1 t¢ R WEBS 4-7=-114/245, 4-6=-719/967, 3 8=0/129, 3-7=-398/571 �l VA F�/I��� (_ IV �•+� NOTES- (7-8) `fir:. G Y I`i c4+, 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. 180mph @161n - •' No 56254 i • o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate .~. .�.:. . grip DOL=1.60dc 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. '+ 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ` �C► r, will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 1 and 450 lb uplift joint 6. 6) Fixity of member 6 - 5 has been changed. Basedat on 8) Rev lons: sIncreased dead load, decrease length, increased heel hgt. The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 10/27/2014 not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters Truss shall not be cut or modified without approval of the truss design engineer. PHONE (616)-364-0161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, Wl 63719 J:%supportlMitekSuppNtemplaleslufp.tpe Wind Equivalent Vult = MRH = Exposure = 170 35 C mph feet PpPROVFO cD 6-16-17 J? N ri CgRTER tL P Pult = WL = Vult2 * 1.45 * C Pult = WL = 28900 * 1.45 * C Pult = WL = 41905 C Pasd = Pult * 0.6 Pasd = 41905 C * 0.6 Pasd = 25143 C Vasd = MRH = 15 feet Exposure = C Vasd = sq rt ( Pasd / 1.21 ) Vasd = sq rt ( 25143 C / 1.21 ) Vasd = sgrt ( 20779.3388 C ) Vasd = 144.15 mph Construction - use design of Vasd = 150 mph MRH = 15 feet Exposure = C for the equivalent -Vult= 170 mph MRH = 35 feet Exposure = C a - Idor" NIA, AW� "s-rc-L ,,Cons., EL I Client: HWC & AgsOciatb�i Iffibom Werner, C4ttdr & Assoc .,,Inc Clai Seater;; Ft SO b Part#- 169128 LaUft Date Received: 6/21.12013 In-Stope TeA, Mofh6ds; Terwelle (A9,',M'4. Eg" S-Lervkes L&.bqrq4Wy gryanl)&� Road,, Suite too . Thl]45110be 727PWAGG TWHWO 800,335M,55 Date Fqurhurric=estrqps:.SpIVmjWdI� the tensile and yield swenggbsL The straps were tested at -their fall Tihius Olsen. LGCap tensile- test& With a.30,000-paanid lead -cell, 4 Resufft: -r - �rhtc,�A --- Vmqita masutik 6/2412013 Jow,kson I re rocelved to detmnine and thickness using, a !bn due I OP-4/13. SpocbmenT—Width T61ok- i.,& ress St. . . I �_Log4offl,040[ Y .14 Strength - (so E m 1 12-50 0.0370. 5j79, 11.640- S,M, 11 Oj93T 4 3 1. 249 0,4375 5XI -I. I ta,�q;! I t1l 1 4 � 10 FIftj441 IVTA-- Rzq�i&4*9z'h. Cummeulrl The TV -SOS COO- TO*! to t4S*jqApaij*pd� titpV &3i A It'M: i4 ,"Ie M=01mg iw W Author: Rerrald'Jaeik$_otl Approved, Wt prwdipEd mwriws *SCkftrw. PrelidentIC AN.D-Tt1�1' W ml.'.'TOPTA'9,07 Chanical TA;sfiikg FwW— A2LA Cenificate it 1(71.01 mechmijeal Fit7d — A.2LA, certiricate 1171-02 U71,03, Liam for L*aralqy,1cmdituttan 6-16- 7 z k W, LL TER 'FL-ProdkC l MAfiUfUrer PrOdt-Ddst ip,119kW U, e e A 2 "k ""S D Metal Roofing Advanced Aluminum 1 Advantage Panel - 26 Ga. FL 1763.1 - R2 I (1/2 INCH PLYWOOD ROOF SHEATHING REQ!D) E Tubular Skylight S. Structural Comp. Sun-Tek I I Tube (self flashing) 10", 14" or 21" FL13488.10 - R4 A =.Wood Connec ors. Wood Connectors Wood Connectors Tie-downEngineering OliverTechnologies liver hribicigi6s, Master Craft E Coil Strap ... . ... St 0 C il rap:.,- Metal 'JocalApproval Constellation Constella Tech. e A1313941 . Dort Wood Connectors Master Craft Eng. Metal Strap FL 9159.4 - R4 Wood Connectors Master Craft Eng. Metal Strap FL 9159.4 - R4 B Truss Plate MiTek Truss connector plates FL 2197 - R5 C Engineered Lumber GP GP -Lam FL 20 23.1 - R6 I PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES r 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R5 Siding James Hardie CEMPLANK Siding FL 13192 - R4 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-114 Siding Style Crest Vinyl Siding FL 12231.E-112 Siding Exterior Portfolio LLC Vinyl Siding.(Crane - Foam Backed) FL15517.4-R1 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-112 4. Roofing Products A Asphalt Shingles Asphalt Shingles Asphalt Shingles Tamko Building Products GAF —Owens-Corning— Asphalt Shingles Asphalt Shingles halt-Shingles FL 18355-113 FL 10124.1- R19 --FL-10674.1—R12 B Underlayment Tamko Building Products Underlayment FL 12328 - R7 Underlayment Tamko Building Products TW Underlayment FL 12328 - R7 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 - R7 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R8 9FH S - INT/END ZOS - INT/END ZO PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES —PASS—IUT/_EN-QZQNES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES n MCP-2328 (M1265*) MCP-2328 (M1265*) ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: C Mean Roof Height: 35 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: 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R6 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R6 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-R7 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-R1 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-R1 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-111 Swinging Dunbarton Corp. Patio Door FI 15326.11-R1 B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-R3 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-112 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-R2 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R7 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R7 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R7 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R7 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993.2 - R14 B Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-R9 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185.2-R7 2014 CODE VERSION June 5, 2017 PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY 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 PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY 1 i - �. , � - a1 ��®..�� 2. ALL TA!]E4 DBTAUAD � 1feE fk^'0� D1G l@6Tee9.�t1NL � ® td{p��'v)IR'1BOEffi iat®01IOt�-eel 3 g061t�'BLOf�.Wi7�.@3-YN® .0�jp's7 € MED FOR SMN USE AND SI ML BE VWXD W (VFAi} M RESWMT1 a fl Ydis ¢,Ln f M 3 Fffi�a` #9r� 8ffi • ROOF = R-30 WALL = R-19 FLOOR =R-22 (DBL R-11) 1T-10' '-6' 10'-4' C � � 1X F�21 SY $L BN,7 i = FIEi I (�I�:L�3i i'cTif�[i'Za1?st` SOLD RIM WWO Fir& AM' "EN RWK= F aMM SIUW. COIFLY 1t111 M-1S7 W aSalleBristol Man uf—turing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusersg A/C for Up -Flow Splitri y �+I 1 a GREEN Po Itl DINING O te -` cM2X6. IL'12X6. o xl 122 1 'I O, A1/rXWI/W w pr Hamm 7*— > I RvE TAEt (�wrvPs—aR� O 12 2X8 MINIMUM FLOOR SYSTEM REQUIRED «. ALL 1-BEAM LOCA71ONS SHALL HAVE PIERS 2X10 MINIMUM FLOOR SYSTEM REQUIRED c, fu • PERIMETER AND MA71NG LINE PIERS ARE REQUIRED. ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT (CHASSIS) ADEQUATE 70 SUPPORT ALL INDUCED LOADS FOUNDATION. AND ME -DO Mt SYSTEMS ARE BY OTHERS (NOT JACWSEN). z PERIMETER AND MATING LINE PIERS ARE REQUIRED. ALL VEAR WADS SHALL HAVE A PIER INSTALLED AT c B-M THE SIDEWALL AND THE MATING LINE AREAS, FWNDA11CN PER FHC AM STD. ENGINEERING PRACTICES, WM THE SIDEWALL AND THE MATING LINE AREAS, AS WEU AS AT THE END OF EACH NEAR SEGMENT. AS TELL AS AT THE END OF EACH NEAR SEGMENT. um EW I= amm amen ear �, � � � � +� °.w era � F l N., U, rig S= f2.w Aw taw PM am a: so , = as "M Wsu a w an an aw I' m "M amwp W .mf I= w W4 FVM �`� .......,. rr *0* .. .... ANY ATTAg1LSOM TO THIS SmalURE MVL � Y _ ,.,,.,. - _ ....E ' SUPPORWIC AND 'MALL NOT 7RMSFM AND/OR INN= ry _. .: .,. �.... tts..:: LOADS AND/Wt OTF FOR= C= WS @US.LYiEDjS'T€ti7Cl42RE. oataaa ��. w= -m ao®c Ralewt2 fay moa�emeRt I,zoaeaw nao mcmr a . ma mn � t P �D au sat ray m I� 2 2..2 2& 24..tl tl tsrs ...am" 0 ...®„.. 0 0 0 a R tl 0 0 2 2 LA R 0 0 O 0 O R 0 0 0 a tl 0 SHEARWALL A- PW 0 DESIGN 0 PSF " SPECS. ® �e a 0. 10 PW 6 1 Zm'�£A' apSW,•s .Q Rvaa m MMe &W 07a0rIL M w. W K%7 " R === W M Wag w.aM. ml..a GOMM l raoA PWMW Ltd MR UvE ML Orm Comma 0m101 ®wl wamOf. a AR, v tK a.aaae 00a0®1a1m1 � SSfO.f wu�®n+10m loe.ao wr s u.liu. aaR rA�ra.2s w01a0®A1KICI,Ia/[a1D w.m.AT MO.VLL IRSamm offim a aaam= IG1m= mum === 10 O.m= MM w umffO a Mna.suaaa IIOI avoomawd.a. aMM "'W" MO XL aR 0=0 M. I. om" wean w�mr baa ML 1610 momm OAR a. t� um No= Mff . L orMSA k at d a�i a.m 4 M 00 .� u a�2 � a t2 Ywt 4'YPL 0 ' ai s o O.SN l® 2.a3 �2a O1 4A°d 9.t9 309 m W aam � saf UM � a `. aa� attm d „„t 7 b FO'6a ,..„�ff8 A,i aa8 .% W Abf a . iO� .. �4 a P om awnIm 01 h 5 �" ter... # it W i c ease-2MB QfI1 i-<._.. FLOOR PLAN NOTES: L aKtaaaavia Ir �a o LLJ C3 o uj v° e WAMM AVE N 4=4 Mq ac_0,4. 0 G ? Q CV I 0- O r 4.'u',n.zK''r. By Date. a a _yzz.��Ys e Q � �aaaamew,as" aSmiiM2 aE05. maa' sa,tI�I'm� zaf yea qa,m a,m,AOw w ti.5 �m..sa2fm a. _ rana W £w mw.= MW w v Hies e,a aw, Sant - Eal AREA RESERVED FOR LISTING AGENCY APPROVAL STAM Omwn: 4.0 .,....9...... Che ILL 2 • xa 0mr.vwa.. S �y „a Dates a/a/un 6-16-17 tafawi �m Is:; s`,a'a i .e'"• z 'Sheet: 4 W Fx z 2 OF 1 amom !J MI4 Pam = ODZ Y$C: 0"£2. 0 mm" is Dft M M- No", fm 1m os®n o a07 . a mm ww awe. aMM ALL a Imam APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MMCP-2328-M1265 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 . Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 6/8/2017 All rights reserved. `This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 17,003 Btuh at 17 ° RE9D BLOWER CFM: 828 cfm at altitude of 40 ft SENSIBLE CLG LOAD: - 16,553 Btuh at 96 ° Entering Air DRY Bulb: 75.8 ° Mach. Ventilation : 33 LATENT CLG LOAD: 3,127 Btuh at 96 Entering Air WET Bulb: 61.0 ° Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 736.7 CFM infiltration being 5.810 ACH (to be confirmed by testing) (5 ACH = 634 CFM) (3 ACH = 380 CFM) Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Operable Area ROOM NAME Room Area Required Built Living Room 188.9 7.5 18.75 Bath #2 94.4 3.7 2.50 Bedroom #1 158.7 6.3 10.00 Bedroom #2 128.3 5.1 7.50 Bath #1 55.0 2.2 1.25 Kitchen 103.3 4.1 2.81 Dining 116.7 4.6 38.07 0.0 0.0 0.00 0.0 0.0 0.00 Mechanical Ventilation is Not Required Outdoor Exhaust SPACE CLASSIFICATIONS Occupancy Area Air Air Private Living Area 3.0 592.6 45.1 0.0 Private Kitchen , 0.0 103.3 0.0 25.0 Private Baths 0.0 149.4 0.0 40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total 3.0 845.3 0.0 0.0 Openable Area ROOM NAME Room Area Require Built 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 845.3 33.5 80.88 6-16-17 TER ZONE AIR DISTRIBUTION Floor Supply of Warm Air/Floor Return Floor Supply of Warm Air/Floor Return Floor Supply of Warm Air/Floor Return Air Flow 663.6 62.23 101.1 0 0 827 System Ventitlation Efficiency:= APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model* MMCP-2328-Ml265 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 61812017 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN,NOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 17,003 Btuh at 17 REQ'D BLOWER CFM: 828 cfm at altitude of 40 it SENSIBLE CLG LOAD: 16,553 Btuh at 96 Entering Air DRY Bulb: 75.8 Mech. Ventilation : 33 LATENT CLG LOAD: 3,127 Btuh at 96 Entering Air WET Bulb: 61.0 Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 47.9 % FILL IN THE DATA FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratingsl) l Air handler model #: Condenser model #: =BlowerData Select blower speed in COOLING mode: Blower CFM is from 734 to 993 for Total (External) Static Pressure of 0.5 to 0.7 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is from 17853 to 23804 Blower CFM is from 298 to 352 for Temp. rise of 55-65 Blower CFM is from 352 to 430 for Temp. rise of 45-55 PRO f0 Blower CFM is from 430 to 553 for Temp. rise of 35-45 ' Cooling Equipment S/T Ratio = 0.94 Leaving Temp = 50.1 TD = 24.9 6 -16 -17 At 96F outside, Total A/C output from 20073 btuh to 22632 btuh is GOOD. ;a N At 96F outside, Total A/C output from 22632 btuh to 23616 btuh is MARGINAL. Sensible Capacity is from 14989 btuh to 18116 btuh 'L O Latent Capacity is from 3064 btuh to 4690'btuh ��; p`O CARTER Mechanical Ventilation is 3.7 % of blower cfm. Dry bulb increases by: 0.7 ° Wet bulb increases by: 0.5 ° =Heat Pump with Supplemental Heating Coils btuh at _ F outside 0 btuh at 72 F outside btuh at F outside 17,003 btuh at 17 F outside 25000 —i�Draw Loa I Line and Perform ance Line z0000 i I I Il 15000 I a 10000 I I E l� 5000 ; 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which -is the Supplemental Heat dividedby3400 = KW.- APPLICATION ENGINEERING DUCT -AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model #: MMCP-2328-M1265 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) t-repared Dy LaSalle Air systems ti/tt/2u77 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed. Blower CFM 864 @ 0.6 E.S.P. TEL= 376.5961 FR= 0.077 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft, Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Bedroom #1 3 0 4 19 300.2 323.2 3,496 3,604 178 127 178 7.94 8.0 508.7 2 Bath #2 3 0 4 7 315.5 326.5 1,214 1,283 62 45 62 5.26 5.0 452.1 3 Living Room 3 0 4 12 298.1 314.1 1,761 2,033 89 71 89 5.96 6.0 455.4 4 Living Room 3 0 4 20 300.5 324.5 1,711 1,975 87 69 87 5.97 6.0 442.5 5 Bedroom #2 2 0 4 14 249.3 267.3 2,259 2,145 115 75 115 6.25 6.0 584.3 6 Bath #1 2 0 4 10 299.8 313.8 792 816 40 29 40 4.40 5.0 295.1 7 Kitchen 2 0 4 13 228.3 245.3 1,405 1,513 71 53 71 5.12 5.0 523.4 8 Dining 2 0 4 23 231.3 258.3 1,766 2,553 90 90 90 5.60 6.0 457.0 9 Dining 2 0 4 29 233.1 266.1 2,599 3,758 132 132 132 6.65 7.0 494.2 N/A Other Rooms - - 17,003 19,680 864 692 864 6-16-17 V) Cn rinuma-a Q TRUNK DUCT LISTING ANALYSIS TRUNK# 1 4 90 94.0 17,003 19,680 864 11.35 14.0 807.9 TRUNK# 2 4 94 98.0 17,003 19,680 864 11A0 14 18 17.3 493.5 TRUNK # 3 4 194.551 198.6 8,182 8,895 416 9.62 12.0 529.1 TRUNK # 4 - - 0 0 0 TRUNK# 5 - - 0 0 0 TRUNK# 6 - - 0 0 0 TRUNK# 7 - - 0 0 0 TRUNK# 8 - - 0 0 0 TRUNK # 9 - - 0 0 0 TRUNK# 10 - - 0 0 0 TRUNK# 11 - - 0 0 0 TRUNK# 12 - - 0 0 0 TRUNK # 13 - 0 0 0 TRUNK# 14 - - 0 0 0 TRUNK# 15 6 - 0 LONGEST RETURN DUCT 50 50 864 10.85 19 19 20.8 344.5 ^ JZ APPLICATION ENGINEERING o 6-16-17 FOR HEATING AND COOLING Z W JACOBSEN HOMES 901 4th St North ti o Safety Harbor, FL 34695 FR CgRTER P�5 Manufacturer's Model #: MMCP-2328-M1265 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 61WO17 fMethod 8 Output 2017) All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on ACTUAL orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A (2014) 30N Latitude COOLING LOAD: 19,680 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 17,003 Btuh based on outside temp of 17 ° F ( -9 C) with inside temp raised to 72 o F (22 C) Crawlspace is not heated by the primary air handler. Actual UA =197.1 Max UA (Table R402.1.2) = 238.2 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (22+Non-ins Rim -19 - 30) GREEN ORIENTATION Total Cond. Floor Area: 845.33 s.f. TRUE Outside Perimeter. 136.00 It Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Net Roof Area (less ducts): 766.9 s.f. Primary Wall Area: 1043.67 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 326.5 ft TOTAL Low-E window 119.63 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL S.G.D. 42.14 s.f. Exp Floor(U): 0.044 INFLOOR DUCT AREA: 0 S.F. @ 51 TD/ 29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.28 ATTIC DUCT AREA: 91.034 S.F. @ 95 TD/ 94.1 TD TOTAL Skylite 0.00 s.f. S.G.D. 0.480 / 0.39 EXT. DUCT AREA: 0 S.F. @ 95 TD/ 49 TD TOTAL Doorl Area: 18.56 s.f.. Glass Bic 0.630 / .0.51 PEOPLE: 3 3422.4 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass % of Floor. 19.14 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 1114 Btuh LATENT GAIN: 3127 Btuh Summer Infiltr (7.5 mph): 27.5 cfm Mech. Ventilation : 32.6 cfm (15.3 Us) Altitude: 40 It Winter Infiltration (15 mph): 51.9 cfm @ Semi -Tight ROOM BY ROOM VALUES: 511.5 FPM, max velocity in trunk #: 2 Heat Exiting Furnace: 89 deg A/C Exiting: 49 deg 0.13 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 30 5.0 KW Maximum A/C capacity HEATING COOLING CFM 2 ton unit 90 % Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (alt adj) Living Room h 3,472 4,008 163 162 4.640 156 5,268 3,329 7,654 Bath #2 h 1,214 1,283 57 50 1,425 48 1,618 1,022 2,353 Bedroom #1 h 3,496 3,604 164 173 4,950 166 5,620 3,551 8,088 Bedroom #2 h 2,259 2,145 106 93 2,678 90 3,040 1,921 4,417 Bath #1 h 792 816 37 51 1,476 50 1,676 1,059 2,437 Kitchen h 1,405 1.513 66 62 1,785 60 2,027 1,281 2,948 Dining c 4,365 6,310 222 237 6,792 228 7,712 4,873 11,181 TOTALS 17,003 19,680 814 828 23,747 798 26,960 17,035 39,078 D'VEPA ,T ENT OF C0 M MU tTY AFFAIF% 10, ngbdicaied .tom akxra _ ma'rida a be Nor place (a Deli ho fir* -*HApUG emsT, 00"iftox MEMORANDUM From-- Robert t+a n. P i u% t d 1� odular riiid��e C t r: 1 i►, #uiJdin :d��ci�3�� n� �€ tt� `Third Party,Agcncics Sufi c Raised S6l%:on Plans for (Modulliff):Buildinlus Buildinl �setrr_; rPpt� iS,: �llillt h�tttarirt�rcis: t:cil 00 i. snri!gimll MgVled And Wiled plum for rrmrtu kru=11 J udsdirte�,xw1 p obtn' bui-kiln g pCrrrrrt. Thd nacre ral ii7 L rl p tns.l a�= [ 1evi v'�° and the UId lir #kgcrii.y* and t'6und t� lie co-'mrl 4nt witI the F,BC, tlt�:l? EB 7s£G4ti MS 0 F Q HAM 6-16-17 `-) ,)CA W CA Q) M indgnita issued by this i pm-rtm*rnct attests .-'t'_L�j� ;dl�ia`2�3.'l•1°lifitl• P'�rt�° a cr, tt .ceder �rcr npotcornpl darthefactoryape cons idered site r l� end . b: t ti plan re a� tee=: end r�� ��t�aa in �cc�nc �. With i�i� � � d lr��t a��uirer u x it i'ilae 9 c C,pr Cal .fcillc � is t rya Gu CC site'-M;kid instalraticr r u en c -matr ,liWLS, fi�rt�ccl refs, i`�ur�dasl� � el���t i hook-ujs� plumbing dc-j peg il"icaliv �ns�.enthe y ��qc� t : re locaf d tftsa it Ei.wing ju sdi �tC at 1 f. tti;Ccli . The Mate of FttvrdAManul'acturtwd :l Pier ,r mtiCdirr l'i grsiri're uirt i p ` d Third pul"lly Agm to,'�httairi a v :fit of sig m scaled plans 1.iEi t have t:�c �i V4 M 3pp v r by aTiond.p'lirr r� i €�todu-Iur l'1 �,llc�rt` ;iri ise tiriti mp its conducted mt the Ana 3 ri[� ;a i l:i F da l"a n a� s p raft iphal ter 't odular Irrs rs sir aC . ri to t a tr file. . i +c�, pfisdic'I. ,may rnquir� co s �qr%tw:6pprovtd plans with the unit: 2pp icz lon or myIAr ly 6n fife pb bn 616 atuN� W11gridAhtiL&j q raor me didonal ink. meld t, 01 se cobtact. kabert Lo nz-O: at $5 1 OR 15&MaI . 4 6f 550-4 96-8466 �� t. � � �a�� 1'-.�T 61 1"r' s e b.sile �.��.N�•��Y�t€T�".EiF�E�t�taN` -��5l�Y i3��."'Ai=:fie B o 6-16-17. ti � N Bu's �JI CARTER 9' Py a ient awscni.swrewy. RtCk � St Tr st Sepier ber i , 20T6 Clfinton rMyrlce �scotsen f�io�ie�.. Rost; [}fie Bcssc 3b8'. ��fety �-fsrbarwFL �4695 Csrei€acEr�,it%atici,,16Iv1Ft=6xpiratron C34i 5te: Sep erriber d,Cl9 Caear ,L^lfntnii (vlrrig.. �,.�"iilGef'ETY oberC trenzo MariuF�tui-eti Bulitiu�ejs Progai ce:t�ti6otrc +<i!'er�el' ; C�EEr �:4s1d ASsec , rIrye , Section -k �� Plans Ve�tftetl = Fteld`�lertfied si # Final Inspection Provtstons ValiieValue , , Complies Comments%Assumpttons l 404-.1-------A75% of lamps in permanent ❑Complies [Fl6]1 fixtures or 75% of permanent❑Does Not ;fixtures have high efficacy lamps !Does not apply to low -voltage gf g❑Not Observable ;lighting. 2,UNot Applicable 4041 1 ;Fuel gas lighting systems have ❑Complies [023]3 )no continuous pilot light. ❑Does Not ,`,[]Not Observable R ,'.g ❑Not Applicable ; 401 3� An energy performance level ' ❑Complies [Fl7]Z� (EPL) display card must be ' ❑Does Not ]completed and certified by the �� s Not Observable ; ,builder before final approval of )the � { T❑ Not Applicable I building for occupancy. =Florida law (Section 553.9085, s Florida Statutes) requires the EPL` display card to be included as an , addendum to each sales contract �E a for both presold and nonpresold (residential buildings. A copy of ; ; the EPL card form can be found ` Q inAppendix C of the "FBC, . ,A Energy Conservation". 303 3 iManufacturer manuals for ` ,' . {❑Complies [FI18]3Emechanical and water heating oes Not (systems have been provided. fv v a E *❑Not Observable ,❑Not Applicable 403 2r4 Air handling units are not [F130] installed in attic. t❑Complies �)F❑Does Not ' ❑Not Observable ; ,,[]Not Applicable A Additional Comments/Assumptions: 111 High Impact (Tier 1) :Zy° Medium Impact (Tier 2) 3. Low Impact (Tier 3) Project Title: M-1265 Report date: 06/07/17 Data filename: C:\Users\bthomas\Desktop\M-1265 ResCheck.rck Page 8 of 8 402.1.1, Ceiling insulation R-value. ; R- R- ;LlComplies ;See the Envelope Assemblies 402.2.1, i ; ❑ Wood ; ❑ Wood ;❑Does Not F table for values. 402.2.2, ! ❑ Steel = ❑ Steel !❑ I 402.2.6 a I I Not Observable I [FI1]1 ! ,❑Not Applicable ; 3 9 i 7 f ! C 1 d ! 402 2 3 iVented attics with air permeable 'LlComplies ; ❑Does ! [15122]zinsulation include baffle adjacent Not Ito soffit and eave vents that E xextends Ewa ❑Not Observable ; A over insulation. : € 1❑Not Applicable 402.2.4 !Attic access hatch and door ; R- ; R- ;❑Complies ; [FI3]1 insulation >_R-value of the J ;❑Does Not !adjacent assembly. ; ❑Not Observable , ;❑Not Applicable I 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ;ACH 50 = ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2, and I I !❑Does Not p I <=3 ach in Climate Zones 3-8. _ ° 3 I p❑Not Observable ; ❑Not Applicable 403.2.2 !Duct tightness test result of <=4 ; cfm/100 ! cfm/100 ;❑Complies ; [FI4]1 1cfm/100 ft2 across the system or : ftz {ftz ;❑Does Not <=3 cfm/100 ft2 without air = _ , Observable 1, handier @ 25 Pa. For rough -in ;❑Not :[]Not Applicable !tests, verification may need to I I ; occur during Framing Inspection. I ! I ;Primary air containment ; !passageways are constructed g j land sealed per Section ! ,C403.2.7.3 of the Florida Building 1 i ! (Code, Energy Conservation. 403.2.2.1 'Air handler leakage designated x ❑Complies a [F]24]1 !by manufacturer at <=2% of ❑Does Not !design air flow. ❑Not Observable , ❑Not Applicable I ,403'1 1 Each separate heating/cooling h ❑Com lies [Fi%N asys em as a t ermostat _ ❑ Does Not BEd � 6 ,3LJNot Observable h01 ! j ,,❑Not Applicable ; 403�12 jProgrammablethermostats [❑Complies I jFk9 installed on forced air furnaces.❑Does Not fV y �dkl�€Ii' E i 4 "'( �.E h E EftIE I t i EE 3 Y'.s4� !'� p ��,�Ee ❑Not Observable z ( I '."❑Not Applicable I 4037 3 ;Heat pump thermostat installed ❑Complies i [FI70]? tp on heat pumps. � `a �� �dhE eI � ,`,l❑Does Not ! =AS. ....p ❑Not Observable I 4034 1 ;Circulating service hot water g LlComplies ; [FII7]� systems have automatic or❑Does Not manual controls. s , 'accessible ❑Not Observable 9 s:E Not Applicable , E , 4035 I All mechanical ventilation system �_� ❑Complies ( ,� (FI25]zfans not part of tested and listed !EEE NE ]❑Does Not ! a HVAC equipment meet efficacy := ❑Not „ sand air flow limits.,' •E€ ` Observable I ❑Not Applicable ; x.e.. -1 High Impact (Tier 1) —1 Medium Impact (Tier 2) — 3 Low Impact (Tier 3)-- Project Title: M-1265 Report date: 06/07/17 Data filename: CAUsers\bthomas\Desktop\M-1265 ResCheck.rck Page 7 of 8 Additional Comments/Assumptions: 11 High Impact (Tier 1) 2' Medium Impact (Tier 2) 3' Low Impact (Tier 3) Project Title: M-1265 Report date: 06/07/17 Data filename: C:\Users\bthomas\Desktop\M-1265 ResCheck:rck Page 6 of 8- 403:4�4 2 =;Water heating equipment meets Table 404.2 Table 404.2 ,OComplies [FR29]2y `=minimum efficiencies of Table o (required I (required UDoes Not y C404.2 in Chapter 4 of the ; Ef): Ef): ; ; 'Florida Building Code, Energy ; r❑Not Observable I Conservation, Commercial t €❑Not Applicable Provisions. Equipment used to ; provide heating functions as part ; ; Hof a combination system satisfies 1 i i 8 all stated requirements for the ; r appropriate water heating s ;) category. 403 4 4 2 )Solar systems for domestic hot❑Complies ; 1 water production satisfy energy ❑Does Not [FR30)2 factor requirements determined " � I []Not Observable 11 from the Florida Solar Energy F E, N _ , x� y❑Not A licable Center Directory of Certified EE = PP 1 �.� solar systems. a...:�'... ..,�!Nnr: . 403 5 2:Buildings designed tooperate at � ❑Complies ; jFR31]� �� positivindoor pressuror have E" ��❑Does Not I mechanical ventilation meet the €E� F �� following Observable criteria: 1) Maximum` `) 1€€ ;t Ni�❑Not I , OEM f ot Applicable ; Aair-change-hour equal minimums , from ASHRAE 62, Ventilation for ) ; Acceptable Indoor Air Quality, 2) I No ventilation or air-conditioning �Xf( a I ,� system make-up air provided F _ 5�,F,) s r ,from attics, crawls aces, r €`� � attached enclosed garages or ' I outdoor spaces adjacent to 3 W, swimming pools or spas, and 3) '!Air drawn from enclosed space(s) have walls insulated >= R-11 t ;and ceiling >= R-19, space 'perm ittin , or R-10 otherwise. Y 403 'Automatic or gravity dampers are _ j€��� �'� ❑Complies ; [FR19]Z �%1 installed on all outdoor air 1 '❑Does Not I i3 Intakes and exhausts.` €�E ( � r �h(E�;� . I ❑Not Observable , Additional Comments/Assumptions: 1 High Impact (Tier 1) ^a Medium Impact (Tier 2) — 3, Low Impact (Tier 3) -- Project Title: M-1265 Report date: 06/07/17 Data filename: C:\Users\bthomas\Desktop\M-1265 ResCheck.rck Page 5 of 8 of fenestration products !are determined in accordance Does Not !with the NFRC test procedure or [taken []Not Observable from the default table. IE]Not Applicable 402.4.1.1 Air barrier and thermal barrier [FR2311 kristalled per manufacturer's '11113oes Not JE]Not Applicable 402.4.3 'Fenestration that is not site built I, UC omplies [FR20]1 Hs listed and labeled as meeting Does Not 'EINot Observable or has infiltration rates per NFRC 1400 that do not exceed code 3ONot Applicable limits recessed lighting fixtures plies [FR16] �j�,��Alsealed at housing/interior finish E]Does Not and labeled to indicate :52.0 cfm -,,Ileakage at 75 Pa. 0Not Observable ONot Applicable 403.2.1 !Supply ducts in attics are OComplies 0Does Not hn unconditioned spaces or loutside the building )'E]Not Observable envelope are ducts or plenums. E]Does Not EINot Observable ONot Applicable piping conveying fluids 1 R- above 105 9F or chilled fluids PDoes Not tNot Observable ![]Not Applicable []Not Observable Not Applicable 40143ni.,j Storage water heaters not OComplies JFR26JZY%'J equipped with integral heat tra ps E]Does Not and aving vertical pipe risers have heat traps installed on both Ithe inlets and outlets. External Ai heat traps installed per code IT 461;4`4�1",J Service water heating systems plies are equipped with automatic FN�,, Does Not temperature controls. ONot Observable ONot Applicable 4'03".4­_'4`.,'I'2M,A separate switch permits the OComplies 61, 2, power supplied to electric service i" 0Does Not water303.1-3—IU-factors -^--- to separate valve permits the []Not Observab|e suppliedenergy &burn NntApp|icab|e r(s) of combust -ion types of � senocewaterheaung�stems beturned off. Medium Impact (Tier 2) Low Impact (Tier 3) _ Project Title: K4-12865 Data filename: CAUsens\bthonnas\Desktop\K4-l265ResCheck.nck Page 4 of 8 Report date: 06/07/17 Snow- and ice -melting system controls 1,UComplies I. installed. PDoes Not ;UNot Observable []Not Applicable Additional Comments/Assumptions: 11High-impact (Tier 1) Jt2tlMedium Impact (Tier-2) Project Title: M-1265 Data filename: C:\Users\bthomas\Desktop\M-1265 ResCheck.rck Low Impact Report date: 06/07/17 Page 3 of 8 REScheck Software Version 4.6.4 Inspection -Checklist Q-T--Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. $eCtlQn an Q� n v r"# Pre.Im nspecteonJPlan Reveew Compl�es�ComentsJAssumptions 103.1, ;Construction drawings and I❑Complies ; 103.2 Idocumentation demonstrate energy :,[]Does Not [PR1]i Icode compliance for the building I ;envelope. l❑Not Observable! ![]Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2: Medium Impact (Tier 2) 1 ;3 1 Low Impact (Tier 3) Project Title: M-1265 Report date: 06/07/17 Data filename: C:\Users\bthomas\Desktop\M-1265 ResCheck.rck Page 2-of 8 CREScheck Software Version 4.6.4 �J( Compliance Certificate Project M-1265 Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: Construction Site: 2014 Florida Building Code, Energy Conservation Jensen Beach, Florida Single-family New Construction 845 ft2 15% 2 (307 HDD) 6/15/2017 r'' .•�,,�G�b�C' F N SF 01' * No 63802 Owner/Agent: Designer/Contractor: • aliance: Envelope, passes UA,trade-off.• • a • • . •r� requirements apply.Complete•- • Compliance: 35.1% Better Than Code Maximum UA: 282 YourUA: 183 Maximum-5HGCT0.25—Your SHGC: 0.25 e "/6_Bett­er_o_r_Wo_r_se_Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 845 30.0 0.0 0.035 30 Wall 1: Wood Frame, 16" o.c. 1,224 19.0 0.0 0.060 63 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 119 0.300 36 SHGC: 0.25 Door 1: Glass 62 0.300 19 SHGC: 0.25 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 845 22.0 0.0 0.042 35 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 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /J/J��'N. Bill Thomas - Cad Technician 94 75-&CLQ. 06/07/2017 Name - Title Signature Date Michael G Tomko itally signed by: hael G Tomko JCN = Michael Tomko C = US :e: 2017.06.15 12:50-04'00' 6--16-17 =� W TER Project Title: M-1265 Report date: 06/07/17 Data filename: C:\Users\bthomas\Desktop\M-1265 ResCheck.rck Pagel of 8 illiq _��r■. y.r ,• I.r� rP �� .I I I I I1. I r I �1 . 1 I +_ - r r �.. ♦ A L 1 I, , r► ��• 11. ��I '� �• 1,�. ! , . - `I ,• I . I�` \. I,C. ' , .. r\I P\ \ h. �• I I, BULONGS/SIRUICIURES THAT ARE INSTALLED IN WIND-BORNE DEBRIS REGCNS SHALL HAVE PROVISIONS TO PROTECT THE EXTERIOR GLAZING IN WINDOWS AND DOORS REFER TO THE FLORIDA HXRDINC CODE ("TOIL FIGURE 1609. FOR REIROS REQUIRING THIS ACHITI AL PROTECTION. CONTACT THE LOCAL WELDING DEPARTNENNT/BUILDRIO OFFICIAL TO DETERMINE IF YOUR SPECIFIC AREA IS LOCATED IN A WIND-BORNE DEBRIS REGION. THE RECLINED PRO7ECTGN FOR ALL EXTERIOR GANG MAY BE PROVIDED BY THE FOLLOWING OWN6IORNE IWRIS REGIONS W/ 140 MPH IASO) MAX. WEND SPEEDS G'ER ISM.1.2 OF FIq. 7/1B- MIN. APA RATED SHEATHING FOR OPENING UP 70 B FEET MAX. THE SHEATHING SHALL BE PRECUT SO THEY MAY BE ATTACHED 10 THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZING THE PANEL SHALL BE PRE - DRILLED AS REQUIRED FOR ANCHORAGE METHOD. ATTACHMENT SHALL BE N ACCORD- ANCE WITH TABLE 1609.1.2 OF THE FBC (SEE BELOW). VATH PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT (MIEN) OF 45 FEET OR LESS (140 MPH MAXIMUM WIND SPEED - VO•d). TABLE 1609.1.2 ADD -BONE DEBSS PROTECTION ►ASIF7DAi SOELGE FM W= STRLL7LRAL PANELS w�r1 rar 0.X IlK r.la •ru .pan r<rru tAwla ar4n rr� rrNa CnRI to®mA r a Pamm r w r r a DWG. NDL4 I. THIS TABLE S BASED ON A MADMUM WIND SEED OF 140 MPH d MEAN ROOF HEGHT O. 45' OR LESS L FAS7ENEFIS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL. i • MHEIE SCREWS ARE ATTACHED 70 MASONRY/SNCCO. THEY SHALL BE ATTACHED USING VIERKKN ANGDS HAMM A IMF WTIOIAIVL CAPAD7E NOT 0WO W"M IWACT USISMW WNOOWS AM INSTAUM. E N 63802 •� i I DEBNS REGIONS WITH WINED SPEED IN EXCESS OF 140 MPH 1150 AWN MAX). W WD•I ORNE DEBRIS REGIONS WRH WIND SPEED IN EXCESS OF 150 MPH (MAXIMUM): b OWIND-BORNE ® PROTECTION OF EXTERIOR GLAZING IN VNND-BORNE DEBRIS REGIONS WITH WINE) SPEED PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE DEBRIS REGIONS WITH W4JD SPEED 2 N E� O' 140 MPH SHALL BE PROVIDED TO COMPLY VAIN THE FLKXtIDA BULDINO LODE. N EXCESS OF 150 MPH SHALL BE FRONDED TO COMPLY WITH THE BANDA BOLDING CODE CR CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/SUILDING OTCIAL OR A REGISTERED CHECC VAIN YOUR LOCAL BUILDING DEPARTMENT/11111I OFRtlAL OR A REGISTERED PRO FESSIOMAL ENONEER FOR THE REQUIRED PROTEC71ON PROCEDURES AND MATERIALS PROFESSIONAL ENGINEER FOR THE REWDtED PROTECTION PROCEDURES AND MATERIALS. ©©© ONLY M TIN A_WCF_NGE OF INF[NNATRXN FROM YC1LtR LOCAL RUILAVG OFFICIALS OR A RFC_ PROF. FNCTNFPR, I ICENSFn IN 7HF STATE OF FX THE FOI OWING PROGEDIIRF _ u•v RF c0I oMTh PROTECTION OF EXTERIOR GLAZINGIN YAND-BORNE DEBRIS REGIONS YA7H RIND SPEED OF 150 MPH. BUT W/ AN EDMSIUE GREATER TON C. SMALL ALSO BE PROWLED PER THE LPG . U THE PROTECTION FOR EXTERIOR GLAZING MAY BE PROVIDED BY APA RATED SHEATHING CHECK WITH YOUR LOCAL BUILDING OEPAR7MENT/BULDNG OFFICIAL OR A REGISTFI7ED INSTALLED OVER THE WINDOWS AND DOORS PER TABIC-1}2. SPECIFIED SHEATHING PROFESSIONAL ENGINEERFOR TE REQUIRED PROTECTION PROCEDURES AND MATERIALS SHALL BE PRECUT AND PREPARED WITH ALL REQUIRED FASTENERS. 70X a •EMDRAY An ALL DESIGNS FOR THESE AREAS ARE ON -SITE BY OTHERS PLYWOOD AM FASTENING TABLE TABLE-19-1 150 MPH IS SEC GISTS) MAX — OPOBIXE C MAX WNIIQ.N 4dSU USIA, OaIF'�N R.iID IIR I•pa yr OY.w� sr 41r Harr r.w�R,®(rywwmU rea o7. WIDr arc r91®o ar yr wAr Y1 WDM Rl®tr/M IYI HALO r•C-- o.R .T 7T �r frI R•10 Rl®[RIM fYN M91D r.•e ui r�nr crap—m NOES 1. THIS TABLE S BASED ON A MAXIMUM WED SPEEED OF 150 LIMN 3 LEAN ROOF HEIGHT OF 45' OR UES& 2. USE #10 SCREWS s/ WMEM 2 1/Y SEDEW PEFETRATON INTO BUILDING WALL MUM a FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTMLL PANEL. 4. WHERE SCREWS ARE ATTACHED TO MASODLY/SNLxO. THEY SHALL BE ATTACHED USING V ERATt01 AIDOO HAVING A WN 0121 CAPA= ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGION. WHENEVER POSSIBLE. REMOVE THE MOUNTING SCRETRS HOLDING THE WNDOW OR DOOR FRAME TO THE EXTERIOR WALL RACE THE REQUIRED PLYWOOD (SIZED PER TABLE 12-1) OVER THE WINDOW OR DOOR AND FASTER THE PLYWOOD (AND FRAMING WHEN REOT) INTO THE WALL FRAMING TROUGH TE HOLES WHERE YOU PREVIOUSLY REMOVED THE FASTENERS. IFYOU CANNOT INSTALL THE NEW SCEM THROUGH TE WINDOW OR DOOR FLANGE. THE WILL BE INSTALLED DIRECTLY THROUGH THE EXTERIOR SIDING MATERIAL INTO THE WALL YAfOMIN - 7W PAOTSTIW 5m x ar FRAMING. F THIS METHOD IS USED. ONCE THE WND-BORNE DEBRIS PROTECTION IS REMOVED. ME HOLES IN THE SIDING SHALL BE SEALED WITH A SUCONE BASED CAULK / T*'Tip. TO PREVENT WATER DAMAGE 70 THE WALL SHEATHNG BENEATH THE EXTERIOR SONG A/ .-L O. OL N ALL CASES. WEN THE WW-BONE DEBRIS PROTECTION IS REMOVED R SHOULD BE STORED AWAY FOR FUTURE USE. .r . R,r.. Im .l.,,v FMIDWD 1FACM Fa TOE 12-1 7/M' SH1R'MUL TNDUHNX OR ID OWAAP MEOW nmz r oI ALL EELS 150 MPH MAXIMUM EACH ELO 6 FAOI NTFAIEDIAIE HIOORGHAL 2 • 4 MACE 70 GE 8111 •/S 00 a 4 1/r SOIEWS. SPACING PER TABLE 12-1 150 MPH MAXIMUM sEaIE 7/16' SHEATHING TO 2 . W. •/ MHOIN 10d NALS tN NEE /10 IDCD SI EWS AT'. T 4' OG MANNM SPACERS (RSS INGIDES SHEATIMD SENT V LOCATED AT INTER 2 a 4) \ NAIACREW UNMH S 1 3/4' ALL SEARS N THE PLYWOOD SHALL O=Nt WEE FRAMI ALL SCREWS TO BE INTO 11111I BULL BE p0 WOOD sGErs IDL SEE TAME 12-1 AND NOW FOR tDIGIN AND REDURED SPADING 150 MPH MAXIMUM NOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd UNLESS OTHERWISE NOTED AREA RESERVED FOR LISTING AGENCY APPROVAL SXAMPSI o OOD 6-16-17 NO a ro.m m N �.®rn aNm 4 ~ A• KF .....e. Lou W 1DW YCZMM M2" W]:m1®o 1 t .1 Ii 10tlILT OlI/r NI •RIVm �1'F� P��O4 I.IR►AE114m �YOR Wry x aW aoFA rWul BwODI R.r �••r Tax as vTTor AmL11m >K WaM MWi. �rR011arIIOMNOt>OR cgRTER B' Iiwo� oawHM�AAn'i�i[ aL Oi W ao^•A^�`uE(m COMPLIES W/ 2014 FLORCA RES CODE NC.IIMNG ALL 2016 SUPPLEMENTS z 0 r�rI lh�yl ITN I DRAMIN: GNYRICE CHEOM: M.T. DATE: 6/5/2017 SCALE: SHEEN 16 Of 16 TAIEC: E pmm C DW& In I/PH MODEL: MOD 1265 THESE DETAILS AID PLANS ARE CGIELE M& AND PROPRIETARY MATDOAIS, THE CWIEN S OF THIS ORAWNO PACKAGE OCKTAN MIFmDOIAL AND/OR PRIWPCED FNFORIIATOK ANY tNANH012WD CIS$ mnm ctsmo PE, OR D6TIRInm O' THIS PAW= OR ANY OF THE CONTENT" OCI NTAIELI THO M ISSTOMY PROHM= BY JACWM HOMES AID MAY BE UHIAIFUL THEE MATERIALS AM PROVDED TO THE RECIPIENT FIR SPECNC PURPOSES ONLY AID SHALL NOT BE SCANNED. COPED. CA OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURFOSE WITHOUT EXPRESS WRITTEN MI HOWA710N FROM JACONCH MUM TIEID AEL S DUMB PACKAGE AITS CONENIS ARE THE EXCLUSIVE PROPERTY OF JAOOSSDI BOOS ALL RIGHTS RESERVED. COPYRIGHT 2N7 CaP64GR Cg' 2M7 . MACOBSOR HIDES. SAFETY HARBOR. FUIIDA ALL RCIM gym. ANYIIT �IIOSf t�N N M01 WI AEMRII ml\ wl MEN FPAM101 PLANS ARE DEISM SY 006R AACME 1 HOB NO R9 ISM ►NOV 6 9E , m N� . OW S7N1°0ID ne Amnoa `O�l O11EH APPROVED, LISTED TRUSSES MAY BE SIBSIMTED F MAIOAN/ ROOF ANCLE, SPEARED HEREK IS NOT EXCEEDED. APPROVAL AWENCTM NOTE 1RN M NNfNRLT MW/ON 119010 n OF n! Sumo RAMS SHALL ALL CALCS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX ALLOWABLE DESIGN ROOF ACUUL SPECIFIED. NOT BE HELD NEWOC®E OR UNKE FOR DE MICATKN DF9m AII/M1 RIVAL PDaveuuE ROOF SHEATHING FASTENED 70 TRUSS NTH MN OF THE OUPOWN CRRES SO°ICIURAL QOIWOIOIm AND SYSaY7 RELATN0 TER STD, 7/16'3, 3/4706 Cm STARES 0 3' O.S. EDCe; AND � 2ES ET R AL C FIELD OR PER COKSRe1CI1fN MANUAL STAG= �,�gP, iW%� �%oM E BEAM)) VOmATM PROWDED FOR IRW4i 502 OF ROOF SECTOR SEEATHNc SEAMS 32' HMILNLL ®o� q0' v)T� IpDI 244 SOFT. - IRiiA o11ANB YFM FaoVDED PONT a TEMPI aHaDFOs) WAv��. WM►� � BEAM (m) + 0 SQFT. - UPPER VENTS PROVIDED BY - D MA OF 50MA ROOF VENTS REBu (TOTAL FOR HOE1 Q01 WM'7�W E�LLFO39 W� SEaiED - 2,0 Sn FT. TOTAL ONCL DFS FRONT a RFAR otNAMDs AND ROOF VENTS FROM CALCULATION BOUNQ \ftDom LOADS FOR TRUSSES SPA®- 1:' 0.C:'�'� 30 PSF �i"".pR"���'p1 �61 }� XKT F.tYDS gIE'gi �V SIEIOE ROOF (IYP.) RREROASS smia 4 TOLL - � 1 0 � �,Y_V,S��g — � "� T ASIM 03011% -MASS k BOML- ,osPs USIEDRIb45�"�w��9y"p- DESM MAY VARY ll� iKAIf ' 9}" 1K0� CSA 1233- t 7/TO' APA RATED ROOF SEARED (TYPO PLYWOW 9FATHNC REITD WIN MEW. ROW • TYPICAL TRUSS ro oven ASIM D3101. CLASS P. ASTY GNO4 CLASS Po - - R-3INSULATION (SLO1N N ROOF CAVTM zo UK VEL SOBS GIs QC QywAV LAP/STUCCO/HARDL (TYP.) aB SPF 03 MR. BOTTOM PLATE RR arm PUIFm OLY (FRAME 1000 BITOK 1RST& ATS) Nam WMm F4m WWMD Lmr IL M OM W rm ,s WMMM N IDo s WMo - ' nm1,DMI FaaN pmD amw: m ma or R00, DI NOo Yu MCO TW9 M,00 INSULATED a LOCATION MAY VARY ,/Y OYPSUY CAL ULM INSU A,DM NT. WALLBOARD VD70AGON PROVIDED FOR LOWER SON OF RDOF SECTION, .4.43 SOFT . LOWER OTWN a EAT,: VENT PRWDED PONT a REAR OWNA as) ___________ + 0 Mn - Lam N. VENTS PROVIDED BY - 0 MOF :05MN ROW MINTS FEED (TOTAL FOR HOPE) O ______________ - 443 M Fr. TOTAL (IMMUDES OTWNO.$ EAVES, AND ROW VENTS Taw OEM M ----------------- 61 W-u- TNRRNr (TYFIDA I TRUSS NOT WON w TAB SECTION FOR CLARITY MINIMUM 0 is" UP. ) UNIT IN VARIES RATING UK CINN TTROLL HEAOEA/SL PER TUALFTDat 7 DM6IMXTON PAGI AKE �WI�uL�slL�as F� e (TrP•) PBOETEA MILE 10 WM EMSl SCW-. NHS NDn UNIT IIDTH S VARY. SEE APPROVED RDOR PLAN FOR 90M UNIT =%Sl T16 STRUCTURE KAS BEEN DL9OMED FOR CWTION OR N4TAUADON ON A SUE NET RDIMOR FODDAiON AND IS. NOT WOO 70 SE MOVED (INCE W BECRD ON INSTALLED (sDIN AS TYPICAL DOUR E WIDE W-O'. 24 -ar :e'-Or aR-W. 29'-0' a 3r-W HUM) ROW BISON SOUL FOOTAE _ :1:]3 SG FT. 242 M Fr. TOWL, RECLAIM VENT (TOTAL LPPER a LOW) 300 (./ VAPOR BARRIER) 300 TDDL OFFR VENT ACTUALLY PROOM - 244 S L FT. (NC XIS ONACS AND VENTS) 2A4 SUT. - WPER DWA VENT F DWFD 0 SOFT. - LAViR ROW VENTS PROVIDED 0 NOM. W NOON UPPa ROW VAT' REDO PTAL FOR NOTE) M Ml M1Y UPPER VENT RECNFD (SON W THE TOW.) - L41 SS. FC (TODIL READ TENT M L'AJ wFBEHCL BETWEEN F E40 a ACTUAL - 1.04 m FT. PASS TOTAL LOUR VERY ACTUALLY PROVRR - 443 M Fr. (INCLUDES 011AHNS AND EAVES) 443 SIFT. - Lam VEN OUANO a EAVE T PROVIDED D BUT. _ Lam ROW VENTS RaDED D MALL W :mLN LOSER ROW ISMS REDO (TOTAL FOR TOME) 1aaNE1 LOWER VENT REQUIRED (SOW OF ME TOTAL): - L41 SA FT (IOTA REOb VRf M DSO) DIFFERENCE BETWEEN READ a ACTUAL- . 3.02 SM FT. PAS k15 SCALE: WS Tr lits"In WALL (TYP.) SIM WRIDOY O4H10 -TOP B-, rrPIDAL SA' SHEATHNC IS REou SEE MA" UA`AL P M SPACE MIGAAI 2.4 ROW PERIMETER RAIL ADD-W NAVE - PER — C RMIRUC IOU MANUAL i '-- VENTED EST. SHEATHING SEE APPROVED STRUCTURAL, PACKAE FOR WALL. CONST. SPACI IDUML. 1?15 SCA IX: NITS sEARNAL SEE = INFORMATION: UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PAOCAGE, JOIST HANGERS ARE NOT USED IN THE OONSIRUCTION OF THE BURRING AT THE FACTORY, THEREFORE, A MINIMUM 1 1/2' BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM T 1/Y BEARNG.. ALL FOUNDATION DESIGNS ARE BY OTHERS �A NorFs: 1. ALL STEEL MUST COYLY WITH A51M A-48 (35 KS IDFMUY). 2. ALL LAG SCREWS MUST COMPLY WRN ASTM A-3D7 S FOR FOUNDATION SPEORCS. REM TO 7 E FOINDARKR PLAN Amu A DESIGNED AND ENGINEERED BY OTHERS 'OFF FRAME ISM' THE FACICIT 1RNNSPORT IN I CAONA 5 4. ALL FASTENERS INTO TREATED LUMBER 94ALL BE APPROVED � REMOVED FROM THE STRUCTURE DMAD THE BUIDYWS FbTALATTC, FOR INSTALLATION IM TREATED LUMSM 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED. 'OM FRAME UMr. THE /ACTOR TIWBONADON CARRIER IS YN D ILLPOLY VAPOR BARBER RECD OVER AREA BELOW THE UFT ATWO TO THE STRUOlIM AND IS BUILDING OR STRUCNFE (0lHSIIE, BT OTHERS), MS VAPOR BARER Ull� AS A STRUCTURAL COEDIT W IS REQLARED BY JACOBSEN HOMES REMARtDLESS O' COO: REQUIREMENTS FLOOR SYSTEM AFTER RE NSTALLAMON W THE BLLONC/SBLICBIfE AND/OR SPECFIOITORS OYTiNG THE VAPOR BARRIER HILL H3FEGT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN NOTES coRVa1A1ii/cE Ei/EY a7ommioLYsi �^ ••�'-•• •-"� ,•• •TOW. MA®1 W Atla9 r MASON MOn S .s¢ MDL NMmN W SAE ANA39 I DNA= All MIL N NN 000, M 7 EI RmN M 71116 N-n mAOa H awo HMOID r HIM Tee: m aN ADar WAmAW 02MAME RmN D om w 4c LOCI JX= O/Wo. m:LW10m WA Nam co e m Pam D®R Lm/mr/cNr!T NA mBol STUB DI SPIT P am101 RAY OX* 2/ "! P WHOM "MmN6 fall NAMNM I lW RATE ONSA . ,A P O:L SHFAllMR 7/Ir MA m TIM KADD vm Dommm - mm om MR DODO HmmA mE ' (USE) m W/ MASS) nrWWm Ale RDW Im ERd VEAL HARD w/MWANOAwm mFa MMMQ ` MIDM0 ON ENxe1 RIPS. OMMA TDDMID ,/r OTraN1 m a NOW WNUIMA W-m WNfM1R NOD NH@CIIIML (WHO NOW oulA m 7Ar MA RAIM iN® 1191fD (WLb)1AVWx IMMMODIL,OlMI HIIWUCIE ISM WANIa W %Q A- ma1®Iln AM° unto n,v of IWa O mim ALCM AN UNDO A/M Teo —N7m TD DILHOT RIDS IML SIDE --IM ID OHYROY CIMM NmO —u I v MIEN mOPa —x HFAT TIM KIM 10 DODO DAM Mm Ten mm To BMW CALM Ima°e m R m F v REnn1 a om I Nwm W tama A I ON AZl2Z3BL uVa D F IeaoE CASH W/ TWMNIS 0 F W WRIER HFATM M 0 W Acce3mm amm 0 W IFUN OMD uva 0 F W MrA4mo MAIM aasTS, : W w AM53M WATER cumm x I Y90E eAH M W/ Nn,O 0 _ F IwmeW 0 x wTIM NATIM e® WAFER WATER TIM a NWLLFN OEMWC FLOOR SWAN RUM TO AFPROVED ODILSIRUCTIIN PACKAWAXIALS FOR FASTRINO k1� SCAU: HIS ,AREA RESERVED FOR LISTING ,AGENCY APPROVAL STAMPS: PpPROVfp ne W" 6-16-17 NO c s A 116�t1IM MmY] RfLO ems : 4 aNaraLT DEMO Eaa AW,Wm � WeWocnAm rnN,o tK OMWANiaA :Not _ Sonu Ml AWr I°MaO�:wom AMtnPOL ION OgRTER OOMPLES W/ 2014 FLORIDA TES, CODF, INCLUDING ALL 201: SUPPLEMENTS E N gFO 63802 W 2 A31WL 700 C MA®aITAVS maul m 45a,4 O3741 x«.m4° DRAWN: CyyyCE CHECKED: M.T. DATE: 0/5/2017 3/18' - 1'-0- SHEEEr�TNN: -1A5 ® 1V WECA Expmm C DONS: 170 MPH MC DEL: MO) 12a: 7 i� S THESE DETAILS AND PLANS ARE CONFOOMNAL AND PROPRIETARY MATERIALS. THE CONDOS OF THIS DRAWNG PADMCE OORIM tDNPIDCINAL AND/m MAEGEN WOMUMON ANY UNAUTHORIZED USE. CCPTN4 DISCLOSURE. OR DSR®rtNW KF I IS PACKA F- a ANY W THE CONTENTS IXMATED THEW 18 STRICTLY PROMM BY AACOSS71 HOMES AND MAY BE UNLAWFUL IN= MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEOiiC RssOSEs ONLY AND SHALL NOT BE SCANNED. COPED. OR OMMIEg REPRODUCED AND/O OPTIME IRED TO OTHERS FOR ANY PURPOSE WITHOUT WRLSS WRITTEN MU11MMK710N ROM JACOBSEN HOES THIS DRAMO PACKAGE AND ALL ITS CONTENTS ARE THE E (CLUVW PROPERTY OF JACOBSEN HOES ALL MOTs IESRYM COPWDOrt 2017 COPYRIGHT C) 2M7 AAODBSR IMMD36 SAFETY HAMM FUSDA ALL MWIS HiSMM