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HomeMy WebLinkAboutBUILDING PLANS REVIEWEDAujust 9, 2018 Jac bsen Homes 6001 Packard Street Saf y Harbor, FL 34695 To ENGINEERING • INSPECTIONS CERTIFICATIONS * TESTING SCANNED By St. Ludg 00001 Manufacturer: Jacobsen Homes SIN Size & Occupancy: M1456 MCP-3078; SFD HWC Plan#: 2540-0449(M1456) It May Concern: , EUJ n °o a F-4 U wO J Thii,pproved is to certify that the plans for the referenced manufactured building have been revwed and approved as being in compliance with the 2017 Florida Codes as noted on the drawings, subject to the following limitations: 1. Approval covers factory :built structure only. (Note: Any altwv6ons t.& factory 6uiTL structure on. site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. , 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Reviewer CARTER & ASSOCIATES, INC. 4'+ I HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33750 (727) 564-8151 FAX: (727) 51IS 3 -3 ! 10727) «2.3.42 4"T Moduhr [bpix Inrpuedon SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. OWW"JIUMING CONN9dAAn®ge S: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTiONS ANSTALLATION SHALL BE COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. SEE PLUMBBINNG6& ELECTRICAL Di/y ETT�AILSFOR TEESTTIIN�G�& INSPECTION REWMENTS. Sffg p�a IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS. 1. ALL LOTS SHALL BE PROVIDED WITH .DRAINAGE. AND. SHALL BE GRADED -SO -AS TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE -FOUNDATION - MALLS (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL (SUCH AS ALL MUCK AND/OR OTHER UKE SOILS), OTHER DELETERIOUS MATERIAL(S), ALL LOOSE DEBRIS, ALL FOREGN OBJECTS, ETC... SHALL BE REMOVED FROM THE AREA OF THE FOOTINGS AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE NCH FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY PORTION OF THE STRUCTURE ALL STE WORK IS BY OTHERS, NOT JACOBSEN HOMES 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENIS, SHALL BE VENTILATED BY APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT EXCEED Ile 4' IN ANY DIMENSION. COMBINED OPENINGS I D EN NGS N THE FOUNDATION WALLS SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SQ. �QTFEFIE OF CRAWL SPACE (AREA PER FBC/FRC. MIN. MIL BENEATH R ACCESS. CRAWL SPACE POLY VAPOR BARRIER IS REEQ' BELOW THEBUILDING. VV.ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. & THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER DOES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE UNDER -FLOOR SPACE SHALL, AT A MINIMUM, BE AS HIGH AS THE OUTSIDE FINISHED GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. 4, UNLESS 07HERIMSE SPECIFIED IN THIS PACCAGQ EACH END OF EACH SHEARWALL SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL UVE, DEAD. AND/Oft ANY OTHERWISE INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO 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. 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). 6. THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE A TIGHT FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPUTS. BREAKS, AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL BE OF TREATED LUMBER OR OTHER APPROVED MATERIAL(S). 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96X GINOMO R S: COASTAL ARFAW[IBM TO NOTE 5 BELT,�W q . I. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPR). 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY AND ALL REVIEW. APPROVAL INSPECTION, REANSPECTION FEES AND/OR OTHER COSTS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM M CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. _&, THE-FLORIDA CERTIFIED CONTRACTOR IS RESPOiSIBLE & SOLELY ACCOUNTABLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL SUBS. 4. OCCUPANT LOAD = ONE PERSON FOR EACH 20a SQUARE FEET OF FLOOR AREA. 5. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. S. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARD COUNTIES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED AND CONSTRUCTED. JACOBSEN HOLIES AND ITS THIRD PARTY APPROVAL AGENCY, ALONG NTH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLAN SHALL NOT BE HELD LIABLE. IF A BUILDING IS INSTALLED INTO A S. ABLE, REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO INSTALLED THE BUILDING, SHALL BEAR SOLE LIABIUTY/RESPONSBUTY. 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE NOT SHOWN, BUT ARE REWD FOR THE COMPLETION OF ANY ITEM INCLUDED IN THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART OF THESE CONSTRUCTION DOCUMENTS. S. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECS) ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. Non: & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. Non: THE FLOOR AND/OUR ROOF DESIGN OF THIS PLAN IS -UG HT --FRAME TRUSS -TYPE CONSTRUCTION- AS REFERENCED IN FAC RULE 69A-3.012(6). POSTING OF NOTICE SIGN(S) AS REQUIRED BY FAC RULE 69A-3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY OF THE BUILDING OWNER. WA INN: INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT IN INSTALL A MODULAR STRUCTURE/BUILDING. IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL IMPROPER INSTALLATION COULD RESULT IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. DENSITY -PER ASTM D-1557. FOOTERS 12 BELOW VIRGIN SOL AND BELOW FROST --LINE..' 0. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES (305mm) & N ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST-UNE _ S. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL=COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS (INCLUDING STATE AND/OR _LOCAL). 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A S'•INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EDOIEOCR WADS AND/OR SIDING & GRADE FOR TERMITE INSPECTION (4 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 2. UNLESS 07HEiMSE NOTED, 18 INCHES MINMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL 3. A 1'-0' (12 INCHES) MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS ROOF/GUTTIA DOMN SPOUTS, SPmNNU7R SYSTEM ALL SPRAY HEAD% ANY OVERFLOW DRAINS, & WATER HEATER TAP DRAIN (ON -SITE). 4. TREATMENT SHAD. BE APPLIED TO ALL AREAS BENEATH THE BUILDINGATRUCTUFE (INCLUDING PORCHES AND OTHER LUE AREAS), AS WELL A% ALL EXTERIOR AREAS THAT ARE L.OMTM WITHIN A MINIMUM OF 1'-0' (12 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FOUNDATION SYSTEM MD/OR ANY PORTION OF THE BUILDING/STRUCTURE OR AS ALLOWED BY THE FBC/FRM S. TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED NTH A MIN. 6 MIL POLY VAPOR BANIIER. TREATMENT SHALL BE DOE AFTER ALL EXCAVA710K BACK RING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL BE RE1FEANO. 6, NO WOOD, VEGETATION. DEAD ROOTS CARDBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFTEEN FEET OF ANY l3 ftDING/STRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1. 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED. A SAM TERM17E SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REQ'D. WIND-BORNE DEBRIS PROTECTION IS M INSTALLED NOB SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS. El F1 1:1 El 1:10 1:1 JACOSS1111 {"® S O 1 EIVIFE] SAFETY P ARBOR COURT, •• -� SAFETY HARBOR, FI. 34695 � � E1000 7777s6-113a THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER. HAVE NOT BEEN INSPECTED. & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY BE REQ'D FOR A COMPLETE INSTALLATION. -ALL SKE INSTALLED ITEMS ARE SUBJECT TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND IXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. gIT�pEF �IINNSTrApL�L�ATION INFORMA71ONpp IS CONTAINED WITHIN THIS APPROVED PACKAGE. a7m ➢IN AA,Sct;Vla7: THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: I. ALL SITE www/4T1 AND LaF PREP. (INOIDNO DRANAGQ. 2. THE COL94EM FOUNDATION, TIE-0041.•AND. ANCHCRND SYSTEM 3. TERMITE T EATMEINT AND E ILLM VAPOR BARRIER MOW SIMUCTU IL 4. RAINS STAIRS, AM G MMAL ACCESS (pDLUDNG ALL ACCESSIBILITY REQIDMTS). & WILDING DRAMS BAN -OUTS, MD FR10O1F 7O THE PURENG SY"IFR(* 6. ANY PORTABLE FIRE DMIMISER(S) AID/Ot FIRE SUPPRESSION SYSTEM(S) REM 7. ELECTRICAL SERVILE (NOIDMO FEEDERS) & CROSS-OVERS ON MULTI -SECTION UNITS e. ALL uNmaED DRYWALL - COMPLETE PAHEL FAMENN4 TAPE. & 70aum 3/8' VIALS - PY O.C.MALL: 3/6' SCEW1C D.C.YAK: lRt7NSIiED DRYWALL ONLY. 9. STRUCTURAL & AESTHETIC INTEl COQc'"Ci1OR5 TETVF731 MODLLES/SECIICNS 14 EXr. SORT AND ROOFING (Nm. BO NG OF METAL mm OR ROOF cuvm=N 11. EXIEIOR WALL FLASH (EIOMWLLS) AND SOFFIT MATERIALS (EDWALLAOROI AREAS). IX WFDOW GIMDS, FALL PROTECTION, WIDOW PROIIECi1O, AND/OR SFON SRITRRS I& BOTTOM OF FLOOR NSAATION/BOTIOIY BOARD MATEMAI (TILL BE NOTED ON PLAN} 14. CROSS -OVER CONNECTIONS (HVAC), FRESH AIR MAN: NO BlDVFR DOOR TEST. 15. AR. COCITGOVPR0 AND TFARNO SMEM (MITER TO FLORIDA OEM CALC"TIOiS FOR KNIMUM EFFICIENCY REOUQEREMM INSTALLED ON -SHE, BY OTHERS. 16. HVAC DISCONNECT; LDON4 BPEAmm som E RECEPTACLE, EEO... 17. ROOF COVEMNG AT HNZ AREA, DRY-N, AND COMPLETION (EUOE/DORMERS ETC-). I& GABLE END FRAMNO NTH HNGD ROOF SYSTEMS 19. FRU LACE CHIMNEY STACK VENTUMC N SYSM FIRFPLARE CHN EY FRAMM 20. REED GRAB BINS AND ANY omm ACCEAyt FEATURES THAT ARE REOUTED. 21. OLY NIER NOT INSTALLED IN TIE FACTORY, NSIATION AND REQrD NR BARREN. 22. HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE INSTALLED ON -SITE, BY OTHERS 23. 'BUILDING ADDRESS' AS REQUIRED BY FBC R318.1 ARE INSTALLED ON -SIZE, BY OTHERS. 24. UNIT WILL REQUIRE COMPLIANCE WTH THE FLORIDA ENERGY CODE. ITDIS�STINSTALLED AND INSPECTED AT -THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. CAI/ AAON: MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS IT IS EXTREMELY IMPORTANT THAT ALL PERSONNEL ON THE JOB SITE', BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS. POLICES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 1. MEAN ROOF HEIGHT IMAM, 30 FEET MAXIMUM DESIGN WIND PRESSURES fOR COMPONENTS AND AND QAPDING fPsR, 2. FLOOR LIVE LOAD: 40 PSF ' 3. ROOF MVE LOAD: 20 PSF ELT. DESIGN QUID PIES NOEL DESIGN WIND PRES t 4. DESIGN WIND SPEED: 170 MPH - Valt (Ultimate) SREIIOIN DESIGN ALLDML DESIGN PLY = wau MC Loans V-d V ' S. WIND IMPORTANCE FACOOR: Ir - 1.0 SINGLE WINDOWS 2 AREA < sD ao.Fr. 20 AmEn < 20 saHT. ^} = J L31 RIek CDtegoNDC II ZONE 4 = MM PSF -03.G1 PEP m.00 PEE' -6G3B PSF EE4 6. WIND EKPOSURE CATEGORY, C - - -- _- 8 ZONE a e 11.1E PEP -116S5 PSF 51.90 PSF -68.17 PSF DI 4 Z 7. INTERNAL PRESSURE COEFFIOEWh GCpI - GAS (Endowd) b 8. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING LPSF): FW = WALL TAC LOADS ILL DESIGN INC PIES NOL DESCH WHO PRES MOMOR-SWING. DOOR 20 SO.FT. 5 AREA 20 MFE. 5 AREA PA. ItmF asc LOADS STRENGTH DESION ALLOW. STRESS DESIGN ZONE 4 = SZ75 PSF -00.08 PSF 4L65 PSF -54.04 PSF l� yl ZONE E = Ydt Yatl SIM PSF -70.18 PSF 3CR8 PSF' -051 PSF ROAR a = 127E PSF -,06,5 PSF 44/5 PSF -54.19 PSF .:073JO11 q3 11 ZONE 2 . 49.97 PSF -130.00 PSF 20.00 PSF -8282 PSF PW . WALL CAC LOADS O ZONE 3. 41% PSF -204.01 Pg 219E PSF -422.41 PSF SLIDING GLASS DOOR 20 SO.FT. 5 AREA 20 SO.FT. 5 AREA ROOF OVERHANG LOADS ZON¢ 4 = 62M PSF -90.14 PS' 49.7 PSF -54.00 PSF n peg ZONE 2 = -161.02 PSF -9L61 PSF ZONE a = 02.63 PSF -100.27 PSF 417 F5F' -64.04 PSF C ZONE 3 - -270M PSF -162.35 PSF PW .WALL CAC LOADS FW = WALL C&C LOADS WALLISPING FRENCH DOOR IDOUBLEI 60 MIT. 5 AREA 50 MET. 5 AREA, ZONE 4 = FIRM PSF -93AS PSF 51.99 PSF -6138 PSF ZONE 4 = 77.52 PSF -84AT PSF 4651 PSF -549 PSF ZONE e = SEE" PSF-115J15 PSF 51.99 PSF -6057 PSF ZONE 5 . 7752 PSF -97.77 PSF 4151 PSF -5166 PSF STATE, 51'A,TE OF FLORID,A BunDlNo: 2017 FRC 6M EDITION MEONNICAIa to 2017 FRC 6T1 EDI ON 2014 NEC N 8 PLUMBING, 2017 FRC 6EH DIMON ENERGY, 2017 FRC 6TH EDITION PtAN EPIC'S & OR:VSC; NG P,A,CM09 LIS'R91NG AGENCY PP -OVAL THIS DRAWING PACKAGE COMPLIES I 05SCIU PAG9(S;j WITH THFLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES COVER SHEET & NOTES 1 To THE FOLLOWING CRITERIA: FLOOR PLAN LAYOUT 2 FLOOR PLAN OPTIONS NOT USED COMPLIESw/ 2017 FLORIDA REs. CODE, ELECTRICAL CALC'S & NOTES 4 INCLUDING ALL 6TH EDITION ELECTRICAL LAYOUT 5 CONSTRUCTION TYPE V-B EXTERIOR ELEVATIONS 8 •1 OCCUPANCY SFD EXTERIOR ELEVATIONS 7 TOTAL NUMBER PLUMBING NOTES & DETAILS 8 OF STORIES: 1 POTABLE WATER SYSTEM DETAILS 9 170 MPH HVAC SYSTEM LAYOUT 10 WIND VELOCITY Vult (Ultimate) SHEARWALL & SET-UP DETAILS 11 FOE RATING of EXTERIOR WALLS 0' SHEARWALL CALCULATIONS 12 ALLOWABLE FOUNDATION LOAD DETAILS 13 FLOOR LOAD 40 PSF TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE TYPICAL CROSS-SECTION (OFF -FRAME) 15 ROOFLOAD 20 PSF SEISMIC LOAD O JACOBSEN MANUFACTURER HOMES NO A s: ENE HIGHVELOCIT A PLAN NO.: MCP-3078(M1456*) THESE PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL OR WITH STATE OF FLORIDA STATUTE 553.842 RAISED SEAL (OR LLEC:RONICALLY SEALED) SET OF BUILDING PLANS ARE ON FILE IN THIS THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENRY MOUNTED TO OR ABOUT THE ELECTRICAL. PANEL (COVER). 27d AC]WC MG., INC. 1627 S. MYRTLE AVE. CLEARWATER, FL 33756 V27) 584-8151 JACOBSEN CERTIFICATION LETTER -_DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALLS & HVAC CALC'S TRUSS DETAIL(S) ,AREA RESERVER FOR UST LNG AGENICY ,A)P)'ROVA STAMPS: REVIEW OF THE PLANS AND SPECIFICAROS CONTANm WITHIN THIS DRAMS PACKAGE 1DLCATES COMPLIANCE WM THE CODES FEFEIANCED HE EDL CONS7RUCBON QAJ.C'S FIGURER E'ER R301.2.1.1 - METHOD 2 0 8-9-18 Digitally �++ signed by: Michael ichaeI GTo.Ijp o wbu Kmuj f J )N�CN = Michael G f �Tk email = TomkQAnt' G@tramold.comC= US = = T. R. Arnold and Py� 5 R PSI CARTERS' l' AVs,sAciates Daaie: 2018.08.08 14:33:55 -OS'00' OOFTWs W/ 2M ROTA Ills MM NGRDIO ALL GR OMON THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY ( kG L78_ 3`sO,N yr. 2540w0449(M145%as BUiLRINIG IS Nor A. N uD BUILDING. HURRICANE MNES (HVH2). (LE., TIME COUNTY M BLDWARO COUNTY} Approved %, $0017 S. FRA14(,"g-3, THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR ? INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND THIS BUIlDOD IS SUBJECT TO REVIEW AHD APPROVAL OF THE FIRE INSPECTOR ON -SITS FOR dd'' COMPLIANCE WTIH w 633 FIRE SAFETY ODOR. ,r°' r�--..,,e Is NOT DESIGNED 70 BE MOVED ONCE so ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT IRIS MANUFACTURED BUILDING HAS BEIEN EXCLUDED FROM ..,�`ff.,\\, - f ,�, _ APPROXIMAU SQUARE FOOTAGE OF BUILRINIG: THE REGULATM aF TIE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUD). �r.`..•4%�-�,^,°. ,.{� . I-- 87b SQ.Fi. LMN1G ,AREA �N,NOU,JI�+f ESIAiI(9iTitL-#;3i7-._ k ;;�F."E9liTt3i.. n .ICO:TISti1 No. S?14P•-42 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE. COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. C) COPYRIGHT 2018 Mimi I I�fit 111111111 Y� 700 F. BFANDSNETAVE ELIMAU, IN 4 514 cd r REVISIONS 1 U I BY I DATE DRAWN: -14 D.YJL CHECKED: M.T. AATE: 7/28/2018 SCALF: 3/16' - 1'-0' SLHEEE: I Of is WEC: E)P- C DWS: 170 MPH MODEL: MOD 1456 WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS ' ",SEN HOMES AND ITS THIRD PARTY APPROVAL AGE NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN ORE UCTON AND/OR CONSEQUENTIAL PERFORMANCE OF ALONG Will ENGINEER OF THE BUILDING PLANS SHALL INENTS AND SYSTEMS RELATING THEREIN. COS 7i 2016 . JACOBSEN HOES, SAF DY HARBOR. FLORIDA, ALL MGM RE470FS 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PR:t__", )/OR WEATHER RESISTANT COVERS) - INCLUDING ALL EXT. RECEPTACLES k LIGHT FIXTURES -2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). 37'-0' If 5a 34• 4 t� 5C 4 t� P-S 3/R 41 i-10 { va I/t 31-C ROOF R-3O 2Ya t/r WALL = R-19 tY-41/t 2,� - 36'$ FLOOR = R-22 2Ys 314• ROM�3E Bi� F87;u�';;41 15a J/i I....r......o II I l.ie3/R 3C-5 ��...__.._ I N �.. 253 II e1WANG .• i II ► II IMPAET WINDOWS _ .-..,, BUILD ALL WALL-i Inli'll" HIGH N1701 93 JACOBSEN HOMES MOO 1450 i! T t/1 '� Zr 1/4- MMEP-307B-IVH4S6" 110IPLI - MO (OOmM)�„ ty HEN - a FEET Ip_r 311-0' 3Yd 1mrm r I 11'a I/f I 18-r Sd (POMI) ©T�i SOLID FUEL BURNING FIRELAER WHEN IN5TALLm, FIREPLALL SHALL COMPLY WITH UL-107 Ou 2xB MINIMUM FLOOR SYSTEM REQUIRED MINIMUM FLOOR SYSTEM REQUIRED Z "*' ALL 1-BEAM [EHASSIS] LOCATIONS SHALL HAVE PIERS Z W • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION IM *,PERIMETER AND MATING LINE PIERS ARE REQUIRED. "" ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS [NOT JACOBSEN). • " ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT IL BOTH THE SIDEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND STD. ENGINEERING PRACTICES. BOTH THE SIDEWALL AND THE MATING LINE AREAS, G AS WELL AS AT THE END OF EACH SHEAR SEGMENT. AS HELL AS AT THE ENO OF EACH SHEAR SEGMENT. LIGHT AND VENT MIM A71ONS NAME ( AR A ($RE�.) (:iaP�R) (S0.0D (PR ft PAW '. ._; 6e O[ uto.33w PASS DEN a 7.12 1R.76 3.PASS UNNG/t"NG ROOM 253 21.04 IHO22 1062 23.34 PASS ANY ATTACHMENTS TO THIS 5TRUCTUHE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER ANOMR INDUCE LOD AS ANWOR OTHER FORCES ONTO THIS BUILDING HMILIETURE. LEGEND - FLOOR FLAN SW®Ol8 GL®(F it OR TV RETURN AIR DROP (TfP.) ® 1Y DUCT RISER LOCATION (IMP.) AR HANDLER LOCATION (TVP.) SHEARNALL O SHFARNAL DESIGNATOR (SEE TABLE) E] COLUMN wrwim (SEE TABLE) ® 1W"T 11 7/e", IC OR 15 71W RIDGE HEM y SMOKE ALARMS ALL! CDDIG R OMa C•/SYOIE ALARM - COLUMN SUPPORTS DL WND SP@R 170 WI - V R `....'....) uAfsnN_IRIEgO':-11M'-- -- --- 1iNlR00F Nf1OIf.(ifJlk-:JORFf-.__ _ - _ Fi.esAa uttn6Rr. D - - - - NW. IYPD S W MILL TTPE DRM C m �q) SPAN DFEO IO LADT NW TIDE g 7R�15S 9+N1 0011) RIFT (p0I jpy) VIAL 11➢E. 3 3 2A4 N 6.333 2562 �6 0 0 0 N 0 0 3 3 2,{ N 5.333 0 0 0 N 0 0 0 0 N 0 0 0 0 '�{_ 0 1201 _ 0 3 3 2.4 N 5 0 0 0 N 0 ❑3 0 0 0 N 0 12N 0 0 N 0 01 1 4K4 N 3 0 0 N 0000N00 11fl-000 0 N 00 00 0 0 N 0 0 O N 0 (//�--20JJFARWALI _ A Ill �R- N ���� S��(',Af B = 16.72 PSF V l � o C 42.13 PSF = M'�°`°n.I° raea a _ W., o,IAA„a wr - AT a O, oO oT Au xAA- D = 10- PSF NAL W:aDOa DESIGN SHEAR VALUE: DESIGN SEAR VALUE: OPLF 290.09 PLIF o OVQRTURMNO FORGE 5 O OVERIURNNG FORCE 2N1 LBS ORBS .1 O DESIGN SHEAR VALUE �9078 Ll - 6 DESGN SHEAR VALUE: - 0 PSF OVERTURMNO FORCE: OVERIURGNG FORGE 3588 LELS 0 URS SHEAR VALUE: SEEM VALUE: ODISC" 3 o PLF o PLF OVERNRIONO FORGE (DOM21 OVERNRIGNO Fa1RC£ O IRS Les SEAR VALUE: _0 DESIGN SHE VALUE OOESL7N 4 PLF o Pl OYFRIN6IDNC FORCE O OYEtNRIDIC FDIC: 0 URS 0.1 THESE DETAILS ANDPLANS ARE CO FWMA. AID PROPRIETARY MATERIALS THE CONTENTS OF IDS DRAWING PAMME CONTAIN CONFIDENTIAL AHID/CAR PRIVBEGED I FORYAImN. ANY UNAUTXOR® USE, COPV HG. RLSt VIES OSX IE, OR GSTRU IUTION OF TN5 PAOMM OR ANY OF THE CONTENTS CONTADEO MELV, 6 SIBCTLY PRdYB1ED BY JACOBSFN HOMES AND MAY BE UNLAWFUL THEM MATERIALS ARE PROVIDED TO THE REWENT FOR SPECIFIC PURPOSES ONLY ARID SHALL HOT BE SCANNED. COPIED. OR OTHERWISE REPRODUCED AND/OR DISTRWYED TO OTHERS FOR ANY PURPOSE WITHOUT EERF.55 WRITTEN AUTHORIZATION FROM JACOBSN HOMES THIS DRAWING PACKAGE MD ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES- ALL RIGHTS RESRVM C011YRIGHT 2718 (CUSTOM WNCR1— THERMAL PANE - LOW E WIDOWS) WHWW AREA LIGHT VEM 572E L (Sm FE) (SOPRO(SG�j DOOR SCHEDULE AREA UGHr VFM (SQ. Fr.) (RO.� PROVIDED O N Q F n o t �2840] ick 9, s mm ® O ®a ®® Ed n .01 rl AD _d€ =n ;w� ®� m n�� IZa FLOOR PLAN NOTES: L SINE IIB6 I TOADAIIM BI011 MAY BE OPTIMIAL 616G11G0 0F9q m 011ER5 10 NL SGff HMO LIMA Ow Ao '3 SM ONB m nos SWN MAY BE OM-SM BY 0001a MAr Y/RV, ImT DaRm ITT DESE AFFRMED a fOMAT101 6 IOIOAIAN 0. ALLRAFS 7. :MT IDOM9R�Br0MBT N m wIr awNc R.om Mo IEDD AE OIF9E fN OREIS VOIDIA0W1 B OFSD[ ST ODEDS SEARS •PALS AIE ai-9i. Br DMI 011We (� a Wa PmmA G � B�6(i m.`Bl It. O�flim906 S EkWA 1 m I TA16 FTn L•L RWC scaIL MAY BE 1�L0atfol)bM CUT NY uiL SAM � ACTUAL R XI �• MrL Soa E AN NOT 11011= IL IF THIS MAr"ONR0TI:,IO'Dt RAN W 9OWN WIN A P0i0L RILE PORN WOOUT Arc IFAfR@TN Cs C 71E D MOf WORM A ILIO, ILMNN]U� 0000t41.Y, i TMB RNI 9@1N WIN A iQM 0E WT BC A® ANY IiAP{WAL C 71E RAM/pAHU2 Wr BE IOGTID (� wu STHI6Kwr1%O FRAME AT DEER DO b tAlAt•Y DAs4 NI OF OR OFFAMEBULWSW RE -APPROVAL STSW ^'IQ �4 KY 0' VICE Rl6 IOfE 71AT BE Ri MOST 0UNg5 - � ID,TR. Rm aB 6d./F OOIIa mR ONm-' v-0 sw mm o PPROV p fp DmRA O SFn 1m AAjM m I" MPH ,DMIJ _ 0 NUO YAOOR� .-1.rY (DIAL NUAP@ , 8-9—)8- 0D G nuDN MAGANNO wAl"cA Alm PS' NANDIlGDO, wG mAP fDR Y�-307BM46e•1 COYPUES W/ 2017 FLORIDA RES. CODE. INCLUDING ALL 6th EDITION COPYRIGHT � 2NB ■ _7NEW 63002 5 RIV;r��;� Z @ 700 E. EFARDSM AVE EUOULRT,IN 46514 W41264-0743 O S 8 e REVISIONS 0 BY I DATE IO ------- D.W.H. CHECi W: M.T. DAME: 7/26/201e SCALE: 3/16• 1--0- I ' Dmw,.s EryOWlre C DINS: 170 YPN MODEL: MOD 1456 JAOOlm HONES, SAFETY HARBOR. F1O RDA AL T0GI9 RI3ERVED. LoAo CU®N0 BUILDING DOE: 875 Sq. FL 1. 1. MIMMUM NUMBER OF IEEtAL LIMING / GENERAL USE CIRCUITS REQUIRED: 2 IGDMI (Sq. FL x 3 VA / 120 VOLTS / 15 AMPERES - MIN. NUM. OF GENERAL UGHIING / USE CIRCUITS REUID) 2 GENERAL LIMING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUDDING SQUARE FOOT: 2. GENERAL LIGHTING / GENERAL USE: 878 x 3 VA 2828 VA TOTAL VOLT-AMPERES: - 2828 VA 1 SMALL APPLIANCE AND EA(RDRY LOAD AT 1.500 VOLT-AMPM PER 20 AMPERE MOULT: SMALL APPLIANCE LOAD: 3 x 1,500.00 VA - 4500 VA 3. LAUNDRY LOAD. 1 x 1,500.00 VA 15DO VA TOTAL VOLT-AMPERES - G000 VA 4. NAMEPLATE -RATING OF -ALL FOED APPLIANCES (IN VOLT-AMPDRFSk -- - - - CLOTHES DRIER - GOOD VA RANGE - DOW VA COOK Ta- - 0 VA WALL OVER: - I. VA MICROWAVE OVER - 2400 VA DISHWASHER - 1380 VA GARBAGE DISPOSAL: - 1080 VA 4. WATER HEATER - 4750 VA ' OTHER - 0 VA OTHER '- 0 VA OTHER - 0 VA OTHER - 0 VA _. TOTAL VOLT-AMPERE - 25MO VA 5. NAMEPLATE RATING OF MOTOR AND LOW-POIER-FACTOR LOMS (N AMPM): RANGE HQGO(* 1 x 1.1 AMPERE - 1.1 AMPERES 5. - E*WST FAN(S): 0 It 0.7 AMPERES - 0 AMPERES CITING FAN(4 0 x 1 AMPERES - 0 AMPERES FURNACE BIDMER (GAS / CLL): 0 x 8 AMPERE - 0 AMPERES 6. TOTAL AMPERES: - L1 AMPERES MU.TOLY x 120.00 VOLTS TOTAL MILT -AMPERE - 132 VA 7• B. 0. TOTAL HEATING AND NR-0ORDI110NN0 LOAD: (USE THE LARGEST OF THE.FOl1AN88R SIC SELECTIONS - (A) THRU (F) - N VOLT-AMPERES): 9. A t00% OF THE NAMEPLATE RATINGS(S) OF THE AIR-CON!"ONNG AND / OR COOINCT (VOLT-AMPERES): 1 x 14400 x 10011 - 1440E VA LARGEST 0. ICOG OF THE NAMEPLATE RATINGS) OF THE HEATING WHEN A HEAT PUMP 1O. Is USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HFATING (VOLT-AMPERESk 1 x 12000 ■ 100% - 12000 VA C. 100X OF THE NAMEPLATE RATING(S) OF ELMI RICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EVEE= TO E OONTNIIOUS AT THE FULL NAMEPLATE 12. VALUE: SYMMS QUALIFYING UNDER MS SECTION SHALL NOT E CALCULATED UNDER ANY OTHER SECTION N 22OA9C) (VOIT-ALPEES) 0 x 0 x 100% - O VA D. tOCR OF THE NAMEPLATE RATING(S) 13. OF THE FEAT PUMP OOUPIESSOR AND 05X OF THE SUPPLEMENTAL ELECTRIC 14. HE A71HO SYSTEMS F THE HEAT PUMP HEAT PUP COMPRESSOR IS PREVENTED FROM 0 x 0 x 100% - 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL HFAT, IT DOM NOT HEM SRERE]ENEAL EFCOIC HEATNO SMIUM 15. TO E ADDED TO THE SUPPLEMENTARY 0 x 0 x 100% - 0 VA TESL HEAT FOR THE TOTAL CENTRAL SPAS HEATING LOAD MT -AMPERES): TOTAL IOW (mk - 0 VA E. 65X OF THE NAMEPLATE RATINGS) - 17. OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SE7AIRATELY CONTROLLED IIHts Guar-AMPEiF3k o z o x e5% - o VA 18. F. 40x OF THE NAMEPLATE RATINGS) 19. OF ELECTRIC SPACE HEATING IF FOUR OR MORE SEPARATf•1Y CONTROLLED UNITS (VOLT-ALPEItEtik 0 x 0 ■ 40% - 0 VA 20. USE MS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AR-COHDITO I NG LOAD. - 144M VA 7. TOTAL CALCULATED LOAD (LAMS AS CALCULATED -IN 2 THEN 5 ABOVE): . TOTAL GENERAL LNNTING / USE GROATS (2N - 2E28 VA TOTAL SMALL APPLIANCE AND LAMM LOAD (3): - GOOD VA 21. TOTAL NAMEPLATE RATING d: ALL FOOD APPLMNCES(4k - 25010 VA TOTAL NAMEPLATE RATING OF YOIOR IN L-P-F LOADS (5k - 132 VA 22. TOTAL VOLT-AMPERES (CODED TOTALS 2-5 ABOVq - 33M VA 8. TOTAL COMBINED LOAD (FROM 7 ABGYE): - WTIO VA FIRST IGNA AT 100E - 10000 VA SUBTRACT THE FIRST 10NA FROM TOTAL C06DED LOAD - 23M VA 23. 0. FIRST iCLNA AT 1= - 10000 VA (FROM 8 ABOVE) 23M VA - REMAINDER AT 40LH - 9508 VA SIBIDTAL OF LOTH LOAD COUBMATIQL4 - 18505 VA 10. TOTAL MISIE) IAIID (RRORH 9 ABOVEk - 18808 VA TOTAL HEATING AND AD LOADS (5) - LARGEST OF (A) 1HRU (Fk - 14400 VA SUBTOTAL- - 33808 VA SUBTOTAL DIVIDED BY - VOLTS / 240.00 VOLTS MINIMUM CALCULATED AMPERES REDIARED: - 141.28 AMPERES 1 EL DMMO SERVICE PAIL A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH G CIRCUITS AND / OR EQUIPMENT Se GEIOFCTRAIV BE APnN (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). AALL CCORDANCEDWITH ALL THE APPROPRIATE ARTICLES OF THE NALL ID B. LUMINAIRE NOT PERMITTED- ADOPES CODE (�ECI PTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION (1)) LUMINAIRESNCANDESSCENT(FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES OF THE BUILDING / STRUCTURE. SHALL BE PROVIDED READILY (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. BE * • WHEN WATER HEATERS ARE INSTALLED, THEY WITH C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO • ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. INSTALLED AS FOLLOWS: • THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE. PERMITTED TO (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE I BE USED _AS THE MEANS ONLY WHERE THE SWITCH ORCIRCUIT- PROVIDED THERE IS A MINIMUMCLEARANCE of 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE N .DISCONNECTING BREAKER IS WITHIN SIGHT OF THE WNTER HEATER(S)-OR-IS CAP_ABLE OF BEING POINT OF A STORAGE -'SPACE. - LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE C AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NE �, ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE. HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING /;STRUCTURE. (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION POINT OF A STORAGE SPACE. THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE POINT OF A STORAGE SPACE. CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN -CABLE -,OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), UGHTHNG TRACK, PENDANTS, OR CEILING -SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY BY OTHERS. CALCULATIONS CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD C AL AND 8 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 (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE USTED FOR DAMP AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED OTHERS LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. ACCORDANCE WITH THAT LISTING. 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, 29• REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE(NEC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). ALL 120-VOLT. SINGLE PHASE. 1S- MID 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS IUTCEN. LAUNDRY LIVING ROOMS, DER% FAMILY ROOMS, ClJOSEM HALLS OOANO ROOMS, 6 SIMILAR AREAS SMALL E PROTECTED BY AN ARC -FAULT OROIT WTERRUPTER OOMBNAMON TYPE INSTALLED TO -PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ` ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM 4 OF 15 WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE .ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A -HUSH- BUTTON. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON- - 150 AMP THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL MAN PANEL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC). nE IMP fit® NO NOUm 014E 07A wmm ME GRM eoplom mAll.EF 1-MnMSETMS M�mL THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. �%�� aT rAIAOIzmaDMDNLx°na.nassrxDtHLsr+vm ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH SINGLE PHASE ��°'� mIMFPAaMFMeEMDIYxAam t4t1® Ar® GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED LO HEIR V � �S .z�.A®. MrM.rwLm tm wnm IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL �t7 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: (AID) COPPER WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 1 OR 2 ADWRONAL V CODUr DROPS GROUND (NINNUIQ INSTALLED G� PE2 NAnGRAI Fcmr I coDE GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. MAY BE ORDERED AND INyTAum GROUND WARE IS ON -STIR. BY OTHERS REFER TO NOTES 1. 15, a 15 ON SECT. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWEWNG THAT IS AT GRADE FOR FUTURE USF_ LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE, LEVEL AND NOT MORE THAN . IAMEM Mm METAL MGM �y 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. NON-METALUC CONDUIT FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, 150 ,AW- AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING a9CMM 1S0t OXAG IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. BE �) F�L MAN �� M wY E NOFAM HALT LEE F IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS E lVEA= nE �� T,E ®mMINMuo > oQaD° er t�M° Mom" WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET �ON BEvEUM0417N0a9V1alrT09UF= T SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE m BELOUL wxMM HAMI o�A BASIN COUNTERTOP. UGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED TAMPER RESISTANT RECEPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 150 ,A,WM NUC MC SOMIIC E PANU CALCULATIONS PER NATIONAL RTECTRI.AL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT a AREAL RESERVED FOR LISTING AGENCY, APPROVAL STAMPS: w ow ° PRO 0 TM IMII 0 8-9-18 �,,,�m,,, NO A to .-m. m n, s I� F �M m w R Y0P�710114m9 ��'LF y0u 1 t �T�Ax w CARTER tF Py .�,"•�.o.r,.,m o.1O°a-�irv°To,Txi'6a MLW COMM W/ 2017 FLORIDA FtM CODE, INCLUDING ALL ItA EDITION 63802, 16 i � e ® G Z � W� Sao x. eOlAosurAve MXRAn, IN -14 157412"4745 REV(SMONS 0 BY DATE 'PRAWNS o.WML, CHECKED: M.T. DATE: 7/26/2015 SCALE: 311W SHEET: 4 OF 15 WEC: E>q,o C PINS: WOMPH MODEL: MOD 145I THESE WEALS AND PLANS ARE OOHLF7/OAL AND FIMPRETARY MATEMUL THE CONTENTS FROYM TO THE RROPiMT FOR SPECIFIC WiPOSES ONLY AND SHALL NOT E SCREED, 4 PAOCIE CONMN COMFONSAL AND/OR PHVLEG D WMIGIATIGl ANY MWIT IE "UNM D6fLMU-E, OR 060ie111M OF R6 PMCASIL pR ANAL OF ME CCIMM CQRAHM DENT, D SOSCRY iR01E® BY MOM HIOMS NO wY E UTAWI. TIM MAT85US AM ROUSE REPRCCUDW A D/tlR IXMMWM TO OTHERS FOR ANY PROPOSE rTHO T l ;SMITTEN ALITNOGARGN FROM JAC0a4N HO M THE DRAWN PAOLAE AND ALL ITS CGRENTS ARE THE O 'SI- PROPERTY OF JACOBSR HOES ALL HORS REMW- -7OIOR ow c 2015 . axamm mom SCRUM NNZ0016 R+OmA ALL ROTE I LFSItvEa ELECMCAL SYMBOLS LEGEND IbIIIM® THVT aL ITlq.T 1 VOLT ffi ML 210 ffi 1LLi calm® TNTAL ]-TUT DaorrAL PN6 ➢BCIOSTAT 0 1 ANCmN -&- AT EDGE v Rmt BGID & m tpm I[ v nm mBE1TDl �90EAUNE (ONeN lOIO� u®� ttle0a AVER wto tt m rm NLLaFGO ACMLI OR IEUFNC E REP. M IDEfSfN REP. v ALL LIEMIOE IfEPS AIE RmIN MD. ff OREL RDDGDA a AOIOIW I67A11m �R a-Mslmvi. 2 3 4 _ Rlatsm+r um' Eck SILAGE 1ONT a2u° FAR rM Pf® m mt ERFP. marx tan REP. I6CIlI m" TILT ° 7 rrr®n uNLts 7 LLERm rrAlasmn UM ummo $ M * R SMInIAtO P09IlOtD GABST WNL MOUNTED nm S11WL NAY E I®1.8,001HESn nxmw mm w to"��19rw m rm - w UGn v I / ILO 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERS) — INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WRe (WEATHER RESISTANT). F SIMCAL CRICUtr SCHWULE _2_ OL tAIAu. APPDNIa - ARC fNLT/v0 K/v0 - m 12-3 U M== - OWN NOT um NA NA D BYO - oRaaT Na IISm 91ML NT+D.Wa - NRC INLT/OF0 Ai/TEO - 20 12-2 12 ItESIIUTD - a clxT NOT IHm NA NA D RLL41111m - QOIT Na IISFD OPT. MCF10WALE - ARC FMLT/a0 ARAM - 20 12-2 It ELT. REmm (WO) a0 - 2D 12-2 D HVAC GEATNG/AQ - BY OHM SMALL AFPUNIa - MO FAIlT K - 20 12-2 N BATH RLaPT9 (am GM- 20 I2-2 N SILO@ NAF56 p TEROW ECIm/AT) GINNAL POrOY -ARC eAllr K - 13 14-2 15 1 "TER MAIM 2P-m 12-2 D IE41R1m - INQTr IMr Usm GENDUU. PlI9L4 - ARO FAULT K - 13 w2 H BSOOo RMOC 9-CGqW-2 A RE9OhID - OROR Not USED CB PLOW= - ARC rALLT K - 13 1F2 17 OAT. 09tfA - ARD FA LT/1E0 AEAp 13m I®IYm - OROIT NOT U�RESCUED - OF= Nm O9:D NA HA ro OL GARAGE Q4�0SAL - ARC rA LT KATF*- 13D IFMM - CROIT NOT USED RDRDaRATOR - ARC FAULT K-M 142 O IMIQiY OIA9nO - Am rA LT/d0 AF/T/0 - 202E FE93M - OKVT NOT US'D GDEIIAL FU IVSE - APC FAULT M - I° 14-2 m UJrIItY (COTE BnOQ 3° y IESIIIVm - ORa1f NOf 11901 SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. ONE TV, PHONE AND FAN PREP ARE REQUIRED. 1�1 LOOK! WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELUNG-UNIT,THE SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCA71ON(S): ALARM OEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM W1CL' ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 1, IN EACH SLEEPING ROOM. 4, ALL SMOKE ALARMS SHALL BE US1ED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE FT1C AND -THE 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. LOOKI HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. a ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WSTHOUT INTERVENING DOOR IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW TIE UPPER LEVEL FOR OVER CURRENT PROTECTION. SWIM THE HWC B 91� 01-SM BY A QUALIFIED, STATE QHIrED, WGRKTOI - INSPECTED 9Y U)CJL A59MKWL WM PA6 1® Irm1A17E REM AND BDDOTAID ALL ODDS ON T6 BEET NB BEET J a 16 ffiAtl fll 1MYY BRNZ PALL WIN am mi GIPAOIH 141.711 MfTf1E9 VIOL RV9[ Ip n 91810E PMEL MAN BrABR = III WTmi1 N ItZR INN �6ei-- .�.ou; L m u wTHE sERH¢ PANEL. HNC NeMmI MAY 6_=- - �+.� o to Naravn ntot auT Stow I� r REED to Item L In •+R P DE BENO]i WE 0 NOEA4D. 1tC 10E Q is iRi rT o AND rNiRMNx 01 BA stAu a m 1K MT IS I EF AT w s OI M QAm1T NEC V 19 N 1!E 1I6 iM9 IS OF81E, BY IIEUO AIO TE w. 150AMP RGGRU m.Dt- tomllGnDXQ �G. �5 LOIALAUnTo � 51SMMAF.ALBr ELECIRICAI. RISER DIAGRAM +� r TOTAL NUMBER OF CIRCUITS USED TOTAL NUMBER OF STD. BREAKER SLOTS USED (NOT INCLUDING DUAL OR PIGGY BACK BREAKERS) REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & UGHT FIXTURES. LOOK 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'WR' (WEATHER RESISTANT). Load REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 1. FOR A ONE-FAMLY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GUM LEVEL., AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN B 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BAG( OF THE DWEUJNG. IF THIS UNIT IS TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REOUIRED EXTERIOR OUTLETS (AT GRADE LEVEL) SHALL BE INSTALLED ON -SITE, BY 07HOM mviIlkAuwcmcw_N 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 6. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED TAMPER RESISTANT RECEIPT 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. FLOOR LEVEL WILL BE BO INCHES MINIMUM. CEILING FANS .HAVE BEEN INCLUDED IN THE ELEC. CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL RE EQUIPPED WITH LOAD CADS IN EVERY ROOM, THEREFORE THEY CAN BE INSTALLED WITHOUT ANY PLAN REAPPROVAL 2. umiumas -NIL 12o-Sa.T, sNOE n1ASE, to- AND 2D- Awm mmm aRa119 SIPPLYNO aiTLrm N ALL ffaRaots GFCI PR07ECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED 14. SWITCHES, RECEPTACLES AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON 1mamL UOMIIL uwo Rmm 1ms. FAALY Rmm mosm Rum Diana RDOti • smLAR ARFAs SNARL m PROIF41m BY IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL THESE APPROVED PLANS / DETAILS DUE TO OONSTRUCTON RESTRAINTS ALL LOCATIONS SHALL aN_CE UT mS aLatLTRT. A. AL RECEPTACLE-OURETSANSTALLED-ON THE-EXIERIOR_OF-THE-BULLDING-SHALL_BE_ECUIP-PED COMPLY WSTH-APPUCABLE-SECTIONS-OF-THE-NATIONAL-ELECTRICAL-CODE-NIECE. 3. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE AC71VAMON OF ANY ONE ALARM WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED 15. FOR 'ON -FRAME' MODULAR PLANS THE MAN ELECTRICAL PANEL SHALL ALSO BE BONDED TO THE WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING 'JUMPER' SHALL ALSO BE SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE 9. GFC PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE INSTALLED BETWEEN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A HUSH- BUTTON. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS REQUIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED (LICENSED) ELECTRICAL 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET CONTRACTOR (ON -SUE. BY OTHERS) AND ARE SUBJECT TO INSPECTION BY THE LOCAL JEURISDICTLON. ACOORDARCE W17H THEIR LISTINGS. SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE THE MAN E P ELECTRICAL SERVICANL�I$_WLRm LtTn LING AN LaxA7F11 NF11mA�/(;F(DUNp_( 5. IRON OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE OR AN ATTACHED BASIN COUNTERTOP. SYSTEM) FROM THE FACTORY. IT IS THE REEPONSIBLTY OF THE LICENSED ELECTRICAL CONTRACTOR GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. WITHIN 10 FEET OF ANY ROOM USED FOR SEEPING PURPOSES (BY OTHERS). 12. FAN / UGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATION ON -SITE. HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REQUIRED RECEPTACLE SHALL BE INSTALLED ON -SITE, BY OTHERS (BY A CERTIFIED ELECTRICAL CONTRACTOR). 2. 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. 3. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULA71ONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 4. THE HVAC UNIT & REQ'D. ELEC. IS SUPPLIED & INSTALLED ON -SITE BY OTHERS. THE SIM. AND INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM, AS WELL AS ANY REQUIRED EMERGENCY/QUICK DISCONNECT, SHALL BE COA U70 BY A QUALIFIED, FLORIDA UCENSED, ELECTRICAL CONTRACTOR AND IS SUBJECT 70 INSPECTION AND APPROVAL BY TIE LOCAL JLRRSDICTION HAVING AUTHORITY. TICS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAIKER SIZING AND INSTALLATION OF THE ENTIRE BUILDING BEFORE ANY POWER IS SUPPLIED TO THE MAN ELECTRICAL PANEL OR ANY PORTION OF THE BUILDING. PpPROVe,4D aCt6nuD10NItP0 ocarAWT, wB Wn RGBtRIOAR I artumoa ILO MPH 00ouaWAILG I rmmvlWan, ONDW05u0 At_ 4 �NULtfW t 8-9-1 8 y o w mAWw NO N. W AFAR lDGL1Iea0 30 FRT JA®r 110[3 LIZ?� WADI Aa P3 gltOOaiiL At10WASI Iw+tIG, C., t0@ WqG to P4 1N0'-3mB(Y143T1 I OOMPUES W/ 2017 FLORIDA RES. CODE, I INCLUDING ALL GUI EDITION t� ® z 3 700 L DFAEDSLEYAVE ELKHART, IN 46514 137412644,43 REVISIONS or IDATE A A CHECI03D, M.T. DAWN 7/26/2018 SCALE: 3/16' - 1'-0' SHEET: WEC: E1DGeure C DwS: 170 MPH MODEL: MOD 145E < I( ! A 15� I THM DETAILS AND PUNS ARE CONFM NTIAL AND PROPRIETARY MAIEIIALS. THE CONTENTS OF MS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE. COPMO. DISB.OAIRL OR DISTRIBUTION OF THIS PACKAGE, OR ANY OF THE OONIENTS CONTADIM THEABN, IS STRICTLY PROIEBIIED BY JACOBSLR HOMES ARID MAY BE UNLAWTUL. TOME MATEIIAL5 NE COPYRIGHTSm8 . JACQLSN HOMES, SAFETY HARBOR. FLORIDA. A11 RIGHTS RESERVED. TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SOIL NOT BE SCANNED. COPIED. OR OTERLWSE REPRODUCED PURPOSE AND/OR DISTRIBUTED TO OTHERS FOR ANY PPOSE WITHOUT OPfESS NOTION AUTHORIZATION FROM JACOBSN HOMES. THIS DRAWING PACKAGE ARE TH GE AND ALL ITS CONTS E EXCWSVE PROPERTY Or JACOBSN HOMES ALL RIGHTS RESERVED. OOPYRIGHT 2NB OHR AFPRDVM LBRO JWMM MAY BE 9BS9f = F MAIOMI ROOF MME IS NOT DUfF= ALL MOB CCRAIMM VINO OFS PAC AW ARE BASH ON RE MAX ALOWME DOM ROW A?" SIEDFU ABOB: FOUNDATION VENTLATION PER DWEEREO DESIGN JAC013SON "OS 600 IPACKARO COURT, SAFETY KAMOR, FL 34695 737-736-1138 AND IS SUW TO LOCAL COOES IUD NSPECTIOla SIEII WALL FOUNDATON SHOM - OTHER FONATON TYPES MAY BE UTM. WON NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL EIF.VATION5 OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, 5113ING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. " , r ELEVATION NOTES . " ' • ; CROSS—SECTION FOR G ® ROOF ROOF Vfl(TUOKN 36' TiP. TYPICAL FOUNDATHN le X e" TYPICAL VFW MOTION N UES12I/011SiRUCIION WS11F. BY OTHERS FOUNDATON VENTILATION AND IS SIXIM TO LOCAL COOES AND NSPECiIQS PER ENS OEWI SIQI WALL FOLIATION SHOWN - OTHER MRATON TYPES MY BE URU M MWATION NOTIES: 1. FOUNDATION IS IWAILED ON -SITE EIY OTHERS AND IS SU&ECT TO ALL STATE AND LOCAL CODES \ & ROOF VENTILATION MAY BE ACOOIJPUSHED THROUGH THE USE OF EITHER ViNTATED EAVES OR ROOF 13. SORE noi5 SHOWN MAY BE OPTIONAL 14. SOME I7EMS SHOWN MAY ROM SITE INSTALLATION. AND NSPECIM VENTS. EITHER OF THESE METHODS MAY BE USED 15. SGE ITEMS SHOW MAY BE ON -SITE, BY OTHERS. $ SOME ITEI1S SHOWN MAY BE ON -SITE. BY OTHERS. STE ITEMS MAY VARY, NOT COVERED BY THESE SEPARATELY OR N CCHBINATWN. 0. ROOF OVERHAND (SAVE) SIM MAY VARY. TYPICAL 16. THESE ELEVATIONS ARE TY%GL MGDIECIURN. DESIGNS AND MAY VARY FROM 71E ACTUAL ElEVADON APPROVED PLANTS. FRONT AND REAR EAVES ARE 13 1//�2'' AND SIDE EAVES OF THE FINAL STRUCTURE ITEMS SUCH AS SIDING TYPE, 3. WHEN 06TA M THE GARAGE FLOOR AND RECTO VARY FROM 10' M B' HOWL 92M SHINGLE TYPE, 9NTIERS DECORATIVE REVS ETC- MAY FOUNDATION ARE GR-SITE; BY OTHERS. 4. ANY STEPS AND RAILS ARE W-SITE, BY OTHERS. 10. BATH BMW FANS SHALL BE VENTED TO THE ETf MO R OF THE BUIDNG AND 9iALl NOT DUALIST VARY FROM THESE ET.EVA710NS SHOYM. 17. STEPS AND RAU ARE ON -SITE, BY OT EF6 S. LANDSCAPING TYPICAL, GR-SITE, BY ODTRS. NiD THE ROOF GHIY OR OTTER CONCERTED SPACE iL M*EERNG FOR SITE TEN^ BY 07MM 0. AC AND HEATING UNIS ARE INSTALLED GR-SITE, BY OTHERS AND MY BE RELOCATED FROM SHOWN. 11. 71US BUILDING MAY BE MRROED VIM ANY RE -APPROVAL OF DOE PLANS (MAY BE 1& ALL nE7NS RE ATNG TO AMITY ON THE SITE ARE OESIG ED AND 96TMM BY OTHERS (NOT JAC 800 A 7. ELEVATION IS TYPICAL ONLY. ON-9TE PORTIONS SIDE TO SIDE AND/OR END TO END} ARE SUBECT 70 INSPECTION AND APPROVAL BY THE LO CH EIITEI00R MAY BE CHANGED BY THE BUILDING CONTRACTOR, SLBEOT TO LOCAL APPROVAL 12. FOUNDATION VENTS ARE TYPICAL G'LY. ALL FOUNDATION VENTILATION IS ONJ-SITE. BY OTHERS dEOSDICTION HAI" AU1HOIitW 20. YAY BE MBNORFD NTIGIT RE -APPROVAL OF ELMS YEEM FOUNDATION PLANS ARE DESIGNS BY ODOM JACOBSE N HOMES AND ITS THIRD PARTY APPROVAL AGD"S) ALONG WRN THE ARCHITECT AND/OR QR@FFR OF THE 9RDN0 PLATES WALL NOT BE HELD RESPONSIBLE OR I LABILE FOR THE FOUNDATION DESIGN AND/OR CCNSWEHIIAL PERFORIIANCE OF THE IRIICTUR6 SIRUCNRAL OMPOQNTS AND SMTEMS MATING THERETO AREA RESERVED FOR LIS7ING AGENCY APPROVAL STAMP'S: PpPROVfp ,m, A, No =.7— ° nom $ 8-9-18.' NO � ��� ¢ ,uwrwm� AMA F- ,wa•io.a � Rm �9- U .ev wm a A YDP�/Ed14SM1 CMPLFS W/ 2DI7 FLORIDA RM CmF - INCLUDING ALL 51h EDITION II I I IIIWL�W- b`R e 70o t eEARosuYAVR; WMART,N 4 14 IU41264474S r �mm E-_ OM DRAWN' D.WJL CHECKED: M,T DATE: 7/2E/201S SCALE: 311V - 4-0' SHEET: �y 6 OF 15 WEC: Fiy— C DWS: 170 MPH MODEL- MOO145D TIE$ DEYALS AND RAW ARE OMEER ML AND PROPROMY MATMa" IRE CWENM O � � - MA PAWAW OWAN WfMo 0A1. ANO/C: PWAEGD WQWATA*L ANY U PROVIDED TO IRE REOPEN FOR SFECFiC RWOM ONLY AND 9RALL NOT EE SC.WM O-, OMMMS'e REPRODUCED AND/OR CMMMM TO aMM FOR ANY PURPOSE OM OS :R D6Da3UT N NF nn PAIXADE OR ANY CF DE CMUMM OMYAEDI MEFEK 9 SIRIMY PFWHMED BY JACOEEN HONES AHD MAY LE RR4.AWIA- DM KnERALS ARE AUGHOiQATION FROM JAO®SEM NOTES TIM MAIM PACNARE AND ALL ITS CMMTS ARE THE DMUISM PROPERTY OF JACOSSEN NO EL ALL fOOD9 RESM— --ORM 2M v CUP, ;I 2DIS . JACOBSFM HOES SAFETY KNOW. FO W& ALL RMM W MD. i OM APFavhn, LWW nL® MAY DE eiemnnm ■ MA:oLA eBa�i rnr o®m. ALL QNJn CRRA M TEEN T M PAW= ARE UIM ON I E MAX, NLONME DESIGN MW /PION WMED MOIL ml [I • " ; r ELEVATION NOTES: SE CIMSS­SECIlION FOR ROOF VWTILATION 3r np. TYPICAL FOUNDATION 16' X B' TYPICAL VENF FWATION DESIGN/CONSTRUCTION ON -SIZE, BY 01W LwaIDgD FOUNDATION YTMLAION AND IS SIMCF TO LOCAL CODES AND INSPECTIONS. (/('�i� PER BUM DESIGN SO WALL FOUNDATION SHOW)- OM FWATION TYPES MAY BE UDUifD. � NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION 9 OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITEH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. ' . ; ELEVATION NOTES: M. SEE CR06S-SECTION FOR •• '• •• REEF VEMiAna+ ill" � TV. 111VCAI. FOIINDA110N 16' X 11' TYPICAL Vw FOUNDATION DESIGN/tONMICHON ON -SITE', BY OHM FOUNDATION VEND I N AND IS MECT TO LOCAL CODES AND NSPEC M PER MMEERED DESIGN STEM WALL FOUNDATION SHOWN - 010 FOUNDATION TYPES MAY BE MIME. C® S "OMOS 1-1 F—I 1-11-1 1. FOUNDATION IS INSTALLEDON-9nF BY ORS 8 ROOF ViNIRATION MAY BE ACCOMPLISHED THROUGH a SGIE TIM SHOWN MAY BE OPTIONAL AND IS SIB&W TO ALL STATE AND LOCAL OWES THE USE OF OTHER VENTILATED EAVES OR ROOF 14. SOME LIENS SHOWN MAY REQUIRE SITE DLSTALATON. VENAL EITHER OF THESE METHODS WAY. E USED I& SOME TIDES SHOWN MAY E ON -SITE. BY OTHERS SANDOME TTENS SHOWN 2 SOME TINS SHOWN MAY T ON -SITE, BY OTHERS. SEPARATELY N N COMBINATION. M 1& THESE ELEVATIONS MAY ARE FROM SITE REVS MAY VARY, NOT COYk7ED BY TIDE a ROOF OVERHANG (FAV77 SffS MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION E ACTUAL ELL APPROVED PLANS FRONT AND REAR EAVES ARE 13 1/Y AND SIDE EAVES OF THE FINAL STRUCTURE. REMS SUCH AS SONG TYPE 3. *0 INSTALLED. THE GARAGE FLOOR AND FWD VARY FROM 10' TO O' NOIONAL STZM —SHINGLE-TYPE ,_SHUTTERS,_DECORA7IVE_ppES�fl6.._YAY 0.—BATH-E70RAU5rFANS-SHALLTE-VEN1ED�p VARY FIOY 11ESE EIEVATONS SNONN. 4. ANY SRPS AND RAILS ARE ON -SITE, BY OTHERS. DDEROR OF THE WILDING AND SHALL NOT ETNIWST 17. STEPS AND RAILS ARE ON -SITE. BY OTHERS S. LA XWPNG TYPICIU. ON -SITE. BY OTHERS. INTO THE ROOF CAVITY OR OTTER CONMALiD SPATE 1S 04MEcOM FOR SITE ITOM BY OTHERS !. AC AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUILDING MAY BE NNRORD WTINOUT ANY 19. ALL HOTS RELATING TO ACCESS�EUTY ON THE SITE ARE BY OTHERS AND MAY BE RELMATND FROM SHOWN. RE -APPROVAL OF THESE PLANS (MAY BE TUPPED• DESOM AND INSTALLED BY OTHERS (NOT AND 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO ENO). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL OF DaMO R MAY BE CHANGED BY THE BUIDNG 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVNG A1IHOMW -APPROVAL ..."r`TION-VFMIU 20.--YAY-ff-lOtitQElY1MiHQR-RE=APPTROY MNEN FOUNDATION MANS ARE 06IGLED 13Y OTHERS, 4A000SEN NOTES NO ITS THIRD PARTY APPROVAL ACENCY(S) ALONG WTH 4@ AROLOTECT MOOR DM*E R OF THE BUILDING PUU6 SHALL NOT E HOD RE90aM E OR LIABLE FOR THE FWMA71ON DESIGN AND/OR cMEQUFNTIAL PERFOMIANCE OF THE SUPETWwCNRES SMOURAL OOLEONENTS AND SYSIFLS RELATING THFAEm Jf EIEINFI --E]V-rHfOIROATI 600 �A COuff, SAFRY HAMOR, FL 344695 72Y-7'26-1138 TESE DETAILS AND PEAS ARE OMEM IOAL AND PROPAETARY MAmu c THE CON:RNIS OF THE ORAVNO PAO= CQRAN OdEDFMW. AND/OR PR6L= WMIA1MNL ANY HLU WWM EME OOPYFO. DMO NW. OR OMMOnONI OF THIS PACK . OR ANY E THE COMM OWANO M3M M STMCLY PRMEM BY JAC®SEH HOI M AM MAY BE ULAWM. THESE MADMALS ARE PRWWWO 70 THE RE:8IDNT FOR SPECFIC PILa W S ONLY AND SHALL NOT BE SOALED. COMM OR YTIE VW REPROOLM AND/OR OMIREINIET TO OTBRS FOR ANY KRPOM Ii1NOUT OPRFSS WWLTM AUTHQWATON FR01 dA MEN HONES THIS DRAVIHD PAMOE AND ALL NS CONT N ARE THE OMWSVE PROPERTY OF dAMBSN HOLES ALL RMNIS RESEWBD. COPVMW g= -FORZ.1Sf9NG7CG�ENCY/TvP��OV S: PpPR0 o 0 8-9-18 oy ��°^ NO A V) mRr wuru°uw z Em 40 rw _ ��2 0u eTa®AB A)�racxucornauuix�x�wo�® �-P CgLi ?y Pyy wrc RTEW:aa:wo�o°ci °moo wd'aYoi alw COMPW/ RECS: : E¢wOICnDmALL 6% EmTION WWODEL Mao 145C =OW N HOER SAFM HAM30% RCRDA ALL MOM §Mr. A FA 0 ENINN ® �1 <6 SIR N D ui ]60 i. BFANDSILY AVi ELKHARY, IN aM14 JU412644145 K Q 1 /� REVISIONS /"\ BY IbA7E D CHPoBOIT © =a lalml- D.WN. CHECM: M.T. DATE: 7/20/2018 SCALE: 3/:6' - 1•-O. SHEET: PLUMBING NCUS: 1. THE DRAIN/WASTE/VENT (DWV) SYSiEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN. OR ALLOWED BY. THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ABS OR PVC PIPING, 7. TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME. UNLESS OTHERVASE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS. WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE OBJECT TO LOCAL JURISDICTION APPROVAL S EWATER HEATER SHALL HAVE A TO THE EXTERIOR OF THE BUILDING (SAFETY B WITH INCH DRAIN ENS) 0. THE WATER HEATER T&P RaJEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE. BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL B. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. S. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH m _ :WATER_KU M IHE-BUILIXNO (TFIIS_SHALL-BE INSTAu.ED.ON-S71r.BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL to. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE D(TERIOR WALL INSULAMCN. tam ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTHERS). 11. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE, CPVC OR COPPER 12. WATER SUPPLY STUB UPS TO BE 1/2' 13. ALL SUPPLY 'CROSSOVER' (MATING LITRES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 14. ALL SHOWER STALLS SHALL BE COVERED NTH A NONABSORSEWT MATERIAL TO A MINIMUM HE)GHT 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 15. WHEN PROVIDED; ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTEr TEMPERATURE OF 120' P O&B"C). 10. 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. J r VENT THD NOW (SE PLAN FDA LOCATION NUT MUM ALL PLATE) nftm SCALE: Ms 1 1/r VI NT RED ROOF OR J ISTm AR AQERAHO VALVE (My at JOIN W/ r VENT no t t/r Y WG NET VENT WG. �Y DISTANCE OF R%IUE TRAP FROM VENT SEAP (N " SL13PE 000 PER FOOT) DISTANCE FROM 7RAP (FEEQ t t/r t/r 5-0' 1 t/1' t/r d-G' r 1/r e_0` " r 1/e tr-v 4• I 1/r I" TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND TESTING IS REQ'D A LICENSED PLUMBING CONTRACTOR IS REON7ED TO MANE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SHE (THIS APPUM TO THE POTABLE WATER SIPPLY SYSTEM AND THE CRACK WASTE, AND VENT - OWV SYSTEM). ALL CN-SIM CONNECTIONS ARE SUBJECE 10 INSPECTION AND REVIEW BY THE LOCH. JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE COtECHCNS HAVE BEEN COMPLETED, THE UC04M PLUMM CONTRACTOR SHALL PERFORM AI. INSPECTIONS M THE OOMPIL T SYSTEMS IN ACCORDANCE WITH SECTION 0.T P25OF THE FLORIDA CODE LOGO 1 1/r LINT 7H Ll ROOF OR J It= AR ADMITTANCE VALVE (MV6 OR JAI W/ r LINT SIOER r '1 . SHOVM 00ML SCALE: Ms 1/r WHT TBN ROC' BR Lem JAR AOETTAWE VALVE (MV) TOTE , t/r WATER HEATER PAN SHALL BE 24 OA OALV. STEM (OR EM 1 1/r DEW MINIM AND OF SFRQIIT S3 NO SHAPE TO RECEIVE ALL OiIFFM OR CONDENSATE FROM THE WATER HEATER TDEFRANRE AM AND THE DISCHARGE FROM TIE — VALVE BE VALVES 64EE PRFRU VALVE TIE PAN WALL BEORWED BY AN INDEED WASTE RPE NO LESS THAN ONE (1) NCI N DIAMETER OR THE DIAEM OF THE CURET OF THE REOIYED RELIEF VAL.W(S1 WCEVIR S LARBR. NOTE WATER HEATER CRDETS SDYH a TOO• TOP MAY BE LOCATED �.. ON SIDE OF TAW TEW-EPATUE AND PIEM E RE1EF VALVE DRAIN MAY IE DISCHAR® END THE IOmA WATER HEATER SAFETY PAN (`9�A (RA FPO MAT) WHEN TIE DISOIMfi FROM THE RELIEF VALVE{")+ IS ED IE BSONCiD.MD-TIE WMER.HEATFR PALL R BALL E - PPED FUL-SB DF THE VALVE OUTLET PIPE TO A PONE NOT MUM THAN TWO (2) NOES OR NO LETS RUN OE (1) NCI ABOVE THE PAN ROOD LEVEL FIR r VENT TM ROW J r LAY ®PE. tt� r WA �r WATER HEATER - PAN YDH BUN 1' LWt111M OVEIFLOW TFRU BOOR OR RED PAR (SE N OM0 NOT f WATER INLET MAY OM RELOCATED TYPICAL WATER INLET /��� A MAN SUTOF VALVE ANII9 REOD A VACUIM N1LF SNLL O INSTALLED. BOTH ARE CN-SIM BY or OTHERS AD SIBECF TO LOCAL 199WHOR AM APPROVAL. ,r HALT )DO" SCALE: MPS 11/r VENT TFRII ROW OR LISTED t 1/r VENT MM ROOF OR J AR ADIFRANCE VALVE WV) J11 LISTED AR ADMITTANCE VALVE (RAY) OR JOI W/ r VENT LAY. USHER t t/t r orillim, LAVo SCALE: MS 1 1rr muff TIED RDff OR LISTEDJ AR ABETTNAE VALVE (MV) IOT STD 1 t/r 1 ,/C Typ. 'uo OF" - 2 TOO Krr/l ` . slw 00" SCALE: NTS SCALE: NIS 1 .. THESE DETAILS A 0 PLACONFIDENIA ARE CO FIDIAL AND PROFtETUEA ARY MATS THE CONTENTS DIj 'IVNO PALRAOE CONTAIN CONFCCAL ENACl/OM PRIVILEGED I FONATM ANY WAIIIHIORG� : Ft1H0. OSOm1RiE OR DISIRWO0R OF THIS PAOOAN GE. MY OF ME COGFNTB C01DU>ED THEREIN, ISSTRC LY PROHIBITED BY JI1CB501 X06 AND WHY BE UNAYFI . TIES: MAIOEAS ARE PRIMED TO THE ROMI ENI FORAL SPECIFIC KWOSES ONLY AND DULL NOT BE SI1044A 0, OILERIESE fELMRODUCED AIDAOII OSIHEB!(Im To OTIDiS FOR ANY PURP= Y11OUT I. ._Fi7FN AtmovA7ON FROM mcco 0R HOES. MS DMWNG PACKAGE AND ALL ITS CONTENTS ARE 7FE DaLIS E PRWEM CP v=BSH HOES. ALL Fawn RESENVED. CO'O DHT 2GIE WAS �$ SCALE: NrS 0 AREA RESERVED FOR LLSnNG AGENCY OPROVAL SiAMPS: J..,. �'+� w.o. D PpPROVfO .m.•r fO �.... 0 m 1w1 ocD 8-9-18 NO ;;O to a 1aT Aatrl m.wm 1ceOOt®a N � �•�••J•ovv.QI An1O1a 1wr.rwxtw not 1uo�Nw wnlma�n.mvA O NII�Y N1N1� a>s TIED 0lIdD'v v�� CARTERl' P� �.°ai,'�i�.1°sF,Jsitr"i:o" ".S'�il% '. BMW C mlYNlf tM M. RYW 1up0 uR CCIEUFS W/ 2017 FLORIDA RES CODE NCILODD ALL Fth EDITION ❑ao❑ EIDED L114, r M_ 63802 i d� �i V;� • •J g3 l� Q 700 E. DEARDSLIYAVC ELKHAW, IN . 14 ta+12 407u Of 5 I ja I DRAWN, D.wx CHECIO:D: Y L DATEt 7/20/2018 SCALE: SHEET: 8OFis WEC: EtyevO,,, C DWSs 170 MPH MODEL" MOD 145E AV COP; tiO 201E . JACOISCN H CNES6 SAFETY HNSIP. FIOMA ALL ROCS R—l%= i i WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET HOT 1. WATER SUPPLY PIPING SHALL BE TYPE 'L COPPER, CPVO, CROSS UNIOD POLY- ETHYLENE OR OTHER MAlERWS APPROVED PER STATE AHD/OR LOCAL COOEl 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LINES. TOEWATER HEATER THE EDGERIOR OF THE BUILDING (INHAVE A �4-9TE, BPANY OTHERS H I INCH MINIMUM DRAIN 4. THE WATER HEATER UP RELIEF VALVE SHALL DRAIN TO THE EXIER IOR (ON-9TE, BY oTHERs . IL THERMAL ANSON DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION —INSTRUCTIONS r-MALL-SE4NSTMLM-ON-SITE,-BY-OTHERS-AND-SHALL-BE SUBJECT TO LOCAL APPROVAL E. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER MET TO THE EIULDING (THIS SHALL BE INSTALLED ON-STE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL 6 WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR y 3 S WASHER X 3/ ' "KITCH s149 5' X 1 i X 3/� :� ±t 4$TX3/•SHOWED 1U4•X3/4• , TR � �s � l�dls��b 17 • X /4' x 1T}2' X 1/rMN ,tea YC x���/. 6 M WC / �i I" INLET �`'AY X 1' 2• X 3/4• LAVr 6b a MN459 111'X1•6 l� E LAW ICE �Ei'�H9b�Ia� MAKER fill" !1i Nil! Of i go W Se WASHER b_KITCH alb x SINK 11.0 illls- 4T}Z' X 3/4' sxowER 79y' X 3/4' BINW2 X 3/4' TtiB 9NoWIN itr?S X 3/4 29• X-3/4' \ 1' X � I; 2-x, a� 57)'2' X 3/4• tµH LAV 2tBB3TiTi X 1/2' LAV x 9. WATER STUB UPS TO 4 ALL SUPPLY 'YCROSSOVER' (MATING LI IM) PIPING SHALL BE CONNECTED ON-9TE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED W17H A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVER•, IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 12. WHEN PROVIDED: ALL FIXTURES FOR SHOWER(5), TUEft Al WB/SHOWER —COJBINATIONSSHALL BE-CONiR ALVEIMDrA MAXIMUM OURET TEMPERATURE OF 1w F (48B"C). 1S ALL LAYS SHALL BE OOMROLLED BY AN APPROVED MDCNG VALVE 14. EXTERIOR FAUNS HOSE SIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOW THREADS) SHALL BE EQUIPPED VAIN A VACUUM BREAKER INSTALLED PER THE MANUFACTURES INSTRUCTIOM EXr. FAUCETS ARE INSTALLED ON -SITE, BY OTHERS IL ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED 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-SLTE-CONNECEONS-HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. C� ' ALL WAHUR LINES LUUAIED N ANT UNCUMMIXIED SPACES SHALL BE INSULATEID REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HASl WITH MINIMUM Ill INSULATION (ON-STE, BY OTHERS). JURISDICTION. � LOOK! TIM MIAIS NO FMH6 ARE COfOORBAL AM PRDi%EIARY MATTT.ue TIE OMMIS W INS Dill PAMUM OWA H 02fLEM111L AND/OR WEVWETED WONATICK ANY INRMUMOIO>kD USE. OWYM --W, OR osIRBITTTaR OF THS PAOCA _Z MANY W DE OQIIDDS COQAEED 11ESEM IS SOEOTLY FRICHE O BY J MSEN l AM MAY W OEAWM- 'DE'E MATERALS AM PROVOED 10 TIE IEORINT I M SPEORC KIPOSFS OLY AM SNAIL NOr BE SCARED, COPED, OR OTIERWSE FMWUOD Al I SME UTEO TO anil FOR ANY PU805E WFRICUT Eg12E33 WITTEH ARrINOE7A7101 FROM JACMSTH HOES TIES DRAANO PAOGOE AM ALL ITs cctm 11s ARE TIC 01MUSIVE IiiOPFAIY OF JACMSM HOES, ALL MOM RESERVED. COPWWOR = Tk Q uj G C W Lu W Q 3 63802 t B NAL W � M L BFAPDSIEYAW; `- O M1 KT, M 4M11 ;;A I T• wm.cr run .uau•w Hurt..., HrravrAaY. .1lN1Yli'Di ______. __ D.WJL w ®,,,•,,,. D CHECKED: LLT. PpPROVep ,.,�„e�„ w tTD Mx �o.w.w, D RATE: 7/2S/2016 $-9-1 $ NO SCALE: N s WIT ""' 3/16• 1'-(Y LiF c C!� SHEET: YlF�/lN1NfIN yOV 1 � 01RTER ti V. ,�Tunl..m,�w(L�m-�nvu 1" Nil. a: COLPLES W/ 2M7 RORIDA RES. CODE WEC: El C MCLOING ALL 6Hh EDITION Ill 170 IPH MODEL: MOO 1u8 OMMM 0 2218 . JACOBSEN HOPES SAFETY HARE) NOEDA ALL FWM IE4RHED. IF ❑❑ OR Pam[ SHORWAU A.'"®N: PAN NADOt MOP-707OM466h ALLOWABLE STRESS DFSIM INTERIOR mME, 4213 PSF (ASD - NAY • CIA) we PfES4O6 (ASD-MP)I OD MMF'. GARB PSF DESIGN GN WED SPEIM 170 NPH - 1AEt (l ft ft) LOYAL DPOSD SOEIALVERVE AREk 100 INCHES / 120 - SLOW FEET um NEAR HMGRT Wd* 30 FEET SKENAL TRD. (TOLL EXPOSED / 20k S IA NOES / 12.0 - 4-W FEET 'DPOSIIfEI 0 RODE POOL KM SELECTED 7111 M 43S / 12 VAND INPWANCE FACTOR TV - 1.0 ROOF ANGLE KIN SELECTED TRUSS U.90a• (0®� R00 Cut•9a g I ��®� MAXIMUM ALLOWED DF.vax ROOF AMIDE 00' (D OR 437 / 12 NTHNAL CITY HURRICANE COEFFICIENT:OE OLpi -ate (R,obaaa) HOMES HIGH 1T.00IY NlNHE1:NE ZONE NO TOTAL DESIGN ROOF' FFIGIIY 6te96 NOD / LTA - 4oa FEET Pl AO RES . .. DOM APPROVED, LISTED TRUSM MAY E SIBSRMTED F MAOMIIY ROOF AMINE SPECIFIED ABOVE IS NOT EIGmFn ®� USE THE DESIGN OF VDad - 460 MPH. OPOSUE . 11RH - PWr NLA"18.O0NTAEFD M1FFN INS; PACKAGE ARE BASED OR THE RAIL L^rve DESIGN ARGUE. SPECIFIED ABOVE - - _ _ _ at aaaaew w m ooaar Ea t� a r aMuaa a A Q ur NRalRlpr N THE CONSWCTON MANUAL FOR THE DESIGN OF - _ _ _ - 1aaGQ nnr NaavoviiRno as oasae a(aYmm_ Y' VMt 470 MPH, OPOSVRE 0MRN- 301ft asllaaDAVINaANr ws ae■®NoarTR AAovaNIo.a Aaaam IAa1r SIEARNALL UK SEARMALL Eta 24EARWALLHuGur LENGTH tam AM•Da. ArNN:11O AtOr v x AaOaQ AEON O.•v a x aEar NaM r2a or at NOD a Wmm a 0aa MR maim ®N Aala 0aamtaNy FraaaMlQ - WHOM AI, M BLE SEARIVILy:OOM 108 / 3A - 30JLS7 INCHES / 12.0 - 2571 FEET s x au.aarw•aa armrr e:ravm An a,.rr mna a.xn WAIN. 1: - - - - WAaaT6mrQNraWw - aEQa" WALL 2: 7n/v.:vysmamanma-mina :- =111wa�e IA01yMas atoll[-13a K lrxx*3K O WALL 99CIIOMa 4G NOES IDEAL°T1091TARV 9'A! tea FFEi WALL SECTION: 67 NOES TOTAL TRMUGRY SPAN: 16a FEET alta asm aLY A WRemL NWD DOT _ altE anD owr A7xQ.EMlL maa WALL BOOM 71 RICHES WALL SECTIOW Ih INCHES OD TOME OSOlMi 7.4 FEET �' m NNO m mm _ .. • WALL SCIO! 41 NOES ETD ZONE DMSONCID 7.4 PEE a1u. n waq/r.4:am rAm. NOT Orr. a t/E! nra r6aG` m rAi arAar v °OTC. a 1/r MPaa • Oar• oa ■AL tAar WALL SECTION: I7. NOES INDRIOR ZONE DISTANCE 1LI FEET aalrarmRr oe MOL-taF® WALL SIM 0NG6S umm me DISTANCE 11.1 SET afaaa•7avmNlAi-a02am WALL socnaR 0-NOES (FEED WALL SDmMe 0 INCHES (FRET) wNL SO110a a AGES OEEO STCEMAL TRIS. 0'"'I WALL SCUM! O NC© (FEE0 SCEWAL IM (PSI - TOMA. Nam OF WALL. 220 AGES DSTANCE a GR ROOF HE ■ OW . LOAD N POINTS 101A1. IEHGIFI OF NAIL: Tel AGES - OSUtrE : OR ROOF HR. ■ DIP - LOAD IN POUNDS OVDm BD /- 12.000 NOES . WALL END70E GUIDED On 7.4 ■ 4JS42 ■ &IM 2IM22 PO063 - -" I GBD / a m NOHM WALL me WE LOADS 7.4■ 4d42 ■ 8325 - 212L22 POURS TOTAL LENGTH OF WALL: IL31T FEETWALL NIDONE Gi ZONE I.DADM 11.1 a 4342 ■ 4213 - 2M4A4 POUNDS TOTAL LENGTH OF WALL:. 134E FEET WALL" WmOR MLOADS tt1 : 4IG a 42.13 - 212404 PORTS . ROOF. END. ZONE LOAM 7.4 . a' - 445 ■ .16.72 - 55290 PONDS ROOF EIT ME LOAD& 7.4 Y Ode Y iL'n - 609.9E PONDS •Y4TMLIMM•m114r 4Q R" INTERIOR ZONE LDAOM 117 4ffi R 10 60SM PORTS •rTanmrrlmm ROIF N0T00R ZONE LOADS 111 4E Y 10 = 60LOe PONDS atAmn®rr>«Aa OrMaaraamw4 ROTA. LOAD FOR SIFARNADs - SS69 PONDS mamavta saa 0&,mra ow.+ Y TOTAL LOAD FORTSHEARKA L, tL71&27 PORTS aAsr- r•a ■•rma: r. l.aaTA11Oa=•r TOTAL LOON OF SEARNAIL• / I&M FEET. •uac- ra•rN xPr.m• 11. N•a@AII•aL-•r TOTAL LENGTH O: mS OP• / 1&42 FEET aRAa,ay.•Al■r P•.f .fM•rm- a NaaL I.aDTI1nEL Na •aNNMr DESIGN SHEAR VALUE "* - - :2M00.PlF aRNaay.amrp•U .•Y •.n•. a NarN•®afAllaa•Lmarww =M SEAR VALUE (096 - MM PLF ara4•Nvmma•aNr- r mma•r.Em ao•ara 'm=- r mmis�'oe SF-W LIFRMII. ■ OFEEF a v.•mr. vN•m•- • NmaN.omwlayla •a.n•r 9ENMNL IFI@IP. R 9FFF7 o v.otolN• moaNVOraI•aaNa.aa.wr amnuvem PONT LOAD: - 36Ia POUNDS a916a 1lYmmWaa•P. a aalanmarawaraa■m2 ' OIFRDOmD Pmr LOAD:- . 2N1 PONDS I RUaNY ■NammoNar. a °ramlaalaaaFwmaDm° - - - WALL 3: 7/WA M=M1 SUE-arQOLT a WALL 4: 7/JrAMa as aAmrrAWar araao a WALL STORM NOES TOTAL TRIBUTARY SPAN: 0 FEET _ WALL S]CIM 0 NOES TOTAL 1FAWARY SPAN a FEfT WALL SECTION 0 NOES WAIL SWIM NOESIMIZI WALL STORM O NOES END Z I E OST ': 0 FEET,, WL IIIFnD - WALL SECTOR 0 NE RICHES END ZONE DISTANCE 0 FIiT � 10 7® eAx a■iam - ae Q Oar 4ID Mlr NMAlm arQaLT WALL SECTION,0 ACES NIW W TOLE OSMAl1a' 0 FEET. WALL SECTION, 0 NOES N1E1IOi RIFE DISTANCE: 0 FFkT VIAL SECTION: 0 NOINCHES WT - WALL smim a GOAL SECTION - 0 NOES 0'Si WALLSECTION: 0 NOES dN�'1 TOTAL IE710IH OF GOAL, - 0 NOES _ a Olp - LOAD N PORD9 TOTAL 1E71GIN G MAW 0 NOEB Y DWP - LOAD N IPOIRDO my= W., / : 12OD NOES 4550 ■ MZa 0 Pam I DIVIDED BG / 12J100 NOES - 4tM2 ■ a32a - 0 P01MOS TOTAL LENGTH E VIAW 0 FEET '■ . 4aG ■ 42,5 - 0 POMOS TOTAL LENGTH OF WALL: a FEET ■ 4a42 : 4213 0 POSITS �IE - IOADS-- 0 ■ Oda a 1L72 - a PONDS !E'LOADM 0 ■ Ode ■ 1L72 ' 0 POUNDS •ae1Llrr•amNmr Or LOADS 0 LOT /0 - 0 PC MS armlL lA•rmmRmlar r )E'IOADS 0 4'9 Y 10 = 0 PONDS Y TOTAL LOAD FOR SRFMWAW - 0 PGMDs ••„��rD:.r, Y TOTAL. LOAD FOR � •LL- 0 POUNDS .Lae- .Ta.a aou•.ama TOTIL LENOIR OF S11EARwML• / -0 FELT .r•m. .YO,le,r4xa TOTAL LENGTH G' u / 0 FEET aYaay.• G m .aY •r1N•-- - • - OF9Q1 SEAR VALUE (M* - 0 PLF a,•r•tr •amrya4 .X •r••- • DESIGN SENT YAW (DS* - 0 PLF anma ■Avm msme. a aaNea mamma,ar. ° SIEARWAL HEIGDd OPET . Nr •rM•- • SEARIYNTALL LIO R OFFET -amY. •rw. arms •.ummaaaN:P- • - OVQOIAEEq POINT DAD: - - OPOMM aa••laam msaw- • OVE1tIU16D70 FONT LOAQ OPOUD! - WALL 5: - - - 7/orAaaaDa-amanim - AarQNaaa o I WALL 6: WALL SECTION: 0 NOES TOTAL TERTIARY SPAN 0 FEET WALL SECTION, 0 NOES TOTAL TWITARY SPAN, 0 FEET WALL SO.TIOa O NOES WALL swam 0 NOES m10 WALL SWIMOR: O NCNCNBOD ZONE DISTANCE: 0 FEET •As aMlm FAEI WALL SWUMO NOES ._NTT ZONEDHSONM0 FEET •Dr aAx ba•r -.oM[Q OAY xararw - nrQaar WALL TO NOES INTERIOR ZOIE 06TANMFi o FEET WALL SECTION, 0 NOES INTERIOR 2M OSONOD 0 I = WALL SECTION, o NOES MALL SD11GMe 0 NOES GOAL EClole 0 NOES 6ML'� ) WALL sF WALL 0 NOES 0 W TOTAL LENGTH OF WALL• 0 NOES ■ DTP . LOAD N PONDS TOTAL LENGTH O' WALL' 0 NOES ■ DYP - LOAD N PONDS GVDFO Ba / 12om HOER 4dG a mm 0 PONDS I GVDm W. / 12.000 NOES 48G ■ 6&2e 0 FOLIOS TOTAL. LENGTH OF GONE: 0 FEET ■ 4.W ■ 4213 - 0 POUNDS EQUAL U7G1N OF MALL• 0 FEET ■ 4m ■ 42/3 o POUNDS LOADS 0 ■ 4lTa a 10.72 - 0 FOLIOS IOAD.4 0 ■ 4JRI ■ IL72 - 0 PONDS �rAaayR•mrnlm saa9anAwrq IOADM 0 R 46S R 10 .FORDS aalaa.L lrt•anaQanawarAya 0 ■ 460 ■ 10 = OPORD9 alamymYTEvt 70TA. IBM Fat SHEMrP,,. - a'POEDS .E4au•a.ro sma TOTAL LOAD FOR SEMWAI: 0 PONDS a.NNle. r•.a orsa 70TN. LENGTH OF SHEARWAW / 0 IFFY One. aawalarm• TOTAL LENGTH OF SEARWWL• / 0 FEET a■uaIff. . •av- • - oLSW SENT VALE OVA - 0 P1F aYW v. . rw- . - DESIGN SENT VALE Wso - 0 P1F aOm••r•me•saaw- 0 9£ARMAII. FE]WG OFFET SFJWIWAL HOOM Y OFEET arw. O atraaNrammorar- a - - aaNeaNvmmar.rM 01EDRM6t10 PO IT LOAD: - O POURS v. •WAWA- o OVSRVUR HO POUT LOAN O POSTS _ I aaluNvmmrr- • - _ - WALL 7s • r/NP AN amNrrm rrAa•r - arQov o WALL 8: OT saawa•rBIALLS mmNOES TOTAL 7FAWARY SPAN: 0 FEET WALL SCION 0 NOES TOTAL MWARY SPAN : 0 WALL SCTION a NOES •MIL n IA•4 WALLSG110MOaNOESWALL S7CIO! a NOES END m1E DWA CID 0 FEET rWALL SMI� O NOES ETD ZOE OSTAIC. 0 ATr nRnWrWALL sEcnm 0NOES - NTE7001 ZOE OSTArE 0 FEET WALL SECTIO , O NOES MANOR ZONEWALL SCIO: aNC1EB WALL SCTIC I 0NW6WALLSECTION0 HOES (PS) WALL SiCTC! 0 NCHES TOTAL LENGTH OF WALL• 0 NOES a DTP - LOAD N POUNDS TOTAL LOGIN O= WALL: 0 NOES P - LOAD N PONDS OPAM BN / 12AN NES 4.542 Y Lila 0 POINTS I GLUT HLM/ 12am NOES B 0 PONDS TOTAL LENGTH OP WALL:0- ■ 4d42 a 4213 - 0 POUNDS 70TA. tDrADE G'RAIL: 0 FEET 13 - 0 POETS LOADS O Y 4e6 ■ 1L72 - 0 PONDS _ LOADS 0 ■ 466 ■ ia72 - 0 PORTS aNIAa1LREalmnlllO maP,mORwvD LOADS O 4R8 '■ 10 . 2POUNDS aEAeALramrr �A�PANotr LOADS O Y Oda ■ 10 = OP01RD9 alrmLar•m�N TOTAL. LOAD FOR SIEMWALL: - 0 PONDS °mm 7GTAL TOM FOR SEARWAls 0 PONDS •um- ..a...v, TOTAL LEEDIH O• SIFARNAL : / 0 FEET wnn- ...a,a..aar■ TOTAL IEEDIN OF SEARRALL: / 0 FEET aoRalay.•ara•o .a•aaaM. o - DESIGN SEJ(O%R VALUE * - 0 PIF aRlnay.aar:av .aP •rwa- a ONSIDE SEEM VALUE OOTp - 0 PW arle••r•m war. a-NI4RKAL . HOG Y 0FEET IRED1 51EARWALL IE7WP. R OFFET awu•M•mmarr- avmaAwm ms•aTa. o _ _ - 01FRi0 POW LOAN - OPOPOUNDS - - a1MAa Mummvasr- • _ _ OWRTIRMQTLPONf LOAN OPOEDS - REFER TO OTHER DETAILS FOR SHEARWALL SHEATHING / PLF TABLE THESE DETAILS AND PLANS ARE OCIFMFFHNL AND PROPRIETARY MATERU • THE CONTENTS O: PROVIDED TO THE REO PIE NT FOR SPECIFIC PM8a4.S ONLY NO SHALL NOT E SCAN IA GO JACOOSON till 4 momes 600 )PACKARD COURT, SAMY HARBOR, Fi. 34695 727-726-1138 8 � CONMUMOW SPF6•MR'AC9!'.iMOBWla7: nr ANe a.xmar4mN 6ar� HnN��A•MSO •an MASMI Mm6 TOTAL KA M OF ALAS 3 laR MaE6A OF SUM AMER, I MNE AXLE WL ROM Ttam :m Wr R OIAM l-12001 ROM r IM TM IBIOIDGE RdOT 00040 N/a'P Cam an aara9a0 ROOT .D7t SPACING, 1r oA rcm YOmr MR FaIDWOT SADi 2:r tY 13 90001 BATE O00.X 2d SP A OMM -EPAOI- EIt7 10P RATE Onk alb VI► A F7G. SMYMM 7,1 A A OT WED Aim Ha DOM $M - FOAM OOE (SHAD Oft Wl DASD IEIR•al rr .aa. a.n Da %ML RIM W/6mOm/MAIOL OrPJ ROaEO tEGO at IEMA (Ta.) Dam W001aD yr aaPam MINI minim mr aDMCNMR (aPMJ ROOF MUWQ 7/:r AA MATED TtR42 Z (OAL1a) T1aw 1EaLWN9M. w&aM RRmuels pomm MUM AI SOLO AM TIE7 PETER 70 BOW CAM 1WL am ATER TO DENY amOt Tam O MY THW am m Emm WAS Ular Tam WEER in now Rn01 ROVIN 14 la➢tA MOM OF OAWO a / aF AOE396EE ub 0 / 1Eaae 018E W/ NBRO 2 i ,.F = � IT / MmRaIE M� W 2 0 OF S � LAIM IUAI�m OSHEARWUL 1A510N SPEC/St m m A- S C - S D - 63.26 PSF 16.72 PSF 42.13 PSF 10 PSF DESIGN SEAR VALUE: nOA2 PLF 5 DESIGN SHEAR VALUED DPF 1 O olatnMFORMG FORM aLFnIQ6tRo FORCE: 2N1185 0 LBS DESIGN STEM VALUE 39e30 PLFG . 6 O DESIGN SEAR VALUE PLF O OVERTURNING FORCE: 35EaLBs 01EDIURIf10 FTTROFORCE:O 0 . O DESIGN SEAR VALUE. OIEAMafD FORCE D PLF 01BS O DESIGN OEM VALUE: aWRTIMaao FaOi: o LB DESIGN SHEM VMIDE: o PELF DESIGN SHEAR VAWE: + y a d1 U 4 O OVQOU6N0 FORCE: - --- 8 OEDIIRet1G FORCE - .✓1 � .r DESIGN SPECIFICATIONS, , 1. MEAN ROOF HEIGHT (MRHI: 30 FEET MAXIMUM 2. FLOOR LIVE LOAOa 40 PSF 3. ROOF LIVE LOAD: 20 PSF 4. BASIC WIND SPEED. 170 MPH - Wit (Ultimate) S. WHIM IMPORTANCE FACTOR: IN - 1.0 Ink edegar7: II 6. WIND EXPOSURE CATEGORY, D • 7. :NORNAt PRESSURE COEFFICIENT, Glpl - 0.18 Odom) MO. OEM Ito PRE" (Vasd) Z C & C LOADS: ALLOW. STRESS DESIGN S. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING IPSFI: ° PA - .ROOF COMPONENT & GADDING LOAD, z' ZONE 1 c 30.88 PSF -47.51 PSF 3 E ZONE; 2 & 3 - 29.08 PSF -122.41 PSF ROOF OVERHANG, qaq g 1 ZONE 2 --118.81 fP3F ZONE 3 0 -182.35 PSF g PIN - WALL COMPONENT AND CLADDING LOAD: 3 WALL / SWING. • G • . ZONE 4 - '5192 PSF y -59M PSF PSI zII ZONE S - 5199 PSF -69.57 MWFRS LOADS, 9. DESIGN VYING PRESSURES FOR THE MAN WIND FORCE RESMMG SYSTEMS tMW Rq - SHFARWALLS: A- WM PSF (EW ZONE OF WAIL) B - 1IL72 PSF (M ZONE OF ROOF) C - 42.13 PSF OUT. ZONE OF WALL) D - 10 PSF (ENT ZONE OF ROOF) TONE 14MAiMM 11-10 ROCK ODVFLVIO Ot/OIFItVwor I ocom NA WALL NREA7MM R-m WL DOM "=MOGLE ImOT NIaALea M+T Tn=SPAGO la' OL E OF R611 IN & 2 E W MUM a9OPr 1 VI G PACKAGE DWAN CONFIDENTIAL AM/OR PONEGD NFOBIATION. ANY R`00PT110. DISCLOSURE OR D6IiUilON OF THIS PAOMAOi. OR MY OF THE CONIDITS CONTAINED THEM S SIRIOMLY PROHIBITED BY ACOBSN HOES AD WY E UNAWEU. THESE MATERIALS AIM OTFE VISE RFRODUC D AND/OR DISTRIBUTED TO 071M FOR ANY PURPOSE WiHOUT Ti AENW6MIEH AITIHOiQATIO N FROM 4AODBSN HOES THIS BRAVING PAOCRE AM AL ITS CONTENTS ARE THE EIDlISVE PROPERTY GFIAOOBSN HOF9. ALL RIGHTS RES0RVM CCPPM4HT � ! 0)" S[ATM OF P1.ORIDA. eunONG, $ 2017 FRC NANW alas :1 ,1 61N mmom 2014 NEC 11if LO• .� AEWIIlONJ1L, �b pill 11112r. 10� FRC 201E TC@ 6M F9 PLUMBING, V 20RC 7 F 6I1 FD MOM ENERGY, 2017 FRC - .a nix mmON AREA RESERVED FOR LISiING AGENCY APPROVAL STAMPS: PppROVeQ 1m lllr m 8-9-18 NO A In s�eaar --., -Mar aw w � Amax 0- � NOT ,y , m 1. P MOP 307BU45M �yF yO1.J : • �P• ar WAY xr�ao�EaA�Mo�� R P5 •�ronxaati Z.ar�ra SS rr�aGia CARTER ti' v i'e mrLL iir-Em x� OOPUES W/ 2017 FLORIDA RE L COOS R401M C ALL B,h EDITOR i*-e -" 63802 k UNAi- 1/111f1S��`, N e Tao E. BFARDSTEY Avg eLaNuar. M 46B14 (57412640145 I BUM mm Qwwl m-_ La-= DRAWN: D.W.H. OD CHECJi M.T. DATE: 7/20/2018 SCALE: 3/16• - V-e SHEI 12 OF 15 WEC: Expcm C DWS: 170 MPHI MODE(x MOO 145E 201E . JAIDBS71 HOES, SAFETY HA BM FtOBDA. ALL RIGHTS RESERVES N IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: aGRAVITY LOAD: 1170 LBS 3❑ GRAVITY LOAD: 875 LBS ❑2 GRAVITY LOAD: 1110 LBS GRAVITY LOAD: 1110 LBS UPLIFT LOAD: 1730 LBS 5❑ GRAVITY LOAD: 875 LBS UPLIFT LOAD: 1350 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THiS BUILDING/STRUCTURE. F a v . SAFETY: h O INCH THE AREA BREATH THE 911LMA'IIVCiIIC IS DIQ�D, 0� 4FINIG LGL a M. Par V MAIO¢R 8l.'1 01}71 ARM mum TIE GDaG at NEIICIGE a-GIE, BY GaFA} MVAIM DARER G.M1 HiAMaY F.Var'Ole101 maFlao BO'® lol TS RRTIt am w G m NNE! REGA ROIL OF cm I'MallGRGIO AIe BEIII'A1GM. wnw RE VMG1 m ml CALL mw pale! I®LAIDL TN RVJE IlI1F w NCMY TM60M1QI Olin ® AM GARRAIM 09OW a W= BY &WOMN HGAIM 1@I GDOm n x aowaE ■ as THIS B8Ia1GATRLICNIE IS DESIGNED FOR ERECDW NO/OR Rwm.®>tmIl�A xE a IIG NSTALAI@I ON A SITE CONS RIICIED PERMANENT FOLMATIDN SMIEM ON -FRAME FOUNDATION LOADS O EXTERIOR WALL: 250 PLF GRAVITY LOAD 375 PLF UPLIFT LOAD MOD 1456 O MATING WALL: 170 WH - Vul,t (UHinde) 440 PLF GRAVITY LOAD r Evasure C fi00 PLF UPLIFT LOAD U�RKq=rR30tl�ffrF O MATING OPENING: E2AIED_[5... 90 PLF GRAVITY LOAD E 1-BEAM (ON -FRAME]: 540 PLF GRAVITY LOAD AM IS HOT DESIGNED TO BE MGM ONCE SO ERECTED OR INSTALLED. USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT 1313©90"1312©pm 000©0 �ODA©0��00000� 000©0 a0000000�oo©oo O A - MAIM I OSHE"WALL DESIGN SPECS: `3 . - 1M.72 PSF s s C - 42.13 PSF RUM D - 10 PSF O BG81lFlR YANG nom Ev O !FM VMIE1 OFv oneulGa Tml® oMXDE"ffi/ Rpaw Tm OM DtGo GFM V. MEND VA,G O0113MR00 PM O 0 ti Fa m� Hm tes awwaBGGIouI GIo F>Pdb o les O Gomm am vAm 0 O DFGa SWAB VNIG 0Iv NERTIRM Fam a la OISUL111 o FWM a leE OEGa arAR wulG amw SEAR rNIG 4 ONT INTIR RIM O o1V IGG oIn OMRRAIN G FORM ela KEEP ALL PLUMBING AND AC DROPS 10° MINIMUM FROM.ANY FLOOR EDGE. AMr EMH BE WiLM)SMgpi M s FVMGL ETK v GAEme TIE ��. TOF RIME IEETY TIE FICDH 7EWE'F,GRII CMiER G 0 p�QL.I�pl1AR�471iE GIIe lE EBMIG a a1RUCTNE (QFARE DY GM7� GA THG v/JOR ONEE71 AW�>i4ID�iGTIOB. O�ID�AI�+aaBARtE�' R RlEFFFCNR IN ADDITION N•� 7Kf7 ILLI�NIa GfG3eG ANY WARRANTY GRRFD a E BY&COG�1 IREL TO ALL OTHER LOADS SHOWN ABOVE INCL. NOiE:ALLR MPS IIMMIROl 6H FLOOR L aRumEERPDETNOa MINIMUM /O' FIRM EO6E LF FLOOR. T}IS FIN IS DESItTE'D FDR ERE:CIION AM/GR 420 PLF LATERAL LOAD AT BASE OF ALL EXT. [46 / 90 A5 flELU1RFD1 S�IEEYRII IDWIAGI ONG/SIROCNFE NSTAL1AT10J ON A 91E CONSIRUCIED PR MENTF "ON SYSIEL WALLS. AD IS NOT DE9GNED M DE MOVED ONCE 90 OEM OR MALL13X FOUNDATION LOADS U.1t Int molt OtLVVV rUK KtuU]Kt LOADS AT EACH COLUMN LOCATION GRAVITY LOAD: 1170 LBS 131 GRAVITY LOAD: 875 LBS GRAVITY LOAD: 1110 LBS ❑4 GRAVITY LOAD: 1110 LBS ___UP0FTT0AD: _MOD-ty5 Op EXTERIOR WALL: 500 PLF GRAVITY LOAD 1730-LBS 350 PLF UPLIFT LOAD GRAVITY GRAVITY LOAD: 875 LBS too t art Cu G WALL - MATING UPLIFT LOAD: 1350 LBS MRH = 30 FEET 940 PLF GRAVITY LOGO 530 PLF UPLIFT LOAD r-ACHME4VTS-TE" HS- TRUC�URE-SHALL—BE-EBMPLE-TEL - G�P�nILNG_ fi00 PLF GRAVITY LOAD SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE I I LOADS AND/OR OTHER FORCES ONTO THiS BUILDING/STRUCTURE. l J 1312©P13"®MEMM" .20 mam m .. a �000©illul0� aaaAQ00©0® s000®O�n000©0� uallnum anna0 a000©000000000t LOADS AT THE END OF EACH SHEAR SEGMENT OSHEARWALL A - MAID PSF DESIGN SPEC'S: B - 15.72 PSF an,o C - 42.13 PSF D - 10 PSF BEGIN GFNI vnlG 03M MAR VNm OOEIIIIRfO FOAM U" GIDNEIGe FGRY 0 aE OiLE DOa WAIT VANE N7 O 0E160 M M V. ONE aGI1RA..e IGIm � la aMRnE►Ge Lam ales 001M GEM VAIM 00101 KM VALD - oLrRBnGe NGm O IDS OWSIRIN" FeLm a LM OowF Mmw Lew VLIG orRREIFe wIm O BGGI GFM VAm all: o Les KAeRIEFGIo FGIm oles WARNING: CAUTION: _MwSLYAAL,gNS.LSaY MPt mNlnw[mx sx pu4 5ipTE, Avagw FmmwmL LgvF_5 gvnm, wmIAPFM pR'�irsllr u,n w5uw.mmulRL iwpi gna<,um ,mq^m im,wmgOS �55 � FOUNDATIO SITE PROARATION / FOUNDATION: TERMITE PROTOMOIN: L APPROWD CLEARANCESHALL fiEfiE NCIYGFD IWENT EIDI; iAIL.R� E501G GRADEFa RAKE IBECOa (4 ERFS E FOR GARAGE a PAID SLA®} L U{EGR a1HGTG8E 1IDRa a MER a 21 GIRL W PWAM MW RE OQG a M=PAL FINICAL (GGfL @ACE ARFN to lIE EOM. L A f4 I/s EIORI FGG.G arMALot MAI.6 NR® iliVl ILL W ^-"'^I EUMM GA11e AG ALL CGODMIE DRAW RM14UI oom &wM GIGNR III ML AL GRAY ILa1i AMY veM r MA" a G1DlI 1Fa11a w MINI (GI-GGL a IlKhM H NAL ¢ ANEO TO ALL AFM IRFAIR TIE GGalWMICIlM GAILDO G LnTaal AGAG ANY FvemRl a 1K GGaoMGRaR a A Au L 6 n TPOLY VAM L RUNNEL >d IWII TIE SOLI WE !!ALL E=tYA tGl AWL 0 YL CMP COOK ILEAC Z`T M G GULL 6 BGR M M ILL RGg1R4IAa FAW ! AG AT It ANY O.1NAT R R4111pD N76R lIC 71FA71E}1f G EGIAIIFe -Our i G3[1IE11m • ND IaIW Yi�.AlO1, B/O AmR CNGtlNq IA411, DULL aIRAEo WlG/a NOR ANY GELIEaB OORAMG YAFAAL NAL t£ Dflp ■ON fiTEFTI HIT ff ANY 7. IML4 G01QE2 IIoIEG. A ON.V. 7lTMILE 80D ! V.L LEDGER GWL MAR TIE FOUNDATION BYLAW. RDI P.T. JOSS ARE USID MM 15 SlEAROLL SPILLING WOROATIOE LKESS Ot1ERYSE SP8i7FD N THIS A PWM gU1N0 PACLAIE. OM3I11IIGD LOADS SHOAL a 11lE APADMD EAAROOR RAH DEnW ODOR AT EA01 EFD ff GCI s R fW1 (EMEND 11E FOLMAOOI SISIFII sWMEDESOEDfBfEF ro%GRTAN1/a AQOLELOOAff ALL �D MD OFi1D ILIDB TNAT MAY OOO(I N BON 1EE Hde Tr AND tFRLICAL F ANE(S). ROE lE--0OPN Sri'IEEII SHI11 BE ATFADED tFIrEDILY 1D TALE BALL S1tD5 AT EAOI DD ff Ei1W SHEAR SFaIDiT ALL. ro FOIfDA ro 1RN8R AOEOIAIE ILA4 ALL FOIRDA1101 SHAL M 090ED eY AN A i ffl% ff RR7.IDFD PROF�OIUL EtDIE'flt (ONA1E BY OIFEISJ. LREa ORERG`SE ID N NHS APPROVED DINING PACKAGE 07-FlUYE - ALL DDiALL SHFARIMRS SHALL HALE A IGI. OF REEF QI RDOt J06IS LOCATED GELM 71E �S7S'L' NO SHALL LDGTED AROW A 9HD IEAOFRAI- FAY N 7FE RLAIE ALL LOM TRANFERfED M FlD EON -SIZE, Frr OIIEAS AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS, PRO o �•8-9-18 ® 0 —Aff— uvveare 4Y�1 hi IN p � - J 33802 i UNAl- `{ 1//1111110`,` a ® � 2 �o z 7. L BEARDSLEY AVE EIM MRT. IN 4 14 (W417E4A74. DRAWN: DAUL CHECKED: N.T. DATE' 7/26/2018 SCALE: 3h8' - 4-U' SHEET: COMES F/ 200 nNGA RE L GMOE WEC: E,gw.Fo c I CIDtG ALL ILL DIOON��Jj DWS: 170 1APFF MODEL: MOD 1456 O0FMGHT O 2018 . JACOBSEN HOES SAFETY HARBOR. FLORIDA, ALL RIGHTS FlESERNED. T16E DETAILS AM PLANS ARE OOEIDUM& AND PROPRIETARY MATERIALS, DE CONUM OF THIS MAIM PMfAGE COMM CONfDEHDAL AND/OR PRIIGECED N MU71CK ANY INALRHORM USE. COPYING, OISCLASGREs OR DSIiNUROH CP THIS PAOAAM OR ANY OF THE C01fFDNS CONTAINED TIEIM IS MMY PROHEffED BY JAOODmJ HMLC AND WY M LNAWM_ MEW MATERIALS ARE PROIIDFD TO THE RECPUM FM SPECRO PIOPC4S ONLY AND SHAM NOT BE SCANNED. COPED. OR MERUM REIPRODICD AND/OR DSMW ED TO OTHM FOR ANY PURIMM WNOIIT WIREM MIITTFN ALIMMUMM MOU JACOA4N HMM THIS DRAINO PACKAGE AND ALL fR COIONTS ARE THE DMLLIME PROPERTY KF JAOORSM HOMES AL RIGHTS Rom. COPMGHT .-. ADON RANS CEM PAffrV ANY ADMOV) AND/OR THE 1=1 N xwa AN ADDITION(S) �OTi1FR IO�PROVEC. l6im 7iN55ES YAY BE 91BS7RGIFD F MAM M ROOF AHOIF. SPWM NEREII1. IS NOT DGCJmtA MH Fa AMC"A� THIC AF 01' 00� . OM Hales NO HO ntm MANS ATFAa(ES) Gil TIE IlosT sTRUCIURE Is THE salE RE�487EIun Anrtw'V' cf(C% Alpo OmI T!c MDOOxf No/DI n171mI or 9e tuffs NNC aWl OF THE CONTRACTOR -OIL RETAILER MHO INSTALLED THE ADDITION. ALL cartAwm YATFGa THIS PACKAGE ARE NASD ON 1HE YAIL A1nWI-F DESI(N ROOF ANfiE. TOTff W THE ELD RESPONSIBLE CIASIMMURAL � �M MIMATW aII✓V'V1tL �..F 2e SW p WMY �p � g,A� VIEIfMT101 PROWI ED FOR IPPDt 502 OF ROW SECTION: �Iml S VNI Nt 1YO+,fi{ 24E sDFT. - UPPER ow" WR PROVIDED �T A TEAR OIFEwml TINS ss '%K O� �A n') + 0 54FL -DEFER TiNis PROVIDED DY - a NN. ff sf6aN. xOOF TilEis REc'D (TOTAL FOR HOFa m _FOg9 - 2.44 Sa FT. TOM �ClAE3 MW! REAR MUM NO ROW WETS RM CALCULATION Haan DESIGN In FOR 7RUSSES SPACED - ,e' 0.0. LM `� � �iy.(D�'-� M181 � �A�s ) TTOOL - 10.55 � .So - „Mawt _ - SUNHAT FEE - CLASS A. BCOL - 10.5PSFLISTED OESGN WAY VARY 709EA�A�TYPICAL � OR FM tK D�MBE _ R-30 TYPICAL NS"Im SlL'ILY S15TEM. om N SO GMTY) RY A LOCATION MAYVARY NEW ( TIP PLATE ------- --- -- -- c.I Twmw/I 1r1bi .Q -------- ----------- ----- WIL WALL STUDS „c- rETGTURm 1/Y cYP9RM (TYP•) LAP/SNccomA D. (GYP.) LA SPF q YN BOTROI MILE WM TO NOTE AT OILER am" PER IM AREA. TVACAL LAY PER BY ANCHCRING DESIGNED AFD� BY OTHERS. MOOR WON I•IlAY PAM comm m ROOC Q MOOR I111100 LY LGO "NCO MIND ILLLDO D.f1C0 me Im VARIES (RffACNN. ROOt OIE16IG6) 21+ SF p MNLN WALL RP A w7m ome "It (TYPICAL) FIDOR ARTS �ST� N-9E N9ANET INSULATION (flea VAPGN BARBER REgD - SE NOTE a BELOW �� mama� L� E OF"�� MOO 1456 o CROSS-S®N SCALE: MS ROOF SYSTEM SQUARE FOOTAGE m SO. Fr. 2In SM. FL TOTAL REQUIRE) VENT (TOTAL UPPER A W" 300 (./ YAM B 4wo - 300 TOTAL UEPLR VENT ACNALY PROWIDM . L44 S0. FT. (NCME3 ONAtaS AND MIS) LN+ SLFL - OFPER DIM VENT PROVOFD 0 SOFT. - IFPEN ROOF WOPROVIDED NGL OF MK ULi'EA ROff VENTS BE ID (TOOL FIR HIM WMY OPPM VENT REARED (SOB OF RE TOTAL): - IIA0 SC FL (TOTAL REND VENT K DSO) OFFS E?NOE MTIEIIN ROYD A ACTUAL - OSS S0. FT. PASS TOTAL LOVER VENT ACTUALLY NaYaED: - 40 S0. FT. (10011DES 011A M AND EAVES) as Sam - Low oWm A EANE VENT PROV® 0 SOFL - LOM HOW VENTS MVM 0 NLBL OF bCSON 1D1E7i ROW VENTS R WO (TOTAL FOR HMO LOaB1M LOM VENT TEAMED (COY OF THE TOT4 - ,AS S0. FT. cr. REOb WR ■ ae0) DEEBIBLE wnEEN HIM A ACNUO: - 20 M FT. PAS Ulm Ito®( `mow cw P14 J SCALE: PITS MNIAUII Acrva WIM YlAS4 WNi FLEW WATER SUPPLY (11Pa BARILM REaUED 1' AR SPACE YN6W 21F ROW PEFIETER VIAL AOD-CN SAVE - PER — COSBRMC N MANUAL , EIOW INSULATION C ,S�/ FELT � ) NC HMIBOARO FROHOD FOR LOM SOW OF ROOF MOTION: ' 400 SIFT.. E01MER 01UN0 A FAME VET PROVIPONT FD A REM OWOOIH" VENTED + O SOFT.. TOYER VENTS PROYDED BY - 0 Him OF e050LL ROOF VENTS Rmb (,DEAL FOR "GO - 400 S0. FT. TOTAL MMUO 4 OHANOS EAVES AND ROOF VENTS FROM CALCULATION mOWI DOT. SHEATHRD j ------- � NEW —dt_ SEE APPROVED simucrR UL PACIACE FOR YAW. COST. (McAIj THIS SPACE omw sTa YraDW ffEWa -TIP Ci) Aut t'��, SCALE: PpIs CG6D01CII ftPER ACE 18 FInCNOSS OR DmwO (= 6V C LOE PLUS ARE LOCATED AT CO CA UPP S LOC AFD AT ALL OERS SIFPONT LOCAED BY CGDw PM T ACC IA TE AL BY A RED, PE 10 ACOOBImAA ALL LOADS LFOSD AT TIE CO LWANNA ( OF THE lE-OM soups AND SYSIEIIS ARE DESIMM AN E6TAUm BY anon ALTERNATE FOUNDATION DEEM MAY BE UTLGED YEN 090m BY A RFASIERED PROFESSIONAL DOW TO FRO,YE mUi OR FETTER 9tPQG AND LOAD TRANSFER �GY FOR RE 9'EOFM STRUCTURE NSUUM UNIT WTHS VARY. SE APPROVE) FIOCN PLAN FOR WMM UNIT VDTH(S). l® THIS SIRUMM RAS SEEN ff9GED FOR SWRN OR 26MUTM ON A SITE BLLT PEIWAMW FORDAIM NO IS NOT DENO TO BE MOMM DICE SO ERECTED OR DWAUED (MM AS TYPICAL DOUBLE YOE iO'-a'. 2C-W 2r-W. 7N-0'. 7L'-0' h 3Y-0' INCLUDED) TFF4 OETAL9 AND TEAS ARE OON ROW AL AND PROPRIETARY IWTF M& THE COIRURS 0%J —,`VIVID PAOUAM CGNTAN OOEOENOA. AND/CR Re UM LEUMMK ANY UNAUTHOO PROVIDED To THE REOPDIT FM 94ECM PURPOSES ONLY AND SHALL NOT BE SC.AfM C , OTHISV SE REPRODUCED AND/OR OLSTRBUIED TO OTHERS FOR ANY PURPOSE YATHOUT NOM: 1. ALL SIM MUST COMPLY WIN AM A-30 (Je K9 MM")- 2. ALL LAO SCHISM MUST COMMY AM AM A-307 S FOR FOUNDATION SMODIICS. REFER TO RE FOUNDATION PLAN DMINM MD EN@FIIBD BY OTHERS 4 ALL FASTENERS INTO TREATED WIBER SHALL BE APPROVED FOR DWAUATON INTO TRFJOm LDMBM S. *M RE AREA BENEATH THE BULDNO/STRUCIURE TS ENO OSE MN. B MI. POLY VAPOR BARRIER RECb OVER AREA MOW THE BUUDQAi OR STRUCTURE (01-97E BY O11i7tS1 THIS VAPOR BARIII R IS REnIIUTED BY JACDLSEI HOYFS GARDIES: OF LADE R[�JUMENTS Mw �A �iCA�0N5. QD�tW-THE VAPOR WU. EFFECT . nucc APA OR N — FIOCN IEVFL u1Y I= SE CO SL MANUAL C-4 �r PUNSTER ROOM B LOCATED AT eP CA MAX SPACD AM AT ALL aWmM N TIE SDEW LL NEATER TTWI NB'. ALL TE-OOM STRAPS AND ANCHORING SM W ARE DESS ED AND NSTAUm BY OILERS ALTUOG7E FOUNDATION ®SITS MAY BE UILGED fm OESICED BY A R8S'C7FD PRGF59QUL ENDANGER PR01DE EMM CA BETTER SUPPM AND I= TRANSFER I'M THE S ECIRCALL STHIUCTTLE NSTAUFD. BY AN I�UCfmCT OR EMSTEERM E�RERS)L �SEARYULL SMCIRC NRWAnCt oWIRLW Incas Saw a 71E AFERa4m FtnDR PWN �FA0131ryOOCIR A7 FACT RO ff FACT SETA WALL B ffGIEIE9N(f3m (BY� m �_ r Ara r ACCOMMODATE ALLANQ MAY OCCLI N BOMB THE HftROMi AD 1FRIIML R/JE((S� TIE TE-WM SVSB71 ML BE ATTACHED ONEDRY TO TTE WALL STIRS AT F/161 BO ff E'AAI STEM SFD g ALL FOUNDATION TO FUBaAVO fLAYL ML 70 7RNSFFR f Am A E mpx OR RECS ERED Nl6FS9WlIL QIQiDt ((G1-91F. BY OILERS). (UNESS mom MM MSE ON TFE M40YED RAM- . EibdSS�UARA�ff THGJGTMM )JE 911E SCDBHWNIERNE UNLESS 07HERVASE NOTED IN THIS APPROVED BUILDINQ PACKAM JOIST HANGERS ARE NOT USED IN THE CONSTRUCMCN OF THE BUILDING 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 1 1/2' BEARING ALL FOUNDATION DESIGNS ARE BY OTHERS INA IV/ 'OFF' FAKE UN74 ME FACmRY 7RANUIOR7AlON CYeYR S mA Rom m FROM TIE STMCRM DIME THE [`6�W BLLRman NSRWATICII 'CIA FRAIE UHF. THE FACMW IRAWMATION CVe+1ER S LEFT ATTACH® 70 THE SIRIXTLE AND IS UTKM AS A STRUCTUR& CGPC NET OF RD6t SYSIUI AF18t ATE NSGWDW Or ATE BI!•DLD/S>ROOO>RE CoNsmucnoN a PICiIFICATIONS: •�- nr• IOTK NL�1 6 AIOF! rm• rt).— .•n MA1:01 III f YK NB®l OF EIMIl6 ADM 1 ARM A= IWL ROOM .TONE L/ W4 P R1 NW I LA7 m RO00IDWIa OK M-Y Otl/ILF.A mm OurL F3WI IONII IY "m TZ nm0.D"JY WAONa LIMaOaL nom OwKM 1C 04 PC" .�A M/LY m al IUWOaI NA Pam CEMM M .M., / �.n.� / men - . ELDEOL DID2 it Wi F3 SWOON PLAN COU 2.lW 43BOOB -OPAOI- MM WL NLLARaN IM lQ MIL ODRYJI ow EIM WEADM 7hM' MA OR TMO MID 1 % OMM SOPS - FOAM OW M DOM NG:OIF cam OYaD at W aASM mom ue D2 WAIL PRIM Vf/ATCQAVAIL L71rJ Male man all mum. CIIPJ CONa ID01E01/1' I1RaY OIvJ IIOQ NaLA1W ICAO@ 1A.m IVY OIL aU,QTJ aLlnm Nm OOEwTA1w OIEAMM 7/IS MA MID mmm VOID,fAL'O) iM69 IILIOOM. Hatsr RTIDIICIL IIM .... ne aA1ALi ••� 0=0 FCOAA I An SmOQ AA WAD ,DEN TO INOW CAUM MIL TOM. IEFD TO DOW CAM Imo II A OF Im1 GQ! I Q FIER I AIMM f T TUT TTPW OEM m Dow emn GAY T:Til IBM TO DOW Cum RTIw• u �DC11.®EO.fL'mUllCf. NLEW or RA7Q f / Q AOCS7E LAVA 0 / ILOONE GAO• t/ ItE�E f P OF WATER HEAMM I Q AUMSME SAM 0 / Q [aNDAID WATEL COSTS 2 / IEOOC CAR 41ANO 3 WATER REAUM Om ND "EON / OF SDLDA D LAVE f A Q ACC6l6 WATER CLU M 0 / IDIaR f WAYD WAM TWO OISTID Aloe nam OR DSTIMUSCN OF THIS PAOCAM OR ANY OF THE CONTENTS OCNT/1LED T IMX S SOMY PRMMM BY JACOBSE N MOMS AND WU{ Y BE AW L. THESE MATERIALS ARE AUnIWON FRO, QATIJACOBSTN ROAM THIS ORAMM PAOUOE AND ALL Rs CONTENTS ARE THE EXCLUSIVE PROPEWIY OF JACOSSM HMM AL ROM RIESDIVm. Cd'DEDNT DN ROM To AIMVED COSTRUMION PACKAW4 M FOR FASTENING 3 ROOF S"A&T N^G- t4 SCALE: Pins AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVfp 0 to YIN 0 8-9-18 NO .� W , S ITT iaax � 40 PW IROV• 4TIT-3177SCIME Q CO LES W/ 2M7 RLRDA RES CODE INGGOM ALL Gth EDITION <3 A �p;:• �V iN �R 7001. 6FAYOSLEYAW ELKHAW, IN W1+ 1g+110+07s r as O 5 DRAWN, D VjL CHECKED: LLE DATE: 7/25POIS SCALE: SHEET: 14 OF 15 WEC: FxpD C DWS: 170 MPH MODEL: MOD 1450 COP, - " 1 7018 . JACOBSEN MISS, SAFETY HMMR FLORIDA. ALL FNns REWIVM F ANY ADOIn S) AM/CR THE AREAS) N WHICH AN AOWnON Sy �CtCy� Vy�p MAY BE SUBSTITUTED F YA7WHIY ROOF MIfiLF SPECIFIED, HEREIN, 4S NOT DfC�FD. AF` 7HE CO Tb 111E HOST RETAILSTRIJER MtE IS THE SNE ALL CALM CONTAINED WITHIN DOS PAWAfE ARE BASED ON THE MAX AUDWABLE DESIGN ROOF ANDUS �D. N THE twamACTaR OR RETAnER W110 NSTAt1ID THE ADDITION.g ��, a sff LNIYIY p!� PHWkIFR RAL (nP WNI FOLIDATION PLANS ARE DL9RED N DI ER& &WMSiM NO= NO Im MM PARR _ ARIWM AMCM ALONG YM M NOERC7 NO/011 DID M IF ME BOND RM SMALL UGH LE HOLD IEBPIINSELE E LLME FOR DE MM41 M DFSIN ANDVCM OQ6AENDN. RIFORMA ICE R ME kEVRsOewnED SORICMAL OMrOMMM AND eYDCe IEEATM THEMM hN oo 11f, TON (9 0 R— � MS(TEAnGI PROVIDED FOR UPPER 3N OF ROff SECTM - fr4g l 0,0. �1 244 MR. - UPPER OnANO TEAR FROIDED (FRONT k REAR oxoTNAFICS) ----- T3 tl' Ff ROM (Tw) + 0 SUL - OFFER WNFS PROMED Or 0 UK OF NECIR ROW WKIS REM VOTAL. FOR NCFq _ IID00EED - a,s sa Fr. TOTAL pNaEDEs FRONT k REAR otuxes AND ROOF wDs ERa waEAnaE aim ---- FESIN LOADS FOR TRUSSES SPACED - Ir as m q� rIGt M� pAt�D(� Sal -PSF TCDL a . ss ss ETLDINN FFE - n.ee k aaERD BOND BmL - 146 Pg DESIGN MAY1R VARY .p �y'1 � 0 �1 gWt' A" M'� 7/16' APA RATED W " TYPICAL. TRUSS CSA 113S-E; ASIM D]IM. CASs P. �� a �N BIDW NSW1nDN ROOF SHEA71N0 (>WAa R-3D H1( MAY (E HDlfl•D N FOOD iMil'AL NSIMTFD HASTH ro IFJI ON�1JD-ESa1 P tD/ FELT (OR �IIftJ SUPPLY SYSTEM. M W"M 0 ' (e:Ditt N avT°j ivAc sDE LAYaET. k LOCATION MAY VARY VENTILATION NDMM FOR LOVER SOS OF ROOF SEXTIC! WIND (man iN MUE T 40D SOFT. - LOVER ONNIO k GVE VFM RIOMED PONT k REM OVERMU NGS) (SnDs ote• D.C.ro NEON mx ---___-- - ----____-- ____-- ------- . + 0 SOFT. - LOWER VEKM PROVIDED BY - 0 HRF. OF IStBDN. ROOF VEMIS RMID (TOTAL FOR HOME) TILsgs - ./ t 1 MAX aFF� _-- -- -- ___________ O - 4NE SO Fr. TDTAL OICLUCE CHAFOS FAVES AND ROOF VENTS FROM raLCULATIN BELOW) MN. WALL SRC kt N _ _ TL�D T,oNr (TYPICAL) LAP/STUCOO/MARDI. (,YP.) 2.8 SPF 03 WL BORN PLATE FOR SNF'RNG PURFDgS O(LY (FRAME REllM ffFOAE MTAI(AIION) — MOCIR ImI K.III Evora mTM¢ m I::Je R Rm1 N4 MR. eu Moo nor ME tN4 MRo WMo as MR. 1OrTLHE1 1/r GYPSUM crw.)- a J LNT 10n1 VARIES ( Acn1ALRnoR�uExBo�iNsy� N SPF 1 WMUI MATH WALL TOP k BOTTUM FLAIM / I I FLON JGe."mm) �I_� a u�•����.:r—.�11 a^�., u:-au^■ S � y I MOO 1456 Pis SCALE: Mrs ROOF SYSITF SWAM FOOTAGE FID S0. Fr. m SO. Fr. =& REARM MIT (TOTAL LPPER k LOM wo (. VAPOR eM3OR) 300 TOIN. DIPPER VNIT ACLIALLY PROVBM - I" SSE FT. (INCLUDES OHANGS ND VENM WON UPPER VIDR Rem= (DON or BE rsss.aws x-Ilssv ceevn A. 244 SW.. IEiiA OHANO VENT PROVIDED 0 SOFT. - DIFFER ROOF VEIM FROM 0 TNIL OF UDSDR IRiIR ROW VANS RMD (TOTAL FOR HOE,) - FAD SO Fr. (TOTAL Ron VWNT . asel TOTAL LOWER VENT ACTUALLY RROVWAA - 4.OS SO FT. (NNDES ONALOS AND EAVES) 4AD SDET. - LONER CHAINS k EME VIDR RROMCD o SOFT - LONER Roll M NFS PROLED 0 lAEL GH lS SULK lWF]R ROW VDOS FWD (VOCAL FOR HO E3 M MM L EIR VEER MUM (ODE O' THE 7014 - lAE sa FT. fr IEOD VENT . oA0) DIFFERENCE BETWEEN FWD k WWAL• 2A SC FT. 4 " ROOF VM OA (nPa M"MUM GYPSUM CLASS FRESH WATER SUPPLY (TYPJ ammm AL crvp4 ---I BOARD (TIPJ THIS c�aNs .611A0 1F RmR �DIp1R�O�D) �m UNIT WRIS VARY, SEE APPROVED FIDN PLAN FOR SPECIFIC UNIT 1010 ). THIS S11RI1CIIRE HIS ffDM C9GE0 FOR ERECTION N NSTAU71011 ON A SITE BUILT PERMANENT FOUNDATION AND IS NOT DEMO TO BE MM GLEE M EIWM OR INSTALLED (SHOWN AS 71RCL DOUBLE ME 20-W. 2W-W 2W-0•. 28--0•, 20-W k 3r-W INCLUDED) _ NOTES: 1. ALL STEEL MUST COMPLY WITH ASTM A-35 (38 IM MINIMUM). L ALL LAD SCREWS MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION SPECIE= RUM TO 'ME FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS 4 ALL FASTENERS KID TREATED WIRER SHALL BE APPROVED FOR DWA LAnO N Nro REATED UUMBER. L WHEN TIE AREA BENEATH THE BUEDIND/STRUCWRE Ls EN LZ% MIN. O DEL. POLY VAPOR BARREN REp'D OVER AfffA BELOW 7FE BUDDING OR 51RUCNRE (ON -SITE, BY OTEQES n05 VAPCt BARRIER IS BECALM BY JAC084N HOME 11F CODE FRECUOEMQNiS STPW,FT nONs GETTING THE VAPOR BARRIER WILL EFFECT I.AL>QAUTv tcR:oSn ro IUIa Urn Iw .urm4V u:>ucc RNRE FEaMtro 1' AR SPACE MOAN 214 ROOF PERIMEFDR RAIL •—���� ADD -ON EAVE - PER ron �� Ca sOwnON MANUAL II �� ? 3802 0 t �� .�—A VENTED Mr. SHEATICK SEE APPROVED STRUCT FtAE PAOLAEE FOR WALL CONS17. iL STO 1WDOl OPETNO - TOP SpAco omm �" to ""°" SCALE: Nis AAA OR �W LEVEL. LIE C-4 m NEARVA L EMOM INFORMATION, OVNFDIJJREHrAMMEoEsSL�)aos SOW N 11E: ARRGvm FLUOR vu sEaENn OCCUR ASELTEACH TUCG TIDE FOFODRDDAnNNSNSTEM sxAu LE DLVGEn r o1 10 SLIPPM A D/N AOCaWDATE ALL AND DEAD LOADS THAT MAY OCCUR N BOTH 71E HQOQiIAL AND VFIriIC1L PINE(SZ THE 7E-OM SYSTEM BULL BE ATTACHED DEEDar ro nE Wu I STIRS AT �EAON/ ETD OROUNF EACH BEAR SB.INRT AjLL�ETLr10A1�S151N54W OF DY A N LEWIT RED ERGE�IMNL. ENGINEER (N-B1ME.�LOr ON34 �RAME� D Er°EOBE�uL°1B E BNLL HOVE AWL OF t1REE F1DN JOSIS LOCATED BELOW TIE SEARWAU. ALL Laos TO FOUNDATION N-St� BY CUM UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE. MST HANGERS ARE NOT USED IN THE GONSTERUCTION OF THE BUDDING 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 REFER ro APPROVED CO6DEICHN PANAGEACIAES FOR FASTENING 1 1,W BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. m� 'OF FRAME UNIT' mA [`�lW •N FRAME LM•: THE FACTOR TRN SPORDI IN CARRIER IS LEFT ATTACHED TO TIE SWDCTIRE AND 5 UC® AS A STRUCTURAL CO POET OF FLOOR OF WDNO/5'ONICTl1E. AIIATWI - ..IF. MAeIEA IIDDa ] DEL. R NNE am 1 MWNE ADE WL ROM .mi! LJD !F A ROM llaum& Mm CRAM I worm r IRIW 7YFL0 IBA RaR DDOao topr m a RY.DtD RDaI 001p1a LND/IMCIOAIR f7 .N„ I rs FIDaW Jost WAOY ie CA ram A me NA Pam1 Dalm MA F.TDaaT anDk a >ff P ETTWI RAE D]ED a sf A !a0@ MPADT. RUM WALL I IL AXIM W-m 1R ATE QMJt a A A OR. aEAVRIm 7/IC AM q TIDE MAID DLO =0 VM. - FONT DOE ILL DOM Tale mE W. WALL IEEE LMATIIIOm/NNR XJ MMU LIVE a IETAL (M.) mEY 7QIam 7/! ORGY T:p� MDR EWIDM R.L OLME Ia MDT eOeICI1RtN. (OPTS MDR anIM 7Ar APA MID m sm IRRWTR.AL Q) 7 RIDICB 7NE9 RA00 U' OC ... •"a paACI ..Q OTOCIID RIIROI AR emn0 Ap tYFD IETOI To now aLC WL Em low m ROM axa Lam u I R RSD OIM4 2 TUT TIM W O To ROM WAR IRRr Tm IeRR m DERD7 CVL! IEOeWA u I R R71RN OBRk t IeReEaa A m�a .ss..m. HEED R eVW6 ! I R ADaE9BE LATER 0 I McM01E film./ Lef:aE ! I I R AMMO Mli@ 0 far RUM= MILL as M ! 0 LEDGE CARR y LLa1D ! WA HUM sm 0 GALLON R STAMM LAVs ! IOF AOaL1tE amm aAmm 0 01411m ! TTER MUTER TM ELECM ROOF Sla r,1NM �i5 SCALE: NTS kPIPROVAL STAMPS: p,PPROVfo • M p p p 8-9-1 8 oy Mall r D n..m� t z ID -....�- NO N- ���� solar TOE: w yFR yyo.� P CgRTER .uareu ID PS Yati4ADO14DN1 ' •iFL��."I ��EA 1Y°`.1O01.om. IS' �'e'm••®rr woar7i:a COMPILE W/ 2017 FLORIDA REEL COOT INCLUDING ALL Etn ENT N AV s ® z : 7O0 A. DTA.D:IFY AVI ELKMA"'IN aC:4 1374I lama EMWNF _ _ __ MIN. CHECKED: M.T. DATE: 7/28/2016 SCALE: 3/1e' - 1--0' SHEET: WEC: EfgrO C DWS: 170 MPH MODEL: MOD 1458 IRy Sa I THESE wrALS AM BANS ARE comsmim AMA PROF mARY MA1WAL& THE CONTENDS OF THIS S MAIM PACLACONTAIN CONFIDENTIAL AND/OR PRIME® INFORMATION. ANY MAUTHICR® USE CCP fM Rtnroev at DISTRIBUTION OF THIS PANAM OR ANY IF THE CONTENTS CONTAINED TERSK IS STRICTLY PwfBOE TED Or JACOBSEN HOMES AND MAY BE AWFUL. THESE MA70MS ARE . PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY NO SMALL NOT BE SCANNED. COPED. OR OTMERWSE REPRODUCEDAND/N DISTRIBUTED TO OTtERS FOR ANY PURPOSE WTHOU® T OFRWRITTEN AUTICRGATIN FROM JACOOS N HOES THIS DRAWNO PADCAM Aw ALL CS COTE ETLT CONTENTS ATHE USM PROPEM OF JACOBSFN MOMEg ALL HOTS RESE1am. COPYRIGHT MAR COPYRIGHT Q !MB JAOOBBII ONCE; SAFETY HARBOR. FLORIDA.LOALL RIGHTS REgAVE6 L ICI Project REScheck Software Version 4.6.5 Compliance Certificate M-1456 Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area Glazing Area Climate Zone: Permit Date: Permit Number: 2017 Florida Building Code, Energy Conservation Fort Pierce, Florida Single-family New Construction 816 ft2 17% 2 (490 HDD) Construction Site: 52ND BEACH BLANKET CIRCLE PIERCE, FL 34949 Owner/Agent: P,pPROVF, —9_ 8 ? ;0 1 U) CARTER *1P Designer/Contractor: Compliance: 37.3% Better Than Code Maximum UA: 284 Your UA: 178 Maximum SHGC: 0.25 Your, SHGC: 0.25 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies 816 30.0 0.0 0.035 29 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. 1,098 19.0 0.0 0.060 54 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 141 0.300 42 SHGC: 0.25 Door 1: Solid 22 0.300 7 Door 2: Glass 41 0.300 12 SHGC: 0.25 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 816 22.0 0.0 0.042 34 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in REScheck Version, 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gage Jones CAD Tech. 8/7/18 Name - Title S' na re Date Project Title: M-1456 Data filename: C:\Users\gjones\Desktop\M-1456.rck Report date: 08/07/18 Pagel of 9 L Scheck Software Version 4.6.5 I I spection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation ments: 0 0% were addressed directly in the REScheck software he "Com ents/Assumptions" column is provided by the user in the REScheck Requirements screen. For each lent, the j1ser certifies that a code requirement will be met and how that is documented, or that an exception claimed. ',here compliance is itemized in a separate table, a reference to that table is provided. e 'on # Pre -In pection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions Req.ID 133.1, !Construction drawings and Xcomplies 133.2 !documetation demonstrate ❑Does Not [R1]1 i energy code compliance for the building envelope. Thermal ❑Not Observable envelop represented on ❑Not Applicable construc Jon documents. 1 3.1, Construc ion drawings and ,Complies Equipment 1 3.2, i docume co tation demonstrate ❑Does Not ;Mechanical 403.7, 403.8 energy ;lighting and de compliance for mechanical systems. Not Observable On Site [ R3]1 I Systems serving multiple ❑Not Applicable - dwelling ,units must demonstrate complia ice with the IECC I Commer ial Provisions. l 302.1, 4)3.7 Heating sized per and cooling equipment is ACCA Manual S based Heating: Heating: Btu/hr Btu/hr DComplies ;Mechanical :❑Does Not Equipment [ R2]2 on loads I }Manual J 'calculated per, ACCA or other methods Cooling: Cooling: Btu/hr Btu/hr : ;%Not Observable On Site } approve by the code official. I ;DNot Applicable ; 3 4 2.7:, 3.7 Heating !sized pe nd cooling equipment is: ACCA Manual S based Heating: Heating: Btu/hr Btu/hr :❑Does :❑Complies Not Mechanical Equipment [PR2]2 ; Ion loads Manual J calculated per ACCA or other methods Cooling: i Cooling: :XNot Observable On Site 1 } approvedi by the code official. Btu/hr Btu/hr ;❑Not Applicable ; i Refer to 403.7.1 for full details. Section # Foundation Inspection Complies?° Comments/Assumptions & Req. ID 363.2.1.3 {A protective covering is installed to ;❑Complies [17011]2 protect exposed exterior insulation PDoes Not and extends a minimum of 6 in. below ;❑Not Observable grade. XNot Applicable 403.9 ;Snow- and ice -melting system controls;❑Complies ['FO12]2 S installed. ;❑Does Not ❑Not Observable XNot Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium impact, 2) 3 1 Low Impact (Tier 3) Project Title: M-1456 Report date: 08/07/18 Data filename: C:\Users\gjones\Desktop\M-1456.rck Page 3 of 9 ectiori # Fra min / Rough -In Inspection Plans Verified, Field Verified Value Value Complies? Comments/Assumptions Req.1D 303.1.3 !U-factor of fenestration products_ ❑Complies [ r R4]1 .are dete,mined in accordance ❑ ; Does Not with the ;taken FRC test procedure or �'��'❑NotObservable ; fr m the default table. f ❑Not Applicable 432.1.11 ;Glazing -factor (area -weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 4 2.3.1, !average',. �01]ioes Not ;table for values. I 1 1 I 402.3.3, UNot 5�03.1.1.1 Observable [FR2]1 ; i ; ;❑Not Applicable I I I I 432.1.1, ;Glazing HGC value (area- ; SHGC: ; SHGC: ;❑Complies ;See the Envelope Assemblies 432.3.2, ; weighte average). :❑Does Not ; table for values. 4 D2.3.3 I I 1 I [[:R3]1 ;❑Not Observable ; 1 ❑Not Applicable I 1 I I I t 1 I 4 2.1.1, ;Door U-f ctor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 4 2.3.4 i :❑Does Not ;table for values. [ R1]1 ;❑Not Observable ❑Not Applicable 4132.4.1.1 ;Air barri r and thermal barrier ❑Complies [ R23]1 l installed'i, er manufacturer's ❑Does Not - ; instructi ns. G ❑Not Observable ' i ❑Not Applicable 4132.4.3 Fenestra on that is not site built f E; ❑Complies ; [ R20]1 I is listed end labeled as meeting ❑Does Not -� �AAMA / pMA/CSA 101/I.S.2/A440 ❑Not Observable or has in 400 that iltration rates per NFRC do not exceed code ❑Not Applicable limits. 4 24.5 IC -rated 'Iecessed lighting fixtures� ❑Complies �[ R16]2 sealed at housing/interior finish ❑Does Not and labeled leakage to indicate <_2.0 cfm t 75 Pa.' f ❑Not Observable ❑Not Applicable 4 3.3.1 Supply a d return ducts in attics A14-r,. '',❑Complies [ R12]1 insulate >= R-8 where duct is ;�:'' ❑Does Not >= 3 inc p es in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return d acts in other portions of ❑Not Applicable ;the build ng insulated >= R-6 for diamete l>= 3 inches and R-4.2 Ifor < 3 inches in diameter. 4 3.3.5 ;Building lavities are not used as"�`� ❑Complies ; [ R15]3 ducts or Illenums. ❑Does Not ; ; ❑Not Observable ❑Not Applicable 463.4 i HVAC pip'ng conveying fluids ; R- ; R- ;❑Complies [ R17]2 i above 10T °F or chilled fluids !❑Does Not f Ai below 55I°F 1 1 are insulated to ;2:R-I I ;❑Not Observable 3. :❑Not Applicable 4 3.4.1 ; Protectio i of insulation on HVAC ❑Complies [FR24]1 piping. R` ❑Does Not # ❑Not Observable ❑Not Applicable 4 3.5.3 , Hot wate ' pipes are insulated to ; R- R- ;❑Complies ; [FR18]2>_R-3. ;❑Does Not E I 1 I ;❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact'(Tier 2) 3 Low Impact (Tier 3) Pr ject Tiitle: M-14 6 Report date: 08/07/18 D ota filename: C:\qsers\gjones\Desktop\M-1456.rck Page 4 of 9 r- (11 Section # Final Inspection Provisions Plans Verified Value' Field Verified Value 'Complies? `I Comments/Assumptions Req.ID . , . .. 303.1.1.2. :Ceiling insulation installed per °� : ❑Complies; 1,303.2 : manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every ❑Not Observable 300 ft�. _ . ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [F118]3 mechanical and water heating a ❑Does Not systems have been provided. ❑Not Observable t ' . ❑Not Applicable �401.3' An energy performance level n ' ` '� t. x ❑Complies (1`133 ]2 (EPL) display card must be f ; ❑Does Not completed and certified by the before final -]Not Observable ' builder approval of the building for occupancy. I ❑Not Applicable u.. Florida law (Section 553.9085,�' ; Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract I ' for both presold and nonpresold 4" = I residential buildings. A copy of the EPL card form can be found in Appendix C of the "FBC, Energy Conservation". 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, d ; ❑Does Not table for values. ; ❑ Wood ; ❑ Woo ; 402.2.2, ❑ Steel ❑ Steel tlNot Observable 402.2.E ; Applicable [Fill':❑Not I I , I I I i III I I I I 402.2.3 IVented attics with air permeable " ❑Complies [F122]2 insulation include baffle adjacent 5 ❑Does Not - " Ito soffit and eave vents that extends over insulation. , U w - . 4 ❑Not Observable s ❑Not Applicable P . 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 ! insulation >_R-value of the ;❑Does Not ; l adjacent assembly. ! ' ;❑Not Observable ; I I I ❑Not Applicable 402.4.1.2 ; Blower door test @ 50 Pa. <=7 ACH 50 = ACH 50 = ;❑Complies [F117]1 ach. ❑Does Not !I' I I I I I ;❑Not Observable ; ❑Not Applicable 403°.1.1 Each separate heating/cooling "' ❑Complies [F;19]2 system has a thermostat ❑Does Not ❑Not Observable ; # ❑Not Applicable 403.12 Programmable thermostats �❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to Not plicable code specifications. a' 44 Heat pump thermostat installed 7403.1.3 ��� lies ❑DoesElCompNot 'c {FI10�]2 on heat pumps. ; ❑Not Observable ❑Not Applicable 403.2 ' Hot water boilers supplying heat - ❑Complies [F126]2 through one- or two -pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable , temperature based on outdoor lv A, t temperature. I 11 High Impact (Tier 1)12'1 Medium Impact (Tier:2) 3 1 Low Impact (Tier 3) Project Title: M-1456 Report date: 08/07/18 Data filename: C:\Users\gjones\Desktop\M-1456.rck Page 7 of 9 Sectio # Final linspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 03.3.2, ;All ducts air handlers, and filter ❑Complies 03.3.2.1 i boxes s hall be constructed and ❑Does Not [ 124]1 ;sealed it accordance with Section Comme �;cial 403.2.9.2 of the Provisions of this ❑Not Observable w ❑Not Applicable code. Ali handler leakage designated by manufacturer at i <=2% of design air flow. 43.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies 1012 7]1 i determi I e air leakage with ft2 ft2 ;❑Does Not either: R ugh -in test: Total leakage easured with a❑Not Observable pressuredifferential of 0.1 inch ; []Not Applicable w.g. acr ss the system including ;the man facturer's air handler lenclosur if installed at time of test. Pos ,construction test: Total leakage measured with a pressure differential of 0.1 inch w.g. acr - ss the entire system includin the manufacturer's air handler nclosure. 433.3.4, Duct tig iness test result of <=4 ; cfm/100 cfm/100 ;❑Complies 4 3.3.2 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not [ 14]1 <=3 cfr-1100 handler ft2 without air :. 25 Pa. For rough -in ❑Not Observable nests, ve ification may need to ; ;❑Not Applicable occur du ding Framing Inspection. Duct tig tness verified by testing fiance in accor 'ANSI/RE with NET/ICC 380-2016 by either in ividuals as defined in (Section 53.993(5) or (7), Florida Statutes or individuals licensed as set fo h in Section 1489.1051 )(f), (g), or (i), Florida ;Statutes to be "substantially leak: ;free" in accordance with Section ; I R403.3.1 4Q3.3.6 Air handl1ng units are not 3 s❑Complies [P133]2 installed n attic. a ❑Does Not ❑Not Observable ; j �❑Not Applicable ; 403.5.1 Circulati ig service hot water ; ❑Complies [ '111]2 systems , ave automatic or❑Does Not accessible manual -controls. ❑Not Observable ❑Not Applicable 403.5.1.11 Heated i4later circulation systems ❑Complies [ 128]2 have a circulation pump. The ❑Does Not system r turn pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are Vint. not pres Controls for ra 3 circulating hot water system pumps s the pump with signal art for hot w ter demand within the I occupanC�r. Controls automati ally turn off the pump x i when wa er is in circulation loop { is at set- pIoint temperature and no dema d for hot water exists. 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Pr )ect Til le: M-141,,6 Report date: 08/07/18 D to filename: C:\Plsers\gjones\Desktop\M-1456.rck Page 8 of 9 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions &: Req.ID Value Value ,403°.5.1.2 Electric heat trace systems ❑Complies [F12`9]2 comply with IEEE 515.1 or UL ❑Does.Not 515. Controls automatically ❑Not Observable ; adjust the energy input to the _ ❑Not Applicable heat tracing to maintain the �a . desired water temperature in the ;� { piping. '403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that .` ❑Does Not pump water from a heated water _ , ❑Not Observable supply pipe back to the heated ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls° � that manage operation of the pump and limit the temperature a of the water entering the cold ' water piping i m to 1049F. 403.5;4. Drain water heat recovery units �`;� h�� u'xr�px° ❑Complies [FI31]2 tested in accordance with CSA� ❑Does Not B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one ' or two showers. Potable water-��k side pressure loss of drain water heat recovery units < 2 psi for individual units connected to . three or more showers.:. ; a '403.6.1- All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable , and air flow limits. ry �y ❑Not Applicable 404.1 ;75%of lamps in permanent `;° ❑Complies [F16]1 :fixtures or 75% of permanent ODoes Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low -voltage , ❑Not Applicable lighting. � �` 404.1.1 ;Fuel gas lighting systems have ❑Complies ' [F123]3 ! no continuous pilot light. = ` 1 � ❑Does Not ❑Not Observable ' ❑Not Applicable I` Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact -(Tier 2) 3'1 Low Impact (Tier 3) Project Title: M-1456 Report date: 08/07/18 Data filename: C:\Users\gjones\Desktop\M-1456.rck Page 9 of 9 --RE: -Y-0 A P R 0 0, 8-9-18 0 w I - IT CARTER ID,',MFT�O�.; Eplratior J? P, -1 1 ........ '-p RX Mitwfadtured BwMo-6 Pogrom, 1940' Roo mume street Ta-ahimea, -- SawaamI1077.2 ft& 850,497.1624- r?M-SSOAt404138 I - 61 6(66m-606h an. the Florida, ,rnUkacv:rnaar+ aplltlar far.i' local Kick SootC?ovemor "'Ol M MA'U', N" T" PpPROVED 't M PRAN-TIATIM R-9-18 i �mc,, llstg CARTC2 ER DE :94 c aIV". u oijlh al -A 1 W-, .AUU. L-ri JR, _4 0 APPLIC FOR HE ON ENGINEERING ING AND COOLING JA OBSEN HOMES 901 4th St No' h Saf tv Harbor I FL 34695 PpPROVFO 8-,- 9-18 N Mar ufacturer' Model #: MMCP-3078-M1456-R-14 HVAC Syste Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Prepred By LaSall Air Systems 713112018 (Method & Output U 2018) All rig is reserved: his information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this I age are based on design standards set forth in ASHRAE arid ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located Y for be 3t distribution ased on Manual T. Design calculations are based on ACTUAL orientation. Room loads may vary based on actual conditions. I ENTIRE HOU E VALUES - DESIGN ZONE: FL, Region 2A FBC (2017)/IECC (2015) 30N Latitude COOLING LOAD: 19,888 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48%'and Inside reduced to 75 ° F (23 C)/ 50% HEA1 ING LOAD: 18,357 Btuh based on outside temp of 17 ° F ( -9 C) with inside temp raised to 72 ° F (22 C) Cravylspace is n t heated by the primary air handler. Actual UA = 200.9 Max UA (Table R402.1.2) = 237.6 Use net wall area, not gross wall RUC Total Cond. Floor Ai Level 1 Ceiling: Prima Wall Area: Secor dary Wall Are TOTA Low-E winds TOTA S.G.D. TOTA Glass Block TOTA Shaded Win TOTA Doorl Area: TOTA Door2 Area: All Glass % of Floor All Gle, ss % of Wall: LATENT GAIN: Mech. Ventilation ROOM BY F Heat Ating Furr Actual f ROOry NAME Living oom Bedro m #1 Bath # Bonus Rm Kitche Bath #1 Den )N DETAILS & U / SHGC VALUES.: (22+Non-ins Rim -19 - 30) a: 816.00 s.f. TRUE Outside Perimeter: 122.00 ft 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. 894.52 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): v 124.72 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 40.00 s.f. Exp Floor(U): 0.044 , INFLOOR DUCT AREA: 4.22 s.f. Low-E wi ,0.350 / 0.28 ATTIC ;DUCT AREA:-- Ow 12.50 s.f. S.G.D. 0.480 / 0.39 EXT. DUCT AREA: 22.03 s.f. Glass Bic 0.630 / 0.51 PEOPLE:' 2 0.00 s.f. Shaded )i 0.790 / 0.05 FIREPLACES: 22.24 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 16.52 % Door 2: 0.670 DUCT LOSS: 2894 Btuh Summer Infiltr (7.5 mph): 16.2 cfm ( 7.6 Us) Altitude: 40 ft Winter Infiltration (15 mph): )M VALUES: 100 deg A/C Exiting: 48 deg Ling and cooling required in each room and Set to maximum of either heating or cooling HEATING COOLING CFM LOSS (Btu) GAIN (Btu) DIST c 5,733 7,298 251 c 3,470 4,188 149 c 1,788 1,572 57 h 1,001 707 31 C 1,760 1,770 64 h 1,116 960 34 c 3,489 3,392 121 Cooling Air Values for 2 ton unit CFM Btuh 265 7,712 152 4,421 65 1,903 61 1,760 66 1,931 59 1,706 148 4,314 TOTA IS I' 18,357 19,888 708 817 23,747 0 Heating Air GREEN ORIENTATION Net Roof Area (less ducts): 753.5 s.f. n/a Duct TEL 0.125 335.9 ft 0.125 0 S.F. @ 51 TD/ 29.8 TD 72.38 S.F.. @ 95 TD[94.1 TD 143.99 S.F. @ 95 TD/ 49 TD 3081.3 Btuh Total Appliances 0 1967 Btuh 3410 Btu h 26.6 cfm 50.1 cfm @ Semi -Tight 542.5 FPM, max velocity in trunk #: 3 0.20 Max pressure at A/H Values for 30 7.5 KW 90 % Gas/Oil Elec CFM Btuh E Btuh 256 8,756 8,298 147 5,019 4,757 63 2,161 2,048 58 1,998 1,894 64 2,193 2,078 57 1,936 1,835 143 4,898 4,642 788 26,960 25,552 Maximum A/C capacity Calibrated Blower Test Btuh (alt adj) 10,356 5,930 2,561 2,369 2,599 2,295 5,786 31,896 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model #: MMCP-3078-M1456-R-14 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) ' Prepared by LaSalle Air Systems 713112018 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 748 BRANCH DUCT LISTING ANALYSIS BR Trunk # # @ Metal (ft) 0.7 E.S.P. TEL= Altitude = F. G. Flex Bends/ Total Eq. (ft), (ft) Fittings(ft; Length 370.9146 40 ft Heat Btuh Cool Btuh FR= Elec Heat cfm 0.1051 (A/C Coil included) User Input (Altitude Adj.) F Final I Cool Design Round Rectangle Size Round cfm cfm Size (i.d.) x (i.d.) Size Final Velocity fpm 1 Bedroom #1 3 0 0 60 247.4 307.4 3,470 4,188 132 145 145 6.36 7.0 543.9 2 Living Room 3 0 0 47 243.5 290.5 3,444 4,384 131. 152 152 6.35 7.0 569.2 3 Living Room 3 0 0 47 243.5 290.5 2,289 2,914 87 101 101 5.41 6.0 515.1 4 Bath#2 2 0 0 51 244.7 295.7 1,788 1,572 68 55 68 4.71 5.0 500.6 - 5 Bonus Rm 2 0 0 48 276.2 324.2 1,001 707 38 25 38 3.84 5.0 280.2 \ 6 Kitchen 2 0 0 47 243.5 290.5 1,760 1,770 67 61 67 4.65 5.0 492.5 7 Bath #1 2 0 0 57 278.9 335.9 1,116 960 43 33 43 4.09 5.0 312.5 8 Den 2 0 0 67 249.5 316.5 3,489 3,392 133 118 133 6.19 7.0 498.2 N/A Other Rooms - - 18,357 19,888 701 690 748 TRUNK DUCT LISTING ANALYSIS TRUNK # 1 TRUNK # 2 TRUNK # 3 TRUNK # 4 TRUNK # 5 TRUNK # 6 TRUNK # 7 TRUNK # 8 TRUNK # 9 TRUNK # 10 TRUNK # 11 TRUNK # 12 TRUNK # 13 TRUNK # 14 TRUNK # 15 LONGEST RETURN DUCT /ppR0VE0 g_g_1 gLLI � N \'q R T E jP 23 25 48.0 18,357 19,888 748 19 172.066 191.1 9,154 8,401 349 18 171.766 189.8 9,204 11,486 399 0 0 0 0 0 0 _ 0 0 0 0 0 7 - - 0 15 20 35 9.15 7.93 8.32 0 0 0 0 0 0 0 0 0 0 0 748 9.04 0 14.0 699.7 12.0 444.9 12.0 507.5 0 0 0 0 0 0 0 0 0 0 0 0 14.0 699.7 AP LICATI N ENGINEERING EQ IPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MMCP-3078-M1456-R-14 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 713112018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS' FROM ANUAL-J CALCULATIONS: Actual Orientation HEAT NG LOAD: 18,357 Btuh at 17 ° REQ'D BLOWER CFM: 817 cfm at altitude of 40 ft SENS BLE CLG LOAD: 16,994 Btuh at 96 ° Entering Air DRY Bulb: 75.5 ° Mech. Ventilation : 16 LATENT CLG LOAD: 2,894 Btuh at 96 ° Entering Air WET Bulb: 60.7 ° Entering Air RH: 51 % GRAINS DIFFERENCIE: 60 Outside wet bulb: 74.7 ° outside RH: 47.9 % FILL IN BLANKSLdel IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings!) Air andler #: Condenser model #: lower Data Select blower speed in COOLING mode: lower CFM s between 636 > < 860 for Total (External) Static Pressure between 0.6> <0.8 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is between 19275> (Blower CF is between 321 > < 379 for Temp. rise of 55-65 <25700 (IBlower CFry is between 379 > < 464 for Temp. rise of 45-55 PpPROVF� 6lowerCFIV is between 464 > < 596 for Temp. rise of 35-45 �. � v (Cooling Equ pment 5/T Ratio = 0.85 Leaving Temp = 50.7 TD = 24.3 p 8 — 9 —1 8 ? �1t 96F outsidi,lej , Total A/C output from 20285 btuh to 22870 btuh is GOOD. z w t 96F outside, Total A/C output from 22870 btuh to 23865 btuh is MARGINAL. Sensible Capacity is from 15546 btuh latent Capacity is from 2836 btuh echanical Ventilation is 2.1 % of blower cfm eat Pump w fth Supplemental Heating Coils ata from 3erformace charts 1ituh at F outside btuh at F outside to 18440 btuh to 4341 btuh Dry bulb increases by: 0.4 ° Data from load calculation 0 btuh at 72 F outside 18,357 btuh at 17 F outside Line a P. 5� cgRTER Wet bulb increases by: 0.2 ° nce 15000 10000 5000 0 a0 19.2 28.5 37.8 47.1 56.4 65.7 75 winter design{ temperature of 17 F outside, the distance between the lines is btuh rich is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MMCP-3078-M1456-R-14 901 4th St North I;lVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT \<' Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 713112018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation " HEATING LOAD: 18,357 Btuh at 17 ° REQ'D BLOWER CFM: 817 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 16,994 Btuh at 96 ° Entering Air DRY Bulb: 75.5 ° Mech. Ventilation : 16 LATENT CLG LOAD: 2,894 Btuh at 96 ° Entering Air WET Bulb: 60.7 0 Entering Air RH: 51 •% GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH:' 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 794.9 CFM infiltration being 6.494 ACH (to be confirmed by testir (5 ACH = 612 CFM) (3 ACH = 367 CFM) Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area ROOM NAME Room Area Required Built Living Room 226.0 9.0 32.50 Bedroom #1 146.0 5.8 30.00 Bath #2 72.0 2.8 1.94 Bonus Rm 66.0 2.6 0.00 Kitchen 122.0 4.8 4.17 Bath #1 62.0 2.4 0.00 Den 122.0 4.8 13.75 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 2.0 560.0 46.9 0.0 Private Kitchen 0.0 122.0 0.0 25.0 Private Baths 0.0 134.0 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 2.0 816.0 0.0 0.0 ROOM NAME TOTAL, Openable Area 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 --------- -------------------- 0.00 816.0 32.2 82.36 Air ZONE AIR DISTRIBUTION I Flow Floor Supply of Warm Air/Floor Return 626.3 Floor Supply of Warm Air/Floor Return 66.47 Floor Supply of Warm Air/Floor Return 124.2 0 ' 0 0 817 System Ventitlation Effi �pPROVF� 8 9 - -18 J? ' �y _o RTER It GREEN * RAFTERS 16" O.C. *LaSalleBristol Manufacturing Overhead Graduated Flex u 2-301/2' X 601/47 18$-10" 63-0„ �' JACOBSEN HOMES -PppROV� MMCP-3078—Ml4.56* 1?/S 8 _ 9 _ 1 8 0 C 7/26/2018 to v for Ext. Package A/C(H/P) MCP-3078(M1456*) MCP-3078(M1456*) ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: D Mean Roof Height: 30 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code,61-G20-3-006, the information and approval numbers on the building components are listed below: Cate or. Subcategory. Manufacturer r uc„av ` �Prod`t D�escriptidn , o uc .v Approval- Number(s) 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-119 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-132 Swinging Dunbarton Corp. Patio Door FI 15326.9-R2 g Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-R4 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-113 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-R3 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R8 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R8 2017 CODE VERSION July 26, 2018 Pa s/ Fail 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 7 J Category/ FL Product Manufacturer Product Description Approval Subcategory Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.E-R4 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-R3 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 - Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 , Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category/ __. Product Description Approval' Subcategory _manufacturer _. = _.. Numbers) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 (1/2 INCH PLYWOOD ROOF SHEATHING REQ'D) E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R5 S. Structural Comp. A Wood Connectors Tie -down Engineering Coil Strap Local Approval Wood Connectors Oliver Technologies Coil Strap Constellation Tech. Wood Connectors = Master Craft Eng. ; Metal Strap Report - A131394 B Truss Plate MiTek Truss connector plates FL 2197 - R6 C Engineered Lumber GP GP -Lam FL 2023.1-116 Pass / Fail PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES 0 03 �:Qlsem toC.4p t lo,--t 'wif vc,'� d,'- dl-:� P.. TIP Jol � q shiik tool 3.55 �odqfized to detennine, en ol A6j.4 7 1.14 - Jv 8 8-9-18 cj 4�<C,fq R T E DR, PpPROVF0 Win d Equivalen o 8-9-18 ? V) Z w Vult = 170- - = ==m-ph: -- MRH = 30 feet cgRTER Exposure = D Pult = WL = Vult2 * 1.66 * C Pult = WL = 28900 * 1.66 * C Pult = WL = 47974 C Pasd = Pult * 0.6 Pasd = 47974 C * 0.6 Pasd = 28784.4 C Vasd = MRH = 15 feet Exposure = C Vasd = sgrt ( Pasd / 1.21 ) Vasd = sgrt ( 28784.4 C / 1.21 ) Vasd = sq rt ( 23788.7603 C ) Vasd = 154.24 mph Construction - use design of Vasd = 160 mph MRH = 15 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 30 feet Exposure = D Job Truss Truss Type 83 57 HMD11101 HINGE MONO Qty Ply Jacobsen Homes 216 1 1 M512x141 F t Products Inc.1 Grand Rapids, MI 49525, Michael Adams 7.610 a Jan 29 2015 MiTek Industries, Inc. Mon May 02 07:27:33 2016 Page 1 of 1 02016 Universal Forest Products, Inc. All Rights Reserved Cantilever Detail N 6-0 3-2-0 cantilever REACTIONS 8=2 TIONS. 7/Mechanical, 10=585/0-3-8 (m 0-1-8) Max Max orz 10=390(LC Jplift 8=363(LC 5) 7), 10=-758(1_ 5) 3-2-0 4-7-9 3-11-7 SMH18E 6 7 'TnY — L.:JX'1 I I JX3 — `Jx5 3-2-0 4-7-9 1 3-11-7 -6-0 11-9-0 Plate Offsets X -- 2:0-1 3,Ed gel, [3:0-1-8,0-1-41,4:0-2-12,0-1-0 5:0-0-0 0-1-12 6:0-0-0 0-1-0 8:0-2-0 0-3-0 9:0-1-8 0-1-4 SPACING-:2-0-0 LOAbING (psg TCLL 20.0 SPAiCING-:1-4-0 LOgDING TCL (psf) 30.0 SPACING- Plate Grip DOL Lumber DOL 2-0-0 1.25 1.25 CSI. TC BC 0.50 0.23 DEFL. Vert(LL) Vert(TL) in 0.06 -0.06 (loc) 9-10 9-10 I/deft >999 >999 L/d 240 180 PLATES GRIP MT20 197/144 MT18HS 197/144 TCD 7.6 TCD�LI 10.5 Rep Stress Incr YES WB 0.30 Horz(TL) -0.02 8 n/a n/a BCL 0.0 * BCDL 7.6 BCLL BCD!,( 0.0 10.5 Code FBC2014/TP12007 (Matrix) Weight: 43 lb FT = 0% HORD 12x4 SPF No HORJ2x4 SPF No 2x3 SPF Stu W6, W5: 2x4 S. (lb/size) 2 Max Horz 2 Max Uplift FORES. (lb) - Maximum TOP CHORD 1-2=0/5, ; BOT�HORD 2-10=-12t WEB, 4-9=-115/ REQUIRED FIELD JOINT C( 11=101 /24�/49/0 NOTES- (10-y11) 1) Th s truss has been check( 2) Wi d: ASCE 7-10; Vult=15 o..; TCDL= .2psf; BCDL= Exterior(2) z ne;C-C for ml 3) All plates are MT20 plates i 4) See HINGE LATE DETAI 5) Provisions m ist be made b 6) All additional member conr 7) This truss ha 5 been design 8) * This truss has been desig will fit between the bottom ( 9) Provide mechanical connei at j int 8. 10) Take precaution to keep t PL t into ser,ice. 11) T1 e field -installed membe ar d tempor ry supports. / d sian antic pates the fine N N d r 4 N BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, [P] except end verticals. cept* BOT CHORD Rigid ceiling directly applied or 5-3-1 oc.bracing. Stud - PP P��FD 25/0-3-8 (min. 0-1-8), 8=397/Mechanical • 90(LC 5) �� v 140(LC 5), 8=-514(LC 7) Z cD 8-9-18 ' mpression/Maximum Tension z :-821 /897, 3-4=-426/362, 4-5=-61 /0, 5-6=-33/0, 6-7=-9/0, 8-11=-99/242 iL '36, 9-1 0=-1252/736,8-9=-587/360 ZUZ1� Q , 4-8=-425/669, 6-11=-101/247, 3-10=0/131, 3-9=-390/691 NNECTIONS - Maximum Compression (lb)/ Maximum Tension (lb)/ Maximum Shear (lb)/ Maximum Moment (lb -in) S�O� CARTER V' P 9 for uniform roof live load only, except as noted. E-signed by Kevin Freeman mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. 180mph @16in1:�.�! .2psf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C �j tubers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 nless otherwise indicated' S for plate placement.'`.' �," ` '. �` , prevent lateral movement of hinged member(s) during transportation. Akh actions shall be provided by others for forces as indicated. ; ' N a 562,54 0. !d for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * r led 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 wider lord and any other members. Lion (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 2 and 514 lb uplift?.-� chords in plane, any bending or twisting of the hinge plate must be repaired before the building is >7 N } i fir �:� The professional engineering seal'ndicates that a licensed professional has reviewed the design under the standards referenced within this document, 5/2/2016 not n cessarily the current state bgilding code. The engineering seal is not an approval to use in a specific state. The final determination on whether a trus design is acceptable under,ithe locally adopted building code rest with the building official or designated appointee. WARNING - Ve �' design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE I PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 Truss hall not be cut or modified wi I out approval of the truss design engineer. This cc mponent h9Is only been desiied for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system desig . Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an indii idual buildi i g component to a installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracin g shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. A ditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, ,Llivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from VvTCA, 6300 Enterprise LN, M Bison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe are an integral part of the truss design. Retain a design professional to specify final field connections field -installed members must be properly fastened prior to applying any loading to the truss. This N