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Residential Package Code Summary
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. l3LAE1:�iJIWILWy�4)61PLUM01 EG CORREAYLG�TNi1 DNS: THIS GONG Fc ►I\Do/A s: oo°� ARELR�n INSTALLED5IIELM RTAAG4\1 ON LOCALOYIW/ANG 01PA T.: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT COMPLETED BY A CERTIFIED ELECIRICAI/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPRL BEEN INSPECTED. & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA SEEPLUMBING& ELECTRIttC��AgryL DETAILS FOR TEESTIN�Gy�& INSPECTION REQWENTS. 2. IT IS THE RESPONS 81UTY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS UST DOES NOT COMPLIANCE TO ALL AND JACOBSEN SPECIFICATION% LIMIT THE WORK, AND/OR MATERIALS THAT MAY BE REQ!D JECT OBTAIN ALL SCHEDULE & INSURE T ANY INSPECTIONS 8 ME FOR INSTALLATION.PLETE SITE E FORTTEMS sRAIT. pR�P RB®N / F®U A'�+AAaM+/N: LOCAL AUTHORITY HAVINCODES EEQUIRED PRFORMPERMITS. REQUIRED G JURISDICTION. ANY AND ALL RENEW. APPROVAL INSPECTION, RE-OJSPECDON FEES AND/OR OTHER COSTS HY .ALCODE COMPLIANCALL M APE PROVAL BY ANY STEEINSTALLD ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL E BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR ANY RESP014Sl81UTY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOSSEN HOMES & PROFESSIONAL REGULATIONS THESE APPROVED PLANS DO NOT CONTAIN FOUN RATIO & FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS 3. THE FLORMA CERTIFIED CONTRACTOR IS RESPONSIBLE ALL SOLELY ACCOUNTABLE FOR TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND WALLS (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOL COORDINATION OF ALL WORK PERFORMED ON THE SIRUCNRE, INCL sms Sm �� �. (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS), OTHER DELETERIOUS MATERIAL(S). 4. OCCUPANT LOAD = ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBR1% ALL FOREIGN OBJECTS, ETC,, SHALL BE REMOVED FROM THE S NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: AREA OF THE FOOTINGS AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESSIING ALL 1. ALL STIE GUDNDAIL AM LOT PREP. (IN "0 DRAINAcp. THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITIROUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. 2. THE GSIIP ETE FOUNDATION, nE-Dff^ AND ANCHORING SYSTEYs FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY S. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN & TERMITE TRIEWBENT AND MINED, VAPOR BARKER BELOW SIfECMM: PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMES. 'HIGH VELOCITY HURRICANE ZONES' - DADE AND 13ROWARD COUNTIES 4. RAW% STAIRS, AND G BERAL ACCESS (NCRDNO ALL ACCESISE11111Y RMUNTS). 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMEIM SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH S. BUILDING DRAINS, CLEAN-01111R Am HOOKUP TO THE GUAam SISOX13). APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED S. ANY PORTABLE FIRE DONGIISHERM AND/nR FEE SUPPRESSw SYSTEM(S) IM,M OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND IT'S THiRD PARTY APPROVAL 7. ELExnecAL SERVICE ONNnmING FEEDIUM &'CR0M-aVERS ON YOLn-SEDDOIN Lwm COVERED W/ CORROSION RESISTANT PARE MESH, THE LEAST DIMENSION SHALL NOT AGENCY. ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING S. ALL UEp9ES DRYWALL - COMPLETE PANS. EMENDN0. TAPE & TEXTURE, EXCEED 1/4' IN ANY DIMENSION. COMBINED OPENINGS IN THE, FOUNDATION WALLS PLANS SHALL NOT BE HELD LIABLE, IF A BUILDING IS INSTALLED INTO A 3/R• WARS - E O.O. VAX: 3/I1- SpEMS - IC 66 MIL; - UtEE19ED DRYWALL ONLY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. Fr. FOR EACH 150 SQ. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO L SREICGORAL a AMTHETIC N1E1NOOarFDnas BOXER Mmus/90ITIO SL _ Q7THETOF CRAWL SPACE CRAWL SPACE VEIL �VAPOR R BU DING THE ING, SHALL BEAR GSOFI1T POLYEA GAINEEATH FBC/FRC. MIN. IS REQ'D BELOW THE. E 7. THESE DRAWINGS, PLANS, DETAILS. AND SPECIFICCAATIONS�MAY N�ENCESSARILY 11. D TERCR WALL FINISH (DEWAGLA AND MATERIALS (E DWALL/PORCH AREA* ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE M WINDOW GUARDS FALL PROMOTION, WIDOW PRGTEOD04 AND/OR MGM SI17713 . 3 THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REQ`O FOR THE COMPLETION OF ANY ITEM INCLUDED I& BOTON OF FLOM NsuLAIM/mrtol BOAR MAIM& KWLL- BE NNMW ON RAN. SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS IN THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART M. CROSS -OVEN CONNECTIONS S OWAO). FRESH An MAN. AND BLOWER DOOR TEST ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AD CONDITIONING AND H EAIM SYSD11 IHRIM 10 FLCMA DERGY CALLWGATICO GROUND LEVEL AT THE OUTSIDE BUILDING PERINETER, OR THAT THE SURFACE WATER B. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECS) FOR MNILIN EFFICIENCY 1MSTALLED ON-sm. to ODHEIM DOES NOT READILY DAWN FROM THE BUILDING STE. THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSHOMES OR THEENGINEER AND SHALL JACOBSEN la. HVAC BSODItECT. WUM BREAK= SERVICE REgPTACE ETC.. UNDER -FLOOR SPACE SHALL, AT A MINIMUM. BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. 17. ROOF COVERING AT RNOE AEA% DRY-N, AD CBPtEnON (axAmnmts ETCa. GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. IS. GABLE END FRAMWO VM HINGED ROOF SY'TEY% 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE; EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 19. FIREPLACE GOBEY STACK, VENTILATION SYSEIL RREPLACE GDIEY INAIONo. SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE tL� ADORE: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS -UGHT-FRAME TRUSS -TYPE 20. READ GRAB BARS AND ANY OVER ACCEABLE FEA71INE5 THAT ARE RFAUR IA 21. ONLY WHEN NOT INSTALLED IN THE FACTORY, Ea9GAnW AM FM AR BARRER. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEARWAIl OVER7UFNNG LOADS CMSTR ICTIONP AS REFERENCED IN FAC RULE 89A-&012(6). POSTING OF NOTICE SIGN(S) AS 22. HIGH EFFICACY LAMPS REQUIRED BY FRO R404 ARE INSTALLED ON -SITE, BY OTHERS. & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS, REQUIRED BY FAC RULE 89A-&012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY 23. -BUILDING ADDRESS' AS REQUIRED BY FBC R318.1 ARE INSTALEE ON-STE+ BY OTHERS S THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNER. 24. UNIT WiLL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. ITEMS INSTALLED AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAEE7 JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, '{� ��j���j YEa4A"PCNT&+CaP NG: CAUTION: , A MINIMUM 1 1/2' BELLING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM (SIDEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED). INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TON. T IS EXTREMELY IMPORTANT S. THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR SERUCTIERE/9U1)DING. THAT ALL PERSONNEL, ON THE JOB SITE, BE QUAUFIED AND PROPERLY/ADEQUATELY TRAINED. SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHMS SHALL BE INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSBLE FOR ALL SAFETY A TIGHT FIT AND PROPER BEARING. ALL WOOED SHIMS SHALL BE FREE OF KNOT% IN ADDITION TO THE DANGER TO PERSONNEL. IMPROPER INSTALLATION COULD RESULT INITIATIVES. PROGRAMS, POLICIES. OR PPOCEDURES THAT MAY BEiMANDATED BY OSHA CHECKS, SPUTS, BREAKS, AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS THE BE OF TREATED LUMBER OR 07HER APPROVED MATERIAL(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL INIRE/REQUIRE'THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 7. THE SOL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96% - DENSITY -PER ASIM D-1557. FOOTERS 12' BELOW VIRGIN SOL AND BELOW FROST -LINE S. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES (305mm) & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST -LINE. S. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS ONCLUDING STATE AND/OR LOCAL). � PR.07=0�I: I. APPROVED TERMI7E PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SUNG & GRADE FOR TERMITE INSPECTION (4 INCHES MINIMUM FOR GARAGE OR PATIO MASS). 2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL. FRAMING (CRAWL SPACE AREA) TO THE SOIL 3. A 1•-0' (12 BNCES) MINIMUM CLEARANCE SHALL BE FRONDED BETWEEN ALL THE STRUCTURES DTERIOR WA LS AND ALL CONDENSATE DRAINS ROOF/CUTTER DOWN SPOUTS, SPRNIM SYSEETC, ALL SPRAY HEADS. ANY OVEEIDW MATS, & WATER HEATER TIP DRAIN n(C�wN-�S.I.T�uS. 4 TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/STRUCTURE ONCLU ,,.G PORCHES AND OTHER LIKE AREASZ AS VAIL A.S. ALL EXTERIOR AREAS THAT ARE LOCATED WITHIN A MINIMUM OF 1'-0' (12 INCHES) FROM ANY/ALL EXTERIOR WAUS OF THE FOUNDATION SYSTEM AND/CAR ANY PORTION OF THE BUBDWATMOMIRE OR AS ALLOWED BY BE FBG/FRC. 6. TREATED SOL BELOW THE STRUCTURE SHALL BE COVERED WITH A MOIL 6 MIL POLY VAPOR BARRIER. TREATMENT SHALL E DOE AFTER ALL EXCAVATIOM BACK FIWNR, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL E RETREATED. 6. NO WOOD, VEGETATION. DEAD ROOT% CARDBOARD, PAPER. TRASH, ORGANIC MATERIALS. NOR ANY M I [ILOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFTEEN FEET OF ANY BUILDING/SRRUCRIRE NOR THE POSITION OF ANY BUILOING/STRUCTURE THAT MAY E BUILT OR INSTALLED. REFER TO NOTES 1, 2 & 3 - SEE PREP/FOUNOATIOR SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL E INSTALLED ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REQ'D. soft GAG PR®N: . WIND-BORNE DEBRIS PROTECTION IS NU INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REUD W/ IMPACT RESISTANT WINDOWS. bo EIFEIF] PL LE0000 JAKOOSIEN ®s 606 C V ❑,, ❑ SAFETY PHARBOR, FL COURT,ACKARD 4695 Z � ❑ ❑ ❑ ❑ 7�7.rt6-nse 1. MEAN ROOF HEIGHT (NARH1, 3b FEET' MAXIMUM � 2. FLOOR LIVE LOAD, 40 Pg DESIGN WIND PRESSURES FOR DDMPOtDMa AND CLADDING IPSFl+ s. ROOF FIVE LOAD. 20 PSF ULT. DESIGN 11ED PEER VIOL DESIGN wM PREL 4. DESIGN WIND SPEW, 170 MPH - VWt (IAtknDW) 'TTEIIGIN D(SCH ALLUK STREW DESIGN Fw .WALLCRC LOADS VIKt vad S. WIND LAIPORFANO: PACPDA, Rik 1.0 SINGLE VAKDOWS AM < 20 S&FY. A < 20 Mn. AM Z Risk Category II ZONE4 . 711M PSF -62W PSF 4IL41 PSF -4L24 PSF fi 6. WIND EXPOSURE CATEGORY, C i:oNEa . 740R PSF �IOSB PSF 4441 PSF -6677 PSF 7. IEMU PRESSURE COEFFRCBNT, GOP! - 0.18 (Enclosed) M ® tlN�l b E. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING LIPS* PW . WALL C&C LOADS Ir ELT. DESIGN MIND PREL NO . DESIN WILD PREL EXTBUOR •SWING• DOOR 20 MM 5 AREA 20 SQFT. 5 ARM E PR = ROOF CAC LOADS STRENGTH DESIGN AUUM STR SS DESIGN ZONE 4 . 72.73 PSF -78.66 PSF 453E PSF -4L2 PSF R� 3 ZONE I . NH 441 PSF -OL17 PSF 27.08 PSF -41.5 PSF ZONE a . 72.2E PSF -I447 PSF 43.37 PSF -aM PSF e 5 .4 R ZONE 2 . F 43M PSF-120L57 Pg 2S1A PSF -7234 PSF � . WALL C&C LOADS O ZONE a . 4566 PSF -17ILM PSF 2a1I PSF -106W PSF SLIDING GLASS DOOR 20 SAREA an. 5 M 20 SO.n. 5 ARM " �- >! Roof OVERHANG LOADS zoK 4 . 7276 PSF -7a74 PSF 454E PSF -47.24 PSF a ZONE 2 . -141168 PSF -846N PSF ZONE a . 72]6 P!F -94,54 PSF 4542 PSF -a672 PSF ZOM 3 . -235M PS' -141JH PSF N I+IAI. WALL G2LC LOADS PW . WALL CAC LOAPS WALL(SIDING FR04CH DOOR IDOUBLQ SO SOX. 5 AREA. 50 SO.n. 5 AREA w ZOM 4 . 75A PSF -8207 PSF 4641 PSF -40.24 PSF ZOM 4. 67.72 PSF -741 PSF 1 4a63 PSF -44.40 Pg Zola e . 75M PSF -1 W.2e PSF 4641 PSF -6677 PSF ZONE S . 67.72 PSF -BSI PSF 4Ca3 PSF -51.28 PSF STATE, STATE OF FLORID,A ■u6Dixo, 2017 FRC 6TH EDITION MOfANIGI+ 2017 FRC WH EDITION Am EtICa1CAL. Am 2014 NEC ® MUA mo+ 201E FRC eM EDInaN Em y' 2017 FRC 6LN EDITION 10 P S09C'S & , PIR®V, L THIS DRAWING PACKAGE COMPLIES WITH THE FLORMA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRREAM- COWL ES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6TH EDITION CONSTRUC110N TYPE V-B OCCUPANCY SFD TOTAL NUMBER OF STORES: 1 170 MPH WIND VELOCITY Vtdt (unknate) I = RATING OF EXTERIOR WALLS 0 ALLOWABLE FLOOR LOAD 40 PSF ALLOWABLE RooFLOAAD 20 PSF SEISMIC LOAD 0 JACOBSEN MANUFACTURER HOMES HIGH VELOCITY N O HURRICANE ZONE 1 �I PLAN No.: MCP-3037(MI426*) RUE PLANS COMPLY WITH RULE 61-620.3 FOR PRODUCT APPROVAL OR WITH STATE OF FLORMA STATUTE 553.842 RAISED SEAL (OR UWWONICALLY SEALED) SET OF BUILDING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR THE MUNUFACTURERYS DATA SHEET AND THE STATE (DBPR) INSIGNIA, SIRAU BE PERMANENTLY MOUNTED TO OR ABOUT THE EIECERCAL. PANEL (COVER). m7a HWC ONG.r INC. 162E S. MYRTLE AVE. CLEARWATER, FI. 33736 (737) 584-8151 IDR,A11j NG PACM05 Wjk o1SC1 ON COVER SHEET & NOTES FLOOR PLAN LAYOUT FLOOR PLAN OPTIONS ELECTRICAL CALC'S & NOTES ELECTRICAL LAYOUT EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS PLUMBING NOTES & DETAILS POTABLE WATER SYSTEM DETAILS HVAC SYSTEM LAYOUT SHEARWALL & SET-UP DETAILS SHEARWALL CALCULATIONS FOUNDATION LOAD DETAILS TYPICAL CROSS-SECTION (ON -FRAME) TYPICAL CROSS-SECTION (OFF -FRAME) EXTERIOR GLAZING PROTECTION anAconweerrrs: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S TRUSS DETAIL(S) PAGIM 1 2 NOT USED 4 Q. 5 6 7 • 8 9 10 11 12 13 14 15 NOT USED AREA RESERVED FOR USTI G .AGENCY,AITIPROVAL STAIRS: REVIEW OR TIE PLANS AND B+ECF1CAna15 CONIAI ED WTMN TADS CRAVING - PACKAGE IDHAES COPMANCIE WIN THIS CODES REFERENCED HEREIN. CONMUC110N CALC'S FIGURED FER R301.2.1.1 - METHOD 2 PpPROVf� Digitally fsignedby: Go 7-13-18 2 ChatMlchaB1�GTomko �+ N pN: CN = Michael G Z w ZfT`mkjemail ,C =,0S O = T. R. Amold �an As6ociates o m ko Dafe: 2018.07.1216:47: 22-05'00' aDrm 4 2017 Haw Rea C= IOtDlO ALL O Gram "Arato 7�13-18 m-do i L34U�-U43L(1V114LCL� BUILDING IS NOT,A HUD BUILDING. THIS Si1MICIUHE HAS NOT OEM DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY TH1 HURRICANE ZONM (MVHYE. (RE, DADE COUNTY OR IEROWARD COUNTY). Approved By SCOTF �. MANC115. THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR THIS MUM IS SUBJECT TO REM AND APPROVAL OF THE FIE INSPECTOR. ON -SITE FOR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND COMPLIANCE WISH OR e33 FIRE SAFM CODE IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CRTIFI S THAT THIS MANUFACTURED BUILDING HAS BEEN EXCLUDED FROM `' r-� ri^,. ✓1 APPROXiMATE SQUARE FOOTAGE OF BUILDING: THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING &•URBAN DEVELOPMENT (HUD} 862 'SQ.Fi. LIVING ,ARRA Modyier f3Ui1 i� P_1ans ,7R_m r6L WHEN FOUNDATION SYSTEMS ARE DESGINED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT E HELD RESPONSBUE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. 8 I 71 E. 6MRDSIEL'AYE a:01AR. IN 46l14 (5741264A745 R tT-P z R1 1"010" mv, mm : 7 mm= m-_ mm= DRAWN. 0.Wx CHEC7®L M.T. DATE: e/27/mle License No. S?SIP 12- 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 s�0: ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER - VASE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN I®F 16 AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. (D COPYRIGHT 2018 WIC: EvP c DINS: 170 MPH MO nal M00-142e ewmm © 2DLa . JACOM NO" SAFETY HARBOR, HGaA ALL RGRS RE'E VM 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). N 1 CJ is NY N lY 0 �z =E CJ W N) Z U ® N O J Z J ? ZD N X W ®� W Z KD^Q . 3 v3 l o 0 3 0 c N I 11 co y ��=kn ICJ O O oma �'7 vM a io 1--- O \6 J� - Z -F N X ZTl N X C �J1 Lal 991I111/11�9 � O^3 I m 0 3 d I II na m FS io pp N O Z Z SOUL FUEL BURRIEWS FTRELAEE: WHEN INSTALL®, FIREPLALL SHALL COMPLY WIiH UL-107 21 D P-21/If R.71/4- �•I I I IR73/f I1 ?1D1/C I 391/l%D i i I 7A I I I I I a � I MASTER BEDRUOM c 1 fae 1/r If-s' 1141R 1B-n SORT 201 Ui"w151L5 3f-e SO 35 21G RU BOB BEE I Jid I JY7J/C 1.•--J �4FAEPF, +JTI g k N L_1 10ITl j r _---- BI J � B11 � QQ I L- IN 69• MONMIIM 9-T 314 - O DINING >if AA (-Lq a1/iz F / 0,11011 w S/d 2 RL O 14 r DF73ET ps-t1X�l 0 LIVING I I'sa 16�NUm Dom � LI 2Ya JF-e - 41/1 �$ JAEOBSEN HOMES MEP-3U37-M14Z5 0 o n (W-4/) 011 2XB MINIMUM FLOOR SYSTEM REOU1RED o 2XIU MINIMUM FLOOR SYSTEM REQUIRED 2 * * * ALL 1-BEAM ICHASSIS] LOCATIONS SHALL HAVE PIERS z * PERIMETER AND MATING LINE PIERS ARE -REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION * PERIMETER AND MATING LINE PIERS ARE REQUIRED. * * ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS INOT JACOBSEN]. * * ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT u. LOTH THE SIDEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND Sim. ENGINEERING PRACTICES. W. LOTH THE SIOEWALL AND THE MATING LINE AREAS, G AS WELL AS AT THE END OF EACH SHEAR SEGMENT. C AS WELL AS AT THE ENO OF EACH SHEAR SEGMENT. LIGHT AND VET CALCILAnONS ROOM LIGHT LIGHT VIENT ROOM AREA AECID At" RECM PROMO PISS / NAVE (50 FL) (So. R) M FT.) (So. FL) (50 FTJ FAL MYJIG/w4N9 HLW11 we =w MCI I1.a4 30.IT PI BEDROOM /1 123 9.84 12.2 4.92 a14 PASS BEDROOM /2 100 a 12.2 4 5.14 PASS ANY ATTACHMENTS TO THIS STRULTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE I nMS ANn/UR UMFR FnnrF1G mmnm TTnisG RI III I11Nf.muH IFTII IRE_ LEGEND - FLOOR RAN SNO0.S OR @ Ir OR le MUNN AM DROP (TYP.) ® 1r DUCT RM R LDOAIION (TIP.) AM HANDLER LOCATION (TYP.) 9ffARNALL O SHEARNALL DESIGNATOR (SEE TARE) ❑1 COLUMN LOCATION (SEE TAME) ® ® ® 11 7/a-. le OR 15 7/8- RIDGE BEAR MOM AKA M (WALL & ®ONO) 9 OMa C./SYCIOE ALARMS) ❑ COLUMN SUPPORTS GERM WHO SPEED: 170 MPH - 1W (otEmM) MAnm M• Mae. TOT MEAN RMF HOW 001k SS EFT N DESK R051GAR 20 POF EP09MC GiT9OW: C ILL 7CCL SIlO 1xxL in>E Q m� SPAN `OMONEDUPLIFT (p0pp.,. RL 1� STIIO 1MIL TMe l� TM69 6PAM F UPLIFT ONO El=4 3 3 2I5 N 13.5 �5 O 0 0 N - 0 0 14 2 2.5 N 13.5 0 0 0 N 0 ❑2 3 3 2x4 N 1S5 3814 �6 O 0 0 N 0 0 3 3 2.4 N 13.5 0 0 0 N 0 ElD 0 0 0 N 0 0 0 0 N 0 0 0 0 0 0 N 00 0 IN 0 0 8 0 0 0N 00 0 0 0 0 0 N 0 A- 55.26 PSF OSHMWA.1. DESIGN SPECFS: rn c B - 14.6 PSF wUa onD� a�rA o C_ 36.8 PSF 1K ODRI•NO IVtPN J AT 7A91 Do o ALL *(It- D= 10 PSF aVL zmula DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: S6a26 PlF 0 PUP OVENTUIMG FORCE: S OVERTURNING FORCE. 3297 LBS 0 LIES DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 6OC64 PLF 0 PIF 2 owauRDNo FORCE 6 oA,:RIURNwa FORKz: 5282 IRS 0 L88 DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: PLF 0 PLF OI87.65 awRn6IDNo EucoE: O aWRTIIR+wG Eats: 4391 IRS 0 IBS DESC1 SHEAR VALUE DESGN SHEAR VALUE: 72.74 PLF 0 PLF 4 OVERTURNING FORCE 8 OVERTURNING FORCE: 655 LBS 0 IRS WIDOW SCHEDULE (TURD 9750 THERMAL PANE - LOW E WINDOWS) WINDOW W 5x L AREA (SM FT.) hart (SPR0011 T.) VDIT (SO.wFT� 12 x 65 5.751 4.888 0 14 x 38 a652 5274 0 14 x 40 4.053 248 1.84 14 . 60 5.9a2 3A2 2AB 14 x 68 U9e 4.34 2AS 24 x 12 1054 1.772 0 24 x 40 a.848 4A5 2 24 x 54 1209 L82 24 x 60 10.25 7A9 30 x 78 S918 5331 30 x 27 IL772 3.9 so . 40 a625 am S 30 x 60 12.761 0.95 3*3 30 x 55 14.055 11.03 34 x 34 a206 6.075 36 x 18 IL689 19BB S 36 x 40 10202 7.T 3e x 60 15271 12.2 38 x 8 1852 3T74 72 x 13 L751 4.688 DOOR SCHEDULE '�� iOO DR W x L (sA LIGHT PROVIIDDEED (SQ. 1F7/T PROVIDED 38 x 52 MA39 0 0 38 x 82 MAN a7391 0 38 x 82 21AM 5.7 0 72 x 80 40 32.54 ILOO IDS x 80 57.162 48.51 24.09 aF= 0 �s �5o 13 Sz �4GO El m 0 1Ji ME. 1101 oN8¢¢'jj Fj2CN < x �Qm �Z FLOOR C SOIL ID6 SNOM 9 2 RIDATDI B um AM Is Siam 10 Aw IL94'Cnm I S SOME Gas S M9 SM GEMS MAY WRY APPROVED FLAK l MIN INSTALLED AO FUIOAOM NE OF 5 L ALL RAMPS. MNOAT LL IUSTARS 1 7. AG AID 00-9IIT 16011m M-SITE 1 �L NI'( POD( SOm R /6 =BOOM WAYa ra-ANxovAL s n1 a 109Q M SHEAD A MUM F INS IL 9IS S C u' ,i�o��iy zOfta B HIDE910M& (�u 1 MOTMY EAPPF wil INS FLAK MAYBE RAZE M AN CF-T RE -APPAL ? TIE � IL TEllUR HMA ii 9E 4tb AN (NOTES: E S�••%.0 I� 802 16k i 4 I 1 111115�� � ti �g Z I�6 icl: 700 E 31ARDSTANE F ECHAU, IN 46514 157412644145 4•• La REVISIONS ROD 0 8Y DAn BY anus IRAs t Ormum wr vww O FkL a 3 Q CH iAFFlovu E PLAN NEED 4 0 A0(AOE �* NM a4- RANr 1711E RR Q O FM 5 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: mla0nmo11 m6 v-0 m <eAo� 0 PpPROVFp aawAa. !D ®w y 0 �'Z'• • V NHPY90NT 1 r IOGt NUl9O 7-13-18 ? r ` EGNV� No AU) W UM 35- ° JAl%0971 ti 00a- 4o Pa .AxwAaum, xo® �� dOL ww NYHP-30AN426" COMPLIES W/ 2017 FLORIDA,RES. CODE, INCLUDING ALL 6tA EDITION DRAWNI D.W.H. CHECIW: Y.T. DATE: 6/27/2018 SCALE: 3/16- - Y-o' -44 SHEET: 2OF16 WEC: Expa-M C DWS: 170 MPH MODB.: NOD-1426 THESE DUALS AND PLANS ARE CONFIDIDMAL AND PNOPRUARY MATERIALS Tiff CONTENTS OF THIS DRAWING PACKAGE CONTAIN OCOIDFNTAL AND/OR PRIVILEGED DEFORMATION. ANY LIMM OMED USE, COPYING. 1xA CSUR • OR WR01:MW OF THIS PACICUF OR ANY OF THE CONTENTS CONTAINED UMFEK IS STRICTLY PROHRIED BY JACOBSEN HOff_. AND MAY BE UNLAWFUL. DIM MATERIALS ARE FRONDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AMID STALL NOT BE SCANNED. COPIED. OR OTHERWISE REPRODUCED AND/CR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WTHOUT EMPRESS MUM AUDMZATION FROM JACOBSEN HOES THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE In EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. CC YRGHT 2w6 COPYRIGHT � 2OB . JAOOBSE N HOMES SAFETY HARBOR. FLORIDA. ALL RGHTS ROM. BUILDING SEE 208&M 4 FL 1. 1. MINIMUM NUMBER OF GENERAL LIMITING / GE?DUL USE CIRCUITS REQUIRED. 4 MINIMUM ft FIL z 3 VA / 120 VOLTS / 15 AMPERES - MN NW. OF GDERAL UGOBO / USE CIRCUITS REQb) 2 GENERAL LWTINO AM GENERAL 1$ RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: 2- GENERAL LIMITING / COOK USE M2 x 3 VA 25M VA TOTAL VOLT-AIPEIM - 2566 VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT I.SDD VOLT-AMPEES PER 20 AMPERE CIRCUR: SMALL APRGANEE LIAR 3 x 1,300.0o VA - 4WD VA 3. LAUNDRY LOCO: 1 x LSOLL00 VA Iwo VA TOTAL VOLT-AMPERES - MOO VA 4. NAMEPLATE RATING OF AL FDED APPLIANCES (IN VOLT-APE1ESk CLOTHES ORVM - ISM VA RANI: - NW VA COO( TOP. - 0 VA WALL OVER: - 0 VA MICROWAVE OVEN: - 2400 VA DISHWASHER: - 13(M VA GARBAGE DISPOSAL - IE0 VA 4. WATER HFATIM - 4750 VA 01R - 0 VA OTH R: - 0 VA ER OI- 0 VA OjHm - 0 VA TOTAL VOLT-AMPERES` - 25MO VA 5. NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS (IN AMPM): RANEE H000(* 1 x 1.1 AMPERES - L7 AMPERES 5 EXHAUST FA* 2 x 47 AMPERES - 1.4 APSES CELLAR FAX* 4 x 1 AIPEES - 4 AMPERES FURNACE BLOWER (GAS / Md 0 x S AMPERES - 0 AMPERES 6. TOTAL AMPERES: - 65 AMPERES MIL7RY x 120.00 VOLTS TOTAL VOLT-AMPERES: - 730 VA 7• 8. 6. TOTAL HEAT= AND AIR-COMITIO UIO LOAN (USE THE LARREST OF THE FALOMNC SG SEIEC(IONS - (A) THIN (F) - N VDT -AIDS ESk 9. A. TOM OF THE NAMEPLATE RATMG(S) � THE AN-CONOTT" O AND / OR COOLNO (WILT-ANPEDESk 1 : 14400 : 100% - 14400 VA LARGEST IL 100% OF THE NAMEPLATE RAbNG(S) OF THE HEATING WHEN A HEAT PUMP 1O. IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING CVOLT-AMPEIM t x 1200D x 100% - 12DOO VA C. 10O% OF THE NAMEPLATE RATING(S) OF ELECTRICAL THERMAL STORAGE AND 11. OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EXPECTED TO E CONTINUOUS AT THE FULL NAMEPLATE 12. VALUE. SYSTEMS QUALIFYING UNDER THIS SECTION SHAG NOT E CALCULATED UNOEIi ANY OTHER SECTION N 2249F(C) (VOLT-ALPBES� 0 x 0 x 1002 - 0 VA D. 100% OF THE NAMEPLATE RATING(S) 13. OF THE HEAT PLUMP COMPRESSOR AND 65S OF THE SUPPLEMENTAL ELECTRIC 14. HEATNG SYMMS P THE NEAT PULP HEAT PIMP COMPRESSOR IS PREVENTED FROM 0 a O x 100% - 0 VA OPERATING AT THE SAME TINE AS THE SUPPLEMENTAL HEAT. IT DOES NOT NEED 9ILRELDNTN. BECTRC HEATING SYSTEM 15. TO 0E ADDED M THE SUPPLEMENTARY 0 x 0 x 1DO% - 0 VA 16. HEAT FOR THE TOTAL CENTRAL SPACE HEATING LOAD (VOLT-AMPUM. TOTAL LOAD (®k - 0 VA E. 651E OF THE NAMEPLATE RATING(S) 17. OF EO ECbC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROUED LINTS (VOLT-AIPFRFSk O x 0 x 85% - 0 VA 18. F. 4OX OF THE NAMEPLATE RAMS) OF ELECTRIC SPACE HEATING IF FOUR 19. OR MORE SEPARATE_Y CONTROLLED UNITS (VOLT-AMPERES). O x O x 409 - 0 VA 20. USE THIS VOLT-AMPERE RATIO FOR THE TOTAL OF THE HEATING AND AR -CO OMONNr LOAD: - 14400 VA 7. TOTAL CALCULATED LOAD (IDADS AS CALCULATED N 2 THRU 5 A90`4 TOTAL GENERAL LIMING / USE CRCOIS (2): - 2566 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (4- WOO VA 21. TOTAL NAMEPLATE RATING OF ALL ITEED APPLUNCS(4): - 25010 VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS (6: - 780 VA 22. TOTAL VOLT-AMPERES (MOM TOTALS 2-5 ABOV* - 34376 VA IS. TOTAL CORED LOAD (FROM 7 ABOVE): - 34378 VA FIRST 10KVA AT 100.4 - 10000 VA SUBTRACT THE FIRST 1(KVA FROM TOTAL COMBINED IONS - 24370 VA 23. 9. FAST IWYA AT 10112 - IOOOD VA (FROM B ABOVE) 24378 VA - REMAINDER! AT 401 - 975114 VA SUBTOTAL E BOTH LOAD COMENATIC6: - 19=4 VA 10. TOTAL COMBINED LOAN (FROM 9 ABOVE): - 19750.4 VA TOTAL HEATING AND AC LOADS (0) - LARGEST OF (A) TLRU (Fk - 14400 VA SUBTOTAL - 34150.4 VA SHLOTAL DIVIDED BY - VOLTS / 240.00 VOLTS MRtaAH CALCULATED AMPERES IEGDED: - 142.28 AMPERES 1 BMW SERVICE PANEL A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: CODE (ASCII ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES ��� C'I;• OF THE BUILDING / STRUCTURE. ' (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. N; ` WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS 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 Th�M' CE9JNG BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT PROVIDED THERE IS A MINIMUMCLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING POINT OF A STORAGE SPACE. . • LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON 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 N 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 CEIL� 4 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 SHALLBE 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), BY OTHERS. LIGHTING TRACK, PENDANTS, OR CE]UNG-SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AL CALCULATIONS CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD C 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 (UGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED OTHERS LOCATIONS. OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. ACCORDANCE WITH THAT LISTING. 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSBILTY OF THE LICENSED ELECTRICAL CONTRACTOR ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S). SHALL BE CONNECTED ON -SITE TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALCPD BY OTHERS, 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 19. SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE (NEST. BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE; BY OTHERS). ALL 120-VOLT. SINGLE PHASE 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS XWEN, LAUNDRY, LIVING ROOMS DENS, FALLLY ROOMS, CLOSET$ HALLS, MM NQ Romm & SIMILAR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT WIERRUP11M COMBINA-TION TYPE INSTALLED TD PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY, ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A 'HUSH' BUTTON. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. SNATCHES, RECEPTACLES. AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWEWNG. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED TAMPERED RESISTANT RECEIPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 ,A,MPW EM.ECiRMC SERVICE PAM CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT NOTE: PER THE 2017 FLORIDA ENERGY CONSERVATION CODE:A MINIMUM OF 75% OF LAMPS IN PERMENANTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF PERMEMNANTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. 200 AMP MAN PANEL 120/24o VOLT SNCLE PHASE 60 TERM TxcEno■ID""OA1DE11EFK"W"'Dl TA""0,4 EEOOL camLy=-1a Ur LE<AEm m m�ME910Y0 HJO me tiomm ALL HOm En = sm Pro 2w 4 Q to 4 VY S u PALLL MAN BFU®1 OPAmC 14IL41 AiFN= m®HQ P/N....... -...-.-. OPTIONAL. - COPPER 1 OR 2 ADDITIONAL �GROUNO (AlIM1UN) INSTALIEO 1' CG'DU(T DROPS ,(, PER NATm ELCCTRtr__i COOS MAY BE ORDERED GRWND WIRE IS ON-91L BY OTHERS AND INSTALLED REFER M NOTES 1. 18, & 18 ON SHEET FOR RMFE USE 2 NCI DIAMETER RIGID META. OR RIGID NON-METALLIC COEOURT 2/b (AVID) - COPPER - PER NEC 31415(BX6) 200 ,AMP EM,ECiBMICAL RISER OIAGR,AM TEE SOMM PNEL MINE niAER KIS MAY E NKFSAtm ROE TNAT SHOW HEM F TIE MFAER UM i 019WAASM TIE t4/E ® NROMO AIO OEOtA1R MALL 6 mTIE MN TIE 0ORE1Er RED iNMMT Ar MU n eFFI7:N AT TILE 19, O mt EtDM AND O BMWaFLEl01 AfPWOL ry m ENE LGCAL AUnCPM HAWO JANOMM a IIESE METALS AM RANG AM 0291CO L AM PROPRIETARY YAT[RMLS THE CONTENTS OF THIS ORArm PAW" CONTAIN COEDMRAL AND/OR RSWE%7D MMM70L ANY NNUURIORGED USE COPW4 noo nam OR OLSIREUTIQH OF BE PACK = OR ANY OF THE CCIIIBTS OORANED THUM IS SR =Y PRGIBIED BY JACCOSTH HOMES AM MAY E UNLAWFUL THESE MATFIEAS ARE PWMW TO THE F8 M FOR TDOFIC PURPOSES CHLY AND SHALL TINT E SCAM= COED, OR O1FEIMSE REPRODUCED AM/W ONTRO D TO OIRDO FOR ANY PURPOSE WiM= EIEYESS WITCH AUTHIOMATM FROM JACOISUH HOES DO ORA NG PACKAM NO ALL Ts 000I ARE THE 0=P FROPENMY Or JAO03SM HOES. ALL WITS RESO 01 COPMa" 2M AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: Ho SFD E-- �-.-. o 0 7-13-18 y "_ "�' NO En all w •axuaa-m AAA Q no-�iwa a t7 f�zt4MEMMFMh �yF•P yy0 .It«v�Aa„�ea��....°x�•i,t��tts CgRTER ti' Pxs n>KeaY°i deo° �"EOELwi Ea�uo�n � mntN.r taut 1xe tRm4 COMPLIES W/ 2014 FLORIDA ROL COIF s • a nun►�� s � e m 0 � 2:mo couNrc 120AD TR, suOE WSHEN, IN 4651A 151418SG.SS15 REVISIONS 0" ISY DAZE mm- DRAWNt a MYRICE CHECIODi MT. DATEt I2/7/w16 sCJU.E: 3/1I- - Y-O' SHEET: 4 OF 16 WEC: E,Po.tt• C DWS1 150 MPH MODELi MOD-BE6-RI COPOW © 2O3 , MCMSM HOES SAFETY HATOOL FLORA ALL RIGHTS RFSEAWL ELECTRICAL SYMBOLS LEGEND fE12nMaEI 1m VOLT 3W�VOLT 1tl0RRT SWfOES �3 IR1GL J-fAr EIUCDRAL rMa 9EAIOfAT r ❑ OCRM / 1 ARICDOI UD]9 aT m Gml MORE WHOM OFROOR fOO1110 iOF�00 BtE AWY (tam NfiM A°®b � � L/R16 NDDDI® WI ACDMlO O'r. TMFFPIIOE RiP. OR TFIL1�1 PAP. ML LM,PIIOE f{8' N[ O•CNK AID W fE Y16D. RFldW1DL O AINNIN, l MSfAUFD VHOR IE-IRI✓D/AL 2 2 1 C _ ROO'B"BED"" f✓® SRFAIE MONf WINS FM FAR Pw EAR=CRP. EMDImY MOM.R FIER. �! m-, I IF0RID ■ o2IDDL ARIDIID6 Olr ° ° 7 w rtrt Nam N_ =) SIANDAUD Pn9RO G) fECESSSOD CASIET WALL MOMm miliE SIBO WY ff DID rAHAoff men w 2 ®I06 Q/ EL nM - MB uorr v- I EWRI O Dm I I IQ 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR- (WEATHER RESISTANT). LOOKI SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION(S}. 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. LOOK, 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL 2. DWOLNOS -Au 12o-COLT. SHOE msi:. 10 AND 20- AMPERE wmm ORORm SPpL11Np ournrIs N ALL emsows N11C01 LWADRY. LIMIO IDOL$ DENS rAMLY ROOMS, GILOSEM HALM Oslo ROWS a -AR ARRAS SHALL W RIo1ECDID F M MC FAULT CIRCUIT INIMUMPIEA. COB[UTW TAPE NSTMIID TO PROVIDE PROIECEIOE OF TE BNWOE O CULT. 3. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM ALL E CAUSE SIMULTANEOUS ACTIVATION OTHER SMOKE ALARMS ALL SMOKE ALARMS HILL AN OF ALL 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. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED (IN ACCORDANCE WTH THEIR LISTINGS). 5. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE. OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). ELECTRICAL V2RV VA1 JVfN'•1V VILE QR im Q r� T E NYAC 6 � ND M5TNlm 01-91E Br A MMOM TAIEBRDMKOR ®Y /(Q O AND IN (aGD 01 - rr�ECleD Or Idyl AI>®°DDL M.s rAa 10m V([rPWNNC REIN AID IMRWAD ALL NOO.S ON DIS SILT AID BEET 3 O IE w"M Y.r /rQ IMrY MUM PHIL MINI BF/1BR CAPACIM 14LM NiR M iNOL IWNX MR. I'D MMM 1j 9R11fE DNa7. MINI BifMli � tl� /vf3 m TIE gRNtE PNfi YMI HFAItli 5>E WT 1' M21bMr MIMr] T x.,••...-...�-.m-BE NOCA� FMM MAT SHOUN HIRE. r WT s tlRlm p�1D iE n OI-l1.. F DTDTE f3RI16R SCE D II(>sASD. RqE n A� (MBE NE NOR41. Ia a 1°): ((tyyL .ARC 21DII1AMmfE NdRA52D roRD ILTK Ql ITa I1E cA mO Nm MAT IS N unwr Ai NM-Y[fNU° W WITIE1!EEO"APPROV0134TK R WO-�u-101¢ -WASRAEO roigm. HNAIDRSOXIK BY150 AMPnE Lori AUB EDIT WIND ArsacnlmERAL �,�)�, RISER DIAGRAM (� NOMENCLATURE DOE RISE fol.) OM21I # ( =wwlIIRE lm �T ( �'Go60 _ OL BOLL ARLNIIE - ARC rAWT/GO Ar/QV - m 12-2 11 IC301wo) - tlIWT NOT LOW m MA M RCYAMOD - Onu f nm LORD W W SMALL APPLIANCE - /NC rA1LT/OO N/ti0 - m f2-1 12 RF9J11F11 - CRbrr MLR 113D W W >Z MVAO (KMND/AL) - WOIli16 7° b-3 CPT. MO20 RVE - MC rALLT/OO m 12-2 13 ®O EI6. P[ (0,00 Q9 - m 12-2 M SUM AIA SAS (NTDBAaEOEO/Ah AI - 15 14-0 SMALL APRPIIME - ARC FAILTIO O M/dp - m 12-2 14 BATH R10AI5 (DO) wo - m 12-2 2° Ri9RMD - CROW NOT USED W W/401 OIERAL PtNPOSE - ARC FAULT AP - 15 14-2 15 MATT EFJITT Io-2P 12-2 Ze fT1AMD - OiOF NOT I15m W W FAULT AF-16 11-1 IS EIiCR3C RAN¢ 4o-2P I-3 2r IlER/1MD - OEQR NO VSD W W ARCrALLTN-10 14-1 T7 tPT. oISIfA51ER - MC INLTAiO AF/VO-IB iF2 27 RE3J11tD - QWf Nm usm W W APPOSE - ARC FAELT Ai - 16 14-2 u DFIL tWeAGE �'6SAL - ARC FAULT AF /Wr 1B 14-2 n NEWI1ID - Opow NOT UST W NA ARPOSE - ARC FAULT AF - 1s 14-2 O LAUIOIY (1004 - AnFALT/wo Ol - m 12-2 n RBAMD - CRISK Nor LAID W W WOO MD - O QUIT NOT 11SD W W tl IAAIDRY (¢ORES DRrDG 3O 10-J N RESRMD - OiORT NOT USED SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. ° • THERE IS ONE REQUIRED FOR TV. NUMBER OF CIRCUITS USED =f*, PHONE. AND FAN PREP. TOTAL NUMBER OF STD. BREAKER SLOTS USED == (NOT INCLUDING DUAL OR FIGGY BACK BREMffRS) FLa 6.1 0_ au11n M1s wwu 1Da m6n I�p i_ _ ErwEss ll� -ro2i_FJ 10D 46 H 7 �, I k ar DININfi o s-c I IL _ 2r ' 'A N L, 6 le Oa I "'rM s AIN w " 116h1 hl_,I HIfiHeIOE67 D ,-, `��deIl B1 J E I o 51a °D' KID Es mnlmnum 10 3 C�'� - b LW IIFP a EtEPT. B® Z O ALP I',cnw DPBRMm s LKOT�KOW BPN1 9 / vBFI NP 2r FAR REPS a II IoweLEREPaWAPi � \� LIVING I I MASTER BEDROOM�/ fi b 123Iw 121B�1 it 5 ` 55 EHES pP�WI �unnN 6NP/11-2�sfl v6.1--Mp------ -� ROD Mart AS1®ASI®EA11' JAEOBSEN HOMES oR>I-FRAmTa [zxal MEP-3037-M1426 REQUIRED EXTERIOR DEVICE LISTINGS: Q W-01-21118 (2f-O I. ALL EXTERIOR DEVICES SHALL BE INSTALLED NTH A LISTED WEATHER PROOF AND/OR 4I/! HEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. LOGIC 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED' FOR OVER CURRENT PROTECTION. FJLAFiVlIJt{.KMl9APf NMS: 6. LIGHTING OUTLETS REQUIRED: AT LEAST CUE WALL STITCH -CONTROL I ED TAMPER RESISTANT RECIPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FELT OF A SINK OR BASH SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS. LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFC PROTECTION FOR PERSONNEL. 8. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF WP ENCLOSURE COVER ( ) (COVER). THE INTEGRITY of WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFC RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTFT SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 12. FAN / UGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. LOCK! REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 1. FOR A ONE -FAMILY DWEIMNG AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE NSTAILED ON THE FRONT AND THE BACK OF THE OWELUNG IF THIS UNIT IS TO DE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR OUTLETS (AT GRADE LEVEL) SHALL BE INSTALLED ON-STE. BY OTHERS. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. CEIUNG FANS HAVE BEEN INCLUDED IN THE 0 EC. LOAD CAUCS IN EVERY ROOM. THEREFORE THEY CAN BE INSTALLED NITHOUT ANY PLAN REAPPROVAL 14. SNATCHES, RECEPTACLES, AND / OR OTHER FIXIURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL -COMPLY PATH APPLICABLE SECTIONS OF THE NATIONAL FLECIRICAL CODE (NEC) 15. FOR 'ON -FRAME' MODULAR PLANS THE MAIN ELECTRICAL PANEL SHALL ALSO BE BONDED TO THE CHASMS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING "JUMPER' SHALL ALSO BE INSTALLED BETWEEN ALL CHASMS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REQUIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED (LICENSED) ELECTRICAL CONTRACTOR (ON -SITE BY OTHERS) AND ARE SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN EIE07MCAL SERVICE PANEL IS HIRED UTLLIDNG AN ISOLATED NEUTRAL/GROUND (4 WINE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATION ON-STE. 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 CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTETJS HAVE BEEN INSTALLED (BY OTHERS). 4. THE HVAC UNIT & REQTI REC. IS SUPPLIED & INSTALLED ON -SITE, BY OTHERS THE SIZING MID INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM, AS WELL AS ANY REQUIRED EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICENSED, ELECTRICAL CONTRACTOR AND IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL JURSUICTION HALING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER SIZING AND INSTALLATION OF THE ENTIRE BUILDING, BEFORE ANY POWER IS SUPPLIED TO THE MAN ELECTRICAL PANEL CR ANY PORTION OF THE BUILDING ol AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: mamm0lTrru YD I®ucfDAb 0 PpPROVf� • • OWIMIIQ, CFD lRl utmOd O IMM �D¢WNL4 ^� A7 mlmvmmn �� o 7-13-18 ? HT°iKiBRD� I AGYBmR NO ;13 InWDLARIN W wAIRNaraldW �� aAlaaSDl -£ N ARDWAYI 1nrS ROORIOADi 4o PSF 111NUTA vU m A6ONAN1 'P GJ yF w I6.ARi N POF -3WHxo�MIn94r02�lP1o1 Y�°NR CA POK° TITER 13• k"lb% m0°FNrEHMOa W1VA Ra�Oi1 1RONORAN 4.." LOCAL G n.snw„WntlwMm.�.,I..uo Milt _.I "la ! AA 1mMn TWO PA111'f fdlDi6F W OOIrIAAf 6E MlOtla ND.D I>Og9R 166E COMPLIES W/ INC JDING 2017 FLORIDA RES. CODE. ALL 6th MOTION ❑❑❑❑ ❑❑■❑ IEIFI��u G .•NSF�0���. 638U2 •; 1 10 L n[N121,10* ` 0 o 2 DZ AVE LI-E.E17.746514 0 f..Y Lamp PRAWN: -1114 D.W.H. CHEflIED' M.T. DATE: 6/27/2018 SCALE: 1 3/16' - 1'-O -114 SHEETS 5OF16 WIC: DID mre C DWS: 170 MPH MODEL: MOD-1426 El IM THESE DETAILS AND PLANS ARE CONFIDENTIAL NTIAL AND PROPRIETARY MATEERALS THE CMIEIITS OF THIS DRAWINO PACKATE OUNTA N COEIDFNIIM. EVIL/OR PRIVILEGED INEOBIATOL ANT UNAUTNOO]ED U5L. WPYIN% DLSMOS REF OR DISTFOUTION OF THIS PAOAOE, OR ANY OF THE OOElEN1S OONTMNED THEISM IS STRICTLY PRCKBM BY JA000.47N HOES AND MAY BE URAWUL 71ESE MATERIALS ARE PROVIDED TO ME RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED. OR OTERMSE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE YEIIHOUT EXPRESS WRITER AUTHORIIATION FROM JACOBSEN HOMES THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HO M ALL RIGHTS RESERVED. COPYRIGHT 2 COPYRIG T D 2018 . JACOBSEM HOES, SAFLTY UJMM, FLUMA. ALL RIGHTS FMMVM 0001 AP ROADL 1OIED TMJMM MAY BE E16TIIlUTM F MAX" ROOF AN:E 19 NOT DCemFA ALL CN&S QWMM ■11M IM PAMM ARE BAMM ON IM MAIL AOOWU OEM ROOF N 3PtQm AMM IR%AL NIATDAAR 1C X U' TWA VENT—' RINATION BERM/OOtI;IRIICIIQI Q(-9TF. BY OTM RINATION M MTION AND IS 9MCF TO LOCAL CODES AND NSPECOCK PER QDIM OESGN SU WAIL RUDAMON SNOYIN - ONNEER FOUNDATION TYPES MAY BE UNlM 10010� ^ lDOffl NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. w Nam' �180 Qom` - - • - . ,' .. r E1 EVAl10N NOTES: ` ` ' • ; SEE alOSS-SECTN FOR .• : �. :.. ', „ ' ROOF VM MTM mar j� ® 3C TV. TYRCAL FOUNDATION WT M �['�1 1E X or TYPICAL VENT FOUDAIM OE3GN/OONSIRUCRON ON -MN BY OTM FOUDATIM VENUATION AND 5 SU&ECT TO LOCAL CODES AND UiSPEC1M PER EAUNMU OEM STEM WALL RIWATION WE - OW FOUNDATION TYPES MAY BE UWM. FIFIFIF1 IJACOSSIN 1. FOUNDATION IS NSTALIFD ON -SITE. BY OTHERS 0. ROOF VENTILATION MAY BE ACCOMPLISHED 1FROUSH 11 SOME ITEMS SH MAY BE OP110NAL AND IS SNIBECT TO ALL STATE AO LOCAL CODES THE USE OFOTHM MWLATm EAVES OR ROW 14. SOME nELS SHOWN MAY REQ(AE SIZE INSTALLATION. DOMF] HOAUS 2 AND NSPEITEMS 10HNS SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COMM BY THESE SEPARATELY OR N OMUMIM ROOTS. OTHER OF THESE ES ODSMAY MAY E USEPICA S. ROOF OVERHANG (EAVE) STES MAY VARY, TYPICAL Ili. SOME ITEMSM SHOWN MAY FR M THE A, TU L ELEV. 14 TEEM E3"ATIONS TOE TYPICAL ARCHTIED ORAL [IE.9GNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS, FRONT AND REAR EAVES ARE 13 ljr AD SIDE EAVES OF THE I N& SIIILICIURE. ITEMS SUCH AS SWO TYM TYPE, I1E11S ETA WY 3 WEN ATION RED. THE ITL BY FLOOR AND FEOb FOUNDATION ARE ON-9TE, BY DIETERS VARY FROM 16' 70 tP WIAHALL BE 14 BATH (701AUST FANS SHALL BE VENTS) TO THE VF VARY ONS SHOWN. SE ELEVATIONS VARY FROM THESE E]iVA1WN6 910TM. F 4. ANY STEPS AND RAILS ARE am-sm BY OTTERS T]fimm OF THE MUM AND SHALL NOT DRAW 17. STEPS AND RAILS ARE ON-= BY ODOM DIFF] & LANDSCAPING TYPICAL, Oh�11E, BY OTHERS INTO THE ROOF CAVITY OR OTTER COICENID SPACE 10. ENQEEJ W FOR SITE ITEMS; BY OINERS 600 � d Orf�Rri 0. AC AND HEA7W UNITS ARE INSTALLED ON -SIZE, BY OTHERS AND MAY E fY. FROM SHONE. 11. THIS BUlDD10 MAY BE MIRRORED WNW ANY ,. PLANS (MAY E 'F111PPm' 14 ALL M31S RELATED TO A�IIY ON THE SITE ARE IRE AND O BY OTHERS (NOT AND [11:111-1 SOW HARBOR, FL 34695 7. am-D E3EVA710N 6 TYACAL ONLY. OF-SRIE PORTIONS OF EXTERIOR MAY IE CNMNOD BY THE RUIDINO WEAPPROVE. N ORTHESE0 sIOE TO SIDE AND/OR END ro Ero 12. FOUNDATION VENTS ARE TYPED& OLY. ALL IM L BY BEN) Off S1B�ECT 10 NSPECDON AND APPROVAL BY THE LOCAL S.J .DICTION WVW AUTHORITY. CONTRACTOR MUM TO LOCAL APPROVAL FWNDA71ON VENIMTION IS ON -SUE. BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF BANS 727-726-1138 WHEN FWMA71ON PLANS ARE DSIONO) BY ODOM UAOOBSEN HOES AND -THIRD PARTY APWNOVAL AGEN"S) ALONG WITH THE ARO117ECT AD/OR ENGINEER OF OE WLDINO PLANS SHALL NOT E HETD RESPOaSISUE OR UAW FOR THE FODDAION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF RE SUPERSTFILICRIRES SiHNCUNRAI OOIPOFNIS AND SYSTEMS RELATONO T'- * •• I �1� 163802 '; 11. I iB AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PppR0vg'5 s D D Z,' nv NINE om � u rrr 7-13-18 y D d NO A N a1rAr W-20 ��2 OG ns•w m . � � Omc�yae� 3M42P)OMD FR PSy �nx•��na •r C'9RTER ti' •n ®,pyD"'rir: S.o • 1aAo m i"ilnwrt.o:•O6� COUPLES W/ 2017 FLORIDA RM CODE DaDDDa ALL a1N EDITION ® z� M E. bEAlDRAYAVE EUA11A[..:N 46114 (94T 26&V7 0 O 1 �-. I., m m-_ mm= m-_ as�J DRAWN: D.WJL CHECMEDI M.T. DATE: 8/27AOIG SCALE: 3/10' - Y-C- SHEET: 6OF16 WEC: Ev— C DWS: 170 MPH MODEL: MO -14211 TIM OTALS AND PLANS ARE OREEMIAL AD PRO METARY MAT03" THE 001470419 W TM DRAWN PACKAGE OORAN OO471ENML MC/Ot PI0100 LiaLlATIM ANY IIKNn M = USF CW*a MORM OR DISUMNION OF 10 PAOGN$ OR ANY OF THE OONENO CONTANM METH. O SROCO-Y PRMERM W AWOBE7N NOES AND MAY BE lWMFM. THESE VA70WS AM PROIOFD TO TIE RECFETO FOR 911EOlC PIEP=1 OILY AD SHALL NOT E swoia, Cam% OR OTIENOSE REPROWOD AD/ON mmF= O TO ommts FOR.ANY PIwm w7HOUT E rms mi E AUIHMQATM FRO: ,IAOOSSM HMM THIS DRAWNI PACKAGE AND ALL ITS CONTOI S ARE THE .1rc,.SIVE PROPERTY ' MOOB:EN HOES ALL RIOIIS REgBVED. CWMMff m0 COMOOR © we . dA0 901 HOB SMETT HA BM FLORDA, ALL NOS REgRM FDUlDAIION VEIEiMTipi AND 6 SAT.ECT iD IDOL CODE AND NSIECOONS PEA OREM DE M SH WAIL FWiDATION WE - OTIRR FWEDAIN TYPE MAY BE MIR. mBR APPROWFD. IISIM TRYMM MAY BE NESIIRRm F YAW W RWF MICE B IC:O®EIL ALL "M OWRNED DOER TIM PACKAGE ARE RASED OHM MAX AILOWME DCM ROOF *a& MWm AWOL JY>p�ATNA T� a ps�.�L Aa �11 �4 LDOO� e6�>LDOO NOTE, THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. .4 ELEVAl1ON N01M SEE amSS-SECAON FOR ROOF VQIiO IM 39' flP. TYPICAL FWNOATIOR 19' X r 11PICAL mw I MATT IN DESIGNIC010RI1CIION ON-SiE BY ORM FOUNDATION VEAIIDTIQI AM IS S UCi TO LOCAL COOFS AM RGECOONS PER ENf#DIED OESiQI 8TE)I WALL FOUNMAAON NO - ODD FWMATION TYPES MAY iE OTOfM. G "®N FIFIFIF-1 ■ 1-1 ❑ D EIMPFF] ❑ ❑ D 1-1 WOOSON HOMES bOO �,I�CKARD COURTS $'� U0� 34695 1. FOUNDATION IS INSTALLED ON -SUE, BY DOORS 0. ROOF VENTILATION WY BE ACOWUSHED THROUGH AND IS SUMCT TO ALL STATE AND LOCAL CODES THE USE OF EMER VENTILATED EAVES OR ROOF• AND RISPECISHO VENTS. EITHER R IN THESE ATIOILMETHODS YAY ff USED 2 9011E I7E11S SHONN MAY ff ON -SITE, BY OTHERS. SEPARATELY OR N COIRINATWN. � SITE HENS MAY VARY, NOT COVERED BY ROSE B. ROOF OVERHANG (EA1E) SQ!ES MAY VARY. TYPICAL APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1 AND SOLE EAVES 1 WEN FOUNDATION 1D' TO 8' HOLL BE V E THE CAROM_ FLOOR AND REOb VARY FROMDUALIST FT]IIMATION ARE ON -SITE, BY OTHERS. 10. BATH EfOIAUST FANS SHALL ff VENTED 1D THE � 4. ANY STEPS AND RAMS ARE ON -SITE. BY OTHERS. DaERIOR OF THE B ILM AND SHALL NOT EXHAUST 0. LANDSCAPING TYPICAL. ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCfAVID SPACE 0. AC AND HEATING UNITS ARE INSTALLED ON -SITE. 11. THIS BUIDNO MAY ff WRORED WITHOUT ANY- BY VAIM AND MAY BE ONLY. ONSI FROI TICS SIDE TO SIDE OF THESE PUNS (DAY ff 'FLIPPED" 7. EIEVAl10N 6 TYPICAL OH.Y. ON -SLUE PORTIONS SIDE 1D SIDE AND/OR END TO END). OF WMOR CONTRACTOR. �SUBW 70 LOCAY BE CHANGED L APPROVAL Y THE BLUM 12 FOUDAATION VINTS ARE TYPICAL ONLY. ALL TION VENTILATION ON —SITE; BY OTHERS. E 13. SM M31S SHOM MAY BE OPTIMAL 14. SME UTELIS SHOWY MAY REQUIRE SITE INSTALLATION. 15. THESE E ITEMS SHONW MAY ff QL ARC, E TURAL 10. 1HSE E1�YA710N5 ARE TYPICAL ARCFOECRNIU. DESIGNS AND WY VARY FROM THE ACTUAL ELEVATION OF THE FINAL STRUCTURE M31S SUCH AS SDNO TYPE, DECORATIVE fiETIS EIS YAY VARY SINGLE lM T SE ELEVATIONS VARY FROM 1fIFSE F1EYA71QS SHOW 17. STEPS AND RAMS ARE ON -SITE. BY OTHERS, 18. OK04 LNG FOR SITE TINY$ BY OTFEIS 19. ALL M31S REAUNG TO AOCESIBDTY ON THE SITE ARE AREDESIGNS)SUB AND O INSPED BY ohms(NpT .I BY T EN) AND ARE SIB�ECT 1O InPEC110N AND APPROVAL BY THE LOCAL JJOSDICTIGN HAVING AUTHORITY. 20. Y MIRRORED WIHOUT RE —APPROVAL OF RAMS 7� 726-��`38 WHEN FMMA710N FLAILS ARE DESIGNED BY OTHERS. JAOOBWSEN HME5 AND DS THIRD PARTY APPROVAL AGOSICY(S) ALONG WIH THE ARCHITECT AND/OR ENWEER OF TEE BUILDING PLA16 SHALL NOT DE HELD RESPOHSBF OR LIABLE FOR THE FOUNDA71ON DESIGN AND/OR CONSEQUENTIAL PEAFUMIANS OF THE SUPERSTRUCTURES STRUICTURAL 0011PONENTS AND SYSIENS RELATING RFRER4 1 AREA RESERVED FOR LI511ING ,AGENCY APPROVAL SIAAAPS: PpPROVep o 7-13-18 y ° ;v M mpw 'O4'•�°°'• 117"vm OGYZES W/ 0017 FLORIDA REF. CODE. DICUDNO ALL IL1h EDITION ■ ■ ■ ■ ■ ■ ■ ■ Amil N 3F•• �'i •'t'i * 9 3802 =:*' goo s. eCRvuuAYAYA WHIAU, IN W14 13141 ]64."43 44 z 0 1 —1 DRAWN. CHECIOa: MT. DATE: 6127AMB SCALE: 3/16' - 1-0' SHEET. 7 ®F 16 WEC: Expaao. C OWS: 170 MPH MODEL: MCo-14se RE'.E DETAILS AND RAS AGE COELOmAL AND PRWREgBY WTH°ALS M CWOENIS OF TIES MA M PACKAGE OWDAN OOHCEMIAL AND/CR P IMEM INFOR IATM ANY B ALITHM RED UM COPING. DMOLORAM DR 06R®IIDW OF INS PACKAGE. OR ANY OF M ONTIMS OW YAM TIEIM 6 SIRIMY PAOfH® BY JA MSDI MUM AND WY BE UMAWTL THIM WAM M.S ARE - MOVD W TOM REQp(T FOR WECHO PRPOg9 ONLY AND SHALL NOT BE SCANNED. OWED. OR OT ERWg IEPMCEG AICAR DWIRBUM TO OTHERS FOR ANY PURPOSE WRIDUf OPRE59 W3ROR AIIIHOIDATIOR FROM J40002N HOES. THIS DRAPING PACKAGE AND ALL M COITIM ARE M EXCL � R20POYIY OF JAO[I8W71 HOES ALL R12I73 IE.4IRIED. OGEtAWD ROtt C(PYRI HT © TOR . JACMEN HMM SAFETY HARML FLOM& ALL RCHS 1ESE VM PLVMSAS G R\1 S: ,. THE DRAIN/WASTE/VENT (DWN) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY. THE FLORIDA PLUMBING CODE 2. DWV SYSTEMS MAY BE ASS OR PVC PIPING A TUB AND/OR SHOWER P-7R11P ACCESS IS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TD LOCAL JURISDICTION APPROVAL 5, THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (014-91E, BY OTHERS). 0. THE WATER HEATER TQP RELIEF 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 0. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES IL A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH 11011 WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON-SfTE, 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 EXTERIOR WALL INSULATION. L® ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-1.5 INSULATION (ON-STE. BY OTHERS 11. WATER SUPPLY LINES SHALL BE PEX POLYBUTYLENE. CPVC OR COPPER. 12. WATER SUPPLY STUB UPS TO BE 1/2• 1S ALL SUPPLY -CROSSOVER- (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEGHT 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 TD LOCAL APPROVAL. 1a, WHEN PROVIDE]; ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' P (48.8"C). is. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 17. ALL ON-STE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON-S7E PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. L J 1� r WNT,HID ROOF' (SE RAN FOR IOCA= NOT EIDIUM ALL K" TYP. 3jr -tvmrur 00M SCAIJE: NHS , ,/r VENT THNH ROOF OR J LISTED AIR AIEITINNEWINE (AALO OR JD1 W/ r MIT r«NET MIT T r Typ. SCALE: NHS lr M : DISTANCE OF FOITUE TRAP FR011 VBrt SIDE (�) (�6 OPE PER � E FROM 06TRW RI" Y IN K-0' r IN ,ram 4• IN 11Y� TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND TESTING IS RED A LICENSED PLUMBING CANIRAOTaR IS REQUIRED TD MAKE ALL C CNNEC = AFTER THE BIDLDM IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIK WASTE. AND VENT - OW SYSTEM). ALL CN-SITE CONNECTIONS S ARE SUBJECT TO INSPECTION AND R MW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL 01-S M CONFECTIONS HAVE BEEN GDNUPLETED. THE LICENSED PLUMHNG CONTRACTOR SHALL PERFORM ALL OLSPMMONIS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTTON� P2507 OF THE FLORIDA 000L LOaO „/r VENT TINT ROOF OR J ,STD _t AL W1 r V (AAy aN W/ r ENrVALVE sow r SCALE: NTS 3 L , ,/r VENT TIID ROE OR UPO J AR AMITTI NE VALE (AAV) 19 ,DB Typ. Tub OEW L - 2 scm: Nis r VET 1111111 ROOF J r UK , R/r r WA �r WATER HEATER PAN au' E 24 GA. MV. SM (OR EQUAL)Y, 1 TIT DEEP WMAND OF SFiHaNT Ga Me SHAPE To RECEIVE ALL DRIPPINGS OR CO DEIMTE FROI THE WATER HEATER TEIEFNATUE AND CIARE FROM THE RELIEF VALVE OR VALVES PRESSURE RELIEF VALVETHEALL E ORAI ED BY AN WNW WASTE FIFE NO LESS MINE1) II01 N OAIkIEER QD THE DIARIES W DE ounu ) l RTLUFFs INine WATER HEATER OHITIUasSTOWS ON=4•� TO+ MAY E LOCATED ON SEE OF TAWTEMPEPATINE t1lF AND P EIMU EREIEF VALVE MAN MAYE DISDOflGED INTO TEWATER HEATER SAFETY PANHOE (PER FPC 7040.1) ■EN TE DsaARE FRIN TE IEiIEF VALLEY s ED EOO D 4SMARGED MO TE WATER NEATER PATE TT MULL EHWWD FULL-SM GF IE VALVE amen FEE To A PartWATER EATER NOT MOM THAN TWO (2) HOER OR NO LESS THAN ONE PAN WITH om (1) DO ADM THE PAN FLOOD LEVEL. RIM. WATER NET MAY E RE DOTTED m 1• MN" TYPICAL WATER NET I,o OVETIFLOW THINE FLOOR A MAN STTOF VALVE Aldla OR INTO PALE EGO A VACUUM RELIEF, SHALL E (SEE HODS) 16TALLED. BOTH AREW_SEM SY BY OTHERS AND SUBJECT TO Lase INSPECTION AM APPROVAL. f %W VENT mD ROOF' OR LISTED JAIR A (TONE VALVE (PAN) LAM. , 7/r o V. MAID SCAU: NTS , ,/r VENT IM ROC' OR LISTED JLl AR AWITM E VALVE (AAV) 10T a« SCAII.E: NISI a' "fA. ORML f ,/r TENT TEND ROOF OR SCA L9: NTS J IaED Alt ADITIMM VALVE (RAN OR DIN W/ r VErt WASHER r o WASHER OVA& SCALE: NIIS AREA RESERVED FOR LIS71NG AGENCY APPROVAL STAMPS: PPPROVFO �..... ,v SFD o rD WHIR Cap 7-13-18 ti NO A N arar •u.vua mr.yooa F Jos.o.o. alp 42+v1 + d F� Pyy �owae�ti��o°��ol� �gRTER W kwm venal COLpuLs W/ 2017 FLORIDA RES. CODE, INCLUDING ALL OtR EDITION r ■ III �!� • if 3802S. 1 Sao e. AuaoslerAVF FLe1HJR. IN Na1N (e141264-°I43 5 1 z A I DRAWNt D.WUL CHECIGD: M.T. DATE: 0/27/4 MW sCJLLE: 3/18• - r-0• SWEET: }��t SIP 00 6 WEC: EaW°.00 C OWS: 170 MPH MODEL: 16100-1425 THESE DIETAIS AND RANG ARE OO IVIENOAL AND PROPRIETARY MATERIALS THE CONTENTS OF THIS DRAIWD PAONAGE CONTAIN OOFICENDAL AND/OR PRIVILEGED IFO IIATION. ANY UNNmOfDfD USE COPVINO —OSURL OR 060ZBUOO/ OF THIS PAO = OR ANY OF THE CONERTS CONTAINED THEEM IS STRICTLY MOM BY MOMSEI HOES AND MAY E UN ANUL THESE MATERIALS ARE PROwED M THE REOPENT FOR SPECOM PuaOgs ONLY 00 OWL NOT E SCANNI A COPIED. OR OTFFRWg REPRmB® ANDJUR DISTRIBUTED TO OTHERS FOR RIMY NRPOE INTHart OFFICES WRITTEN AUT HORaATM FROM JACOBSENNI Ha6 THIS CRAWNG PAauOR AND ALL ES CONTENTS AM THE DELUSIVE PROPERTY OF TAoaISEN HOES ALL RIGHTS TES Rtm COPMOHT 2O CEIROrt 0 =3 . JACOSSE4 N HOES SAFETY NARBI R, H:Om, ALL NICHES IESSILA & WATER SUPPLY BASED DN 413 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET 12vx1' 150'X3/4 5iX34 15'X3/4 %1/7 I" INLET 11l1 KITCH TUB h SINK x x WC mv s X LAV .� WASHER — lie �IrE i x CROSSOVER MAKER ER 110f x 3/4 110� X 3/4 W� x �p�•`�tb�� ��Y��" t 39' X t f SHOWER i t s Iy V l�l o U� :VIERg x Trv� ����a 45 � �Alm�9 ' l_ �� ��lif e., Ulms�MIx11� � � � � ��� I Ill T POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER YLEM OR OTHER PIPINMATERIALSAPPROVEDTM PERRSSTATEE /ORR - OUCAd COED DE(S� L WATER HAMMER ARRESTORS NOT REQUIRED WITH NONNETAWC WATER LINES. s THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 11NCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 4. THE WATER HEATER TdP:1EF VALVE SHAL DRAIN TO THE EXTERIOR (ON-97E. BY OTHRRS). a THERMAL EUPANSION DEVICE, IF REQUIRED BY WATER HEALER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE. BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL a ALL PLUMENG FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. 7. A SHUTOFF VALVE 9iALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER INLET 70 THE BUTDING (THIS SHALL BE INSTALLED ON -SITE. BY DIMS) AND SHALL BE SUBJECT TO LOCAL APPROVAL a WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED 7O THE EXTERIOR ED SHALL BE LOCATON THE HEATED SIDE OF THE DMOR WALL INSULATION. MFM ALL WATER LINES LOCATED N ANY UNOONgTLONED SPACES SHALL BE INSULATED WTH MINIMUM R-aS INSULATION (ON -SITE, BY OTHERS} X %0 E. WATER an -PLY STUB UPS TO BE 1/Y 10. ALL SUPPLY 'CROSSOVER' (WING LINES) RAPNG SHALL BE CONNECTED ON -SITE. BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NOdABSORBEIIT MATERIAL 12. WHEN PROVIDED; ALL FIXTURES FOR SHOVERS) COMBINAMONS SHALL BE CONTROLLID BY AN A MAMMUM CURET TEMPERATURE OF 120E F (48Z 11 ALL LAVS SHALL BE CONTROLLED BY AN APT U. EXTERIOR FAUCETS HOSE BI S OR WALL HYDRANI HOSE THREADS) SHALL BE EQUIPPED WITH A VACU MANUFACTURES NSTRUCTIMM EXT. FAUCETS ARE to ALL ON -SITE PLUMBING SHALL BE CONNECTED PLUMBING CONTRACTOR. ALL ON-97E PLU REQUIRED INSPECTIONS AND APPROVAL BY TH JURISDICTION. MPLETED ON -SITE, BY AID/OR IUVALVE YATH AB/9ROWIR ] YD NO MIXING VALVE R SUPPLY OUTLET" WITH HER. INSTALLED PER THE ED ONfSTE. BY OTHERS. I&= BY A LICENSED MALL BE SUBJECT TT) AUTHORITY THAT HASW 04 NININN bJill mR I 'ow 1 331 3a 114.p 011, Rip € R I&1l1 Isis, 151 4118 SITE 1IVSPECT1OIVS AIVID TEST1IVG IS REWD A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE --BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. LOOK! 0 AREA RESERVED FOR LIS71NG AGENCY APPROVAL SE WIPS: PpPROVep a ^a. 0 7-13-18 Oy NO a N mar � .�'� _ Sc ` Drr Y0P13037M47l.] OOPLES W/ 2017 FICROA RES CODE. INCUONG ALL OM EDRION NEININI �in 63802 1 M E. /GNDSIFY AVE "MILT, IN 4 14 IV41 ]A4o741 5 DRAWN, D.WJL CHECIW: M.T. DATE: B/27/2OtB SCALE: 3/t6' SHEET: 9 OF16 WEC: ap� C DWS: MODEL: 170 MPH MOD-1426 8 DIEM DEOLS AND RANG ARE OOFDBRML AND PROPRIETARY MATERIALS RUE CONTENTS OF THIS ORAWNG PACKAGE OORAN COEDDEBAL MD/GR PRNVDED E OMMON. ANY WWWROED USE. CCPYM =LOMM OR WIREN1DN OF THE PAOMOF OR ANY OF TEE CONTENTS CQIOIED T1ElEN. IS SDEOAY PR06® LEY JVDOSSEN HOES AND MAY E O4.AWUL TIESE MATDEMS ARE COPIWOR © 20IE . JIICQa4M NOES SAFETY HARBOR F1drflA ALL WONIS IE4RIED. PROVIDED TO TEE IECIPENT FOR ETC PURPOSES ONLY AND MULL HOT BE SCAN NA COIVA OR aT ERMSE REPRODUCED AND/OR GISIM ED TO GBDAN RS FOR Y RW= WTHOMR � WRITTEN NRHOOM RGATCH FRJACOU" HOESIE TDRAWN PACKAGE AND ALL OTH S CONTENTS ARE E DlQUUSVE PROPERTY OF JACGILSEN HOLES ALL NOITCMREOR S REMYM 7CtA 9PPLY QIlNO N 119 71 g SUPPLY DUCT DINKIER 1218 SUPPLY REGISTER BE 7YP. R.A. IRAN3DT O'EDRN AR) GRILLS ! TRANSFER WA SFE FMCC 6011A (EX�1NW 1AIR 1 ® L UAY WBE DWAI:ED THROUGH INE WALL IN LFll OF 7 E Ce7NG AS 2011N. RETURN CO NG REGISTER MEC",NIM NOM: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANS. �2. INTERIOR DOORS SHALL BE UNDERCUT 1' ABOVE THE FINISHED FLOOR FOR RETURN AIR 1 NLIIffiRESIDENTIAL ALY NOTED ON THE PLANS. VENT FANS SHALL PROVIDE 50 CFM I@OMUM OF VENTILATION. 4. COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM IOMMU: OF VENTILATION. S BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. �B. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE (S1 � PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER CLOSET AND/OR URINAL. WHICHEVER IS GREATER. THIS IS REQUIRED TO BE INSTALLED ON-STE, BY OTHERS. '�47. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REVD RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE. BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE CODE(S); ON -SITE, BY AN CER7IFIED ELECTRICAL CONTRACTOR. /f UPS N 6R GREEN 0 Q LaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C MICI%ANIM N=S: a ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF R-8.0. a ALL DUCTS AND DUCT OF THE BUILOINC, SHALL HH1SYSTEM MIIMUM MPON�R-VALUE OF �R--8.0 OR AS ATS INSTAD ON THE�LLO ED T�OR BY THE FL ENERGY CODE 41 10. ALL HVAC COMPONENTS INSTALLED ON -SITE. SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. It ANY AIR HANDLER RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. m t2 SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR COMPLETED.ACROSS THE MATING LINE AREAS) OF THE BUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CON ACTOR TO INSURE THAT THIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASLY BE COMPLETED. 1A OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/ FMC. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. a1/r eour I 301/rZR1/E II d6_ 30IltX401/P I I BM I2 + ��--- IIPiRFPFORI �12XO6C IN Im -( r--_} JlDYJ���1 I Ln 2X6. I 12X6_ ME I O �— 7 I� I� I II 12X6. i O � M v I MASTER BEDROOM I IN E: Y'� "'� '^ C y® CD rI pB-10X6. W I 7•dl JAEDBSEN HOMES MOP-3O37-1141425 FwT or -in MINIMUM MUMM OQUIPMINT SPI KS: ALL CUMAIM ZONE: 1. PROGRAMMABLE MMOSTAT IS REWIRED TO BE INSTALLED. IAa1 2 REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL 101F� CASES, THE NINBNM EQUIPIBNT SPECIFIED SHALL BE INSTALLER J. FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN'CFM FOR THIS BUILDING (REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY CALCULATIONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED DUCT SYSTEM. A MANUAL-J FORM IS REOUIBED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON-STE TO INSURE THAT THE AC/HEA7ING EQUIPMENT IS PROPERLY SIZED (THIS IS REQUIRED AND IS ON-STE. BY OTHERS - NOT JACOBSEN HOMES). I' pri I. W E N SF''�M- 63802 ;* ` AREA RESERVED FOR LISi1NG AGENCY APPROVAL STAMPS: n.e (D9fICIAMY O PpPROVep mt6N1®DN 1D6 omnuUv, CFt1 RIAARM 01 • lA WI �WABIi 0 V 6Y0 Y11001R ��� ^�• 0 7-13-18 DIRR'.LNUYRIO 1 N AIAIT. MAX RUIDGNIIDtV NO� man®m A FiZT ����T ~ Rpm b9 AWNMDIDO. IgAt4 Epp1 sot! IIAMtW 11(P-J0J701147C1 COMPLIES W/ 2D17 FLORIDA RES. CODE. INCLUDING ALL Sth M710H IN1111111��` � � x .A 700 L 6FARDSLLYAVE aO1ART.IN 4604 1574) 2644145 71� DRAWN: DALH. CHECM: M.T. DATE: 6/27/2018 SCALE: 3/16, _ V-O• SHEET: 10 OF 16 INEC: EIWOaIIn C DINS: 170 MPH MODEL: MOD-1426 11413E DETAILS RID PLANS ARE COTME N AL AND PROPRIETARY MATEMALS THE CONTENTS OF DOS DRANNO PACKAGE CONTAIN COOIDENHAL AD/OR MILE® WORYATIM ANY UNAUDItlLhD USE COPINO, OSYL OR OISIRI011ION OF IRS PACKAGE, OR ANY OF DE CONTENTS CONTAINED TKERIX IS SMCTLY PNUIDiRRD BY JACOBgN HOMO AM MAY BE UNLAMNL THESE WIFFEALS ARE PROVIOED TD INE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED, OR OIHFRMSE REPRODUCED AID/CR 0SIRIE 11ED TO OTHERS FOR ANY PURPOSE %MOUT EXPRESS TAUTEN AUTHOOZATON FROM JACOBSEN HCMES THIS DRAWNG PACKAGE AND ALL ITS OONTDNS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED. COPMGHT =a COPYRIGHT V 20B . JAO03SDN HOffS SAM HARBOR, R.ORDA ALL ROILS RESERNM 71MR7J>•AYu1NG: INSTALLING A NOWL.AB STRUCTURE/WILDING CAN BE W EMMY DANGEROUS. ONLY WALM PERSONNEL SHOLLD A77EMPT TO INSTALL A MO MM STRUONRE/S MMXL IMPROPER PRO®L1RF' OR TMNOUES C0= RESULT N SERIOUS MIRY OR DEATH. " AMMON TO THE DANGER 'TO PERSONNEL. HIPROPER INSTALLATION REELLT IN EXTENSIVE DAMAGE TO ME SLUG ORRE NEVER ATTEMPT�ALLA71O4N FF YM ARE NOT QU&Fm OR DO NOT HAVE THE PROF -ER TOOLS AID/DR MWMo . CM.V d ION: MODULAR BUDDNGS/57RUCTURES CAN WEIGH SEVERAL TONS IT IS VERY L@ORTANT THAT ALL PERSONNEL. O7 INS JOB SITE, BE WALFIED AND PROPERLY/ADFAUAGLY TRADED. A CERTDTD BUILDING CONiRACWR IS REOARM TO BE RESPONSIBLE FOR ALL SAFELY NT I;n PRO S, POLICES. OR PROSEDIERFS THAT MAY LE MANDATED BY OSHA AID/OR OTHER PROMS, 1 SGTE, AND/OR FEDERAL ODES MOOR REW ELERM THE CORLRACTOT SHOULD NSUM/pIECILM THAT SAFE AND PROM TEY3WOUES ARE USED. to Irr.raL ur r.A'r •ml rAarxsmyexm .wx x r1.ol drool n s rd ava ll.a air rrrrN Virrd vdMl• W r w•s myna rN i�llf ps t l/ lmlW.aN�ErAQ araL A.Nrlm lWr OAYf.rG°O Qr+nAa Er¢ w°as�aplOOapd��A.Lryu n° Idi amwnL pxar�rrrlfaarllp rar rlr•tr/..1WE 0' Arr[fm RL aQ r[rmd m Yr. rroa� wM.M fax YFL1�d.1S rrIQOA.r (r la:w} �IOl�arl.•Y �/!O 1lf.M/a m-ri n°.w oar rnp laa .vMN.ulu� cM n xrr°a vx waalaastnaw •. rrinar anrn.raa m Iaar.Ar. rM�lp Ma.f m m IOIAOOIMia�dMlm. �Lr6.�YA1®I OIFia MATING LIM= OmmmmIgs) \ SCALE: N.T.S. DETAILS 1 THROUGH 3 ONLY APPLY WHEN uslo� QAmaamir lae�r iww.mn.�irtm A HINGED TRUSS SYSTEM 15 INSTALLED �OYr r~pauf.�.Gr ON THE STRUCTURE. HINGED TRUSS SYSTEMS aAF wwm arAa..IarrosmvvrN yl'. , w•rmlw aowo, w�.�is.o�i.�06 ARE OPTIONAL. 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NAL 4.711 K OL MAX 41&M PLF SEAM ONE SIDE ONLY 9 GA STARE L77 K 2 K LL MAX - SEE NOTE 1 0.1Db 1/C WL 3E7 K OL WX 206E M SEAI1m GE SIDE OLY 10 oA SURE US K O K OA MAX L9flO 1/Y MAL 7M K OL MAX 2E64t PLF SEATED ONE EE ICLY 13 ati STAPLE 4 K OL MAX 49fV31/Y NLL L.OD K CA MAX 401E NF SEALED ONE WE OLY 15 (K SAME 3 K OL MAX mwa 1/Y MIL A;m K OA MAX slaw PLF SEATED ONE WE OILY 13 GA sum IMIL2 K CA MAIL - SSE WIE 1 LM)a I/2' NIL 2EOM K GA MAX 9t1.71 NF SEATED ONE ODE OLY 14 GIL STAPLE Kt75 O K OA MAX L91b Iff MAL L440 K LL MAX. 33614 PLF SWAIM OE 1DE OLY 14 GA SFAP E 4 K OL MAX L9flO 1/t' MAL 4.@ KOA MAXLULOB PLF TEAM OE ME ONLY 14 GL SEAM 3 K CA MAX owes 1/Y MLL 329 K OL MAIL L1" PIP SWAIM ME tDE GUY 14 GL STAPLE 2 EL OA MAX- SE NOE 1 49143 I/Y MAL LN K OL MAX 2474 PIP MIRED ONE SIDE ILLY 0.1211 MAL LEAS K 0 K OA MAX Lfl1YO I/l MAL LAD K OA MAX 441M PLF SWAIM OE WE I LY 491 HAL 4 K CA MALL L1N'.31/Y NAL MY K LO. MAX B" PIP SWATHED OE ODE GLY 0.131 KG. 3 K OA MAX L9Y1O 1/2' NAL LIM K OA MAX 74L2 PIP SEATED ONE SIDE ONLY 491 MN. 2 K LL MAX - BE NOTE 1 4914.Y IM MAL IM K OA MAX LDJ• PLF SEMIED TO m 1E GA GAME ME 3 K OL MAX Lums I/Y WL L39 K OA MAL I PLF SEATED TDI SEES 1S G STAPLE 3 EL OA MAX L9AO I/1' WL um K OA MAX 1TILGO PIP SWAIM To S® L131 NIL 3 K OA MX Am Itz WODD on tan K OL MAX ,40244 PLF SWAIM TD 9GB L131 MAL 2 K LL MAX - SE IDLE I /ILO ,/l TDm S7LW LDOO K GA MAX NOTES FOR TABLE-I1-1 1, SHEARIIALLS WIN SHEADNO FASIEDI 7 CIA MAIMRIN MARE DOUBLED SUDS AT ALL ® M=/SEAMS AND AT EIS W WALL SaMI6 2 LYL SRD CEACM S 9' OA: MA=M. L No GIBE IS BEMIEA SMIED FASLE DIS OLY. L STATUS M WALL S SRN SOILED TO BE 4XO4INIA 3 W= ANY 024=101 (WALL TO AWL. WILL 10 ROOL OR WAIL 10 MW TNfSS). L LYA INNS MR 491- RALS MY E GIRMITD FOR 7/IB' STARES (S GA MR 15 MIA) FOR FASTEM SEATIM TO MOM ON A ONE m aw BASIS OR AS S4DFm N RE APPwm OnGDDOOMR wmx E FASm at SGSDMIMI SECTS/FAMES L SHEARED FASE]ED - ALL FED FASONE S FOR ONO ®GI SERA WnES (W ARE J' LL MAnAM SPACED (ALL (ALL FASIE ER TIP% 7. FASmDR SPAM M1iD IN ME TABLE SINL BE OMMEED AN AWRAE SPAGM FASmER3 MAY EXCEED THIS BACK AS LSD AS. BE AMUR TMEN FROM ALL FASTENERS G FILIAL 70 OR LESS THAN THE MDYM SPACES ALOUD (ARTS TO SWAIM AND/IR WAIL FATS OU4 L ALL NM®IUL SEAMS APE BLOCKM L VALES TARN FROM ESR-0AL 14 AMEN FASmDR FOLTWON NICE RAM ME®G S t I)r LNPSI CM RM SPECIM N ENS TABLE (LYL FASmID MLYA. It. TABLE VASES MY E NmEVLAIM 9. ALL VAUEB PRE TABLE ARE BM OR 3/F APA OR TBD RATED REARM -YEARN S IATIM MONESSFS MY E SESRMED. 16 TABLE VAIEs MLWTFD BY OI2 FOR SF AND IA FOR IM. 14. TABLE VAST APE CAM IN IF WEN (ML FRAMp) LyeOCT FWD ON NOK-HINM (�;..�. 1�EyM. NaR1�D TRUSS DETTAL yy SCALE: 1/4' a 1'-V 11) wmaam A1rs "Ai r�rr� a rnr ms MAL m1�OlYL m \`iAl 31,11m��ila Q�iut WppO��lO,�ivlf111INI�u® ONL Qaati1YD � y�(�; ��� MARRE�G LI E(S) �CONO CONNECTION(S) Sls�4RROAI LY )DLl9IA" L b SCALE: N.T.S. IS:- �w _ 7/O' TRE7IOD j%n ANGLER BOLT BON,-m52E _ 1• TEEADm Rm/ANWOR BOLT SIDERALL OR MATING LINE WALL ( THE ADJACENT KUL IOUIN (RACINESS) FL)Sl MAY BE NOIDFD N THE EFFECTIVE I.ENGTI OF ME 94F RR WALL THAT Is ATTACH® TO ME ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH P %now SCALE: N.T.S. S 17 IE DMNMETAL PL JO515 M. RII® TDSS DRAL yy SCALE; N.T.S. 41I aId I.r a 1M1r Iavrll,L c.ud r a d.rm IF �'IfaC na wMr clue v m�.rdr VaWMM I IIIIIIII RANDS 1r1.raL m a°r r f� rrL YK.rrra. Ga IIYa..lYlQrd N ■ aaam REDO MATNG ay LW-S) DRY-IN/FFLA.SHNOG K.VIEW - -� - SCALE: N.T.S. 2S _ 71BO Les =5 _ORES ILLS JmTs (SEE CEDER UETA2S tL�EORfuy BLLaLr INEM MALL AREA DO SCRAPS d' UINABO 1E®E CAPA/M MY E USED N IJO1 d' il£ BRAOEIS SDMI IEiF1/ - KE GOER DISNt EDE MEN 63802 (1� •< �I wr O R, ENO NEWS SIREAV ALL FAS R RIG70 JOSIS - (FA.s�L�T/DrRy■Y�1�NISST�ALLyIDp`) ® T t*■r1�.oSSyy�.r1t1 slog Tt to R IR s SCALE: N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STANDS: • w �I ° PPPROVf� mow. . CFI � • >A IEn w.u. lob 7-13-18 NO N _' 1°m ymrM W ar .uwamnvIm •£ F- ew....a .�-FW rux Q Y ildIA I . rmC.Ilorr mll[Aw�1� � Py la,noa.o Irw.oxrr m 4 OgRTER S.ii"vi"erw CO PM W/ 2017 FLORIDA RES. DOOE. INCLUDING ALL OBI EDMON 7°a 1. R1MOSIEYAVE UKHAaL IN W14 1174124/•au 3 I � mm= m-_ mmm mm= m-_ ` mmu DRAWN: D.wJL Cf1ECRED: - M.T. PATE: O/27/2O18 SCALE: Smm, 11 OF 16 EEC: Reed e DTNS: 170 MPH MODEL: MOO-142B 81 l3 S MM OETALS AND RA S AIM CMEUMM AID PRW MY MAIEIRALS THE OOOWM W T6 DWM PACOE OOIFAN DNfONK AO/TR PMwmm NTINAIIOL ANY OU nm= UE. OOAN4 :� "aa OR OMUMA t CFDES P DMEA Ot MOO• TE =EKES °GRACED RETELL IS MMY PRM*M BY MMM HOES AM MY E OLAYRLE TESE MAIERALS AE PROVIDED T3 THE WPM FOR EEMO PAiP® ONLY AND OWL HOT E SEAMED, COPEA. OR OTETRSE RPROMOID AMAM p6TIZBUUD TO OTHERS FM ANY RFtPOSE VEHOUT EXPRESS WRTTEN MDNOFEATON PROM J MMM HOES TOS MAWNO PAORAE AND ALL W CONTENTS ARE THE .na I 'a'E t1iDPQtY Q: JAODBSN NOSY AM IROT9 IIE�It1ED. OOPTBLMT ><N Cwmw © me . JACESN NOES SMSTY HNRSM RM,% ALL SOULS fESEtWD. u u ■ I I u RHI KAMM M6ti1037M416') ALLOWABLE SUES DEEM "TERMam 30a PSF (AM- � , CA) YO PFiS9A0S (AaW): END ZONES 067E PSF a OF901 we won I" MPH - Rut (UMnuta) IOTA. EXPOSED SDEWMJ,4E/OE AFEk t00 HOER / 120 - G.D&1 FELT ❑„❑ YAX fEm ROOF HEIGHT QOa¢ 3B FEET SDEWRLL TIM (TOTAL EXPOSED / 2): 5a0 NOES / 120 - 4AU FEET ROOF PUCK WITH SELECTED TRIIS4 Ste / 1? 3 ❑ ❑ ❑ ❑ E FACTQn 1 lIO aPORiN1OF FACTOR ti . 1A ROOF ANGLE RIIFI SELECTED 7R164 1&?a1• (GEI� g RLa oAgory, R MAXIMUM ALLOWED DESIGN ROOF ANGLE,ffi tOEOEFS) OR 437 / 1Z J' cobsjjyjy■■■wwfff INTERNAL PRESSURE COEFFICIENTS ow - HIGH VEL OCITY URRICAlE RAD NNO ate �ANMaeA TOTAL DEMO ROOF HDOOk %Se NOEL / I= - 4M FEET pQ 0 . ® S OTHER APPRM LSiED TRUSSES MAY BE SUBSTITUTED F MAXIMUM ROW ANWE SPECIFIED ABOVE IS NOT DOlIDF11 ALL. OJLTS CONTAINED STERN THIS PACKAGE ARE BAWD OR THE MAX AL,Ifame DESIGN ROOF NMI. SPECIFIED ABOVE USE THE DOCK OF Vaud - 130 MPH. EXPOSURE EM - FIIET N THE CON91RLICTION MANUAL FOR THE SRN OF Milt NO MPH. EXPOSURE C MR11 - 35M. 3F/wWALL Lfl 9EARWALL W' � 1EfGlT M LENGTH LENGTH LIMY 4I.MM SEmIAH. LEN0IHN 108 / 35 . 3UP NOES / 1ZO - 2871 FEET - - - 7/rAMRT®FAImxmMx - azmaaa WALLS,: WALL 1: WALLGOMM 30 INCHES TOTAL. TRIBUTARY SPM 3.76 FELT FA■O1 W m M B.M- M w I as a oA m®Oa7aD®IL/a<m WALL SEDRIga 42 NOES WALL SECIIM ONCIES Sea. So Wwua�rA•n WALL SEDORe 4e NO6 WALLSEMIOe 0 RICHES END ZONT OISTANCL' S75 FELT =11w SVraAu e4tl oA ■OL ■FAa1X WALL SECTION 0 NOES WALL SCION 0 RICHES; INTERIOR ZONE DISTANCE 0 FEET R a ICE omw OA m- same WALL SECTION O NOES WALL SEO M 0 NOES MARL SECTIONS 0 RITES WALL SECTIONS 0 HIES (:T� SDEMALL TRH. (� MALL SECTOR 0 NOES TOTAL LE WDI OF WALL-* 3o INCHES - DISTANCE i OR ROW' HR a ORIP - ROAD N FOLIOS TOTAL UMTH OF MIL• Go NOES DIVIDED BT / 1200E NIO WALL FND ZOE LOADS 176 ■ 4AU ■ mm "I= PONDS I DIVIDED Bra / am HOER TOTAL LFNO E OF MIL: 3.28 FEET MALL RNONR ZGE LOAD& 0 ■ 464Z ■ 3u 0 POUNDS TOTAL LENGTH OF MIL: 75 FFiT HOW END ZONE LOADS! 17e ■ 40 ■ 148 - 244n POUNDS ROOF INTERIOR ZONE LOAD&. O ■ 4!$ Y 10 - OPOND9 emmarloaxmlmaw ■Xl�texme■m,mm 4FAF/L■■R■li�lolAOQRFF■xFy TOTAL I= FOR WFJRRIALL _ IIGQM PONDS 4nmrE°ee0.1 ■um. waelXRi■ n.1maTAweaa-nee TOTAL LENGTH OF SHEAFNEALL.. / 173 FRET w1m- rmlmmwe t0i •1RrPN •Nex•e. IS IoOLImXI AnmrLle re DESIGN SEEM VALE MS* . MM%2S NF - aew•1I•awTPeO•YaawIS auraramxvr. : Se Ar•aamr•T SOLOS. motr Sam Ia■alrrwoaly eawrr SIEARI1ALL HBO". IS °FEET OIERIINfO POINT LOAM 32W PONDS aarawumem Orr. m or 1r.aaalr.lr aww- r aOeaa■um mar- ■ Om,mla lxMFlae aHaa.O _ I amaawumaosr- _ WALL 3: - 7ArAMO1 m MUe - OMma" a WALL 4s MALL SFICIM 120 RICHES N TOTAL TRIUTARY SPAN I 10 FEET FN=.VaM III- LO• N LOWN 02 IL CA mmaoDA®1L P4am MALL gCIION 114 INCHES ' MID:. SECTION ONOE9 HHE m MD ~ WILL SEW10tN MOSS RILL swum oION HIES END ZONE OISFMO: a FEET aw . a 1/l ■Xa • a+Fr oa ■Aa alaw4 WALL SECTION 0 INCHESIINCHESx WALL SECTO INCHES INTERIOR ZIE INSTANCE, ITFEET R a is 4/qr m. ra.-same WILL SEICIIGN O HIES WALL SECT I N 0 NOES WDGN WALL D a RICHES WALL S WM 0 HIES � SDE70VL TRILLasFT WALL SECCTION 0 RIDES TOTAL TENON OF WALL' 120 NOES DISTANCE IS OR ROW Hr. ■ DW - LOAD N PONDS TOTAL LERGTHI OF WALL' 144 NOES LADED S ., / Mum NOES WALL END MOW LOADS, a ■ 4 S42 ■ 6eA° - 2DO7.AT POUNDS I DRIED BR: / 1ZA00 RICHES O 10TA. LENGTH OF WALLS 16 FEET WALL INTERIOR ZONE LOAD& 11 ■ 4AU a 3&e mu Pam TOTAL LENGIH OF WALL 12 FEET ROOF 00 ZONEAD& LOa IS4 S IS 146 - M.44 PONDS as ROOF N9IDOR ZONE 500A POUNDS eeawlL N■mxm110wAX aamurrm•-mlm Lt•xM saRl O:maaesmaH TDTAL I= F°��ALL• 410&47 PONDS R asae.a■raac-aalW r WRNS. Xdela ,a,■®,.,■va_nr TOTAL LENOTH1 OF SHE / 10 I= Nam- r•w w.r+ a®alar ••wrPN .arrow. ♦ 1a0L1aaAe1AfelLla,awnae OE" WEm VALUE (Os* - 457A: F1F ormwa te.amrpeU .ar r. 1 areaalu■m ■mar. m mAlr Sae SEARVAIL HEM". ISFkiT amaa P■aam •aOr. m a■r•. a Oar•. . or umaal4M•m roar. • rlmcA■MAX.Ia wwlw oasnfwuor.orm•w0 OVERTURNING POUT LOAM OIES . 43M PS a aama rum■°vr. ■ - _ _ WALL 5s _ 7/rrARtmr>o■amsO - atmaaT _ a I WpL1, 6: WALL SECTION: 0 NOTES TOTAL TRIBUTARY WAR 0 FEET WALL SHCIII! 0 INCHES WALL SFACTM 0 "mim MIt m FAm WALL SECTION:0 INCHES WALL SECTION 0 ran ETD ZIE RTANCE, 0 FEET Tm ■A)0 ■mA1N - m m OlT WALL SECRON 0 NOES WALL SECTIONS 0 SCEs INTERIOR NNE IsrAHfFs o FE T WALL !SECTIONSo NOES WALL EBcnON 0 NOES WALL SECTION 0 NOES WALL sECMON O HIES <pSEi WALL SECIOMN 0 RITES TDIL LDOTH OF WALL 0 NOES, ■ CRP - LEAD N PONDS TOTAL LENGTH OF WALL 0 NO6 I\TIED BT / 1200E NOES 4 0 a W 23 . _ 0 PONDS I O\7® BT / 12.00E NIES TOME IENGIH OF WALL• 0 FELT a 45A2 a 368 = 0 PONDS TOTAL LENGTH OF WALL: 0 FIT !E LOAD& 0 �E a 4M ■ 140 0 PONDS ara■ma.ra■wm:m a■e iE EOM& 0 a $ . PPOONFDOSS xlsurrwww6eora■Noemmr a■ °° OSFMN0 aImaamAuu arw°em yam f1e� Weer. TOTAL LF/GIX OF .sAra� / 0 FIT roam- wo,IXxraIL aao•a ow. ° DEMON SWAB VALLE Mso - 0 PIF aYOOa • . ow. a aaWl1�■m ■mar. 0 SEmWML HE7G0: IS 0FEET a=aa m■am•am r. 0 tr•■mr•m•r•. 0 aaralmm�mr- IS01HTIRfNG PONT LOAD: - 0 POURS 1r.0aor•tr aOw. aura ram•oa r. --WI+r.L %: 7/r AMRtID SAIDF�X - OMmOaa .- I WALL 8: MALL 11017I1ON 0 HIES TOTAL TRIEWARY SPIN 0 FEET WALL surnaft 0 INCHES WALL SECTION 0 NOES rrD WALL SECTIONS O NOES WALL SECTION,o INCHES END ZONE OmAHGE: 0 FEET MAt m >m u>o awsM _ Oxmell WALL SECTIONS O ICIER WALL SECTION 0 RICHES VV I6R mE OSTANLL' 0 FRET WALL SECTIONS RICHES WALL SMCRON 0 NOES _ WALL SECTION 0 RICHES WALL SECTION 0 INCHES a:) WALL gaTlae 0 RICHES S 70TAL. IFIlGIII OF WADS. '0 INCHES ■ OP LEAD N PONDS TOTAL LEA011N OF MALLS 0 NOES' dVOFD aT / 1200E HIES 4EUG IS 6DSe 0 PONDS I OLDED BT / 1200E NOES TDTAL IBM OF WALL: 0 FEET E a 4 2 ■ 38A - 0 PONDS TOIL LEMON OF WAIL D FEET E LOAD& 0 a 4J0 a 14.e 0 PONDS 4tetlM<x•emnaoram ElOAO& O a 43e a t0 OPONDS TOTAL ROAD FOR amAR-L - 0 PINGS •r1A rAoeMmnaw Ama ■•m. �eiOi �L■■■■ml■•OOR1 waar. ■rm ■aa.eaa LOCAL 1FN001 OF SEEIIRWL• / 0 FEET eIm- oew,waFina aralr •ewPOReU ear NODS. • OEM SEAR VALUE MS* - O PIF t■mx1 /r ••OrORN avow. m •aO r. earl W m am a-- IS LO •aamYear saw•. SFENMALL TEAR: R 0 FEET OVERTURNING PONT LOAD . - °PONDS o6a aY 1r•ISAaN.ferw- aaau lwam •Mmr. ■ aveuwmwmr. ■ _ _ _ _ _ _ _ REFER TO 01M RETAILS FOR SHEARWALL SHEATHING / PLF TABLE JACOBSON HOMES 600 pACKARD COURT? SAMY HARBOR, FL 34695 727-726-1138 a•a. Y•Ymw � naravas M 1•a1DOR W ■ae lame M OD.L1 R ORYeI MA M x471WwRW e■pm1 Am � m arse m ■■ ea0 tm O ■X®R � S m■W!" RAM WINerm m nDo mnxRlim 1Y mega Aa1XapG nOX NN x Ae■OT 4oAM Oa®a a ury H444 MInL - mac eo mamaetlAxsmxwaae4emlAWN almmealewAm - - or x ■eaom o■RXr aa■vwR 40 Sam aa4w TI■wla 711rm WaS ■1® a®1M - aw m ou TOTAL TR9RARY SPANS 12A FEET IawlyllM lAtL-tNROmleaw OA Om1 FSm emb AT 1mdL I46 m END ZONE OSTANCO 8 FEET e,um ■x rAaa m Liar • 11/! a* 4 a Oar aA ■AL �A1x NIDBtlt ZONE DQrMO.' 11A FEET RawxNJr oa LHm,-sLAm® (FIT) SCENALL 7M (PSF� DISTANCE ■ OF Hr. IS OR RODIES . LOAD POUNDS WALL END ME LOADS 8 ■ 464Z ■ 11326 - wo7A3 POUNDS MALL INTERIOR ZONE LOADS, 11A ■ 4AU IS 3eD - 1G22.17 PONDS ROOF END ZONE LOAD& a ■ 4R IS 14a - BMA4 POUNDS ROOF NGERIOR 2OE ROAD& itA ■ 4AR a 10 - 623.28 PONDS TttN. LOAD FOR SIFARI/ALU 4GK70 PONDS wwe. n■�Awmea-nae TOTAL LENGTH OF S EAMNL: / 1.5 FEET uXanmaIARFRalor ser•M DEM SEAR VALE MS* W4.64 PLF s wlsmma S EAMALL HD MM. IS ° FEET "eWlalam■exeFlawO nma.weo■a aawle OLESIIAdxD PINT LOAD 5082 Pam fx 7/r AALR>m FAs :HO71M - aMmaa7 . TOTAL TRIBUTARY SPARS 235 FEET PGaFw./ x N Fenn - tm & uNm o s N OA row■ m IRYAT 1■■a0ALlaleL m END MINE DISTANCE: 275 FEET mumeaOVMc4mFMx.1+?aA■14r aG HIw. aHlx4 Ran= ZONE D WANCES 0 FRET OEM WOMOL TEM NSTANDE IS OR ROOF Mr. IS Ow - ROAD N Pdm9 WALL END ZIE LOAM2.75 ■ 4.M ■ 55.29 - 68A23 PONDS WILL INTERIORZOlE LGAM 0 f 46f1 IS 3" 0 PONDS ROOF END ZONE LOAM2. ISIS4JD I" - 1e2® PONDS ROOF NTFBR ZONE LOAD& 0 4R ■ t0 0 POlRD9 a TOTAL LOAD FOR SWLMALL- - 1172.01 PONDS a n.l�ws.a-nae TOTAL LENGTH OF SIFARMALL. / 12 FEET ,mawmmr4,lmaa •awns DESIGN SWAM VALE MS* - 72.74 PF momwlaa SIFJAMALL NO= Sc 2FET Iaoa�'wawa u•ra4 01ERTUBfO PONTLOAN . as Poems m 1044soe_ - _ _ 7/l MR1m ■A1 MOM - OMmO■7 u TOTAL 7R9RARY SPAN: 0 FEET END ZONE OISTANIC: O FEET mum FAb Tm nm alol■o - GMm OtT NIWR ZONE DX IT FIE: 0 FEET IL ■ o IP - LOAD IN PONDS a8G IS mm - 0 POSES a 4AU ■ 369 - 0 PONDS ROAD& 0 ■ 419 * 1. 0 PONDS LOADS 0 4JSe 1D . 0 PONDS a TOTAL LOAD FIR SIEARNNI: - 0 PONDS TOTAL LENDER OF SI EARRAL: / 0 FIT DESIGN WEAR j VALUE Ms" - o PIF SIEARWALL HOW. IS o FEET OVER TURF" PONT LOAI - 0 PONDS - TAW AM R>m ■Iln aOx. - OMm GET a - TOTAL UNWARY SPANS o FEET END ZONE O AHM 0 FEET ewLm r>. anxX - asmOar NIHOIN 11E OQTmI: 0 FEET IS TRIP - LOAD IN PONDS m - 0 PONDS 3■ Age a 38D - 0 POLIES IOID& 0 ■ 4AS a 14A - 0 POURS vim LOADS 0 IS 4.8E f 10 - O PONDS 7oTAL tOAO FR sFJIRIMIUx _ - 0 PONDS TOTAL. uwm OF WEARWALl: / 0 FIT DEEM WEAR VALLE W* - 0 pF SHEARVNL. IEIOIC f O FEET OVERTURNING - OVERTURNING PONT LOAD - 0 Pam - - coNsTRucnoN SPECiFIC1A'IYC►NS: MAL N■4m OF AYE! xAllDl ImG ] 14 MARRIES OF MIDI AXp 1 MAID: AXE 1R FLOOR JORix 24 xi R FLOORI SULATYa R-m amm 4MAM HCNO r fF10H TIM FIOR am IrAcm wNCVAxE R= ®1a IT 0A Pail mR m/3! ae R FLTeR NA FLOOR COVE Ma PORN OInam LIMIME YA4Fm N1 FXIIBFII 2-= ON OFF /3 BM= PLAN LoJI m si P MOoe f7m mE] RLAT L NLUION am 7R MO Omj a4 OFF P FRG SM DM 7/1r APA OR OCO RATES m4 DO1e fiOl - FOAM 01M MLOR DO HOLLOWCONE 0110 R V/ CIAS9 mlDm 41x IOW r 1XL eeLL Gee LF/YeN00DASARm t1+PJ f0oma exam R wrAL trim) Cmm 1Qe1l01/! OAYxN ODPJ ROW SOAAAa1e R.m 9#A7M ION fIMDa11AL OSE TOO OFAMM 7/Ir APA MTm mjm US® (Q M trts MEN mo:: ML 3 WMM tr CA OmCIm MUM AN 11131110 WAHm To Dow CUM 11101311, So OF OI� o HW TAR FOB Mmo SHOW CMM 1�FT TRSN WEIRS TO ROW GALLS fillOa / F67mWN emmDLl�mumL Nf4m OFMMISS:1 / W ACCOME LA& 0 / IE17OE G®F/ Ix1Ge 1 / OF MIDI HEATERS, 1 / OFAOI7mE eAM 0 / or •GIOND Val a ll MUM 1 / IDImE Gvx W/ Il00 1 WA7m IW1ID1um 190D 40 MUSIC/ OF STANDARD DAFD LN9 1 / OF AOS6f•E VAIM eaE79 0 / wan 1 WOAD WATER TM E EM= A - 55.26 PSF OSHMWALL IDESiGN SPEC7S: 1n Go B 14.6 PSF s S C 36.8 PSF D 10 PSF POF 5 DESIGN SHEAR VALUESSeam 0- O 1", G FORCES GADBINN. oRERTLNNxa F.R. 32G7Las o LESS O Do" wm VALID OVERTURNING FO FORCES 66404 to s DESIGN SHEAR VALUES DESIGN OAERMUN M FORD: FtF 2` i am IRIS O DESIGN - VNLF: 4a7.W RF ODESIGNJAS DESIGN SHEAR VAUIE: FORCE: ovEX:naaao FORCESoAE1NTRILENG NHS �43M OEM WEM VAL.DEMW PUF S EAR VALIE72.74 .;OVERTU NI NG FORCE: O OAER U R I NG FORCE in DESIGN SPWRIZATIONS, 1. MEAN ROOF HEIGHT (MR111: 35 FEET MAXIMUM 2. FLOOR LIVE LOAD: N 40 PSF 3. ROOF WE LOAD. 20 PSF 4. BASIC WAND SPEED, 170 MPH - VOIt (UHUmate) ORTANCE PORTANCE FACTOR: WIND IMP IV - 1.0 Rlsk Category. 1 6. WIND EXPOSURE CATEGORY, C 1. RMNAL PRESSURE COEFFICIENT, OC pI - 0.18 (EOCIOsud) MIOL DESIGN PIE:` = C& C LOADS, m O STRESS 55 D ®CAN (Vasd) O E8 S. DESIGN IAI1N0 PRESSURES FOR COMPONENTS AM GADDNG (pSFls PR . ROOF COMPONENT & GADDING LOAD: 27M N1 3 g ZONNSI & 3 - 2519 FPS -IOL93 PSF LNZ ROOF OVERHANG: D qa ZONE s = -84M PSF az ZONE 3 .-141.81 PSF P7[ S PW, WALL COMPOMFIF AND GADDING LOAD: w r '3 WALL / SIDING: ZONE 4 - 45.41 PSF -40.24 PSF e ZONE 3 - 45.41 PSF -80.77 PSF Al1AFEQ5 LOADSS 9. DESIGN WIND PIENSIEURES FOR THE AMAIN WIND FORCE RFStsmG SYSTEMS (TAWFRSI - SHRARWALIS, A - 5&W PSF (END ZOM OF WALL) B - t4S PSF (END ZONE OF ROOF) C - 36.8 PSF (INT. ZONE OF WALL) D = 10 PSF (SIT. ZONE OF ROOF) mleE. SrAlll OF ..N FLOR10A aU11DOLG: P� 2017 FRC 6M ®IIION ELECTRICALS s.a 2014 NEC fiil to pitp ll � IS- ® 20am FRC A am mmON E�4 FiUNeNa: 8 2017 FRC Yy111IYYYyppp<p ISM MMON K � QDRtN: I�� 2017 FRC _ N ,AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPROVF� , a �_ raw a 1m Hwl a mrTw a o 7-13-18 NO A In a laN 2 ra W .uxuua•a. AA®1 Im COPUES W/ 2017 FLORIDA ORES L'OOF NGDDM ALL Oth EDITION 802 * 9y <6 e a� i lid 5mN � e 1O �y r y 'ck: no R. BNR Mr AV6 EL■HAm. IN .6014 (07411640743 REMONs IAI BY IDATE ID DRAWN: 0.WL cmcmi M.T. DATEL B/27/1016 SCALE: 3/ it - = SHEETS 12 Of 16 MCI Elpawee C DWS: 170 MPH MODEL: MOD-142e THEE MI MS AND PING ARE COFDENIGAL At0 PROPRIETARY MATERIALS THE CONTRAS OF ME MAIM PAGIAGE CONTAIN COEDDOW. AO/W PRAMEOED NFO MAML ANY UNALITHOR>1m USE COPRN2 n°1 OMIRE OR DEMMUTM OF T16 PAGtA6E R ANY OF TIE CONTENTS CONTAINED 71113EEZ6 IS SflW&Y PROHIBITED BY JACOBSEN HOES AND MAY GE UNAWFlE. THESE MATERIALS AM PRo1DED 70 THE RE'fi7)R FOR W EWC PURPOSES ONLY NO SHALL NOT BE OCANMA OOFm. R ORERWg REPRODUCED AND/bit OISRiBRED TO ORDERS FOR ANY PURPOSE WDIOUT EXPRESS WOTIDR A11916MATIR FROM JACOBSEN HOES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE TEE EXIOLUSME PRWDUY OF JACHWN NOES ALL RICHES RF mrAm ewmaff 1DI CWV RIR © 2OS . JACOES N HOES, SAFETY HARBOR FLORIDA. ALL RIGHTS RESERVED, �w da3 SHEARWALL LOADS (ALSO SEE TABLE N-PANE LAMM LOADS - N PSF = 36616 m 99 '' HA o z OVERTUM110 LOADS - N POUNDS = 3297 SHEARWALL LOADS (ALSO SEE TABLE) 3 o G O N-PANE MEDAL LOADS - N PSF = 664.64 u2i OVERNM LOADS - N POIROS = 5982 I- LL z m G SHEARWALL LOADS (ALSO SEE TABLE) N-HANE MEDAL LOADS - N PSF = 487.85 W Q F f LJ a a 11'. Gln OVFRNREf1G LOADS - N POUNDS = 4391 a g 5 SHEARWALL LOADS (ALSO SEE TABLE) mo Z ® N-HAKE ATSK LOADS - N PSF = 7274 Lo °o o OVERMBtfIO LOADS - N POUF = 655 _ 0 Ep'. o moll IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t❑ GRAVITY LOAD: 2400 LBS Feel GRAVITY LOAD: 2400 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. 1W. Z MAWALL LOADS (ALSO SEE TABLE) Imo O N-PLANE AIMAL LOADS - N PSF = 366.26 W W OMMIU (OLOADS - N POUIDS = 3297 z � i La = SMWALL LOADS (ALSO SEE TABLE) O N-(1.ALE RISK LOADS - N PSF = 664.64 I= mo OVS001(G LOADS - N POULDS - 5982 _ SHEARWALL LOADS (ALSO SEE TABLE) N-HANE LATMA. LOADS - N PSF - 487.85 mo mo jzd' z MUMNd(O LOADS - N POUNDS - 4391 W W ® SKE RWALL LOADS (ALSO SEE TABLE N-HNE MEDAL LOADS - N PSF = 7174 mo Q OVERMiIi(O LOADS - N POUNDS = 655 � W Q , mo IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: it GRAVITY LOAD: 2400 LBS Feel GRAVITY LOAD: 2400 LBS M 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. (AJ 0 0 1-4441re m .o: ME ARA RKAM ME efuo�MlEcnME o ona9o; r. FOLr Fm MFA mow M •.••! vN r O Ff1. m °n °nl na vwa ewwoe Cm W FAeri am a fEam Frl s FaMnr fM a O O er FML© M7LNrm a arc MEafEC(la MOM MO MI®IG000. OYRIMO M VMaI MNR11 � SFlCT ff00M MMWALL - AHm FMMINIR aFmeO a MMYEO fr JAM®I ,FOES LI FfMf Om to FAem fANFaEfnF ara ■ ler AFOOmaxMarAar re■ °N®rAaFmm mpaa � 1H5 9110f10 IS OE9fiED fUt A Q�CIIQI x"O�'Na� SITE: rsruunan a cwcTauclm PemA�r rnuroAn s1sDs1 ON -FRAME FOUNDATION LOADS Oq EXTERIOR WALL: 245 PLF GRAVITY LOAD 310 PLF UPLIFT LOAD MOD-1426 O MATING WALL: 170 LPH - Vldt (IfttrN0) 430 PLF GRAVITY LOAD DPOSIIE C 490 PLF UPLIFT LOAD 101FTLq=F O MATING OPENING: �35T �FEEm�E �316dL.OSad.4 B5 PLF GRAVITY LOAD Op I -BEAM EON -FRAME): 525 PIF GRAVITY LOAD O N AM IS MT DESIGN n m BE IIM O M SO ELECTED 0R E6TAM. 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 ❑c°wnw aeeoEF MMO, MM:fMp BOON -M p_" MOMr rrMM fY rrmffMOOOt aFv OmlOr 1R �rOmO 0 IN�L IMAM FID rr EMM AON tar RFFAINN O-O �0r� IF�iA 1 M-. l p tM°iF m �p�M MOMS 0 a a a N m aNs ❑° o 0 0 N 0 ° 14 M a n IaM o 0 o N o ❑a a a JaF M m =4 ❑a 0 0 0 N 0 o' a a M N 13S 0 0 0 N 0 e 0 0 N 0 0 0 0 N 0 0 0 1 0 I N I 0 0 0 0 N 0 �4 0 0 0 N � 0 a ❑° 0 0 0 N 0 O 0 O 0 N 0 0 0 0 N 0 OSHEARWALL A: 50.0 PSF DESIGN SPECS: s B - 1M PSF r rAMr wNm g C - MM PS" ii'NiwF D - 10 PSF RUM OaFFyti olffF erAM (oMFn Mm "" O 01V oYDF aan tr OVYaaNO FOAm 0 m OOf1O1f aafF /GM,FE:saw O oval arAl run M F=M M W 0"WMmT p FOAM 0Ir O oral fr9A rAFn 45rim Kr O Offl fW EMIR ony O'DOIMO Frm OFLI OIEIMRMO FaRm 0Ir 4 o� frA1F run 7A7{FV B om arA l Mun OIV M®W aB1MEMMo Far. 0Ir 41 KEEP ALL PLUMBING AND AC DROPS 1D' MIN MUM FROM ANY FLOOR EDGE.. fEl 71ENFA EIFAM ME.fmO/MmtME B BFfO®. Mown O Mt14- n W inr °o°ea°� �Rva�i °EiMrF O",4ifW[°m 7[ERMM1'fM/r1EnItlM\.• 01 MY AII�AIr Ir.70F0A MEifr �OMI M�MDNM Nfr AIO /E7MM:AIa(L OMRNO TIE VAPaM MAfE11 ILL EFERT b11111L Ilm seFN74i fArrdmF OlMfi I,NM WNNM ORIIfD Qi MNiR MF i1�1 IOMaI. NOili ALL CROPS 7RROIISN FUIOR OR U O if MO,At Am ■ MINIMRM lW FROM mGEOF FIDOR. Mf®MAtNEaNAL =MOET O' - THIS EI(IEIf ISUMMM IS RESOD FD( REM AM� E45 / 9a AS R:ULIIRMI OBWafLr4 MI6A1E arpuaN WEMUTM CN F SITE CMUW ® PBMW(T FWMADQI SMM AND IS Mr MM 10 BE W&D ORE SD E RWW O1 WEALLM DFF-FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT OEXTERIOR WALL: MOD-1426 4B5 PLF GRAVITY LOAD 290 PLF UPLIFT LOAD - 170 WH - VLdL (BIIYDOLC) EiPIi511� C O MATING WALL: 920 PLF GRAVITY LOAD FEET� 430 PLF UPLIFT LOAD �N1 �==R3Y5D O MATING OPENING: 590 PLF GRAVITY LOAD �D noon= D 000©o ©o0©m��000©0m s000©m©D000©o0 munu©m"Emu unuln i0unmi� a000©000000©oo, A- MOS PSF OSHEARWALL DESIGN SPEC'SE B - 14.0 PS' 30A PSF 0- 10 PSF OmM 1 oEffA.n11 rMD N7 5 O omI am vxm onF Fom asFlr e01a Fart oFr O aaA NFVA W'm saw ru 6 ocfaF fGM rAun o ti ofD,IMff HAfm mom oMmAMfo Nam oFr maa ru a Rm OMO FM an% OM" FM3 o O aum �N 1z ; WBGM"m 0 Nrs WdXn.FaM M®Fr emmm ram eFr SAFETY: WARNING: CAUTION: MO°eU1R BU„aoY695eRULmwE5 [wN WF,6H 5eVmwl mN9. R,9 VFRY I uanwa mN,RAcmw a: wF°wwm m r wrsvwa9a,,: mR, nvnwms,.xwrnw.e., rmme9.— vxa®uus rxwr wwv ee Mwiwwra �� 9 ,new., 9rwre. aMmw s®ewwe mwe9 w�uam� wmulwum FOUNDATIO SITE PREP,AR.A,TION / FOUNDATION: . TERMITE IPROTMON: t MiRarD iFMYIE RmGIIMD:/IffAIEHT lIML M PROIDEL A a NCI W. CLURANM lIAIL E fR01DED MI®1 EALDMaI f11LL9 NCM Qst A QAOE FOt T[IMMR Ma ECDa1 ({ NCES WWI FOR aWM 01 PAM 3AfM). a. INIv OaM7i NMER U Mo WFMN DUAL r FMOrm @MOW MC SNOW r MOMICMMIAL FitAAfO OsAf. F116 MLE1 m 1K d A Af40a[anM FIfFN OTMMQ WILrrrIrO MEfO11 ALLWsww OrMM M WII MO ALL aFinas WAMML ray0°Im1 DM MUM .111°J7t mnFa AL a Y FfAaL Ar aeoa FMaAR • fAIDI FGIDI Rr PFM10a1.Oq. a IWARFM NML E NRM 1a ALL AEAS 1180M W ffrglM ==DCLMM mom MO a0M IMf AMFAtL Aa ML AL ALL FLErF MGM MAT AM LMM ■M A MFYN OF fX (a 10E>, TILL AM E=MOF SILL! OF ISE FOMOAOI sym McAnANYFOMF" mq/mLmm r M!IOW M W ,Mom S. v mdf KIMME fMLr WR WN AW MMFLYr MIMMM I UIDa w r eff AFG ML FY' M1 t O FUM A OMPOMM ANY WL MAT a Wlm Ai MF RGMENT O GD INm SUAL N M WAUL L No um 1mfaK NAO MMM OM M MAFEa WfL — MAWR" MR Ma COL M M OWWOFNM O MAIMM f WL IS NM® INN FETED: FEET CF MY Of.T E A m lqa+ tPOSrOCHi s AW s¢ rTal"Y K 7. FMa= a° W M1 A BILK UIUM ffaf • AL Im@Jt f WL R MarNlm MOO ME IOMA11f1 MM M MIFF F.L JZIS MO OM UMM 13 MT IBM SIFAR ML S ECM I:OOU1=t MW 00ERSIM SAID N 1E M APPRORD ORAMD PAWJIF IMBR EfC LOADS MM Q1 DE APFAM ROOK KM CEW(S) 0001R AT FdW EM W FACT SEAR tAi1 S.7DIE)1T TIE iL1E0Affi15110D1 !ULLE OY ID FOMIM SVS ACMOLEOAtE ILL YOgD MD OFAO wms nuT MAY OOOD N f0i11 ME ROrOnE01L NO Afl1OOFL FMUN*) TIE ME -CM SY'lBl SHNL E ATGDED 13ECD.Y IO TIE RAIL SDB9 AT EADI DD ff FAW SNFMt SETPEMT OaSLY 10 IOMM ID TNYl4Dt N _ HOAR. ALL IOMOAIDI A.EE OL9QED 0Y A.. OR SSWMW PAOESEIONAL BMOR (QFIIE BY 00E8} MM ODEiIISE MCM N LEES AMMM MASS PAOEAOE. 011-- A - ALL QVI RL SEAREAUS SI MI. HAVE A WK (FTIRE Ip RAM JOISTS LDGTM EELM RE MFNM MD SOIL =TED AM E A SAID N DE RIME ALL UM 1ROISiRFM M FILMDAtDI 0Y OTHERS = 0161E QED N INS APPOM Q(A M PWAK OFiit(Na]Eq-DOM�L DOEOL 9EAREML9 9 �M,E A MK ff l AMD3IRAIQ(1dE m PFJms IU OAT= a Samm SE. BY O HOM � ARM PMBLVED FOR LISTING AGENCY APPROVAL STAMPS, PRO o � 7 Pp13 V 18 y �— NO - z J{7���� N �i ZVI �• "-i�mnan 11=010 AL n ENM DF ,J Tj lllll4l"l_ R Z� W e 1 M F. REARM" AVE EIkNAti.M { 14 (9/1364-"4 REVISIONS 1 /E\ I BY I DATE 1 DRAWN: mwit CHECKW: N.T. DATE: 8/27/2Ma SCALE: 3/16' - 4-IY SHEET: 13 Of 16 WEC: C Ms. 170 mm MODEL: wall-Im HIM OETAES MD PLANS ARE COEDBOAL AM PRWWMY NAIERWB TIE WNRM9 ff 1MS MMM PMCAM MUM COEDEMUL MDIt11 PRIMEOD WEU MMOa ANYM M HMM = COPWD. M=gMaF, OE OSRMIRIOI ff Un PAWAff OR Mn O- TE OMnE IS WRAMED.7?OM TS =MMY PIt=M n JAf�SM HOLES MD wr E MU* L. MM UA=ALS ME PRMMED m DE REmIENC FM SEA P"OSM O&Y AM SHALL NOT W e,r.e-.e. COPED. M MIESI SE REPR== Am)w OISnwLm M 07MM FOR ANY PIDBRSE UMMIT E PAM Mar1EM AL MMMMIN FROM JAOOSSEM MIM MS DRAIM PACLAOE AM ALL ns COJIDIIS ARE RE EYnOme PRp4RIY OF JACM S M HOLE: ALL ROM RESIFMD. OOPMW .-.- cwli a 0 211111 . J esm HIES SAFELY HARDOL PIQAOA ALL was REg mL 24. m ION ANrY Y ADO710N(9) AND OR TxE ARFMSy w wta AN ADBmON(Sl OTHER APPROIAM LISTED TRUsgS WAY BE SUesnnnm F MAnIUM ROOF AN L& SPECIFIED xm11K, 19 HOT SWESO n. '�' iO1O" M AM A,c ovum er oYeD R D O OF IT m neo MPAl2 - TTOO CRRi Ax7mvN. ADEICY(� NDIO NN M MDNECF NoN1 RYEnI ar n[ e.LK NNO 9WL A: -THE FS) TINE SIRII C nE 901E fESPON_TY ALL GU: S CO11MD® WM THIS PAOCAOE ARE BASED ON ME MAX ALLOWABLE DESIGN ROOF ANSTE memm MI C HMO �L a IWe FOR M MOBAS0 COWIN MOM C.�IOAL POWUSLAI : OF THE OMiIRACIO! OR IETADFR WHO NSMLLFD THE ADORONL OFTT...DWONORAp.aRMAL. eONA7DKN AM MAXIMR.m. . 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(ELIDED M IAMA GVlq AND ROOF WIS FROM Cl—THM BEAM ----------------- faRO 1BONT nTPrAL) BARRED R39M - P AM SPACE MNRN hE ROOF FERAEDR RAL ADD-0 FACE - PERT - CM61IRLCOQI MARK IT N-- wm SORT DR 9FATMO SEE APPROVED SDEICTRAL PAU= FOR WALL MM t/Y ORPSUM (lYP )� �- TOP AM RmDOF�PFiiRE� ~MRAL �1ROS9 NOT S HOIN of JDW SIR WMDU NNO � 0R SECTIONFOR CLAW-1 1w1uL sc E: TUTS qw.) �A � IU11 M��tW- ---- PI CDRL'DMOF�� WL gFF SIHD9.III, O.G (ITPa 3/b' I..eN MTP9N h{ SFp MINIMUM MATINGFIA47EDO t0/noM OR WM WALLTOFa E9WATER BPY (PJ -.— A,F,T=. wa --1 —T - F•MIE lCTA—UTHR BLAMW YAM BARBER PELT - SEE NOTE a ROW - SINGLE 2a SPF Q (**-FRAAN* G PB.EmI DunD IRE) (FOAM ROOM SI C IC ) R-19 (+vPa TR>✓4 T8N FZ.1 tA.w seFta m s er Re4 MOO-1426 to oo ttu on FAa Fan '� • 7RRN�.® �plavl "ON 14 scA�E: Mrs FO fMBH+MT TOAD 1RlMRBI �� FOR 11E S � SIWEUClCIOE N9fiWED. N HINT wm vmr,, SEE APPROVED ROM PLAN FOR M'ENM .RANT 110% ). 7 THIS STRUCTURE HAS RISEN DEEM FTA,E FORM OR R6TALLATOM CH SUE. BILLY PWL ENT � FOUOATION AND 19 NOT DESE ED TO E NOWT GICE SO ERED® M INSTALLED (SHOW AS TYPICAL DOUBLE WE W-C. 2r-W W-W. W-r. 2W'-V a 3Z-O' RLIDFD) NOTES: L ALL STEEL. MUST COMPLY WITH AM A-M 05 ICE MRORY} 2 ALL In SCREW MUST COMPLY YWTH ASIM A-= S FOR MWAnM SPECFIDS REFER TO THE FOUNDATION PLAN DESIGNED AM ENOINEE7EED BY OTHERS. 4 ALL FAsm*i S Dm TREATED LLEU R SHALL E APPROVED ROOF SY RDM SWAM FODMAE NO SC FT. 2M SC FL TOW. OF.OUED WIT CRTAL. UPPER. TOWER) FOR IWALLADM NM IDEATED LWBBL SCI . VAIN - 300 e. NFEN THE AREA BENEATH 71E BUEODO/57RUCME IS BICI.OSED. RDN. a HR. POLY VAPOR TOTAL LPPER %DO ACRIAE LY PROV- I" SO. n "Lm OWES AND ACii9) tRARIefA FEKYD DYER ALFA eFLOW TEE BLRDONO OR STRICIUE (ONF9RE _B1_'_ GTI�RS). TH9 vAPOx MWdiFA 244 SUM 0 NRL tF- IELPE OAAlO4IDREt M FRONDED WMSRPAECRCAAnMOBSSSDN OFIROiMI1EN90 1iTfHOEAVAPOR BA BARRIER MfA L EFFECT 0 SOFL-U PER ROW REINS FRMIED pOD MJ100�EN HOMES. OON U M.RN tRFFR ABO EMIRM (N OF THE RNIROOF ANTS REib (OIN. FOR HOME) OWFEETOE BETWEEN REIM a ACTUAL - TO SM FT. PASS TOTAL IOWER ABR ACTUALLY PROVIDED: - 441 sa FC oamom dKvm AND GTLS) 4.41 SOFT. - LOWER ONA ND 41 GTE AUNT PIDMIDED O SOFT. - LOWER ROOF AEYFIS PROAOED 0 HRL OF emDNL IOFEMF ROOF MM REMB (TOTAL. FOR HOME) M NLM LOWER VETO MEWED (N OF THE TOTAL): - IA4 SC FT. CmTA. REDO REM a OYO ONFBDOE <Enex REDID a ACTUAL - 227 SC FT. PASS r4 ROOF VWr CAC SC„AM. NTs ROOR IBEL SFE .MANUAL m� ea.u.sl EPECEICRWOAIIC! ovERTMMD was sROW M TE AtRDWD FiDM PLAN DETNC51 OOCR AT .11L IOWL F1 THE E FO FAIN OFAA 9'D1ENf FLIRDATL/ 514IEY 9WL eE (eY mW"MOM AOCOEIMAre ALL RM7D MO ffJD wm Our WY DOOR N eOHI TIE IIC07>7NGAL A1O ORIIGL RAtijS} THE TE-0OlxSATE9NAEN OAEAHS AR REINR lIE WAIL SUDS AT FAIN BO OF FAIN SHEAR 9"aENT uEDRLr R FBua m iRA1RER AD�RIMre LOAC NL FOROATICI E11NL BE DEDWED M AN ARCITBD M IWOBmm PflOS9OlAL BSOR M-WIB pNEla NOTEn oREeL,E M DE RAHI SSrBOYNL tao�wruls CINL xA1E A YN OF TINED l ROM A76I9 EDCAIED 10 71E 9EAROLL AID .OGDD AB01E A SLID IFAODI/I-eFall N 71E ERNE PENETER BLOOOO C LOCATED AT eC OQ WX SPAO ND AND AT ALL O DINTS N THE SDERAIL 1REATBT THAN 4r. ALL lIE-DON0=0 STRAPS AIL D Of O D SY9E1C � I I ALL DE9Om AND NSNO A NY DHO S ALIE RNIE FOUNDATION DESIGNS MAY BE UO RED IM DESIGNED BY A RE MMERM PRORSSIOUL EIMEER TO PROVIDE OVAL M BETTER SUPPORT AND I= TRANSFER FOR THE SPEOFIC STRUCTURE 16LA LED. UNLESS OTHERWSE NO1w IN INS APPROVED BUDDING PACKAGE. JOIST HANGERS ARE NOT USED IN THE,ON 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- BFARIN0. ALL FOUNDATION DESIGNS ARE BY OTHERS M AN MCI ET.T at amsmm PE. Off Ones). Aw Mom% ,r/ 'OF FRAME VMS THE rhalm 1RAllwaff T] S OALZ C TUNA RBDTm FROM THE SDRICTU E DING 1N l' ii. ML WIOS NSTNuum 'M FRAME WY: 71E FACTOR' 1RANSPOR ABON DARER C LEFT ATTACHED TO THE STRILICTURE NO 0 UIIDED AS AA SiRICRML CCFCEt OF RCM SVSEF11 AFOR DE WDI ANON OF THE RRALO A-MUCTIS COtNSMU TAON asp WRIC A%1ONS: m.A Na0 O nat 01Ne 1-tM11iaC "mum a 1•A NaElt Q RAn A f NIC1 Tvm .TNa Alfa W Nm1.mO IOWA•[ 11� ®m >y w p n/aY D• a Kv� Flea NYW f IRaa am. RN RIO/Ra/EMIT Gm RJOaT wA tf 4A FaN J M Fa•I ampm M Q[DFa TTM b IFF p mmTm RAN Oa01 z• A p TNO� wm �0 CELL NWEIADD. wmTam). :l.wP no..A0.0 7/t. AM1a"" mDom �aU � NOD® twneDe DR tuLL FIIaA LMAaDAmAYIn. DTFJ a a Nan a METAL IT1PJ emm 1mUm t/Y el.•Y MTMO aoF Nau.Ga . �m NITRO lm fNNi'IINUL Ia•O aa.lJAIaY 7/If AM Min 7A1® Te® IOWGD 7.ALN lNwaAL FTTm FAaIDO TONS lMWO tf 06L pmo mnl" M mm" Aye TTIO lva To INMW CAM AOL >ta Sa TO now eua RWE• 1 A eFOR" m• t mT TMa a m Oa•Y eMa tw TMo TOO TODmr eMa I..R• m / V !TUN Dln• o e�lcmna®Mmc NANa eF M1O a Nor AO®aultf w m= a INma W/RaFn• a eer Reamm t A lft . W v.1 tumR a 0 Mm.e ar.V Imo 1 Fw.. RFJ1m1 m a aunt R O DAA•Aa / OF ACM l SM eIRO 0 0. a .ma tfuTn THm TAFime ROM m ARIOMED C1NSIN000I PAWAGEA IALS FOR FMO M P.00F SMATMNG scm- NTs AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVep w .� ..- o mrDN �..... 0 7-13-18 No cn MW A- r,r..aa.mNOS F 9 ,y�'„0,•� . NCNa:Y CNn.tDla PyR w.•,ta oMa tol R C')RTER U. � i�i®n.N.m �v°Q r0 x oa.�u rOmNa� COPIES W/ 2017 FLORIDA REEL, CODF, RNCUDW ALL eth EDITION ❑00❑ ❑❑■❑ 10101 O NSF•.47.1.�/r����� ie 63802 =�IT y � i • .. R�.• ONAL � T/IIIIIIITT�, � 11, 3 xu nro E. DFARDNEYAVE FLAl1A[f. IN A(dl. .(vq 2M-.7K DRAWN: D.yW, CHECK®: N.T. DATER e/27/2MS SCALE: 3/1e• - 1'-0• "SHEET: -11 14 OF 16 WEC: Expe•II. c DWSI 170 MPH MODEL: MOD-442e I TTE mMm/ls OF TEES BRAVED PACKAGE F M CONFEEMOAL ADAR PAMEDED !F'ONAIOL ANY UNAUTHORIZED USE cOPYNO. --m M omna mom OF T16 PACKAGE M ANY OF THE CONTEXTS OONTANED 71DM C STECTLY PROHIBITED WY JAOMSEN HOES AND MAY E LN AVELL. THESE MATERIALS ARE PROVIDED TO THE IR>OFENT FOR SPECIFIC PURPOSES CHLY NO SHALL NOT E SW100, COPED, M OTHERWISE REPRODUCED AYO/M WRIBUIFD TO OTHERS FOR ANY PURPOSE WTHOUT OFAESS MUM ALMIOtOATIO1 FROM JRDOM N HCEES TM DRAWS PAMA E NO ALL US CCVTERMS AM THE M SM MOFPEHW OF JADmSSR FHlWiM ALL RevRTs •. TA'DeT11r 2M M HARBOR, RCOA ALL PIOUS R ESE RID. FOUNIIATION " A Of(5) ARID-/Qt THE AFEA S) N YHdI AN AUeln �OIiGR APPROVED. LIMED TRUSSES MAY BE SI64IIMED F NAMN ROOF ANNE SPECIFIED WEN, B NOT F IZEEBM iA mpL AA9000tl µo WIN NoM HMO AND OR nV wNa OWL TD THE Host 81RU s THE SUE ALL u{ys COITAmm wM THE PAOOVCE mm BA4D ad THE KM A I K E DEIR N ROOF ANO '.PETFEA NOf a Nm@ 1ORM OR UAM MR TIC TW W® YDN 1 NO)OR °OMMMUDI VL FOWSWA Z d• 7FE CONIRACIOR W gETANFR lW0 NSULLID THE AOODON. ff THE SI E7OeAERw7 SOtLTIMI CWUMM AND aREMA RDAWO THOM 06 W liff03 11 ra(�A 00 TOP O 0 B A WNMIION FROM FOR OFFER EOL OF WOOF SECUM 10. yd�,I,gRA , - ,� W� RAII Rf SUL - OFFER O7tAN0 VE1T PROIOED OTRONT a REAR OcaumS) la (ETPJ + 0 %M - UiER W(13 PROWLED BY - 0 NN. OF 5MILK Pofff WNB READ M M. FOR NOIRE) 't'"� a�E sot ON Wr'd1 F � rEiE R'S/ED - 2.44 SM FT: TOTAL (INCLUDES PAIR It WAR QWXS AND ROW WRB Ra WCU.AICI OEURQ DESIGN LOADS FOR 7RUSS6�A®- Is, CIA Lm V�4.E � SNTCE ROBE CMJ 7C2L -BOLL - 14a PSF � � q _ �p ,�EEv�" -e P 0 M WM atnL. tOA PR IJs>m TRIS4] OEM MAY VARY N°':11✓��V�o,�"p�W+_ i�' ' gY' � 0.� 7/16' APA RAIm 0t \ AMU 01671CM �,WMM ROOF WAMNO (i1Pa TYPICAL TRUSS pt1 MAY BE HKOM OR Fit® R AMU UM CIASSI It NS A— om N ROW GNIY) fim t [yqp2SPF 1BlSSOI - ./ 11/2' MAX OFFSET) _--, IEL RIME SR ate; lAPISTUCOOAWM (TYP.) 210 SPF W,aOROI PLAN FIR ffPW REM O Y (FRAME iNOVED BDUS WTAUAII" t1OM TON taAF ttwnl t1tIWR m tTR a tnM m too ®too ntoo ttm tt:x t-ta.lt.al o.MRm W1O a W0a 1440M "agomm mt TTPCAL laulm s11PPLY grimAc $ LAYOR. a LOCATION MAY VARY 1/r GYPSUM am NSWITm M WMIBOMO WR1EAMON PROBED FOR TOM BOX IF NOF SECO1N, 4AtIOETt OIIJNO ! NAVE WIT PROVD® OROR a REAR OWEFIAIM6) ♦ 0 SOFT. - IDiR VOIB FROWLFD BY - 0 MR OF BMW ROW WNIS TROD (MIAL FOR RM E) O-------------- - 4A1 SO. FT. TOTAL (NCIICES ONANZ, FATE AND CROW VEXM FROM CMOIIATRN 1EIa10 OEM HEDIT — W--u-rp AJ sm. POOR OETWa _ 10P or-ur TOM& eMHES IMMI ED r AR SPACE NIaNAI 24 ROIL PERNEU R RAL OMGM LM MAI MCI. VIM _vm EIf. WA11N0 SM APPROWD SENCRRAL PAWATE TOR WAIL C06T. S )k 0" PIS SCALE: NTS J UNT WO YAM �At iuTia llE Twm DOISOFICRPER PAOIME 7Me' APA OR IEOCI RAhD � FIDOt Ek1ER0It NFAIINO T}� p TV W17FBt IFS.'E1E gFARCyI. PifE1C NFOYA7101! 00 WALL SWIGS a h1Pa OYFRIIfEfC IOAD;91�1F/OI ODSRACIR HEM WALL �E�AELRl6fl TIE FUMMION SWM 1.4 STF /! IEYN W1M ]/b' IR, m OtPSTY tA/�2' OSB OR PLVYCOD �� - �W F100i OnOp (1YPrAAJN �TUYY GATT NSXATION AOOORICOA EiVWD�I AIO DEI�IG � 1�MAT N WAIL DW.) MAY DOOR N BOIX lE HT AL kO VEAilO1 PLAEE(S). WALL T� a BOTIO1 RAW j;L.F&.fM.AL) tiiml WAIN SUPPLY (TYPa mcTNcu. (TYPa/ M WALL TE-aOIIGSSATEFASNASN EO E AFA01 ED SEOETO //-51NUE 210 SPF p (fhFliAlFa RFCILY TO FORDA TO iRANAEi AEOM IOALL E4>ifIkYFROCR.CIS(IYPICAI)ON�� PRIFIESNONIL DOM�„� CRIERVISE CH THE >ff FOMATCI AM ANCMOi10 FLAN E1[YFE ED R-10 peD. Pia tW-anFRs PER Qf41E WTMU. BAN W EFSIRAIEN (TIPJ VAPOR BARM WOO - SEE ROFE E ®LW HIRREOR (M m Lm ;i " MOO-1426 pas SCALE: NTS 1RDAIm mPa lem UNIT 110I16 VW SEE AP ROWD FLOOR RAN FOR MUM WT INIH(S} I1� W SHWIUE HAS ®1 DESIO ED FOR SUM OR WNLATOt IN SS ITE LT PONIAEHT / FOMAM N AND 6 NOT OSOED TO 1E MOWED OAS SO BEE:IED OR NSTAUID PORN AS TtWk D09E WE AWd. lid 2Wd. 28d. 20•d a ]rd FAAED) ROBE WIEN SQUARE FOOTAGE a12 SM Fr. (. VAPOR BNmO ]DO - 2A7 SM FT. TOTAL IEOIIaD MIT (WIAL WPETR a UNION)3m TOTAL AVER LENT ACIUMLY PROWLED: . 244 M FL QNCUES MUM AND VENRT 2014 SOFT. - ISM OHM1ERT PIROICFD 0 SOFT. - OPEN ROBE WNCI PW AXD 0 NFL R eOOfL DEER ROBE VEIB M (TOTAL FOR FEE) MNYN IFEER WHT (FADED (SOX OF T1E TOTAL): - 1AI 1C FL DOTAL ROD VLff O as) OFHILBtE IIEFKE t ROD a ACTUAL• - 1dl M FL PASS TOTAL LDELR WM ACIIMLLY MAIM - 4M % FL ONa1® MIANOS AND Ek%% 441 SOFT. - LONER OHANO a EAVE WIT RROICEO 0 SOFT. - LOER ROBE INNIS PRMW 0 NFL R BOSOM IOER ROOF VENTS RLWD (TOTAL FOR HMO WAIN LOM MIT R107FD (00X OF TIE WOOL): - 1,44 SQ. FL (TOTAL RWO VBIT O 0:10) DIFFERENCE tEIEEI REWD A ACMV : . 2AF Sa FL PASS MFL 4• ROOF ~ MC PIS SCALE: NTS FI9 LLWL s 'CII FLDO10 7C ETI APRI O ] rfic& >¢E W T. WA M. UNLESS OTHERIWSE NOTED IN THIS APPROVED BUILDING PACKAGE. JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION BE 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 cEsom ARE BY Omom NOTES: 1. ALL STEEL MUST COOLY WITH AM A-30 (W ICSI MUM). 2. ALL LAO SCPEIYS MUST OOIIFLY WIN AM M]GA MIR S FUR FOIROADUI SKORCS, REFER TO THE FOUNDATION PLAN C`61�0 DESIGNED AM ENGINEERED BY MOREL 'OF FAME IFIrt A ALL FAS07ERSI INTO TREATED UAIEER SHALL E APPROWD FOR NSTAMA710N INTO DEATED LULBEIL S WEN In AREA EENEWH THE MR as NL POLY VAPOR liARtQt RED'D�OV E10W 1FE1FE � 'ON RUNE WR BUIDNO OILY (ON-91E. BY UIF¢3B). TIIB VAPOR BARIOFR B REOLMED BY JACOB57I1 BCIFS ASNO E6 OF OODE REUREYF7U5 =,*OR SPEUFl AA& Dunn im VAPOR BMaBA Wu EFFECT ANY WAFRNRY OPFE7RE) OR IM UDD BY JACOBSEN HO M BE FACTORY Mt*W ROTC= CNiBR B LIFT ATE400 TO DE STR CIOO NO 6 UMM AS A SUNCRRM. C2FQ ET OF WITS BIa/!O/A�SINCIIA� AUA71M CONSMUCnolm SPECIRCABONS: TOM KAISER v mm LMAM FEAR MOM wilim Item ] IaL NAWI a aAO Ala r HT IM I Alm X" IK RCOR am IOWWX M- Nam— La W P r 0a CR Nl�m FLOOR FaAAIO , DOOR OaOWM 11-HI IW/Mvwmu IROM Am 1p% Y r = FOIOI go= M t12MOH OQQp N1 AtlmO and a A P WM MAN MU 9 W P tAtOtM wA0 tDtR wu NAAlft a-O W. ZJ• .65 P RIFT. amim 7/Ir AM a lap MlID aL 0 RIME - IMY mC AC DOdM RaAOW OOC Atta Ftm a y aAAb A""l...-. O(L 10" FtaA tAFA]nl®Aw4 OMEJ ROAM OEae m RGL (TWLT a m 011WN MA'J m taAATOa W-m Mflm19 IOW ONOIOL (O>TJ Ra afAN11O 7/HI• M'A M1O wl» =1101/f II41iRAAlP'Y FICA Otm WAOM r OG .... .... -"MG ,,- omm MUM M oYmo All TEE: MER m EEOWM CMO FWt �E Am m DOWY cowl ImE 1 FvIMaO51 I I VAT WE Ism 10 DOWE WORIM Too tEFOt m BOvr YARo R M w / TI OEM alas 0 RiO.(.== NAZI Or. I0/ A000A I.M. A / V A001•A MTtt 0 / a O MLL aOtOa 0 A ttmoW oat y alWt O / 1E97[ OAR A ■ F a WA1DI MMWm 1 VJD F a FOEaVO ur ] F v A®L WODI Wma M SE mm o F at101a a Mmt VAIDI 7MIO tl!lt MUM TM Om0t0 ago= MM DETAILS AND PIM6 ARE COiLENIft AND FR03MARY WTEAIMS TIE CONTENTS OF T16 DRMCD PAOtAE CORM OOFLETIMT. ARO/W PHIW1gD WOIIACON. ANY UNAUTH1OIM USE. COVN4 DMOSIM OR OBBBIRIOM OF THtS PAOUOS, OR ANY OF THE WINE S1 CO TANaED THEFE K B SROCRY PROWLED BY MOMSFN NOES AND WY E IRLATFUL TIESE MATERIALS ARE PROWLED TO THE RIECFENT FOR SPEWIC KWOSES OILY AND MULL MDT E SCARED, COPED. OR onFRHISE REPRODUCED AND/OR O3IRBIt7ED TO OTHERS FOR ANY PINPOSE WTMOUT DIPRMS WHITIEI AU CFECATION FROM JAO®EN NOES THIS CRANING PACKAGE AND ALL M OOCER9 ARE THE FDMISIVE PROPERTY OF JACOBSN HOWL ALL RIGHTS RFSERWEI . COPYRIGHT 3M USSR TO MMM OCIaMCOOt PACT AAWTW FOR FASOIaU k1S sT,A1.E: TUTS .AREA RESERVED FOR LISTING AGENCY APPROVAL STAWS: PpPROVBp �... 4 —I.. ° SAD 7-13-18 NO A to ss rMr ..xv..e.r Z ��� W .wmmwv� AA0t�1 t- .e Fr Im COMPUES W/ 2017 FLORIDA RES. COTE. DICLUDM ALL eth EDITION 8 'P 63802 6 i I � .� F B Rl. O � g )�1111111�1 S m � z M L ]EAADBAYAVE ELXNAOT IN A 14 ALI 0 z Am Am 1 91 DRAWN, D.Wx CHEC EDD: Y.T. DATE: e/27/2018 SCALE: a/te - r-0' SHEET: —14 15 OF 16 WPC: EIpmm C DWS: 170 MPH MODEL: MOD-142e CO?WW 0 2.OIS . AMMOSFN HOES SAFElY MAItM RM& ALL RODS RESEINM