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Home My WebLink AboutDrawingsn m G m a ENGINEERING a INSPECTIONS CERTIFICATIONS a TESTING E May 20, 2021 LL Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes SIN & Occupancy: MCP-3736; SFD HWC Plan#: 2540-0754(MCP-3736) To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2020 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. HILBORN, WERNER, CARTED AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA W58 (727) 584.815f FAX: (727) 556-3343 J (727) SW2392 1 (727) 587.0447 Moduli ONFy Inspecuen ATTENTION LOCAL BUILDING DEPART.: THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUF., HAVE NOT BEEN INSPECTED. & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS, WORK, OR MATERIALS THAT MAY BE REQUIRED TO COMPLETE THE INSTALLATION. ALL SITE -INSTALLED ITEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. THE CODE COMPLIANCE FOR ANY SITE -INSTALLED ITEM(S) SHALL BE DETERMINED BY THE LAHJ AND ARE THE EXCLUSIVE AND SOLE RESPONSIBILITY OF THE LICENSED CONTRACTOR, NOT JACOBSEN HOMES. SITE INSTALLED ITEMS: THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: 1. REFER TO JACOBSEN HOMES' MODULAR INSTALLATION MANUAL. 2. ALL SITE GRADING/FILL AND LOT PREP. (INCLUDING REQUIRED DRAINAGE). SOIL REO'D TO SLOPE AWAY FROM BUILDING. SEE SITE PREPARATION NOTES. 3. THE COMPLETE FOUNDATION, TIE -DOWN, ANCHORING SYSTEMS, AND REO'D UNDER FLOOR OR CRAWL SPACE VENTING. 4. TERMITE TREATMENT AND REQUIRED VAPOR BARRIER BELOW STRUCTURE. 5. BOTTOM OF FLOOR INSULATION AND BOTTOM BOARD MATERIAL. 6. ALL HOLES, TEARS, OR OPENINGS IN BOTTOM BOARD MATERIAL SEALED. 7. RAMPS, STAIRS, & GENERAL ACCESS (INCL ALL ACCESSIBILITY REQ'MENTS). 8. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEM(S). 9. ANY PORTABLE FIRE EXTINGUISHER(S) AND/OR FIRE SUPPRESSION SYSTEM(S). 10. ELECTRICAL SERVICE (INCL. FEEDERS) AND ALL CROSSOVER CONNECTIONS ON MULTI -SECTION BUILDINGS. 11. ALL UNFINISHED DRYWALL - COMPLETE PANEL FASTENING, TAPE, & TEXTURE. 318" NAILS = 6° O.C. MAX.; 318" SCREWS =12' O.C. MAX.; -UNFINISHED ONLY. 12. STRUCTURAL &AESTHETIC INTERCONNECTIONS BETWEEN MODULES/SECTIONS. 13. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. 14. EXTERIOR SIDING (INCLUDING BONDING OF METAL SIDING TO GROUND). 15. EXTERIOR WALL FINISH (ENDWALLS AND PORCH AREAS). 16. EXTERIOR FASCIAISOFFIT FINISH (ENDWALLS AND PORCH AREAS). 17. ROOF COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION (RIDGE, ETC.). 18. COMPLETE ROOF (INCLUDING BONDING OF METAL ROOF TO GROUND). 19. FIREPLACE CHIMNEY STACK AND COMPLETION OF VENTILATION SYSTEM. 20. FIREPLACE CHIMNEY FRAMING. 21. WINDOW GUARDS AND/OR FALL PROTECTION. 22. WINDOW PROTECTION AND/OR STORM SHUTTERS. 23. DRYER VENTING: DRYER VENT SHALL EXHAUST OUTSIDE OF THE FOUNDATION. 24. ANY REQUIRED BLOWER DOOR OR DUCT TIGHTNESS TEST. 25. CROSSOVER CONNECTIONS (HVAC) AND REQUIRED FRESH AIR INTAKE. 26. AIR CONDITIONING AND HEATING SYSTEM (REFER TO FLORIDA ENERGY CALCS FOR MINIMUM EFFICIENCY REQUIREMENTS). INSTALLED ON -SITE, BY OTHERS. HVAC UNIT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE. 27. HVAC DISCONNECT, WIRING, BREAKERS, SERVICE RECEPTACLE, ETC. 28. WHEN NOT INSTALLED IN THE FACTORY, INSULATION AND REO'D AIR BARRIER. 29. HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE ON -SITE, BY OTHERS. 30. "BUILDING ADDRESS" AS REQUIRED BY Fee R319.1 SHALL BE INSTALLED ON -SITE, BY OTHERS. 31. REO'D GRAB BARS AND ANY OTHER ACCESSIBLE FEATURES THAT ARE REQUIRED. ITEMS INSTALLEDANSPECTED AT THE FACTORY; LOCAL APPROVAL IS NOT REQUIRED. GENERALNOTES: ORICOASTAAL'AREA YREFEH TO OTEBFLLOWOD 20NE° 1. THIS BUILDING SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR). 2. A LICENSED AND CERTIFIED CONTRACTOR DBPR SHALUMUST INSURE STRICT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, OBTAIN ALL REQUIRED PERMITS, AND SCHEDULE AND INSURE THAT ANY INSPECTIONS REQ'D ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION (LAHJ). ANY REVIEW, APPROVAL, INSPECTION, RE -INSPECTION AND/OR OTHER FEES OR COSTS SHALL BE BORNE SOLELY AND EXCLUSNELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM TO CODES 8 JACOBSEN SPEC'S MAY AFFECT THE WARRANTY. 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, INSPECTIONS, AND COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE. 4. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE BASE FLOOD ELEVATION & THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD ONTO/THROUGH THE BUILDING. THE FOUNDATION SHALL BE DESIGNED PER ASCE 24 AND THE FBC 1612.5. NOTE: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE CONSTRUCTION' AS REFERENCED IN FAC RULE 69A3.012(6). ANY POSTING OF NOTICE SIGNIS) AS REQUIRED BY FAC RULE 69A3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY OF THE BUILDING OWNER. AJACOBSEN HOMES 600 Packard Court, Safety Harbor, FL 34695 727-726-1138 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - I.E.: DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. 4 DRAWING PACKAGE INDEX DESCRIPTION SHEET 1. Cover Sheet / INDEX- 2. Floorplan Al 3. Floorplan Options A2 4. Exterior Elevations - 1 A3 S. Exterior Elevations - 2 A4 6. Electrical Load Calcs & Notes E1 7. Electrical Plan E2 B. Electrical Plan Opt: 1 E3 9. HVAC System Layout -1 M1 1o. HVAC System Layout - 2 M2 if. Potable Water System P1 12. Sanitary Waste (DWV) P2 13. Structural Design Tables S1 14. Cross -Section (OFF -Frame) S2 1s. Foundation Loads (OFF -Frame) X1 16. 17. 18. This item has been digitally signed and sealed by Michael G Tomko, 19• P.E. On 5/20/2021 20• Printed copies of this document are not considered signed and 21. 22. sealed and the signature must be verified on any electronic copies 23. 24. 25. 26. ATTACHMENTS: 1. DBPR Certification Letter 2. Raised Seal Letter - DBPR 3. Florida Energy Cale - ZONE 1 4. Florida Energy Calc - ZONE 2 5. HVAC Calculation - ZONE 1 (Air Handler) 6. HVAC Calculation - ZONE 1 (Package) 7. HVAC Calculation - ZONE 2 (Air Handler) B. HVAC Calculation - ZONE 2 (Package) 9. Approved / Listed / Sealed Truss Print(s) 1o. Local Product Approval Strap YIELD Tests 11. 12. 13 F°aro>, Michael G Tomko 14. r+ HD 63802 : 15. 2021.05.20 17. -',,,. i1* 1N 14:38:34-04'00' 17. oS/ONA�EeP• THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE NOT SHOWN, BUT ARE REQUIRED FOR THE COMPLETION OF ANY ITEM INCLUDED IN THESE DOCUMENTS THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART OF THESE CONSTRUCTION DOCUMENTS. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECS) ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. © COPYRIGHT 202, STRUCTURAL LOAD DESIGN CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION PRODUCT APPROVAL PRESSURES ARE BASED ON -ALLOW. STRESS DESIGN (Vasd) DESIGN WIND SPEED: 160 mph - VUIt 123.94 mph - Vasd MEANROOFHEIGHT: 154e t DU ING(R.Io CAT.(IJY): II WINO E%POSURE CqT.: D INTERNALPRE3S.00EFF: GCpl=0.18(Enclos¢d) ROOF ANGLE (OEA): 20° ROOFPRCH IRISEN 2.24°/ 12° Florida 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION COMPONENT AND CLADDING PRESSURE ZONES II�a II1�a {I as a r+II IO 3e n 3r 3r 2n 3e m O© O 011811119 O O � _ i 81010 Zr I O 2e Note: a = 4 feet in ALL cases I --TT-- i NI 3e 12n 3r 3r 2n 3e R' L a a W a a (DI 'P OS ® Oq D d Y '° °' PORTION OF FIGURE R301.2(7) FROM THE FLORIDA RES. CODE (REFER TO FRC FOR FULL DETAILS) DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING: Pr=ROOF C&C LOADS ZONE 1 = ZONE 2e = ZONE 2r = ZONE 2n = ZONE 3e = ZONE 3r - Pw = WALL C&C LOADS Wall/Siding ZONES. ZONES= Pw= WALL C&C LOADS Single Window ZONE4= ZONE 5= PW = WALL C&C LOADS Door / DIOL Door / SGD ZONE = 20NE5= ULT. DESIGN WIND PRES, STRENGTH DESIGN vNn NOM.DESIGN WINDPRES. ALLOW. STRESS DESIGN vB.d EFFECTIVE WIND AREA 10 SO.FT. BOA? PSF-124.95 PSF 50.47 PSF-124.95 PSF 50.47 PSF-182.63 PSF 50.47 PSF-182.53 PSF 50.47 PEP-182.53 PSF 50.47 PSF-216.03 PSF 30.28 PSF -74.97 PSF 30.28 PSF -74.97 PSF 30M PSF-109.52 PSF 30.28 PSF-109.52 PSF 30.28 PSF-109.52 PSF 30.20 PSF -130.1 PSF EFFECTIVE WIND AREA. 10 SO.FT. N 67.62 PSF -73.5 PSF 67.62 PSF -90.65 PSF 40.ST PSF -0-APSF 40.67 PSF -54.39 PSF AREA < 2D SQ.Fr. 64.68 PSF -70.32 PSF 64.68 PSF -84.S3 PSF 38.81 PSF -42.19 PSF 38.81 PSF -50.72 PSF AREA :S 50 So.FT. 60.76 PSF fi6A PSF 60.76 PSF -76A4 PSF 36.46 PSF 39.86 PSF 36.96 PSF -05.86 PSF 160 mph - Vult M R H - 15-feet TYPICAL FOUNDATION FOUN-N DESIGN I CONSIPUCTION ONSRE BY OTHERS TYPK:ALFOUXDAPONVE_m : AND IS SUNECTTO LOCAL CODES AND INSPECRONS(WNL SDED ANOLOC4TEDPERENGINEEREDO.-N. TE-0OWN I ANCNORWG D.15-ICONSTRUCTION ONSITE,BY OTHERS BY-0tNFAA SEE NOTES FOR NwMUM REO'tlENR AND IS SUBJECrTO LOCAL CODES AND INSPEC110NS RAKD. - WALL FOUXOATION SNOWII-OTHER FOUNDATION TTPES MAY STAIRS/STEPS.RAILS,ETC..ONSIIE,BYOTN 'ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BYTNE LAHJ. F�®RSA BE UNLOED. RESERVED FOR LISTING I 20 DTOIRI AREST ENTIAL CODEAGENCY APPROVAL STAMPS: P ROVfO RESIDENTIAL (MOD.) PACKAGE �datw� 5-20-21 W Ir�A( 2540-0754(MCP-3736) ^t Cover Sheet /INDEX;*ApprLabcd��'A�°�rr��``��nl� �5-20-202 ? V) 1248 - Sq. Ft. - __." ti o `q ��eidyiaer E7(aiPdisle� V�rl F0l'i(9:•? License No. Sk;l'-42. RTER �' � CAP T MS DEFAILS AND PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS THECOMERSOFWISDRAWINGPACI(AGECONTAINCONRDE AND/ORPRIWLEGEDMFORMATIOM ANYUNAUTHORDEDUSE.COPWNG,DISCLOSURE,ORDISTRIBUTION OF THIS PACKAGE, OR ANY OF THE COMERS CONTAINED THEREIN, IS STRICTLY PROHIBITED BY IACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDEDTO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, OOPIEO, OR OTHERWISE REPRODUCED AND/OR THEAPPROVALSH04YNE. ABOVINDICATESTHATREVLEWOFTHEPLANS AND ALLSPECIRCATIONS DISTRIBUTED TO OTHERS FOR AM PURPOSE WITHOUT EXPRESS MITTEN AUTHORVATION FROM JACOBSEN HONES.THIS DRAMG PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSWE PROPERTY OF JACOBSENHOMES. ALLmGMRESERVED. COPYRIGHT 2O21 I CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPECS AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: ❑❑❑❑ eM DO ❑■,❑ Z VLL ❑❑PF❑ o ma=^ ❑❑❑❑ L' y 2020 FLORIDAh CODE, P•`,,,gri'` IIG�/��',,,' EDITIONnAL �� PE •••TO ,, I g �v G E N S�••SO CONSTRUCTION TYPE �� j $ OCCUPANCY SFL) f No 63802 • ; TOTAL NUMBER Single St&y OF STORIES: 1 • • WIND VELOCITY (mph) 16 • S3 (ir. Vult(Ultimate) •• . ma's WIND VELOCITY (mph) Vasd (Allowable Stress) FIRE RATING OF,,� 123.9 �i'•..OA, ,y R:.•,[[[`•��C'f�� EXTERIOR WALLS 0 hr. � - 5 2020 FLO L CODE, ALLOWABLE 40 7th EDITION FLOOR LOAD psf ALLOWABLE ROOF LOAD 20 psf N M SEISMIC LOAD 0% g Jacobsen O Z a) MANUFACTURER Homes " y p`U2to HIGH VELOCITY N p .z � to 9 9 HURRICANE ZONE z s �0 40 .!0 Q W PLAN NO.: LL '~V' W 2540-0754 (MCP-3736) PLANS COMPLY WITH RULE 61-G203 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, SET OF BUILDING PLANS ARE ON FILE INTHETHIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). 27a HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727)584-8151 **NOTICE: SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPRINSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3M PARTY AGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES. W srATE: STATE OF QFlorida 0 Y CC BUILDING: 2020 FRC € QQ 70, EomoN S` 'm MECH.: 2020 FRC FZ 7m EDITION M CO) R PLUMB.: 2020 FRC f . LU Z ♦ ^ 7th EDRION H. Uj tri � ? gaol cc 'CL .i 4) o=pz O LL La N 2. N O g� C >`a3r& CM 5<g =yaw �So°zo REVISION SCHEDULE: -A REVISION BY: I REVISION DATE: DRAWN BY: C.YOUNG DATE: 1/29/2021 SCALE: Not Printed To Scale SHEET: IJJ DESIGN WIND SPEED -VuIL• 160mph-Vult ♦J O ENERGY: 2020 FRC 'A DESIGN WIND SPEED- Vasd: 12 LM.ph-Vasd (� N 7th EDITION a MAXI MUM WIND EXPOSURE CAT.: D Z I MAXIMUM MEAN ROOF HEIGHT: 15 w W u BUILDING(RISK) CATEGORY O -M: II lz ELECi.: 2017 N.E.C. ASCE EDITION/VERSION: MAXIMUM SIDEWALL HEIGHT R,ches): ASCE7.16 106 f 'THIS BUILDING IS NOT A HUD BUILDING' =MO DE u ..._... ............ Mi•opo-.an . K a O SHEAR WALL ANALYSIS a 160mph-Vult wadaPmavWlnW.�w.omP,wsr. NaIspe.- _ Ymwmm�3NF WLLLIIFIGMNM ti Nomum YUN nOOP HBGM NRN7 Ime � a4Ymun WmO axNauPe WTAOOPImEt7. noa A„Il.lo•mm4• 160 mph - Vult MIXED gww LmJ,Pma. Wmmalm 3 vPmr � Fmm w i ism. n•wN g mwmw m•c. o.`.�m i s L«.� Pml.� p•,.l 14'-0 l/r 41/f 14-4 I/r ROOF SHEATHING SPEC. ROOF SHEATHING FASTENING (SEE Q.C-I 14'-6ljT 19-11/4 --------- --------- 17- t----------- W,/, X v ------ I LOLDR 4 I/r V-31/r _{ 1 3y-II1/r 4,/r s-51 4... 4W IMPACT WINDOWS (CHECK SALES ORDER) 41-1 l/r - lw-r 1 0 -4l1r I OBS/1EMP. I--- W/su J _wPco I 1frX40 11 � X /u --T— f 3 I BEDROOM #2 111 BEDROOM #1 Wall Construction 1 114 - - / 1 154 -1 so rawlwlRIIe a as _ \ g P L I e In \ -' — — W qs I K / 84e i ` a' \ /'/ I� \ I FOaF RFan F,nnn. ) \ W \ FAN PREP. I F� sa sPml°o somas seals N �� // 166• M onl MO.cJ Ma.•1 I 22'-1• I l36'-6° I me I N`v. FAN PREP. / \ PREP. / \ sDPw 28x2 QI RAG \ F Fsn. ma I R.I nuI . . rs a NA ) 12 n �, NG W gt LIVI RM. 1 — — — — — — RA 4KP qP 4p T T.VJPH. — Na Strapping Connections i S s 5T UOY R 172 5%8' v ran. olAY—ov-m P FA--� I I — / \ / _ / \\ P I2 a- N cmvi PRw R I / y / % \ \ i PA / P \ / I N REP. \ REFRIG. sacra _ av o. a Rear Rm. Fam 3 I 162" FAN PRE I # 1 73° I \ wCRO. AeovE FZ- w Gmal c"o°a.I L== 1z3'-1° I ( / \ WHITE TRK ICE-MAK \ - S - KITCHEN I \ aD-TuelsxowER DINING 1 Ijr��= aT====-- IiI -- -- o -------------------------- - - - - - - - - - - (z) 361/r z 691/4' --� - 38 X eo•- -c� -- - - - - - - ---- DROP wr Na IV-1ti 1G-7 28-0 3/4• NPACT FRENCH OSHEAR WALL JOIST ANALYSIS 197-8 516E 160 mph -Vult 2 was apmavmnaeNN.. ,_F ranmon v g• 111`4 5'-41/r 34-01/r 41 41 r rlcamwPMa.N noePNDOMImIBI°N.k al.a,,,,m W mn o�.DalaF a.TAIGaY 'I', nmrA„gHm•Pmk Is •n e, OFF -Frame ONLY - - SOLID FUEL BURNING FIREPLACE: WHEN INSTALLED, THE FIREPLACE SHALL COMPLY WITH UL-127. THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -SITE, FOR COMPLIANCE WITH CH 633 FIRE SAFETY CODE. RA - - ❑❑❑❑ ❑00E❑ DIVE ❑❑❑❑ JACOBSEN HOMES 600 Packard Court, Safety Harbor, FL 34695 727-726-1138 `17 RIDGE BEAM ANALYSIS - 01 thru 09 '7 RIDGE BEAM ANALYSIS -10 thru 18 0 COLUMN ANALYSIS - 01 thru 09 COL SPAN LEFT —I) SPAN flIGM (F..a Re ]IlEB°JH�s, SP MVI NOMWALINA SPAN LEFT (—I SPIN NIONT cFmu MIN. NOMINAL Ra SI M) LEFrsPAN MN. NOMINAL nBs1�M.1SOPS RIGMSPAN 0 (fl T OUANiITY TUD SMI $GE TYPETHIS ADO. eFAwna NUMBFA OF( STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED(MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT(HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (NVHZ - I.E.: DADE COUNTY, FL OR BROWARD COUNTY, FL). 1 -14.33 NA 10NA NA 1 2 2X4 N 2 2 1433 120 11 NA NA 2 2 2x4 N 2 3 7.T5 NAT_ 12 NA NA 3 2 2x4 N 2 a 7.75 2x10T 13 NA NA 4 2 2a6 N 3 6 - - NA 14 - NA NA 5 6 NA NA 1s NA NA 6 7 NA NA 16 NA NA 7 8 _ _ NA NA 17 _ _ NA NA 9 NA NA 16 _ NA NA 9 _ 1 ROOF = 30 52'4WALL = 19 51-6' � FLOOR = 22 WP — —1 X I 4 48" X 34" 1 I O rl� .---_.....°. ------------------ _ 301/ X 401/4 35-91/4• 51W - PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION CONSTRUCTION TYPE V-B OCCUPANCY S DS TOTAL NUMBER Single�St& OF STORIES: 1 WIND VELOCITY (mph) r� Vult (Ultimate) 16 WIND VELOCITY (mph) Vasd (Allowable Stress) 123.9 FIRE RATING OF EXTERIOR WALLS 0 hr. ALLOWABLE FLOOR LOAD 40 psf ALLOWABLE 2O Sf ROOFLOAD p SEISMICLOAD 0%O g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO. 2540-0754 (MCP-3736) ❑❑❑❑ 0 Us » m ❑■,❑ VLL! Z '° ❑❑1F❑ °> maxis ❑❑❑❑ mN ►` Pf L G••Tp NO 63802 2020 FLO0T'RE5TtlEf471AL CODE, 7tn EDmoN � 0 DO 10 O o m Z ? so Za o O La C N ... C, L LL Lu to CM I- C? acts as G O MEL0 _O I- IL srGYlULn1E-TNR � FRCVerelon: 2020 PRO Oj gO m.G er: .z Model Numb254"T36 s 3 G 16 Approval Number. 25460754 (MCP-3T36) � m "' a i 117d O 16 Design Wind Speed (Vult); 160 mph - Vult IG z m 16 2x10 JOISTS 6a Wind Exposure Category: D (V ea u Mod./FoendationTypo: OFF-Frae HWC Engineering, Inc. m'8 NMI' Notes: OF nermovFrame: Chassis Is REQUIRED to $ ¢ F be removed during Installation. 1627 South Myrtle Ave. € Clearv7ater, FL 33576 (727)584-8151 ' �I �I I �IN � 1 HIT[H 1 I -J JACOBSEN HOMES - MODULAR IMP-M1967 Series: Signature -IMPERIAL PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, SET OF BUILDING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). © 1/29/2021 15' -1 ° 24' - 0° **NOTICE: REVISION SCHEDULE: BY: REVISION DATE: SECTION 653.80(1)(d), FS, SPECIFICALLY EXEMPTSREVISION This item has been digitally signed and sealed by Michael IS Tomko, STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM Q P.E. On 5/20/2021 FURTHER PLANREWEWBYLOCA-CODE ENFORCING 2 Printed copies of this document are not considered signed and AGENCIES. THE INSIGNIA ISSUED BYTHE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL Q sealed and the signature must be verified on any electronic copies REGULATION (DBPR) ATTESTS THAT THESE PLAUS HAVE BEENREVIEWED ANOTHEBUILDING HAS BEEN Q INSPECTED BY A STATE APPROVED 3rd PARTY AGENCY a FOUND COMPLIAHTWITHALLREFERENCED CODES. AI COLUMN ANALYSIS -10 thru 18 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION Pp P RO VE0 W 0 Q '. rY' V Q STATE: STATE OF Florida € DRAWN BY: C. YOUNG DATE: 1/29/2021 COL NBM snros RIPE ivg BRIO oDK apt smws BUILDING: 2020 FRC 7thED OH m SCALE: Not Printed To Scale C 40 T- ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY THESE DETAILS AND PLANS MECONFIDENRAL AND PROPRIETARY MATERIALS THE CONIETITS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIWLEGED WFORMATION ANY UNAUTHORGED USE,COPYING, DISCLOSURE OR DISTRIBUTION OFPACKAGE, OR ANY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCEANY LOADS OFTHE CONTENTS CCNYMNEDTHEREN, IS STRICT.Y PROHIBITED BY JACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ME PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED,COPIED, OR OTHERWISE REPRODUCED AND/OR AND/OR ANY OTHER FORCES ONTO ORTHROUGHTHIS BUILDING /STRUCTURE. DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS MITTENAUTHORQATIONFROMJACOBSENHOMES.TIIISDRAWNGPACKAGEMOaULISCONTENTSAREMEEXCLUSIVEPROPERTYOFJACOBSENHOMES.ALLRIGHTSRESERWO.COPYRIGHT2O21 0 5-20-202 Z1 N n• JQ = MECH.: 2020 FRC 7th c e SHEET: Al F Q N F- Q PLUMB, 2020 FRC 7M EDITION � {Z 0 DESIGNWIND SPEED Vult: DESIGN WINDSPEEO-Vaad: 160mph-Vult 12S.N.ph-Vaud >f Fn 5 U ENERGY: 2020 FRC EON 7mDITI a N MAXUM WIND EXPOSURE CAT.: D IS'r GJ P in op MAXIMUM MEAN ROOF HEIGHT: i6 or BARTERS W ELECT_ 2017N.E.C. BUILDING (RISK) CATEGORY P -IV): ASCEEDITION / VERB ION: II ASCE7.16 THE APPROVAL SHOWN ABOVE INDICATES THAT REVIEW OFTHE PLANS AND ALLSPECIFICATIONS MAXIMUM SIDEWALL HEIGHT Bnehes): 100 CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. •THIS BUILDING IS NOT HUD BUILDING• e,O.uEu n.°oP. .n,.mc., - .i woP.r+ + O SHEAR WALL ANALYSIS PLAN SPEC S AND � 160 mph - Volt ,ep1 N,msPe.evwRmmel. B.,IP,Ymr mw.vw (p ID M..p,.m,smew.uNDGHTL,IBu>: W m�;��: LISTING AGENCY ❑ o o� wN APPROVAL ❑■,❑ Z'LL yrlo,Paeep i 160 mph - Vult MIXED ul x N ❑❑,❑ to Oan THIS DRAWING PACKAGE COMPLIES m a = N j S WITH THE FLORIDA MANUFACTURED ❑ ❑ ❑ ❑ U c, m i w. PERF. BUILDING ACT OF 1979 AND ADHERES Q 10 w T4e, Fwc. R.mp GO meva oe.ro TO THE FOLLOWING CRITERIA: bM Dea1.) (PIE) ssw,1. P 2020 FLORIDA RESIDENTIAL CODE, P.E. SEAL: 7th EDITION a s 58 CONSTRUCTION TYPE V-B 1 - -o o - OCCUPANCY SFD 1 TOTAL NUMBER Single Story 3 OF STORIES: 1 + � ¢ j , WIND VELOCITY (mph) ( P 160 Vult (Ultimate) a Wall Construction n WINDVELOCITY (mph) 123.94 I i Rq� . _ Vasd (Allowable Stress) OF FIRE RATING 2020 FLORIDA RESIDENTIAL CODE, EXTERIOR WALLS 0 hr. 7th EDITION _ eE �, F,v ALLOWABLE 40 psf $ wsc @ sIse ws Two.<J rv. o.ca nnFn..) FLOOR LOAD MOH ALLOWABLE cm Sf ROOF LOAD 20 p Do ewN SEISMIC LOAD 0% g Jacobsen O Z > HA MANUFACTURER HOIneS y 0 HIGH VELOCITY N O 2 y Z C HURRICANE ZONE 5 HA J Io .00 111 a c v Strapping Connections PLAN NO.: ia• 1E V W m a.XM-ro c....<von Pe= N P A IR IF=!!3 IF= IR'V IF= 2540-0754 (MCP-3736) $ Y 3 2P Ga FlM ROOD FIO' 01 sww e,:<Lr �F ) wow) rvwo� PLANS COMPLY WITH RULE 61- �$ W R IF.ee1 ee H9 u9 ealunP FOR PRODUCT APPROVAL AND WITH WITH THE STATE OF FLORIDA STATUTE 553.842 v .5 RAISED SEAL, OR DIGITALLY SEALED, M (n e SET OF BUILDING PLANS ARE ON FILE L'• a = fD INTHETHIRD PARTY LISTING AGENCY'S Cn C cim � OFFICE AS DIRECTED BY FLORIDA DBPR. Icc - i Y 8 THE MANUFACTURER'S DATA SHEET V 11►L F, 3 -. -IAND THE STATE (DBPR) INSIGNIA, SHALL O E $ - - - - - - BE PERMANENTLY MOUNTED TO OR •L _ o k < a ABOUT THE ELECTRICAL PANEL (COVER). O a, .029 e NA �CL OSHEAR WALL JOIST ANALYSIS O O . od . S iE 760 mph- Vult E a 1. r,sw.sYwYW o".m ,ePm�,-wwp �� O "<3 � LL MEw �H TAG UmlX C): LO is 5 s m m °r CAI I M N _ , OFF -Frame ONLY HWC EngineeringInc. ;�W Ww a=2j 1627 South Myrtle AV& � S wscn. s_sr B Cle(7576 27)684-8151ezo i3 out REVISION SCHEDULE: "NOTICE: 0 REVISION BY: REVISION DATE: SECTION 553.80(1)(d), F5, SPECIFICALLY EXEMPTS EBM STATE APPROVED MANUFACTURED (MODULAR) t BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING Q _ AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA SOLID FUEL BURNING FIREPLACE: DEPARTMENT OF BUSINESS AND PROFESSIONAL WHEN INSTALLED, THE FIREPLACE SHALL COMPLY WITH UL-127. REGULATION (DBPR) ATTESTS THAT THESE PLANS 3 HAVE BEEN REVIEWED AND THE BUILDMG HAS BEEN Q THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -SITE, FOR INSPECTED BY A STATE APPROVED III PARTY AGENCY COMPLIANCE WITH CH -3 FIRE SAFETY CODE. B FOUND COMPLIANT WITH ALL REFFAENCED CODES. Q HH■ JACOBSEN HOMES � RIDGE BEAM ANALYSIS - 01 thru 09 '7RIDGE BEAM ANALYSIS -10 thru 18 COLUMN ANALYSIS - 01 thru 09 COLUMN ANALYSIS -10 thru 18 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: W STATE: STATE OF w DRAWN BY: C. YOUNG 2020 FLORIDA RESIDENTIAL CODE, FIOTida ❑„ 600PackerdCourt, 7th EDITION PPROVf Q } 8 DATE: 1/29/2021 Safety Harbor, FL 34696 ccL sPu. sPAN MIN. NOMMu N. NOMINu SPAN svu+ MIN NOMINu Mw. NOMINAL coL uANnTv s1w ADB•L NUMBER ooL ouANnTv sTUO ABBL ER P '[ ❑❑❑ E r mGH DEBT) =Tj1 J E RGHT RB o,I MEBDEneJ of rylzE EARWG --. \� • Vcc BUILDING: 2020 FRC SCALE: Not Printed To Scale 727-726-1138 NUM s N�uM NUM, — �, of saE BEARwo o,e ER (FeeU (FM) LEFTGPAN RIGM SPAN (Peep IFeU LEFT BPaV PIGHTEPAN BTUBS E BBLOCK TPAP STUBS TYPE BLOCK STWWS Q TO, EDRION THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, 1 - 14.03 NA 12 10 - NA NA 1 2 2x4 N 2 t0 - - - J� < ` ¢ SHEET: PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. 5 — 2 O — 2 O 2 �- MECH.: zO2O FRC W 2 14.33 12 NA 11 - - NA NA 2 2 2x4 N 2 11 - - - - 0 0 _ � u) J = ]N EDITION ¢ (j) 3 - 7.75 NA 2x10 It 12 - - NA NA (p 3 2 2x4 N 2 to 12 'g JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN Z W Q <3 f' 4 ].75 :NA 0 NA r 13 - NA NA T 4 2 2x6 N 3 r 13 - N. A2 EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING N I... PLUMB.: 2020 FRC 5 - - A NA 14 NA NA 5 - - - 14 - - �L Q W AND URBAN DEVELOPMENT (HUD). - - Z Q Rh EDITION 6 A NA 15 NA NA 6 - 15 - - - W 7 - A NA 16 - NA NA 7 - - - 16 _ _ _ DESIGN WIND SPEED-VYR N.ph--VVIt THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH - ti � G O ENERGY: 2020 FRC DESIGN WIND SPEED -Vasa: 1YJ.9C mph-Vec4 6 - RA 17 -NA NA e - - - 1] - - - - uVELOCRY HURPICANE ZONES (MVH2 - I.E; DACE COUNTY, FL OR BROWARD COUNTY, FL). U7m EDITIONMAXIMUM WIND EXPOSURE CAT.: p 9 - A NA 18 - - NA Np g - - - 18 - • C T MAXIMUM MEAN ROOF HEIGHT: 15 A R TER 11 /w 8 BUILDING (RISK) CATEGORY 0- M: II ANY ATTACHMENT(S)TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY THTSEDETAILSANO PLANSARECO...I AL AND PROPRIETARY MATERIALS. THE CONTENTS OFTHIS DRAWING PACKAGE CONTAIN CONFIDMMALANU/OR PRIVILEGED INFORMATION ANTUNA ORDEDUSE,COPYING,DLSCLOSURE,ORDISTRIBUNONOFTHISPACNAGE,ORANY cc ELECT.: 2017 N.E.C. ASCEEDmON/VERSION: ASCE]-16 SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/ OR INDUCE ANY LOADS OFTHECONTENTSCONTAINWnMEIN,ISSTRICRYPROHIBREDBYJACOBSENHOMESANDMAYBEUNLIWFUL THESE MAMMALS ARE PROVIDED TOME RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED, OR OTHERWISE REPRODUCED ANO/OR THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL 5PECIn TIONS MAXIMUM SIDEWA1. HEIGHT IInches): 108 AND/ OR ANY OTHERFORCES ONTO OR THROUGH THIS BUILDING/STRUCTURE. DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRRTEN AUTHORI2ATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITSCONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODESREFERENCED. -THIS BUILDING IS NOT A HUD BUILDING' „uuc=. MODEM ML• ee. . e..woPJH'6 J =, . J ` MAXIMUM CALCULATED ROOF ANGLE: 200 (IN DECIMAL DEGREES) TYPICAL FOUNDATION VENTILATION SIZED AND LOCATED PER ENGINEERED DESIGN, BY -OTHERS. SEE NOTES FOR MINIMUM REQUENTS. TYPICAL FOUNDATION 36" TYP. 1 FOUNDATION DESIGN /CONSTRUCTION ON -SITE, BY OTHERS TYPICAL FOUNDATION VENTILATION AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). SIZED AND LOCATED PER ENGINEERED DESIGN, TIE -DOWN / ANCHORING DESIGN / CONSTRUCTION ON -SITE, BY OTHERS BY -OTHERS. SEE NOTES FOR MINIMUM REOWENTS. AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). STEM WALL FOUNDATION SHOWN - OTHER FOUNDATION TYPES MAY BE UTILIZED. STAIRS / STEPS, RAILS, ETC., ON -SITE, BY�OTHERS. ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. G •4�aER®N TYPICAL FOUNDATION FOUNDATION DESIGN / CONSTRUCTION ON -SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). TIE -DOWN / ANCHORING DESIGN / CONSTRUCTION ON -SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). STEM WALL FOUNDATION SHOWN - OTHER FOUNDATION TYPES MAY BE UTILIZED. iE RO 'A ®N This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/20/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies STAIRS / STEPS, RAILS, ETC., ON -SITE, BY OTHERS. ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. LOOK]� ^LOOK 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, E E... MAY VARY FROM THESE ELEVATIONS. ❑❑❑❑■❑ JACOBSEN HOMES 600 Packard Court, ��❑ ty ❑ Safe Harbor FL 34696 727-726-1138� THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND IOR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - LF; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/ OR INDUCE ANY LOADS AND OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE ELECTRICAL NOTES: FOUNDATION NOTES (CONT.): F AND/ 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHERPROOF OR S. WHEN THE FOUNDATION PLANS ARE DESIGNED BY OTHERS JACOBSEN HOMES AND ITS THIRD PARTY WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL LISTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS & SYSTEMS RELATING THERETO. FOUNDATION NOTES: ELEVATION NOTES: 1. THE FOUNDATION DESIGN AND CONSTRUCTION ARE BY OTHERS AND ARE SUBJECT TO 1. ALL REQUIRED STEPS, RAILS, RAMPS, ETC. ARE INSTALLED ON -SITE, BY OTHERS. ALL STATE AND/OR LOCAL CODES AND INSPECTIONS. 2. SHOWN ME TYPICAL ONLY. ELEVATIONS WILL VERY DEPENDING ON ANY SPECIFIC ALL ELEVATIONS 2. A MIN.6 MIL POLY VAPOR BARRIER IS RE'D TO COVER THE GROUND BELOW THE ENTIRE Q E OPTIONS AS PURCHASED. BY THE CUSTOMER! RETAILER BUILDING. AMIN. 12. OVERLAP IS REQUIRED AT ALL SEAMS. ALL HOLES/TEARS/VOIDS 3. ANY WORK COMPLETED ON THE HOME, AFTER HOME INSTALLATION, IS SUBJECT TO ALL LOCAL CODES IN BOTH THE POLY VAPOR BARRIER & "BOTTOM BOARD- SHALL BE REPAIRED/SEALED. AND INSPECTIONS. BY OTHERS. 3. ALL COMBINED VENT. OPENINGS SHALL HAVE A NET FREE AREA OF NOT LESS THAN 4. ROOF OVERHANG (EAVE) SIZES WILL VARY. ONE (1) SQUARE -FEET FOR EACH 150 SOFT. OF CRAWL SPACE (AREA BENEATH THE S. ENGINEERING FOR ALL SITE ITEMS ARE BY OTHERS, NOT JACOBSEN HOMES. BUILDING),IMPORTANT- THIS REQUIREMENT EXCEEDS THE MIN. VENTILATION OF FRC. 6. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL DESIGNS AND MAY VARY FROM THE ACTUAL 4. ALTERNATE M EANS OF VENTILATION AS ALLOWED BY THE FBC I FRC MAY BE USED, AS ELEVATION OF THE COMPLETED STRUCTURE.. MANY ITEMS SUCH AS SIDING, ROOFING, SHUTTERS, OR LONG AS, THE MIN. VENTILATION REOT IN NOTE 3 (ABOVE), IS MAINTAINED (BY OTHERS). OTHER DECORATIVE ITEMS MAY VARY. THESEDETAILSANDPLANSARECONFIDENTIALANDPROPMEMMATERIAL$ THECONTENTSOFTHISDRAWINGPACKAGECONTAINCOMMOENITALAND/ORPRIVILEGEDWFORMATION. ANYUN MOR—USE,COPANG,DISCLOSURE,ORDLSTWBUNONOFTHIS PACKAGE, OR ANY OFTHE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BYJACOSSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALSARE PROVIDED TO ME RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED.OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORQATION MOM JACOBSEN HOMESTHIS DRAWING PACKAGE AND ALL R&CONTENTS ARE TIRE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALLRIGHTSRESERVED. COPYRIGHT 2021 AR EA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 71h EDITION DPPROVFn D-20-2021 ' aIV4 _ yKr� THE APPROVAL ..OWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPUANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION CONSTRUCTION TYPE V-B OCCUPANCY S D Singl V TOTAL NUMBER 1 OF STORIES: WIND VELOCITY (mph) Vult (Ultimate) 16 WIND VELOCITY (mph) Vasd (Allowable Stress) 123.94 FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 psf FLOOR LOAD ALLOWABLE 2O Sf ROOF LOAD p SEISMIC LOAD 0%D g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO.: 2540-0754 (MCP-3736) ��❑�00 0 7�m ❑■,❑ V 0 9 LL ❑ ❑, � y JL r N mash �� Q �N n P.,,,,�.%J` jGup��i a 'Cj-'AGENSF:��O•� No 63802 2020IFfLORUMPAA` A` CODE, 7th EDITION N OD OD V) CID 20 z>� _O u) U, ^C13^ i01,1 N Z O U to Cm C0pwa n Y r G IiO L. v W N�ig PLANS COMPLY WITH RULE 61-G20-3 m o FOR PRODUCT APPROVAL AND WITH e g ,4 THE STATE OF FLORIDA STATUTE 553.842 r W m aa� RAISED SEAL, OR DIGITALLY SEALED, co r $ p SET OF BUILDING PLANS ARE ON FILE I� (✓� ¢ c 6 INTHETHIRD PARTY LISTING AGENCY'S M c e OFFICE AS DIRECTED BY FLORIDA DBPR.cc% .2 m S o THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL > E G o 8 BE PERMANENTLY MOUNTED TO OR (D ABOUT THE ELECTRICAL PANEL (COVER). O , W V' L , 2 €s s8 e LL E g' qlt < 3 e W € HWC Engineering, Inc. cm=;aw F<o€ 4 - 1627 South Myrtle Ave. Clearwater, FL 33576 W (727)584-6151 REVISION SCHEDULE: "NOTICE: SECTION 653.80(1)(4), FS, SPECIFICALLY EXEMPTS Q REVISION BY: REVISION DATE: STATE APPROVED MANUFACTURED (MODULAR) Q BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING Q AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL Q REGULATION (DBPR) ATTESTS THAT THESE PUNS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN Q INSPECTED BY A STATE APPROVED Jrd PARTY AGENCY & FOUND COMPLMNF WITH ALL REFERENCED CODES. W STATE STATE OF DRAWN BY: C. YOUNG w DATE; 1/29/2021 Q Florida BUILDING: 2020 FRC SCALE: Not Printed To Scale Y CC V O Q 71h EDITION aMECK: 2020 FRC SHEET- Q Cn N 7a EDITION A3 PLUMB.: 2020 FRC )--, Z Q 7N EDITION W 0 O DESIGN WIND SPEED -VU11: DESIGN WIND SPEED 160mph-VWI 1-94 -treed rU ENERGY: 2O2O FRC ] i MAXIMUM WIND EXPOSURE CAT.: mph D7thEDITIONE i I11 u MAXIMUM MEAN ROOF HEIGHT: 1S K 'a cc ELECT.: 2017 N.E.C. BUILDING (RISK) CATEGORY O-N): ASCEEDmON/VERSION: ASCEl-1& MAXIMUM SIDEWALL HEIGHT (Inches): 10 *THIS BUILDING IS NOT A HUD BUILDING' e 0<.,E,Li, ,.,ewe. ,<,,..,,<„ woPSS x J MAXIMUM CALCULATED ROOF ANGLE: 200 (IN DECIMAL DEGREES) PLAN SPEC'S AND LISTING AGENCY rn ❑❑❑❑ o o J = APPROVAL ❑■,❑ _'2�;'b UJ .01 ❑❑,❑ N 0`n m a 2 N THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED ❑ ❑ ❑ ❑ a a y " BUILDING ACT OF 1979 AND ADHERES i --__-- — TO THE FOLLOWING CRITERIA: 2020 FLORIDARESIDENTIAL CODE, P.E. • 1j, 2..f Ii A EDITION `�,EA`.%J •f PEGTQ CONSTRUCTION TYPE V'B .6ENs� .,1P.i O II •�:*, OCCUPANCY SD -•_a • � No 63802 Single � TOTAL NUMBER • • 5•i. 1I OFSTORIES: 1 • * • 8 � WIND VELOCITY (mph) � 16 • • S Vult (Ultimate) • • • R V IND(mph) 123.94••..0 • 4 R `- - (VELOCITY astl Allowable Stress) FIRE RATING OF EXTERIOR WALLS 0 hr. AL CODE, TYPICAL FOUNDATION ALLOWABLE 7A EDITION 36" TYP. FLOOR LOAD 40 psf FOUNDATION DESIGN /CONSTRUCTION ON -SITE, BY OTHERS Of TYPICAL FOUNDATION VENTILATION AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). ALLOWABLE ROOF LOAD 20 psi m SIZED AND LOCATED PER ENGINEERED DESIGN, TIE -DOWN / ANCHORING DESIGN / CONSTRUCTION ON -SITE, BY OTHERS SEISMIC LOAD 0% g Cl) BY -OTHERS. SEE NOTES FOR MINIMUM REOWENTS. AND IS SUBJECT_ TO LOCAL CODES AND INSPECTIONS (LAHJ). Jacobsen O Z > m STEM WALL FOUNDATION SHOWN -OTHER FOUNDATION TYPES MAY BE UTILIZED. MANUFACTURER Homes m G STAIRS / STEPS, RAILS, ETC., ON -SITE, BY OTHERS. ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. Y a ' HIGH VELOCITY NO r N z� HURRICANE ZONE �OWo� �N PLAN NO.: This item has been digitally signed and sealed by Michael G Tomko, d LL v 2d P.E. On 5/20/2021 Printed copies of this document are not considered signed and 2540-0754 (MCP-3736) sealed and the signature must be verified on any electronic copies„ PLANS COMPLY WITH RULE 61-G20.3 8 MR 3 R FOR PRODUCT APPROVAL AND WITH I THE STATE OF FLORIDA STATUTE 653.842 N m m 3 w RAISED SEAL, OR DIGITALLY SEALED, M E 3 € � ' ❑❑❑❑ SET OF BUILDING PLANS ARE ON FILE INTHE THIRD PARTY LISTING AGENCY'S y G E e ❑®❑❑ �� Li ® ® ®® ®® OFFICE AS DIRECTED BY FLORIDA DBPR. a ° m z ❑❑®❑ ® ® ®® ® THE MANUFACTURER'S DATA SHEET AND THE STATE DBPR) INSIGNIA, SHALL � C(. > BE PERMANENTLY MOUNTED TO OR o"�u ® ® ®® ® ABOUT THE ELECTRICAL PANEL (COVER). O _ D L "€€ LL r• ° W�sI O .r r msm o d s� CF *'1 eu�n x Iln - W LDDR,� ^SDK J HWC Engineering, Inc. ;;gam "6` TYPICAL FOUNDATION �r 1627 South Myrtle Ave. 36° TYP. NOTE: THESE L ELEVATIONS ARE TYPICAARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS Clearwater, FL 33676 FOUNDATION DESIGN / CONSTRUCTION ON -SITE, BY OTHERS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER (727) 564-6151 TYPICAL FOUNDATION VENTILATION AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. REVISION SCHEDULE: SIZED AND LOCATED PER ENGINEERED DESIGN, TIE -DOWN / ANCHORING DESIGN / CONSTRUCTION ON -SITE, BY OTHERS **NOTICE: BY -OTHERS. SEE NOTES FOR MINIMUM REG'MENTS. AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS (LAHJ). STEM WALL FOUNDATION SHOWN -OTHER FOUNDATION TYPES MAY BE UTILIZED. SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS REVISION BY: REVISION DATE: Q STAIRS / STEPS, RAILS, ETC., ON -SITE, BY OTHERS. ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. STATE APPROVED MANUFACTURED (MODULAR) ' BUILDINGS, BEARING THE DBPR INSIGNIA, FROM Q FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA Q y.,{d ® DEPARTMENT B BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANE Q " HAVE BEEN REVIEWED ANDTHE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3Td PARTYAGENCY' A FOUND COMPLU.NT WITH ALL REFERENCED CODES. ❑❑ JACOBSEN HOMES ❑❑I111 600 Packard Court, ❑14I11111 Safe ty Harbor FL 34695 ❑❑❑ 3 727-726-11 8 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. T THIS MANUFACTURED MOD. BUILDING HAS BEEN JACOBSEN HOMES CERTIFIES THAT (MOD.) EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). t. ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/ OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. J ELECTRICAL NOTES: FOUNDATION NOTES CONT.: 1. ALL EXTERIOR DEVICES A L WITH A LISTED WEATHER PROOF AND/OR SHALL BE INSTALLED S DESIGNED BY OTHERS J 5. WHEN THE FOUNDATION PLANS ARE DE N JACOBSEN T HOMES AND ITS THIRD PARTY WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL LISTED FOR SUCH USE AND SHALL BE LABELED "WR• (WEATHER RESISTANT). PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS A SYSTEMS RELATING THERETO. FOUNDATION NOTES: ELEVATION NOTES: 1. THE FOUNDATION DESIGN AND CONSTRUCTION ARE BY OTHERS AND ARE SUBJECT TO 1. ALL REQUIRED STEPS, RAILS, RAMPS, ETC. ARE INSTALLED ON -SITE, BY OTHERS. ALL STATE AND/OR LOCAL CODES AND INSPECTIONS. 2. ALL ELEVATIONS SHOWN ARE TYPICAL ONLY. ELEVATIONS WILL VERY DEPENDING ON ANY SPECIFIC 2. A MIN.6 MIL POLY VAPOR BARRIER IS REO'D TO COVER THE GROUND BELOW THE ENTIRE OPTIONS AS PURCHASED BY THE CUSTOMER RETAILER. BUILDING. A MIN. 12" OVERLAP IS REQUIRED AT ALL SEAMS. ALL HOLES/TEARS/VOIDS 3. ANY WORK COMPLETED ON THE HOME, AFTER HOME INSTALLATION, IS SUBJECT To ALL LOCAL CODES IN BOTH THE POLY VAPOR BARRIER & "BOTTOM BOARD" SHALL BE REPAIRED / SEALED. AND INSPECTIONS. BY OTHERS. 3. ALL COMBINED VENT. OPENINGS SHALL HAVE A NET FREE AREA OF NOT LESS THAN 4. ROOF OVERHANG (EAVE) SUES WILL VARY. ONE (1) SQUARE -FEET FOR EACH 150 SO.FT. OF CRAWL SPACE (AREA BENEATH THE 5. ENGINEERING FOR ALL SITE ITEMS ARE BY OTHERS, NOT JACOBSEN HOMES. BUILDING). IMPORTANT -THIS REQUIREMENT EXCEEDS THE MIN. VENTILATION OF FRC. 6. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL DESIGNS AND MAY VARY FROM THE ACTUAL 4. ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/ FRC MAY BE USED, AS ELEVATION OF ME COMPLETED STRUCTURE MANY ITEMS SUCH AS SIDING, ROOFING, SHUTTERS, OR LONG AS, THE MIN. VENTILATION REO'D IN NOTE 3 (ABOVE), IS MAINTAINED (BY OTHERS). OTHER DECORATIVE ITEMS MAY VARY. THESE DETAILS AND PLANS ARE CONFIDENTIAL AND PROPRIETANY MATERIALS THE CONrENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AMOR PRIVILEGED BJFORMATION. ANY UNAUIKDRRED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE, OR ANY OF THE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHISMO BYJACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCE. AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORDATION FROM JACOBSEN HOMES.THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSENHOMES. ALLRIGHTSFIMERVEO. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION.. OPRO V� —20-202 -' N THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF ME PLANS AN. ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. LLI STATE STATE OF Florida s 2020 FRC 7dl EDITION UBUILDING: Q JQ O• C G W MEcx.: 2020 FRC a = TB, EDITION N PLUMB,: 2020 FRC 71h EDITION H W Q F ENERGY: 2020 FRC C_'^ V to (!/ 7.1 EDITION g W ELECT.: 2017 N.E.C. *THIS BUILDING IS NOT A HUD BUILDING* DRAWN BY: C . YOUNG DATE: 1/29/2021 SCALE: Not Printed To Scale SHEET: A4.1 DESIGN WIND SPEED-V.1t: DESIGN WIND SPEED - Vesd: 160 mph -Vult 123AJ mph- Vesd MAXIMUM WIND EXPOSURE CAT.: D E MAXIMUM MEAN ROOF HEIGHT: 15 BUILDING (RISK) CATEGORY 6-IV): II W ASCEEDmON/VERSION: ASCE7-16 MAXIMUM SIDEWALL HEIGHT finches): 100 MODEL• MCPJ736 ' P.E. On 5/20/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies GENERAL ELECTRICAL NOTES: 9 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED IN THE STATE OF FLORIDA - DBPR) 24. LIGHTING OUTLETS REQ'D: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET ` SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 25. LUMINARIES (FIXTURES) IN CLOTHES CLOSETS: N • 2. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN A. LUMINARY (FIXTURE) TYPES PERMITTED: i. ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINARY (FIXTURE) WITH N CODE (NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION A COMPLETELY ENCLOSED LAMP. • OF THE BUILDING / STRUCTURE. (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINARY (FIXTURE). 1 3, WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY B. LUMINARY (FIXTURE) TYPES NOT PERMITTED: �1 ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. (1) INCANDESCENT LUMINARIES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED W THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO LAMPS AND PENDANT LUMINARIES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BE PERMITTED. BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING C. LOCATION: LUMINARIES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED INSTALLED AS FOLLOWS: AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED (1) SURFACE -MOUNTED INCANDESCENT LUMINARIES (FIXTURES) INSTALLED ON THE A ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM I HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING /STRUCTURE. CLEARANCE OF 12 INCHES BETWEEN THE LUMINARY (FIXTURE) AND THE NEARESTW 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE POINT OF A STORAGE SPACE. EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION (2) SURFACE -MOUNTED FLUORESCENT LUMINARIES (FIXTURES) INSTALLED ON THE THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM v p CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE CLEARANCE OF 61NCHES BETWEEN THE LUMINARY (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, (3) RECESSED INCANDESCENT LUMINARIES (FIXTURES) WITH A COMPLETELY ENCLOSED BY OTHERS. LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED S. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL LOAD CALCULATIONS THERE IS A MINIMUM CLEARANCE OF 61NCHES BETWEEN THE LUMINARY (FIXTURE) AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). AND THE NEAREST POINT OF A STORAGE SPACE. 6. ALL ELECTRICAL COMPONENTS SHALL BE UL-LISTED AND SHALL BE INSTALLED IN (4) RECESSED FLUORESCENT LUMINARIES (FIXTURES) THAT ARE INSTALLED ON THE WALL V ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE ACCORDANCE WITH THAT LISTING. OF 6 INCHES BETWEEN THE LUMINARY (FIXTURE) AND THE NEAREST POINT OF A 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. STORAGE SPACE. 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE 26. BATHTUB AND SHOWER AREAS: NO PART OF A CORD -CONNECTED LUMINARIES (FIXTURES), CHAIN-, v WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING- J S. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED FEET HORIZONTALLY THE ELECTRICAL SERVICE PANEL & FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, AND 8-FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER 10. AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE STALL. LUMINARIES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP v MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECTTO SHOWER SPRAY. 110-9 OF THE NATIONAL ELECTRICAL CODE (NEC), BY A CERTIFIED ELECTRICAL CONTRACTOR 27- FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 28. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAUGROUND ♦ A (ON -SITE, BY OTHERS). (4-WIRE SYSTEM) FROM THE FACTORY. IT IS THE SOLE RESPONSIBILITY OF THE LICENSED {,/♦ 11. 120-V, SINGLE PHASE, 16-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS, LIVING ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE � ROOMS, DENS, FAMILY, CLOSETS, HALLS, DINING, KITCHEN, LAUNDRY & SIMILAR SHALL BE PROTECTED GROUND IF REQUIRED. n, ( BY ARC -FAULT CIR. INTERRUPTER, COMB. TYPE INSTALLED FOR PROTECTION OF THE BRANCH CIRCUIT. 29. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS ALARM INSTALLED WITHIN 10-FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE 30. PER THE REFERENCED FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 90 AND/ OR INTERRUPTION- ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED LAMPS OR A MINIMUM OF 90% OF PERMANENTLY INSTALLED LIGHTING FIXTURES FLOOR LEVEL WILL BE 80-INCHES MINIMUM. SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. Z 14. SWITCHES, RECEPTACLES, AND OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL +••• IMPORTANT: READ AND UNDERSTAND ALL NOTES IN THIS APPROVED DRAWING PACKAGE. COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC). 1 ELECTRIC SERVICE PANEL 15. TAMPER -RESISTANT RECEPTACLES. ALL 15- AND 20-AMPERE,125- AND 250-VOLT NONLOCKING- THE SERVICE PANEL MAIN BREAKER SIZE MAY Q TYPE SHALL BE LISTED TAMPER-RESITSANT RECEPTACLES. SEE 2017-NEC-406.12. BE INCREASED FROM THAT SHOWN HERE. IF 16. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 20-AMPERE (12-2) CIRCUIT. 200 - Ampere THE BREAKER SIZE IS INCREASED, ALL WIRE 17. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX-FOOT OF SINK OR BASIN SHALL BE EQUIPPED W/ MAIN PANEL SIZES (GROUNDING & ENTRANCE WIRES) SHALL GFCI PROTECTION FOR PERSONNEL. RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED 1201240 VOLT BE INCREASED TO THE CORRECT SIZE BASED ON THE ADOPTED VER OF THE NATIONAL ELECTRIC O IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. SINGLE PHASE CODE (NFPA). THIS IS ON -SITE, BY OTHERS AND 18. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED - 60 HERTZ IS SUBJECT TO INSPECTION AND APPROVAL BY WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED THE LOCAL AUTHORITY HAVING JURISDICTION. WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. OPTIONAL: p6 (AWG) COPPER 19. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 1 OR 2 ADDITIONAL GROUND (MINIMUM) INSTALLED 20. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE V' CONDUITDROPS PER NATIONAL ELECTRICAL CODE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN MAY BE ORDERED GROUND WIRE IS ON -SITE, BY OTHERS. 61/2-FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. AND INSTALLED FOR FUTURE USE. v � 21. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS &INCH DIAMETER LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, 200 - Ampere RIGID METAL OR RIGID AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN NON-METALLIC CONDUIT 61/2-FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. ELECTRICAL RISER DIAGRAM 2JO(AWG)- COPPER -PER NEC 310.15(BH6) i 22. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE CL RECEPTACLE. THE HVAC SYSTEM IS SIZED & INSTALLED ON -SITE, BY A QUALIFIED/CERTIFIED, E 23. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS HVAC CONTRACTOR & CONNECTED BY LOCH SERVICE IT AN ELECTRICAL CONTRACTOR. Q PERMITTED AND INSPECTED BY LOCAL AUTHORITY HAVING JURISDICTION (LAHJ). W WITHIN 364NCHES (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 MINIMUM SERVICE PANEL MAIN BREAKER CAPACITY: 145 Ampere. CD O BASIN COUNTERTOP. SERVICE PANEL, MAIN BREAKER SITE: 200 AmpN ere. W O0■❑ JACOBSEN HOMES Court,600 Packard Safety Harbor, FL 34695 727-726-1138 RECEPTACLES �j�1 TYPICAL THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, `D' 120 VOLT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - LEL; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. ELECTRICAL SYMBOLS LEGEND EXH. FANS EXTERIOR INCANDESCENT LIGHTS TYPICAL W�LIR TYPICAL MH W/ LIGHT 2062 NO LIGHT (WEATHER RESISTANT- REQUIRED) 0 240 VOLT 0 120 VOLT 67 2 SWITCHES 1 SWITCH BUILDING SUE: 124E Sq. Ft. ELECTRICAL LOAD CALCULATIONS 1. Minimum Number of General Ughting / General Use Circuits Required: 3 Minimum (Sq.FL x 3VA / 120 Vohs/ 16 Amps= Minimum Number of General Use Circuits Req'd) 2. General Lighting end Ganeml Use Reeeptacles of 3 Volt.Ampmas par Building Square Foot: Genaml UghUng/Genoml Use=1248Sq.FL x 3VA = 3744 Volt -Amperes General Ughting/General Use 3744 Vall-Ampere 3. Laundry and Small Appliance Load at 1.600 Volt -Amperes per 20-Ampere Clydult: Small Appliance Circuits= 3 x 1,500 VA = 4500 Volt -Amperes LAUNDRY Circuits= 1 x 1,500 VA = 1500 Vall-Amperes Total Laundry and Small Appliance Load(Volt-Amperes)= 6000 Volt -Amperes 4. Nameplato Rating of All Fixed Appliances (Volt -Amperes): Clothes Oryer= 000 Volt -Amperes Cooldng Range = 9600 Volt-Ampores Cook -top= 0 Volt-Amp,ms Wall Oven = O Volt -Amperes Microwave Oven = 2400 Vol: -Amperes ' Dishwasher= 1380 Voll-Amperes Garbage Disposal = 1080 Volt -Amperes Water Heater = 4750 Volt -Amperes Optional V/H 02== 0 Vell-Amperes Optional Freezer O Volt -Amperes Flrepiace(Blower Motor)== 0 Volt -Amperes 40-Ampere Junetlon Box== 0 Voll0 Arnpe Total Fixed Appll-ce Load (Volt -Amperes)= 25010 Volt -Amperes S. Nameplate Rating of Motor and Low -Power -Factor Loads pn Amperes): Range Hood(.)= 1 x 1.1 - 1.1 Amperes - Exhaust Fan(s)= 2 x 0.7 = 1.4 Amperes Coiling Fan(s)= 5 x 1 = 5 Amperes Furnace Blawer(Ga./DID = 0 x a = 0 Amperes Total Amperes= 7.5 Amperes Multiply By-x 120.00 Volle Total Motor and Low -Power -Factor Loads (Volo-Ampares) = 900 volt -Ampere, 6. Total Hearing and Air-ConGiDoning Load: a. I0Dpercent or the nameplate rating(.) of LARGEST the "r-condmonlng and cooling load(s) oh -Am re.: 1 x 144M x 100% 144W Voll-Am ere, b. 100-peat nt of the nameplate mtlng(s) of the Mating 1-ti Shen a had pump le used without any,,ppl,-n.1 eI.ctrt. Mating oft -Am res : 1 x 12000 x 100% = 12000 VoH-Am erect e. 100-percent of the nameplate rating(a) of electrical thermal storage and other hearing system(.) where the .-I load Is aspadatl to M continuous"lne fun memo- plate value. Systems qualifying antler ads section shall not M esh ul.r. under any other secrion in 220.82 I. I ftli-arnpares).0 x 0 x 100% Volt -Amperes d. 1.B.Pose nt of the nameplate rating(.) of O,e heal pump compressor AND SS-perw,t of supplemental electric heating systems. HEAT PUMP Load: Hthehast pump -.P. ,IS Prevented 0 x 0 x 100% = 0Volt-Amperes from operating at Ore same time act the SUPPLEMENTAL Electric Hearing System Load: ¢upplemenlary heal, It does NOT need to be 0 x 0 x 65% = 0 V"I-Amperes aaaedtoe Sapple 1,y MAttoriMtotal tha.a cenbat a heating lead.(VOlt-Amperes: TOTAL Load-6 d : 0 Voll-Ampenes e. 65-pereant of the nameplate rating(s) of electric space heating If lose than four a.,.I wntroiled aura Olt -Am red: 0 x 0 x 65% = 0 Voll-Am sres f. 4OVmcem 0} the nameplate mting(s) of eleoMc space hasIf four or main sepmatelyconrallod-Ra(Volt-Amperesf: O x 0 x 40% = 0 VOlt-Amperes (Use the LARGESTatme Following Six Selections -(a) through If) -In Volt -Amperes): 14400 Volt -Amperes 7. Total Calculated Load (Combined Loads as Calculated In (2) through (5): General Lighting /Ganeml Use (2) 37" Volt -Amperes Total Laundry and Small Appllanes Load (Volt -Amperes) (3) = 6000 Volt -Amperes Tot" Fixed Appliance Load (Volt -Amperes) (4) = 25010 Voll-Ampere. Total ..or and LpvrPower-Factor Loads (Volt -Ampere.) (5) = ge.'. I -Ampere , Total Voh-Ampmes- Combined Totals from(2) through(5)= 35654 Volt -Amperes 8. Total Combined Load (from 7 Above): Total Volt -Amperes - Combined Total .12,)throu9h (5)= 11614 Voll-Amperes SUBTRACT-Flrot iOKVA a1100-par<.rdt 10000 Volt -Amperes Total from (7) minus 1OKVA= 266M Wit-Amperas 9. Allo vod Load R ducllon: RrsI10KVAat1OPpercent= 10000 Volt -Amperes Tot"hom B Above = Volt Amperes -REMAINDER at 40-percento 10261.6 Volt -Amperes SUBTOTAL of BOTH Load Combinations = 20261.6 Volt -Amperes 10. Minimum Calculated SeMee Panel Load: Total Combined Load horn 9 Above= 20261.E Voll-Amperes Total Hearing and AC Loads -LARGEST of (a)1Mough (0= 14400 Voll-Ampere. SUBTOTAL at Loetl= 34661.E Volt -Amperes SUBTOTAL divided by 240- aR,=1 Z... Volts MINIMUM Calculated Amperes Required= 144.43 Amperes CALCULATIONS PER NATIONAL ELECTRICAL CODE 220.82 1 ELECTRIC SERVICE PANEL OPTIONAL CALCULATION -DWELLING UNIT SWITCHES Will SMOKE ALARM(S) WATER TYPICAL TYPICAL COMBIN. (aCEIL S TYPICAL $ HEATER WALL MINT. MNT. SMOKE f C EITHER SYMBOL MAY BE USED JUNCTION BOXES CEILING FAN (OPTIONAL) INTERIOR INCANDESCENT LIGHTS ATEDGE UNDER I A OF FLOOR �W FLOOR FAN PREP (WET LOC. o. ELECTRICAL PANEL THERMOSTAT T.V. / PHONE PREP. (OPTIONAL) (M TYPICAL I ❑T TYPICAL '* T.V./PHONE STANDARD POSITIONED RECESSED GASKET WALL MOUNTED THESE DETAILS AND PLANS ARE CONFIDENTIAL -AND PROPRIETARY MATENAM TNECONIERTS OFTHIS GRAWDIG PACKAGE CONTAIN CONFlDENiIALAND/OR PRIVILEGED INFORMATION ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION DFTHIS PACKAGE, OR ANY OFTHE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBRW BYJACOBSEN HOME. AND MAY BE UNUVRVL THESE MATERIALS ARE PROWDEDTO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE VATHOUT EXPRESS WRITTEN AUTNORMATION FROM JACOBSEN HOMO.THIS DRAWING PACKAGE AND ALL ITS CONTENTS ME THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL mG RESERVED. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 71h EDITION A p P -20-202 N W Q/ 'HITTER I THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, WIT EDITION CONSTRUCTION TYPE V-B OCCUPANCY SDI Single�Sti TOTAL NUMBER OF STORIES: WIND VELOCITY (mph) Vult (Ultimate) 6 WIND VELOCITY (mph) Vasd (Allowable Stress) 123.94 FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 psf FLOOR LOAD ALLOWABLE 20 ROOF LOAD psf SEISMIC LOAD 0% g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO.: 2540-0754 (MCP-3736) PLANS COMPLY WITH RULE 61-G203 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, SET OF BUILDING PLANS ARE ON FILE INTHETHIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). 27a HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727) 584.8151 **NOTICE: SECTION 550.80(1)(d), FS, SPECIFICALLY EKEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DSPRINSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED ant PARTY AGENCY & FOUND COMPLIANT WITH ALL REFERENCED CODES. ❑❑❑❑ 0LU ❑■,❑ LU 9 0 m D.2n 4011111111111, H .....G-.T0 �4, I v�G E N 3F..a¢0 sNo 63802 ii 1 tie: �� O R... N ,NA`�j0 AnamnAL CODE, 7th EDITION CM O W W O Z °' i to N L tin0 10 cc 5 60',T N Z O �0Uj U cc a a-F-aL� O a L W gi<g (A 05as D F M eo C? yZy EEE ca g l '0.. U oa"as .i` O co to p€w r- J e LL O (c .3gg LO i N 0 �50€ WfiM.S Sim$ lnsw REVISION SCHEDULE: Q# REVISION BY: I REVISION DATE: U.1 aFlorida STATE: STATE OF DRAWN BY: - C. YOUNG DATE: 1/29/2021 Y rJ Q IL n' Q = st O € p w BUILDING: 2020 FRC 7thEDmON SCALE: Not Printed To Scale MECM.: 2020 FRC 7th EDITIONE SHEET: 1 PLUMB.: 2020 FRC ]th EDITION 1- W Ill 0 0 O I^ V UJ y„ a u 9 vd r DESIGN WIND SPEW -Vulb 160mph-Vint DESIGN WIND SPEED-Vastl: /23,94 mph -Veld MAXIMUM WIND EXPOSURE CAT.: D MAXIMUM MEAN ROOF HEIGHT: 15 BUILDING (PISK)CATEGORY g-R'J: It ASCEEDRION/VERSION: ASCE7.16 MAXIMUM SIDEWA .L HEIGHT (Incites): 10. e,DauEu ,ua=". ... a,.,..,u� P1131 ENERGY: 2020 FRC ITIO 7thEDN ELECT.: 2017 N.E.C. `THIS BUILDING IS NOT A HUD BUILDING* ELECTRICAL NOTES: ELECTRICAL CIRCUIT SHEDULE PLAN SPEC'S AND 1. TAMPER -RESISTANT RECEPTACLES. ALL IS- AND 20-AMPERE,I2S AND 250-VOLT NONLOCKING- N In❑❑❑❑ TYPE SHALL BE LISTED TAMPER-RESITSANT RECEPTACLES. SEE 2017-NEC�06.12. BREAKER WIRE BREAKER WIRE BREAKER WIRE W m 'y 2. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 20-AMPERE (12-2) CIRCUIT. # DESCRIPTION NOMENCLATURE SIZE SIZE # DESCRIPTION/NOMENCLATURE SIZE SIZE # DESCRIPTION I NOMENCLATURE SIZE SIZE LISTING AGENCY ;M (AMPERES) (CU.) (AMPERES) (CU.) (AMPERES) (CU.) ❑ ■, ❑ Z O J ❑ ❑ ■ ❑ 3. ALL RECEPTACLE OUTLETS LOCATED RWITHINECEPTACLE ACLE OU L SINK R BASIN SHALL BE EQUIPPED W/ Z GFCI PROTECTION FOR PERSONNEL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED 1 SMALL APPLIANCE -ARC FAULTlGFCI AFlGFCI-20 12.2 11 RESERVED -CIRCUIT NOT USED NA NA 21 RESERVED - CIRCUIT NOT USED NA NA APPROVAL ❑„❑ IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 2 SMALL APPLIANCE- ARC FAULT/GFCI AF/GFCI.20 12.2 12 RESERVED- CIRCUIT NOT USED NA NA 22 RESERVED - CIRCUIT NOT USED NA NA ❑ ❑, ❑ W 4. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED N O WITHA WEATHEfl PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED 3 OPT. MICROWAVE -ARC FAULT AF-20 12.2 13 EXT. RECEPTS (GFCI) GFCI-20 12-2 23 HVAC(HEATINGIAC)- BY OTHERS 75 3-3 THIS DRAWING PACKAGE COMPLIES m 12iV ❑ ❑ ❑ ❑ WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 4 SMALL APPLIANCE- ARC FAULT/GFCI AF/GFCI.20 12.2 14 BATH RECEPTS (GFCO GFCI-20 12-2 24 SMOKE ALARMS (INTERCONNECTED/AF) AF -15 14-3 WITH THE FLORIDA MANUFACTURED ❑ ❑ ❑ ❑ V m 5. DEVICES (LIGHTS, FANS, ETC.) INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE LISTED BUILDING ACT OF 1979 AND ADHERES FOR USE IN A WET LOCATIONS AND SHALL BE MADE `WEATHER PROOF" IN ACCORDANCE WITH S GENERAL PURPOSE- ARC FAULT AF-15 14.2 15 OPT. TANKLESS WH - BY OTHERS (2) 40 (2) 8-3 25 FREEZER - ARC FAULT AF - 20 12-2 f/%J THE DEVICES LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ITEMS ARE 6 GENERAL PURPOSE- ARC FAULT AF -15 14.2 16 ELECTRIC RANGE 40 8-3 26 RESERVED- CIRCUIT NOT USED NA NA TO THE FOLLOWING CRITERIA: JACOBSEN HOMES "WP" AND ARE NOT REQUIRED TO BE LABELED AS SUCH IN THE DRAWING BELOW. I 600 Packard Court, 6. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 7 GENERAL PURPOSE - ARC FAULT AF-15 14-2 17 OPT. DISHWASHER -ARC FAULT/GFCI AFIGFCI.15 14-2 27 RESERVED- CIRCUIT NOT USED NA NA Safety 8 GENERAL PURPOSE -ARC FAULT AF-16 14-2 18 OPT. GARBAGE DISPOSAL - ARC FAULT AF-15 14.2 28 RESERVED -CIRCUIT NOT USED NA NA 2020 FLORIDA RESIDENTIAL CODE, P.E.SEA- Safe Harbor, FL 34695 7. IN UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS &%1 % 727-726-1138 WITHIN 36-INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET 7th EDITION '�� G �, a SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE 9 GENERAL PURPOSE -ARC FAULT AF-15 14.2 19 LAUNDRY (WASHER) -ARC FAULT AF-20 12-2 29 RESERVED -CIRCUIT NOT USED NA NA `�/�•�P` ••••T�j�I�� BASIN COUNTERTOP. 10 GENERAL PURPOSE -ARC FAULT AF-15 14.2 20 LAUNDRY (CLOTHES DRYER) 30 In -1 30 RESERVED •CIRCUIT NOT USED NA NA G • • ....... E (N S+ • �. �� I TOTAL NUMBER OF BREAKER SLOTS USED = 25 CONSTRUCTION TYPE V-B �• • �� • •O i TOTAL NUMBER OF CIRCUITS USED = 21 • �r WP WP GFI OCCUPANCY SFD NO 63802 WP COLD WP WPGFI 13 WP GFI 7 �g 1S DROP GFI 13 TOTAL NUMBER Single Se�t�r _ OF STORIES: 1 • '� • 8 qp WIND VELOCITY (mph) • BEDROOM # 2 6 6 7 I 7 6 6 D I Vult (Ultimate) 16 Sfi WIND VELOCITY (mph) O1 , a �� 6 BEDROOM #1 Vasd (Allowable Stress) 123.94 �•••••••••`�� Im \\\�� TING OF / a \\ MH 67 FIRE EXTERAORWALLS 0 hr. �I� �`N`....AL```4``�� / 2020 FLO��S#ESINTIAL CODE, I 84° 5 1 I' 6 _ �� I S ALLOWABLE 40 psf 71h EDITION I ��' �� 2 /��/ n 1 FLOOR LOAD 17'-6" . / / \ 24 / \ FAN PREP. _ i\/ I ALLOWABLE p / I / 8 / 8 l ROOF LOAD 20 psf GO / I 86" 7 / 7 82" # 2 0 Cl) 36'-6" I \ / SEISMIC LOAD 0%g I 122'-1' FAN PREP. 1 7 1\ FAN PREP. I \--_--_-_-_- I Jacobsen O Z > to 8 / EI MANUFACTURER Homes " d p 24 = A 6 —/ = GFI I HIGH VELOCITY N D N W Z n COLD 24 \ �i 14 I I HURRICANE ZONE U N DROP r. J L 1CC lgqpq COLDR <i N 13 12 CU o LIVING RM. 88 W/H PREP TANKLES5 92 GFI STACK DR oP U O ^W O n Y N 3GFI PLAN NO.: Y. LL v W GFI------------------------------- 12 0 8 - 8 22 _y 13 7 I X 1/z W I 2540-0754 (MCP-3736) X 31" ___ -__ _ - — - ACCESS 5 HIN 4NP6 r N6Dw. � ��8-RM PLANS COMPLY WITH RULE 61-G20-3 T.VJPH. 6 24 6 ° FOR PRODUCT APPROVAL AND WITH oSS 6 L_ __ J � THE STATE OF FLORIDA STATUTE 553.842 6200 AMP / to 5TUDY \ 4 EL PAN RAISED SEAL, OR DIGITALLY SEALED, ai 3 u � P SET OF BUILDING PLANS ARE ON FILE r_ INTHETHIRD PARTY LISTING AGENCY'S M C zg< - / GF 2 II 6 j��3 a 24 GFI 9 4 4 OFFICE AS DIRECTED BY FLORIDA DBPfl. 14 ��`\�� m II _--ss_-- THE MANUFACTURER'S DATA SHEET cc Y• Egg; / ' \ PANTRY -_ -_ _ O O _ _ _� AND THE STATE (DBPR) INSIGNIA, SHALL E / \ \ / FAN PREP. \ -- - BE PERMANENTLY MOUNTED TO OR L / FAN PREP \ / ( ABOUT THE ELECTRICAL PANEL(COVER). O a, •L s �. 1 62" 24 #1 it 73" i <� 1\ 6'•8" 6 �_ _ _ _ 1231-1 tD 6 O--� — 5- B 4 - \\ KITCHEN 5 LO m MORNING RM HWC Engineering, Inc. s ` DINING III( rP======-=='===�--------- ---- -===�� 4 ¢9 6 l� 1 I al al I .II 16le South Myrtle a'a II I I I �- 5 II Clearwater, FL 33576 Ibeve,— n o�em_�a ._4 O � — 25 Q11 4 (727)584-8151 II fIGFI 1IGF II I .-V.P I 6 4 11 GFI j I 1 1 17 1 O O 1 GF REVISION SCHEDULE: G j "NOTICE: WP GFI 13 GFI GFI SECTION 553.80pKln. FS, SPECIRCALLY EXEMPTS REVISION BY: REVISION DATE: COLD STATE APPROVED MANUFACTURED (MODULAR) Q 5 DROP WP BUILDINGS, BEARING THE DBPR INSIGNIA, FROM 1 FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING Q This item has been digitally signed and sealed by Michael G Tomko, AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA P.E. On 5/20/2021 DEPARTMENT OF BUSINESS AND PROFESSIONAL Q REGULATION (DBPR) ATTESTS THAT THESE PLANS Printed copies of this document are not considered signed and HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN Q ENCY sealed and the signature must be verified on any electronic copies INSPECDCOMP IANTIN"ALVED3r4 ENCED ODES. B FOUND COMPUAM WITH ALL gEFERENCED CODES. JACOBSEN HOMES AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: W STATE: STATE OF DRAWN BY: C. YOUNG FIHM 1 600PackardCourt, ELECTRICAL SYMBOLS LEGEND 2020 FLORIDA (5 Florida ❑„❑ 7th EDITION P P F2OVF Q DATE: 1/29/2021 Safety Harbor, FL 34695 - P �- ❑EJEJ0 727-726-1138 RECEPTACLES EXH. FANS EXTERIOR INCANDESCENT LIGHTS • • Y BUILDING: 2020 FRC ° ,H TYPICAL ,JHH1,, TYPICAL WP TYPICAL MH W/ LIGHT O NO LIGHT (WEATHER RESISTANT- REQUIRED) �`r :.i € SCALE: Not Printed To Scale THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, UV 120 VOLT (0 240 VOLT VIJ 120 VOLT 67 2SWITCHES 2U62 1 SWITCH ^ 11y Q TUI EDITION PERMANENT FOUNDATION AND IS NOT DESIGNEDT09E MOPED ONCE SO ERECTED OR INSTALLED, SWITCHES SMOKE ALARMS) C MECH.: 2020 FRC Q �� E {�. ��jjj••• SHEET: WH WATER TYPICAL TYPICAL A COMRIN. `�' O 5-20-202 ' J 7M EDITION g 11 TYPICAL S HEATER WALL MNT. CELL MNT. �y SMOKE / C EITHER SYMBOL MAY BE USED A N R JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN Z III Q EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING JUNCTION BOXES CEILING FAN (OPTIONAL) INTERIOR INCANDESCENT LIGHTS I- I'•' N PLUMB.: 2020 FRC € AND URBAN DEVELOPMENT (HUD). ATEDGE It, UNDER Q Z W 7NEDmON I �OF FLOOR (U, FLOOR FAN PREP (WET LOC. F� U W I DESIGN WINDSPEED-Vint 160 mph - Vint - THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH ELECTRICAL PANEL THERMOSTAT T.V. / PHONE PREP. (OPTIONAL) .(.J.} /:l y� �O 0_ O ENERGY: 2020 FRC 6 DESIGN WIND SPEED- Vwd: 121%.Ph-V— 5 VELOCITY HURRICANE ZONES (HVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). 0 'W 'P 5 V 7N EDITION MAXIMUM WIND EXPOSURE CAT.: D ® TYPICAL ❑T TYPICAL �' T.V. /PHONE STANDARD POSITIONED RECESSED GASKET WALL MOUNTED • �+ P (%% G MAXIMUM MEAN ROOF HEIGHT: 15 BIN A o ANY ATTACHMENT(S)TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY THESE DETAILS AND PLANS ARE CONFlOENMLANDPROPRIETARY MATERIALS. THE CONTENTS OFTMI$DRAWMG PACKAGE CONTAIN CONFlOENMLANDIOq PgIWLEGEO MFORMATON. ANY UNAUR T E R W UILDG (RISK) CATEGORY 6 -R7: TNORDFD USE, OR DISTRIBUTION OF PACIWGE, °q ANY M ASCE EDITION/VERSION: ASCE7-16 6♦V ELECT_ 2D77 N.E.C. M SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCE ANY LOADS OFTHECDNTENT$CONTAINED THEREIN, IS STRICTLY PRONIBTIEO BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SNAIL NOT BESCANNEO,COPIED, OR OTHERWISE REPRODUCED ANp/OR THEAPPROVALSMOWNABOVE,INDICATESTNAT REVIEW OFTHEPLANS AND .-SPECIFICATIONS MAXIMUSIDEWALL HEIGHT(Inches): 108 AND/ OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING/STRUCTURE. DISTRIBUTED TO OTHERS FOR ANY PURPOSE VARIOUT EXPRESS WRITTEN AUTHORDATION FROM JACOBSEN HOMES"IS ORAVYING PACKAGEAND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY' OF JACOBSEN HOMES. ALL (LIGHTS RESERVED. COPYRIGHT 2021 CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. `THIS BUILDING IS NOT A HUD BUILDING• MODEL: a•u..v,•. MPJM >< N ELECTRICAL NOTES: ❑ ❑ ❑ ❑ 1. TAMPS ALLRESISTANTELISRECEPTACLES. ALL 15• AND PTACL 20- AND 250-VOLT NONLOCKING- TYPE SHALL BE LISTED TAMPER-RESRSANT RECEPTACLES. SEE 2017-NECd06.12. 2. DISHWASHER AND GARBAGE DISPOSAL MAYBE INSTALLED ON ONE 20-AMPERE (12.2) CIRCUIT. 3. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX•FOOT OF SINK OR BASIN SHALL BE EQUIPPED W/ ❑ ❑ ■ GFCI PROTECTION FOR PERSONNEL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED 4. IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL pECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED ❑„� WITH A WEATHER PROOF (W P) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED ❑ ❑ ❑ 5. WHEN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. DEVICES ( (LIGHTS, FANS, ETC.) INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE LISTED FOR USE IN A WET LOCATIONS AND SHALL BE MADE 'WEATHER PROOF' IN ACCORDANCE WITH JACOBSEN HOMES THE DEVICES LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ITEMS ARE 'WP' AND ARE NOT REQUIRED TO BE LABELED AS SUCH IN THE DRAWING BELOW. 600 Packard Court, 6. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. Safety Harbor, FL 34695 727-726-1138 7. 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. ELECTRICAL CIRCUIT SHEDULE I II I DESCRIPTION/NOMENCLATURE I SIZE I SIZE I 1I I DESCRIPTION/NOMENCLATURE I SIZE I SIZE 1 0 1 DESCRIPTION/NOMENCLATURE I SIZE I SIZE I SMALL APPLIANCE -ARC FAULT/GFCI AF/GFCI-20 12-2 1 11 RESERVED -CIRCUIT NOT USED NA NA SMALL APPLIANCE -ARC FAULT/GFCI AF/GFCI-20 12-2 12 RESERVED -CIRCUIT NOT USED NA NA OPT. MICROWAVE- ARC FAULT AF-20 12-2 13 EXT. RECEPTS(GFCI) GFCI-20 12-2 SMALL APPLIANCE -ARC FAULT/GFCI AF/GFCI-20 12.2 14 BATH RECEPTS(GFCI) GFCI-20 12-2 GENERAL PURPOSE -ARC FAULT AF-15 14-2 15 OPT. TANKLESS WH-BY OTHERS (2)40 (2)8.3 GENERAL PURPOSE -ARC FAULT AF-15 14.2 16 ELECTRIC RANGE 40 8-3 GENERAL PURPOSE -ARC FAULT AF-15 14-2 17 OPT. DISHWASHER -ARC FAULT/GFCI AF/GFCI-/5 14-2 GENERAL PURPOSE -ARC FAULT AF-15 14.2 18 OPT. GARBAGE DISPOSAL -ARC FAULT AF-15 14.2 GENERAL PURPOSE -ARC FAULT AF-15 14-2 19 LAUNDRY(WASHER)- ARC FAULT AF-20 12-2 GENERAL PURPOSE -ARC FAULT AF-15 14.2 20 LAUNDRY (CLOTHES DRYER) 30 103 ❑❑❑❑ JACOBSEN HOMES °❑ii❑❑ ELECTRICAL SYMBOLS LEGEND . 600PackardCourt, ❑❑�❑ Safety Harbor, FL 34695 RECEPTACL,,HHE,,S TYPICAL TYPICAL WP TYPICAL V4 120 VOLT 0 240 VOLT It 120 VOLT EXH. FANS MH W/LIGHT VNT NO LIGHT 67 2 SWITCHES 2062 1 SWITCH LIGHTS (WEATHEREXTERIOR IRESSTANTE REQUIRED) 727-726-1138 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND / OR INSTALLATION ON ASITE-BUILT, SWITCHES WH SMOKE ALARM(S) PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. WATER TYPICAL S HEATER TYPICAL TYPICAL COMBIN. & WALL MNT. �,,✓/ CEIL MNT. SMOKE / C EITHER SYMBOL MAY BE USED JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN JUNCTION BOXES CEILING FAN (OPTIONAL) INTERIOR INCANDESCENT LIGHTS EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). ATEDGE IL UNDER THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH 1 --&L-OF FLOOR U- FLOOR FAN PREP (WET IOC. ELECTRICAL PANEL THERMOSTAT T.V. / PHONE PREP. (OPTIONAL) VELOCITY HURRICANE ZONES (HVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). i> TYPICAL T❑ TYPICAL T.V./PHONE I STANDARD POSITIONED RECESSED GASKET WALL MOUNTED THESEDkTM1 MDPLANSARECONRDEM111LANDPNOPRILTANYMAWRIALS THECONTENTBOFTNISDRAWINGPACKAGEMWN NWNFIOENTIALAND/ORPRIWLEGm CIFORMAROM ANYUNAIRHOR® USE, COPYING, DISCLOSURE, ORDISTRIBUDON OFTHISPACKAGE,OR ANY ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCE ANY LOADS OFTHE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED DYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDEDTO THE RECIPIENT FOR SPECIRC PURPOSES ONLY AND SHALL NOT BE SCANNED,COPIED, OR OTHERWISE REPRODUCED AND/OR AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING I STRUCTURE DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORRATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA HVAC(HEATINGIAC)- BY OTHERS 75 3.3 SMOKE ALARMS(INTERCONNECTED/AF) AF-15 143 FREEZER - ARC FAULT AF-20 12.2 RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA RESERVED- CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA TOTAL NUMBER OF BREAKER SLOTS USED = TOTAL NUMBER OF CIRCUITS USED = AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2D20 FLORIDA RESIDENTIAL CODE, 71h EDITION ..pP 0 5-20-202 Lu �'k zuva�) THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY to ID ❑❑❑❑ Liu0 ' APPROVAL ❑■,❑ ULL ati� Dan ❑❑,❑ m O m a x10 n ❑ ❑ ❑ ❑ Q m h THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, WIT EDITION P.E. SEAL: a 25 CONSTRUCTION TYPE V-13 21 OCCUPANCY SFD g; Single Story TOTAL NUMBER OF STORIES: 1 + WIND VELOCITY (mph) 160 Vult (Ultimate) G WIND VELOCITY (mph) g Vafid (Allowable Stress) 123.94 FIRE RATING OF z EXTERIOR WALLS 0 hr. q' 2020 FLORIDA RESIDENTIAL CODE, ALLOWABLE 40 7th EDITION FLOOR LOAD psf ALLOWABLE ROOF LOAD 20 psf N GO SEISMIC LOAD 0% g co Jacobsen O Z > to MANUFACTURER Homes w 0G HIGH VELOCITY � W HURRICANE ZONE N O 2 y z o V0Ld v O R N C L It- PLAN NO.: //I11 I.V LL & W yk 2540-0754 (MCP-3736) PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL AND WITH u ] THE STATE OF FLORIDA STATUTE 553.842 /1 Wm; 0, r RAISED SEAL, OR DIGITALLY SEALED, M 1 $ LL € n SET OF BUILDING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. :Mi 1 Q. O E y�3 : § 3 0 THE MANUFACTURER'S DATA SHEET I� AND THE STATE (DBPR) INSIGNIA, SHALL a �'+ BE PERMANENTLY MOUNTED TO OR 312 a ABOUT THE ELECTRICAL PANEL (COVER). CU. 27d L0 N W 1H HWC Engineering, Inc. _>s3W3 1627 South Myrti0 AVG. €' a Clearwater, FL 33676 a $ w (727) 584-8151' REVISION SCHEDULE: "NOTICE: SECTION S53.50(IXO), FS, SPECIFICALLY EXEMPTS 0 REVISION BY: REVISION DATE: Q STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM Q FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL Q REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BYA STATE APPROVED 3M PARTY AGENCY S FOUND WMPLIANT'WITH ALL REFERENCED CODES. A W QFlorida STATE: STATE OF DRAWN BY: C. YOUNG DATE: 1/29/2021 BUILDING: 2020 FRC 7U, EDITION Y aQ O SCALE: Not Printed To Scale MECH, 2020 FRC SHEET: f1 � ff Q y am EDmoN - E3 PLUMB.: 2020 FRC 7th EDITION F Z Q W O C " V W �. S H d E 0. DESIGN WIND SPEED -VUII: DESIGN WIND SPEED-V.d: MAXIM UM WIND EXPOSURE CAT.: MAXIMUM MEAN RODE HEIGHT: BUILDING (RISK)CATEGORY 6•IV): ASCEEDITION/VERSION: MAXMUM SIDEWALL HEIGHT (Inches): e1° uEu ,unee. �e.nme.,weP3]J6 160 mph•Vult 123.N mph-Vad D 16 II ASCE7-1S 108 ENERGY: 2020 FRC 7OI EDITION ELECT.: 2017 N.E.C. •THIS BUILDING IS NOT A HUD BUILDING' sUPP1.YCF1�pxENSDA B =wPL.DWCTMAI,L,ER 12X8 suvvLYREGKTBI SNT 1RMFFER m6Telw Aw cxALs A TR.x:cEA Iwcr sFe"FaBu.xcmxrn,xxAmsmcn IsttcFmloxp O w.w.. UEUOFTx6c1:AWCAaeXs HVAC LAYOUT ❑❑❑ JACOBSEN HOMES ❑Em ��❑ Safety H600 arborrd r,, FL 34695 ❑❑❑ 727-726-1138 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT(HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - I.E; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. MECHANICAL NOTES: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANS. 2. INTERIOR DOORS SHALL BE UNDERCUT V ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS. 3. RESIDENRALAPP CATIO S: RESTROO ENT FA SSA PROVIDE 60 CFM MINIMUM OF VENTILATION. a. COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. 5. BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. B. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE S 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 -SITE, BY OTHERS. 7. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REO'D RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS. CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE CODE(S); ON -SEE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. MECHANICAL NOTES: (CONTINUED): 8. ALL DUCTS AND DUCTS C AREA SYSTEM COMPONENTS INSTALLED O THE .0. R WITH INSULATION, SHALL HAVE AMINIMUM R-TVALUE O RHE 9. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-B.O OR AS ALLOWED BY THE FL ENERGY CODE. 10. ALL HVAC COMPONENTS INSTALLED ON -SEE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. 1/. ANY AIRSE LED,IN ACCORDANCE WITH TH COMPARTMENTS SHALL BE FIRE STOPPED ANDDSEALEDN ACCORDANCE WITHTHEFBC,ORK TO BE T OTHERS. 12 SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED ANDfOp COMPLETED ACROSS THE MATING LINE AREAS) OF TBUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACHETOR TO INSURE THATTHIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. 13. OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/ FMC. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. IMPORTANT NOTES FOR HVAC CONTRACTOR / LAHJ ** BOTH MANUAL "J" AND MANUAL 'IS" FORMS ARE *** ANY REQUIRED TESTING (BLOWER DOOR AND / OR REQUIRED TO BE COMPLETED BY A LICENSED HVAC DUCT TIGHTNESS) SHALL BE COMPLETED BY THE CONTRACTOR AFTER THE BUILDING HAS BEEN LICENSED HVAC CONTRACTOR OR OTHER QUALIFIED COMPLETED ON -SITE, TO ENSURE ALL EQUIPMENT AFTER THE BUILDING IS COMPLETED ON -SITE, NOT IS PROPERLY SIZED (ON -SITE, BY OTHERS). THE HVAC BY JACOBSEN HOMES (ON -SITE, BY OTHERS). CONTRACTOR IS SOLELY RESPONSIBLE / LIABLE FOR ANY / ALL DAMAGES TO THE BUILDING OR PERSONS. THESE DETAILS ANO PLANS ARE CONFIDENNAL AND PROPRIETARY MATERMLS THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONRDENTU L AND/OR PRIWLEGED INFORMATION ANY UNAUIHORUFD USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE, OR ANY OF THE CONTENTS CONTAINEDTHERMN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAY SE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED,COPIED, OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRTTTEN AUTHORIZATION FROM JACOBSEN HOLIES.THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSENHOMES. ALLRIGHTSRESERVED. COpYRIGHT 2021 MINIMUM REQUIRED EQUIPMENT SPECS: ALL CLIMATE ZONES: 1. PROGRAMMABLE THERMOSTAT IS REOUIRED TO BE INSTALLED. 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES, THE MINIMUM EQUIPMENT SPECIFIED SHALL BE INSTALLED. 3. 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 SYSTEM. A MANUALJBS FORMS ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE ACIHEATING EQUIPMENT IS PROPERLY SUED (THIS IS REQUIRED AND IS ON -SITE, BY OTHERS - NOT JACOBSEN HOMES). 4. CROSS -OVER CONNECTIONS(RVAC), FRESH AIR INTAKE, AND ANY REQUIRED TESTS (DUCT TIGHTNESS, BLOWER DOOR, ETC-.) SHALL BE COMPLETED ONSRE BY OTHERS, BY QUALIFIED PERSONNEL AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION PPP�O Y. 5-20-202 in `'ARTIER �' THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALLSPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: ❑❑❑❑ y W -1D 033'- ❑■,❑= o d P Z E `O zDeg ❑❑❑❑ Q oy 7 2020 FLORIDA RESIDENTIAL CODE, I P.E. SEAL: 7th EDITION CONSTRUCTION TYPE OCCUPANCY TOTAL NUMBER OF STORIES: WIND VELOCITY (mph) Vult (Ultimate) WIND VELOCITY (mph) Vasd (Allowable Stress) FIRE RATING OF EXTERIOR WALLS ALLOWABLE FLOOR LOAD ALLOWABLE ROOF LOAD SEISMIC LOAD MANUFACTURER HIGH VELOCITY HURRICANE ZONE V-13 SFD Single Story 1 + 160 123.94 0 hr. 40 psf 20 psf 0%Q g Jacobsen Homes NO PLAN NO.: 2540-0754 (MCP-3736) PLANS COMPLY WITH RULE 61-G2G-3 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, SET OF BUILDING PLANS ARE ON FILE INTHETHIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). llv(a HWC Engineering, Inc. 1627 South MyAle Ave. Clearwater, FL 33576 (727)SB4-8151 **NOTICE: SECTION 653.8011)(d), FS, SPECIFICALLYEKEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPRINSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3r4 PARTY AGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES W STATE STATE OF QFlorida o Y CC V BUILDING: 2020 FRC € a a� 7th EDITION � d A MECIL: 2020 FRC a 7N EDITION R PLUMB.: R 2020 FRC € H Q 7M EDITION W ENERGY: 2020 FRC G V 71h EDITION D W ELECT.: 2017 N.E.C. li *THIS BUILDING IS NOT A HUD BUILDING* 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION 04 O Go M m O Z>� W 0 Ln v Ln N O y N a r Z O Oa L-a �Y ci N C G IZ LL It W E a cc V J 'i E OLO ,aAF 1Z N V Q LO > N = REVISION SCHEDULE: ® I REVISION BY: I REVISION DATE: DRAWN BY: C. YOUNG DATE: 1/29/2021 SCALE: Not Printed To Scale SHEET: M1 DESIGN WIND SPEED -VUIC 160 mph -Volt DESIGN WIND SPEED. VAs4: 123.90 mpA- Vxs4 MAXI MUM WIND EXPOSURE CAT.: D f MAXIMUM MEAN ROOF HEIGHT: 16 BUILDING (RISK) CATEGORY 0 - M: II 3 ASCE EDTDON/VERSION: ASCET-16 MAXIMUM SIDEWALL HEIGHT (Inches): 108 e,OOu u ...... eun.e.e., nPa;3� wvvlremanA PXasTFA MECHANICAL NOTES: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, CPT EROTHERWISEN EXCEPT WHERE MECHANICAL NOTES: (CONTINUED): MINIMUM REQUIRED EQUIPMENT SPECS: ALL CLIMATE ZONES: PLAN SPEC'S AND LISTING AGENCY q 0�00 8 swN.Ywnw.mm SPECIFIEDQNTHEPLANS. 2. INTERIOR DOORS SHALL BE UNDERCUT I" ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS. RESIDENTIALA & ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF RS.O. 1. PROGRAMMABLE THERMOSTAT IS REQUIRED TO BE INSTALLED. 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVAL "0 t0 O O ❑ ■, ❑ i U a •- - s"e 3. P C O STIR E OVIDE 60 CFM MINIMUM OF VENILATON. 9. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-8.0 OR AS ALLOWED APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES, THE MINIMUM EQUIPMENT SPECIFIED SHALL BE INSTALLED. Z TJ -j .0 19[e suvn,REmsTFn 4. COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. 6. BATH VENT FANS SHALL BE DUCTED BY THE FL ENERGY CODE. 10. ALL HVAC COMPONENTS INSTALLED ON -SIT SHALL BE INSTALLED BY A 3. FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING REFER TO APPLICATION W N m m ❑❑,❑ fA V d n THIS DRAWING PACKAGE COMPLIES rTAmEmmNA6u DewsATlMxsFInwm �euANcennclvwlAm sraleM) TO THE EXTERIOR OF THE BUILDING. 6. HVAC EQUIPMENT SHALL BE EQUIPPED WffH OUTSIDE FRESH AIR INTAKES) LICENSED HVAC CONTRACTOR. 11. ANV AIR HANDLER/RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED ENGINEERING FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY CALCULATIONS-ATTACHMENTS)MAY RESULT IN AN UNBALANCED SYSTEM. O ,� OrellTrvnDxtl. a PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER CLOSET AND/OR URINAL, WHICHEVER IS GREATER THIS IS REQUIRED TO AND SEAED IN ACCORDANCE WITH THE FBC, ONSITE, BY OTHERS. 12. SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR A MANUALd&S FORMS AqE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON-SITETO INSURE WITH THE FLORIDA MANUFACTURED ❑ ❑ ❑ ❑ () f a 10 eo me �an�°x BE INSTALLED ON -SITE, BY OTHERS. COMPLETED ACROSS THE MATING LINE AREA(S) OF THE BUILDING, IT IS THE THAT THE ACMEATING EQUIPMENT IS PROPERLY SIZED(THIS IS REQUIRED BUILDING ACT OF 1979 AND ADHERES y '•"'L'H'-" 7. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25'OF THE HVAC EQUIPMENT (UNIT). THIS REQ'D RECEPTACLE IS REQUIRED TO BE INSTALLED RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO INSURE THAT THIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK COILY AND IS ON -SITE, BY OTHERS- NOT JACOBSEN HOMES). 4. CROSS -OVER CONNECTIONS (HVAC), FRESH AIR INTAKE, AND ANY REQUIRED TOTHE FOLLOWING CRITERIA: RervPx cDunD REA"TIED ON -SITE, BYACERTIFlED ELECTRICAL CONTRACTOR. ALISTED QUICK DIS- CANNOIS BE COMPLETED. TESTS (DUCT TIGHTNESS, BLOWER DOOR, ETC...) SHALL BE COMPLETED ONSITE 2020 FLORIDA RESIDENTIAL CODE, P.E. SE,�.jjII I CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER 13. OPT. FACTORY BUILT FIREPLACES INSTALLEDIN ACCORDANCE W FMC. BY OTHERS, BY QUALIFIED PERSONNEL APPLICABLE CODE(S): ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. 7th EDITIONL��, � HVAC LAYOUT 52'-0" CONSTRUCTION TYPE V-B g3 ��.� �,ENSF �•:Q'�g SFD '; ' OCCUPANCY ; No 63802 •k TOTAL NUMBER Single St�! F 14'4 14'-10° 14'4 8'-6" OF STORIES: 1 >Ar VAMP, W/ SCRFFf}I OBSpup. 301/i X 401/4' WIND VELOCITY (mph) VMIt (Ultimate) 16 � • S w 86'XP 7YX7e WIND VELOCITY (mph) Vas d (Allowable Stress) 0 A I... Q ��ii O■■N��AL``�� BEDROOM #iR # 1 FIRE RATING OF EXTERORWALLS 0 hr. 114 BEDROOM 2020 FLO� RESIRTIAL CODE, I - 164 48" X 34" A,H ALLOWABLE 40 7th EDITION B7 S:3E FLOOR LOAD p Sf $ x25 N 03 ALLOWABLE 20sf ROOF LOAD p O DO ,12X8, (18A2XT2 em0 ^� 0% CID NW .12X8. _12X8. � ,10X61 SEISMIC LOAD g 6 7 i Jacobsen O z° X .� II=11 GH I=11 II=II 1 ! ° 1ei4• sM PAh . MANUFACTURER Homes aD 0 N H IO M7 i 7 G U HIGH VELOCITY N O HURRICANE ZONE V y Z C t2 •x"Lt4 I V' .r = 10 _ — O • U N x :1 o s: F— LL LU IIIII 8 IIIII — ATTIC ACCESS u - 4s B- "' PLAN NO.: 2540-0754 (MCP-3736) Ii _ „� 6 $ C a� H I PLANS COMPLY WITH RULE 61-G20-3 vj S. W - 6 1 ' 6 7 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 N o$°� /� s 7 s2, M �, 1-1 r mm�e 5 IF �� 2 8 I PANmY O O,I-1 REFRIG. c RAISED SEAL, OR DIGITALLY SEALED, M �• E II` G ,1 MICRO. ABovE. BET OF BUILDING PLANS ARE ON FILE orc �w Ci Q 10 6 #I PlRrI4052-Rfi M. p 12 8 Q 12 U IN THE THIRD PARTY LISTING AGENCY'S C. ICE- IL 69 WHITE OFFICE AS DIRECTED BY FLORIDA DBPR. \V a 2 10 6 a I THE MANUFACTURER'S DATA SHEET a V ' X ! 31 a EBE KITCHEN OT AND THE STATE (DBPR) INSIGNIA, SHALL •O E I G o e PERMANENTLY MOUNTED TO OR 8 � o B STUDY DINING MORNING RM. ABOUT THE ELECTRICAL PANEL (COVER). �, ,W 01 w•TUB/s"owEq 116 138 a a D/W ® S 63 REP. lr U) V% O e. 1 ) SEPARAP CIR. S3 J g°:m QO Do� O V LO Q w m W (2) 301/Y z 601/4• 36• x 60' z 401/4• 15-0" P;<�- 1' 3�-si94' 8'-6° HWC Engineering, Inc. N 2 gz 33 1627 South Myrtle Ave. 33576 Cle(727) €' a b •a LaSalleBristol 58FL (727) 5845151 REVISION SCHEDULE: Manufacturing "NOTICE: Engineered System Using REVISION BY: REVISION This item has been digitally signed and sealed by Michael G Tomko, SECTIONS 80(1)(d), FS, SPECIFICALLY EXEMPTS DATE: Overhead Graduated Flex RAFTERS 16" O.C. P.E. On 5/20/2021 STATE APPROVED MANUFACTURES (4 ) BUILDINGS, BEARING THE DBPR INSIGNIA,A, FROM FROM Ducts w/ Ceiling Diffusers Printed copies of this document are not considered signed and FURTHER PLAN REMEWBYLOCALCODE ENFORCING Q sealed and the signature must be verified on any electronic copies AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL 3 Q - Tr / 1 Or Up -Flow Split / V C REGULATION (DSPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN Al INSPECTED BY STATE APPROVED 3M PARTY AGENCY 6 FOUND COMPLIANT WITH ALL REFERENCED CODES. ❑❑❑ ❑�❑ JACOBSEN HOMES IMPORTANT NOTES FOR HVAC CONTRACTOR / LAHJ AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, W O STATE: STATE OF DRAWN BY: C. YOUNG DATE' 1/29/2021 ,� POEIF-1 600PackardCourt, 7thEDmQN PpFROV fQ Q Florida BUILDING: 2020 FRC Safety Harbor, FL 34695 727-726.1139 Y CC € ** BOTH MANUAL "J" AND MANUAL 'IS" FORMS ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC *** ANY REQUIRED TESTING (BLOWER DOOR AND / OR DUCT TIGHTNESS) SHALL BE COMPLETED BY THE ��• v Q Q tl 7h EDITION SCALE: Not Printed To Scale THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, SHEET: PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. CONTRACTOR AFTER THE BUILDING HAS BEEN LICENSED HVAC CONTRACTOR OR OTHER QUALIFIED A 5 _ 2 0 _ 2 0 2 (n J Q MECH.: 2020 FRC 71h EDmON LL M2 PLUMS.: 2020 FRC JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN COMPLETED ON -SITE TO ENSURE ALL EQUIPMENT AFTER THE BUILDING IS COMPLETED ON -SITE NOT 1 1 z w co/— P EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT AND URBAN DEVELOPMENT (HUD). OF HOUSING IS PROPERLY SIZED (ON -SITE, BY OTHERS). THE HVAC BY JACOBSEN HOMES (ON -SITE, BY OTHERS). Q Z 0 7m EDITION € DESIGN MNOSPEED-Yule 160 mph - Vitt DESI GNW NDSPEED -Vaa4: 23.99 mph-Vas4 THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH CONTRACTOR IS SOLELY RESPONSIBLE/LIABLE FOR %��r� cJ y Q t1.1 G O _ �+ y u ENERGY 2020 FRC VELOCITY HURRICANE ZONES (HVHZ - LE: DADE COUNTY, FL RR BROWARD COUNTY, FL). ANY / ALL DAMAGES TO THE BUILDING OR PERSONS. _ Fn 5y ,r 7N EDITION MAIUMUM WIND EXPOSURE CAT.: D MAXIMUM MEN ROOF HEIGHT: IS Cq R -� u BUILDING (RISK) CATEGORY 8- IV): II THESE DETAILS AND PLANS ARE CONFIDENTIAL AND PROPNETARY MATERIALS THECONT OFTHISDRAWWGPACKAGEWWMNCONMOENML WORPRIAMGMMFORM=Ok ANYUNAUMGRREDUSE,COPYING,DISCLOSURE,ORDMMIS DONOFTHISMCNAGE,ORMY ELECT- 2017 N.E.C. ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY E R CC CC ASCEEDmONIVERSION: ASCE7-18 SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCEANYLOADS OF THE CONTENTS CONTAINEDTHFNEIN, IS STRICTLY PROHIBITED BYJACOSSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS NE PROVIDEDTO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED. OR OTHERWISE REPRODUCED NWOR THEAPPROVALSHOWNABOVE, INDICATESTHATREWEWOFTME PLANS AND ALLSP-FICATIONS MAXIMUM SIDEWALL HEIGHT(Inches): 10$ `THIS BUILDING IS NOT A HUD BUILDING• AND/OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING/STRUCTURE. DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EMPRESS WRITTEN AUTHORDATION FROM JACOBSEN HOMES THIS DRAWING PACIUIGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL MGM RESERVED. COPYRIGHT 2021 CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. MODYL .oe-. ••�"•MCPJT38 ❑❑❑❑ POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL BE TYPE "L COPPER, CPVC, CROSS LINKED POLY- ETHYLENE OR OTHER PER STATE AND/OR LOCAL S). ❑ ❑ ■ ❑ ESMATERIALSRSNOT R LINES. 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LINES. 3, THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 74NCH MINIMUM DRAIN TOTHE EKTERI T OF THE BUILDING ESHA SHALL IN TOT). 4. THE WATER NEATERRELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, ❑„❑ ALL BY OTHERS) AND SMALL NOT TERMINATE BELOW THE HOME. S.THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE ❑❑❑❑ SUBJECTTOLOCAL 6. ALL GFIXTUAPPR FIXTURES SHALL A SEPARATE SHUTOFFEEEET JACOBSEN HOMES BE I STALLEHAVE SHUTOFF VALIXTIIflE SHALL WITHIN OF 7. ASHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ONSITE BY OTHERS) 600 Packard Court, Safety Harbor, FL 34695 ANDS ALL BE SUBJECT TO LOCAL APPROVAL S. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. 727-726-1138 ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM RS.5 INSULATION (ON -SITE, BY OTHERS). POTABLE WATER SYSTEM LAYOUT COLD WATER DISTRIBUTION SYSTEM ❑ JACOBSEN HOMES ❑��❑ Court, Safety Harbor, FL 34695 ❑❑❑❑ 727-726-1138 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE50 ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. a n 9. WATER SUPPLY "STUB -UPS" TO BE 1/2" MINIMUM. 10. ALL SUPPLY "CROSSOVER- (MATING LINES) PIPING SHALL BE CONNECTED ONSITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70-INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECTTO LOCAL APPROVAL 12. WHEN PROVIDED; ALL FDCrURES FOR SHOWER(S), TUB(S), AND/OR TUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120• F (48.r C). 13. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 14. EXTERIOR FAUCET HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE MANUFACTURES INSTRUCTIONS. EXT. FAUCETS ARE INSTALLED ONSITE, BY OTHERS. 15. ALL ONSTTE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. 16. THE WATER SUPPLY PRESSURE SHALL NOT EXCEED 60-PST. WHEN THE PRESSURE EXCEEDS 60-PSI, A PRESSURE REDUCING VALVE SHALL BE INSTALLED. IN NO CASE SHALL THE PRESSURE EXCEED 6G-PSI. SITE INSPECTION AND TESTING IS REQUIRED 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. OX POTABLE WATER SYSTEM LAYOUT �4 HOT WATER DISTRIBUTION SYSTEM This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/20/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies POTABLE WATER SYSTEM WATER HEATER DETAIL " OR THESE DETMLS AND PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE. COPYING, DUICLOSURE, OR DISTRIBUTION OF THIS PACKAGE, OR ANY OFTHE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED70 THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCED ANDOR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTMORDATION FROM JACOBSEN HOMES. THIS DRAWRIG PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBS" HOMES. ALL MGM RESERVED. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION Pp PROVED 5- 20- 202 -N Q LgRTER �' THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SP...... T10N5 CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: ❑❑❑❑co 2 0 iULL� ❑■,❑ W 11.2 N m Cox. ❑❑❑❑ Q 3 ) n 2020 FLORIDAh CODE, EDITIONnAL ,�,,•,,,`{'I�i��/iO ' CONSTRUCTION TYPE OCCUPANCY SFD 4-ft No 63802 1% TOTAL NUMBER Single Stir • *, OF STORIES: 1 • WIND VELOCITY (mph) • • Vult (Ultimate) 16 0 WIND VELOCITY (mph) Vasd (Allowable Stress) 123.94 O R 1 Si'; .. s ON FIRE RATING OF hr. i EXTERIOR WALLS 0 r, CODE, 2020 FLOAL ALLOWABLE 40 7th EDITION FLOOR LOAD psf ALLOWABLE ROOF LOAD 20 psf C4 o SEISMIC LOAD 0% g (0 Jacobsen O Z > m MANUFACTURER HOIIIeS N to HIGH VELOCITY N O 2 y z N r HURRICANE ZONE .J O L ./�♦ IUD V O W C) (a CC AA O Cq a PLAN NO.: 2540-0754 (MCP-3736) PLANS COMPLY WRH RULE 61-G20.3 W $ FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 o s 9 RAISED SEAL, OR DIGITALLY SEALED, co d 3 e SET OF BUILDING PLANS ARE ON FILE I� �"F M T -o w= IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET V L . 3 a AND THE STATE (DBPR) INSIGNIA, SHALL . 4) i . 28 BE PERMANENTLY MOUNTED TO OR y cc ABOUTTHE ELECTRICAL PANEL (COVER). G a, fry an IL 1` 4)0 o o W Cis 117d g w 0 04 HWC Engineering, Inc. w Eo9� 1627 South Myrtle Ave. m o Clearwater, FL 33576 (727) 584-6151 REVISION SCHEDULE: **NOTICE: SECTION 553.80(1)(T0, FS, SPECIFICALLY EXEMPTS A REVISION BY: REVISION DATE: Q STATE APPROVED MANUFACTURED (NODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING Q AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS Q Al HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED W PARTY AGENCY B FOUND COMPLIANT WITN ALL REFERENCED CODES. LU ItFlorida Y CC �= Q Q � f3" Q = STATE: STATE OF g � a R DRAWN BY: C. YOUNG DATE: 1/29/2021 BUILDING: 2020 FRC 71h EDITION SCALE: Not Printed To Scale MECH.: 2020 FRC 7Th EDITION SHEET: P 1 () R PLUMB.: 2020 FRC TM EDITION zW W o 00 V N W € 3 a E u DESIGNWINDSPEED-Vint DESIGN WIND SPEED -Veld: MAXIMUM WIND EXPOSURECAT.: MAXIMUM MEAN ROOF HEIGHT: DUILDING(RISK) CATEGORY p - IV: 160mph-Vint 1..Mmph-Ve9d 3A D 5 15 < ENEROY: 2020 FRC 7th EDITION ELECT_ 2017 N.E.C. ♦.Y. ASCE EDITION/VERSION: MAXIMUM SIDEWALL HEIGHT (Inches): mp°u u ,..D"o. ,..,�+..I ASCE7-IS' 10e u uP . K 'THIS BUILDING IS NOT A HUD BUILDING' I J j SITE INSPECTION AND TESTING IS REQUIRED 3 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 PLUMBING NOTES: 1. THE DRAINIWASTEIVENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ASS OR PVC PIPING. 1 TUB AND/OR SHOWER P-TRAP 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 AND ARE SUBJECT TO LOCAL JURISDICTION (LAHJ). S. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2" VENT THRU fl00F 3° VENT THRU ROOF 1112" VENTTHRU ROOF OR 2° VENT THRU ROOF LISTED AIR ADMTITANC VALVEJ J (SEE PLAN FOR LOCATION NOT REQUIRED ALL PLANS) SHOWER SHOWER LAV. OR e2' OR 2° W.C. WET VENT ' W.C. WET VENT W.C. T W.C. T TYP. 3 VENT DETAIL TYP. SHOWER DETAIL SCALE: NTS SCALE: NTS 2' VENTTHRU ROOF J z• TUB 11n° OR 2° W.C. WEr VENT W.C. \\T 3° 1 112° VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) TUB 11n° if TYP. TUB DETAIL SCALE: NTS ❑❑❑❑ JACOBSEN HOMES ❑❑� 600 Paekard Court, ❑\I❑ Safe Harbor FL 34695 727-726.1138� THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD), THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - LE; DADE COUNTY, FL OR BROWARD. COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. I 1 1n° VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) KIT. SINK 11n° 112' 1 12" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) LAV. 112° if TYP. LAV. DETAIL SCALE: NTS 1/GNT TART F' DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP (INCHES) SLOPE (INCHES PER FOOT) DISTANCE FROM TRAP (FEET) 1 1/4" 114' 5'-01 112' 1/4' 6'-0° 3' 118' 12'-0' TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE I 1 1/2" VENT THRU ROOF OR JLISTED AIR ADMITTANCE VALVE WASHER 1° TYP. WASHER DETAIL SCALE: NTS Sanitary Waste, Drain / Waste / Vent (DWV) DETAILS TYP. KIT / UTILITY. SINK DETAIL SCALE: NTS This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/20/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies PLUMBING NOTES: FOUNDATION NOTES (CONT.): D AND 1. ALL PLUMBING SHALL BE COMPLETED BY ALICENSE PLUMBING CONTRACTORPLANS 5. WHEN THE FOUNDATIONTHER JACOBSEN HOMES AND ITS THIRD PARTY ARE DESIGNED BY s, COMPLY WITH ALL STATE AND/OR LOCAL CODES AND INSPECTIONS. APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL 2. ALL°BELOW FLOOR"SANITARY PLUMBING (DRAIN/ WASTE/ VENT SYSTEM - DWV)SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL BE COMPLETED BY A UCENSED PLUMBING CONTRACTOR; OWSITE, BY OTHERS. PERFORMANCE OF THE SUPERSTRUCTURES SMUCTURAL COMPONENTS & SYSTEMS RELATING THERETO. FOUNDATION NOTES: FLOORPLAN NOTES: " 1. THE FOUNDATION DESIGN AND CONSTRUCTION ARE BY OTHERS AND ARE SUBJECT TO 1. WHEN ANY DWELLING IS INSTALLED SUCH THAT THE DISTANCE FROM GRADE TO THE BOTTOM OF ALL STATE AND/OR LOCAL CODES AND INSPECTIONS. ABOVE THE INTERIOR FINISHED FLOOR SHALL HAVE WINDOW GUARDS MEETING THE REQUIREMENTS 2. AMIN. 6 MIL POLY VAPOR BARRIER IS REQ'D TO COVER THE GROUND BELOW THE ENTIRE ABOVE THE INTERIOR FINISHED FLOOR SHALL HAVE WINDOW GUARDS MEETING THE REQUIREMENTS BUILDING. A MIN. 12. OVERLAP IS REQUIRED AT ALL SEAMS. ALL HOLES / TEARS / VOIDS SET FORTH IN SECTION 1013.8 OF THE FLORIDA BUILDING CODE (INSTALLED ON -SITE, BY OTHERS). IN BOTH THE POLY VAPOR BARRIER & °BOTTOM BOARD" SHALL BE REPAIRED/SEALED. 2. SOME ITEMS SHOWN MAY BE OPTIONAL SOME ITEMS SHOWN MAY BE SITE INSTALLED, BY OTHERS. 3. ALL COMBINED VENT. OPENINGS SHALL HAVE A NET FREE AREA OF NOT LESS THAN SITE INSTALLED ITEMS MAY VARY& ARE NOT COVERED UNDER THESE APPROVED PLANS, BY OTHERS. ONE (1) SQUARE -FEET FOR EACH 160 SQ.FT. OF CRAWL SPACE (AREA BENEATH THE 3. THIS BUILDING MAY BE MIRRORED (ALONG ANY AXIS) WITHOUT ANY REAPPROVAL OF PLANS. BUILDING),IMPORTANT- THIS REQUIREMENT EXCEEDS THE MIN. VENTILATION OF FRC. 4. ANY DIMENSIONS SHOWN ARE TO FRAMING ONLY &DO NOT REFLECT EXT. SHEATHING, SIDING, ETC. 4. ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/ FRC MAY BE USED, AS 5. HITCH MAY BE LOCATED ON EITHER END OF THIS BUILDING WITHOUT ANY REAPPROVAL OF PLANS. LONG AS, THE MIN. VENTILATION REO'D IN NOTE 3 (ABOVE), IS MAINTAINED (BY OTHERS). 6. MULTIPLE DESIGN WIND SPEEDS ARE SHOWN. THE BUILDING MAY BE BUILTTO ANY WIND SPEED SHOWN. THESE DETAILS AND PLANS ARE CONFIDENTIAL MD PROPRIETARY MATERIALS. THECONTENTS OFTHIS DRAWING PACKAGE OOWAIN OONFIDENT LAMXOR PMwL£GED INFORMATION ANY UNAUDHORQEB USE ,COPYING, DISCLOSURE, OR DISTRIBUDON OFTMS PACKAGE, OR ANY OFTHE CONTENTS WWNNM WEREN, IS SWICRY PROHIBRFD BYJACOSSEN HOMES AND MAYBE UNLAWFUL MESE MATERIALS ME PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SNALL NOT BE SCANNED, COPIED, OR OMERMSE REPRODUCED ANO/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHOMZATION MOM JACOBSEN HOMES. MIS DRAWING PACKAGE AND ALL ITS CONTENTS ME THE EXCLUSIVE PROPERTY OF JACOBS"HOMES. ALL MGM RESERVED. COPYMGW 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION. v PRO V� i-20-202 N IJJ ti _ '` T O THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY ❑❑❑❑ to N, W - P 0 07 APPROVAL ❑■,❑ _LL ❑❑,❑ IM 12, N IM THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED El El El ❑ O o � y BUILDING ACT OF 1979 AND ADHERES ' TO THE FOLLOWING CRITERIA: 2020 FLORIDAh CODE, t�„�0 EDITION �`,,,,�y ENS` •• CONSTRUCTION TYPE ��' �` �Q OCCUPANCY SFD f 4BB No 63802 TOTAL NUMBER Single StgV M• gH� OF STORIES: 1 •Ar • WIND VELOCITY (mph) 16 • `+ S 1 Vult (Ultimate) • WIND VELOCITY (mph) 123.94 . O A • •.. • ` I Vasd (Allowable Stress) RATING • • . �C? �� '��Ss�O/��■■L�► NA FIR EXTER IOR WALLS o hr. 2020. FLO�IDAIDE�AL CODE, ALLOWABLE 40 7th EDITION FLOOR LOAD psf ALLOWABLE 20 N ROOF LOAD psf 0% DO t0 SEISMIC LOAD g Jacobsen O Z > 1O MANUFACTURER HOIIIeS d OInNam HIGH VELOCITY N O N ID HURRICANE ZONE y z C� O TL�1BL& j a V N PLAN NO.: 2540-0754 (MCP-3736) PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL AND WITH b 3 s i THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, M a F u SET OF BUILDING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S M E 1M OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET ""a V i+ ' S o' 3 AND THE STATE (DBPR) INSIGNIA, SHALL 'L�' G BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). G L�F � � CISN <"�€ HWC Engineering, Inc. =�aW 1627 South Myrtle Ave. e Clearwater, FL U576 (727) 5845151 REVISION SCHEDULE: **NOTICE: SECTION 553.80(1)(4), FS, SPECIFICALLY EXEMPTS ® REVISION BY: REVISION DATE: Q STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLMREVIEWSYLOCALOODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA Q DEPARTMENT OF BUSINESS AND PROFESSIONAL Q REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEBI.EVI—D AND THE BUILDING HAS SEEN Q INSPECTED BY A STATE APPROVED 3M PARTY AGENCY & FOUND COMPLIANT WITH ALL REFERENCED CODES. 111 a STATE STATE OF Florida DRAWN BY: C. YOUNG DATE: 1/29/2021 UCC Q 4Q tL Q= to Z U LT tIJ 17 O W € w a € i 3F w E eu1LolNc: 2020 FRC ]OI EDITION SCALE: Not Printed To Scale MECH.: 2020 FRC i h EDITION SHEET: P2 PLUMB.: 20FRC ]0, N EDITION DESIGN WIND SPEED-VUN: DESIGN WIND SPEED -Vestl: MAXIMUM WIND EXPOSURECAT.: M ILISN ROOF HEIGHT: BUILDING (RK)) CATEGORY O - M: ASCEEDITON/VERSION: MAXIMUM SIDEWALL HEIGHT (Imhnl: s°,°Eu ,...c.. ,..,.,.,...woPT;3n Vult 120,M90 .ph- mph-VAPtl ?; f DMAXIM 1 11 ASCE7.1B n 108 R ENERGY: 2020 FRC 7N EDITION ELECT_ 2017N.E.C. 'THIS BUILDING IS NOT A HUD BUILDING' E S 1 OSHEAR WALL ANALYSIS ASCEMilan: ASCE7-16 O SHEAR WALL JOIST ANALYSIS 160 mph - Vult MAXIMUM Sidewall Might (inches): 108 160 mph - Vult Wind Speed Vesd (Allowable Stress Design): 123.94 mph. Vasd Madmum Roof Angle (Degrees): 20. Maximum MEAN ROOF HEIGHT (MRH) In fact: IS—MaXimum Truss Spacing On. D.C.): 16- Inch e... Madmum WIND EXPOSURE CATAGORY OVEQ: D Internal Pressure Coefficient GCpI v 0.18(Enclosed) OFF -Frame ONLY MIXED Wall Construction Strapping Connections ASCE 7.16 WaII ID Wad I Force lniormatien Minimum Requirements Choose ONLY One (M or N) Conaseftn Specifications Minimum Floor Joist Requirements/Specifications ,ma % A B C D E F G H I J K L M N O P O R S T i Uplift Min. PETIF. Mac Mac Min. Num. of Faslen¢r. Fartener Fastener Max. TOTAL Force PLF or Number Sheath SheaN. Sheath Sheath. Width SINGLE TYPE DUUXIR. LENGTH PACING SHEARWALL SHEARWALL 3 DISCR Trlb. Shear Rating SEGM. Well Sheath' of Sides Fasten. Fasten. EDGE FIELD Framing 20 Ga. SITP n Floor Floor Floor JOIST JOIST For- (Racidng (R¢q'd Design Sheath. TYPE SIZE Fasten. Spacing Fasten. Spacing PANEL SVaps Brecket Floor Wall Well Ceiling Well CeIIInB Wall CeiMg DUANITV SIZE/TYPE Load) Design) (PIS) On. D.C.) (In. D.C.) SEAMS Onches) (Each) Celling (Inches) (Inches) On. O.C.) 1 SSW1 6199 t316 146 P ]N6 1 Staple 16 ga 6 3 iS 2 NpU850s2.5 NAIL 0.131 35 8 2 al10 SP 42 2 SSW2 4747 1043 116 P 7A6 1 Staple 16 fie. 6 3 1S 2 NDUBSD52.5 NAIL 0.131 3S 8 2 2X10 SP 02 3 ESW3 26 4313 2328 259 S 7/16 1 Staple 16 ga- 4 3 1.6 2 HDU&SDS2.5 NAIL 0.131 3.5 5 3 2X/D SP 02 4 ESW4 26 .13 2606 312 S 7N6 1 Neil 0.113 4 4 1.5 3 MDU"DS2.5 NAIL M. 35 4 3 We SP s2 5 NA _ - 0 p 6 NA - 0 0 7 NA 0 0 6 NA 0 0 9 NA 0 0 ❑ COLUMN / RIDGE BEAM ANALYSIS / DATA ASCE116 MAXIMUM COL STUD LENGTH (Inches) =1I I -inches MAXIMUM ALLOWABLE ROOF LOAD (p.Q= 20 psi COL NUM. COL TYPE COLUMN STUD(S) ADD BLK. TOTAL COMBINED SPAN (Left +Right) On Feet) 160 mph - Vult COLUMN DATA RIDGE BEAM DATA OTY. LUMBER SPECIE/GRADE Column Column Number of UPLIFT GRAVITY 20 GA. Load Load STRAPS) (Pounds) (PoulM.) Span LEFT Span RIGHT Ridge Beam 612E(HT.) Span LEFT Ridge Beam SIZE(HT.) Span RIGHT 1 SPF #3 N t4990 6019 - 14.33 NA 12 2 SPF #3 N 4990 6019 14.33 - 12 NA 3 SPF #3 N 24990 3255 - 7.75 NA 2x10 4 SPF #3 N IN 4990 3255 7.75 2x10 NA 5 NA - - - - - - NA NA 6 NA - - - - - - NA NA 7 NA NA - - - - - - NA NA 8 NA - - - - - NA NA 9 NA - - - - NA NA 10 - - - - - - NA NA 11 NA NA 12 - - - - - - NA NA 13 NA NA 14 NA NA 15 NA NA 16 - - - - - NA NA 17 - - - - NA NA 18 _ - - - NA NA ` UNLESS OTHERWISE SPECIFICALLY STATED ON THE PLAN, FOUNDATION SUPPORT AND ANCHORING ARE REQUIRED DIRECTLY BELOW ALL COLUMN LOCATIONS. ❑❑ JACOBSEN HOMES O;;❑ 600 Packard Court, Safety ❑❑❑❑ 727- 26-113gr, FL 34695 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (MVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. J i SHEAR DIAPHRAGM ANALYSIS ROOF SHEATHNG USED AS DAPHHAGM 7 — IMMEAN ROOF 111— = 11- MNIINUMYmmExPOSURECATEGORY .D MAX-0 . 20,0 TOP OF BOTTOM CHORD OFTRUSS SHEATHED(ANCF 2 = MAXIMUM O.C.TRU55 svACWG IaMws)-Seetomeud'mn Menud= MINwAa REOUREDDMPHRAGMGucuuT one = THICKNEss OPRCCFSHEATMxG(x ) MNIMUM REQUIRED FASTENER -TIFF = MINIM UM REWIRED FASTENER - SPEC.= NRNMUMREOUlR..TENER-LENGTH(...)= DMPMGM BLOCKED/UNBLOLKFD = MAAMUM OC.MASTEr1ER A�,StExER(_CMO(xMaEd)._a. TRUSSFRAMWG-SPECIE56= ACNALMAfOMUMCAPACOYOFSIIFATHNGlyR7. SHEM13IAPHRAGMPA5 l—= BLOCNINGREOOREDATfcwsirdm FACHErdeAO 160m h-VUh P GABLE ROOF IpMiiot Zane - 4-feet �(Rool Zorn l) — Edeaor Zane Zane 2) COnw/Zone ■IRed Zmea) No t6-Ind, o.e. 1a9-pI NaI BdsNker N¢Y(O.Ilapa NaD 2- ch iab ked SEE SNEATIIING FASTING I— LOWER RIGHTa SEE SHEATHING FASTENING TABLE.4,S.8 LOWER RIGHT' SP-SOUTHERN FINE - FRAMING 25Y-ppIRaoi PASSES NA SHEAR DIAPHRAGM DESIGN NOTES: 1maPn.wv unewae Redv.Minp DtroIK+I"'-us.mm.7nea.A zrzuwV,Fuudnc parvuaNia FauxaoidMeryeddN. d awe-en.dxorsn..mm. - wad pam Nor I,KTaaead w eaH.E Cones. Au,ameN d aAomm, cad m,a: () sxw. eE 1 lG«a (2,nm no,�,.n o,.MC,. Roo, dKCwrl®.oN.PnaU,mwcKED. e=ohpvaompaneban NOT,e4eme7oM wslromwe,. a, melazes, e-a-."wdzlasoTHme sn,v 0eon,.on ANO wo+M. Pnxzuclu.eromawue,w nuLCAses.w.o,nuuwuxne slues MAX. O.C. TRUSS SPACING 160 mph - Vult = 16 - inches O.C. SHEATHING FASTENING TABLE: 160 mph - Vult 0.113 pd Nall ROOFZONE EDGE(IN) FIELD pN.) 1-INTERIOR ZONE ass „ 2-E%TERIofl ZONE 3-CORNER ZONE This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/20/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies STRUCTURAL COMPONENT ANALYSIS SHEAR WALL / DIAPHRAGM / COLUMN / RIDGE BEAM THESEDETAILSANDPLANSARECONRDENM DPROPRIETARYMATERIALS THECDNTENTs OFTHISDRAWWGPACKAGE(AMAINCONRDE ANWOBPRIVILEGEDNFORMATON ANY UNAUTHORIZED USE. WaTING,DISCLOSURE, ORDISTNIBUNONOFTHIGPACKAGE, OR ANY OF THE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BYJACOBSEN HOMEG ANO MAYBE UNLAWFUL. THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCED ANO/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBS"HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION D-20-202 V THE APPROVAL SHOWN ABOVE, INDICATESTFmFfWAM`DF THE PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: ❑❑❑❑ G 8' on U. ❑❑,❑ o o NG am m0 ❑❑❑❑ 2020 FLORIDAhREDITIONnAL CODE, / ,,� `; l7 CONSTRUCTION TYPE V-B••O', OCCUPANCY SF No 63802 •; ak TOTAL NUMBER Single St(�Y • OF STORIES: 1 • * • • • `- WIND VELOCITY (mph) Vult (Ultimate) 16 • S • • WIND VELOCITY (mph) Vasd (Allowable Stress) 123.94 �� • .. O R 1 3 • • • • • FIRE RATING OF EXTERIOR WALLS 0 hr. 'N■,A��L�� 2020�LORTiESIbENTIA, CODE, ALLOWABLE 40 7th EDITION € FLOOR LOAD psf ALLOWABLE ROOF LOAD 20 psf N Go SEISMIC LOAD 0% g Jacobsen O 2 > ro MANUFACTURER Homes HIGH VELOCITY NO N R t` HURRICANEZONE V 'A Z 9 i L ID O lJ6 1= cxi Ld a M W pp�� `o Y N n PLAN NO.: G a: IL iu s 2540-0754 (MCP-3736) QQ PLANS COMPLY WITH RULE 61-G20.3 W 3 FOR PRODUCT APPROVAL AND WITH y e THE STATE OF FLORIDA STATUTE 553.842 to 512 g RAISED SEAL, OR DIGITALLY SEALED, M 3 3 SET OF BUILDING PLANS ARE ON FILE I� tTf co I� INTHETHIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. \V THE MANUFACTURER'S DATA SHEET U V •110 AND THE STATE (DBPR) INSIGNIA, SHALL •L E C o $ BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). C Y/ LL. cco�ga L 3 u€e 3 un. C 27a N0. to F:=� HWC Engineering, Inc. Eo9� 1627 South Myrtle AVe. Hit Clearwater, FL 33676 � 5 t (IrZn se4-e151 0 REVISION SCHEDULE: **NOTICE: SECTION 553.60(1)(d), FS, SPECIFICALLY EXEMPTS ® REVISION BY: REVISION DATE: Q STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA Q DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS Q Q HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED and PARTY AGENCY B FOUNDCOMPUANTWITNALL REFERENCED CODES. I n W STATE: STATE OF Florida g DRAWN BY: C. YOUNG DATE: 1/29/2021 U Q a a Q € � BUILDING: 2020 FRC TN EDITION SCALE: Not Printed To Scale MECN.: 2020 FRC 7N EDITION SHEET. S1 PLUMB.: 2020 FRC I.- W € W Q O V N 7m EDITION ? 5DESIGNWINDSPEED-VuR a a O DESIGN WIND SPEED -Vasd: MAXI MUM WIND EXPOSURE CAT.: MAXIMUM MEAN ROOF HEIGHT: BUILDING (RISK) CATEGORY a - IV: 160 mph -Yult 123.941ph-Vasd D i6 II et ENERGY: 2020 FRC 7th EDITION ELECT.: 2017 N.E.C. 0W� 6y ASCE EDITION/VERSION: MAXIMUM SOMALL HEIGHT (Inches): e,o% a ,-.ro. ,..,....... ASCE7.16 108 uropa.ecb K `THIS BUILDING IS NOT A HUD BUILDING* 11W101 It FVFEI FLJC11:1 SITE COMPLETION REQUIRED: 1. ALL REQUIRED STEPS, RAILS, RAMPS, ETC. ARE INSTALLED ON -SITE, BY OTHERS. 2. ANY EXTERIOR WORK COMPLETED ON THE EXTERIOR, AFTER HOME INSTALLATION, IS SUBJECT TO ALL LOCAL CODES AND INSPECTIONS. BY OTHERS. 3. ENGINEERING FOR ALL SITE ITEMS ARE BY OTHERS, NOT JACOBSEN HOMES. ELATING TO A CE S 1 G SHALL BE DESIGNED JACOBSEN HOMES AND ARE B 4. ALL ITEMS R C SIB LTY TO THE BUILDING AND INSTALLED BY OTHERS (NOT J ) SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION (LAHJ). 5. ALL ITEMS RELATING TO THE FOUNDATION / ANCHORING SYSTEM SHALL BE DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN HOMES) AND ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION (LAHJ). j NOTES: 1. ALL STEEL MUST COMPLY WITH ASTM A-36 (36 KSI MINIMUM). I 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN I DESIGNED AND ENGINEERED BY OTHERS. ( 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED n FOR INSTALLATION INTO TREATED LUMBER. SHINGLE ROOF (TYP.) FIBERGLASS SHINGLES: EXTERNAL FIRE - CLASS A; ASTM D3018; ASTM D3462;, CSA 123.5-98; ASTM D3161, CLASS F; ASTM D7158, CLASS H; NYC MEA 130.83-M STD. WINDOW OPENING 7'-1 1/2" TYPICAL — — — — ROOF TRUSS DICLAIMER: 30'-8" WIDE HOMES NOMINAL3/12 = 2.12/12 NOMINAL4/12 = 2.52112 NOMINAL 5 / 12 = 4.35 / 12 ROOF TRUSS DICLAIMER: 26'-S" WIDE HOMES NOMINAL3/12 = 2.45/12 NOMINAL4/12 = 2.91/12 NOMINAL5/12 = 4.35/12 - FOR OTHER HOME WIDTHS - SEE SALES PERSON FLOOR LEVEL — — — — 0E Z g GRADE DETERMINED BY BUILDING Yns ELEV. (ON -SITE, BY OTHERS) MAXIMUM CALCULATED ROOF ANGLE: 200 (IN DECIMAL DEGREES) This item has been digitally signed and sealed by Michael G Tomko, MAX. O.C. TRUSS SPACING 160 mph - Vult = 16 - inches O.C. P.E. On 5/20/2021 Printed copies of this document are not considered signed and P g sealed and the signature must be verified on an electronic copies g Y P "OFF -FRAME DESIGN": THE FACTORY TRANSPORTATION CARRIER ^ IS REMOVED FROM THE STRUCTURE AND 3 12 1 / 2F i 42% _ \ \ 8F IS RETURNED TO THE FACTORY. n F1 1 2 13 IIII 0 _8 IIII IIII IIII IIII IIII IIII IIII III I IIII 3F III I SC 111 111 Olt 111 111 LOOK 1 1 1 7C 3D 111 1D 6C I I 1 WATER LINES AND ELECTRICAL WIRING RUN BELOW THE THE FLOOR JOISTS. 1 I I 10 TAKE CARE NOT TO DAMAGE PLUMBING ANY AND ELECTRICAL COMPONENTS. 1 I 1 9C III 2C 2D 1B 58 48 6B 2B j I B 1B VAPOR BARRIER REQ'D UNDER WHEN THE FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY ALONG WITH THE ARCHITECT AND / OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND / OR THE CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND/OR ANY SYSTEMS RELATING THERETO. ❑❑❑❑ JACOBSEN HOMES :1;; 600 Pakard Court, Safety cr, FL 34695 ❑❑❑ 727- 26-1138 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED. FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - LE; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. CROSS-SECTION DESCRIPTIONS: TYPICAL FOUNDATION / ANCHORING SYSTEM (by others): IA Side Weil Factor (designed and constructed by others); UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL -looters shall be concrete and have MINIMUM dimensions of 20' x 12- Other footer types, sloes, materials, are. maybe Utilized when supported by calculations. ALL foundations SHALL be calculated by a Registered Professional Engimer or Architect. 2A Side Wail Foundation Wail (designed end constructed by others); Joist hangers ARE NOT installed at the factory. the foundation Bo 9 ry Y hall proWtle a MINIMUM of 112' BEARING Isupport for ALL Ioor Joist tall mnnacilona. A MINIMUM of 1 A I foot of ventilation SHALL BE PROVIDED for every 300 sq: foot of AREA (LIWng Space); REGARDLESS of ANY Codes OR Regulations ALLOWING less Ventilation. A STEMWALL IS REQUIRED AROUND THE ENTIRE PERIMETER (SIDE AND ENDS), ALONG THE MATING -LINE, AND BELOW ALL SHEAR WALL LOCATIONS (BEAM REQUIRED ABOVE ALL OPENINGS IN WALL). 3A Pressum treated sill plate AND shims to Insure Ughl connection (by others). 4A RESERVED SA RESERVED 6A Mating-Une Feuer (designed and consWcted by others); UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL foete s shall be concrete and have MINIMUM dimensions of 20- x 12' Omer feeler types, sizes materials, ate. may be utilized when supported by calculations. ALL foundations SHALL be calculated by a Registered Professional Engineer or AlchfleeL 7A MaUng-Line FoundaUon Wall or Pier (designed and constructed by ethers); Joist hangers ARE NOT installed at the factory. Therefore, the foundation system shall provide A MINIMUM of 112' BEARING support for ALL floor Joist/ tall connections. Supports / Anch—shall be provided DIRECTLY BELOW ALL column locations. Openings SHALL be provided to allow eros,wenUI,tI n through this wall. A STEMWALL IS REQUIRED AROUND THE ENTIRE PERIMETER (SIDE AND ENDS), ALONG THE MATING-UNE, AND BELOW ALL SHEAR WALL LOCATIONS (BEAM REQUIRED ABOVE ALL OPENINGS IN WALL). SA A MINIMUM &mil poly VAPOR BARRIER Is REQUIRED to coverall soil BELOW the structure. ALL seams shell he oVadepped AND taped/SEALED. ALL holes /[sore SHALL BE SEALED. BARRIER is REWIRED; REGARDLESS of ANY Codes OR Regulations ALLOWING NO BARRIER. 9A TERMITE SHIELD- NOT SHOWN ON CROSSSECION(by omens); IS REQUIRED BETWEEN THE FOUNDATION AND ANY COMPONENT OF THE STRUCTURE 10A PERMANENT FOUNDATION SYSTEM (by others); Foundation IAncboring System shall comply with ALL State AND Local Code,I Requlm—ate AND SHALL MEET the definition of A PERMANENT FOUNDATION As defined by the LAHJ. Foundation I onModng System SHALL BE designed, cane woh,d and CAPABLE of Uansferdng ALLLoedeshowntY IN th4APPROVED Vacbge.Tne Foundation Sysem SHALL NOT transfsr and /or otherwise INDUCE ANY LOADS ONTO OR THROUGH THE BULDING /Structure. TYPICAL FLOOR SYSTEM: 1B DOUBLE Padmeter Ran/JOIa OR Rim Joist (Joist Hanger is NOT provided at comImdon). 2B Floor Jolts; 200 SPF42, Equal OR BeHeret Is- .,.(ps, APPROVED Censhuctlen Manuel), ALL Floor Widths. For 194' wide floors with SP e2 JOlsts max. spacing Ia 12' o.c. For 184- wide floors with SP 41 Joists, max. sparing Is 1 6' o.c. 3B Sanitary Waste; Drain /Waste/Vent(DWV); Listed PVC or ASS piping con ingu ed per details contained wtthta this APPROVED package, 4B Potable Water Suppy System; Usletl-PEX' water Ilne,. w 11gured Per details contained within this APPROVED package. SB Floorinsuiatlon; Per APPROVED Calculations or Perscripgve Requirements 0"_ Sheathing (Backing); 1922°Minimum TBG-Stu&Floor- or TECO Rated Sheathing. 7B Bone, Board/Moisture Barrier, ALL holes OR tears In the bottom board material SHALL BE SEALED. 8B ACCESS: Stairs OR Ramps; ALL Stairs OR Romps SHALL BE designed and Installed by others- Subject to LAHJ. TYPICAL EXTERIOR WALL: IC 12' MINIMUM Gypsum Penal. 2C MINIMUM 216 Bottom Plate. 3C MINIMUM 2a6Wall Stud. 4C MINIMUM SINGLE 2a6 Top Pla,(when studs and trusses ALIGN Par MANUAL). SC Typical Header 6C Typleal Sill Ptate(betow opening). 70 Typo Widow or Door(Floddo Product Approval loon file with Approval Agency). BC Wall Insulation P Per APPROVED Calculations or Perscrl live Requirements. . Vapor Barrier. by Kraft Basked Insulation In wag cavity. 9C Minimum 7/I6' Rated Sheathing (Extorter of wall). ,go Listed House Wrap and TAPE as required by siding Ilstirig and Instructions 11C Listed Exledor Wall Covering/Material. TYPICAL MATING-UNE WALL• 1D 12' MINIMUM Gypsum Panel. 2D MINIMUM 2X4 Bottom Plate. 30 MINIMUM 2x4 Wall Stud. 4D MINIMUM SINGLE 84 Top Plate (when studs end Wsse. ALIGN per MANUAL). 50 Typical Header(Non-Load Bearing- Bearing Provided In Roof). TYPICAL INTERIOR WALL: 1E 12' MINIMUM Gypsum Panel. 2E MINIMUM 2a4 Bottom Phd,. 3E MINIMUM 20 Wall Stud. 4E MINIMUM SINGLE 2x4 Top Plate (when stud, and troeees AUGN per MANUAL). SE Typical Header (Non4—d Bearing). TYPICAL ROOF SYSTEM: I 12' MINIMUM high Strength Gypsum Panel (Sprayed -On Vapor Barter). 2F UstedI Engineered Trusser(Spacing per Engineered Design/Wind Speed/Exposure). MAXIMUM Roof Angie and Trues Spacing(,) are shown ABOVE the Typlcal Cross Section. . Hinged Was shown In the cross U,n, but other n,whinged trusses may be, Installed. 3F LVL or other Approved Ridge Beam (Required over OPEN SPANS ONLY). 4F Single 2x Truss Perimeter Rail/Rim Rail. SF Roof Insulation; Per APPROVED Calculations or Perseriptive Requirements. 6F Cap KEY Truss OR Framing (Hinged Roof Systems ONLY). 7F Lower Rao1 Ventilation (typically provided by save, but vents on roof may also be U38dJ. BF Upper Roof VanUlflon (typically provided by save, but Vents on roof may also be used). 9F MINIMUM 1x Sub -Fascia. 10F 'ADD -ON' EaVes; Per Construction Manuel. TYP. CROSS-SECTION (OFF -FRAME) 12F RAW U,d l,ym,�OmtalledpTMS Nan R90�5 'vie 2020 FRC, 7th EDITION y0= m = J W Q W 0 U yam ¢oV 9F OWa a�01 wa tDJOr f Wm2 11 ¢w¢ Way �yW 0 Ic2LL O () 9C a Y ' Y U IH... Z Q W Q �z €IE VAPOR BARRIER REQ'D UNDER STRUCTURE 13F Llsled Roof Covering. FOR SPECIFIC INFORMATION NOT COVERED IN THESE APPROVED PLANS, 14F ListadHVACDUct Sy,Mm. REFER TO THE APPROVED CONSTRUCTION MANUAL. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: RESIDENTIAL (MOD.) PACKAGE 7thEDITIONARESIDEN„ALCODE, ,apR01 Cross -Section (OFF-Frame) PIER / ANCHOR REQUIRED BELOW COLUMNS TNESEDETAILSANDPLANSAREWNFIDF ANDPROPRIETARYMATERIALS THECONTENTSOFTI11SDRA GPACKAGECONTAINWNRDEmIALAND/ORPRIVILEGEDINFORMARON. ANYUNAUTHORDEDUSE,COPYING,DISCLOSURE,OROL lBUNONOFTI11SPACKAGEORANY OFTHE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERALS ME PROVIDEOTO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED, OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORQATON FROM JACOBSEN HOMESTHIS DRAWING PACKAGE AND ALL "CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSENHOMES. ALLRIGHTSRESERVED. COPYRIGHT 2021 )— 20— 202 N THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION CONSTRUCTION TYPE V-B OCCUPANCY S D Single TOTAL NUMBER 1 OF STORIES: WIND VELOCITY (mph) Vult (Ultimate) 1 WIND VELOCITY (mph) e Vasd (Allowable Stress) 123.94 FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 psf FLOOR LOAD ALLOWABLE 20 ROOF LOAD psf SEISMIC LOAD 0% g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO.: 2540-0754 (MCP-3736) PLANS COMPLY WITH .RULE 61-G20-3 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 653.842 RAISED SEAL, OR DIGITALLY SEALED, SET OF BUILDING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). 272 HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727)584.8151 **NOTICE: SECTION SSAeO(1N0), 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 AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3M PARTY AGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES. LU STATE: STATE OF $ Q Florida O BUILDING: 2020 FRC € Y QQ 711, EDITION CL MECH.: 2020 FRC J = 70, EDRION R PLUME.: 2020 FRC 7thEDITION I-- W tZ Q S ENERGY: 2020 FRC w 00 v 7th EDITION � O W ELECT-- 2017 N.E.C. it 'THIS BUILDING IS NOT A HUD BUILDING' ❑❑❑❑ 0 7y� ❑■,❑'E L ❑❑,❑ W YIN f7 mash ❑❑❑❑ Q .12 .E. SEA �.%j1- GuT#ff 1+P•• ti.- G; G E N SF; .% 0 i No 63802 • �� e .....0 R 11 • �� 2020 FLOg�ROAL CODE, 7th EDITION Go Go L'9 t0 O Z Ito N (NTp O waA�i •V O y Z O ... O N A c ~V s v W (D R IA M E � m j <�I M U. 911 CC �_ 0 IL �- V I,. U. 0�' Q m : A. agi X7 N L Fji =V1 V e=_ /I REVISION SCHEDULE: /#\I REVISION BY: REVISIT ON DATE: 1 DRAWN BY: C. YOUNG DATE: 1/29/2021 SCALE: Not Printed To Scale SHEET: S2 DESIGN WIND SPEED-VuIU 16OmPh-Vi1t DESIGN WIND SPEED - Vasd: 12394 mph- Vevd MA)(IMUMWINDEXPOSURECAT.: D MAXIMUM MEAN ROOF HEIGHT: 15 BUILDING (RISK) CATEGORY O -M: 11 ASCEEDmON/VERSION: ASCE74 Y MAXIMUM SIDEWALL HEIGHT (Inches): to: MODEL• MCPJ]s6 wu .J U Q D F F J J a= R C a L w S C fA F L oD F- u u wa LL wC ' y c J Q C U. Z f O� 160 Ilia L4ae/Fora rorormauon X B C D Mln. TOTAL UPiln Force PILE J OESCR. Force (Ractlng Loss) fxeaa 0 Design) ^� N SSWt 5189 1318 146 = am 4747 1042 116 Q W 0 ESW3 013 M28 259 ESW4 013 2a06 312 W m W E WQ W 1a NA D o NA 0 0 NA 0 0 NA 0 0 NA 0 0 NA 0 1 0 160 TYPICAL FOUNDATION/ ANCHORING SYSTEM (by others): 1A Side Wall Tooter (designed and constructed by others); ' ❑ ❑ ❑ ❑ UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, 4A RESEED THE MATING -LINE, AND BELOW ALL SHEAR WALL LOCATIONS (BEAM REQUIRED ABOVE ALL footers shall be concrete and have MINIMUM dimensions of 20° X 12° Other looter Types, sizes, materials, ate, may be utilized when supported by Calculations. 5A RESERVED 6A Mating -Line Footer (designed and constructed by others); 20° X 12' ALL OPENINGS IN WALL). 8A A MINIMUM 6-mil poly VAPOR BARRIER Is REQUIRED to cover all sell BELOW the structure. ❑❑■❑ ALL foundations SHALL be calculated by a Registered Professional Engineer or Architect UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL seams shall be overlapped AND taped/SEALED. ALL holes/ tears SHALL BE SEALED. ❑„❑ 2A Side Wall Foundation Wall (designed and constructed b others); ( 9 Y ), Joist hangers ARE NOT installed at the factory. the foundations stem 9 ry Y shall provide a MINIMUM of 1 1/20 BEARING / support for ALL floor Joist/ roll connections. ALL rooters shall be concrete and have h MINIMUM dimensions of n Other looter es sizes materials, types, al , etc, maybe utilized when supported ee calculations. ALL foundations SHALL be calculated by a Registered Professional Engineer or Architect. BARRIER IS REQUIRED; REGARDLESS of ANY Codes OR RegulationsALLOWING NO BARRIER. 9A TERMITE SHIELD BETWEEN HE F ON FOUNDATION AND N (by others); IS REQUIRED BETWEEN THE FOUNDATION AND ANY COMPONENT OF THE STRUCTURE. A MINIMUM of 1 sq.-foot of ventilation SHALL BE PROVIDED for eve 300 :foot of AREA every sq Llvin S ace • REGARDLESS of ANY Codes OR Regulations ALLOWING less Ventilation. ( g p ), Reg i ALL IN 7A Matin -Line Foundation Wall o ' g I r Pier (designed and constructed by others); Joist hangers ARE g NOT Installed at the factory. Therefore, the foundation system 10A PERMANENT FOUNDATION SYSTEM (by others); Foundation /Anchoring System shall comply with ALL Slate AND Local Codes lRequirements ❑ ❑ ❑ ❑ A STEMWALL IS REQUIRED AROUND THE ENTIRE PERIMETER (SIDE AND ENDS), ALONG shall provide a MINIMUM of 1 1120 BEARING / support for ALL floor lot st!rail connections. AND SHALL MEET the definition of a PERMANENT FOUNDATION as defined by the LAHJ. THE MATING -LINE AND BELOW ALL SHEAR WALL LOCATIONS (BEAM REQUIRED ABOVE ( ALL OPENINGS IN WALL). 3A Pressure treated sill plate AND shims to insure tight connection (by others). Supports shall be provided pp pr Ided DIRECTLY BELOW ALL column Iocatlons.Openings SHALL be provided to allow cross -ventilation through this wall. A STEMWALL IS REQUIRED AROUND THE ENTIRE PERIMETER (SIDE AND ENDS), ALONG Foundation/Anchoring System SHALL BE designed, constructed and CAPABLE of transferring ALL Loads shown WITHIN this APPROVED package. The Foundation System SHALL NOT transfer and/ or otherwise INDUCE ANY LOADS ONTO OR THROUGH THE BULDING / Structure. JACOBSEN HOMES OFF -Frame ** DO NOT CUT OR NOTCH FLOOR JOIST(S) DURING INSTALLATION ** (:Mw:) 141-4 1/211 Load/Force lnlo 11— Load/ Fora lnfonnall- I�/I I 1 MIN. MIN. UPLIFT COLUMN ¢ UPLIFT COLUMN f LOAD PIER LOAD PIER O Z (Pounds) Capa4Hy i (Pounds) Capacity IM EW (Pound.) (Pounds) ..sa . 13 = FOUNDATION NOTEi 2 1. 14 a 2 THE REVIEW AND APPROVAL OF THIS 3 15 W FOUNDATION PLAN IS SUBJECT TO THE 'a 3 LOCAL BUILDING DEPARTMENT HAVING a 55 17 1 JURISDICTION. UJ 6 8 m a 7 9 CC A SINGLE PIER MAY SUPPORT MULTIPLE ITEMS WHEN SUBSTANTIATED BY ENGINEERING CALCULATIONS AND DESIGN. - 9 21 7'-9 3/11311 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/20/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies LOOK (2 ) WATER LINES AND ELECTRICAL WIRING RUN BELOW THE THE FLOOR JOISTS. TAKE CARE NOT TO DAMAGE PLUMBING ANY AND ELECTRICAL COMPONENTS. fu # PIER REQUIRED BELOW EACH SYMBOL IN ALL CASES, A PIER IS REQUIRED TO BE INSTALLED DIRECTLY BELOW ALL COLUMN LOCATIONS, BELOW EACH END OF A PERFORATED SHEAR WALL, BELOW THE END OF EACH SHEAR WALL SEGMENT (WITH SEGMENTED SHEARWALLS ONLY) AND BELOW ALL CORNERS OF EACH FLOOR SECTION. 1 23 # PIER REQUIRED BELOW EACH SYMBOL ALL CORNERS OF A PORCH, RECESSED ENTRY, AND / OR ANY BAYS SHALL BE SUPPORTED BY THE FOUNDATION AND SHALL NEVER BE CANTILEVERED. r - 24 ❑ ❑ JACOBSEN HOMES 160 mph - Vult Add'I Req'd Load (plf) AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: Symbol / Description 2020 FLORIDA RESIDENTIAL CODE, 600 Packard Court, Uplift (plf) Gravity (plf) 160 ❑ ❑ ❑ ❑ 7th EDITION ❑ Safety Harbor, FL 34695 727-726-1138 EW Exterior Wall 332 585 ❑❑❑ THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS. BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). ANY ATTACHMENTS) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND / OR INDUCE ANY LOADS AND/ OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. 4 AO Mating-Line Opening NA 1100 ❑ ❑ ■ ❑ L� Mating -Line Wall 510 1100 680 Porch SIDE WALL NA NA Add'I Lateral Load ❑„❑ I:E:> Recessed Entry NA NA Base of ALL Ext. Walls ❑ ❑ ❑ ❑ Misc. Other Load NA NA I� Main I -Beam NA NA THESE DETAILS AND PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OFTHIS DRAYANG PACKAGE CONTAIN CONFlDEMWL AND/OR PRIWLEGED INFORMATION ANY UHUmH0RIzED USE, COPYING, DISCLOSURE.OR DISTRIBUTION OFTHIS PACKAGE, OR ANY OF THE CONTENTS CONTAINEDTHERBN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTHERVASE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES.THIS DRAWING PACKAGE AND ALL ITS CDNTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSENHOMES. ALLIUMMIRESERVED. COPYRIGHT 2021 WLLI CCW 0 J �S Cn °_ Wes= m Zf Q W W Z a )am V � U 02a LU Q. = J W Q LU 0 LU M OJ I— LU LUmZ CC LU saw air- F=-JW IM Ix M O U� QaW O Z F- cc �LL� THEAPPROVALSHOVM ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALLSPECIFICATONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION CONSTRUCTION TYPE V—B 4 OCCUPANCY SFD -ft Single TOTAL NUMBER OF STORIES: WIND VELOCITY (mph) Vult (Ultimate) 6 WIND VELOCITY (mph) Vasd (Allowable Stress) 123.94 FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 psf FLOOR LOAD ALLOWABLE 20 ROOF LOAD psf SEISMIC LOAD 0% g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO.: 2540-0754 (MCP-3736) PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, SET OF BUILDING PLANS ARE ON FILE INTHETHIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). U172 HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727) 584-8151 **NOTICE- SECTIONS63.80(7)(d). FS, SPEGTTCALLYEXEMPTS 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 AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3M PARTY AGENCY a FOUND COMPLIANT WITH ALL REFERENCED CODES. W STATE: STATE OF Florida $ 2020 FRC 7th EDITION Y UBUILDING: a a IL MECH.: 2020 FRC Q7th EDITION a PLUMB.: 2020 FRC € (— LU W 1 0 V Tih EDITION ENERGY: 2020 FRC a ,^ LU 70, EDITION f i ELECT.: 2017 N.E.C. cc `THIS BUILDING IS NOT A HUD BUILDING' ❑❑❑❑LU W 0 V ❑■,❑ LU u5 x U LL V LU o ❑❑FF a!to m I 24 w m n Oo 0 U a a e .`GENS,•.••,t�i��l � F •�� 2 No 63802 '. lk— •� s.4 r 1 r��is ��O N'',,A�-�� 2020 FL )IMI UAL CODE, 7th EDITION N Do to Q/ Z° ' to N O 1O N i cis J Z G to O W E 4) E L PH ?933 ti s;€ CM LL LL 9W� �mo Mi O d' 0 <I= LL O Cm LQ a 96 N ; � g f o U. €vg¢ REVISION SCHEDULE: //�� /R\ REVISION BY: REVISION DATE: DRAWN BY: C. YOUNG DATE: 1/29/2021 SCALE: Not Printed To Scale SHEET: xi oI 0 DESIGN WIND SPEED VIM 160 mph -Vult ; DESIGN WIND SPEED -Veld: 123.94mph-Vectl MAXIMUM WIND EXPOSURE CAT.: D MAXIMUM MEAN ROOF HEIGHT: to BUILDING (RISK) CATEGORY p -Rq: II -1 ASCE EDITION/VERSION:ASCE7.16 MAXIMUM SIDEWALL HEIGHT (Inches): 108 MODEL• ., ..,-,.sees. MP C3736,..,.e.,,°r zi