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HomeMy WebLinkAboutLetter Of ApprovalRECEIVED Nov 12 NZI REVIEWED FOp Lucie County CODE COMPLIANCE s` Permitting ST. LUCIE COUNTY SOCC FILE COPY ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING November 3, 2021 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N & Occupancy: MICP-3871; SFD HWC Plan#: 2540-0813(MICP-3871) 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 with 2021 Supplement 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, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584.8151 FAX: (727) 586-=3 / (727) SW2392 1 (727) 587-0447 Muduhr DMPW Imp.alon 0 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: FOR-Do-MAYBES- THIS'ENGE�EF°°RP°°mINPKGL • 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 REOWENTS). 8. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEM(S). 9. ANY PORTABLE FIRE EXTINGUISHERS AND/OR FIRE SUPPRESSION E () SSION SYST M(S). 10. ELECTRICAL SERVICE (INCL. FEEDERS) AND ALL CROSSOVER CONNECTIONS ON MULTI -SECTION BUILDINGS (INCLUDING ANY REO'D BONDING/GROUND). 11. ALL UNFINISHED DRYWALL- COMPLETE PANEL FASTENING, TAPE, & TEXTURE 318" NAILS = 6" O.C. MAX.; 3/8" SCREWS =12" O.C. MAX.; -UNFINISHED ONLY. 12. STRUCTURAL & AESTHETIC INTERCONNECTIONS BETWEEN MODULES/SECTIONS. 13. GABLE END FRAMING (WITH HINGED ROOF SYSTEMS ONLY). 14. EXTERIOR SIDING (INCLUDING BONDING OF METAL SIDING TO GROUND). 15. EXTERIOR WALL FINISH (ENDWALLS AND PORCH AREAS). 16. EXTERIOR FASCIA/SOFFIT 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 - PER R301.2.1.2. 23. DRYER VENTING: DRYER VENT SHALL EXHAUST TO OUTDOORS - PER FBC 1502. 24. ANY REQUIRED BLOWER DOOR OR DUCT TIGHTNESS TEST. 25. CROSSOVER CONNECTIONS (HVAC) AND REQUIRED FRESH AIR INTAKE. 26. AIR CONDITIONING & HEATING SYSTEM (REFER TO FLORIDA ENERGY CALCS FOR MIN. 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. INSPECT/COMPLETE ALL EXTERIOR SIDING AND ROOFING - SEAL AS REO'D. 29. HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE ON -SITE, BY OTHERS. 30. "BUILDING ADDRESS" AS'REQUIRED BY FBC R319.1 SHALL BE INSTALLED ON -SITE, BY OTHERS. 31. REO'D GRAB BARS & ANY OTHER ACCESSIBLE FEATURES THAT ARE REO'D. 32. TANKLESS WATER HEATER ITEMS INSTALLED/INSPECTED AT THE FACTORY; LOCAL APPROVAL IS NOT REQUIRED. GENERALNOTES:11 OR COASTAAL°ME-- AREA TO NOTE BELOW.ODZONE' 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) SHALL/MUST 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 EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM TO CODES & 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 SIGN(S) AS REQUIRED BY PAC RULE 69A3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY OF THE BUILDING OWNER. ❑❑❑❑ JACOBSEN 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. 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 Ell 7. Electrical Plan E2 8. Electrical Plan Opt: 1 E3 9. HVAC System Layout -1 M1 1 o. HVAC System Layout - 2 M2 11. Potable Water System Pi 12. Sanitary Waste (DWV) P2 13. Structural Design Tables S1 14. Cross -Section (On -Frame) S2 1s. Foundation Loads (On -Frame) X1 16. 17. This item has been digitally signed and sealed by Michael G Tomko, 1a. 19. P.E. On 11/3/2021 20. Printed copies of this document are not considered signed and 21. sealed and the signature must be verified on any electronic copies 22. 23. 24. 25. 26. ATTACHMENTS: 1. DBPR Certification Letter - 2. Raised Seal Letter - DBPR 3. Florida Energy Cale - ZONE 1 4. Florida Energy Cale - ZONE 2 s. HVAC Calculation - ZONE 1 (Air Handier) 6. HVAC Calculation - ZONE 1 (Package) 7. HVAC Calculation - ZONE 2 (Air Handler) e. HVAC Calculation - ZONE 2 (Package) 9. Approved / Listed / Sealed Truss Print(s) 1o. Local Product Approval Strap YIELD Tests 11. 12. C Digitally signed by 13. 14. kMichael G Tomko 15. + 16. bate:.2021.11.03 17. 08:48:07-04'00' 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. (D COPYRIGHT 2021 STRUCTURAL LOAD DESIGN CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Incl. 2021 Supplements Florida PRODUCT APPROVAL PRESSURES ARE BASED ON -.ALLOW. STRESS DESIGN (Vasd) 2020 FLORIDA RESIDENTIAL CODE, WIT EDITION - Incl. 2021 Supplements DESIGN WIND SPEED: 170 mph l -Vult COMPONENT AND CLADDING PRESSURE ZONES NEAN ROOF NDGNT: BUILDING 13mph. CA 75-feet BUILDING (RISK)N)CAT. 6-Ivl: 11 a a a a III=..II I�=�I�{I IF..=III WI NO E%POSUEGISGU: 1NECD w7AX..-TRNALPRESS.COEFF.: GCple0.- (EnclD3ed) MAXIWYCALCULAIED ROOF ANGLEryEG): 16.1' MAX. ROOF PRCN (RISE): ].45'/12' 7�' O O O O O O w 3e 2n 3r 3r 2n 3e ID DESIGN WIND PRESSURES FOR ULT. DESIGN WIND PRES. NOM. DESIGN WIND PRES. COMPONENTS AND CLADDING: STRENGTH DESIGN Volt ALLOW. STRESS DESIGN V•W Pr= ROOF C&C LOADS ®Q zr zr (D 2e Note: a = 4 feet in ALL cases EFFECTIVE WIND AREA= 10 SO.FT. 57.09 PSF-1:1.12 PSF 34.25 PSF -84.67 PSF ZONE 1 . ZONE 2e = 57.09 PSF-141.12 PSF 3425 PSF -84.67 PSF ZONE 2r - 57.09 PSF-206.05 PSF 3425 PSF-123.63 PSF ZONE 2n = 67.09 PSF-206.05 PSF 34M PSF-123.63 PSF ZONE 3e= ZONE 3r - 57.09 PSF-206.05 PSF 57.09 PSF .244.76 PSF 3425 PSF-123.63 PSF 3425 PSF-146.85 PSF XE 3e O 3r O O 3e 101 P. = WALL C&C LOADS I I I I� EFFECTIVE WIND AREA. 10 SO.FT. Wall/Siding aa a s .8 76.44 PSF 281 PSF 45.86 PSF 39.69 PSF ZONE4= (I (I ZONE 5. 76.44 PEP-102.41 PSF 45.86 PSF -61.45 PSF Pw = WALL C&C LOADS AREA :S 20 so.Fr. Single Window 73.01 PSF -79.31 PSF 43.81 PSF -07.63 PSF ZONE 4= ZONES= 73.01 PSF _SS .. PSF 43.81 PSF -57.18 PEP PW = WALL C&C LOADS O a O5 AREA < 50 SG.FT. Door / Dbl. Door / EGO 68.36 PSF -74.97 PSF 68.36 PSF 36A9 PSF 41.01 PSF -04.98 PSF 41.01 PSF -51.89 PSF ZONE:. 20NE6= O Oq .y a ° ° 170 mph - Vult PORTION OF FIGURE R301.2(7) M RH - 15-feet FROM THE FLORIDA RES. CODE (REFER TO FRC FOR FULL DETAILS) ll 96' TYPICAL FOUNDATION FOUNDATIONDEIGN/ONSRURONOSE BY OHERS ur Y®ON-P. TYPICALFOUNDATIONVENm N AND IS SUBJECTTO LOCALCOOES AND INSPECTIONS (LAH6. S2ED AND LOCATED PER ENGINEERED DESIGN, TIE410WT/ANCHORING DESIGN CONSTRUCTION GWSIIE, BYOTNERS GY-OTHERS. SEE NOTES FOR MINIMUM REoMENTS. AND IS SUBJECTTO LOCALCODES AND INSPECTIONS (LAHJ). STEM WALL FOUN°ATION SHOWN -OTHER FOUNOATTON TYPES MAY BE URL-D. STAIRS/STEPS,MuLS,EFc.,ON-SnT.BYGmER& ALL FOUNDATION SYSTEMS ARE SUBJECTTO APPROVAL BY THE LAHJ. I AREA RESERVED FOR LISTING 2 20 FLORIDA RESIDENTIAL CODE, APPROVAL S PP 'RO �/FO RESIDENTIAL (MOD.) PACKAGE • r tws 11-03-21 plan, 4o. 2540-0813(MICP-3871) t7y Cover Sheet / INDEX Approved 13y $ �f S, i ['+` 3 FV CD 11-03-2021 O `L Wa 'Ir ~ 831 Sq. Ft. MCotiqliar Bt$ildln9 Puns allirY�s� 'LF �O Florida license NO. SMRAP -ESE DETADSANDPLANSARE CONnDENMLANDPROPRIETARYNATERIALS THECONIENIS OFTHIS DFU-NG PACKAGE CONTAIN CONSDENIALAHD/OR PpWILEGEDINFORMATION ANY UNAVINDRMED USE,COPYING,DISCLOSURE,OR DISTRIBUTION OFTHIS PACNAGE,OR ANY C,q RTER S' OFTHE CONTENTS CONTNNED TNEREW,IS STUCTLY PROHIBITED BYJACOBSEN NOMES qNO MAY BE UNLAWFUL THESENATERWLSAREPROWDEDM-.RECIPIENTFORSPEgnCPURPOSESONLYANDSIULLNOTeESCANNED,COPIED,OROTIIERWISEREPRODUCED mma EAPPROVALSHOWNABOVE, INDICATESWATREVIEWOFTHEPL.A SPECIFICATIONS DISFRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUIHORDATTON FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 I THCONTAINED 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 - Incl. 2021 Supplements 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-B SFD Singleo�St Is.X 1 170 131.68 0 hr. 40 psf 20 nsf U /O Ay Jacobsen Homes NO PLAN NO.: 2540-0813 (MICP-3871) PLANS COMPLY WITH RULE 61-G2G3 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). al"We HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 V27)584-8151 "NOTICE: SECTION 553.80(1)(d), PS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BYTHEFLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3,d PARTY AGENCY & FOUND COMPLIANT WITH ALL REFERENCED WOES W STATE: STATE OF aFlorida BUILDING: 2020 FRC Y U € Q_ Q EDITION- IneL V21 SupPNmeeta � � MEcH.: 2020 FRC a w = T EDITION- Inc1. 2021 SUPplememe c Q PLUMB.: 2020 FRCLL, EDITION Zf- W n € Q - Inel. 2021 SVVPIeft ENERGY: 2020 FRC EDITION -Md. 2021 Supplements G_ U 711 w w O ELECT/ 2017 N.E.C. fr 'THIS BUILDING IS NOT A HUD BUILDING' ❑❑❑❑ 0 =M ❑0\❑ z E o ; ❑❑,❑ O O T11 n m 0 P.E. SEAL' ,,,,�411111111II�,,I cENs We •• No 63802 • .......... . R••'•• 2020 FF4DOE, 7m EDITION - Incl. 2021 Supplements N O DO O O Z d > (D N 10 :C 2 y CD z T J V Oa.j y ... L Ci Lap N O t a 00 s€Fn M W z cc a a v 4% DE`2 Lj T Cl)oo o� � E O 0 a i a3 L0 V mS tV a<p: W. $a�8 /n� //�� REVISION SCHEDULE: REVISION BY: I REVISION DATE: DRAWN BY: D. HULL DATE: 1/29/2021 SCALE: Not Printed To Scale SHEET: DESIGN WIND SPEED-VVIU 170 mph-Vult DESIGN WIND SPEED-V-d: 131.63mph-Vecd N S MAXIMUM WIND EXPOSUREFREIGHT: D MAXIMUM MEAN ROOF HEIGHT: 15 BUILDINGIONI ERS ON; ASIDE 6 } MAXI EDITUMSIDE CATEGORY ASCE 7-16 i MAXIMUM SIDEWALL HEIGHT (Inefws): f08 5 + O SHEAR WALL ANALYSIS i 170 mph •Vult pmwM61�,- g M" � "m o�s� epA RYIwER: Mvenun AeHAn6N p*s�-.} 170 mph - Vult PERF. = c F. 1 a a; I =.a I Pisl e I I I I n Wall Construction ) I cKT Strapping Connections t0 omrymM ca..ad-Ryneimx so.0 X �^' G. e.B OSHEAR WALL JOIST ANALYSIS 170 mph - VulI u.m,n�� noewu�ixelaxrmme'�, 'r 'v ar Nrp0a4ml-u u.H.vv„ w'Mw o emoau u cATa°°m (e2c1: soARwAu pse0. OHT TeT— 5 BBAxm s�rTrP6 E 39'-0' This item has been digitally signed and sealed by Michael G Tomko, P.E. On 11/3/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 5'-3 1/4' 4 1/2' 5'4 4 1/2 411/�_ 5/8" TYPE 'X' - EXTERIOR GRADE - GYPSUM THIS ENTIRE SIDEWALL (EXTERIOR) BUILD ALL WALLS 108" HIGH 11 128-61/2' 21'-5 3/4' 21-T --{ 1 1"20' p 17-113/4" 19'-10' 25'-31/2' I V_ M-r 67' � PREP. FOR �- -- (2) 30 1/2' X 60 1/4' - ------ 1 HIGH IN CAB 1 LOW IN CAB ----- 1/2 1 HIGH IN C B X 40 1/4' --- -- - I 3 HAND 'I 00 -BO%� r�D I 15 AMP/ UNDE 42WIRE FLOOR II ---IT �`--Jj �I DNV +Q DINING I �'�----==== - -- - I o I rc 79.5 5ARhy� / _ < O11 Oil C/) I N \ N i _ i \ {}�s- HL `1 I I IYYY i ' O W _ s I 1 L---------- W/ SCREEN I R r, 3 \ 145 1/4' �- ❑1 ` HITCH 1 � \ \ PREP � 1 85" FAN PREP`I IN Imo. - LIVING RM. \ \ 152 r-31/4' 10'-51/2' TANKLE55 WH 30 1/27 X 121/47- --wit- 301/2' X 40 1/4 ------ 301/2' ® i 60' HIGH \ I WHEN ANYEXTERIOR DOOR(S) SHOWER IS(ARE) INSTALLED ON -SITE, PREP ON SREBYOTNERs — I \ BY OTHERS: THE DOORS) SHALL _ \ COMPLY WITH ANY/ALL EGRESS, 1 V- I en I 167 I \ ALL UGWANDVENT, AUMND LOADING REQUIREMENTS, AND FLORIDA PRODUCT APPROVAL O OG FAN PREP.I GNSRE, 9Y OTHFAS). #1 �EDRDOM #2 I f� W/C \ / 94 6m/ \ I a x STK W!D 1 Oo 32 e�i 60" HIGH ^ PREP T.VJPH. p D 2 I // /A--____-_- HIGH SIDE — T.VJPH. qp 8131- 0 60' HIGH • ) AMC81 32 �jACBEDROOM I 361 / Y fS 31'-10' —1 („ ..nag( 111 ) S24 —2— TA I301/2' X 60 1 4' qp 30 1/z' z so 1, I 8'-51/4' 19'-11/4' 2 22'-4 3/4 — BUILD ALL WALLS 108" HIGH 6' 14'-71/2' \ 1 69" FAN PREP.i 12 # 2 28'-9° MH T. I O I Er—5 I I f4 301/z�X40 1 4' 36 1/Y X 60 1/4' 24' ClF29AR-11 1/4' - I 41'-4 3/4' 2 30-9 3/4' 43'-9 1/4' r_r 13'-5 1/2' V_T 412' 412' ROOF = R-30 WALL = R-19 FLOOR = R-22 (UHL R-111 t ON -FRAME (2x8] I I 4 D IMPACT WINDOWS (CHECK SALES ORDER] I 1 I ROOF SHEATHING SPEC. ROOF SHEATHING w FASTENING (SEE O.C.) I I SIGNATURE-„�, Ij 2x8 JOISTS I I 4 Mo �E 1 I oN, ... ALL 1-BEAM (CHASSIS) LOCATIONS SHALL HAVE PIERS ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION AND TIE -DOWNY SYSTEMS ARE BY OTHERS [NOT JACOBSEN). JACOBSEN HOMES - MODULAR IMP-MR021 Series: Signature -IMPERIAL FRC Version: 2020 FRC Model Number: MICP-3871 Approval Number: 2540-G813 (MICP-3871) Design Wind Speed (Vult): 170 mph - Vult Wind Exposure Category: D Mod. / Foundation Type: ON -Frame Notes: ON -Frame: Chassis Is a structural component of the floor system. DO NOT REMOVE LISTING AGENCY ❑❑❑❑ W APPROVAL ❑0®❑ 0 "LL ❑❑®❑ 1U.9 a°n THIS DRAWING PACKAGE COMPLIES max N WITH THE FLORIDA MANUFACTURED LE ❑ ❑ ❑ Q e N n BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, P.E. SEAL: { - it 7lh EDITION - Incl. 2021 Supplements ,j " 1�176 CONSTRUCTION TYPE V-13 `� : � �G E N s -.4v, �I OCCUPANCY SFD No 63802 a k=• TOTAL NUMBER Single Sto + $ gr WIND VELOCITY (mph) Vult (Ultimate) 170 r S� . 1 WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 J �� O R %FIRE RATING OF EXTERIOR WALLS 0 hr. 20 F s/O•� DE,, ALLOWABLE 7th EDITION- Incl. 2021 Supplements FLOOR LOAD 40 psf ALLOABLE ROOF LOAD 20 psf GO C1) SEISMIC LOAD 0% g (D Jacobsen O Z > to MANUFACTURER HDnIeS " w U, i rn HIGH VELOCITY NO Z 5 2 N Z r HURRICANE ZONE `` C m v O LLi V N N CC p O Y n PLAN NO.: G Q. 12 Vn W 2540-0813 (MICP-3871) PLANS COMPLY J WITH RULE 61-G205 c FOR PRODUCT APPROVAL AND WITH e3 THE STATE OF FLORIDA STATUTE 553.942 �� w m Iy�� RAISED SEAL, OR DIGITALLY SEALED, °c y F Y SET OF BUILDING PLANS ARE ON FILE Go 2. IN THE THIRD PARTY LISTING AGENCY'S M 2. R.c� A OFFICE AS DIRECTED BY FLORIDA DBPR. I.i. ❑ m R. m THE MANUFACTURER'S DATA SHEET i 9 AND THE STATE (DBPR) INSIGNIA, SHALL C Q E z s BE PERMANENTLY MOUNTED TO OR KLI vi L ii i ABOUT THE ELECTRICAL PANEL (COVER). O M O e< g m LL. C LL W�3� In o 4V i=<o( HWC Engineering, Inc. W 1627 South Myrtle Ave. Clearwater, FL 33576 (727)584-8151 REVISION SCHEDULE: x — FOUNDATION PER FBC AND STD. ENGINEERING PRACTICES. O 1/29I2O21 75' - 2° 21' - 4" "NOTICE' SECTION soxo(1)(d), FS, SPECIFICALLY EXEMPTS REVISION BY: REVISION DATE: STATE APPROVED MANUFACTURED (MODULAR) Q BUILDINGS, BEARING THE DBPR INSIGNIA. FROM Q - FURTHERPLAN REVIEW BY LOCALCODE ENFORCING • 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) ATTESM THAT THESE PLANS HAVE BEEN REWEWED AND THE BUILDING... BEENRA Q THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -SITE, FOR COMPLIANCE WITH CH 633 FIRE SAFETY CODE IN.PECIED BY A STATE APPROVED 3rd PARTY AGENCY A FOUND COMPLIANT WIT. ALL REFERENCED CODES. . ❑ ❑❑ ❑❑■ ❑„�: ❑❑❑❑ JACOBSEN HOMES 600 Packard Court, Safety Harbor, FL 34695 727-726-713e RIDGE BEAM ANALYSIS - 01 thru 09 NN COL SPAN 6PAN-No— anN.L NDM (E Q IWHT 1196DE (b„ ae Gas n"' (Feed (F.W UST 6PAN RIGHT SPAN 1 - 12.OB NA 12 _ 0 2 12.08 12 NA h 3 NA NA T 4 - - NA NA _ _ S NA NA 8 NA NA '7 RIDGE BEAM ANALYSIS -10 thru 18 sPAry SPAN MPLN«wNAL COL Mua NOMNAL N6xL LIIT RIGHT Re 6"E""' Re_Z) (Fwll lF-q LEFT 6PAN NGHTSP 10 - NA NA _ _ Q 11 NA NA ^ 12 - - NA NA r 13 - - NA NA _ _ 14 NA NA 15 NA NA 0 (� T_ COLUMN ANALYSIS - 01 thru 09 COL oat NUNeER ouAwnrr sTuo EN,NG soF s,:E DFApa "U TUOS TYPE BBLOCK s-,e 1 2 2K4 N 3 2 3 2.4 N 3 3 - - 4 - - - _ = 5 6 1:1COLUMN ANALYSIS -10 thru 18 COL wumrr snm mlNsea 6� ADDL of BEMI"° oFx°°` NU1'1' STUDS ME eLOTX 6TRtPS 10 - - 0 11 - - T 13 - - - _ _ _ _ 14 15 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL COD �PPRO�eO 71h EDITION - Inc(. 2021 Suppl ent ,2. JA n v CD / 11-03-2021 (n Z W ♦- !L Q W Q Y 4J Q Q IN 0„ .J 7, Q W W D W ❑ STATE: STATE OF Florida w DRAWN BY: D. HULL o' DATE: 1/29/2021 BUILDING: 2020 FRC EDITOR And. Supplement, °Ft SCALE: Not Printed !u (emu SHEET: r` S 3 DESIGN WIND SPEED-VUIC To Scale Al 170 mph •troll 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 ' ANDEXCLUDED BAND V LO MNT(HUREGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD). MECH.: 2020 FRC EDITION- Ind. 2021 Supplements PLu"a.: 2020 FRC mmaN-Ines. zazl saPplement4 ENERGY: 2020 FRC EDITION-IncL 20215upPlemenh THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ - LF; DADE COUNTY, FL OR BROWARD COUNTY, FL). 7 NA NA e - - NA NA 9 - - NA NA 16 UA NA 17 - - NA NA 18 - �NA NA 7 B - - - - _ _ 8 - 16 17 - - - _ _ _ _ 18 P ?i Q f ( J J ❑ 0 N P T W m u DESIGNWND SPEED - Vasa: MA.MUMWIND EXPOSURECAT.: ...U. MEAN ROOF HEIGHT:,,): BUILDINGMFAN CATEGORYO•RH: /s1.68mph-V-d D 16 m 0 ELECT.: 2017 N.E.C. ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY ( ) SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCEANY LOADS AND/ OR ANY OTHERFORCES ONTO OR THROUGH THIS BUILDING I STRUCTURE. THESE DETAILS AND PLANS ARE CO...—. PROPRIETARY NATERMLS. THE CONTENTS OF THIS DRAWWG PACKAGE CONTAINCONFIDENTIAL AN-. PRIVILEGED WFORMATION ANY UNAUTHORIZED USE,COPYING,m3CLOSURE, OR DISTRIBUTION OFTHIS PACKAGE, OR ANY OFTHE CONTENT^ CONTAINED THEREIN. IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROWDEDTO ME RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED.COPIED, OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHMS FOR ANY PURPOSE WITHOUT EXPRESS WnR AVIHORDADON MOM JACOBSEN HODES THISORAWIN. PACKAGE AND ALL ITS CONTENTS ARE THE UCLUSWE PROPERTY OF JACOBSEN HOMES. ALL RIG"TS RESERVED. COPYRIGHT 2021 C P ' L. � THEAPPROVALSHOWNABOVE, INDIC PLANS AND ALLSPECIRCATIONS CONTAINED WTMIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. Ft� Y. 'THIS BUILDING ASCEEDITION/VERSION: MAXIMUM.IDEWERs ONGHT (Inches): M,ODEu ASCE7-16 E 706 IS NOT A HUD BUILDING• + O SHEAR WALL ANALYSIS 3 170 mph - Vuh wma SIDE RLL rm�l�wsy. 1,0 mPn-1. _ WwuLnp„li�r., .mow �u�wwpvR P�Osueec nGO. 0,E F KnPnun R•w,nys Dl.mm+F 170 mph - Vult PERF. Y g p s r4n Pwre • � ,2 maven p6.Y4 II .m dPil P�s> I ' Wall Construction D j R� 5 SP_. Strapping Connections a,.rymM ca,sUm Pq'mmur sP.a 5 z smcle ey„P,DP DA.w ei�e. aPre o IF,oM OSHEAR WALL JOIST ANALYSIS 170 mph -Vult ,rnmmsw cerr,u�imlmlr�Mmrn..F ,romp„-v,m „�EG„TryAMgl.reeE ,r..I�,gHppe3pp4q RYP�Ep,: p y HE j_ D JORi 3 GDAYRY s�rrrPB Y SA- SOLID FUEL BURNING FIREPLACE: WHEN INSTALLED, THE FIREPLACE SHALL COMPLY WITH UL-121. THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -BITE, FOR COMPLIANCE WITH CH 633 FIRE SAFETY CODE. [I " O❑: EIMP❑❑❑ JACOBSEN HOMES 600 Packard Court, Safety Harbor, FL 34695 727-726-1138 "7 RIDGE BEAM ANALYSIS - 01 thru 09 RIDGE BEAM ANALYSIS -10 thru 18 COLUMN ANALYSIS - 07 thru 09 O I� SPAN IEFr (FnU SPAN RDNr PPM R6N NONa„AL PB SIZE Iu,I LEFT SPAY N.„a3pML Nae sDE lal PiGM SPA„ O °OM SPAN utT (FeeU RSPAN cNr Peeq Nw.HovINAL RB6�p�.I EFT $PAN N.„owNu NnB saB (til GHTDP 0 n ,°N°L M TY °SNps s,Ao sOE TYPE AppL eE.vuxG BtDCK NUNBEP cxgP. STN•PS 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 REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING URBAN DEVELOPMENT (HUD). THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH HUflRICANE ZONES (HVHZ- LE; DAOE COUNTY, FLOR BROWARD COUNTY,FL).9 , - 12.08 NA 12 /2 10 NA NA 1 2 2K4 N 3 2 12.08 12 11 NA NA 2 3 2X4 N 3 3 - - NA 12 - NA NA 3EXCLUDEDFROMTHE 4 NA 13 - - NA NA 4AND 5 - NA 14 - - NANA 6NA flA)� 15 - NA NA 6 NA 16 - NA NA 78 - NA 17 - NA NA eVELOCITY NA 18 NA NA 9 - El COLUMN ANALYSIS -10 thru 18 COL OWNIITT I STUD NUMBER OF -CUE OFED, ENDS BLOp( STRMG ANY ATTACHMENT(S)TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY THESEDETAILSAND PLANSARE CONFIDEATIAL AND PROPMETARY MER ATIALS NTS THE CONTEOFTHIS DM IWG PACKAGE CONTAIN CONFDERMALANO/OR PMIUCGED UIFORMATOM ANY UNAUmOR12ED USE. COPYINQ DISCLOSURE, OR OISTRIBURON OF MS PACKAGE, OR ANY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCEANYLOADS OFTHECONTENTSCOWMNEDMMMN,ISSIRICTLYPROHIBNEDBYJACOBSENHOMESANOMAYBEUNLAWFUL THESE MATERIALS ARE PR.MEDTO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED,COPIED. OR OTHERYASE REPRODUCED AND/OR AND / OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING / STRUCTURE. DISTRIBUTED TO OTHERS MR ANY PURPOSE YATHOIR EXPRESS 1VRDTEN AUTNORRADON MOM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL MGM RESERVED. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Inel. 2021 Supplements + 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: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Incl. 2021 Supplements CONSTRUCTION TYPE V-B OCCUPANCY SFD TOTAL NUMBER Single Story OF STORIES: 1 WIND VELOCITY (mph) Vult (Ultimate) 170 WIND VELOCITY (mph) 131.68 Vasd (Allowable Stress) FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 FLOOR LOAD psf ALLOWABLE 20 ROOF LOAD psf SEISMIC LOAD 0% g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO.: 2540-0813(MICP-3871) 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). HWC Engineering, Inc. 1627 Soum Myrtle Ave. Clearwater, FL 33576 (727) 584-8151 ❑❑❑❑ tLU o m u3 2;;W ❑®,❑ Z 7E 9 ❑❑,❑ t, In N m a=n P.E. SEAL' p �i fi + �! 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - IDOL 2021 Supplements N O DO 10 , O Z 10 U) L q, t0 � (D U yd O N Z N N ®W 0 LL- In a W� l!1 s € 00 O WE� cts a Q sWo 'a_ V O�$ USH sL 2��P'cg2 O ¢@� M 00 rL 00 F p s o y� �oAIS — - — —u' --Fy- N 11hs REVISION SCHEDULE: '*NOTICE: SECTION 553R0(1)(tl), M. SPECIFICALLY EXEMPTS 'A REVISION BY: REVISION DATE: STATE APPROVED MANUFACTURED (NODULAR) Q BUILDINGS, BEARING THE DBPRINSIGNIA, 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 TNAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN Q INSPECTEDBY A STATE APPROVEO3,d PARTYAGENCY A FOUND COMPLAINT WITH ALL REFERENCED CODES. At W } STATE STATE OF Florida w DRAWN BY: D. HULL DATE: 1l29/2021 2020 FRC EDRION-NICE 20215upplements C.)Bu1LDING: Q Q T d SIX= M to A G SCALE: Not Printed To Scale MECH.: 2020 FRC EDITION -Inc1.20215upPlememe SHEET-. �� PLUMB.: 2020 FRC EDmON-IncL 20R/SUPplemems h Z t0 TI ^ fIJ^ O rA v EU.l li b O DESIGN WIND SPEED-VWE 170mph-Vull DESIGNWINDSPEED• Veld: 131.68 mph-Vasd x MAXIMUM WIND EXPOSURE CAT.: D MAXIMUM MEAN ROOF HEIGHT: /5 BUILDING (RISK) CATEGORY O - W): It ASCEEDITION/VERSION: ASCE7.14 a MAXIMUM SIDEWALL HEIGHT (Inches): 108 ENERGY: 2020 FRC EDITION - In,L 2021 Supplements ELECT_ 2017 N.E.C. *THIS BUILDING IS NOT A HUD BUILDING* ( T i MAXIMUM CALCULATED ROOF ANGLE: 200 (IN DECIMAL DEGREES) DOOR PREP 3636"TYP. ' TYPICAL FOUNDATION 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 REQ'MENTS. 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, �BBY OTHERS. " ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. -019E14�/PIAIR tWAVO TYPICAL FOUNDATION VENTILATION SIZED AND LOCATED PER ENGINEERED DESIGN, BY -OTHERS. SEE NOTES FOR MINIMUM REO'MENTS. STAIRS / STEPS, RAILS, ETC., ON -SITE, BY OTHERS. ❑❑❑ JACOBSEN HOMES EIEI 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. 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. ALL FOUNDATION SYSTEMS ARE SUBJECT TO APPROVAL BY THE LAHJ. 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 - Inc]. 2021 Supplements CONSTRUCTION TYPE V-B OCCUPANCY SFD TOTALNUMBER Singl� OF STORIES: 1 WIND VELOCITY (mph) Vult (Ultimate) 170 r WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 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.: 2540-0813(MICP-3871) PLANS COMPLY WITH RULE 61-G2G3 FOR PRODUCT WITH 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(DSPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVER). 2172 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 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 3N PARTY AGENCY & FOUND COMPLIANT WITH ALL REFERENCED CODES ❑❑❑❑ M. ®,❑ OLL DE IF W "o m 1 2 N ❑❑❑❑ Q Dyn P.E.,,,',�11111181j",I I G..T0,��4 E N gF•.•.�0 No 63802 t • i i- • OR °�' S?/ON 2020 FL�11_ CODE, 7th EDITION - ]net. 2021 Supplements N O t10 M <O O Z 60 N t3 Ln LO Qi co y Z 9 IUja " CO C�O � O n LU C 1i' LL et W v �mAw a� DPS33 �� T_ f m q 1 $€FC M N ee�N c� 1 a ° V �4ws •� M Lu LL co O �e C as: �TWW LJ N REVISION SCHEDULE: /tt REVISION BY: I REVISION DATE: ELECTRICAL NOTES: PORCH NOTES: 1. WHEN THE PORCH DECK IS GREATER INCHES BE INSTALLED ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF ANDlOR THAN ABOVE GRAD RAILS SHALL 1. A E, WEATHER RESISTANT COVER(S)- INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. TO THE FOLLOWING SPECIFICATIONS: THE TOP OF THE RAILING SHALL NOT BE LESS THAN 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE 36-INCHES ABOVE THE TOP OF THE PORCH DECKING. THE RARINGSIPICKETS AND THE RAIL TO THE PORCH LISTED FOR SUCH USE AND SHALL BE LABELED 'WR"(WEATHER RESISTANT). DECKING SHALL BE INSTALLED SUCH THAT A aINCH SPHERE SHALL NOT PASS BETWEEN (c "NCH GAP). 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. ALLSTATEANDIOR LOCAL CODESAND INSPECTIONS. 2. ALL ELEVATIONS SHOWN ARETYPICALONLY. ELEVATIONS WILL VERY DEPENDING ON ANY SPECIFIC 2. A MIN.6 MIL POLY VAPOR BARRIER IS REG'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 SUBJECTTO 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 (SAVE) SIZES WILL VARY. ONE(1)SQUARE-FEET FOR EACH 150 SO.FT. OF CRAWL SPACE (AREA BENEATH THE 5. ENGINEERING FOR ALLSTTE ITEMS ARE BY OTHERS, NOTJACOBSEN 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 ASALLOWED BY THE FBC/FRC MAY BE USED, AS ELEVATION OFTHE COMPLETED STRUCTURE MANY ITEMS SUCH AS SIDING, ROOFING, SHUTTERS, OR LONG AS, THE MIN. VENTILATION REO'D IN NOTE (ABOVE), IS MAINTAINED (BY OTHERS). OTHER DECORATIVE ITEMS MAY VARY. THESEDUMLSMDPLANSMECONRDENTI "OPROPRIEIARYMATERIAM TNECONN3GSOFTHISORAWMGPACIGGECOWMNWO DENDAL WORMWM GMMFORMATOK ANYUNAUINORDIDUSE, COPYING.DIBCLOSURE.ORM"18UTIONOFTIISPACKAGE,ORMY OFTHE CONTENTS CONTAINED THERBN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ME PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY MD SHALL NOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCED M=R DISTRIBUTED TOOTHERS FOR ANY PURPOSE WITEXPRESS WRITTEN AUTHORDVMON MOM JACOBSEN HOMES.TIIIS DRAWING PACKAGEMDALLITSCONTENTSARETHE MCLUSIVEMOPERTY OF JACOBSEN HOMES. ALLRIGNTSRESERVED. COPYRIGHT 2021 HOUT AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL COD 7th EDITION - Ind. 2021 Stipp e�(p PROVED • • v /� 2 (,a o 11-03-2021 ;! U) Z W -� f' MV(d Q ri /J� Q FLN I" ,1 p(_ P THE APPROVAL SHOWN ABOVE,, AI�LIIAEA 1�lECpoF PLANS AND ALLSPECIFICATIONS CONTAINED iH15 DRAWING PLIANCEWRH ALL CODES REFERENCED. W (DFlorida Q } Y T Q Q a �- J T Q (n Z Q 7I W O N V 7 Uj y� STATE: STATE OF z c A m a n € m f u DRAWN BY: D. HULL DATE' 1/29/2021 BUILDING: 2020 FRC EOmON-Inc1.2031 Suppl6mmts SCALE: Not Printed To Scale SHEET: �� u s DE SIGN WIND SPEED. VuH, 170 mph -Vull DESIGN WIND SPEED •Vmd: 131.6E mpn•Vw4 w MAXIMUM MEAN OOFMAXIMUM WIND URECAT: D BUILDING (RISK) CATEGORY G -M: N ASCEEDITON/VERSION: ASCE7-15 MA)UMUM SIDEWALL HEIGHT GnMea): TOB e100uu,..eco. noon e,uvCoam1 1c MECH.: 2020 FRC EDITION 2021 Supple rrts PLUMB.: 2020 FRC EDITION -IncL 2021 Supple—AW ENERGY: 2020 FRC EDITION IncL 2021 Suppiemants ELECT.: 2017 N.E.C. "THIS BUILDING IS NOT HUD BUILDING* . LlBeaam�� b ^��3aow .ON1011ne 0nH V ION SI ONIOIIne SIHI. 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On 11/3/2021 Printed copies of this document are not considered signed and GENERAL ELECTRICAL NOTES: 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED IN THE STATE OF FLORIDA - DBPR) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 2. ALL INSTALLED CIRCUITS AND./ OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 6. ALL ELECTRICAL COMPONENTS SHALL BE UL-LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL & FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE (NEC), BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). 11. 120-V, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS, LIVING ROOMS, DENS, FAMILY, CLOSETS, HALLS, DINING, KITCHEN, LAUNDRY & SIMILAR SHALL BE PROTECTED BY ARC -FAULT CIR. INTERRUPTER, COMB. TYPE INSTALLED FOR PROTECTION OF THE BRANCH CIRCUIT. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80-INCHES MINIMUM. 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 COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE NEC . 15. TAMPER -RESISTANT RECEPTACLES. ALL 15- AND 20-AMPERE,125- AND 250-VOLT NONLOCKING- TYPE SHALL BE LISTED TAMPER-RESITSANT RECEPTACLES. SEE 2017-NEC-406.12. 16. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 20-AMPERE (12-2) CIRCUIT. 17. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX-FOOT OF SINK OR BASIN SHALL BE EQUIPPED W/ GFCI PROTECTION PERSONNEL. RECEPTACLE OUTLETS SERVING COUNTERTOPS LOCATED C N FOR R , IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 18. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 19. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 20. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 61/2-FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2-FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 22. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 23. 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. �1 24. LIGHTING OUTLETS REQ'D: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET Z SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 25. LUMINARIES (FIXTURES) IN CLOTHES CLOSETS: N A. LUMINARY (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINARY (FIXTURE) WITH CO A COMPLETELY ENCLOSED LAMP. (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINARY (FIXTURE). B. LUMINARY (FIXTURE) TYPES NOT PERMITTED: (1) INCANDESCENT LUMINARIES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LU LAMPS AND PENDANT LUMINARIES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. C. LOCATION: LUMINARIES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE /r INSTALLED AS FOLLOWS: \� (1) SURFACE -MOUNTED INCANDESCENT LUMINARIES (FIXTURES) INSTALLED ON THE ^ WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM �i. CLEARANCE OF 12 INCHES BETWEEN THE LUMINARY (FIXTURE) AND THE NEAREST . ■ , POINT OF A STORAGE SPACE. W T 2 SURFACE MOUNTED FLUORESCENT LUMINARIES (FIXTURES) INSTALLED ON THE ' V MINIMUM♦ WALL ABOVE THE DOOR OR ON THE CEILING PROVIDED THERE IS A V CLEARANCE OF 6 INCHES BETWEEN THE LUMINARY (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINARIES (FIXTURES) WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED It THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINARY (FIXTURE) Uj AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINARIES (FIXTURES) THAT ARE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE V `III/ OF 6 INCHES BETWEEN THE LUMINARY (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. 26. BATHTUB AND SHOWER AREAS: NO PART OF A CORD -CONNECTED LUMINARIES (FIXTURES), CHAIN-, v CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING- J SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8-FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS. ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINARIES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP v LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. \ 27. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 28. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAUGROUND co (4-WIRE SYSTEM) FROM THE FACTORY. IT IS THE SOLE RESPONSIBILITY OF THE LICENSED c . ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE ' w GROUND IF REQUIRED. Cn 29. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10-FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 30. PER THE REFERENCED FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 90 OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY LAMPS OR A MINIMUM OF 90% OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. •a" Q IMPORTANT: READ AND UNDERSTAND ALL NOTES IN THIS APPROVED DRAWING PACKAGE. 1 ELECTRIC SERVICE PANEL THE SERVICE PANEL MAIN BREAKER SIZE MAY Q BE INCREASED FROM THAT SHOWN HERE. IF 200-Ampere THE BREAKER SIZE IS INCREASED, ALL WIRE MAIN PANEL SIZES (GROUNDING & ENTRANCE WIRES) SHALL BE INCREASED TO THE CORRECT SIZE BASED 12024D VOLT ON THE ADOPTED VER. OF THE NATIONAL ELECTRIC O SINGLE PHASE CODE (NFPA). THIS IS ON -SITE, BY OTHERS AND 60 HERTZ IS SUBJECT TO INSPECTION AND APPROVAL BY - THE LOCAL AUTHORITY HAVING JURISDICTION. OPTIONAL: IS (AWG) COPPER 1 OR 2 ADDITIONAL GROUND (MINIMUM) INSTALLED T 1" CONDUIT DROPS PER NATIONAL ELECTRICAL CODE MAY BE ORDERED GROUND WIRE IS ON -SITE, BY OTHERS. ANDINSTALLED v FOR FUTURE USE � 2-INCH DIAMETER 200 - Ampere RIGID METAL OR RIGIDNOWM CONDUIT tv ` r 2/0 (AWG)-COPPER-PER NEC 310.15(B)(7) L ELECTRICAL RISER DIAGRAM 210(AW ) - CO d OG THE HVAC SYSTEM IS SIZED& INSTALLED ON -SITE, BY A QUALIFIED/CERTIFIED, ■.. HVAC CONTRACTOR & CONNECTED TO SERVICE BY AN ELECTRICAL CONTRACTOR. Q W PERMITTED AND INSPECTED BY LOCAL AUTHORITY HAVING JURISDICTION (LAHJ). Q MINIMUM SERVICE PANEL MAIN BREAKER CAPACITY: 126 Amperes p ■ . ■ SERVICE PANEL, MAIN BREAKER SIZE: 200 Amperes N W BUILDING SIZE: 831 Sq. FL ELECTRICAL LOAD CALCULATIONS 1. MlmmUm Numberof Geneml Ughtng/General Use Clroult,Requimd: 2 Minimum (Sq.M x 3VA/ 120 Volta / 15 Amps - Minimum Number of General Uae Crcuits Req'd) Z General Lighting end Genorm Use Rereptacles at 3 Volt -Amperes per Building Square Foot: Garreral Ughtng /Generel Us- 831 Sq. Ft a 3VA = 2493 Volt -Amperes General Lighting/General Use 2493 Volt -Amperes 3. Laundry and Small Appliance Load at 1,500 Volt -Amperes per 2G-Amprro Circuit: Small Appliance Circuits= 3 x 1,SOO VA = 4500 Voll-Amparos LAUNDRY Circuits = I x 1,600 VA 1500 Volt -Amperes Total laundry and S mall Appliance Load (Volt-Ampems)= 6000 Volt -Amperes 4. Nameplate Rating of All n.d Appliances (Volt -Amperes): Clome, Dryer 6800 Volt -Ampere, Cooking Range = 0 Volt -Amperes Cook -tope 0 Voll-Amperes Wall OVan= 0 Voll-Amperes Microwave Oren 2400 Volt-Amperea Dishwasher= 1380 Volt -Amperes Garbage Disposal. 1080 V.H.Ampems Water Heater= 4750 Volt -Amperes Optional WH 92.. 0 Volt -Ampere, OpVoral Freezer== 0Voll-Amperes Fireplaca(BImVw Motor)== 0 volt -Amp as 40-Ampc, mJunmon Box.. 0 Volt-Anuxuo Total Fixed Applam. Load (Volt -Amperes)= 15410 Volt -Amperes S. Nameplate Rating of Motor end Low -Power -Factor Loads pn Amperes): Range Hood(s) = 1 X 1.1 = 1.1 Amperes Exhaust Fan(.)= 2 0.7 = 1.4 Ampere, Ceiling Fan 8). 3 x 1 3 Amp. - Fume.. Blower(Ga./011)v 0 x 0 = 0 Ampere. Total Amperea= 5.6 Ampere. Multiply By-x 120.00 Volta Total Motor and Low -Power -Factor Leads(Volt-Amperes). NO Voll-Amperes 6. Total Heating sad air.Condidonmg Load: a. 10 cent of mo name late ratio a of DPr- p LARGEST omf tire eh-eonanlonmg and coding loaa(s) oh -Am ros: 1 14400 100% 14400 Volt -Am re b. 1001mcant of the nameplate rating(.) of me lasers load Mien a heat Pump 1. rued wHhpN any supplemental electric, Mating ' 1 12000 x 100% - 12000 VoB-Am e c. = the""Plal, rating(.) 01 electrical thermal storage and Omer heating aystem(a) whore the usual load le ,x dad 1. M -min- .1 inn name- plate value. Systems qualifying undo, Uhl, ,action hall not be.,IWIM,d under any ..mar 1. 720.92 0 0 o TooA V.R.AR.o a. 1Go-parasol of me namep1m. rating(.) of me heat pump.amproscor AND 6Sper m of supplemental .learn. reeling system.. HEAT PUMP Load: Nine heat pump compressor lap -mad 0 x 0 x 100% = 0 Volt -Amperes from operating at me soma tlmo a, Inc SUPPLEMENTAL Electric Heating System Load: s.ppl,mentary h„L a dose NOT read la be 0 x o x 65% = 0 V,H-Ampmes added 1p Ne aupplemmtory Mat for No total heal a am heatln load ell-Nn a: TOTALLoad-6 d : 0 Volt -Am ar e. 65-perrent of the nameplate rating(.) of electric space heating if lass than four ,rate w Mlkd unHs olt-Am ma : 0 0 N% 0 Volt -Amperes 1. 40-percent of the nameplate mling(s) of atactde space heating If tour or mare separately con trolled lmA,(Volt-Ampeme): 0 x 0 x 40% = 0 Volt-Ampems (Use me LARGEST at me Following Six Selections -(a) through (f)- In Volt -Amperes): 1"00 Volt -Amperes 7. Tend Calculated Load (Combined Loads a, Calculated In (2) through (5): General Lighting General Us. (2) 2493 Vo11-Amperea Total Laundry and Small Appliance Load(Volt-Ampema)(3)= 6000 Volt -Amperes Total FlxedA Ilance Load olt-Am eras 4 = IS410 Voll-Am eras pP N p )(I P Total Motor and L.w-POWCFFamOr Loads(Volt-Amperes)(5). 660 Volt -Amperes Total Volt -Amperes- Combined Totals from (2) through (5)= 24563 Volt -Amperes B. Total Combin,d Load(from7Abo-): Total Von -Amperes- combined Totals from(2)Zgrh,,5)v 24563 Voll•Amperes SUBTRACT-Flrat IOKVA a1100-percent= 10000 VOII.Amperes Total fre. Minims. 1OKVA. 14563 Volt -Amperes 9. Allowed Load Reduction: Flrst 10KVA al10Dp¢rrent= 10000 Volt -Amperes Total hem 8 Above= Volt Amperes -REMAINDER al 4Pperrenl. 5825.2 Volt•Ampems SUBTOTAL of BOTH Load Combinations15825.2 Volt -Ampere, 10. Mmim.m calculated S-I.. Parisi Load: Total combined Load from 9 Above= 16825.2 Voll-Amperea Total Heating and AC Load -LARGEST of (,)[Hough (0• 14a0011 1.:paros SUBTOTAL of Load = 31225.2 Volt -Amperes SUBTOTAL divldad bV 246VOH., 240.00 Volts MINIMUM Calculated Amperes Required= 125.94 Ampee, CALCULATIONS PER NATIONAL ELECTRICAL CODE 220.82 1 ELECTRIC SERVICE PANEL OPTIONAL CALCULATION - DWELLING UNIT PLAN SPECS 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 - Incl. 2021 Supplements CONSTRUCTION TYPE V-B OCCUPANCY SFD Single Stoc TOTAL NUMBER 1 OF STORIES: WIND VELOCITY (mph) 4 Vult (Ultimate) 1,70 WIND VELOCITY (mph) 131.68 Vasd (Allowable Stress) 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 NO HURRICANE ZONE PLAN NO.: 2540-0813(MICP-3871) PLANS COMPLY WITH RULE 61-1320.3 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). 27d HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727)564-8151 **NOTICE: SECTION 553.80(1)(d), F5, 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 31d PARTY AGENCY & FOUND COMPLIANT WITH ALL REFERENCED CODES. ❑❑❑❑ 0OR » ❑■®❑ Z'Eca�lb maxi 0 ow El El El P.E. SEAL: oti ;AeL G..TO21,''i NG ��G E N SF••••�O • No 63802 I! • 6. A . S� �j4 s/ON 2020 FODE, 7th EDITION - [net. 2021 Supplements N O co M to O Z GO > m � Q% � v .LO. N •:T Z r o M V O t t to v C O W 2H! .. ,Fr p a�gk ,g r• 00 Z sm�� 06Fe Cr) 15E v L) CM cc 'g LL 00 J y�€ 0�s� � gem= U g. r g N V goal: W F191 <�5. REVISION SCHEDULE: /� � /0\I REVISION BY: I REVISION DATE: ❑❑❑❑ JACOBSEN HOMES NOTE: ALL EXTERIOR OUTLETS (RECEPTSAJGHTS/OTHER) AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: W STATE: STATE OF DRAWN BY: D. HULL ❑❑n❑ 600 Packard Court, ELECTRICAL SYMBOLS LEGEND SHALL BE COVERED WITH AN APPROVED/LISTED FIXTURE OR COVER THAT IS BOTH LISTED AS WEATHER RESISTANT AND WATER PROOF- NO NOTE DENOTING WR OR WP IS REQUIRED. 2020 FLORIDA RESIDENTIAL CO P ROVFQ 0 a Florida m DATE: 1/29/2021 ❑„ 7th EDITION - Incl. 2021 Sup m RECEPTACLES WP ,�(I(I�� TYPICAL TYPICAL TYPICAL 1fl/ 120 VOLT QID 240 VOLT dD 120 VOLT EXH. FANS MH O 67 W/ LIGHT 2062 NO LIGHT 2SWITCHES 15WITGH EXTERIOR LIGHT FIXTURES (WP NOTE NOT REQUIRED) (ALL FIXTURES SHALL BE WEATHER RESISTANT- REQUIRED) BUILDING: 2020 FRC EDmoN-In L 2021 SaPPlamenrs SCALE: Not Printed To Scale ❑❑❑ Safety Harbor, FL 34695 727-726-1138 • /� v Y CC () / Q 4•` 7t N O € a SWITCHES SMOKE ALARM(S) MOCK: 2020 FRC THIS STRUCTUREHAS BEEN DESIGNED FORERECTION AND/OR INSTALLATION ONASITE-BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. � 11-03-2021 d n a SHEET: WH WATER $ TYPICAL $ HEATER TYPICAL S4 TYPICAL COMBIN. 4 WALL MNT. ® CEIL MNT. A SMOKE/ Co `✓ EITHER SYMBOL MAY BE USED O _I = IN Q EDmON- Incl. 2021 SaPPlamem, o El JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN In lJJ (n •'+ EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING JUNCTION BOXES CEILING FAN (OPTIONAL) INTERIOR LIGHT FIXTURES f' (� Z Ill PLUMB.: 2020 FRC i £ AND URBAN DEVELOPMENT (HUD). NEAR EDGE �� UNDER �OF FLOOR u FLOOR FAN PREP LED owl"(d n 0 EDITION Inc1. 2021 supplements I THIS STRUCTURE HAS NOT BEEN DESIGNED FOR LED ET LOC. G Q CJ Ill �_ w DESIGN WIND SPEED VUIL DESIGN WIND SPEED - Vpad: « 60 mph 121.68 mpr • Vas ELECTRICAL PANEL THERMOSTAT T.V. PHONE PREP. (OPTIONAL) ENERGY: 2020 FRC OR APPROVED PLACEMENT IN HIGH �A} . Z 0 ' + V J MAXIMUM WIND EXPOSURE CAT.: D s VELOCITY HURRICANE ZONES (HVHZ - LE; DADE COUNTY, FL OR BROWARD COUNTY, FL). ® TYPICAL ❑T TYPICAL T.V,/PHONE STANDARD POSITIONED RECESSED GASKET WALL MOUNTED Cj Tim EDITION• Ind. 2021 Supploreants o MAXIMUM MEAN ROOF HEIGHT: 15 If,t�� BUILDING(RISK) CATEGORY 0- TV): 11 Q THESE DETAILS AND PLANS ARE CONFIUENDAL AND PROPRIETARY MATERIALS.THECONTENTSOFTHISDRAWWGPACKAGEWWAINCONRDENnALANDIORPRIVILEGEDINFORMATIOKANYUNA ORt USE,COPYING,DISCLOSURE,ORDISTIBUl10NOFTHISPACKAGE,ORANY ELECT.: 2017 N.E.C. ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY .Ca `_ /W� cc ASCE EDmON/VERSION: ASCE7.18 SELF-SUPPORTING AND SHALL NEVER TRANSFER AND OR INDUCE ANY LOADS OFTHE CONTENTS COWAINEOTHEREIN, ISSTIUCTLYPROHIBDED BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOTBE SCANNED, COPIED, OR OTHERWISE REPRODUCED AND/OR THEAPPROVALSHOWN ABOVE, I •}E3TL4_L HE PLANS AND ALL SPECIFICATIONS MAXIMUM SIDEWALL HEIGHT( Inches): ids •THIS BUILDING IS NOT AHUD BUILDING' AND/OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING !STRUCTURE DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WHfrTEN AVfHORQATION FROM JACOBSEN HOMES THIS OfiAVIING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 CONTAINED WITHIN THIS DRAWING PACKAG COMPLIANCE WITH ALL CODES REFERENCED. MODEL' ., au.u,uve., eeu...v.a,..u•..sm,r MILT-3871 % ELECTRICAL NOTES: ELECTRICAL CIRCUIT SHEDULE PLAN SPEC'S AND ❑ ❑ ❑ ❑ 1. TAMPER -RESISTANT RECEPTACLES. ALL 15-AND 20-AMPERE,72S AND 25OVOLT( ON' OCKING- W m m BREAKER WIRE BREAKER WIRE BREAKER WIRE TYPE SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. SEE 2017-NEC-406.12. ti Q 2. OISHWASHEgANDGARBAGEDISPOSALMAYBEINSTALLEDONONE20-AMPERE 12-2 CIRCUR. # DESCRIPTION lNOMENCLATURE SIZE SIZE # DESCRIPTION/NOMENCLATURE SIZE SIZE # DESCRIPTION/NOMENCLATURE SIZE SIZE LISTING AGENCY ❑ El ❑ ■ 1-13. 2 SMALL APPLIANCE - ARC FAULT/GFCI AF/GFCI-20 12-2 72 RESERVED - CIRCU (AMPERES) (CU.) (AMPERES) (CU.) (AMPERES) (CU.) ❑ ■, ❑ O O J ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX-FOOT OF SINK OR BASIN SHALL BE EQUIPPED W/ = U ,y :2 ' GFCI PROTECTION FOR PERSONNEL RECEPTACLE OUTLETS SEgWNGCOUNTERTOPS, LOCATED 1 SMALL APPLIANCE -ARC FAULT/GFCI AFIGFCI-20 12-2 71 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. IT NOT USED NA NA 22 RESERVED -CIRCUIT NOT USED NA NA W y a N OUTLETS ❑„❑ _4._ —ALLHARECEPTACLEATHERPROOF(WP)ENCLOSURE CL S RE(CO-E R), THE OF THE BUILDING SHALL BE.EQUIPPED . - _ _ ❑ ,❑ WITHA WEATHER 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 (HEATING/AC)-BVOTHERS 75 3.3 THIS DRAWINGPACKAGE COMPLIES m ax L^v I ❑ WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 4 SMALL APPLIANCE- ARC FAULT/GFCI AF/GFCI - 20 12.2 14 BH R ATECEPTS (GFCI) GFCI-20 12-2 24 SMOKE ALARMS QNTERCONNECTED/AF) AF-15 14-3 WITH THE FLORIDA MANUFACTURED ❑ ❑ ❑ El S. DEVICES (LIGHTS, FANS, ETC.) INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE LISTED FOR USE IN WET LOCATIONS AND SHALL BE MADE °WEATHEq PROOF' ACCORDANCE WITH ❑ ❑ ❑ 5 GENERAL PURPOSE -ARC FAULT AF-15 14.2 15 OPT. TANKLESS WH-BY OTHERS (2)40 (2)8.3 25 RESERVED - CIRCUIT NOT USED NA NA BUILDING ACT OF 1979 AND ADHERES ' y THE DEVICES LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ITEMS ARE TO THE FOLLOWING CRITERIA: JACOBSEN HOMES °WP°AND ARE NOT REQUIRED TO BE LABELED AS SUCH IN THE DRAWING BELOW. 6 GENERAL PURPOSE - ARC FAULT AF-15 14.2 16 ELECTRIC RANGE 40 8-3 26 J-BOX-IS AMPERE 15 14.2 600 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 7. IN UNITS. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS 2020 FLORIDA RESIDENTIAL CODE, P.E. SEAL: Safety Harbor, FL 34695 8 GENERAL PURPOSE -ARC FAULT AF-15 14.2 18 OPT. GARBAGE DISPOSAL -ARC FAULT AF-16 14.2 28 RESERVED -CIRCUIT NOT USED NA NA 7th EDITION•Inc1. 2021 Supplements WITHIN 364NCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET �♦ �� 727-726-1138 ♦ 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 ,,♦♦ j` G• BASIN COUNTERTOP. 10 GENERAL PURPOSE -ARC FAULT AF-15 14-2 20 LAUNDRY (CLOTHES DRYER) 30 10 30 RESERVED•CIRCUIT NOT USED NA NA ���°�• •v'••• I TOTAL NUMBER OF BREAKER SLOTS USED = 25 CONSTR TOTAL NUMBE OF CRC S USED = 21 UCTION TYPE V-B8F•.•�G�, PREP. FOR OCCUPANCY SFD 1 HIGH IN CAB j 1 HIGH IN CAB TANKLESS WH This item has been digitally signed and sealed by Michael G Tomko, Single sto NO 63802 Am 1 LOW IN CAB GFI 1 LOW IN CAB ( P.E. On 11/3/2021 TOTAL NUMBER Q + € OF STORIES: 1 13 Printed co ies of this document are not considered signed and WIND VELOCITY (mph) d ! e ed d be rified on any electronic copies Vult (Ultimate) 170 S� n HANDY, -BOX ii �H) 1 ilr--- o__�,ii tH) 2 2 15 601W (mph) WIND VELOCITY i 4 15 AMP / 142 WIRE �-GFi GF1 --ail i +(/�� i IIL-GR_ GFI GFI 5 I 6 0" HIGH Vasd (Allowable Stress) UNDERI FLOOR II I nII` ® +- I 2 ® \ I� is •••' I II_ _f (_ f `F' I FIRE RATING OF S ` ♦� ✓ I I \ A�- DINING I L===46--- 17 LL _— ___—=JJ------ ,, (tiFl \ I \ 6 EXTERIOR WALLS 0 hr. 2020 F��41, ODE, ------------ ___ I PREP SHOWER I 7th EDITION- Inc1. 2021 Supplements II �— ALLOWABLE p 79.5 / GF 2 ON SITE BY OTHERS - --- - _ _ �_ FLOOR LOAD 40 Sf \ ^'^ I ' > , III I I S24 to `\\ \ ALLOWABLE G m O III I I 6 \ \ ROOFLOAD 20 psf OD / — I 1 I � a n I 5 ARN, \\ _ A A A I U - I 1/ 67" 6 11 \ SEISMIC LOAD 0% g `O --- 1- 46-1 --2----�--� \ 5 5 5 i u V- I I I \ o d 4`-41 5 1 I \ I 2 O I U o 06 \ 1 33'-8R FAN PREP .j \ Jacobsen O Z> to 4 \\ // I \ ' I \ \ ! MANUFACTURER Horn (D I I 3 s -----� 5 I \ \ / 2 a Tn / / 5 i� = E _ GFI I \\ \\ / / ( ��`` HIGH VELOCITY EZO NO V U) Z G J1 C �n i HURRICANE ZONE \ HL HL 1 14 /j # \ 'bEI RDDM # R \w In \�`� o W a U N c = a PLAN NO.: a: LL et W C Q i 9 5 i // 19 20 6 / 94 R x/ L LU I ' 5 w w i / SaaEP/D 60" HIGH 00 Cn 2540-0813 (MICP-3871) J , V 2 T.VJPH. I G 30 6 6 PLANS COMPLY WITH RULE 61-G20.3 7 \ FOR PRODUCT APPROVAL AND WITH \kht/ 6T.VJPH. THE STATE OF FLORIDA STATUTE 653.842 r 9 c \ O 6 I �m�• \ 7 6B 1221/2" ,AI 60" HIGH 6 I RAISED SEAL, OR DIGITALLY SEALED, n 3 € o ` \ I M1 I SET OF BUILDING PLANS ARE ON FILE 00 K E G 13 1 \ \ ATTIC I 1.3 OFFICE AS DIRECTED BY FLOR DAIN THE THIRD PARTY US NG EDBPR C L ACCESS ;I BEDRDDM I � a e. a (LGHT W ATTIC) j I I THE MANUFACTURER'S DATA SHEET a' ] \ i'� 9( of AND THE STATE(DBPR) INSIGNIA, SHALL .— C cc E '$ L-- _—�eJ i BE PERMANENTLY MOUNTED TO OR V 6 I ABOUT THE ELECTRICAL PANEL (COVER). O M � \ c \ \ \\ III \\-------------- — — /// T_ Q O M85" FAN PREP.; 4)€ E $Q Hn=o W 71 69" AREP1 O 11H ------- —\ �� -- -�--1- 7 - iz \ \28'=911 8 % —/_I_. - — -- -- --N- \ \,o =a / \ \ - ; i HWC Engineering, Inc. s¢ \\ \ \ \ \ \ /oj14 \\ / I 1627 South Myrtle A— CI(7a335767LIVIIVG RM. 01 6 i 27)584-8,5, ' ] I 152 7 I I REVISION SCHEDULE: 7 MH O "NOTICE: €a�€ ' \ I REVISION BY: REVISION DATE: SECTION 553.80(1)(m, FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) f ] ] I 6 \ 6 I BUILDINGS, BEARING THE DBPR INSIGNIA, FROM -f I �`—I b` I FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING/ AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONALREGULATION (DBPR) ATTESTS THAT THESE PLANS HAVEBEENREVIEWEDANDTHEBUILDINGHASBEEN 13 INSPECrED BY A STATE APPROVED— PARTY AGENCY B FOUND COMPLANT WITH ALL REFERENCED CODES JACOBSEN NOTE: ALL EXTERIOR OUTLETS(RECEPTSILIGHTSIOTHER) AREA RESERVED FOR LISTING AGENCY OVAL STAMPS: ILI STATE STATE OF DRAWN BY: D.HULL ❑ ❑ SHALL BE COVERED WITH AN APPROVEDAJSTED FIXTURE OR 2020 FLORIDA RESIDENTIAL COD , ❑❑�❑ ELECTRICAL SYMBOLS LEGEND COVER THAT IS BOTH LISTED AS WEATHER RESISTANT AND OPRov �' Florida o ❑„❑600 Packard Court, WATER PROOF- NO NOTE DENOTING WR OR WP IS REQUIRED. 7th EDITION • Incl. 2021 Supp Tent` �Q Q u DATE: 1/29/2D21 Safety Harbor, FL 34695 Y �"' ❑❑❑ 727-726-1138 RECEPTACLES WP EXH. FANS MH EXTERIOR LIGHT FIXTURES (WP NOTE NOT REQUIRED) �, • U BUILDING: 2020 FRC SCALE: Not Printed To Scale TYPICAL TYPICAL TYPICAL 67 W/ LIGHT 2062 NO LIGHT (ALL FIXTURES SHALL BE WEATHER RESISTANT - REQUIRED) J Q mmIArI.2o2T sDpplpmmm 120 VOLT 0 240 VOLT 0 120 VOLT 2SWITCHES 1SWITCH n Q THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE-BUILT,Z i PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. SWITCHES WH SMOKE ALARM(S) 0 11-03-2021' d ^z MECR: 2020 FRC w SHEET: J WATER �L TYPICAL TYPICAL �COMBIN. (n Q M TI EDmON-1-1. 2021 Supplame,ItA �� JACOBSEN HOMES CERTIFIES. THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN $ TYPICAL S HEATER tf WALL MNT. CEIL MNT. SMOKE Cc EITHER SYMBOL MAY BE USED _ R Z w PLUMB, 2020 FRC EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING JUNCTION BOXES CEILING FAN (OPTIONAL) INTERIOR LIGHT FIXTURES F"W(a� 1� i AND URBAN DEVELOPMENT MUD). NEAR EDGE ,IUNDER WTI EDmoN-IneL 2021 svpplamenb A_OF FLOOR `U. FLOOR FAN PREP LED Q Z ♦' € (WET LDQ. \ Ill O DESIGN WINDSPEED -VUII: 170 mph-VNIt THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH ELECTRICAL PANEL THERMOSTAT T.V. /PHONE PREP. (OPTIONAL) LED MP G V ENERGY: 2020 FRC B DESIGN WIND SPEED • Vmd: 131.68 mph• Vectl `.O U O MAXI MUM WIND EXPOSURE CAT.: D VELOCITY HURRICANE ZONES (HYNZ - I.E.; DAOE COUNTY, FL OR BROWARD COUNTY, FL). n EDmON-IneL. 20215upplpmenro ® TYPICAL ❑T TYPICAL T.V./PHONE STANDARD POSITIONED RECESSED GASKET WALL MOUNTED Fn r� N MAXIMUM MEAN ROOF HEIGHT: 15 ILII u BUILDING (RISK) CATEGORY O -N): II • ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TO TALLY THESEDETAILSAND PLANSARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OFUM DRAWING PACKAGE CONTAIN CONFIDFNTIALANWOR PRIVNFGED INFORMATION ANY UNAUINORDED USE, COPYING, DISCLOSURE.OR DISTROu"RON OFTHIS PACKAGE, OR ANY l- 7T-CCDD ,y ELECTe 2017 N.E.C. ASCE EDITION/VERSION: ASCE7-16 SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/ OR INDUCEANY LOADS OF THE LAMENTS CONTAWED THEREIN, IS STRICTLY PROHIBITED BYJACOBSFN HOMES AND NAY BE UNLAWFUL THESE MATERIALS ME PpOVNEO TO THE RECIPIENT FORSPECIFlC PURPOSES ONLY AND SHALLNOTBESCANNED,COPIED.Op OTHERWISE REPRODUCED ANDA)R TIIEAPPROVALSHOWNABOVE, INDIC YREi'R1v� E PLANS AND ALLSPECIFICATIM- MAXIMUM SIDEWALL HEIGHT Roches): 108 AND/OR ANY OTHER FORCES ONTO OR THROUGH THIS BUILDING/STRUCTURE. DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUTEXPRESS "ITTENAUTHORDATIONMOM JACOBSEN HOMES. THIS DRAWINGPACKAGEANDALL USCONTENTS METHE EXCLUSIVEPROPERTY OFJACOBSEN HOMES. ALLRIGHTSRESERVED.COPYRIGHT2021 CONTAINED WITHIN THIS DRAWING PACKAGE ARE INCOUPUANCEWITHALL CODES REFERENCED. MODIELIuco ccn.w.,Mae",';'.I `THIS BUILDING IS NOT A HUD BUILDING• ELECTRICAL NOTES: ❑❑❑❑ 1. TAMPERALLB LISTDCEPTACLES.ALLNT AND PTACLE.SEE- AND 250-VOLTNONLOCKING- TYPE SHALL BE LISTED TAMPER•RESITSANT RECEPTACLES. SEE 2017-NEC-406.12. 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 RECEPTACLE OUTLETSINSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED ❑ WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED ❑❑❑❑ 5. WHEN S(ATTACHMENT PLUG ISINSERTEDO OR REMOVEDFROMF THE BUILDING ACLE SHALL BTLST 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 ErFHER A BREAKER OR A GFCI RECEPTACLE Safety Harbor, FL 34695 7. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS 727-726-1138 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 BASIN COUNTERTOP. JACOBSEN HOMES O❑: ❑M®E] 600 Packard Court, ❑EID Safety FL 34695 727- 26-1138r, - FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, RECEPTACLES ,R� TYPICAL UU 120 VOLT THIS STRUCTURE HAS BEEN DESIGNED ELECTRICAL CIRCUIT SHEDULE I # I DESCRIPTION/NOMENCLATURE I SIZE I SIZE I # I DESCRIPTION/NOMENCLATURE I SIZE I SIZE I # I DESCRIPTION/NOMENCLATURE I _SIZEI 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 1 12 RESERVED -CIRCUIT NOT USED NA NA OPT. MICROWAVE -ARC FAULT AF-20 12-2 1 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-16 14.2 16 ELECTRIC RANGE 40 8-3 GENERAL PURPOSE -ARC FAULT AF-15 14.2 17 OPT. DISHWASHER -ARC FAULT/GFCI AFIGFCI.15 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 (WASH ER)- ARC FAULT AF-20 12-2 GENERAL PURPOSE -ARC FAULT AF-15 14.2 20 LAUNDRY (CLOTHES DRYER) 30 10-3 ELECTRICAL SYMBOLS LEGEND WP EXH. FANS MH V- TYPICAL TYPICAL W/LIGHT 2062 NO LIGHT (0 240 VOLT db 120 VOLT 67 2 SWITCHES 1 SWITCH RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA HVAC(HEATING/AC)-BY OTHERS 75 3-3 SMOKE ALARMS QNTERCONNECTED/AF) AF-15 143 RESERVED -CIRCUIT NOT USED NA NA J-BOX-ISAMPERE 15 14.2 RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA RESERVED -CIRCUIT NOT USED NA NA TOTAL NUMBER OF BREAKER SLOTS USED = TOTAL NUMBER OF CIRCUITS USED = NOTE: ALL EXTERIOR OUTLETS (RECEPTS/LIGHTS/OTHER) AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: SHALL BE COVERED WITH AN APPROVED/LI$TED FIXTURE OR 2020 FLORIDA RESIDENTIAL CODE, COVER THAT IS BOTH LISTED AS WEATHER RESISTANT AND WATER PROOF- N.0. NOTE DENOTING WR OR WP IS REQUIRED. 7th EDITION- Inc1. 2021 Supplements P NOTE NOT REQURE (ALL FIXTURES SHALL BE WERIOR LIGHT FIXTURES EATHER RESIS ANT! REQUIRED) 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 - Inc1. 2021 Supplements 25 CONSTRUCTION TYPE V'B 21 OCCUPANCY SFD Single Story TOTAL NUMBER 1 OF STORIES: WIND VELOCITY (mph) 170 Vult (Ultimate) WIND VELOCITY (mph) 131.68 Vasd (Allowable Stress) FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 psf FLOOR LOAD ALLOWABLE 20 ROOF LOAD psf SEISMIC LOAD 0%O g Jacobsen MANUFACTURER Homes HIGH VELOCITY N O HURRICANE ZONE PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. SWITCHES WH SMOKE ALARM(S) �V $ TYPICAL WATER $ HEATER TYPICAL TYPICAL 46 WALL MNT. S4 CEIL MNT. COMBIN. SMOKE /CD SYMBOL MAY BE USED JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED (MOD.) BUILDING HAS BEEN EITHER EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPARTMENT OF HOUSING JUNCTION BOXES CEILING FAN (OPTIONAL) INTERIOR LIGHT FIXTURES + AND URBAN DEVELOPMENT (HUD). NEAR EDGE IL UNDER LED THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH AK OF FLOOR IU0 FLOOR FAN PREP 4C. 4 1 (WET LO LED 1 {l�} G` ELECTRICAL PANEL THERMOSTAT T.V. / PHONE PREP. (OPTIONAL) VELOCITY HURRICANE ZONES (HVHZ - I.E.; DADE COUNTY, FL OR BROWARD COUNTY, FL). ®TYPICAL ❑T TYPICAL � T.V./PHONE I STANDARD POSITIONED RECESSED GASKET WALL MOUNTED ANY ATTACHMENT(S) TO THIS STRUCTURE SHALL BE COMPLETELY AND TOTALLY THESEDETAUSAN0 PLANSA WNFlDENT"OPROPRIETARYMATERIALSTHECONTENTSOFTHISDRILWNOPACKAGECONTAINWHN DENTMLANWORPRIVREGEONFORMATOM ANY UNAUTHOR ED USE, COPYING,DISCLOSURE, OR DUITWBUBON OF THIS PACMGE, OR ANY SELF-SUPPORTING AND SHALL NEVER TRANSFER AND/OR INDUCEANYLOADS OF THE CONTENTS CONTAINEDTHERFJN, IS STRICTLY PROHIBITED SYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ME PROVIDED TO WE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED. OR OTHERWISE REPRODUCED ANDIOR THE APPROVALSNOWNABOVE, INDICATES -REVIEW OFTHE PLANS AND ALL SPECIFICATIONS AND/ORANYOTHER FORCESONTO ORTHROUGHTHIS BUILDING/STRUCTURE DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOUMTHIS DRAWING PACKAGEMD ALL ITS CONTENTS ARE THE FIICLUSIVE PROPERTY 01 JACOBSEHHONES. ALLRIGHTSRESERVED. COPYRIGHT 2021 CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN NO.: 2540-0813 (MICP-3871) PLANS COMPLY WITH RULE 61-13203 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). 1172 HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727) 584.8151 **NOTICE: SECTION 553.80(1)(d), FS, SPECIFICALLYEXEMPTS STATE APPROVED MANUFACTURED (NODULAR) BUILDINGS, BEARING THE DBPRINSIGNUL, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) A770ITS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3W PARTY AGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES. ❑❑❑❑M In n» ❑■,❑Z ii u5 2Uj ❑❑,❑ y L'Yi£n 0] a s ❑❑❑❑ Q o W P.E. SEAL: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Incl. 2021 Supplements N O O M EO OZ LD V iU N et Z O �OLLly i1iY CI)= a O LL n A7 LU r W .�. i� ' y T T 1 mm�m 8. M Q. '€o =g9° co 1 �. O g9"I U C @PaA4 .GAB 0 Q M 00 c>s :i Wg�i W€aN CO C „y N W FPS€ ao 0 €>g0 REVISION SCHEDULE: //�� /a� REVISION BY: REVISION DATE: UJI STATE: STATE OF DRAWN BY: D. HULL 'g Fiorlda DATE: 1/29/2021 BUILDING: 2020 FRC `Q M a EC V 4 t Q EDm2o2 oN-ma, sBPple`0 S SCALE' Not Printed 2;m To Scale n? SHEET: 2020 FRC � W TI Q EOmON-IncL 2031 Supplements EDITION a n E 3 I.. VIPPLUMB.: 2020 FRC Z a 71 EDmON-IOeL 2021 SUPPI-W € W H DE SIGN WIND SPEED -VuH, 170 mph -VW1 a ENERGY: 2020 FRC O W DESIGNWIND SPEED -Veld: 131.amph.Vud U (n TI EDITION - th.L N21 Supplement; MAXIMUM WIND EXPOSURE CAT.: M D s LU MAXIMUM MEAN ROOF HEIGHT. u BUILDING(RISK) CATEGORY O-IW: 15 11 ELECI_ 2017 N.E.C. y. ASCE EDITON/VERSION: MAXIMUM SIDEWALL HEIGHT (1nches): e,� uEu ,...moo. ,..,..,..,, ASCE7.16 10B ..NvoPn� � x 'THIS BUILDING IS NOT A HUD BUILDING* �PL'��w4,LR B 12x8 wvvLYBscalexs0c � " TB.rsFFAmeTuwH.xG ORAASATHuwFex wcT - •-sa:xe�ulu"`ce`P wx;N'Ta"xl O wAuwtRL.Mo Fo�ixe�cLPnwEMs s�irowMErt HVAC LAYOUT ❑010 JACOBSEN HOMES EIME 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 DESIGNEDOR 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 LLAIRSUPPLY REGISTERS ARE ADJUSTABLE EXCEPT WHERE E OTHERWI A S SPECIFIED ON PLANS. 2 TNT. DOORSS SHALL BE UNDERCUT 1• MIN. ABOVE THE FINISHED FLOOR FOR ptT1RN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS. 3. RESIDENTIAL P CATIONS: RESTROOM VENT FANS SHAL P OVIDE 50 CFM MINIMUM OF VENTILATION. 4. COMMERCIALAPPUCATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. S. BATH VENT FANS SHALL BE DUCTED TO OUTDOORS(EXTERIOR OF THE BUILDING). -6.— THE RANGEVENT SHALL BE OUCTED TO OUTDOORS OR OF THE BUILDING) , ), OAS OTHERWISE ALLOWED BY FRC WITH 7. HVAC EQUIPMENT SHALL BE EQUIPPEDED WITH OUTSIDE FRESH AIR INTAKE(S) COMPLYING WITH THE REQUIREMENTS OF FBC D WITHIN 26'.O BY OTHERS. & A SERVICE RECEPTACLE SHALL BE INSTALLED QUIRE 25' OF THE HVAC INSTALLED EQUIPMENT(A CE THIS REO'DRECEPTACLE ISREQUIREDIS BE INSTALLED CONNECT BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK OTHER CONNECTSHALLALSO BE N-INSTALLEDASREQUIRED BV THE NEC ORACTOR. APPLICABLE CODE(S); ONSRE, BY AN AS ELECTRICAL CONTRACTOR MECHANICAL NOTES: CONTINUED • 9. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF RS.0. 10. 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. 11. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. t2. ANY AIR HANDLER RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. is. SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR COMPLETED ACROSS THE MATING LINE AREA(S) OF THE BUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO INSURE THAT THIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. 14. OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W FMC. IS. 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 AND PLANS ARE CONFUlE1rML AND PROPMFrMY MATERIALS THE CONTENTS OF THIS DRAW WG PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION ANY UNAUTHORIZED USE. COPYING, DLSCLOSURE, OR DISTRIBUTION OF THIS PACKAGE.OR ANY OF THE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDEDTO 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 AUTHORDATON FROM JACOBSEN HOMES. THIS DNAVANG PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL MGM RESERVED. COPYRIGHT 2021 MINIMUM REQUIRED EQUIPMENT SPECS: ALL CLIMATE ZONES: 1. PROGRAMMABLE THERMOSTAT IS REQUIRED 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 D -ANCOOLING AND/OR THE FLORIDA ENERGY CALCULATIONS -ATTACHMENTS) MAY RESULT IN AN UNBALANCED SYSTEM. A MANUALJ&S FORMS ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCETHE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE ACAIEATING EQUIPMENT IS PROPERLY SIZED (THIS IS REQUIRED AND IS ON -SITE, BY OTHERS- NOT JAC055EN HOMES). 4. CROSS -OVER CONNECTIONS (HVAC), FRESH AIR INTAKE, AND ANYREOUIRED TESTS (DUCT TIGHTNESS, BLOWER DOOR, ETC_) SHALL BE COMPLETED ON -SITE BY OTHERS. BY QUALIFIED PERSONNEL AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, 7lh EDITION - Incl. 2021 Supplements PLAN SPEC'S AND LISTING AGENCY C APPROVAL - THISDRAWINGPACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Incl. 2021 Supplements CONSTRUCTION TYPE V-B OCCUPANCY SFD TOTALNUMBER Single Story OF STORIES: 1 WIND VELOCITY (mph) 1,70 Vult (Ultimate) WIND VELOCITY (mph) 131.68 Vasd (Allowable Stress) FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 FLOOR LOAD psf ALLOWABLE 20 ROOF LOAD psf SEISMIC LOAD 0% g Jacobsen MANUFACTURER Homes HIGH VELOCITY N O HURRICANEZONE NY PLAN NO.: 2540-0813 (MICP-3871) PLANS COMPLY WITH RULE 61-132M 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). HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727)584.8151 **NOTICE: SECTION 553.80(l)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3W PARTY AGENCY & FOUND COMPLIANT WITH ALL REFERENCED CODES. ❑❑❑❑ 0On » N O N I ❑❑,❑ 0a2N 0 o an ❑❑❑❑ .Qj rDN P.E. SEAL: 2020 FLORIDA RESIDENTIAL CODE, 7lh EDITION - Incl. 2021 Supplements N O CD fN0 O Z>� % 1D a) L 4+ Z i " I �0,.1� L V Tao N � o suE Go CM 3 p d.� w cc r (a r-� Hil V V J P51� .O M N o o oo i, W E ED Wyk O QLo �a3� CM �s9N REVISION SCHEDULE: ® REVISION BY: I REVISION DATE: W } STATE STATE OF Florida M 0 DRAWN BY: DATE: BUILDING: 2020 FRC EDITION - Ma=21 Supplemwd4 SCALE: CC 71 Q Q d € MECH.: 2020 FRC SHEET: = 71 I EDITION - Inc1. 2=1 SUPPleweniA Q PLUMB.: 2020 FRC EDmON-1ncL 2021 SUPPlemantP 1- W IZ 0 T � F D. HULL 1/29/2091 Not Printed To Scale mi H 0 DE SIGN WIND SPEED -Wit: 170 Mph -Vu11 V O ENERGY: 2020 FRC DESIGN WIND SPEED. Vaad: 131...ph•VMEd EDITION-1-1.2021 Supplements MAXIMUM WIND EXPOSURE CAT.: D Y MAXIMUM MEAN ROOF HEIGHT: 15 W u BUILDING (RISK) CATEGORY O- Rf): II a ELECT.: 2017 N.E.C. ASCE EDITION/VERSION: ASCE 7.16 THE APPROVAL SHOWN ABOVE, INDICATES THAT REVIEW OF THE PLANS AND ALL SPECIFICATIONS MAXIMUM SIDEWALL HEIGHT Ilnches): 1GS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. m�uEu:we ovoP3e".I A •THIS BUILDING IS NOT A HUD BUILDING' moo. ,..,.,,..,, _ R a M.PLr�pl,ure,ee 12X8 swvueeDBrens:m A rrv.AA A mErunn Apgawus ATAAxsFTA oecr IFow euuxcm eemnv am srbTeM) Osee FKcwtAleset9npnt4 a reeE"srALLXPTNAauaxTN6 wAu m um DF me cemND As snowN. HVAC LAYOUT C/') Z o co O x _I q O CD N Cn U C/') MECHANICAL NOTES: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANS. 2. INT. DOORS SHALL BE UNDERCUT I' MIN. ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS. 3. RESIDENTIAL P C TIO S: S ROO SS PROVIDE 60 CFM MINIMUM OF VENnLATION. 4. COMMERCIALAPPUCATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. 5. BATH VENT FANS SHALL BE DUCTED TO OUTDOORS (EXTERIOR OF THE BUILDING). E RANGE VENT SHALL BE DUCTED TO OUTDOORS (EXTERIOR OF THE BUILDING s THE (EXTE ), OR AS OTHERWISE ALLOWED BY FRC WITH 7. HVAC EQUIPMENT SHALL BE EQUIPPEDED WTTH OUTSIDE FRESH AIR INTAKE(S) COMPLYING WITH THE REQUIREMENTS OF FBC D WITHIN3. 5' O BY OTHERS. 8. A SERVICE RECEPTACLE SHALL BE INSTALLED QUIRE 25' OF THE HVAC EQUIPMENT (A CERTIFIED THIS REQ'D RECEPTACLE IS CTOR A BE INSTALLED ON-SITCONNECT , S A SHALL ALSO B EL ECTRICAL AS CONTRACTOR. THE LISTED QUICK ROTHES. R CO LICABL HAI I ALSO N- INSTALL N CERTIFIED E BY THE NEC TR OTHER APPLICABLE CODE(S); ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. —0" MECHANICAL NOTES: CONTINUED • ENTSINSTAL 9. ALL DUCTS AND DUCT SYSTEM COMPMI LED O THE .0. AREA WITH INSULATION, SHALL HAYS A MINIMUM R-VALUE OF RHE 10. ALL OFTHEB LAND DUCTSYSTEMHAVE MINIMUM R-SINSTALLEDON 0ORA ALLOEXTEWEOR D OF THE BUILDING, SHALL HAVE AMINIMUM P-VALUE OF R-8.0 OR AS ALLOWED BY THE ENERGY CODE. 11. ALL HVAC, COMPONENTS INSTALLED ON -ARE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. COMPARTMENTS STOPPED 12 ANY AIR HANDLER / RETURN AIR WITH TH F SHALL BE FIRE STOP AND SEALED N ACCORDANCE WITHTHE FBC, TO BE T OTHERS. 13. SOME BUILDINGS MAY HEMATITE DUCT WORK TO BE INSTALLED AND/OR COMPLETED ACROSS THE MATING LINE CONT(A) CONTRACTOR THET BUILDING,RISTHE WORKIRESPONSIBILITYOMPLOFTHEINSTALLATIONDINGISLOSTO INSURE THAT THIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. . OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/FMC. IS 15. OPT. FACTORY BUILT FIREPLACES SMALL COMPLY WITH UL•19. —9'-4" 10'-8" 5'-6"133-611 CEM (2) 30 1/2' X 60 1/4' 30 1/2' X 40 1/4' 30 1/2' X 12 1/4' 30 1/2' X 40 1/4' 30 1/2' X 40 1/4' I 11 _7T---- �l + + IyL _J D/W l 00 14 � DINIIIIG I p LL —= j 79.5 ~_ ---------- Oil > TICC 4:11X 12X8oO OvE- 141 '' I ' HL HL II -II N I I BEDROOM # 2 I PART / 4052-R8 94 12X8. OX6 I \ / II 5 MINIMUM REQUIRED EQUIPMENT SPECS: ALL CLIMATE ZONES: 1. REFETOTHEPROGRAMMABLE FLORIDA ENERGY IS CALCULATIONS REQUIRED BE INSTALLED. 2 REFER TO DRAWING P ENERGYORMINIMUM SPEUDED CIFICATIONS. S. I THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES,THE MINIMUM EQUIPMENT COOLING EQUIPMENT QUIPBEINSTALLED. 3. FAIL THET E TOTOTAL INSTALL HEATING ORS BUILDING MEN TOTHATPLODUCES ATION THE TOTAL DESIGN CFM FOR THIS BUILDING (REFER FL APPLICATION ENGINEERING FOR HEATING AND COOLING AND/ON THE FLORIDA ENERGY CALCULATIONS FORMSATTACHMENTS)AREQUIRE TO ESULT IN AN COMPLETED SYSTEM. AMANUALTRA FORMSAREREQUIREDG I IN COMPLETEDBYA LICENSED HVAC CONTRACTOR ONCE ET BFI EQUIPMENT INSTALLED ON -IS IS REQUIRED ANDTHATIS E AC/HEATING EQUIPMENT IS PROPERLY SITED (THIS IS REQUIRED AND IS ON -SITE, BY OTHERS -NOT FRESH AI IN HOMES). 0. TESTS ( OVER CONNECTIONS (HVAC), O FRESH AIR INTAKE, ANDANYEDREQUIRED TESTS OTHERS, QUALIFIED DOOR, ETC—) SHALL BE COMPLETED ON -SITE BY OTHERS, BY QUALIFIED PERSONNEL —3"—�' VbLaSalleBristol Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C 6 SLGLDR. ----- -----� 6B µ L,jIzaztn aX31- pill 8 1AATTI ESS w5»l17 I II wA— I S24 PART / 1052-0 -- ----- � 7 I x / (IUW2 BOX) 12 T 12X8. 2 5 .12X8. LIVING RM. 152 10X6 O BEDROOM #1 I 111 I I I 30 1/2' X 60 1/4' 30 1/2' X 60 Ile 30 1/2- X 40 1/4' 36 1/2' X 60 1/4' 7'-3" 1 15'-4" 2lr 7' %AR. TEMP. 141-211 J00 JACOBSEN HOMES EIN 600 Packard Court, Safety Harbor, FL 34695 ::1130E] 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 * RAFTERS 161) O.C. 37'-0" This item has been digitally signed and sealed by Michael G Tomko, P.E. On 11/3/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AREA RESERVED FOR LISTING AGENC VAL STAMPS: IMPORTANT NOTES FOR HVAC CONTRACTOR / LAHJ 2020FLORIDARESIDENTIALCO 7th EDITION - [net. 2021 Sup men �PPROVEo • ** BOTH MANUAL "J" AND MANUAL 'IS" FORMS ARE *** ANY REQUIRED TESTING (BLOWER DOOR AND / OR ,�� v2 REQUIRED TO BE COMPLETED BY A LICENSED HVAC DUCT TIGHTNESS) SHALL BE COMPLETED BY THE C 11-03-2021 CONTRACTOR AFTER THE BUILDING HAS BEEN LICENSED HVAC CONTRACTOR OR OTHER'QUALIFIED z COMPLETED ON -SITE, TO ENSURE ALL EQUIPMENT AFTER THE BUILDING IS COMPLETED ON -SITE, NOT (n 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. • l.7'[' pF_ P T MEDETMLGANDPLANSAR WNRDEN MDPROPRIETARYMATERIALS THECONTENn30FTHISDRAWMGPACNAGEC WMNWO DEm1ALANWORPRIVGEGEDWFONNAMGN ANYUNAMOPf2EDUSE, COPYING,DISCLOSUREDRDL tBMONOFTNISPACNAGE,ORANY OF THE CONTENTS CONTAINEDTHERMN, 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 OTHERWISE REPRODUCED AND/OR THE APPNOVALSHOWN ABOVE, DID! A" AYRE HEPLANS AND ALLSPECIFlCATIONS DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION MOM JACOBSEN HOME6.THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSENHOMES ALL RIGHTS RESEflVE0. COp"GaNY 2021 CONTAINEDWITHINTHIS DRAWING PACKAGE ARE IN COMPUANCEWmI ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY to ❑❑❑❑ In 1r pD APPROVAL OO J xV LL ❑ ■, ❑ z 'E-z N 0 W m O m a = N THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED ❑ Q n ❑ ❑ ❑ D BUILDING ACT OF 1979 AND ADHERES ERES -7 y TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7lh EDITION - Inel. 2021 Supplements P.E. SEAL: "",,, 111` G �I",,,,' CONSTRUCTION TYPE V-B w. �'G E N IS ..�0��� OCCUPANCY SFD No 63802 ;. i • TOTAL NUMBER Single StoX 1 OF STORIES: t� WIND VELOCITY (mph) 170 Vult (Ultimate) S� i WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 tpQ��-Jtl[� �� .O R FIRE RATING OF EXTERIOR WALLS 0 hr. iO N z020 �i4�`CODE, ALLOWABLE 40 71h EDITION- Incl. 2021 Supplements FLOOR LOAD psf ALLOWABLE 20 psf N Do ROOF LOAD SEISMIC LOAD 0%O g (O Jacobsen O Z MANUFACTURER Homes W 0 HIGH VELOCITY N O y n 4o t3 9 HURRICANE ZONE D) z � J d J=0Uj:2 0. PLAN NO.: G LL R IL 2540-0813 (MICP-3871) PLANS COMPLY WITH RULE 61-G20-3 WITH FOR PRODUCT AND WITH N o ii 3 THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, $ E F co 0 SET OF BUILDING PLANS ARE ON FILE M INTHETHIRD PARTY LISTING AGENCY'S 0'L o�o'a OFFICE AS DIRECTED BY FLORIDA DBPR. IQ. m I - H THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL C 9 0 BE PERMANENTLY MOUNTED TO OR L _� 3 C < ABOUT THE ELECTRICAL PANEL (COVER). O w co N Wig O U atv(d �s N > 'gW 55;6` HWC Engineering, Inc. = 1627 South Myrtle Ave. E r9r B Clearwater, FL 33576 6 (727)584-8151 ' REVISION SCHEDULE: **NOTICE: SECTION 55I.80(1)(tl), FS, SPECIFICALLY EXEMPTS A REVISION BY: REVISION DATE: STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM N. .. FURTHEfl PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL Q REGULATION (DBPA) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 31d PARTY AGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES. UJI Q UBUILDING: Q Q a .J 71 STATE: STATE OF Florida on m E DRAWN BY: D. HULL DATE: 1/29/2021 2020 FRC EDmON-Inct.=1 Supplemmb SCALE: Not Printed To Scale MECH.: 2020 FRC EDmON- IncL 2=1 Supplements SHEET: . M2 Q N ) PLUMS. : 2020 FRC EDmON-Intl. 2021 Supplemen" �. QN W 17 O U W � S 3C x i . So Q a 'a DESIGNWIN"SPEED-Yell: 170 mph-WIt DESIGN WINDSPEED-Vend: 131.68mph.Vmd MAXIMUMWINDEXPOSUgE CAT.: D MAXIMUM MEAN ROOF HEIGHT: Is BUILDING OUSK) CATEGORY P - IV): 0 ENERGY: 2020 FRC EDITION-Ine120215upplemente ELECTJ 2017 N.E.C. y. ASCE EDITION/VERSION: ASCE 7-18 MAXIMUM SIDEWALL HEIGHT Pmhes): I" e0°u.Li, ,...�,. u"inl nP- •THIS BUILDING IS NOT A HUD BUILDING• ❑❑❑❑ POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL BE TYPE'L COPPER, CPVC, CROSS LINKED POLY- ETHYLENE OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL S). ❑ ❑ ■ ❑ 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATERR LINES. 3, THE WATER HEATER SHALL HAVE (SAFETY PAN WITH 1-INCH MINIMUM DRAIN OTHERS). TO THE EXTERIOR OF THE BUILDING (E SMALL 4. THE WATER HEATER TAP NEUEF VALVE SHALLLDRAIN TO THE EXTERIOR (ON -SITE, ❑ „❑ BY OTHERS) AND SHALL NOT TERMINATE BELOW THE HOME. TH S.THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL INSTALLED ON -SITE, BY OTHERS AND SHALL BE SAL. ❑❑❑❑ SUBJECTTO LOCAL -- 6. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE SHALL JACOBSEN HOMES 7. ASHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET 0FTHE FRESH WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) 600 Packard Court, AND SHALL BE SUBJECT TO LOCAL APPROVAL 8. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR Safety Harbor, FL 34695 727-726-1138 SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTHERS). POTABLE WATER SYSTEM LAYOUT COLD WATER DISTRIBUTION SYSTEM D/W K. SINK cV Iri SHOWER /, /2/ � /2 � l /.i n / / (26 7/8") (65 1/2") (2 3 453 3/4") " `/2, / / / TNIILET L/ , ❑❑❑ JACOBSEN HOMES ❑„❑ 600 Packard Court, Safety Harbor, FL 34695 ❑❑❑❑ 727-726-1138 ICE-MAK. LAV 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 (IUD). 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. INLE W/H (21 1/2") 3 (5/8") WASHER BOX Do I � CROSS OVER 9. WATER SUPPLY "STUB -UPS" TO BE 1/2" MINIMUM. 10. ALL SUPPLY 'CROSSOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70-INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ONSITE, BY OTHERS, AND SHALL BE SUBJECTTO LOCAL APPROVAL 12. WHEN PROVIDED;ALL FIXTURES FOR SHOWER(S), TUB(S), AND/OR TUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXIN G VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 12W F (48.8• Q. 13. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 14. EXTERIOR. FAUCET HOSE BIBS _OR_WALL HYDRANTS.(WATERSUP.PLY. OUTLETS WITH - HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE MANUFACTURES INSTRUCTIONS EXT. FAUCETS ARE INSTALLED ON -SITE, BY OTHERS. 15. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. 16. THE WATER SUPPLY PRESSURE SHALL NOT EXCEED 60-PSI. WHEN THE PRESSURE EXCEEDS 60-PSI, A PRESSURE REDUCING VALVE SHALL BE INSTALLED. IN NO CASE SHALL THE PRESSURE EXCEED 60-PSI. D/W K. SINK 1-1 0/2, N to 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. POTABLE WATER SYSTEM LAYOUT HOT WATER DISTRIBUTION SYSTEM SHOWER 01/22, 00 C0 (3 1/4") (72 1/4") (55 3/4") /���-1 dst /1/2 DO LAV 2 W/H t+7 LL-� /7 1,/C (17 1/2") /3 4 5/8n) WASHER BOX CROSS OVER This item has been digitally signed and sealed by Michael G Tomko, P.E. On 11/3/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Y (25") (55") \\/� 'I , `/2/ \�/ I F� /�� LAV TOILET LAV POTABLE WATER SYSTEM WATER HEATER DETAIL���®-�����®-'� • .w OR THEREDETAIL6ANDPUnMECONFmENTALANDMOPNETAMMATERMLS THECOMBDBOFTNISDMWINGPACKAGECOMAINCONFIDENMLANDIIRPRIVILEGED.MRM4 0N. ANY UMUTHORI USE. COPYING. DISCLOSURE ORDISTNIBUTON DFTIIS PACKAGE, ORANY OFTHE CONTENTS COWAW W THEREIN, IS STRICTLY PROHIBRE" BYJAWBSEN HOMER ANO MAY BE UNLAWFUL. THESE MATER IU S ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SMLLNOT BE SCANNED, COPIED, OR OTHERWISE REDRODUCED ANOIOR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORRATON FROM JACOBSEN HOMES. THIS DRAWING PACMGE AND ALL ITS CONTENTS ARE WE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENC AL STAMPS: 2020 FLORIDA RESIDENTIAL CC 'wppROVF 7th EDmON -Inel. 2021 Supp .ienlC` Q J. � J C 11-03-2021 ;D U1 THEAPPROVALSHOWN ABOVE INI IH if1lV EPAANS AND ALLSPECIFICATONS CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY to ❑❑❑❑ =M. APPROVAL 01 ❑E,❑ = yLL LU ❑❑,❑ to 0`n m a s N THISDRAWINGPACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES ❑ ❑ ❑ ❑ Q rn TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Incl. 2021 Supplements P.E. SEAL- 111188j"r 03 g,L G••T I I CONSTRUCTION TYPE V-13 •/��Ji�� ♦♦�G�� G E N S�•.-�O - OCCUPANCY SFD --� C No 63802 TOTAL NUMBER Single StOt= • OF STORIES: 1 • + • >wr - WIND VELOCITY (mph) 1,70 Vult (Ultimate) S3 WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 • • O R \ ♦ I FIRE RATING OF • ,� V ` �, g /IQ�,c EXTERIOR WALLS 0 hr. 2020F� " ODE, Y ALLOWABLE 40 7th EDITION- Inel. 2021 Supplements FLOOR LOAD psf ALLOWABLE ROOF LOAD 20 psf C4 SEISMIC LOAD 0% g Op M Io Jacobsen O Z > m MANUFACTURER Homes N G HIGH VELOCITY N O N L HURRICANE ZONE m 2 'a Z G G S ; t C4 00 Uj N E nV PLAN NO.: G I.V IL WIrk 2540-0813(MICP-3871) PLANS COMPLY WITH RULE 61-132" FOR PRODUCT APPROVAL AND WITH ^� sns9 THE STATE OF FLORIDA STATUTE 553.842 � E" Im Im RAISED SEAL, OR DIGITALLY SEALED, I) ,a4 € E SET OF BUILDING PLANS ARE ON FILE N y ffli IN THE THIRD PARTY LISTING AGENCY'S OFFICE M i c AS DIRECTED BY FLORIDA DBPR. y 3 z. 0 THE MANUFACTURER'S DATA SHEET U L- AND THE STATE (DBPR) INSIGNIA, SHALL •L BE PERMANENTLY MOUNTED TO OR vi ¢ ABOUT THE ELECTRICAL PANEL (COVER). e<s O M D a 5 u asy LL 00 ai� HWC Engineering, Inc. N ISn 1627 South Myrlie Ave. Clearwater, FL 33576 5 (727)584.8151 i REVISION SCHEDULE: *'NOTICE: SECTION 553.B0(1)(d), F5, SPECIFICALLY EXEMPTS REVISION BY: REVISION DATE: STATE APPROVED MANUFACTURED (MODULAR) Q BUILDINGS, BEARING THE DBPRINSIGNIA, MOM 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 PLAINS HAVEBEENREWEWEDANDWEBUILDING HAS BEEN Q INSPECTED BY A STATE APPROVED 3W PARTYAGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES. Q W STATE: STATE OF Florida o DRAWN BY: D. HULL 1/29/2021 BUILDING: 2020 FRC EDmON - Intl. 2D21 Supple nn, YDATE: 1E QQn, ILMEGH.: J =n. Q H fA Z Q T W 0 O 1. xP ; .s w SCALE: Not Printed To Scale � 2020 FRC EDITION -InPL20215upplaments SHEET: 1 PLUMB.: 2020 FRC EDmON-IneL=1 Supplements DESIGN WIND SPEED -Vult: 1701ph-VIlt DESIGN WINDSPEED-V.d: 131.68.ph-VnoI ENERGY: 2020 FRC N V T W MM I.L ZON- Ind. Wu Supplements J C MAXIMUM WIND EXPOSURE CAT.: D MAXIMUM MEAN ROOFHEIGHT: 15 BUILDING(RISK) CATEGORY P - IV): D ASCEEDITION/VERSION: AsCE7-16 MAXIMUM SIDEWALL HEIGHT Pnchee): IN poD� L eCO- •• M• • uNc�P-3e TI ELECT.: 2017 N.E.C. •THIS BUILDING IS NOT A HUD BUILDING' I SITE INSPECTION AND TESTING IS REQUIRED A LICENSED PLUMBING CONTRACTOR IS REGUIRED 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. J 3- VENT THRU ROOF (SEE PLAN FOR LOCATION NOT REQUIRED ALL PLANS) TYP. 3" VENT DETAIL SCALE: NTS 2°VENTTHRU ROOF J 2° TUB OR 11n° 2' W.C. WET VENT W.C. NN \ T3- PLUMBING NOTES: 1. THE DRAINPNASTEIVENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE 2 DWV SYSTEMS MAY BE ABS OR PVC PIPING. 3. TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY -OTHERS AND ARE SUBJECT TO LOCAL JURISDICTION(LAHJ). 5. 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 ROOF 1 1n" VENTTHRU ROOF OR I 2" VENT THRU ROOF 2' J J LISTED AIR ADMITTANCE VALVE J 2' SHOWER SHOWER LAV. OR OR 2° 2° 1 1n' 2' W.C. WET VENT ' W.C. WET VENT W.C. W.C. \\ T \\ TYP. SHOWER DETAIL SCALE: NTS 1 1/2' VENT THRU ROOF OR LISTED JL AIR ADMITTANCE VALVE (AAV) TUB 11n' TYP. TUB DETAIL SCALE: NTS ❑❑❑❑®0 JACOBSEN HOMES 600 Packard Court, E1,031, Safety Harbor, FL 34695 ❑❑❑❑ 727-726-1138 MIS 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 0tW2 - LE: DADE COUNTY, FL OR 13ROWARD 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. II 1 112' VENT THRU ROOF OR LISTED J✓ AIR ADMITTANCE VALVE (AAV) KIT. SINK 11n° 1 in' I 1 112" VENT THRU ROOF OR LISTED J✓ AIR ADMITTANCE VALVE (AAV) LAV. 1 1n° TYP. LAV. DETAIL SCALE: NTS VFtUT TARI F- DISTANCE OF FIXTURE TRAP FROM VENT SIZEOFTRAP INCHES (INCHES) SLOPE INCHES PER FOOT) ( n DISTANCE FROM TRAP (FEET) 1 1/4' 1/4" 1112" 1/4" 6'-0° 2' 1/4" 8'-0' 3- 1/8" 12'-0° 4° 1/8, 16'-0' TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE 11n°VENTTHRU ROOF OR JLISTED AIR ADMITTANCE VALVE WASHER 2' 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 IS Tomko, P.E. On 11/3/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies PLAN SPEC'S AND LISTING AGENCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITHTHE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION - Inc1. 2021 Supplements CONSTRUCTION TYPE V-B OCCUPANCY SFD A Single StolX TOTAL NUMBER OF STORIES: 1 WIND VELOCITY (mph) Vult (Ultimate) 170 WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 4O Sf p FLOOR LOAD ALLOWABLE ,201�Sf ROOF LOAD P SEISMIC LOAD 0%O g Jacobsen MANUFACTURER Homes HIGH VELOCITY N O HURRICANE ZONE PLAN NO.: 2540-0813 (MICP-3871) PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE S53.842 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). HWC Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727)564.8151 **NOTICE: SECTION 553.80(1)(d), FS, SPECIRCALLY IXEMPTS 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 ANDTHE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED 3rd PARTY AGENCY 4 FOUND COMPLI-T WITH ALL REFERENCED CODES. ❑�� � 0 ❑■,❑ m x a,— v ❑❑,❑ W Y,Op r ro li s n �1:1❑1:1 P.E. SEAL: ,�101111fill, ,�. EL G �• No 63802 . •� r• 2020 F�G�ODE, 7th EDITION - Incl. 2021 Supplements N O O LD O O z Z ID _ y O If) cc 5 V N i10 �r n Z O G J d C O w o C.)R N O j �. IL 4 W s i1 �`` / 3- 59a00 s C? =��w V rr His o i O9 if NS L CM N $3'g€ ��Ru os9 Eames �sgo REVISION SCHEDULE: ^^ 14\1 REVISION BY: REVISION DATE: PLUMBING NOTES: B COMPLETED BY LICENSED PLUMBING CONTRACTOR AND 1. ALL PLUMBING SHALL BE P COMPLY WITH ALL STATE AND/OR LOCAL CODES AND INSPECTIONS. 2. ALL'BELOW FLOOR" SANITARY PLUMBING (DRAIN/WASTE/VENT SYSTEM - DWV) SHALL BE COMPLETED BY A LICENSED PLUMBING CONTRACTOR: ON -SITE, BY OTHERS. FOUNDATION NOTES: 1. THE FOUNDATION DESIGN AND CONSTRUCTION ARE BY OTHERS AND ARE SUBJECTTO ALL STATE AND/OR LOCAL CODES AND INSPECTIONS. 2. AMIN. 6 MIL POLY VAPOR BARRIER IS REO'D TO COVER THE GROUND BELOW THE ENTIRE BUILDING. A M IN. 12" OVERLAP IS REQUIRED AT ALL SEAMS. ALL HOLES/TEARS/VOIDS IN BOTH THE POLY VAPOR BARRIER &'BOTTOM BOARD' SHALL BE REPAIRED / SEALED. 3. ALL COMBINED VENT. OPENINGS SHALL HAVE A NET FREE AREA OF NOT LESS THAN ONE (iJ SQUARE -FEET FOR EACH 150 SQ.FT. OF CRAWL SPACE (AREA BENEATH THE BUILDING),IMPORTANT - THIS REQUIREMENT EXCEEDS THE MIN. VENTILATION OF FRC. 4. ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC I FRC MAY BE USED, AS LONG AS, THE MIN. VENTILATION REQ'D IN NOTES (ABOVE), MAINTAINED BY OTHERS. ( ) ( ) FOUNDATION NOTES (CONT.): DES By S. WHEN THE FOUNDATION PLANS ARE DESIGNED OTHERS,JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(s)ALouc WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEOUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS 6 SYSTEMS RELATING THERETO. FLOORPLAN NOTES: - 1. WHEN ANY DWELLING IS INSTALLED SUCH THAT THE DISTANCE FROM GRADE TO THE BOTTOM OF ABOVE ME INTERIOR FINISHED FLOOR SHALL HAVE WINDOW GUARDS MEETING THE REQUIREMENTS ABOVE THE INTERIOR FINISHED FLOOR SHALL HAVE WINDOW GUARDS MEETING THE REQUIREMENTS SET FORTH IN SECTION 1013.8 OF THE FLORIDA BUILDING CODE (INSTALLED ONSTE IBY OTHERS). 2. SOME ITEMS SHOWN MAY BE OPTIONAL SOME ITEMS SHOWN MAY BE SITE INSTALLED, BY OTHERS. SITE INSTALLED ITEMS MAY VARY& ARE NOT COVERED UNDER THESE APPROVED PLANS, BY OTHERS, 3. THIS BUILDING MAY BE MIRRORED (ALONG ANY AXIS) WITHOUT ANY REAPPROVAL OF PLANS. 4. ANY DIMENSIONS SHOWN ARE TO FRAMING ONLY& DO NOT REFLECT EXT. SHEATHING, SIDING, ETC. S. HITCH MAY BE LOCATED ON EITHER END OF THIS BUILDING WITHOUT ANY REAPPROVAL OF PLANS. 6. MULTIPLE DESIGN WINO SPEEDS APESHOWN. THE BUILDING MAY BE BUILT TO ANY WIND SHOWN. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020FLORIDAInd. 2021 71h EDITION - Intl. 2021 Suppl enp,PPRO VF� J A CD / o 11-03-2021 N Z lL �(V 'A Z O `LY rGi -f N.I �' Q Y ' + V Q R n' ,..I TI Q (n �--+ W Z T W 0 fO, (n UT Uj STATE: STATE OF Florida DRAWN BY: D. HULL DATE: 1/29/2021 BUILDING: 202E FRC EDmoN•IncL 2o215upplementP SCALE: Not Printed To Scale w SHEET: c �� s S ; DESIGNWINDSPEED-Vulc 170mph-Vo11 w DESIGN WIND SPEED - Vssd: 131.0 mph-VAsd Z MAXIMUM MANND ROOF OHECHT:SURE 5 s is MAXIMUM MEAN CATEGORY u BUILDING (RISK) CATEGORYO•M: n Q MECH.: 2O2O FRC EDITION - Intl. 2031 SupplemonU PLUMB, 2020 FRC EDITION-Incl.2021 Supplements ENERGY: 2O2O FRC EDITION- Incl. 2021 Supplements ELECT_- 2017 N.E.C. THESEDETMLSANDPLANSARECONRDE LANDPROPmETA11YMA MAM TNECOLRENTSOFTHISORAWDLOPACKAGECOMMNCONRDEm1ALAND/ORPRIWLEGMMMRMATION. ANYUNAUMORILEDUSE,COPYING, DMCLOSURE OR DISTRIBUTION OFTHIS PACKAGE, ORANY OPTHECONTFNTS CONTAINED TIEgEIN, IS STRICTLY PROHIBITED BYJACOBSENHOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDFDTO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BESCANNED. COPIED. OR OTHERWISE REPRODUCED ANdOR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORUATION MOM JACOBSEN HOMES THIS DRAWDIG PACLGGEAND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED. COPYRIGHT 2021 l- T�J ^ ����Qp qqT�r' THEAPPROVAL SHOWN ABOVE, INDI �1HWI¢wnW bF PLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE OMPUANCE WITH ALL CODES REFERENCED. Ly ASCEED SIDEWAION I RSION: MAXIMUM SIDEWALL NEIGHilinches): e,OOE W,...... ,..,..,'.,. ASCET•0 tOB Io°;�:: x 'THIS BUILDING IS NOT AHUD BUILDING* I I i I I 0 O SHEAR WALL ANALYSIS CE Edition: ASCE]-1 AS O SHEAR WALL JOIST ANALYSIS 170 mph - Vult MAGNUM Sidewall Height (Inches): 106 8 170 mph - Vult Wind Speed Vesd (AUaW,bie Stress Design): 131.65 mph- Vasd leachaum Root Angle (DMI-1: 20. MaxhO n MEAN ROOF HEIGNT(MR1Q In feet: 16-feet Mulmum Truss Spacing (in. D.C.): 16 -Inch o.e. Maximum WIND Ei(FOSURE CATAGORY(WEC): D Internal Pressure CoemCierm GCPI c 0.18(Encloeed) ON -Frame ONLY PERF. Wall Construction Strapping Connections ASCE7-16 Wall ID Load/Force lWormeUon Mlnlmum ReciMirenents Chooso ONLY ON,(M or N) C.-ScUon Spedfi.ellons Mlnlmum Floor Joist Requirements/Specifications WJSSW2 A B C D E F G H I J K L M N 0 P O R S T Uplift Min, PERF. Yaz. u=* Mln. Mt Num.ol Fastener Fastener Fastener Max. TOTAL Forco PLF or Number Sheath. SheaU. She Sh . SINGLE TYPE DU ITIL LENGTH PACING SHEARWALL SHEAR WALL 3 TTIb. Shear Rating SEGM. Well of Sines Fasten. Fazten. EDGE FIELD Framing 20 Ga. Simpson Floor Floor Floor JOIST JOIST g Force (Heed) (Reign OPTS) SheaN. Sheath. TYPE S� Fasten. Spacing Fasten. Spacing PANEL Strepe Bracket Floor Well CCI"'9 Wall Ceigng Wall Calling °UANRY SQE/TYPE ui Load) Design) lP/S) (im O.C.) V1u O.C.) SEAMS finches) (Each) Wall Ceiling (Inches) (Inches) pm O.C.) 1 2649 1659 1N P 7116 1 Staple 169c. 4 3 1.5 2 HDUBSUS2.5 NAIL 0.131 35 8 1 _SP•2 2 2649 1113 124 P 7116 1 Staple 169, 6 3 1.5 2 HOUSSDS2.S NAIL 0.131 3.5 8 1 2x8 SP 42 3 ESW3 — —2 2B04 323 P ]A6 1 Nail SAM 4 3 1.5 3 HOUBSDS2.5 NAIL 0.131 3.5 4 3 2x85PY1 4 ESW4 22S 3842 2196 244 P 7716 1 SOFT, 169, 4 3 14 2 HDU8SDS2S NAIL 0.131 3.5 5.5 3 2xe Spe2 5 NA _ _ 0 0 6 NA _ 0 0 7 NA _ _ 0 0 8 NA 0 0 9 NA 0 10 NA O ❑ COLUMN / RIDGE BEAM ANALYSIS / DATA ASCE7-16 MAXIMUM COL STUD LENGTH pnahes) =1I14r.hes MAXIMUM ALLOWABLE ROOF LOAD (list) = 20 DO COL NUM. COL TYPE COLUMN STUD(S) ADD BLK TOTAL COMBINED SPAN (Left +Right) (n Feel) 170 mph - Vult COLUMN DATA RIDGE BEAM DATA CITY. LUMBER SPECIE/GRADE COIUmn Column Numberot UPLIFT GRAVITY 20 GA. Iliad Load STRAP(s) (Pound,) (Pounds) Span LEFT Span RIGHT Ridge Beam SIZE(HT.) Span LEFT Ridge Beam SIZE(HT.) Span - RIGHT 1 SPF #3 N 4692 12.08 NA 12 2 SPF #3 N 4692 12.08 - 12 NA 3 - - - - - - NA NA 4 NA NA 5 NA - - - - - - NA NA 6 NA - - - NA NA 7 NA - - - - - NA NA 8 NA 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 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 ❑❑0 600 Packard Court, ❑441F 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 - 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. SHEAR DIAPHRAGM ANALYSIS ROOF SHERTHWG USED AS DIAPHRAGM ASCE7.16 - - - MAAEI NVUUEAN ROOF HGHT -1 NAANUMwIND—OSUREGIEGORY =O MAG161UMALLOWABLEFNOLOAD -24p.1 TOP OF BOTTOM CHORD OF TRUSS SHEATHE ,I FIwn2 = MAlCNW4O.G TPUSSSPApnG RM6n-See CmaNnlonWwM= MlneaUM REWIPEDpMPNRAGMCALCUUTEO(pill THICKNESSOFROOFSIffATHNe(rKMO= MINIMUM REQUIRED FASTENER - TYPE= MINIMUM PEWIPED FASIENEP.SPEC.= ..UA°REW�E .TENER-LENQT„D� l= DMPRAGM mocp6uluNeLoc�D- MAYIMUN MaC%MA.C. FASIENEPISPACW6( eeel9 FNJ6 = TRUSS FRP.WNO-SPECIESa= ACNALMA%CHUM CAPACDY OFSHEATNNG (q47. I—DIPP—PASS,— BLOLMNG PEdnPFD ATf es lmm FACHEMwaol = 170mph -VITA GABLE ROOF M Zme a = 4-feet � IROM &a. 1) a—.,— (Ro6l Z6ro2) Comer zero IRroIZen63) He le- c. 166-Pe ]ne-kiM Nap 846Mkar Nap 10.113 CD Nab) 2-�A IInBble4 SEE SHEATHING FASTENING TA6LELOWER NONT SP-SOUTHERNPWE-FRAMING 262-PI PASSES ,� SHEAR DIAPHRAGM DESIGN NOTES: ,76agA.MA umw6.ap.d o waapn.uumhmsMe, m,awpFmraq pv9wwgFauwaoivM.ImyaL m ernM, wl.ReTeAmxorem.:eaww�k mnoM. nul,amNp M.Aonoppa,xa60maaamsl sxuL eE I Irz-nrA Rsvnrcnmu0m.an. PmMa.w,ra.eH.Pn NaxeLocam. Frans,6 Ah.a-Pwlra6mwmb.n NGfmlaeeyamm6PF e,rev. Tne uaaa.PmoAemmMlveOmv.snem oePmy.AxaxeCee.,r+essm.rageee.n walme6.nAUC.tSES p..vAUMImmsN h,vea MAX. O.C. TRUSS SPACING 170 mph - Vult = 16 - inches O.C. SHEATHING FASTENING TABLE: 170 mph - Vult 0.113 lid Nall ROOF ZONE EDGE(NU FIELDON) 1-INTERIOR ZONE 42a SS 2-EXiERIon zONE .26 235 3. CORNER ZONE 4 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 11/3/2021 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 TNESE DETAILS AND PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PNVILEGED WFORUATION ANY UNA OR®USE, COPYING. DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE, OR ANY OFTHE CONTENTS CONTAINED THEREIN, 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 OTHERWISE REPRODUCED ANWOR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORICATION FROM JACOBSEN HOMES.THIS DRAWING PACKAGE AND ALL TIS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSENHOMES. ALLNGHTSRESERVEO. COPYRIGHT 2021 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE 7th EDITION -Ind. 2021 Suppl n4sPPROVFn CD 0 11-03-2021 ;;1 U) to THE APPROVAL SHOWN ABOVE, IND 191�ILELt{WW CPLANS AND ALL SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAG PLIANCE WITH ALL CODES REFERENCED. PLAN SPEC'S AND LISTING AGENCY ❑❑❑❑ to ML Ch o o APPROVAL ❑®�❑ _ ❑❑,❑ m = a � 7 W Y allo W V-�-z m y = n THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES ❑ ❑ ❑ ❑ Q CO-2 TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, EDITION P.E. SEAL- 7th - Incl. 2021 SupplementsrGrrrrr `p L T r�i , CONSTRUCTION TYPE V—B G.. ��G E N SF ••���� t OCCUPANCY OCCUPANCY SFD S No 63802 Single Stop. • y TOTAL NUMBER 1 • OF STORIES: WIND VELOCITY (mph) 17U Vult (Ultimate) S� WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 FIRE RATING OF s�••O•••R �i� S'/Q N A�-� EXTERIOR WALLS 0 hr. �`� gB t�!`cODE, " 2D20 F ALLOWABLE 40 7th EDITION - Incl. 2021 Supplements FLOOR LOAD psf ALLOWABLE ROOF LOAD 20 psf G SEISMIC LOAD 0% g 0D M <O Jacobsen Z > MANUFACTURER Homes y HIGH VELOCITY N 4) Y y y r HURRICANEZONE O O G z as O uj a V a o � v PLAN NO.: U. Cng LU .m. 2540-0813(MICP-3871) M 8 ems §9„ PLANS COMPLY WITH RULE 61-G20-3 FOP PRODUCT APPROVAL AND WITH THE STATE OF FLORIDA STATUTE 553.842 RAISED SEAL, OR DIGITALLY SEALED, tr mmjm a o SET OF BUILDING PLANS ARE ON FILE M IN THE THIRD PARTY LISTING AGENCY'S ' AS DIRECTED BY FLORIDA DBPR. s oOFFICE = m W cc THE MANUFACTURER'S DATA SHEET ♦a♦1� i V Pa 9 .N AND THE STATE (DBPR) INSIGNIA, SHALL i E •y BE PERMANENTLY MOUNTED TO OR Gi ii Ei's ABOUT THE ELECTRICAL PANEL (COVER). `� O 0 M m e _ M 00 W�€� � � O k a o � - -- — --- to a. g 5. W 11- N `a HWC Engineering, Inc. U) Aa 1627 South Myrtle Ave. � Clearwater, FL 33576 S n27) 584-8151 c ' REVISION SCHEDULE: **NOTICE: SECTION 559.80(1)(n), FS, SPECIFICALLY EXEMPTS A REVISION BY: REVISION DATE: Q STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE EN FORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA Q DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN Q Q INSPECTED BY A STATE APPROVED ant PARTY AGENCY A FOUND COMPLANT WITH ALL REFERENCED CODES Q W STATE: STATE OF DRAWN BY: D. HULL 0 Florida u, g DATE: 1/29/2021 BUILDING: 2020 FRC € SCALE: Not Printed TO Scale Q Q EDMON-II11.2021 SuPPlenema a DECK: 2020 FRC SHEET: tl ' Q' N N EDmON - Intl. 20215upp1ertrems tC PLU.3j 2020 FRC F- W € Z Q 71 EDmON- IICL 2021 SVPPlenams DESIGN WIND SPEED -Volt 170 mph - Volt W 3 Q_ O ENERGY: 2020 FRC w DESIGNWINDSPEED-Vasd: 131.68mph-Vasd N V T EDITION - Inc1. 2021 Suppienenta J MAXIMUM WIND EXPOSURE CAT.: D W 5 u MAXI MUM MEAN ROOF HEIGHT: 15 BUILDING (RISK) CATEGORY O- M: II 4. ELECT.: 2017 N.E.C. ASCE EDITION/VERSION: ASCE7-18 MAXIMUM SIDEWALL HEIGHT (Inches): 108 •THIS BUILDING IS NOT A HUD BUILDING• m° uEu ,YeCo. , ,,,,,,,,,.I'll ;P. ;I 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. 4. ALL ITEMS RELATING TO ACCESSIBILTY TO THE BUILDING SHALL BE DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN HOMES) AND ARE 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). 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN 1 DESIGNED AND ENGINEERED BY OTHERS. C 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED n FOR INSTALLATION INTO TREATED LUMBER. 1 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 13G-83-M LOOK Plain SHALL BE Installed below EACH END of EACH V�1/BQE'AMM,Head,, below ALL END WALLS. Piers SHALL BE Installed below EACH END of EACH,hem mU segment fin all other a Mar wales. _ STD. WINDOW OPENING ,� — — — — _ _ — 3C �— T-11/2" TYPICAL ROOF TRUSS DICLAIMER: 30'-8" WIDE HOMES NOMINAL3/12 = 2.12/12 NOMINAL4/12 = 2.52/12 NOMINAL S / 12 = 4.35112 ROOF TRUSS DICLAIMER: 26'-8" WIDE HOMES 7C NOMINAL3/12 = 2.45/12 NOMINAL4/12 = 2.91/12 1a NOMINAL5/12 = 4.35/12 9C FOR OTHER HOME WIDTHS - SEE SALES PERSON 1B FLOOR LEVEL — — — — — — — — — 0,-0„ Z GRADE DETERMINED BY BUILDING 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, P.E. On 11/3/2021 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MAX. O.C. TRUSS SPACING 170 mph - Vult = 16 - inches O.C. SF 3 12 1 2F --------------- III Ito Ito IIB 111 LDOK 1 I I III WATER LINES AND ELECTRICAL WIRING RUN BELOW THE THE FLOOR JOISTS. I I TAKE CARE NOT TO DAMAGE PLUMBING ANY AND ELECTRICAL COMPONENTS. I I 5B 4B 6B 2B 2D 1 I I TB VAPOR BARRIER REQ'D UNDER STRUCTURE 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. ❑[j❑❑ JACOBSEN HOMES ElIFE] 600 Packard Court, Safety Harbor, FL 34695 ❑❑❑ 727-726-1138 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND OR INSTALLATION ON A SDE-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 VELOCITYHURRICANE ZONES OWHZ - I.E.; ; DADECOUNTY FL _R 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 � tn'� If I—ylfyl/7 �I I I —I I II I I —I Il' "ON -FRAME DESIGN": THE FACTORY TRANSPORTATION CARRIER REMAINS ATTACHED TO THE STRUCTURE AND IS UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING / STRUCTURE. uU ¢ W 0 7 0 J N = y0= War EDZGO W sew 9F SOW ¢~O Owa aom 7F xw3 Sa 3 f0 OJ F Wm2 ¢U¢ 11 Way F= J W 0 M¢¢ O U 9C >Z FOF Qz Q W C0R OC U. VAPOR BARRIER REDID UNDER STRUCTURE CROSS-SECTION DESCRIPTIONS: TYPICAL FOUNDATION / ANCHORING SYSTEM (by others): I Side Wall Foote, (deslgnERWISE PROPERLY ed and con,"d d by oMem); UNLESS OTHE L SUBSTANTIATED BY ENGINEERING CALCULATIONS ALL looters shall Its concrete and have MINIMUM dimensions 0 20' x 12- other cooler rypea, ahea, mMmdam, etc. may ba utulxea when .upponee by,at,manona. ALL rdell—, SHALL be calculated by, Reglstered Professional Engineer or Architect. M Side Wall Foundation Wall or Pier (designed and constructed by othom); Joist hansom ARE NOT ett he factory. Therefore the foundation 9 ry Y shall provitlo a MINIMUM o/1 12' BEAfiING / supporttor ALL Iioor jglat/tall connections. AMINIMUMel1aquaro-footWventilation SHALLBEPROVIDEDforev 3Wequ fwtof AREA (Living Space); REGARDLESS of ANY Codes OR Regulations ALLOWING less Ventilation. Supports SHALL NOT NOT be spaced more than 84- o.c MAXIMUM Spacing. A MINIMUM W P.T. BEAM IS REQUIRED BELOW THE ENTIRE PMMETER (BIDE AND MATING1 4 3A Pm,wmfteated sill plate or ple, cop AND shims to insure tight coaneetion(by others). 4A FBEAMFoote,(deslgnedendcormiructedby,th,m); UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL lootere.hall be concrete end have MINIMUM dimensions of 20' x 12- Other looter types, sizes, materials, etc. may b+utilized when Supported by calculations. ALL foundation. SHALL be, ealcutled by a Registered Professional Engineer or AmhlhcL SA I -BEAM Foundation Wall or Pler (deslgned and comaVUcled by olhere); When PIERS are Installed, the MAXIMUM pier spacing SHALL NOT EXCEED IO'-0' o.,. When a Foundation Wall is installed, OPENING SMALL BE provided! to allow ventilation between se,U,,S; My such openings SHALL NOT EXCEED 10'4'. 6A Mating-Une Foster (designed and concocted by others); UNLESS OM WISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL footers shall be concrete and have MINIMUM dimensions of 20- x 12- Other looter types, lcm, material., ate. may be "Used when Supported by calculations. ALL foundation, SHALL be calculated by a Registered Profasalon tl Engineer or Architect. 7A Mating -Line FoundeUon Wall or Pier (designed end constmeted by others); Joist hangers ARE NOT Installed at the factory. Therefore, the foundation system shall provide a MINIMUM 51112' BEARING / support for ALL floor joist rail connections. Support./Anchor shall be p..vMed DIRECTLY BELOW ALL column locations. Supports SHALL NOT ba spaced more then 64' — MAXIMUM Spacing. A MINIMUM 40 P.T. BEAM IS REQUIRED BELOW THE ENTIRE PERIMETER RIMEAND MATING -LINE). SA A MINIMUM 6m1I poll, VAPOR BARRIER Is REOUIRED m cover ell sell BELOW the same um. ALL seam, Shell be ovedapped AND taped / SEALED. ALL holes /tams SHALL BE SEALED. BARRIER Is REQUIRED; REGARDLESS of ANY codes OR R,VWUons ALLOWING NO BARRIER. 9A TERMITE SHIELD- NOT SHOWN ON CROSS-SECTION (by othem); IS REQUIRED BETWEEN THE FOUNDATION AND ANY COMPONENT OF THE STRUCTURE 10A PERMANENT FOUNDATION SYSTEM (by others); FoundeUon /An,hode, Sysmen shall comply with ALL State AND Local Codes I A,qulremenh AND SHALL MEET the definition of a PERMANENT FOUNDATION ea defined by the LAHJ. F.-dallan IAn.usam, Sir— SHALL BE deslgned, oonsltMcted end CAPABLE of nenvendng ALL Loads Shawn WITHIN Nis APPROVED package. The FoundeUon System SHALL NOT imMhr and / or otherwise INDUCE ANY LOADS ONTO OR THROUGH THE BULGING / Structure. TYPICAL FLOOR SYSTEM: 1B Single Perimeter Rail/Jett OR vim Joist (Joist Hanger is NOT provided at cemnectl-). 28 Floor Joist; 2x8 SPFF2, Equal OR Belleret Is- o.c(per APPROVED Construction Manual), ALL Floor Width.. SB Sanitary Waste; Drain / Waste I Vert(DWV); Listed PVC or ADS piping eonling,md per detail, coRml-d within this APPROVED package. 413 Potable Water Suppy System; usted'PEX' water 11-s, configured per detail,-mcbmel wihin this APPROVED package. 5B Floor Insulation; Per APPROVED Calculations or P,=dptivS Requirements. 6B Floor Sheathing (Docking); ISM' Mlnlmum TAG'Sturdl-Floor' or TECO Rated Sheathing. 7B Boners B,srd I MOlstre Bemhn ALL hales OR team In the bottom board moledal SHALL BE SEALED. 8B ACCESS: Stairs OR Ramps; ALL Stairs OR Ramp, SHALL BE designed and Installed by olMm - Subject to LAHJ. TYPICAL EXTERIOR WALL' I 12' MINIMUM Gypsum Panel. 2C MINIMUM Us Bottom Plate. 3C MINIMUM 2x6Weli Stud. 40 MINIMUM SINGLE 2z6 Top Plate (,ha, studs and trusses ALIGN par MANUAL). SC Typical Header 6C Typical Sill Plate(below opening). 7C Typical Window or poor(Flodda Product Approvsli, on file wIlh Approval Agency). BC Well Insulation; Par APPROVED Calculations of Persmlpt-Requlmmants. Vapor Saner, Provided by KIM Boded Insulation In Well cavity. eC Minimum 7/16- Rated Sheathing(Estetlor of wall). 10C Listed House Wrap and TAPE As, required by aiding listing and Instructions. 11C Listed Exterior Wall Covcring I Maunhal. TYPICAL MATING -LINE WALL• 10 12' MINIMUM Gypsum Penal. 20 MINIMUM 2a4 Bottom Plato. 3D MINIMUM h4 Wall Stud 40 MINIMUM SINGLE 2x4 Top Plate(when studs and trusses ALIGN Per MANUAL). So Typical Header(Non-i.oad Bearing- Bearing Provided In Roof). TYPICAL INTERIOR WALL tE In' MINIMUM Gypsum Panel. 2E MINIMUM 2x0 Bottom Plate. 3E MINIMUM 20 Well Stud. 4E MINIMUM SINGLE 2x4 Top Plate (WI, n studs and trusses ALIGN Per MANUAL). SE Typical Header(Non4,oad Bearing). TYPICAL ROOF SYSTEM: I 12- MINIMUM High Strength Gypsum Panel(Sprayed4)n Vapor Border). ZF Listed/ Engineered Tmss,s(Spacing per Engineered Design/Wind Speed/Exposure). MAXIMUM ss Roof Angle and TruSpachg(s) arc shown ABOVE the Typical Cress Section. ' Hing.d um,a,how, [,Me cm,a-ae,Uon, but other non -hinged "see, may be Installed. 3F LVL or other Approved Ridge Beam(Req,imd over OPEN SPANS ONLY). 4F Single 2x Trees Perimeter Rail/Rim Rail. 5F Rest insulation; Per APPROVED Calculations or P—calptive Requirements, 6F Cep / KEY Trues OR Framing (Hingad Roof Systems ONLY). 7F L,war Roof Ventlaten (typically provided by cave, but vents on roof may also be -ad). BF Upper Roof Ventilation (typically provided by save, but vents on root may also be used). TYP. CROSS-SECTION (ON -FRAME) FlF MINIMUM 7116' RATED SHEATHING MRoof Sheathing/Decking 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 - Inc1. 2021 Supplements CONSTRUCTION TYPE V-B OCCUPANCY S D Z, � Single 31 TOTALNUMBER Q OFSTORIES: 1 — WIND VELOCITY (mph) Vult (Ultimate) 170 I WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 FIRE RATING OF 0 hr. EXTERIOR WALLS ALLOWABLE 40 psf FLOOR LOAD ALLOWABLE ZO Sf ROOF LOAD P SEISMIC LOAD 0% g Jacobsen MANUFACTURER Homes HIGH VELOCITY O HURRICANE ZONE PLAN NO.: 2540-0813 (MICP-3871) 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). dfv(d HIM Engineering, Inc. 1627 South Myrtle Ave. Clearwater, FL 33576 (727)584-8151 **NOTICE: BECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED NODULAR) 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 3td PARTY AGENCY A FOUND COMPLIANT WITH ALL REFERENCED CODES. ❑❑❑❑Cl) un 0» ❑�,❑0. a ❑❑,❑ W xa°� roe=Nto P.E SEAL: ,,,`,���`' nGUTO�,',i '•.FO • No 63802 Is r• Is �o�o FLO�R,cODE, 7Ih EDITION - Incl. 2021 Supplements 04 0 DO (D ® d Z 0 O N � IUD N d y iu a V N Z O W :2 M L v O O Y 0. LL v W T E I 00 co LL � � /a1 V 0�a9 0 M 0� 00 O co 2 Oiao� N U a"' REVISION SCHEDULE: /� � /Q\ REVISION BY: I REVISION DATE: IENCY APPROVAL STAMPS: � STATE: STATE OF w DRAWN BY: D. HULL PPROVE� Q Florida 8DATE: 1/29/2021 VY CC BUILDING: 2020 FRC SCALE: Not Printed To Scale Q ft EDITION- IneL 2021 SUPPlenrente Q 11-03-2021 IL MECH.: 2020 FRC SHEET: ,..J = T EDmON-mat. 2011 Supplement R9 z W awo W PLUM2020 FRC at !y � 0 71 ED ITION -IneL 2031 Supplement i W 3 DESIGN WINO SPEED - Vein 170mph-Vult O ENERGY: 2020 FRC DESIGN WHO SPEED -Vied: 131.68mph-Vead V MAXIMUM WIND EXPOSURE CAT.: D EDITION- U,,L N21 Supplement MAXIMUM MEAN ROOF HEIGHT: 15 •,- L�� /W/ c0i BUILDING(RISIQ CATEGORY Q-Ill): II a 12 THESEOVTm MDPLANBAI WNRDENTb1LANDPROPME YMATERIALB. THECOMENTSOFTHISDRAw1NGPACKAGECOWMNCONNDENTIALANWORPMWLEGMMFORMATION AHYUNAUIHOR=USE,COPYING,DISCLOSUNE, ORDSTWBUDONOFTHISPACKAGE,ORANY s C ppTTCC--pp T- ,y ELECT.: 2017 N.E.C. MAXI UMSIDE VERSION: ASCE7-16 OF THE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BYJACODSEN HOMES AND MAYBE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCED MINOR THEAPPM.-I.SHOWNABOVE, IND SFHAmMBA EPLANS AND ALLSPECIFICATIONS MAXIMUM SIDEWALL HEIGHT (Inches): "a uu•Co . In DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS uffi NAUTHORR:ATION FROM JACOBSEN HOMES THIS DRAWING PACKAGE AND ALL ITS CONTENTS E THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL MGM ROERVEO. COPYRIGHT 2021 I CONTAINED WITHIN THIS DRAWING PACKAGE ARE IN COMPLIANCE WITH ALL CODES REFERENCED. `THIS BUILDING IS NOT A HUD BUILDING- o00uu ,u"c". + •+.+vWi.a2 MINIMUM 12- PLYWOOD SHEATHING REQUIRED WITH METAL ROOF. FOR SPECIFIC INFORMATION NOT COVERED IN THESE APPROVED PLANS, 12F Roof Underiayment; Installed per Itself—R905 of Me: 2020 FRO, 7Ih EDmON• Incl. 202, REFER TO THE APPROVED CONSTRUCTION MANUAL, 114F U,ted Hoof CDvetiC Duot System. Gstetl HYAstem. • h mi I Ir AREA RESERVED FOR LISTII RESIDENTIAL (MOD.) PACKAGE 2020 FLORIDA RESIDENTIAL 71h EDITION - Incl. 2021 Suon Cross -Section (On -Frame) PIER / ANCHOR REQUIRED BELOW COLUMNS Is M L LL 170 _J 1D J u1 m J Q m � FQ- Q is 7 cr J LU V W O S F- N O CC ~ LL cc ul Ir LU IxJ U) J Z Q O Z Q O � a� �o m z z a 00 0 J Q J W J D' Z m W J LU O to U JACOBSEN HOMES 600 Packard Court, Safety Harbor, FL 34695 727-726-1138 ON -Frame Supports /Anchors shall be provided DIRECTLY BELOW ALL column locations. Supports SHALL NOT be spaced more than 64• o.c MAXIMUM Spacing. A MINIMUM 4X4 P.T. BEAM IS REQUIRED BELOW THE ENTIRE PERIMETER (SIDE AND MATING-UNE). 8A A MINIMUM 6-mill poly VAPOR BARRIER Is REQUIRED to cover all soil BELOW the structure. ALL seems shall be overlapped AND taped / SEALED. ALL holes / tears SHALL BE SEALED. BARRIER Is REQUIRED; REGARDLESS of ANY Codes OR Regulations ALLOWING NO BARRIER. -9A TERMITE SHIELD- NOT SHOWN ONCROSS-SECTION(by others); IS REQUIRED BETWEEN THE FOUNDATION AND ANY COMPONENT OF THE STRUCTURE IDA PERMANENT FOUNDATION SYSTEM (by others); Foundation / Anchoring System shall comply with ALL State AND Local Codes / Requirements AND SHALL MEET the definition of a PERMANENT FOUNDATION as defined by the LAHJ. 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. ** DO NOT CUT OR NOTCH FLOOR JOIST(S) DURING INSTALLATION ** Piers SHALL BE installed below EACH END of EACH I -BEAM Header below ALL END WALLS. Piers SHALL BE Installed below EACH END of EACH shear wall segment for all other shear walls. FOUNDATION NOTEi THE REVIEW AND APPROVAL OF THIS FOUNDATION PLAN IS SUBJECT TO THE LOCAL BUILDING DEPARTMENT HAVING JURISDICTION. TYPICAL FOUNDATION / ANCHORING SYSTEM (by others): I Side Wail Footer (designed and constructed by others); UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING G EERING CALCULATIONS, ALL footers shall be concrete and have MINIMUM dimensions of 20• x 12• Other tooter types, sizes, materials, etc. may be utilized when supported by calculations. ALL foundations SHALL be calculated by a Registered Professional orArch itect 2A Side Wall Foundation Wall or Pier and constructed (designed r by others); Joist hangers ARE NOT installed at the factoTherefore, g ry. the foundation system shall Provide a MINIMUM of 1 1@° BEARING / support for ALL floor Joist / rail connections. A MINIMUM of 1 square -foot of ventilation SHALL BE PROVIDED for every 300 square -foot of AREA (Livin S • Regulations ALLOWING less Ventilation. 9 Pace I, REGARDLESS of ANY Codes OR Supports SHALL NOT be spaced more than 84• ox MAXIMUM Spacing. A MINIMUM 4x4 P.T. BEAM IS REQUIRED BELOW THE ENTIRE PERIMETER (SIDE AND MATING -LINE). 3A Pressure treated sill plate or pier cap AND shims to Insure tight connection (by others). 4A I -BEAM Footer (designed and constructed by others); UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL footers shall be concrete and have MINIMUM dimensions of 20• x 12• Other tooter types, sizes, materials, etc. may be utilized when supported by calculations. ALL foundations SHALL be calculated by a Registered Professional Engineer or Architect. SA I -BEAM Foundation Wall or Pier (designed and constructed by others); When PIERS are installed, the MAXIMUM pier spacing SHALL NOT EXCEED 10'-0• D.C. When a Foundation Wall Is Installed, OPENING SHALL BE provided to allow ventilation between sections; Any such openings SHALL NOT EXCEED 10'-0•. 6A Mating -Una Footer (designed and constructed by others); - UNLESS OTHERWISE PROPERLY SUBSTANTIATED BY ENGINEERING CALCULATIONS, ALL footers shall be concrete and have MINIMUM U dimensions of 20' It 720 Other tooter types, sizes, materials, etc. may be utilized when supported by calculations. ALL foundations SHALL be calculated by a Registered Professional Engineer or Architect 7A Mating -Line Foundation Wall or Pier (designed and constructed by others); Joist hangers ARE NOT Installed at the factory. Therefore, the foundation system shall provide a MINIMUM of 1 1/2* BEARING / support for ALL floor joist / rail connections. LOOK EW 5-31/4' Wall to Load/F—hiormanon I 3 I ^ �/ w X B C D O M T b �1 �' In Y-S i 4a / , / 1Y-0 3 4' 1g_� aTOTAL 3 DESDR. sneer Force upon �� (Racking Load) Min' PLF Rallng (Req'd ut Deslim) y y w J UJ m G W Q LU s 3 MW MO �B MW 1 - 4 I WWI 2649 109 1" 2 SSW2 MS 1113 124 3 ESW3 3e42 2904 3" 4 ESW4 3642 2196 244 _ R I Y s NA - D 0 6 NA 0 0 7 NA 0 0 e NA 0 0 Q W 06 ' M 9 NA 0 0 10 NA 0 0 170 � I� nod/ Force lrrtormatlon Load/Forco lnformadon 1 1 J N.UPLIFT P, I F ------- I ------- 'I I== 1 /111'//' -Ij 2LOAD jIF..C'p'CY ¢ ��-- UPLIFTCOLUMN -LOAD PIER (PAunaa) (Pound.) m U) N a W o m EW `/ 2 This item has been digitally signed and sealed by Mic ael G Torrft 4 LOOK P.E. On 11/3/2021 37 0' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies tA/ WATER LINES AND ELECTRICAL WIRING RUN BELOW THE THE FLOOR JOISTS. 1 13 2 14 4 's 6 17 2 A SINGLE PIER MAY SUPPORT MULTIPLE ITEMS WHEN SUBSTANTIATED BY ENGINEERING CALCULATIONS AND DESIGN. TAKE CARE NOT TO DAMAGE PLUMBING ANY AND ELECTRICAL COMPONENTS. W ccW J CO = y O = h W F- _ m Z l— W Z U )am V0U 0Wa CLo(o W Q W__ ~U J 0 = fD W I— W m Z_ = U f= Q Q IL LU H J W fJ�O Q cc U. aQW T Z 6 20 W pc W a #F J 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, _ v BELOW THE END OF EACH SHEAR WALL SEGMENT (WITH SEGMENTED SHEARWALLS ONLY) AND BELOW ALL CORNERS OF EACH FLOOR SECTION. 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. 9 21 10 = 11 23 12 24 . A JACOBSEN HOMES 600 Packard Court, Harbor, FL 346957th 727-726-1138 Symbol / Description 170 mph - Vult Add'I Req'd Load (plf) 17pSafety 680 Add'I Lateral Load Base of ALL Ext. Walls ❑❑®❑ El, IF ❑ ❑ ❑ ❑ ❑ AREA RESERVED FOR LISTING AGENCYAPPROVAL STAMPS: 2020 FLORIDA RESIDENTIAL CODE, EDITION- Inc1. 2021 Supplements + 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. Uplift (plf) Gravity (plf) EW Exterior Wall 3638 357 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE -BUILT, PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE $O 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. MO Mating -Line Opening NA 144 MW Mating -Line Wall 582 644 PO Porch SIDE WALL NA NA RE Recessed Entry NA NA O MISC. Other Load NA NA IB Main 1-Beam NA 585 THESE DETAn9 ANO PLAx9APE DONFlDENTIAL AND PRGPRIETARY MATERIALS THE CONTENTS OFTMIS GNAWING OFTHE CONTEm3COMAUIEDTNFAEIN, IS STRICTLY PROHIBITED BYJACOBSEN HOMES AND MAY BE UNLAWFUL DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN G PACKAGE CONTArANFmENMLAND/OR THESE MATERIALS ARE PROVIDED TO THE HOMES. THIS DRAWING PACKAGE AND ALL PRIYDEGED INFORMATION ANY UNAVMDR12ED USE DDPYING, DISCLO6DREDri1 .GRRTBVr10N OFTm9 PACKAGE, OR ANY RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNEO,COPIED, OR OTHERWISE REPRODUCED ANDroR ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2021 PLAN SPECS AND LISTING AGENCY ❑❑❑❑ CO APPROVAL ❑�� ❑ Oo m z'E ❑❑®❑ D o b W uan m a S N THIS DRAWING PACKAGE COMPLIES H THE FLORIDA MANUFACTURED ❑ ❑ ❑ ❑ aD BUILDING L N9G ACT OF 19 ADHERES a Iq GO TO THE FOLLOWING CRITERIA: 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION- P.E. SEAL: [net. 2021 Supplements CONSTRUCTION TYPE V-B : E N $F .•�OI�q SFD ��G A C OCCUPANCY : No 63802 TOTAL NUMBER Single Stot g. OF STORIES: 1 4�i • 4r WIND VELOCITY (mph) 1,70 Vult (Ultimate) S� i WIND VELOCITY (mph) Vasd (Allowable Stress) 131.68 O R % FIRE RATING OF SS, EXTERIOR WALLS 0 hr. 2020 F���4�`CODE, ALLOWABLE 7th EDITION - Intl. 2021 Supplements FLOOR LOAD 40 psf ALLOWABLE 20 CM ROOF LOAD psf 0 . SEISMIC LOAD 0% g Cl) Jacobsen O Z > to MANUFACTURER Homes H HIGH VELOCITY N 0 L C r n O HURRICANE ZONE NO 5.2 N Z O /cc�I i ` � i (D e„ �QUj C4 o PLAN NO.: ^ 11. lL W 2540-0813(MICP-3871) 33 iWe PLANS COMPLY WITH RULE 61-G20J 0) � FOR PRODUCT APPROVAL AND WITH o'g6 $ Fa THE STATE OF FLORIDA STATUTE 553.842 9 Tr � am�a RAISED SEAL, OR DIGITALLY SEALED, co SET OF BUILDING PLANS ARE ON FILE INTHETHIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA ^r O DBPR. THE MANUFACTURER'S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHALL C � 5 = E ey BE PERMANENTLY MOUNTED TO OR vi 8 c°O' ABOUT THE ELECTRICAL PANEL (COVER). O C Egli Cl) J € � V. oo _ CM <4 N HWC Engineering, Inc. 7 =.1 W W LL' �' 1627 South Myrtle Ave. I.L. L Clearvmter. FL 33676 S1 s m s (727) 584-8151 � c 2 REVISION SCHEDULE: **NOTICE: SECTION 653.00(1)(tl), F5, SPECIFICALLY EXEMPTS Q REVISION BY: REVISION DATE: STATE APPROVED MANUFACTURED (MODULAR) Q BUILDINGS, BEARING THE DBPRINSIGNIA, FROM FURTHER PLAN REWEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA Q ISSUED BY THE FLORIOA DEPARTMENT OF BUSINESS AND PROFESSIONAL Q REGULATION (DBPR) ATTESTS THAT THESE PLANS HAVEBEENREWEWEDANDTNE BUILOINGHASBEEN Q BISPECTED BY A STATE APPROVED 3n1 PARTY AGENCY a FOUND COMPLIANT WITH ALL REFERENCED CODES Q W STATE: STATE OF DRAWN BY: D. HULL 1/29/2021 YDATE: Florida o BUILDING: 2020 FRC O QwQ� 711 EDITION -mal.=1 supplementa € SCALE: Not Printed To Scale i MECH.: 2020 FRC SHEET: tL G J = T Q,^ EOmON-mot. ments 2021 Supple O h lJ l - o PLUMB.: 2020 FRC Z IT I MIYON-I-L 2021 Supplements z DESIGN WIND SPEED - Vint: 170mph-Vull 3 tL 0 3 ENERGY: 2020 FRC O x DESIGN WINDSPEED-Voss: 131.60mph-Vasd (>T EOmON-Inc1.20215u0Plementa 2 MAXIMUM WIND EXPOSURE CAT.: D c MAXIMUM MEAN ROOF HEIGHT. / BUILDING (RISK)CATEGORY O-MR: MIM1J ASCEEDITON/VERSION: ASCE7-16 1.1. ELECT. 2017 N.E.C. 5 MAXIMUM SIDEWALL HEIGHT 61chesh 106 *THIS BUILDING IS NOT A HUD BUILDING* :ODE: uoc• +*.n.**.a,..M,IneP.3oW..� A. A FORM R405-2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Leo Project Name: MICP-3871-M2021 Builder Name: Jacobsen Homes o 11-03-2021 Street: Permit Office: z City, State, Zip: FL, Permit Number: -� Owner: Jurisdiction: Design Location: FL, Tampa County: Hillsborough (Florida Climate Zone gRT-El 1. New construction or existing New (From Plans) 10. Wall Type$1180.5 sqft.) Insulation Ar 2. Single family or multiple family Detached a. Frame - Wood, Exterior R=19.0 1180.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 11. Ceiling Types (809.4 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 809.40 ft2 6. Conditioned floor area above grade (ft2) 809.400024414 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(184.0 sqft.) Description Area 12. Ducts a. Sup: Attic, Ret: Attic, AH: Exterior R ft2 8 262 a. U-Factor: Dbl, U=0.35 184.04 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 13. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. 14. Heating systems kBtu/hr Efficiency Area Weighted Average SHGC: 0.300 a. Electric Heat Pump 27.4 HSPF:8.20 8. Skylights Area c. U-Factor:(AVG) N/A ft2 15. Hot water systems SHGC(AVG): N/A a. Electric Tankless Cap: 1 gallons 9. Floor Types (809.4 sgft.) Insulation Area EF: 0.920 a. Raised Floor R=19.0 809.40 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 16. Credits CF, Pstat Glass/Floor Area: 0.227 Total Proposed Modified Loads: 36.39_ PASS Total Baseline Loads: 38.08 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance�et 'v q� with the Florida Energy Code. PREPARED BY: Before construction is completed��r DATE: 10-4-2021 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes..` with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 SEE MANUFACTURER'S CONTRACT WITH FLORIDA DBPR 10/4/2021 11:41 AM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Mute 11-03-21 rran 2540-0813(MICP-3871) ..�w.,�_.W.._. tea, a��aprtnred fay aCt2'P'r S. F-€�tN�t°dP�t� Nlods�iear Hu11�Ing PPls�ns rr� F1,54da License No. SNIP-42 FORM R405-2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Iv Project Name: MICP-3871-M2021 Builder Name: Jacobsen Homes C 11-03-2021 Street: Permit Office: X City, State, Zip: , FL, Owner: Permit Number: Jurisdiction: �� Design Location: FL, Miami County: Miami -Dade (Florida Climate Zone 1 � y gRTER 1. New construction or existing New (From Plans) 10. Wall Type$1180.5 sqft.) Insulation A 2. Single family or multiple family Detached a. Frame - Wood, Exterior R=19.0 1180.50 ftz b. N/A R= ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 11. Ceiling Types (809.4 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 809.40 ftz 6. Conditioned floor area above grade (ftz) 809.400024414 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ft2 7. Windows(184.0 sqft.) Description Area 12. Ducts a. Sup: Attic, Ret: Attic, AH: Exterior R ftz 8 262 a. U-Factor: Dbl, U=0.35 184.04 ftz SHGC: SHGC=0.30 b. U-Factor: N/A ftz 13. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ftz SHGC: Area Weighted Average Overhang Depth: 0.500 ft. 14. Heating systems kBtu/hr Efficiency Area Weighted Average SHGC: 0.300 a. Electric Heat Pump 27.4 HSPF:8.20 8. Skylights Area c. U-Factor:(AVG) N/A ftz 15. Hot water systems SHGC(AVG): N/A a. Electric Tankless Cap: 1 gallons 9. Floor Types (809.4 sqft.) Insulation Area EF: 0.920 a. Raised Floor R=19.0 809.40 ftz b. Conservation features b. N/A R= ftz None c. N/A I R= ftz 16. Credits CF, Pstat Glass/Floor Area: 0.227 Total Proposed Modified Loads: 40.82 PASS Total Baseline Loads: 42.83 I hereby certify that the plans and specifications covered by Review of the and SA ` this calculation are in compliance with the Florida Energy plans specifications covered by this OHS Code. ! ! calculation indicates compliance.,, with the Florida Energy Code. "`� _ `;;•��" , PREPARED BY: DATE: 10-4-2021 I Before construction is completed this building will be inspected for 9 P compliance with Section 553.908 Florida Statutes. r _� 'designed, I herebycertify that this building, as is in compliance fY 9, 9 P with the Florida Energy Code. OWNER/AGENT: i BUILDING OFFICIAL: DATE: DATE: i - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 mate 11.03-21 ph,,, 40�0813(MICP-3871) SEE MANUFACTURER'IS CONTRACT Approved By s0f�if:.t'€IN�t��;;t WITH FLORIDA DBPR 10/4/2021 11:45 AM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software I wodslar L��aiIdrf: _F,-an s 4 e�a�Tssc�; Florida License No. SMP-42 gib; Truss Truss .Type; oty ply Jacobsen .Homes :407 GA. G4035 M0600805; MONQPCTQH J J•3.S.M JFP Industries lAc ,-Grand Rap(ds, MI A9525, M(chadl Adams 0.42P S©p;1 A 202Q MTek lndustiies Inc:, VUed Dec 30 092736 2020': Pag®'1 6€1 C00yright-(a}2020, UFP (ndlistr►es ,inc AIf,Right , Resetvbd 9.9.0 !AIt:.Catitilever Detail 1x3 11 7 5.. REACTIONS.y _ , (IHlsize).,Ss1851Nieghanica1,7=49410.8•$-(lnin.0;1.� Max Horz ,7=_243(LC`5)' M59 U p466= 237(1_ 7), 7-:•c'72{LC 5) <2 1 - 3ir3 - B1 .7` 6 5 2x4 11 2 5x4 = Ai4 =i • s 9:a Mate Oftsets (X;Yf- �i M 4,Edge), 12.0-1.1,0 0.11. 13 0 0.6 0 1=0j, (5:Edge-0.2=41, [6:0-1-9.0-1-0•1, T:0-2-4 0.1-0 ;OA61N62-O t5 SPACING;:-1'-4-0' SPACING- 2j0-0 CSI., DEFL.- In' (too) l/defi L/d PLATES. GRIIF ,bADiNG LOADING (pst) Plate Gh$,D0L 1:25" TC ' ,0'::82 Vert(LL)_ 0,08 6-7 >990.' 240, MT20 2441100 ,(Ps0) CLL 20;0 TCLL 30,0 Lumbar bbL 1.25 'BC ,0,29, Vert(ET) A07' B-7 1,;s9. 180 COL 7-0 TC(7L 10:a Rep Sties lncr• ' YES " W18 T p Y Hoiz(CT) =0'.02 '5: Na n1a ICLL 0.17 . BCLL 0.0 Cade FBG2020lTPI2614 M2VtX:F Weighf: 29 lb ICDL 7.0 BCDL 16.; FT=O°f UMBER BRACING: OP CHORD: W SP N0.2 C}igt l3 Structural vib6a sheathing clireOly appiieii or5-,4.2;oo I 7faP IOT.--tHORD f :Ri SPNr)2 purlms, exCeptendverucats, PpPRO VEBS 2ii2 SP No 2 EOT CHQRC2 Rigid ceiling dlreotly pelted or3.11-3 oc bract IFJICTIONS: (tblsize} I-324/0 3•e {min. Q=1 8} 5=32dlPAeGhancal ^ MaXHort 1 243(LG_5) 0p 11-03-2021 `Max plift i-330(LG5),$=-400(LG5) M DIMES.' (b)`- Maxifrurn Campression!Maxirtium Tension OP CHORD '11-2765/1250 2 3-443/666,.3 4 64! 19, 4 `5=69P224 t^� PT -CHORD `1 7 15MI711 6.-7=-15301112 56-86f/406„ VEBS 4701996 2:`� 3 6-106Z192, 3 5= ,2-7=OJ110;='2 6 -319r100 IOTE3-) (7:9) �11yTa111�� CARTER This lrusshas "been checkedfor.un'iformrootfiveload'onhy expceptas,nocd'TCDL f A[t WlndiASCE Vutt 50mph 4 �� 1� FR�����t�� 7=1.6 2.8 sf 6CDL=28 f (3-second gust Vasd.116m h , p ps , ( _ 180ritph @i161n o c., TCOC=d 2psf; BCDL '4.2psf) h 35ft; Cat II; 6xp D Enc)„'GCpI'0.18 MWF,R$ (envelope) `� .� ��.,, • ,�� {r .• EN e, ,• �.•` "•'fi'�'• � err gable;end zone and C-C Eztertor(2E} D-1-12 to 3 2-7, Interior{1} 3-2 7 to 6 5r7; Exterior(2E) 6 5.7 to 8 8-4 e� lr1 •'. zone;GC:for memlaers arad forces & MWFRSfar reactions shown; Lumber DOL 1,60 plate grip IaOL 1 60. )<Suildirx) des eci enginer?rresponsibie fotwerify3ng app[fed roof live load slhcwm covers'min loading;' +.� •i +- O 625': w, gner:FPfo specific t*, * ' regt> cements to the use of this truss component '(his truss has.been designed fora 1 D 0 psi bottom chord live toad nonconcurrent with any otherfive loads. -. -- — 4= ' This truss has been de } • signed for a live load of'2D Qpsf on the botFom chord in,ail areas where a tcotangte3=6=0 tail'b 2'0.0vide will fit 156Weenthe'botforn chord and an other members: Y C1 ! � ; � � f.t;' ,;� •* ; � "frl`I" tJ ZLi Y .� � � F Provide mechanical connection (by:others) of truss to bearing plate=capabfe of;wdhstandir3g 3301b,up ift atjoint.1 400 lb C) !(;r 4, and uplift at joint 5i��r Refer Ur R el(a !? i[ttlfari •03fetTltidrtl%augur to rti- E ��d cxt t,(iO4 . _ • N,:� �i„ �•..;';; •`..�'1 i'► it �'�l IO N A 1- ,+�rt111t11��,' teproresslonalenglneering,"seatindicatesthataltcensed'profession 13 englneerhasdesigned,thetruss'underthestandardsref©rencedwithinthis, rsXerd not necessarily the current state buikling,code. 7he'enginering seal is not an approval to usain a specilia slate, The final determinatic'n' ' 1!$l2021 t Ihera truss design is acceptable underhii Idcally, adopted Wltdtng cado tastwith the b6ildingoIT4.81or designated appointee., A WARNING -Verify design parameters and READ NQ_ uFPtn6ustries,'Inc '•2ti01 PNOtdE(81�)364.8181FAX{81&)3a5.0060 EAST;6ELTUIERD INE' •GRANORAPIDS,-(v1149523 usssrarriotbeait'ormadlfled*Inputapprpv oithemissdosgncngdneer.. Its cor "Pohent has only been destgnW for, the ibads noted on this dra-wPg,-Con0U rion and liningloYoes Ki mid totbeeti caietdered , 76i bOilder is responsible rlifting methods acid syslenl desgn. Bralder respons i ites are del ed under TPit, This design is based only upon pgrarnefers shaatt, endts for. i Indh+iclupt building coniponentto belnstalled and loaded 4ertically. Apprrcab8lty of design perimeters and ptoperi ncorpomtion of ec niO6nenti6respgnsibiliry`of buif�ing es finer- noCtruss'Ces finer', 5recing shmxn Is idr lateral suppan of in &vldual web mar b4 onry. Additional tetnpaary bracng to msen 8 stability during construction. the responsIDiGty othee ereetor. Add ocnal petiianent braaang'ot the oven U strucNro is the respor 5 bYityof the bulding riWgner FbrgenprW guidance (egard'n9 TM bricatlert, qualitycoatrol, storage, dz lvery, erection g id bracing, consultBal 1-06'Gbin the Wood Truss gdgindi otAm"erica and Truss'Plata Instihste fteco tttnerideoon a 2iia610 --' - - am WTGA,.63M Enterprise LR Madison.. W1 637 19 J."pw MaakSuppuempi itesVp.tpe Iw H QJ Job Truss Truss.Type aty Ply Jacobsen Homes 407 GA 104135 M0699407 MONO TRUSS 1 1 Ref. 10010569 #J528M UFP Industries Inc., Grand Rapids, Ml 49525, Weston Gorby 8:420 a Sep 14 2020 M1Tek Industries, Inc. Mon Jan 410A V38 2021 Page 1 of 1 Copyright©2021 UFP Industries, Inc. All Rights Reserved 3.11-12 3.0-12- tx1 II a aS 1t 2,n: Fto .n. �. 10 II T 8 Alt Cantttambddl 1 7 6 1411 2r6 Il 6 9x8 11 9cE _ 4-" 3-11-12 3-0-12 1'r 11-1-0 . y., me saA crrr:ca HEACTICNe. � (Mt.), 1-2621019 6Kora; a(min. o. t-m wx ma 1-311(LC 6) NW LpIdt 1=-316(LC 6). 6--9e4(LC 6) Plate Offsets X; -- 1:0-0-2,0-2-a 2.0-2-00-0-4 , 3:0-2-4,0-1-8 4:0-2-8,0-0-4 5;0=4-8,Ed e , 6:0-3.4,0-1-0 , :0-1-12.0-0-8 SPACING-:2-0-0 SPACING-: 1=4-0 SPACING. 2-6-0 CS]. DEFL. in (Ioc), I/defl Lid PLATES GRIP LOADING (psf) LOADING' (psf) Plate Grip DOL 1.25 TG 0.83 Vert(LL) 0.2,4 7 >551 240 MT20 0 TCLL 26.0 TCLL 30-0 dumber DOL 1.25 BC • 0.77 , Vert(CT) 0,21 7 >626 180 .244/1 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB: 0.75 Hoiz(CT) -0.01 5 n/a nla BCLL 0.0 " '10.0 BCLL 0.0 ' Code FBC2020rTP12014 Matrix-R Weight: 43lb BCDL BCDL 15.0 FT _ Oozy LUMBER- BRACING - TOP CHORD 2x3 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-9-10oc BOT CHORD 2x6SP No.2 purlins, .except end verticals. WEBS 2x2 SP No.2 BOT CHORD Rigid ceiling directly applied or3-10-11 oc bPROVF REACTIONS. (Ib/size) 1'=435J03-8.(inin.0-1=8),-5=435/Mechanical - Max•Horz 1=334,(LC5). � Max;.Uplift 1=-559(LC 5),5=-640(LC 5) 0 11-03-2021 FORCES: Qb) -.Maximum Compression/Maximum Tension X z TOR:CHORD 1 8=-731/1184, 2 8-684J1188 2-3=-710/1327, 3-4=-60,J9, 4-5=-56J249 BOT CHORD 1 7=-1543/675, 6-7-152,8/670 5-6=-15281670 �4 WEBS 2 7=-183/600' 3-66-542J344 315=-800/1825 NOTES- 1) This truss has been checked for uniform roof live load only, akdeptas noted. 10g R T R 8 E 2) Wind: ASCE 7-16; Vult=180mph (3-second gusty Vasd M,mph @24in o c.; TCDL 4.0psf; BCDL-4:Opsf; (Alt ����tM1111tt� 180mph @16ln o.c,; TCDL=6.Opsf 'BCDL-6.Opsf); h 35ft; Ca L 11; Exp D, Encl.. GCpi-0:18; MWFRS (envelope) tisi�,�5� F R� rri�i gable end zone and. C-C Exteri6r(2E) 0-1-12 to3-1,-12 lnteiior(1) 3-1-12 to 8-04Exterior(2E) 8-0-4to 11-0-4 �� ,..•...+.- rf .zone,C-CFor members and forces &MWFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1:60. - ;+'•� G itl,+'•. .+� 3) Building Designer! Project engineer responsible for verifying applied roofliv' load shown covers rain loading '+• ''., `,1 �•" requirements.specific;to the use of this truss component % " No 56254 � 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z. * : `This 5) truss has been designed for alive load of.20w00sf on the bottom.chord in all areas where a rectangle,3=6-0 ta= by 2-0-0 wide will fit between the'bottom chord arse any other'members. 6) Provide'mechanical connection (by others) of truss to'bearing plate capable of withstanding 559 lb uplift at joint 1 ar . -Y3 ; 6'1 ATE OF 640: lb uplift at joint 5. 7) Fixity of members 1-4, 5 - 4 have been chan9ed. ro;0% A' w• '�fyr ••.. 8) Based on: M0699405 fir+ + • ti+r 0) Revision: U datod code �� The professional efigineedng seal Indicates chat a llrknsed professional engineerhas(lesigned the truss under th6 standards referenced wlthln lhls ,1,11, 111- document; not necessariiy the current state building coda. The engineering seal is not.an approval to use in a speGflc"state..The final detennlnaQon 114)2021 on whether a truss design is acceptable under the locally adopted building code restwith the building affcial.ordesignated appointee. AWARNING - Verify design parameters and REAb. NOTES UFP Ihdustries; Inc. 2801 EAST I39-TLINE RE); NE Truss shelf not 6e cutor modfied without approval ofthe truss design engineer. PHQ1+1E (616)364-¢161 FAX.(616)-3650060 :GRMd RARDS, M149525 This component hasonly been designed for the loadsnoted onthis drawing: Construction and lifting forces have not beenconsidered. The builder is responsible for lifting methods and system design.. Builder responsibfffties are defined.underTPlf. ibis design Is based only parameters. shown, and is for an individual building camponenito be installed end.foaded.venccally. Applicabilityotdesign parameters and proper Incorporation of.conponenbis responsibility of building designer-ndWssdoslgnar 9{atTgshown Is forlaterai;supponorind(vidualwebmembers.gnly.Additional,temporary bracing toinsurestabildy'dudng.censWction Is the responsibility of the erector. Addillonal permanentbrecing of tho overallstn)atarels,the responslbihty .f the building designer. For.general guidance regardng fabrkelion, qualdy.contrci, storage, dery &y,.erecdCn and bradng. censul£BCSI 1-06 ham the Wood Truss Council cfAmedca and Truss Plate "iute.Recornmendallon.avelable from WTCA, 6300 Enterprise. LN,.Madison, WI 63719 J:VsuppalwaekSupoN a npleiesW(pope IXZ0nnA Job Truss Truss Type CltY Ply Jacobsen Homes 4.07 GA 104039 P1268.603 KINGPOST 1 1 UFP Industries Inc,, Grand Rapids, MI 49525, MichaelAdams, SA20 a Sep 14 2020 Miiek Industri,es,.Inc, Mon. Dec 14.08:44:42 2020 Page 1 of 1 Copyright Q2020 UFP Industries, Inc. All Rights Reserved 2-&9 2-3-15 2-3-15 REACTIONS,(Cardilover afeach end) pb/siie) 8=33210-3-8 (min•, ai4), 6=33210-M. (min. 0.1-8) Max Hcrz 8=55(LC 7) a Max Uplift 8=1505(LG 5) 6=505(LC 6) r 2-6-0 (one and or both ends ., 6 3.28 12 REACTIONS (tbl5ize) 5--209)0-38'(min.0.1.8), 8=444/0-3-8. (min. 0-1.8). 3. Max Horz 8=55(LC 8) �0 Max Upfft5=-232(LC6);8--573(LG5), 6 3x4 10 3x4 a 2 4. 0 -_ 1 5 8 7 g 2x4 I I 3x5,= 2x4 II 3x3 = 3x3 , t 2-69. 4 7 14 2-6-9 , , r 9-M. Plate Offsets (X. - 1:0=0-4 Ede 2:0-0-5 0-1-4 ` 3:0.3-0 Ed e . 4:0-0-50-1-4 5:0=0-4 Ede 6:0=2-4 0-1-0 :0-2-8 0-1-0 ; 8:0-2-4 0=1-0 SPACING-:2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSL DEFL. in (loc) Udeh L/d PLATES GRIP LOADING (psf) LOADING (psi) Plate Grip.DOL 1.25 TC: 0.66 Vert(LL) U;08 6-7 >999 240 MT20 2441.190 TCLL 20.0 TCLL 30.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.07 7 >699 180 TCDL 7.0 TCDL 10.5 Rep Stress lncrYES WB 0.18 Horz(CT) -0.03 5 n/a n/a. BCLL 0.0 BCLL 0.0 ' Code FBC202&rPI2014 Matrix-R Weight:,261b BCDL 7.0 BCDL 10.5 FT = 0°% LUMBER- BRACING.- TOP CHORD 2x3 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-4 o Pj BOT CHORD Zx3 SP No.2 purlins: PROV e WEBS 2x2,SP No;2 BOT CHORD Rigid ceiling directly'applied or 3-1.0-0 oc aci p REACTIONS. (Iblsize). 1=322/0-34 (min. 0-1-8), 5=322/0-3.8 (min. 0-1-8) Max Horz 1=-55(LC 8)- Max Uplift'l=-323(LC 5), 5==323(LC 6) C 11-03-2021 FORCES. 'Qb) - Maximum Compression/Maximu,m Tension X TOP CHORD 1-2= 77011737, 2-9=-58611392 3;g=-572f1395 3-1.0=-572/'1395; 4-10=-586/1392, 4-5=-770/1737 BOT,CHORD 1-8=-15771709 7-8-15761710, 6.7=A576/710, 5 6=-15771709 WEBS, 2-8=0175, 4-6=0175, 3-7=-3091168. 2-7=-168(438, 4-7=-1681438 �12 NOTES- .(7-9) F� 1) This truss has been checked for uniform roof li%r6,load only, excepias noted. CARTER S 2) Wind: ASCE 716; Vult=i50mph (3-second gust), Vasd=1 16mph @241n o.c.; TCDL=2.8psf; BCDL=2,8psf; (Alt. ��yf�tttj�r'l 180mph @16N1 o c.; TCDL=4.2psf, BCDL 4.2psf), h 35ft;.Cat, 11; Exp D;.Encl GCp1=0.18; MWFRS (envelope) ;X., its R �� ,,"f*0 and C-C Exterior(2E) 0-1-12 to:3-1-12, Exteiior(2R) 3-1-12 to 6 7 Exterior(2E) to 0.7-4 4 gableend1bild 4,. 6-7-4 yt a �..• • . • zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verify-ing applied roof live load shown covers rain loading requirements specific to the.use of this truss'component. i No 56254 •� 4) This truss has beendesigned for a 10.0:psf bottom chord live load nonconcu.rrent with any other live loads. 5) * This truss has. been designed fora live ioad'of20 Opsf on the bottom.chord-in all areas where a rectangle 3-6-0 tall by 2-0=0 vide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others)'of truss to bearing plate capable of withstanding 323lb uplift at joint 1 --)3 : 61f TE OF 144 i `•. and 323 lb uplift at joint 5. i d 4f 8) Reference UFP Engineering Bulletin 06-06 for informationoh re=grading ripped -lumber. •. (•(� } Based on: P1268802 s ....•• 9} Revision: UpdatedcodeA���`� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced Within this 12/14/2020 document, not necessarily tWcurrent state building code. The.englneerfng seal is.not an approval to use in a specific state - The final determination on whether a truss design Is icceptibleunder'the locailyadopfed building code restwith tha'buiiding offiiciaror,designated appointee: ®WARNING - Verify design parameters and READ NOTES uFP Industries, Inc. 2801 EAST BELTLINE RD, NE Truss sh all not be cut or modified, without approval of ft truss design engineer. PHONE (616)r3646181FAX (ei6)'-365-0060 GRAND RAPIDS, MI49525 Ttdscomponepthasentybeendesignedlortheloadshotedonthis,drawing. Construction andilitJngforces have. not been considered. Thebuilderisresponsille for lifting methods and system design. Builder responsbait asare defined TH, design is.based atrly upon parameters sham, and is for ,an individual building oomponentto be installed and loaded Vertically. Applicability ofdesign parameters and proper Incorporation of component is responsiblity of burning 0 designer - not truss designer. prating shown is for support:of Individual vieti members only. Additional temporary bracing to insuro stablity luring construction Is the responsibility of the erector. Additionalpemanent 4rkhb of the o-verall structure is the responsibility curie building designer, Forgeneral guidance regarding fabdeation, quality control, storage, deWery, Erection and bracing, consult Bcsl 1.06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA 6300 Enterprise LN, Madison, 0 53719 J:&pporAMtekSuppltemplatbsWfp.tpe A R itb:itMW k �'.c�',.i�ict?�13a�E�r �=[,��il&I� a *I �.a.�+;:}1tE3it •�,�, �,r°�S:*iJ" kL�.�#��� 55iil4ii it F'°_'il `C.fi8 ii'a`i� x1Ci2 >E • G+ stR�& G � �'� Gd.,i"i'�E'e°°.av_.• uN FJt� `'� �E�bf�2� J'-Fa'i��t ��t+15F3 ��: �Lfal,� 4+x.�' _ ' � r[� P��• , ,�a���krl*���n� ��"a*F.� � sE,�rfsr�� `fir ��s�F . P a mA", ry�etA $ 6 '� i iL�P�,'i'�"*� ��`�`��it h¢ ..�.E,�t,?�'. ',' S?;.� tr-5#`4i"iih5� `�`.�s}u c ? C.4'L'�,✓�" }'T'� 43, �GUIfa E e" * #Woo �v F. FIfE ' 7 is, a"+` i 'd 3; ;$fks" iW�q° -0 , elfOb 4 C'iE!�44� of �'�!E`�ta� "s�� � 3if ova �Em !, t�4 1 Fft • g Ea�[tr���� �n 'F',"�r�t ''FK:FS�Fai�. r� Ilk( - CCOMSTELLATIOIN T CI NOLOastrrel�>t" A��lyis »aleriirf. . 'test Client: HWC & Associates Hilborn,Werner, Carter & Assoc., Inc 1627 South Myrtle Avenue Clearwater, FL 33756 Sample Description: SAMPLE Date Received: 3/9/2021 Analytical Services Laboratory 7887 Bryan Dairy Road, Suite 100 Largo, Florida 33777-1452 Telephone 727.547.0600 Toll Free 800.335.7355 Fax 727.545.6043 http://www.contech.com ort — AZI0369 In -Scope Test Methods: Tensile, Yield, Elongation, Reduction of Area (Room Temperature) (ASTM E8) *Non -Scope Methods: Contact: Jim Lyons E-Mail: jlyons@hwceng.com PO: 030921 Date Reported: 3/17/2021 Analyst: Mihir Patel Discussion: Six straps were received to determine the tensile and yield strengths. The straps were tested at their full width and thickness using a Tinius Olsen LoCap tensile tester with a 30,000-pound load cell, calibration due 9/9/2021. Results: Table 1- Tensile results Specimen # Width in Thickness in Peak Load lb(psi) Peak Stress Yield Load lb(psi) Yield Strength Elongation (% 1 1.50 0.037 3211 57856 2637 47514 49.70 2 1.50 0.037 3206 57766 2613 47081 51.70 3 1.50 0.037 3212 57874 2614 47099 51.00 1 1.25 0.037 5608 121385 5294 114589 14.00 2 1.25 0.037 5613 121494 5305 114827 11.00 3 1.25 0.037 5520 119481 5335 115476 12.00 Comments * The indicated test results are not covered by our current A2LA accreditation. The results only relate to the sample analyzed. The sample was tested as received. Decision rule does not take measurement uncertainty into account This report shall not be reproduced except in full, without written approval from the laboratory The opinions/interpretations identified/expressed in this report are outside the scope of our A2LA Accreditation. Author: Mihir Patel Materials Scientist 3/17/21 Approved: William E. Swartz, Ph.D. Date President/CEO Where indicated, the above testing is accredited by the American Association for Laboratory Accreditation Chemical Testing Field — A2LA Certificate # 1171.01 ( Mechanical Testing Field — A2LA Certificate # 1171.02 A��'R�DCFELls Page 1 of 1 .. FL Product Category/ Manufacturer Product Description Approval Subcategory s Numbers) a . 1. Exterior Doors - - — - - - Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341-118 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341-118 Swinging Dunbarton Corp. Single or Double - Outswing - IMPACT FL 15341-118 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362-I13 Swinging Dunbarton Corp. In -swing Exterior Door - OVal FL 15362-113 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362-R3 Swinging Dunbarton Corp. Patio Door FL 15362-113 Sliding Shwinco Architectural Sliding Glass Door - Exterior FL 12519-116 Sliding French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850-114 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850-114 2. Windows Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL 8153-R10 Single Hung Custom Windows, Inc 8100 - SH IMPACT Resistant - Low E (-100) FL 5823-119 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL 8153-R10 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL 5823-119 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993-1117 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185-R11 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185-R11 - FL Product ,. Category/ Manufacturer Product Description Approval Subcategory 'Number(s) . 3. Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477-118 Siding James Hardie CEMPLANK Siding FL 13192-136 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098-119 Siding Style Crest Vinyl Siding FL 12231-115 Siding PLY GEM Siding FL 35331 Soffits James Hardie Hardie Soffit Panels FL 13265-115 Soffits PLY GEM SOFFITS FL 33178 Soffits GP Soffit 4. Roofing Products Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-116 Asphalt Shingles GAF Asphalt Shingles FL 10124-1129 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674-1116 Underlayment Woodland Industries 15LB Felt FL 17206-116 Underlayment Tamko Building Products Underlayment FL 12328-119 Underlayment MFM BUILDING PRODUCTS Underlayment FL 11842-R8 HENRY EAVEGUARD FL 16724-117 Cements/Coatings Cements/Coatings Certainteed Corp. Roof Cement FL 490-R11 Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763-114 Metal Roofing TAMCO 26 Ga. Metal Roof Panels FL 16667-R5 Category/ FL Product Manufacturer Product Description Approval Subcategory _ - -- Number(s) Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL 13488-R7 S. Structural Comp. Wood Connectors AMS -GROUP COIL STRAP Local Approval Wood Connectors MASTER CRAFT Metal Strap REPORT A190019 Wood Connectors MASTER CRAFT Metal Strap REPORT A131394 Engineered Lumber MURPHY ENGINEERED BEAM FL 18993-112 FORM R405-2020 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. , , FL, 1. New construction or existing New (From Plans) 10. Wall Type and Insulation Insulation Area 2. Single family or multiple family Detached a. Frame - Wood, Exterior R=19.0 1180.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 11. Ceiling Type and insulation level Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 809.40 ft2 6. Conditioned floor area (ftz) 809 b. N/A R= ft2 c. N/A R= ft 7. Windows'" Description Area 12. Ducts, location &insulation level z R ft a. U-Factor: Dbl, U=0.35 184.04 ft2 a. Sup: Attic, Ret: Attic, AH: Exterior 8 262 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 13. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.6 SEER:14.00 SHGC: d. U-Factor: N/A ft2 14. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 27.4 HSPF:8.20 Area Weighted Average Overhang Depth: 0.500 ft. Area Weighted Average SHGC: 0.300 8. Skylights.- , . Description Area 15. Hot water systems Cap: 1 gallons a. U-Factor(AVG): N/A ft2 a. Electric EF: 0.92 SHGC(AVG): N/A b. Conservation features 9. Floor Types Insulation Area None a. Raised Floor R=19.0 809.40 ft2 Credits (Performance method) CF, Pstat b. N/A R= ft2 c. N/A R= ft2 I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/4/2021 11:42 AM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software r Page 1 of 1 APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 Manufacturer's Model #: MICP-3871-M2021 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 101112021 (Method & Output C 2021) All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A FBC (2020)/IECC (2015) 30N Latitude COOLING LOAD: 21,165 Btuh for Outside Temp/Humidityof 96 ° F (35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 17,876 Btuh based on outside temp of 17 ° F ( -9 C) with inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handler. Actual UA=.199.6 Max UA (Table R402.1.2) = 237 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (19+Non-ins Rim -19 - 30) Total Cond. Floor Area: 809.33 s.f. TRUE Outside Perimeter: 131.17 ft Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Net Roof Area (less ducts): 714.2 s.f. Primary Wall Area: 978.41 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 262.4 ft TOTAL Low-E window 123.08 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL Shaded S.G.D. 40.00 s.f. Exp Floor(U): 0.050 INFLOOR DUCT AREA: 0 S.F. @ 51 TD/ 29.8 TD TOTAL Shaded Low-E wi 20.33 s.f. Low-E wi 0.350 / 0.3 ATTIC DUCT AREA: 120.13 S.F. @ 95 TD/ 94A TD, TOTAL Skylite 0.00 s.f. Shaded £ 0.480 / 0.08 EXT. DUCT AREA: - 0 S.F. @ 95 TD/ 49 TD TOTAL Doorl Area: 18.68 s.f. Shaded L 0.350 / 0.05 PEOPLE: 3 3421.1 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.75 FIREPLACES: 0 All Glass % of Floor: 22.66 % Door 1: 0.290 DUCT GAIN: @ Semi -Tight 1642 Btuh All Glass % of Wall: 15.54 % Door 2: 0.670 DUCT LOSS: 2026 Btuh LATENT GAIN: 3451 Btuh Summer Infiltr (7.5 mph): 26.3 cfm Mach. Ventilation : 33.7 cfm ( 15.9 Us) Altitude: 40 ft Winter Infiltration (15 mph): 49.7 cfm @ Semi -Tight ROOM BY ROOM VALUES: 813.3 FPM, max velocity in trunk #: 2 Heat Exiting Furnace: 93 deg A/C Exiting: 50 deg 0.18 Max pressure at A/H NOTICE: Due to glass area variations, the hourly cooling Cooling Air Heating Air loads may not be balanced by a single -zone system Values for Values for 30 7.5 KW Maximum A/C capacity HEATING COOLING CFM 2.5 ton unit 90 % Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (all adj) Bedroom #2 h 2,912 3,195 115 180 5,067 172 4,602 4,362 7,107 Bath #1 h 947 935 37 74 2,074 70 1,883 1,785 2,919 Kitchen h 1,696 1,884 67 121 3,404 116 3,092 2,931 4,790 Dining c 4,329 6,019 206 251 7,052 239 6,405 6,071 9,837 Living Room c 3,652 4,438 152 183 5,138 174 4,667 4,423 7,207 Bath #2 h 1,358 1,534 54 77 2,157 73 1,959 1,857 3,036 Bedroom #1 h 2,983 3,160 118 170 4,792 163 4,352 4,125 6,721 ------------- ------------------- -- TOTALS -------------------------- 17,876 21,165 ------- 748 ------- 1,056 --------- -------- ---------- 29,684 1,008 26,960 ---------- 25,552 41,616 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model #: MICP-3871-M2021 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2020)/IECC (2015) Prepared by LaSalle Air Systems 101112021 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. All joints, are tightly fitted or sealed. Blower CFM 824 @ 0.6 E.S.P. TEL= 312.4243 FR= 0.0928 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft; Length Btuh Btuh cfm cfm cfm Size (I.d.) x (i.d.) Size fpm 1 Living Room 3 0 1 16 220.3 237.3 3,652 4,438 164 159 164 6.48 7.0 613.1 2 Bath #2 3 0 1 14 219.7 234.7 1,358 1,534 61 55 61 4.42 5.0 446.9 3 Bedroom #1 3 0 1 22 239.4 262.4 2,983 3,160 134 113 134 6.12 7.0 500.8 4 Dining 2 0 1 28 223.7 252.7 4,329 6,019 194 216 216 7.39 8.0 618.6 5 Kitchen 2 0 1 17 220.4 238.4 1,696 1,884 76 68 76 4.87 6.0 387.4 6 Bath #1 2 0 1 12 235.9 248.9 947 935 42 34 42 3.92 5.0 311.6 7 Bedroom#2 2 0 1 20 221.3 242.3 2,912 3,195 131 115 131 5.91 7.0 488.9 N/A Other Rooms - - 17,876 21,165 802 759 824 TRUNK DUCT LISTING ANALYSIS TRUNK# 1 1 0 1.0 17,876 21,165 824 9.51 16 16 17.5 463.4 TRUNK # 2 8 121.766 129.8 9,883 12,033 465 8.69 12.0 592.3 TRUNK # 3 6 121.166 127.2 7,993 9,132 359 7.85 12.0 456.6 TRUNK # 4 - - 0 0 0 TRUNK # 5 0 0 0 TRUNK # 6 0 0 0 TRUNK # 7 - 0 0 0 TRUNK# 8 - - 0 0 0 TRUNK # 9 - - 0 0 0 TRUNK # 10 - - 0 0 0 TRUNK # 11 - - 0 0 0 TRUNK # 12 - - 0 0 0 TRUNK # 13 - - 0 0 0 TRUNK # 14 - - 0 0 0 TRUNK # 15 19 - - 0 LONGEST RETURN DUCT 50 50 824 10.00 19 19 20.8 328.6 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MICP-3871-M2021 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C)' Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2020)/IECC (2015) Prepared by LaSalle Air Systems 101112021 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,876 Btuh at 17 REgD BLOWER CFM: 1,056 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 17,714 Btuh at 96 Entering Air DRY Bulb: 75.9 Mech, Ventilation; 34 LATENT CLG LOAD: 3,451 Btuh at 96 Entering Air WET Bulb: 60.9 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 47.9 % FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratingsl) Air handler model #: Condenser model #: =BlowerData Select.blower speed in COOLING mode: Blower CFM is between 700 > < 947 for Total (External) Static Pressure between 0.5> <0.7 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is between 18770> <25027 Blower CFM is between 312 > < 369 for Temp. rise of 55-65 Blower CFM is between 369 > < 452 for Temp. rise of 45-55 Blower CFM is between 452 > < 581 for Temp. rise of 35-45 Cooling Equipment S/T Ratio = 0.83 Leaving Temp = 50.8 TD = 24.2 ° At 96F outside, Total A/C output from 21687 btuh to 24339 btuh is GOOD. At 96F outside, Total A/C output from 24339 btuh to 25397 btuh is MARGINAL. Sensible Capacity is from 15988 btuh to 19439 btuh Latent Capacity is from 3381 btuh to 5176 btuh Mechanical Ventilation is 4 % of blower cfm. Dry bulb increases by: 0.8 ° Wet bulb increases by: 0.4 ° =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at 72 K outside btuh at F outside 17,876 btuh at 17 F outside 25000 —10 raw Loa J Line and Perform nce Line 20000 I I i I 15000 I I 10000 i i 5000 0 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING . INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MICP-3871-M2021 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2020)/IECC (2015) Prepared by LaSalle Air Systems 101112021 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,876 Btuh at 17 REQ'D BLOWER CFM: 1,056 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 17,714 Btuh at 96 Entering Air DRY Bulb: 75.9 Mach. Ventilation : 34 LATENT CLG LOAD: 3,451 Btuh at 96 Entering Air WET Bulb: 60.9 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 843.7 CFM infiltration being 6.950 ACH (to be confirmed by testing) (5 ACH = 607 CFM) (3 ACH = 364 CFM) I Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Bedroom #2 135.0 5.4 8.54 0.0 0.0 0.00 Bath #1 55.0 2.2 1.25 0.0 0.0 0.00 Kitchen 106.7 4.2 4.27 0.0 0.0 0.00 Dining 93.3 3.7 42.88 0.0 0.0 0.00 Living Room 173.8 6.9 12.71 0.0 0.0 0.00 Bath #2 85.0 3.4 4.27 0.0 0.0 0.00 Bedroom #1 160.6 6.4 7.63 0.0 0.0 0.00 0.0 0.0 0,00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 809.3 32.2 81.54 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 562.7 59.1 0.0 Ceiling Supply of Warm Air/Floor Return 784.3 Private Kitchen 0.0 106.7 0.0 25.0 Ceiling Supply of Warm Air/Floor Return 121.1 Private Baths 0.0 140.0 0.0 40.0 Ceiling Supply of Warm Air/Floor Return 150.5 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 Total 3.0 809.3 0.0 0.0 1,056 System Ventitlation Efficiency: 1 1 APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 Manufacturer's Model #: MICP-3871-M2021 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 101112021 {Method & Output U 2021} All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 1A FBC (2020)/IECC (2015) 25N Latitude COOLING LOAD: 21,676 Btuh for Outside Temp/Humidity of 97 ° F ( 36 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 12,540 Btuh based on outside temp of 34 ° F (1 C) with inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handier. Actual UA=.199.6 Max UA (Table R402.1.2) = 259.4 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (19+Non-ins Rim -19 - 30) Total Cord. Floor Area: 809.33 s.f. TRUE Outside Perimeter: 131.17 ft Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Net Roof Area (less ducts): 714.2 s.f. Primary Wall Area: 978.41 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 262.4 ft TOTAL Low-E window 123.08 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL Shaded S.G.D. 40.00 s.f. Exp Floor(U): 0.050 INFLOOR DUCT AREA: 0 S.F. @ 47.6 TD/ 30.6 TD TOTAL Shaded Low-E wi 20.33 s.f. Low-E wi 0.350 / 0.3 ATTIC DUCT AREA: 120.13 S.F. @ 78 TD/ 95.5 TD TOTAL Skylite 0.00 s.f. Shaded c 0.480 / 0.08 EXT. DUCT AREA: 0 S.F. @ 78 TD/ 50 TD TOTAL Doorl Area: 18.68 s.f. Shaded L 0.350 / 0.05 PEOPLE: 3 3421.1 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.75 FIREPLACES: 0 All Glass % of Floor: 22.66 % Door 1: 0.290 DUCT GAIN: @ Semi -Tight 1674 Btuh All Glass % of Wall: 15.54 % Door 2: 0.670 DUCT LOSS: 1586 Btuh LATENT GAIN: 3644 Btuh Summer Infiltr (7.5 mph): 26.3 cfm Mech. Ventilation: 33.7 cfm (15.9 Us) Altitude: 15 ft Winter Infiltration (15 mph): 49.7 cfm @ Semi -Tight ROOM BY ROOM VALUES: 808.5 FPM, max velocity in trunk #: 2 Heat Exiting Furnace: 86 deg A/C Exiting: 50 deg 0.18 Max pressure at A/H NOTICE: Due to glass area variations, the hourly cooling Cooling Air Heating Air loads may not be balanced by a single -zone system Values for Values for 20 5.0 Kw Maximum A/C capacity HEATING COOLING CFM 2.5 ton unit 90 % Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (all adj) Bedroom #2 h 2,039 3,273 120 179 5,025 171 3,071 2,910 7,114 Bath #1 h 681 958 40 73 2,056 70 1,257 1,191 2,922 Kitchen h 1,198 1,931 70 120 3,376 115 2,063 1,956 4,794 Dining c 3,019 6,158 212 249 6,994 238 4,274 4,051 9,846 Living Room c 2,550 4,547 157 182 5,096 173 3,114 2,951 7,213 Bath #2 h 964 1,571 57 76 2,139 73 1,307 1,239 3,039 Bedroom #1 h 2,090 3,238 123 169 4,752 162 2,904 2,752 6,727 TOTALS 12,540 21,676 779 1,050 29,438 . 1,002 17,990 17,051 41,654 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model M MICP-3871-M2021 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 1A FBC (2020)/IECC (2015) rreparea ny LaSalle Air systems 101112021 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES . Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed. Blower CFM 875 @ 0.6 E.S.P. TEL= 312.4243 FR= 0.0928 (A/C Coil included) Altitude = 15 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft; Length Btuh Btuh cfm cfm cfm Size (i.d.) x (Ld.) Size fpm 1 Living Room 3 0 1 16 220.3 237.3 2,550 4,547 174 165 174 6.68 7.0 652.7 2 Bath#2 3 0 1 14 219.7 234.7 964 1,571 66 57 66 4.56 5.0 483.6 3 Bedroom #1 3 0 1 22 239.4 262.4 2,090 3,238 143 117 143 6.30 7.0 534.9 4 Dining 2 0 1 28 223.7 252.7 3,019 6,158 207 223 223 7.49 8.0 639.7 5 Kitchen 2 0 1 17 220.4 238.4 1,198 1,931 82 70 82 5.02 6.0 417.2 6 Bath #1 2 0 1 12 235.9 248.9 681 958 47 35 47 4.07 5.0 341.8 7 Bedroom #2 2 0 1 20 221.3 242.3 2,039 3,273 139 119 139 6.07 7.0 521.9 N/A Other Rooms - - 12,540 21,676 858 786 875 TRUNK DUCT LISTING ANALYSIS TRUNK# 1 1 0 1.0 12,540 21,676 TRUNK # 2 8 121.766 129.8 6,937 12,321 TRUNK# 3 6 121.166 127.2 5,603 9,356 TRUNK # 4 - - TRUNK # 5 TRUNK # 6 TRUNK # 7 TRUNK # 8 TRUNK # 9 TRUNK# 10 TRUNK # 11 TRUNK # 12 TRUNK # 13 - TRUNK # 14 TRUNK # 15 19 - LONGEST RETURN DUCT 50 50 875 9.74 16 16 17.5 492.0 491 8.88 12.0 625.5 383 8.06 12.0 488.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 875 10.20 19 19 20.8 348.9 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MICP-3871-M2021 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 1A FBC (2020)/IECC (2015) Prepared by LaSalle Air Systems 101112021 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 12,540 Btuh at 34 REVD BLOWER CFM: 1,050 cfm at altitude of 15 ft SENSIBLE CLG LOAD: 18,032 Btuh at 97 Entering Air DRY Bulb: 75.8 Mech. Ventilation : 34 LATENT CLG LOAD: 3,644 Btuh at 97 Entering Air WET Bulb: 60.9 Entering Air RH: 52 % GRAINS DIFFERENCE: 64 Outside wet bulb: 75.5 outsideRH: 48.1 % FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings!) Air handler model #: Condenser model #: =BlowerData Select blower speed in COOLING mode: Blower CFM is between 743 > < 1006 for Total (External) Static Pressure between 0.5> <0.7 =Electric, Gas or Oil Furnace Select blower speed in HEATING made: Blower CFM is between 219 > < 259 for Temp. rise of 55-6: Blower CFM is between 259 > < 316 for Temp. rise of 45-5f Blower CFM is between 316 > < 407 for Temp. rise of 35-4: Cooling Equipment S/T Ratio = 0.83 Leaving Temp = 50.9 ° At 97F outside, Total A/C output from 22109 btuh to At 97F outside, Total A/C output from 24927 btuh to Sensible Capacity is from 16210 btuh Latent Capacity is from 3571 btuh Mechanical Ventilation is 3.8 % of blower cfm. =Heat Pump with Supplemental Heating Coils Data from performace charts btuh at F outside btuh at F outside to 19854 btuh to 5466 btuh Output Btuh is between 13167> <17556 TD = 24.1 ° 24927 btuh is GOOD. 26011 btuh is MARGINAL. Dry bulb increases by:0.8 ° Data from load calculation 0 btuh at 72 F outside 12,540 btuh at 34 F outside Wet bulb increases by: 0.4 ° 15000 1 -4*—Draw Loa I Line and Perform 3nce Line 10000 I i i i I 5000 i I i 0 30 36.4 42.8 49.2 55.7 62.1 68.5 75 At winter design temperature of 34 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MICP-3871-M2021 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 1A FBC (2020)/IECC (2015) Prepared by LaSalle Air Systems 101112021 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 12,540 Btuh at 34 REQ'D BLOWER CFM: 1,050 cfm at altitude of 15 It SENSIBLE CLG LOAD: 18,032 Btuh at 97 Entering Air DRY Bulb: 75.8 Mech. Ventilation : 34 LATENT CLG LOAD: 3,644 Btuh at 97 Entering Air WET Bulb: 60.9 Entering Air RH: 52 % GRAINS DIFFERENCE: 64 Outside wet bulb: 75.5 outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 843.7 CFM infiltration being 6.950 ACH (to be confirmed by testing) (5 ACH = 607 CFM) (3 ACH = 364 CFM) Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Bedroom #2. 135.0 5.4 8.54 0.0 0.0 0.00 Bath #1 55.0 2.2 1.25 0.0 0.0 0.00 Kitchen 106.7 4.2 4.27 0.0 0.0 0.00 Dining 93.3 3.7 42.88 0.0 0.0 0.00 Living Room 173.8 6.9 12.71 0.0 0.0 0.00 Bath #2 85.0 3.4 4.27 0.0 0.0 0.00 Bedroom #1 160.6 6.4 7.63 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 809.3 32.2 81.54 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 562.7 59.1 0.0 Ceiling Supply of Warm Air/Floor Return 779 Private Kitchen 0.0 106.7 0.0 25.0 Ceiling Supply of Warm Air/Floor Return 120.4 Private Baths 0.0 140.0. 0.0 40.0 Ceiling Supply of Warm Air/Floor Return 149.6 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 Total 3.0 809.3 0.0 0.0 1,049 System Ventitlation Efficiency: I