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HomeMy WebLinkAboutManufactured Building Plansa G iI �I fP MW1.9 - ENGINEERING INSPECTIONS CERTIFICATIONS a TESTING October 5, 2020 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1887; MCP-3577; SFD HWC Plan#: 2540-0687(M1887) 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 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) : Z., .Items installed -at the'site are subject to°review,-approval, -and inspection -by,-- -r 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 Z6ne (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER,.5ARTER & ASSOCIATES, INC. Plan Reviewer HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEAAWATER, FLORIDA 33756 (727) 584-8151 FAX: (727) 688-Ms 1 (727) 585.2392 1 (727) 587.0447 Modular MPII InIPSCOOR AA /ZJ4JS4 k SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE D13PR INSIGNIA, FROM FURTHER PLAN PLAN R1 Icy SPEC'S a REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS LISTING .AGENCY THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. APPROVAL CAL UMOI ENEM NOTES: TNw srwcrvrte MAY be TO NOm w IS rwoD zoNe• TO NOTE a Rl`4�E ON LOCAL SUIL IN 'G ]DEPART.: THIS DRAWING PACKAGE COMPLIES \sRl!> • �[ EG'l �a®R�RtER�oAIIONS: • oR coA•ru. AIQI. REFEII BELaN. A�SA WITH THE FLORIDA MANUFACTURED ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT BUILDING ACT OF 1979 AND ADHERES COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS IDBPRI. BEEN INSPECTED, & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPECTION MOMENTS. 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DOES NOT TO THE FOLLOWING CRITERIA: COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY BE REQ'D {� n� D jT1t��q �i//����ry}}��r���j�((!pq �1�rr D ONS THAT ANY TIANY OBTAIN ALL REQUIRED RBYTTHE FOR A L ALL SITE ARESUBJECT SITING P NSA I®N / IC3/{il�lE/,("!.11ION: RBO IRED ARE PERFORMED LOCAL AUTHORITY HAVING JURISDICTON.RE BY THE LJHA. TALL COOS COMPLIANCION. TO APPROVAL E FOR ANYLED SITE COMPLIES W/ 2017 FLORIDA RES.COD$ A COSTS AND ALL REVIEW, APPROVAL, INSPECTION, RE -INSPECTION FEES ND/OR OTHER C S ITEMS SHALL BE DETERMINED A AND ARE THE SOLE AND EXCLUSIVE M H E ERMINED BY THE LJH INCLUDING ALL 6TH EDIION IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS. FAILURE TO CONFORM TO CODES & JACOBSEN SPEC'S MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE. 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR CONSTRUCTION TYPE V-B TO DRAIN SURFACE WATER AWAY FROM THE FOOT ITION ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND ��,., �„O WALLS (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL. SUBS. IA®J�, • OCCUPANCY SFD ISUCH AS ALL MUCK AND/OR OTHER LIKE SOILS), OTHER DELETERIOUS MATERIALIST, 4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETC... SHALL BE REMOVED FROM THE 6. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: TOTAL NUMBER AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. BABE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL SITE GRADING/FILL AND LOT PREP. (INCLUDING DRAINAGE). OF STORIES: 1 THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. 2. THE COMPLETE FOUNDATION, TIE -DOWN, AND ANCHORING SYSTEMS. FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY 6. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED ILOCATED)IN 3. TERMITE TREATMENT AND REQUIRED VAPOR BARRIER BELOW STRUCTURE. 170 MPH PORTION OF THE STRUCTURE. ALL SITE WORK 15 BY OTHERS, NOT JACOBSEN HOMES. TY HURRICANE ZONES" - DADE AND BROWARD COUNTIES. "HIGH VELOCITY U S STAIRS, AND GENERAL ACCESS INCLUDING ALL ACCESSIBILITY REQ'MENT9 4. RAMPS, T CE I I. 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH 5. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEMISI. WIND VELOCITY Vult(Ultim'I'l T APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS..I / R l INSTALLED T E IO O IT AS BE DESIGNED BUILDING 5IN H REGION FOR WHICH H BEEN N 6 PORTABLE FIRE EXTI I AND/OR FIRE SUPPRESSION S STE S ANY P RT NGU SLIER 91N Y M I REQ'O. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND IT'S THIRD PARTY APPROVAL 7. ELECTRICAL SERVICE (INCLUDING FEEDERS) & CROSS-OVERS ON MULTI -SECTION UNITS. FIRE RATING OF COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING S. ALL UNFINISHED DRYWALL - COMPLETE PANEL FASTENING, TAPE, & TEXTURE. EXTERIOR WALE 0 E%GEED 1/4" IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS PLANS SHALL NOT BE HELD LIABLE IF A BUILDING IS INSTALLED INTO A 3/8- NAILS - 8" O.C. MAX: 3/8" SCREWS - 16" O.C. MAX: - UNFINSHED DRYWALL ONLY SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SQ. F H T A H CONTRACTOR WHO REGION OR WHICH I HAS NOT BEEN DESIGNED THE CO 9. STRUCTURAL & AESTHETICINTERCONNECTIONS BETWEEN MODU {C LES/SECTIONS. ALLOW LE AB �(�FEET OF CRAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PERDN N N H A A TY SPONSISLITY. I STALLED THE BUILDING, SHALL BEAR SOLE LI BILL /RE . SIDING D RO M 10. EXT. AN ROOFING CL BONDING OF METAL SIDING OR ROOF COVERINGS L FLOOR LOAD 40 PSF THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER IS REQ'D BELOW THE BUILDING. 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY 11. EXTERIOR WALL FIMSH IENDWALLSI AND SOFFIT MATERIALS (ENDWALLIPORCH AREASL ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY Be USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE 12. WINDOW GUARDS, FALL PROTECTION, WINDOW PROTECTION, AHDQR STORK SHUTTERS, ALLOWABLE 3. THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE 3. NOT SHOWN, BUT ARE REQ1O FOR THE COMPLETION OF ANY ITEM INCLUDED 13. �CT_TL�DaJLD�FL'Ob NSR IIf.KCTION TTOM B ARD MAY IA TEO O11pMAN,ROOF LOAD 20 PSF BOTTOM O H FOOTINGS. WHERE THERE I5 SHALL NOT BE LOCATED 'BELOW THE O M F THE FO LNG T DOCUMENTS. THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART IN THESE DO E HE , 1 CRC�-B8-0 ER CONNECTtONe FRESH AIR INTAK AND BLOWER DOOR 8 4. C FRe A E. ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AIR CONDITIONING AND HEATING SYSTEM (REFER TO FLORIDA ENERGY CALCULATIONS GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER PA )SAL SETS OF CONTRACT DOCUMENTS PLANS NOTES DETAILS AND SPECS) 8. R (PLANS, ) FINSTALLED ON-S T T FOR MINIMUM EFFICIENCY REQUIREMENTS. I E BY HERS. 1, SEISMIC LOAD 0 BUILDING SITE THEN THE ROUND LEVEL OF THE DOES NOT READILY DRAIN FROM THEE G F S HOMES OR HEIR ENGINEER AND SHALL ARE NOT AVAILABLE ROM JACOB EN H E T 16. HVAC DISCONNECT WIRING BREAKERS SERVICE RECEPTACLE ETC.... UNDER -FLOOR SPACE SHALL, AT A MINIMUM, BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. 17. ROOF COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION (RIDGE/DORMERS, ETC I. JACOBSEN GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM 15 PROVIDED, OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. 18. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. MANUFACTURER HOMES 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE{ EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. SEGMENT & COLUMN LOCATIONS, SHALL Be SUPPORTED & ADEQUATELY CONNECTED TO ��yy y�'��qe 20. REQ'D GRAB BARB AND ANY OTHER ACCEABLE FUTURES THAT ARE REQUIRED. FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE R�C.aF: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE 21. ONLY WHEN NOT INSTALLED IN THE FACTORY, INSULATION AND REM AIR BARMER. HIGH VELOCITY A I O INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS CONSTRUCTION" AS REFERENCED IN FAG RULE 69A-3.01216). POSTING OF NOTICE SIGN(S) AS 22. HIS FMCACY LAMPS REQUIRED BY C R404 ME INSTALLED ON -SITE, BY OTHERS. HURRICAFE ,LONE, ' V & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. REQUIRED BY FAG RULE 68A-3.012(61 SHALL BE SITE. INSTALLED AND IS THE RESPONSIBILITY 25. 3LDIN0 ADIffiMs DY FED IWI0.1 ARa ALCL' OTi7� 5. THE DESIGN &CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNER. 24. UNIT WILL REQUIRE COMPLIANCE = THE FLORIDA ENERGY COD . BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. ¢T9 S INSTALLED AND INSPt!CT@O AT THC FACTORY; COAL APPROVAL IS N @D UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, _�,+� ` -. "NG• uRj/A�IO RM'•IR, ,��AyR CAUTION: A MINIMUM 11/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE H MATING LINE AREAS SHALL BE SUPPORTED. FOUNDATION SYSTEM ISIDEWALL &ALL MATT R H I B CA BE EXTREMELY DANGEROUS. ONLY INSTALLING A MODULAR STRUCTURE/ UILDING N MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT 19 EXTREMELY IMPORTANT 6. THE ENTIRE BUILDING/STRUCTURE SHALL PIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED. PLAN NO.: SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR 15 REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY F F A TIGHT FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL BE FREE O KNOTS, ADDITION TO THE DANGER TO PERSONNEL IMPROPER INSTALLATION COULD RESULT INMCP PROCEDURES THAT MAY BE MANDATED B INITIATIVES PROGRAMS POLICIES, OR P L@OUR ED Y OSHA - 3 5 77 CHECKS, SPLITS, BREAKS, AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE BE TREATED LUMBER OR OTHER APPROVE RIALI51. V PER TOOLS AND/OR EQUIPMENT. IF YOU ARE NOT QUALIFIED OR 00 NOT HAVE THE PRO CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. THESE PLANS COMPLY WITH RULE 61•G2,0.3 , 7. H O ATEDUNDER AI: FOOTING E COMPA 0 AMINIMUM 86 DENSITY -PER ASTM D-1557. FOOTERS 12" BELOW VIRGIN SOIL A D ELOW FROST-LI 8. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL Be 12 INCHES 1305m0 & IN ALL CASES THE PDOTINGS SHALL EXTEND BELOW THE PROST-LINE. 9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE // CODES //�'AN�D//OR RRMGUIREMENTS UNCLUDING STATE AND/OR LOCAL). PR.�/A1Fi� ON: 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR TERMITE INSPECTION 14 INCHES MINIMUM FOR GARAGE OR PATIO SLABSI. 2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL Be PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL. 3. A 1�0" 112 INCHES) MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAINS, & WATER HEATER T&P DRAIN ION-SITEI. 4. TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/STRUCTURE (INCLUDING PORCHES AND OTHER LIKE AREASI, AS WELL AS, ALL EXTERIOR AREAS THAT ARE LOCATED WITHIN A MINIMUM OF 11W IM INCHL-SI FROM ANT/ALL EXTERIOR WALLS OF THE FOUNDATION SYSTEM AND/OR ANY PORTION OF THE BUILDING/STRUCTURE OR AS ALLOWED BY THE FBC/FRC. 5. TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN. 6 MIL POLY VAPOR BARRIER. TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACK PILLING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL Be RETREATED. 6. ND WOOD, VEGETATION, DEAD ROOTS, CARDBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFTEEN FEET OF ANY BUILDING/STRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED, REFER TO NOTES 1, 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL Be INSTALLED ALONG THE FOUNDATION STSTEM. WHEN P.T. JOISTS ARE USED LEDGER 15 NOT R@O'D. MIUMOR GLAZING 01. OiN[: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS. ❑ ❑ ❑ ❑ ❑❑�❑ H®MO }�` ❑„❑ 600 PACKIiRD COURT, O SAFFFY 72�95 7' 7726.1138 Z DDDF] STA.: STATE OF ROMA Ila BU6DDIG, 2017 FRC 6TH wbr m MECkUKKILL: �B ®'• 2017 FRC 61EH mOION W A -WW1. 2014 NEC ® (� PWAflOW 2017 FRC p� 6R10MON IMRGY 2017 FRC e1N EomoN FOR PRODUCT APPROVAL OR WITH STATE OF FLORIDA STATUTE 553.842 RAISED SEAL (OR ELECTRONICALLY 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 70 OR bRAVA NrG PAc1 " ]DESCRIPTION PAGE(S) COVER SHEET & NOTES 1 FLOOR PLAN LAYOUT 2 FLOOR PLAN OPTIONS 3 ELECTRICAL CALC'S & NOTES 4 ELECTRICAL LAYOUT 5 ' EXTERIOR ELEVATIONS 6 EXTERIOR ELEVATIONS 7 PLUMBING NOTES & DETAILS 8 POTABLE WATER SYSTEM DETAILS 9 HVAC SYSTEM LAYOUT 10 SHEARWALL & SET-UP DETAILS 11 SHEARWALL CALCULATIONS 12 FOUNDATION LOAD DETAILS E AILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 TYPICAL CROSS-SECTION OFF F A I R MEI 15 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S TRUSS DETAILS) AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: REVIEW OF THE PLANS AND SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE INDICATES COMPLIANCE WITH THE CODES REFERENCED HEREIN. CONSTRUCTION CALC'S FIGURED PER R301.2.1.1 - METHOD 2 C,?�IDexsE...Foa No s' R, 0 0-5-2020? os/ONPL,EJ`"" In z w ABOUT THE ELECTRICAL PANEL (COVER). Michael G To m ko ,;-; jj 279 2020.10.0510: �Q P ° CARTER C ING.., #4c. 46:27-05T001 � 1627 S. MYRTLE AVE. SECTION 553.80111I61, FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUPACTURED IMODULARI BUILDINGS BEARING THE DBPR INSIGNIA, PROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING C,LEARWATER, FL 337M ° ONB 105M ATTE5TS THAT PLANS HAVE THE REVIEWED AND THEBUILDINGHASBEENINSPECTED BY A STATE APPROVED THIRD AGENCY AND POUND COMPLIANT WITH THE (.� (727) SB4.A151 .PARTY COMPLIER W/ POLY INCLUDING ALL PLORIDA BUILDING CODE. FLORIDA RES. CODE, 61N EDITION '^vraYm.10-5_2:420NwI ?o40-0687(M THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES IHVHZ)• II.E., DADE COUNTY OR BROWARD COUNTY). AMrOVBd i Y SCOTT Qv. F'EJII 1.'I,�:• THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -SITE, FOR COMPLIANCE WITH CH 633 FIRE SAFETY CODE. , JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED BUILDING HAS BEEN EXCLUDED FROM u /.' AG.,' 1'r ""•�'�D THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUD).Q t�.H�jng I212ns rfiltX3f F-lor!da License No. SR/IP-42 887) THIS BUII-DING IS NOT A HUO BUILDING. THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECFED OR INSTALIED. ]DRAWN: AIPPROMMATE SQUARE FOOTAGE OF BUILDING: 803.98 MIT. LINING AREA CHEF: M.T. fMINI IN _3� E S �1V � 0 63802 • €� 1• • Tr. ON Al-��`�� �� Nil 1111` O _ $a OL L O • p$ IId 6Tw aesl� Dv. ellwAe, a e 4es7 (s•H 265-047 LamL�] l•] z N V DATE: 10/6/2020 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS, THE CONTENTS OF THIS Ste' 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 SHEET: 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 yy,,�� ®■I{ AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN !l�� ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. C COPYRIGHT 2020. WEC: EXPDaure D DWS: 170 MPH MODEL: MOD-1887 WHEN FOUNDATION SYSTEMS ME DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENI:Y(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. COPYRIGHT C 2020, JACOBSEN HOLIES, OAFEIT HARBOR, FLCpD,` ALL RIGHTS RESERVL`D 4 FA 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERISI- INCLUDING ALL EXT. RECEPTACLES b LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL Be LISTED FOR SUCH USE AND SHALL BE LABELED "WR"[WEATHER RESISTANTI. ig 1-31/4' BUILD ALL WALLS 108D HIGH 6' 14-111/r ` 41/r 1-r 41/r 41T r-r MOD-1887 ROOF SHEATHING 170 MPH - Vult (Ultimate) 5 SFASTEN NG SHEATHING q C.)G EXPOSURE D • 15 GA. STAPLES MIN.• M X = 30 FEET 18' [ALL ROOF SECTIONS) 15-51/r 25-1D 1/r 31-41/r F3r-r MASTER MODEL if-11' IKA 3/i ?3'-D' 311-10' 35-11'-�III1I - - HANDYHI9X- � - � � � - J I Pdb30 I/r X, 4' 1X MP / 143 WIRE 3p 1/r % 601/4 3D 1/Y' % 12 1/4' 241/Y X 5011 241/r X 601/1 V WHEN 6)(:ERIDR w-. ARE wsraum oN.vre 7y DY DTHLTS; DOOP96HALL hCOIPLT 1Ym1 ALL EDRE59, ALL L1fJRAYIM, AND All. TN44 EIiER10R DOOR B W91D IAADIND REOIIENI9 wSTALLFDON59EBYOMERS (ONSDE BY OTTERS) PREP 09M, I - 73' X 81' LIVING RM. 160 1 91" PREP\[ a>� 9 % \ �P I \\\ � 1 n � I 53" ' SAiM I' 4,41" \ 11 I DINING 66 14 _ -r1_ � �L IC I\ / \ I Ir olrtlu_na\ A -j A 1 � �-KITCHF.4V' L�-G ITS RIP a _J ==FIRE 4] - / i I DNV I t A 1 I I I i 1 € 1 AL 241/ I % 601/4 BUILD ALL WALLS 108" HIGH I �501/2' % This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Le 7.S:y B 7 I- h ) iil1\�// Kule XL �`k il` L'____ L__I / \ 1 / 1 I ALLen oxsli0,0]o1RRs -- 1 s1• 1 - I \30'-2• PREP.1 \I I I' --- BEDROOM x2 I I .1GN4,DRR-16 (6 Y 463/4 20'-r '--I I 25-61/r 16 IMPACT WINDOWS 16 111 JOISTS 21' ICHF_CK SALES ORDER) I I 1 [ I5 5B TYP X DRY WALL EXTERRIOR 4 11r 41% 31-111/r • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ANY ATTACHMENTS'TO THIS STRUCTURES - DE fAktP ' • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLER) AT SELF SUPP®RTINR AND SHALL NOT TRANS ANDtDRINDT1fc BOTH THE SIDEWALL AND THE MATING LINE AREAS, LDAUS ANoma OTHER FORCES ONTO Tx15 DUaenDu&rBTRuerLxaE: AS WELL AS AT THE END OF EACH SHEAR SEGMENT. SOLID FUEL BURNING FIRIE ATE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL.107 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA REO'D PROV'D REG'D PROV'D PASS / NAME ISO. FTJ ISO. FT.)' FTJ I50. FTJ ISO. PT.I PAIL BEDROOM 01 Ill 8.88 13.36 4.44 7.12 PASS BEDROOM 02 81 6.48 10.91 3.24 5.71 PASS LIVING ROOM 160 12.8 26.52 6.4 13.92 PASS DINING ROOM 66 5.28 52.58 2.64 26.7. PASS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS ANIR/RR OTHER FORTES ONTO THIS H NI B]IN IGTRI ITT[ IRE LEGEND - FLOOR PLAN SYMBOLS :11 OR ;11 IP OR 14• RETURN AIR DROP ITYP.) II 12- DUCT RISER LOCATION ITYP.) It 1 AIR HANDLER LOCATION ITYP.I SHEARWALL O1 SHEARWALL DESIGNATOR IEEE TABLE] �1 COLUMN LOCATION [SEE TABLE) ©®® 11 7/8^, 14° OR 16 1.- RIDGE BEAM .Ra� atO SMOKE ALARMS BVALL L CEILINGIEX [}u O: Y� COMB. Co/SMOKE ALARMIST JACOBSEN HOMES MCP-a577 3i-11' 111/r 6 o MCPd577 30 Q012020 r-Y r : - 41r 6'-8 3/4 ... ALL 1-BEAM [CHASSIS) LOCATIONS SHALL HAVE PIERS ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION AND TIE -DOWN SYSTEMS ARE BY OTHERS KNOT JACOBSEN). FOUNDATION PER FBC AND STO. ENGINEERING PRACTICES. u 0 ®� p 1( n M o 5� "DES jl $ e Sol, G o= --- m odr m wF°' CC 7 os 3 Ws;e; Ws;ry; d° C m � K ° w°m q m ;o O O O rE, s, L 0i 9 R9 e o ° q0 �? m �-C I. u Nt fi'=a o v: SE ¢`R 0 I. 7 of b� o i tRa o 2E r f f zz n s ,. f s O O O ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. COWMH BUpporm DESIGN WIND SPEED:Y 170 MPH - 11 IMI-1-1 ❑ MAXIMUM MW HEIGHT, 108- MEAN ROOF HEIGHT IMRHI: 50 FEET DESIGN ROOF LOAD: 20 PSP EXPOSURE CATEGORY: D COL NUM COL TYPE 9ND BRG. BLOC OR TRUSS SPA IPEETI Cup BINBD LIFT LOAD [POUNDS) COL NUM. COL TYPE yTDD BRO. BLOCK Oft TRU55 SP IPEBTI COMBINED UPLIFT LOAD IPoUNDS) NDM TYPE NUM. TYPB ❑1 2 2 2X4 N 12.417 670B ❑$ O O O N O O 2 2 2.4 N 12.417 O O 0 N 0 14 2 2.6 N 12.417 O O N 0 2 2 2X6 N 12.417 P.- ' O O N 0 O 0 O N O O ❑7 O O O N O O 0 0 O N O O 0 O N 0 El° 0 0 0 N O 0 O p N O O O 0 O N O O 0 O N O OSiiIAILWALL n U) A = 57.5 PSF IDMGN SPWS: IL Min Q B 10 PSF 3 0 C 41,45 PSF TR"r�enc� ei+D a� :u eNesulEo -1 D 10 PSF WALLB DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 191 FLIP PLP OVERTURNING FORCE: 5 OVERTURNING FORCE: 1725 LBS 1920 LBS DESIGN SHEAR VALUE: fiJ7 PLP DESIGN SHEAR VALUE: 146 PLF 2 OVERTURNING FORGE: O OVERTURNING FORCE: 5729 LBS 1314 LBS 3 DESION SHEAR VALUE: 429 PLF DESIGN SHEAR VALUE; O PLF OVERTURNING FORCE: O OVERTURNING FORCE: 3865 LBS 0 LBS DESIGN SHEAR VALUE: 181 PLP DESIGN SHEAR VALUE: 0 PLF 4 OVERTURNING FORCE: O OVERTURNING FORCE: 1626 LBS 0 LBS WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS WINDOW SIZE W x L (50 AREA A LIGHT PROVIDED (SO. FT.) VENT PROVIDED ISO. FTJ IS x 66 15A72 7.780 O 1B X 38 9.164 7.789 0 1B x 40 9.643 2.12 1.08 18 K 60 W455 3A1 1.74 18 X 66 15.872 3.82 1.74 24 x M 2.935 7.789 0 24 x 40 8.643 4.1 2.19 24 X 54 12.997 0 O 24 K 60 14A4 S 6.68 5S6 30 x 1B 4.372 3.331 0 30 x 27 C629 3,9 30 X 40 9.643 5.44 30 x 60 14.435 8.84 30 x 64 15.393 9.52 54 X 34 8.206 7.78936 x 1B 4.572 ].]8B56 I X 40 9,643 6.71X6014.45IN'X e 4.914 7.78E72 X 15 8,51, 13.4B1 DOOR SCHEDULE DOOR SIZE W x L AREA ISO. PTJ LIGHT PROVIDED ISO. PT.) VENT PROVIDED (SO. FTJ 3B X 82 21.639 0 38 x 82 21.639 4.7591 38 X 82 21.639 5.7 E24.09 72 x 80 40 32.54 6 f08 X 80 57.162 48,81 IK a H Oa Oa Oi aWv� D�NF O_oc O°aO°aO°6 ^ m m n uaH G. n °n o H z vw W lu ®oQaQs °F is Uz W luau U n � ^ N `+ a ° N m D 6 a x aO �G oo rc .p on °a op+ °+ a �A o O 21 m 21 m a° ®a ON O a_o - z °zoo a m Om Om Om d i3",'azo MOR Oy�zw a e NOMOn �m 1. SOME ITEMS SHOWN MAY BE OPTIONAL. 2. FOUNDATION 19 INSTALLED ON -SITE, B7 OTHERS AND IS SUBJECT TO ALL STATE AND LOCAL CODES AND NSPECTIONS. 3. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND REO'D FOUNDATION ARE ON -SITE, BY OTHERS. 5. FOUNDATION VENTILATION 15 ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, L RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS L INSTALLED ON -SITE, BT OTHERS. e. SEE FLORIDA ENERGY CALCS FOR MIN. HVAC SPECS. ®�9. ANY PORCH SOFPIT 15 INSTALLED ON -SITE, BY OTHERS. 10. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OP THESE PLANS IMAT BE °FLIPPED° (� SIDE TO SIDE AND/OR END TO END - OR 5OTH1. ,® \( 11 SHEATHING S S DING ETC._ ARE NOTDIMENSIONSHWN ARE ACTUAL INCLUDED. NCL DOOR IED. EXT. 12. HITCH MAY BE LOCATED AT EITHER END OF BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. �15. THIS PLAN MAY BE CONSTRUCTED AS EITHER AN ON - FRAME OR AN OFF -FRAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE PLR SYSTEM (JOIST SIZES) CHANGES - SEE COSTR. PKG. 14. SEE NOTES 4 L 5 ISITE PREPJPOUNOATIONI ON COVER. PPPROV£D 00 0-5-2020? �,, NO uj >o Peer JAOOBSEN f ILI1NKAalm NOM09 air 4D a.xxo 1� 20 P MCP-35T! ¢aellll al.e D Mow.Rl Duu O'4RTER 6 COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION l•. _cEN - s o 63002 •---.P.-- Y� ` Y2 pO Z v a us F � 47W CHIM M iLt HICIM, IN 46616 JVQ 26"10 1 9 DRAWN: D.W.H. CHE IT'D: M.T. DAf6t 0/30/2020 SCAUt 5/16.. Iw. SHMI 2OFIs wM EXP..... D VIM: 170 MPH M01:1E1: MOD-18B7 I.M DEYA AND PLNL• ARM 1AIPOBNRAI. AND RRO MR111I.� THE COMIGRR OF TMW DRAWDIR PAOIA< DDIIfADI O0IPID1541IAL NORJII PIUN6LFD) DPOINATION AMf IRIAl111OR® Uw, DO-.% DOCLOAM , OR OAT11OYx011 OF T DI FACKAK OR ANY OF M COMT M fADW TR'I®K W RTRIORT PRMIWIRD BY JAC006DN MOMD6 AND MY BE ULAW YNB:D MTpDYJ ARE PRM=o TO THE RGCVPJIT FOR KPCCAR Kw"ft ONLY AID WtALL NOT BE 11OAlOm1 O01®, on OOICR'M/E RGlRO011O® NORM NBTRIOVRD TO OTHERR F011 ANY POPWE WRMOUT C"NO %VrTIBI AOt MWATWN FROM .L4C00601 HOMR TO MAWDW PADAND ALL rM CDKIINIR AIR THE OIGJSMI Fit"" OF JA000MI HOMML ALL RIWIV REIERYED. OOF1M*W 20" OOPTRIGNT © 2o20, J,ACOBDEN HOMED, GAPETT HARSOR, FLORIDA, ALL RIGHTS REMNVEM 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT LOVERISI - INCLUDING ALL EXT. RECEPTACLES M LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR"[WEATHER RESI5TANT). TRUSS HGA10 ( 1l,6X 26 GA STRAP 5) 0.131X1112' NAILS EA. SIDE - 36 3/4' \ f RUSS 2X6 TOP PLATE I I I I BEDROOM #1 j 123 I SCREWS :(2- MIN TO TRUSS STRAPPING DETAIL FOR CLIP SOLID FUEL BURNING FIRELACE WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA REO'D PROUD REO'D PROMO PASS / NAME ISO. FT.) (SO. FT.) ISO. PT.1 (90. FT.) ISO. PTJ PAIL BEDROOM •1 111 8.88 13.36 4.44 7.12 PASS BEDROOM 02 81 6.48 10.91 3.24 5.71 PASS LIVING ROOM 150 12.8 26.52 6.4 15,92 PASS DINING ROOM 66 5.28 52.58 2.64 26.74 PASS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING.ISTRUL-TURE. LEGEND - FLOOR PLAN SYMBOLS 41 OR ;I( 12° OR 14" RETURN AIR DROP ITYRI 11 12" DUCT RISER LOCATION ITYPJ 11 I AIR HANDLER LOCATION ITYP.I SHEARWALL pSHEARWALL DESIGNATOR [SEE TABLE) E] COLUMN LOCATION ISEB TABLE) ©®® 11 7/8", 14° OR 16 7/8' RIDGE BEAM ^, ,r.,ur avO SMOKE ALARMS [WALL M CEILING) COMB. Ca/SMOKE ALARMIST :E .s COLUMN SUPPOM DESIGN WIND SPEEO: 1T0 MPHVWI WUIm=rRl MAXIMGM MW HEIGHT: 108- MEAN ROOF HEIGHT IMRHF 50 PEET El- DE S[ON ROOF LOAD: 20 PSP EXPOSURE CATEGORY: D COL COL 6TUD BRG. BLORCK SP Cup BINBD LIFT co" LOL gnD B6R0. LOCK SPAN COMBINED ULLIYT NUM TYPE NUM TYPE TRUSS IFEETI LOAD D'OUNOSI NUM. TYPB NUM. TYPG OR TRUSS IPEETI GAD (POUNDS) 2 2 2x4 N 12.417 0 0 o N o ❑1 670B �$ O 2 2 2.4 N 12.417 O 0 0 N 0 14 2 2x6 N 12.417 O 0 0 N 0 5708 O 2 2 2X6 N 12.417 0 O 0 N 0 0 0 O N 0 0 0 O N 0 0 O O 0 0 N O 0 0 0 N O O O 0 N O O 0 0 N 0 o �8 O O 0 0 N O 0 0 0 N 0 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O$IIFUWAU N D A = 57.21 PSF DESIGN SPS:ISI IL < B = 10 PSF T6NNe DvenlunNiria vance i'seD; � p G 41.45 PSF W iAaeL SHBAR 2 D 10 PSF 6wexTDa O191 DESIGN SHEAR VALUE: PLP DESIGN SHEAR VALUE: 219 PLP OVERTURNING PORCE: O OVERTURNING PORCE: 1723 LBS 1920 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 637 PLP 146 PLP 2 OVERTURNING FORCE: 6 OVERTURNING FORCE: 5729 LBS 1314 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O429 PLP 0 PLF OVERTURNING FORCE: O OVERTURNING FORCE: 3865 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 4 181 PLP 0 PLP OVERTURNING FORCE: $ OVERTURNING FORCE: 1626 LBS 0 LBS WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS WINDOW SIZE W x L AREA ISO. FT. I LIGHT PROVIDED ISD. FT J VENT PROVIDED ISO. FTJ 18 x 66 15.872 7.789 O 18 x 38 9,164 7.789 O 18 x 40 9.643 2.12 LOS 18 x 60 14.456 a.41 1.74 18 x 66 15.872 3.82 1-74 24 x 12 2.935 7.789 O 24 x 40 9.643 4.1 2.19 12.997 0 O 14.435 668 3.56 4.372 3331 0 6.520 3.9 1.73 F2454 9.643 6.44 14.455 B.B4 15.393 9.52 5 B.206 7.789 4.572 7.789 0 56 x 40 0.643 6.]I 5. 9 36 x 60 14,435 10.81 S. SB x B 4.014 7.]89 0 72 x 15 8.511 15.491 0 DOOR SCHEDULE R E L AREA ISO. PT.I LIGHT PROVIDED (so. FT.) VENT PROVIDED ISO. FT.) 82 21.659 O 0 82 j72 21.639 4.7391 O 82 21.639 8.7 O 80 40 32.54B0 57.162 48.81 24.09 :,;r�''EIY,s�, :F o 63802 '•�1111111��` 0 "Elk 2 � s� w 4Taa CHlsTIR OIL UgU1Q, Ol 46516 wa 251-m4I L�IL 0 2 REHISIONS 0 BY DATE DRAWN= D.W.H. CHEO®I M.T. ;1 DATE. 10/8/2010 Jy 0-5-2020- NO SCAIEI ane�.lw• JACOB9[N ��1 Y W wrvr w HOMEs 1 rV} u¢ MCP-3SHIM: yQ a0-PaP1 Be, e,cc: ecuaT e e..eos..,,o== w wie IBA d av r J W M D Imp MQ 2 O N � g H ;^o �p o o F m-o D emu- � a � o � m ; D 5Z. aZ Q=p D w O E. LD E. D 3 Lao a z 1W®R PLAN Nis: 1. SOME ITEMS SHOWN MAY Be OPTIONAL 2. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS AND IS SUBJECT TO ALL STATE AND LOCAL CODES AND INSPECTIONS. 3. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND REO'D FOUNDATION ARE ON -SITE, BY OTHERS. S. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. C ALL RAMPS, STAIRS, M RAILS ARE ON -SITE, BY OTHERS, 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS M INSTALLED ON -SITE, BY OTHERS. ®� 8. SEE FLORIDA ENERGY CALCS FOR MIN. HVAC SPECS. 9. ANY PORCH SOFFIT IS INSTALLED ON -SITE, By OTHERS. III. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS [MAY BE 'FLIPPED- SETO SIDE AND/OR END TO END - OR BOTHL ®�11. DIMENSIONS SHOWN ARE ACTUAL FLOOR SIZE; EXT. SHEATHING, SIDING, ETC_ AlE NOT INCLUDED. 12. HITCH MAY BE LOCATED AT EITHER END OF BUILDING \^�1, WITHOUT ANY RE -APPROVAL OF THESE PLANS. THIS PLAN MAT Be CONSTRUCTED AS EITHER AN ON - FRAME OR AN OFF -FRAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE FLR. SYSTEM (JOIST SIZESI CHANGES - SEE COSTR. PKG. 14. SEE NOTES 4 M 5 ISRE PREP./FOUNDATIONI ON COVER TITRE OE =S Alm nJM11 ARE everwe1TIAL AND ►ROYR2TART INTel2AM TlO1 COMOOM or THIS OMWRR ►AGIAIE CaMI'm aMmEMnY. A/DIBO ►IOVOCRO OI' 111ON ANY UMAUTIDI® USE, CO►TDNI, OISCIAMIR, M OaIRIDIM1a1 W T ►ACIA•q M ANR OF Te CWMM CONTADm T1®eS& IS •nECTLT I1faNWif9 RT.MO2IIel Hpe► AND MY IE UN Aw THB E MTe0A1• ARE COPTNONT © 2020, JACOBSEN HOMED, BAPMY HARBOR, PLOMA, ALL NGNTS RESERVED ►ROImm TO TIM rzcvumT MR I►ecwx ►1IOOIGI ONLY AND SHALL NOr BE SCANM O, COP®, OR OTIMMMIC It!"OOIICED AIDNII OLTIODUnO TO OTHM FOR ART ►DDOAE WiTIIWr eOREM WffrM AIIODII[ZATOTI PROM .UCOOVEM IIOMEa TM ORAWID► ►ACRME AND ALL rM CONTMIS ARE THE EXCUIEIVE ►RORRTY OF JACOBIEM Nw ALL RANTS RESERVED. CO►TIUMIT 2020 USCMCAL LOAO CU®Na BUILDING SIZE: 803.98 Sq. Ft. 1. MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM (Sq. Ft. x 3 VA / 120 VOLTS / 15 AMPERES - MIN. NUM, OF GENERAL LIGHTING / USE CIRCUITS REQ'DI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: 803.98 x 3 VA 2411.94 VA TOTAL VOLT-AMPERES: = 2411.94 VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT 1,500 VOLT-AMPERES PER 20 AMPERE CIRCUIT: SMALL APPLIANCE LOAD: 3 x 1,500.00 VA - 4600 VA LAUNDRY LOAD: i x 1,500.00 VA 1500 VA TOTAL VOLT-AMPERES: 6000 VA NAMEPLATE RATING OF ALL FIXED APPLIANCES IIN VOLT-AMPERES): CLOTHES DRYER: 5800 VA RANGE: 9600 VA COOK TOP: = 0 VA WALL OVEN: = 0 VA MICROWAVE OVEN: = 2400 VA DISHWASHER: 1380 VA GARBAGE DISPOSAL: = 1080 VA WATER HEATER: = 4750 VA OTHER: = 0 VA OTHER: = 0 VA OTHER: = 0 VA OTHER: = 0 VA TOTAL VOLT-AMPERES: 25010 VA 5. NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS IIN AMPERESI: RANGE HOODISI: 1 x 1.1 AMPERES 1.1 AMPERES EXHAUST FANISI: 2 x 0.7 AMPERES = 1.4 AMPERES CEILING FANISI: 3 x 1 AMPERES = 3 AMPERES FURNACE BLOWER (GAS / OIL): 0 z 8 AMPERES = 0 AMPERES TOTAL AMPERES: = 6.6 AMPERES MULTIPLY x 120.00 VOLTS TOTAL VOLT-AMPERES: - 660 VA 6. TOTAL HEATING AND AIR-CONDITIONING LOAD: [USE THE LARGEST OF THE FOLLOWING SIX SELECTIONS - IA) THRU (FI - IN VOLT-AMPERES): A. 10ON OF THE NAMEPLATE RATING(S) OF THE AIR-CONDITIONING AND / OR COOLING [VOLT-AMPERES): 1 x 14400 x 1009 = 14400 VA LARGEST B. IOOX OF THE NAMEPLATE RATINGISI OF THE HEATING WHEN A HEAT PUMP IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING IVOLT-AMPERESI: 1 X 12000 X WON 12000 VA C. 100% OF THE NAMEPLATE RATINGIS) OF ELECTRICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EXPECTED TO BE CONTINUOUS AT THE FULL NAMEPLATE VALUE. SYSTEMS QUALIFYING UNDER THIS SECTION SHALL NOT IE CALCULATED UNDER ANY OTHER SECTION IN 220.82ICI (VOLT-AMPERE51 0 0 X IOOX = 0 VA D. 100X OF THE NAMEPLATE RATINGISI OF THE HEAT PUMP COMPRESSOR AND 65X OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP HEAT PUMP COMPRESSOR IS PREVENTED FROM 0 x 0 X100% • 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL HEAT, IT DOES NOT NEED SUPPLEMENTAL ELECTRIC HEATING SYSTEM TO BE ADDED TO THe SUPPLEMENTARY 0 X 0 x IOOX 0 VA HEAT FOR THE TOTAL CENTRAL SPACE HEATING LOAD [VOLT-AMPERES): TOTAL LOAD (601 0 VA E. 65X OF THE NAMEPLATE RATINGIS) OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED UNITS (VOLT-AMPERESI: 0 0 X 65% 0 VA F. 40% OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF FOUR OR MORE SEPARATELY CONTROLLED UNITS (VOLT-AMPERE51: O X 0 X 40% v 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: = 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED IN 2 THRU 5 ABOVE[: TOTAL GENERAL LIGHTING / USE CIRCUITS (2): 2411.94 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3): 6000 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCES141: 25010 VA TOTAL NAMEPLATE RATING OF MOTOR 6 L-P-F LOADS 151: 660 VA TOTAL VOLT-AMPERES (COMBINED TOTALS 2-5 ABOVEI: 34081.94 VA 8. TOTAL COMBINED LOAD (FROM 7 ABOVEI: = 34081.94 VA FIRST 10KVA AT 100%: - 10000 VA SUBTRACT THE FIRST 10KVA FROM TOTAL COMBINED LOAD: 24081.94 VA e. FIRST IOKVA AT 100%: = 10000 VA IFROM 8 ABOVE[ 24081.94 VA - REMAINDER AT 40X: = 9632.78 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: = 1962-2.78 VA 10. TOTAL COMBINED LOAD [FROM 9 ABOVEI: 19632.78 VA TOTAL HEATING AND AC LOADS 161 - LARGEST OF (Al THRU IFI: = 14400 VA SUBTOTAL: 34032.776 VA SUBTOTAL DIVIDED BY - VOLTS: / 240.00 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: = 141.8 AMPERES 1 ELECTRIC SERVICE PANEL G Sa This Item has been digitally slgnea ana sealea oy micnael L3 Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE)TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTUREI WITH 2. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN A COMPLETELY ENCLOSED LAMP. ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE [FIXTURE). CODE (NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION 5. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: OF THE BUILDING / STRUCTURE. (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. BE PERMITTED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT INSTALLED AS FOLLOWS: BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S)I5 NOT INSTALLED WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE. HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES[ INSTALLED ON THE 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED POINT OF A STORAGE SPACE. CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES[ WITH A COMPLETELY ENCLOSED OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) BY OTHERS. AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES IFIXTURES) THAT ARE INSTALLED ON THE WALL 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERSI. OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. STORAGE SPACE. 7. ALL WIRING 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN-, IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING - 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED /INSPECTED AT THE FACTORY, ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALG'D BY OTHERS, STALL. LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. AUTHORITY HAVING JURISDICTION. 10. 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED 110-9 OF THE NATIONAL ELECTRICAL CODE INECI. BY A- CERTIFIED ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE ION -SITE, BY OTHERS). 11. ALL 120-VOLT, SINGLE PHASE, 1S- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, BEDROOMS, LIVING ROOMS, DEN% FAMILY ROOMS, CLOSETS, HALLS, DINING ROOMS, KITCHENS, LAUNDRY ROOMS, 6 OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (GO) SIMILAR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. TO PROVIDE PROTECTION OP THE BRANCH CIRCUIT. 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM 30. PER THE 2017 FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 75% WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE LAMPS OR A MINIMUM OF 759 OF PERMANENTLY INSTALLED LIGHTING FIXTURES AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 200 AMP 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON MAIN PANEL THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL += THe HVAC IS SIZED AND INSTALLED ON-51Te, BY A QUALIFIED, STATE CERTIFIED, COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE INECI. �/1/J/(�I ELECTRICAL CONTRACTOR - INSPECTED BY LOCAL JUR1501CTION, 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 111 20 AMPERE (12-2) CIRCUIT. 120/240 VOLT / �/ IMPORTANT. READ AND UNDER5TAND ALL NOTES ON THIS SHEET AND SHEET 4 OF 15 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH SINGLE PHASE 60 HERTZ LOOM MINIMUM SERVICE PANEL MAIN BREAKER CAPACITY: 141.6 AMPRBRES SERVICE PANEL, MAIN BREAKER size: 2QO AMPRERes GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED mUICK IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED OPTIONAL: !6 IAWGI COPPER WITH A WEATHER PROOF IWP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED 1 OR 2 ADDITIONAL CONDUIT DROPS GROUND (MINIMUM) INSTALLEDV PER NATIONAL ELECTRICAL CODE I. WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. MAY BE ORDERED GROUND WIRE IS ON -SITE, BY OTHERS. `� 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. AND INSTALLED FOR FUTURE USE. REFER TO NOTES 1, 15, 6 16 ON SHEET 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE 2 INCH DIAMETER RIGID METAL OR RIGID LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN NON-METALLIC CONDUIT 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. ,�- 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS 200 AW LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, �y t.`R�y �rAP� }•�ng�I AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM RACE LEVEL AND NOT MORE THAN FdS 1\Sf'S.1+ )US Y 18R7,M G 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. THE SERVICE PANEL MAIN BREAKER SIZE MAY BE INCREASED PROM THAT SHOWN HERE. IF 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS SIRE ZES OROUNDING5 BREAKER EAND IS IENTRANOC WIRES)THE SHALL WITHIN 36 INCHES 13 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET ON THE CURRENTONEC ETHAT C9 IN EPPECT AT SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE THE TIME. THIS IS ON -SITE, BY OTHERS AND ID SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. LMM 200 , FIS.G 9UCNC $OMIC9 P CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT • ; !.14o • 63802 �' * e S RCR,51 46516TORDR tA 9 z W Y4 DRAWN: D.W.H. CHECIM: M.T. VATEO 0/30/2020 SCALE: ana• . tb• SHME 4 OF 15 WEC: Exp... rQ D DWS: 170 MPH MODEL: MOD-1887 t Ti!•E DETAIL AND rule ARE COlsmotrtAt AID PINIrI�TARf wTEW:•, THE COMQR• or T10 ORAWDI• ►ACRA•E CARAp COIR•IDENTIAL A1D/aI PRIVD.B•N M'MYATION ANT N1AUIIDRCIID a . DOnDa, Bam•UR, DII DAT1BdmON OF TO rACSA•e, w ANr a• T1e �H1 ,yHrAom T:CRD4 a •TCCRr rR01®n® •r .IArmal Hae• A,p wT x w.AwnL. neae wTWAu AI6' COPYRIGHT 0 2020, JACOBOEN HOME% OAPETY HARBOR FLORIDA. ALL RIGHTS REDCREMD. PROVWM "'PM RECIJ I FOR •PL•CVIC PIROO•E• ONLY AND •HALL NDr BE •DANIR:D. COPIED, 04 MO M M R7RO MM A1DIOR DaTRa1Rm TD OT1RIa FOR ANT rWB E wRHO1R OOREM WWrrW MMOR TWN PROW 4.CObM 11 N THa DRAWDa rAGM! AND ALL m MN1mm Ake TIa E%SUM rROFOIrY w JAOOB•EN xalA ALL RINR• MBIEVED. CcmT 1=0 R. CMCAL SYMBOLS 16EGEW KLEGTRICAL CIR CUI SCMDVLG a THG HVAC IB SIZED AND INSTALLED ON -SIT[, DY A OUALI11UD, STATE CERTIFIED, BRSUKER WIRE BRSEAKER WIRE sass -SIZE WIRE ELECTRICAL CONTRACTOR . INSPECTED BY LOCAL JURISDICTION. RECEPTACLES SVRTCNES ELECTRICAL PANEL TNERUOSTAT CIRCUIT R NOYGNCLANRE IZE SIZe CIRCUIT P NDN[NCLANRe QE IZe CIRCUIT I NOMENCLATURE Wd PA�aI db 0 �WP > ICIRCUR DESCMPTIOM SCIC U.MPGRGSI ICU ILIRCIIIT D%MITIOM IA-M-1 ICUJ ILIRCYR OGSCRIPTIOM IAMPeREsI ((( (IMPORTANT: READ AND UNDERSTAND ALL NOTES ON THIS SHEET AND SHEET D OF 15 TYPICAL TYPICAL 11 TYPICAL 1 1 (� 1 SMALL APPLIANCE - ARC FAULT P/GPCI - 1 1- 11 GENERAL PURPOSE - ARC FAULT Al - IS 14-2 31 RESERVED - CIRCUIT NOT USED NA NA RAm,/Yp MINIMUM SERVICE PANEL MAIN BREAKER CAPACITY: 141.0 AMPRERES 00 VOLT - VOLT 0 VOLT TYPICAL s-WAY VVV y SMALL APPLIANCE - ARC FAULT P/GPLI - 11-3 11 GENERAL PURPOSE -ARC FAULT . 15 2, RESERV[0 -CIRCUIT NOT USED NA NANGLE SERVICE PANEL, MAIN BREAKER SI2G: y00 AMPRERGS JUNCTION BOXES [OYBIWTION 6U0[!/LO OPT. T[LGPXONE PREP. OPT, TELEVISION PREP. y AP ♦-2 eo HeRrz ,� n YORE ALARM Iw50N NNOMOD W-APM p 2-1 11 HVAC DIEATING/ACI - BY OTHERS TS D-D �. Rn„ m 0 OPT. MICROWAVE -ARC FAULT AP/GFCI-20 11-3 I> EXT. RECEPTS IOPLII OPCI - 1 pTp EDGE UNODM YIDDLG .ALIT vaO `amar°�' (--S ALL TTV BONG PREPS ARE OPRONAL ♦e Mw�l WP2R LOOK FLOOR Awes RITlRC .D-D FOR SINULTANOOUS ACTH ON NiD E OMITTED, RELOCATED, OR ♦ SMALL APPLIANCE - C FAULT GFCI - 3 12-1 ♦ BATH RGLEPTS IGFCII GFCI - 10 12-2 SMOKE ALARMS IINT[RLONNECTGD/API - IS WdIMULO INSTALLED ADmONAL MSTALLED WITHOUT R-APPROVAL NW1i OlOxo s I , N_�_CS P. THE SERVICE PANEL MAIN BREAKER SIZE MAY s GGNGRAL PURPOSE - ARC FAULT AP - IS IS WATER H TER 2P-30 12-2 35 RESERVED - CIRCUIT NOT USED C BY OTHeRe. E 1BCEAKS[D ROMS AT SHOWN H E. O LMReSCENT LIGHT CERINO FAR EXIT SIGN PREP. EMERGENCY LIGHT P.P. eA NA PON PVNn[ Y G IKSO 6eG NoiGS ; 1ei, a 1e1 �C, Q' l5 ZG9 IpROUNDINOEAND ENTRANCE WIPG6 (SHALL ® ' GENERAL PURPOSE -ARC FAULT Al - 15 1 ELECTRIC RANGE 2P-40 B-3 IO ReBGRV[D - CIRCUIT NOT USED NA NA INCH OIAUETeR y BE INCREASED TO THE CORRECT SIZE BASED CRE299CD� BURPACG MOON T ON THE CURRENT NEC THAT I9 IN EFFECT AT PAN PREP TTPICAILY I@DUUMO IN COMMERCIAL. APPLICATIONS ONLY GENERAL PURPOSE - ARC FAULT - IS 1 2 O OPT. DISHWASHER - ARC FAULT/GFCI qF/CPC.." 14-1 17 RESERVED - CIRCUIT NOT USED NA NA CN NGTPLLiC CouDUt1 THG TIME. TH19 I9 ON -SITE DT OTHERS AND N HWGI - COFRR - PEA NO. -I'SIM 4J ITM SUBJECT TO INSPECTION SAND APPROVAL BY GENERAL PURPOSE - ARC FAULT - 15 14-1 PT. GARBAGE DISPOSAL - ARC PAUL F /GPLI- 1 tf-2 28 RESERVED - CIRCUIT NOT USED N4 - E LOCAL AUTHORITY HAVING JURISDICTION. INTPAfOR INC2WDGSGGNT LIGHTS EXTERIOR INCANDESCENT LIGHTS PAN/LIGHT COMBO. EX PAN - N LIGHT AP IB NA WET L IW 111 RESISTANT RE INMGI O B 1q-2 12-2 18 PGSGPV[0 -CIRCUIT NOT USED NA NA 200 AW D X[ a GGNGRAL PURPOSE - AMC FAULT AP - 15 19 LAUNDRY IWA9HER1 -ARC FAULT F/GFCI - 2 srAxDARD PDSIr1DNeD RELE95eD ei nDD vM 1oe V. LPM EF ECiRICAL RISER DIAGRAM ,♦m OASRET WALL NWM[D EITHER SYMBOL MAY BE USED y SMITGGS 1 SVRTO, GENERAL PURPOSE -ARC FAULT AP - 15 1q-1 LAUNDRY [CLOTHES DRYER) >0 10-D 50 RESERVED - CIRCUIT NOT USED NA NA ` R 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. .� WEATHER RESISTANT COVERTS) - INCLUDING ALL EXT. RECEPTACLES d LIGHT FIXTURES. ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL. TOTAL NUMBER OF CIRCUITS USED = 22= 2, ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE TOTAL NUMBER OF STD. BREAKER SLOTS USED = 2 LISTED FOR SUCH USE AND SHALL BE LABELED IIWRI' (WEATHER RESISTANT). _ (NOT INCLUDING DUAL OR PIGGY BACK BREAKERS) 3. TAMPER RESISTANT RECEIPTS REQUIRED I� z3 This item has been digitally signed and sealed b Michael G TO RE LOCATED BY LICENSED HVAC/ELECTRICAL HANDY-BOXg y g y CONTRACTOR +THIS 15 ON -SITE, BY OTHERS). ,3 WPGFl 15 AMP/14.2 WIRE Tomko, P.E. On 10/5/2020 13 GFI Printed copies of this document are not considered signed and r - sealed and the signature must be verified on any electronic copies 13� 7 LIVING RM. GF II BEDROOM #1UNDE I I 160 e� I I 111 sYa I l AND -BO EAVE HANDY -BOX WP13 15 AMP 114.2 WIRE Gfl / --'�-\ 7 m I 2\I 6B (� - \\ I 1 /� I /` ` \ L I 91" T PREP.' o��O I fi \PRF3I m�> 7 �/ S�4 16 �r T GFI THIS EXTERIOR ODOR IS % ' _// • 1 %V}Y: 1I INSTALLED ONSOC BY OTHERS I \ \lac Yl N l FF L YIP 60" OPF T.V1PH. �� 31*91 14 } 6 fi 6 GT.VJPH. N • .• / GFI - 24 WP 1 %/ //�\• T\ II A �WWa fiza Q III 60"OFF 20 I //� �� ^�1\ \ I \5 D. III REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: C _ #,� GFI 1. FOR .-FAMILY DWBLLJNO AND EACH UNIT DP ATWO-FAMILY DWELLING THAT IS AT GRAOG \ " I G�\LI / //�' LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRAD[ LEVEL AND NOT MORE THAN , \` ,�A / \ LOOK] B 1/3 PEST ABOVE GRADE SHALL DE INSTALLED ON THE FRONT AND rHe BACK OP THE DWELLING. \ = 11L - J✓ m = __ _ _ h \` 1. / \ I IP THIS UNIT /5 TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR 4 53" / 5 AM I I / QR TABS \ l >-Q I,\/ i1 I 6V Y I 1 OUTLETS TAT GRACE LEVEL) SHALL Be INSTALLED ON -SITE, BY OTHERS. \ r� A 1 ( A _ �� - \30.-2,. � PREP.( 1 ir:,�/'i \s � 0II D + I % ' \``�� 1 REQUIRED EXTERIOR DEVICE LISTINGS: l / KITEkEN y fi I ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR _ _P�PQi.Y _ _ J WEATHER RESISTANT COVERTS) - INCLUDING ALL EXT. RECEPTACLES 4 LIGHT FIXTURES. REP DLY / 2 S:Z�j I . LOOKI 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE DINING 1 I GFI 7 fI� 15 A \ I GFI GFI 6 BEDROOM #2 -, LISTED FOR SUCH USE AND SHALL BE LABELED "WR"IWEATHER RESISTANTI. 66 q 4 1 I 1 (GFI o.d 1 /�//J HVAC ELECTRICAL INFORMATION / GENERAL NOTES: /i//2 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). 1 GFI (/\/`/!/ THIS REQUIRED RECEPTACLE SHALL BE INSTALLED ON -SITE, BY OTHERS (BY A CERTIFIED WP LOOK( ELECTRICAL CONTRACTOR(. 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED °OFF" POSITION THAT 15 PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE SDOKI OTHER DISCONNECTING MEAN A A V 5 RE ALSO PRO IDES BY A READ ILY ACCESSIBLE CIRCUIT WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY Be WALL OR CEILING MOUNTED BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 3. CERT PI DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT 1 ED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOLATION(SI: THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL TIN ACCORDANCE WITH THEIR L15TINGSI. APTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS(. 1. IN EACH SLEEPING ROOM. UNIT. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED 4. THE HVAC UNIT B REQ'D. ELEC. 15 SUPPLIED 6 INSTALLED ON -SITE, BY OTHERS. THE SIZING GAR AND INSTALLATION OF 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS AGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM N THE MAIN BREAKER FOR THE HVAC SYSTEM, AS WELL AS ANT REQUIRED OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72, WITHIN 10 FEET OF ANT ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICENSED, 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING ELECTRICAL CONTRACTOR AND IS SUBJECT TO INSPECTION -1 APPROVAL BY THE LI-L JURISDICTION CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY ((]��\ HAVING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BRUAXUR SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE C- \ SIZING AND INSTALLATION OF THE ENTIRE BUILDING, BEFORE ANY POWER IS SUPPLIED TO THE MAIN LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER \/ ELECTRICAL PANEL OR ANY PORTION OF THE BUILDING. THE UPPER LEVEL. CURRENT PROTECTION. LOOKI 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDAI SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL. 2. OO6LDRIS MLL 1[O-R0.T, NITRE RNML' N- AO S} AIIBEB MMICtI QIgpSD YPI-TON( OUTUMTf M AY. I�EOWR LIVDW ROM, D151% P-Am" Nw^ OLDRETI, NALAA ODOIO Rookm A "MLAR A NULL DID FROTe=w RT AM ARDFAULT CIRCUIT Df101M1E11, COIODLATION TTIB OCTAVO" TO PROA1100 PRORCTIdI OF THE NWICI CCROMI. 3. 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 PHUSH° BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED [IN ACCORDANCE WITH THEIR LISTINGS). S. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS), FFATaMM NLFM 6. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL Be EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. B. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WPI ENCLOSURE ICOVERI, THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 56 INCHES 15 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. 11. DISHWASHER AND GARBAGE DISPOSAL MAY Be INSTALLED ON ONE 111 20 AMPERE 112-21 CIRCUIT. 12. PAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 13. CEILING PANS SHALL BE INSTALLED SO THAT THE BOTTOM OP THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. CEILING PANS HAVE BEEN INCLUDED IN THE ELEC. LOAD CALLS IN EVERY ROOM, THEREFORE THEY CAN BE INSTALLED WITHOUT ANY PLAN REAPPROVAL 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONA F TRI A IN I 1S. FOR "ON-PRAMC' MODULAR PLANS, THE MAIN ELECTRICAL PANEL SHALL ALSO BE BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING "JUMPER^ SHALL ALSO BE INSTALLED BETWEEN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REQUIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED (LICENSEDI ELECTRICAL CONTRACTOR ION -SITE, BY OTHERS) AND ARE SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SERVICE PANEL 15 WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 14 WIRE SYSTEM) FROM THE FACTORY. IT IS TH! RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY Be OPTIONAL OR REQUIRE INSTALLATION ON -SITE. SIOD CNESIER DL EIJOIAM,W 46>i6 Is412BEO DRAWN: D.W.N. CMQ®- M.T. DATE: 0/30/2020 SCAM: WIGS . tLoR sHEE[s � ®f is WEC: EXp..... D DWs: 170 MPH MODEL: MOD-1887 TN'JB PMNA S AND R/H!• ARE COIFDORUL AID RTRp@TART MATDDYL THE COMQATR OF THAD DMWON FACADE =WADI COW'IDEHI[AL AMPM FRIyBiRm DFp1yATlNI ART UTAIIIIpI® ARE, CWYDIR, DDICIAWAM OR DPTRIWRW OF T10 FAWRE, OR AN'f OF M COMEMTR OOMTADM TNp®4 R OTRiCILT /RRIRRID \T .UEOYM NAM. A O WT BE IRRANTL. THE,IM wTU M L, ARE COPYRIGHT ©R010, JACOBWIH HONEY, 9ArCTT IIMBOR, rLORIDA, ALL WORTS RESERVED TO TICS 10570 R FOR NSCTIC PLOSe'S RROKLT AND SHALL NDT BE OCAWM06 COPIED, ON OTHERWISE REPRODWOMD ANDAOR DMITR1BlRm DI TO OTXS FOR NIT PIROOSE SRTHOPIMM OUT MRNI TTAUTOR 7ATSON FROM JACOBSIN H IIIEL TWO DLAWDM PACRARE AI AND ALL ITO CONTEM M THE QCLUSM PROFOTIT OF JACOBSEN MONOL ALL RINTO RERGVE0. /T COPTON"20 OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE IS NOT EXCEEDED. ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE. ON F00P PNOV2 OYIP01'E 15 IAO NPRT\ PLV MPXIH,OM OF Sat �ry0 IV X r TYPICAL VENT FOUNDARON VENRLARON PER EHGNEERED DESIGN FOUNDATION VE W11ON ELEVATION NOTES- OM SU J C TO LOCAL DI SEE CROSS-SECRON FOR OTHERS SUBJECT TO LOCAL CODES AND JURISDICTION. This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies TYPICAL FOUNDATION FOUNDATION DESIGN/CDNSIRUCTION ON -SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND INSPECRONSS STEM WALL FOUNDARON SHOWN - OTHER FOUNDATION TYPES MAY BE U111®. ELEVATION NOTES SEE ROOF VENTM110NON FOR G OW ® �ooW LooHi NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. FIFIFF ACOSSONAND NWATION Nam: 1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. AND INSPECTIONS. 2. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. VENTS. EITHER OF THESE METHODS MAY BE USED SEPARATELY OR IN COMBINATION. 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ■ ❑ HS, ®ME SITE ITEMS MAY VARY, NOT COVERED BY THESE 9. ROOF OVERHANG HEAVE) SIZES MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS, FRONT AND REAR EAVES ARE 13 1/2" AND SIDE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH AS SIDING TYPE, 3. WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D VARY FROM 10" TO 6" NOMINAL SIZES. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY FOUNDATION ARE ON -SITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. 0 14 r6. 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. 600 PACKARD COUM/ AC AND HEATING UNITS ARE INSTALLED ON-51TE, 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY "FLIPPED" 19. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE E] 1:1 El S%1�� }�>aQj� FL3{�b9rj BY OTHERS AND MAY BE RELOCATED FROM SHOWN. 7. ELEVATION TYPICAL ONLY. ON -SITE PORTIONS OF EXTERIORR MAY BE CHANGED BY THE BUILDING RE -APPROVAL OF THESE PLANS [MAY BE SIDE TO SIDE AND/OR END TO END:. 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL DESIGNED AND INSTALLED BY OTHERS INOT JACOBSEN) AND ARE SUBJECT INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS. 727 726-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. TNIMM MA66 AND � AD: mrsmeNruL AND ►RO►I�M MATBIBAIl. THE CONTQR. W T Mu ►AOIA! CCNTA01 cstrmcmAL AIDIOR ►lavne.m DrORM Mft ART UNAUI1 ZO 11.. C0FTD1% GOCLO.IRR, DR DLTi®IITiDN a T ►ACKA.q C. ANT 1 T10 IDN"WM CDMTAD7 T11 UNK w .TIDCRT . DBITBD RT JACCB.E11 NIl. AID MAT BE UuvngA. THESE MATBIDAIJ ARD ►RMMD TO THE RLCIMNT ►OR .►GCMG ►I.VO.B. *HIT AND .HALL NOT BB .GNMOm COMM OR BIHtltWf6E IR►ROOU= ANNOR DDTgDUIED TO OTHM FOR ANY KWWITHOW ODREM WR AUi11O0=TWW ►RW JANB.d HDM T DRAWDW ►ACKASC AND ALL m CONTEM ARE THD OIGJpITD ►RO►MWY O► JACOB.d 14 1 ALL RI.NTR PUNeRVE0. GD►TR1Mff R02O 0-5-202C zuw(d COMPLIES W/ 2017 FLORIDA RES. LODE, INCLUDING ALL 6th EDITION t'�pEN3F . o o 63002 -...R.- 3 I"1881IIIf1�1�1 ® a $$ 81 $s $ t � g .TOO OIFTR2 D)L �S OXMD, IN 4 16 (W.) 2644TN MM= amm omm I �MI-_�� DMWN• D.W.H. CIDCIOEDS M.T. DATE: 0A0/2020 SCALE: Dn6, . p-0. SFIM:y1 6 ®A 1.5 WECS EXp... r. D 0ws: 170 MPH MODEL: MOD-1887 OOPTRIOHT © 2020, JACOBSEN HOMES, RAPLTT HARDOR, PLORIDA, ALL RIGHT" REGERVED. OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE IS NOT EXCEEDED. ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE, PNGI.E L0Wp6�f: ti5 \ P NPryY\ M,y}MUM PD 00F ill-It M \R IV X V TYPICAL VENT FOUNDATION VENTILATION PER ENGINEERED DESIGN TYPICAL FOUNDATION FOUNDATION DESIGN/CONSTRUCTION ON -SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND INSPECOONS. STEM WALL FOUNDATION SHOWN - OTHER FOUNDATION TYPES WAY BE nIRED. ELEVATION NOTES SEE FOR ®N ROOF VENTLATIONON FOUNDATION VENIILATION ELEVATION NOTES: OIHFRS SUGT TO LOCAL CODES SEE CROSS-SECTION FOR AND JURISDICTION. This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 2ppKT � � NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. FIFTY-] ACOOSAND 1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. AND INSPECTIONS. 2. SOME ITEMS SHOWN MAY BE BY OTHERS. VENTS. ETHER N THESE METHODS MAY BE USED SEPARATELY OR IN COMBINATION. BY OTHERS. 15. SOME ITEMS SHOWN MAY BE CAL ARCHITECTURAL 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ■ ❑ HOMOS SITE ITEMS MAY VARY, NOT COVERED BY THESE COVERED APPROVED PLANS. 3. WHEN INSTALLED, THE GARAGE FLOOR AND REO'D 9. ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL FRONT AND REAR EAVES ARE 13 1/2" AND SIDE EAVES VARY FROM 10" TO 6" NOMINAL SIZES. DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION OF THE FINAL STRUCTURE. ITEMS SUCH AS SIDING TYPE, SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY FOUNDATION ARE ON -SITE, BY OTHERS. E, TH OTHERS. 4. ANY STEPS AND RAILS ARE ON -SITE, 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE, VARY FROM THESE ELEVATIONS SHOWN. 18. STEPS AND RAILS ARE ON -SITE, BY OTHERS. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. I( bQ0 �ACE/A pit. F.^SE,y„ ER11E•'R+RR�••�+ YVVVff, IEF1E�Ry KMOR, S,nE'�RR NARSOI3A FL 34b9S 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, BY OTHERS AND MAY BE RELOCATED FROM SHOWN. R TYPICAL ONLY. ON -SITE PORTIONS 7. Or EXTERIOR OF EXTERIOR MAY BE CHANGED BY THE BUILDING 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS (MAY BE "FLIPPED" SIDE TO SIDE AND/OR END TO END). 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL 19, ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE DESIGNED AND INSTALLED BY OTHERS INOT JACOBSENI AND ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS. �•.� 7TJ-72b-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(SI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DV5IGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO, T PETABAT AM PLAN. ARE OdIIDVWR AM PRMIVTAKr EMTEIOM•. TO: WHIpIrS o THIS OMWIRS PAO:ASE COWAB1 CONFIDCITAL A Pmvnz M D•ORWTWL ANr IRIAIRIDIItID DSE, cwnx% DDCEOSI•C. OR ODTSYUrIW OF TO FACRAm OR AHT OF M Comm GImADEL wm!z . so STOCELT HDIIIDHED ST JACgSEN M AM 14T Be IRLATFIL T o "T AID: FROIIDCo W THE REODIDNT PDR SPECIFIC PVRFOSES MY AND SHALL Wr BE ECAMM COPMR OR O HERWAC ROROWICOD AMIOR WTRIBUTED TO OIIW FOR ART PURPOSE WntWr CORIESS TDrTEN AYIIIORRATON FRWE JACOBSEN MNFJ. THIS DRAWINS PACGSE AID ALL M CWffI!K1S ARE THE CICLIRIM PROPCRET OP JACO151M HOIPJ. ALL WRITS REl M COPI1USHr 2020 0-5-202C 272, COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 610 EDITION 02 8 r e O R, •;ate 00° CASTER DR. EIDIARE, IN 46510 Rsal:aao�m DRAWN, D.W.H. CHECM: M.T. DATE: 9/3012020 SHEEis 7 OF is WEC: Exposure D DWS: 170 MPH MOOR: MOD-1887 COPYRIGHT © 2020, JACOB•EN HOME% SAFETY HAR•OR, FLORIDA. ALL RIGHTS RESERVED. P14UMOING WYSS: VIII T ' 1A: 1. THE DRAIN/WASTE/VENT IDWVI 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, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. S. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH INNCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 6. THE WATER HEATER T&P RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (OWSITE, BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. a. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. S. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH Lmn WATER INLET TO THE BUILDING [THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL. J 3° VENT THRU ROOF ISEE PLAN FOR LOCATION NOT REQUIRED ALL PLANSI rfP. 3,w MML SCALE: MS J 1 1/2" VENT THRU ROOF OR LISTED AIR ADMITTANCE VALVE IAAV) OR JOIN W/ 3" VENT TUB " W.C. WET VENT W.C. T 3" o Tub lowmL $ I g SCALE: MS 10. INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE (R-VALUE) OF R-3 SHALL BE APPLIED TO THE FOLLOWING; 1. PIPING LARGER THEN 3/4 INCH NOMINAL DIAMETER. 2 PIPING FROM THE HOT WATER HEATER TO THE KITCHEN OUTLETS. 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. . PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. S. PIPING WITH RUN LENGTHS GREATER THEN THE M.UUMUM RUN LENGTH FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE R403.4.2 (PER THE FLORIDA ENERGY CONSERVATION CODE 20141 11. WATER SUPPLY LINES SHALL BE PEX, POLYBUYYLENE, CPVC OR COPPER. 12. WATER SUPPLY STUB UPS TO BE 1/2" 13. ALL SUPPLY "CROSSOVER" (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 15. WHEN PROVIDED; ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120•F RSW C). 16. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 17. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. �L® I ,/2" VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAV) OR JOIN W/ 3" VENT SHOWER 2v o S140WR .BMW SCALE: NHS , I/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) TUB , vz" r�P. WS 09ML-2 g SCALE: Nrs DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP (INCHES) SLOPE (INCHES PER F00TI DISTANCE FROM TRAP IFEETI 11/4° 1/4° 6'-0" 2" 1/4" "0° 4^ 1/0 16'•0" TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE 2° VENT THRU ROOF J 2" LAV, op 11/2" 2" W.G. 3" SITE INSPECTIONS AND TESTING IS READ A LICENSED PLUM6ING CONTRACTOR 18 REQUIRED TO MAKE ALL CONNECTIONS AFTER THE WING ID INSTALLED ON-STIE ITHIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRN14 WASTE, AND VENT - DWV SYSTEMI. ALL ON -SITE CONNECTIONS ARE WbJECT TO INSPECTION AND RENEW BY THE LOCAL JURMICTION HAVING AUTHORTfY. ONCE ALL UN-SrR CONNECTIONS HAVE WEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2605 OF THE FLORIDA CODE. k� This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies I I/2° VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE [AAA LAV. 3 o W. MAW SCALE: NU 1 1/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAA KIT. SINK 1 1/2" k7 ' o UM" o S1 )DOWL ps SCALE: NTS 1 1/2" VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAV) OR JOIN W/ 3" VENT WASHER 2° o WASHED OMW 1?8 SCALE: NU ♦� • �pENgF�:• •• ♦ ; 8- o 63002 • 4% T ••ORA•��.1� ND] GESI@ DR. DXNART, Q1 4AB16 lay 26M4Ew L.R REVISIONS Q BY I DATE L n AREA RESERVED FOR LISTINcG AGENCY APPROVAL STAMPS: DRAWN' D.W.N. CHECKED: M.T. N nb B•B A A o PpPROVep BPo DATE: GABA2D20 •IloHPH 0-5-2020? MR�A NO 30 PEET SCARE: anb• • P-o• D7 JACOBSEN W lux „O., HOMBe MCP-36TJ SHEET ' V¢ 20 IQ e%1` IVA TERG DRAB) AND PLANP ARE CDPlDCNfIAL AID RROPIDETART wTCWIl. THE ODMEIRR W TIN DMWDI• ►ACRARC CON M COfJrDCNf1AL AID/DIf rlOYas•N DPOD1AnOM A UNAUI 101® UII4 MIP1% OR RpTI®I TMN Or TO FAGW . OI: AM! Or THE oWr S • GpyMD® TNIRIM; o •TDDRY rIrollNilD •Y YCOB•EN HA!• N wY W uIYMTIL TH1:•G w1t:lU11L• MC COPYRIGHT © 2020E JACOBOEN Homes, weTY HARBOR FLORIDA. ALL RIGHTS REDERVED. PR74DCD TO THE REWZW FOR RICOPE rAW06 • ONLT AND MALL HOT IRE DWAN M COPIER OR OnERWIRE Rt7ROO1MID ANOAHI RUITROWCO TO OTHW POR ANT PLW"a VR "Mr :2mmR• WRITTEN AUTHOWATION Plfw JACONd HOME► TIN DRAWDW rACRA•C AND ALL ITS CONIOfM ARC TH I DIGI U411VC PROrCRTY W "GGIIRp1 NIBL ALL RtMR• RESERVED. 00"RIINIT ID" TOILET SHOWER 11/2 1/ 21/4') (23') PIN) item has been digitally signed and sealed by Michael G Iko, P.E. On 10/5/2020 ted copies of this document are not considered signed and ed and the signature must be verified on any electronic copies LAV N 3/4 w 3 CROSS OVER E O �D H < ICE-MAK. ------------- - LAV >.D5 `3 WASHER BOX F�= (91/4') (30') (521/4') (2') (146 7/81 (161/81 (35� - 1/2 3/4 3/4 3/4 3/4 a SHOWERZ?. TOILET 1/2 S. A d (551/8') (51 1/81 < a Q o3. TUB/SHOWER 1/2 3/4 ^_-��• O 3�za �F�o u 3 Nivmii D/W K.SINK LAV INLET 3a�wz w3 Foo — fw CROSSOVER I v va p am mmoo¢ -� v3�H =� n oNa�v 1/2 3ymm �>zp� >¢Fw0 L LAV '0 Da > WASHER BOX = <=o� (301 (61 1/21 N (148 7/8r) (.) 16 1 8 F F = TUB/SHOWER DAN K. SINK POTABLE WATER SUPPLY SYSTEM NOTES: SATE AIVSPECTADIVS ^NIO TESTAIVIM AS REQ'D 1. WATER SUPPLY PIPING SHALL BE TYPE "L COPPER, CPVC, CROSS LINKED POLY- S. WATER SUPPLY STUB UPS TO BE 1/2^ A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS ETHTLENE OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL CODE(S). 10. ALL SUPPLY °CROSSOVER° (MATING LINES( PIPING SHALL BE CONNECTED ON -SITE, 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LINES. BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE 3. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH I INCH MINIMUM DRAIN 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. WATER SUPPLY SYSTEM AND THE DRAIN WASTE AND VENT - DWV SYSTEM). 1 1 4. THE WATER HEATER TLP RELIEF VALVB SHALL DRAIN TO THE EXTERIOR (ON -SITE, IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE By OTHERS)NPROV SUBJECT TO LOCAL APPROVAL. , ANDAALLBFIXTURES 5. THERMAL EXPANSION DEVICE. IF REQUIRED BY WATER HEATER INSTALLATION 12. WHENLL DED FOR SHOWER(B), TUBI51 AND/OR TUB/SHOWER LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE INSTRUCTIONS. SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL Be COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A THE SUBJECT TO LOCAL APPROVAL. MAXIMUM OUTLET TEMPERATURE OF 12CPP (4800. BEEN COMPLETED 1 LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL 6. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOPP VALVE. �l�l 13. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH 14. EXTERIOR FAUCETS HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE P2503 OF THE FLORIDA CODE. AND SHALL BE SUBJECT TO LOCAL APPROVAL. MANUFACTURES INSTRUCTIONS. EXT. FAUCETS ARE INSTALLED ON -SITE, BY OTHERS. 8. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR 15. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED SHALL BE LOCATED ON THE HEATED SIDE OP THE EXTERIOR WALL INSULATION. MK.t PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTHERS). JUR1501CTION. . LOI01� •'• �GENSF 7 0 63802 ® z$ s Ee ow mlrsTm DS. TXHAMT, a 4ATt6 1'a412640Y42 � V a II6vISIONS 0 I3Y DAD 0 0 DRAWN: D.WJL Q±ECdQD: M.T. DAV: 9/16/2020 SCAU: SiNN, 9 OF is WWA Expo•ura D OWS: 170 MPH Mobou MOD-1887 THI= DE Alm PIAr!• A WNPDDIT:AL AMO ,IDH@:r MATEmA1.R. THE! COMTMM W THIS DMWM• FAGA 00"ADI WMPDJlMT:AL ANW= PIUVnE•En oPOmuT ANY UNAUDDIoaO USA =W^ DDK -LW, M DIRIRRYTW W TOR PACRARE, M AMr or TID WIDER(. WRrADm "MRM a •T/OTLY FRoxm:Tm RY JALOYEN MO AAD MY W UN "%L T 1MT AR• ►ROPIDm TD T eI RMFZNT P011 apa FUNDS!• ONLY AID WILL Nor W schmeck GWIM m anamE ne kmwm m ANDm DOTpmU TD oTHwA POR ANY PURPORE WTDIWr WREN WRTT91 AYi1ORIZATON MOM 4AGDU M 1DMM THIS DMWDW MmfADO AND ALL T• CMCMM ARE THE! OIOLYR:VE PR M" OP JMDDOW HOME\ ALL IIIWT• ltt V W GHT 1020 COPYRIGHT 0 2020, JA005SEN HOMES, SAPM HAMOR, PLORIDAI ALL RIGHTS RESERVED. M SUPPLY Cam "B""R SUPPLY DUCT DIAMETER 12G SUPPLY RE0151ER SM Tw. RA - t(� PSIBAu, D'�OJM'rETAIR)i AR°� 4 YYRANSM MW O- SEE flIC 601A (DI®TKN IL 8 ALIE MTE OML MAY BE INSTALLED TI@WOI THE WALL R UEU OF THE C UIG AS SHOML RETBIIN CELM REGISTER .71-3". JACOBSEN HOMES MCP-35-" 170 D MCP35TT 30 9/1612020TR LASS SLOPE: R@j x N (WIDTH) 3., (HEIGHT) (HEIGHT) (USA) (HEIGHT) PREP OPENING I VX81' MEC"AINIVIM NOTES: I. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE. EXCEPT WHERE 07HERMSE SPECIFIED ON THE PLANS. 2 INTERIOR DOORS SHALL BE UNDERCUT 1' ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PI AN S RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 4, COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINNUM OF VENTILATION. , BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. �.•� a HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES) PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS 15 REQUIRED TO BE INSTALLED ON -SITE, BY OTHERS A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REWD RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE. BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE OODE(S); ON -SITE. BY AN CERTIFIED ELECTRICAL CONTRACTOR. MECHA,iNIM NOTES: (CONTIItIU0D): ALL a WITH�NSULATION, DUCTAND SYSTEM HAAVECCATMNMUM R VALUE OF R-80.ENTS INSTALLED IN THE AREA S ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-8.0 OR AS ALLOWED BY THE FL ENERGY CODE 1.-. to ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. —4111. ANY AIR HANDLER RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. �t2 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 CON ACTOR TO INSURE THAT THIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. 11 CPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/ FMC. % OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-727. 37'-5" 301/ Y X 60 1/4' 15-6 30 / / 30 1 2' X 60 1 4' 7'-8" 241/2' X 601/4' 14-3241/2' X 601/4' 301 YX1214' LIVING RM. 160 BEDROOM #1 1 1 I I 111 s2a p I SHIP 10I X6. ; C♦ ,�\ L PREP` O —r—PEPLILY ( 66" 12X8• 1 ART14052-R8 o - 112X8) I I I r �� 2A2A126o>n oXw \'���� ♦ sl4 7 7 " I I_ I . 31 1/Y L IIIII 8 IIIII ---�— — " 8 6 I )-- _ 12X8 6A�A ,( 10X6 1 >� I II T- 5 ) 51" 1 l0X6. �) r _ i o 4♦ I -�1 10X6 30'-2" dAd PREP.) iC�TLHEI)u ���! 1 0 S 4 II I PP=--==1=--�-• 60-TUB (SHOWER 1 DINING I I i �) 1 BEDROOM #F_ � I �� 66 I— qp 24 1/Y X 80Ile 301/Y X 121/4' 361/Y X 601VVP /4' 5'-5" 12'-2" 6'-9" 37'-11" * * A MANUAL J AND A MANUAL 5 FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE, BY OTHERS] * * * ANY REQUIRED TESTING (BLOWER DOOR AND/OR DUCT TIGHTNESS] SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE (ON -SITE, BY OTHERS]. "VACiff wow MINIMUM REGIUM EQUIPMENT SECS: A" CM.w %TE ZONES: 1. PROORxiaAABLE MMOSTAT IS REWIRED TO BE INSTALLED. 2 REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS IN ALL CASES. THE MINONM EOUPYOIT SPEOWED SHALL BE INSTALLED. 3. FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY CALCULATIONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED SYSTEM. A MANUAL -AS FORMS ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC. CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE AC/HEATING EQUIPMENT IS PROPERLY SIZED (THIS IS REQUIRED AND IS ON-SITEE, BY OTHERS - NOT JACOBSEN HOMES). 4. CROSS -OVER CONNECTIONS (HVAC). FRESH AIR INTAKE. AND ANY REQUIRED i TESTS (DUCT 71GHTNEM FLOWER DOOR. ETC.-) SHALL BE COMPLETED ON-SM BY OTHERS, BY QUALIFIED PERSONNEL. This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies , 'LaSalleBristol Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C * RAFTERS 16" O.C. SOLID FUEL BURNING FIRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 THESE MAW AND PLANS ARE WHHDFNBAL AND PROPRl W MYEWALS THE CONTENTS W THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR I' MLEDED KONATIOL ANY WMrFHMM USE. CWM06 DISCLORME. OR DI57111BUDON OF THIS PACKAGE. OR ANY OF THE CONTENTS CONTAINED TIIDmN. IS STRIMY PROHIBITED BY 44COOSEN HOES AND MY BE UNANIW. T1RS MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEOMC PURPOSES ONLY AND SHALL NOT DE SCMIED, COPM. OR OTHERWISE REPRODUCED AND/OR DISIRHUTFD TO OTMDAS FOR ANY PURPOSE WITHOUT DPIESS MOM AUTHORIZATION FROM JACOBSEN HOMES THIS DMWNG PACKAGE AND ALL ITS CCMMM ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOUS ALL RIGHTS RESERVED. COPMGHT tam ITO I 0-5-2020y NO N a EDT �� .Moos, � e rs e :. m rs Ma vTY COMPLIES W/ 2017 FLORIDA RES CODE, INCLUDD40 ALL BBl EDITION 63802 ffN11111111�`s Z VOS WESTER M EIAHAQ, IN 6W16 w.l 26FO1V RMSIONS Q BY I IOADI IA\ I. n DRAWN' D.WX CHECKED: Y.T. DATBt 9/18/2020 SCALE: 3/16" - 1'-0' SHM: y�fp A�qq 1® OF is WEC: BgxI ur* D DWS: 170 MPH DELI Moo-1667 COPYRIGHT Q 2020 . JACOBSEN HMIM SAFETY HARBOR, rIOIDA ALL WITS RF9RVOL WAWN ir: INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURWEUILDING. IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH, IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IF YOU I�AAREq NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CAMON: •IRREON: MODULAR BUILDINGS15TRUCTURES CAN WEIGH SEVERAL TONS. IT IS VERY IMPORTANT THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED, A CERTIFIED BUILDING CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY Be MANDATED BY OSHA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. DETAILS 1 THROUGH 3 ONLY APPLY WHEN A HINGED TRUSS SYSTEM IS INSTALLED ON THE STRUCTURE. HINGED TRUSS SYSTEMS ARE OPTIONAL. HINGED TOP CHORD 19 STRAPPED norA TO THE NAIN R[Nov[ STRAPS ANO LIFT TYR HINGED TRUSS DETAIL (NOT READ ON NON -HINGED ROOF SECTIONS) s0N O" SCALE: 1/4" = IT-0" AT ALL FNAMING MEMSTAPLE No I- NM.INNED,<.T�°E`e N °" HOLM IN SHEATHING Iron ROOF VENTIUTION 1 j ��%� INSTALLED ARN IHINOMD RIND POST AND Two ,nr0 v[nncAL IF,xeDI xwO[Osi. / 1G -NY paruLeO-ATNINO INSTALL ITOTeLI OR THE T S AT 6I-M MA N,,."SPAe[no DF n Ar I D TTP. HINGED TRUSS DETAIL �N[NDMINS R[Q'D ON®N E0 OF SEGTIONSI y�����f�/� SCALE: 1/4" = 1y..0V pD NOT DOTALL LAM ANOAR TIp01�11 OIOlA IE THE epD1AY DOLT UENS,T 1 DY M `,HEN �I I-�M To a.Y OM �-TO IAF DO NOT OpTALL LAN AMANI THROUI •OLT• OI M CGRG N OF M JOOi ORRWAL tl b PppLRO JO!•Mllp• I BOLT• M M mRTJ[ V8 OF TRO ISENEMG MCRYO THE, MDORY - LNI•TI OT IF ISHMR .M-1 FLOOR SYSTEMS TOGMT..R oPTDNN. CH b PERD0:19 JDaT•a11p• DJORADE THE IOImRAJ W U31MTI1 •Y Y •3R:N a• MSE 1 In• WASHeRSI INSTALL A ALCVAxT�O iGRLLITAG U U OPIIWII,L �bSlOpll[R JOSiI O.. uA16TAGO M. S..M To SIDE W ROT NTALL LAY ANON[ IIRIpIRII IMAT'5 INSTALLED T U O ANOLQ. SHI[L ee n s wA ROLTO p M CBIIEI VD Q M IIOOOI OR WTTH DIeAe• Sus oLen • W49H[R61 Ne L[pOER BOAn..ILL PLAiE D aG eD lal 2.8 sry Ra P.r. NOT EHowry roR cunlrN I ER DDOAR-ILL PUTe aYsrexa TOGETHER `INS [MAY ee•txsrpLLeD AT UP To A DO ANOLEI. PANTEN[ TO H[R WITH as OC RISE I w•sxexsl He UO GO MAH.LAATE .1 IN NBSTRAP ON PON THE j,ge BeTRAPe R[ eRlp[p l one a AND To ReeP CONNMCTIIOx TO PUT[ �JBm1rt NAas ON ARM NG H GU w/ n Z TIGNr MAE.np "TAU Fourm•noN ON-srtq eY OTHER. cH 2.6 (OR W4 LEDceR 4Lrc teas SOARD"LLPure IeooP TN[[sl To NO LOC•TIOHS APE UP Fouxo•non ON -SITE, eY .-Ex. _ THE N�.eB �MUNOsvac�inoryw`m,Ar >a• '�� r0 ai4•, ixrn se u0 exG�'iN reY I lu,o� rt oR ALL .q, 4e•4• w000 ecRewa. .... MAY 0 eAuL E INEOTIO n L e exSECTONS ENINTICOMMETIOe� ALL SEONS STSHOWN, O L - DATION UT RIPER T OTHER FOUNDATION OESIGN (IT OERS �IO® s oU RE TRATIVLOOn "MTAL, enpwALLS, AND CE uNEL F I-PICS 1MAr Be STEM-L, PIERS, STILTS, E 1 REFER To NOTES ON SHEET M. OIUIReO - ON On -arts IT -I- MATING LINEIS) CONN12CTIONISI MATING LINE(S) CONNECTIONISI - FLOOR / WALLS zs®mmc 09 sk 0k 0ma �� SCALE: N•T.S. SCALE: N.T.S. 0ESIIGM0 WnH SPF LUMBER SHEARWALL )DESIGN SPECIFICATIONS MINIMUM DESIGN SHEAR VALUE (PLFI APA/TECO RATED SHEATHING SHEATHING FASTENER TYPE SHEATHING FASTENER LENGTH (MIN.) SHEATHING FASTENER MAXIMUM SPACING (EDGES ONLY - NOTE 61 WALL TO WALL, WALL TO FLOOR,L WALL TO CEILING PA9TENER FASTENER SPACING 160.72 PLP SHEATHED ONE SIDE ONLY 16 GA STAPLE 1.75 IN. 6 IN. O.C. MAX. 0.1311Iz3 1/2° NAIL 8.43E IN. O.C. MAX. 241.08 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE L75 IN. 4 IN. O.C. MAX 0JON3 1/2° NAIL 6.2.2 IN. O.C. MAX. 521.44 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE L75 IN. 3 IN. O.C. MAX. 0.13PA5 1/2° NAIL 4.719 IN O.C. MAX. 413.28 PLF SHEATHED ONE SIDE ONLY 16 GA. STAPLE 1.75 IN. 2 IN, O.C. MAX - SEE NOTE I 0.13Fx3 1/2° NAIL 3.67 IN. O.C. MAX. 200.9 PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE 1,75 IN. 6 IN. O.G. MAX. 0.13Fx3 1/2° NAIL 7.56 IN. O.C. MAX. 208.48 PLP SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 4 IN. O.C. MAX. 0.131°z5 1121 NAIL 5,082 IN. O.C. MAX. 401.8 PLF SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 3 IN. O.C. MAX. OJ31°x3 1/2^ NAIL 3.775 IN. O.C. MAX. 51046 PLP SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 2 IN. O.C. MAX - SEE NOTE I 0.*P.3 1/2° NAIL 2969 IN. O.C. MAX. 235.34 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN. 6 IN. O.G. MAX. 0.1316x3 1/2° NAIL 6.445 IN. O.C. MAX 550.14 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.76 IN. 4 IN. O.C. MAX. 0.15P4 1/2° NAIL 4.332 IN. O.C. MAX. 470.68 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN. 3 IN. O.C. MAX 0.131°x3 1/2° NAIL 3.223 IN. D.C. MAX 596.96 PLP SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN. 2 IN. O.C. MAX - SEE NOTE 1 0.131°x3 1/2° NAIL 2.541 IN. O.C. MAX. 292.74 PLP SHEATHED ONE SIDE ONLY 0.131 NAIL 1..75 IN. 6 IN. O.C. MAX. 0.131°4 1/0 NAIL 5.181 IN. O.C. MAX. 441.98 PLP SHEATHED ONE SIDE ONLY 0.131 NAIL 1.875 IN. 4 IN. O.C. MAX. 0.1BPx5 1/2° NAIL 3.432 IN. O.C. MAX. 585.48 PLF SHEATHED ONE SIDE ONLY 0,131 NAIL 1.876 IN. 3 IN. O.C. MAX. 0.131°z3 1/2° NAIL 2.591 IN. O.C. MAX 746.2 PLF SHEATHED ONE SIDE ONLY 0.131 NAIL L875 !Na 2 IN. O.C. MAX - SEE NOTE 1 Q*FA3 U2° NAIL 2.033 IN. O.C. MAX. 642.88 PLF SHEATHED TWO SIDES 16 GA STAPLE 1.75 IN. 3 IN. O.C. MAX 0.13PN3 1/2° NAIL 2.559 IN O.C. MAX 803.E PLP SHEATHED TWO SIDES 15 GA STAPLE 1.76 IN. 3 IN. O.C. MAX 0.15Px3 I/2• NAIL 1.888 IN. O.C. MAX 1170.06 PLF SHEATHED TWO SIDES 0.111 NAIL 1.875 IN. 3 IN. O.C. MAX. HOx3 1/2° WOOD SCREW L623 IN O.C. MAX 1492.4 PLF SHEATHED TWO SIDES 0.151 NAIL 1.875 IN. 2 IN. O.C. MAX -SEE NOTE 1 112R3 1/2° WOOD SCREW 1.608 IN. O.C. MAX NOTES FOR TAB136-I1-1 1. SHEARWALLS WITH SHEATHING FASTENED 2° O.C. MAXIMUM REQUIRE DOUBLED STUDS AT ALL OSB EDGES/SEAMS AND AT ENDS OF WALL SEGMENTS. 2 WALL STUD SPACING IS I6° O.C. MAXIMUM. 3. NO GLUE IS REQUIRED. SPECIFIED FASTENERS ONLY. 4. SHEATHING ON WALL IS NOT REQUIRED TO BE CONTINUOUS ACROSS ANY CONNECTION IWALL TO WALL, WALL TO FLOOR OR WALL TO CEILING TRUSS). S. 0.120 NAILS OR OJ51° NAILS MAY BE SUBSTITUTED FOR 7AP STAPLES 116 GA OR 15 GAJ FOR FASTENING SHEATHING TO FRAMING ON A ONE TO ONE BASIS OR AS SPECIFIED IN THE APPROVED CONSTRUCTION MANUAL OR FASTENER SUBSTITUTION SHEETS/TABLES. 6. SHEATHING FASTENING - ALL FIELD FASTENERS FOR SPECIFIED DESIGN SHEAR VALUES (PLFI ARE W O.C. MAXIMUM SPACING [ALL FASTENER TYPES]. 7. FASTENER SPACING LISTED IN THE TABLE SHALL BE CONSIDERED AN AVERAGE SPACING. FASTENERS MAY EXCEED THIS SPACING, AS LONG As, THE AVERAGE TAKEN FROM ALL FASTENERS IS EQUAL TO OR LESS THAN THE MAXIMUM SPACING ALLOWED (APPLIES TO SHEATHING AND/OR WALL FASTENERS]. S. ALL HORIZONTAL SEAMS ARE BLOCKED. 9. VALUES TAKEN FROM ESR-1539. 10. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS IS 1 1/2° UNLESS OTHERWISE SPECIFIED IN THIS TABLE (WALL FASTENING ONLY]. 11. TABLE VALUES MAY BE INTERPOLATED. 12. ALL VALUES IN THE TABLE ARE BASED ON 5/1° APA OR TECO RATED SHEATHING - GREATER SHEATHING THICKNESSES MAY BE SUBSTITUTED. 15. TABLE VALUES MULTIPLIED By 0.82 FOR SPF AND 1.4 FOR WIND. 14. TABLE VALUES ARE BASED ON SPF LUMBER MALL FRAMING) . ... 11 LA. I— SET s N __1 H[.e Ix4 AT A 1a ANOL[ ..1. END- ,C ..-.I xFILTnAnory IFLI R, 11 SMIU.S. AND C-MINI. REQUIRED - o-ITE, MY oTHe6a. MATING LINEIS) CONNECTION(5) Scan: N.T.S. HDUB-SOS2.5 7/8" TREADED ROD/ANCHOR BOLT HDU11-SDS2.5 II THREADED ROD/ANCHOR BOLT 3N x 7x x 5/16° MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR MATING LINE WALL THE ADJACENT WALL WIDTH [THICKNESS) MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THE SHEAR WALL THAT IS ATTACHED TO THE ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH vow SCALE: N.T.S. This item has been digitally signed and se; Tomko, P.E. On 10/5/2020 Printed copies of this document are not cl sealed and the signature must be verified \ V O TYP. HINGED TRUSS DETAIL (NOT REDID ON NON -HINGED ROOF SECTIONS) SOMON MAX SCALE: N.T.S. i by Michael G ❑❑❑❑ idered signed and❑■0 any electronic cor ie ❑„❑ 1:1❑ • �G E N q IS as o 63802 •CA< F 26 GA. wmC 1 . I T. 1u I I D SECURED 1- ... BVACING ITYVJ N • x STEML FLASHING [ ar LLe O STre Or OTHERS z L[NOTH oevxoor jsttnoxs wpsrADE Y MEV`AS BHO N IN ITwLL MIN. I I 3•EN INSTALL IT !NT M CR FLAEHINO, LL ROOF RIpO[ CAP He IHINILE I I TAN. IN 1. RRurnons oven FLASHIxo A M ATNenr. REQID MATING LINEIS) DRY-IN/FLASHING 7 K" " 11 SCALE: N.T.S. O 5IMP9011 HDU8-9052.5 OR HDUII-SDS2.5 IFL. PRODUCT APPROVAL NUMBER - FL64821 FASTENED TO DOUBLE STUD MIN. IAI OR TO SINGLE STUD AT THE 51DEWALL OR MATING LINE WALL (5) PER THE MANUFACTURERS RECOMMENDATIONS. HDU8-SD52.5 7180 LEE HDU11-SDS2.5 9695 LBS 13) FLOOR JOISTS (SEE OTHER DETAILS FOR JOIST SPECIFICS) BELOW SHEAR 1 WALL AREA. IJ STRAPS OF CINS%2GACCI�P�ATCIIII 1MAY BE USED IN LIEUHE SIDE VIEW SHOWN HEREIN - SEE OTHER DETAILS SHEARWALL FASTENING TO JOISTS slog/ (FACTORY P11 y�ea��R�y�0.���SCALE: N.T.S. 005 QIFSIER DR. FUOINID,IN 46516 (94126407tl DRAVM: D.W.H. CHECIDD: M.T. DATE: SAG12020 SCALE: ane• . ib• SHEET: 11 OF 1.5 WEc: Exposure D DWS: 170 MPH MODEL: MOD-1887 l/ERe OOTAO! AM PRAM AIR Alp RRORRIETARY WTd1A1Jl TIIE CONTeITO ar TIC• DMWiN• PACRA•B OWRAOI w:Jl•ppnTAL AIpIOR PIDYLe•eD MRNBIATWL ANY uIMU:IM110>ZD IIDE. DDPTDJ•I DOOLD•UR ql DDl1�I:R011 OF tla• PAp[N!. OR Al:f OF M WMTEM:• CONFADm THEIRpI, D/.1ROM1T RRAIWTI9 OY JACtlBOON xOaRJ Mp wY •O UILAMTU:. THEJO w1MA:! AIR PROYpm TO THU R[COFIENT MR OPECPW PORPOOEO ONLY AM MALL HOT BE OCAWIM COPIED, OR Or.UM OE 74PRODUCO AMNI DIOTRIEORD TO OTHERS FOIL ANY PUNI%C WITHOUT EXRRON WR:TTM AUTpRIIATMIN PROP JACOB•EN HOMEL THIS MWD1• ►AC1UL•E AND ALL rn CONTENT• ARE TIRE EIGLUIrVe PROPERTY OF JACOMM MORRO, ALL ICWM RGORYB0. GO►TO•HT IMMIX) COPYRIGHT © 2020, JACOBOBN HOUIB% CAP -a" HARBOR, FLORID/, ALL MONT9 R •LDGRVBO. ❑❑ ❑■ PLAN NUMBER: MCP-5577 ALLOWABLE STRESS DESIGN: INTERIOR ZONE: 41.45 PSF 1ASD • ULT 4 0.61 WIND PRESSURES IASD-WPI: END ZONE: 57.3 PSF DCSIGN WIND SPEED: 170 MPH - VOII IUHim ) TOTAL C%POSED SIDEWALL/CAVC AREA 109 INCHES / 12.0 • 9.083 FEET MAX. MEAN ROOF HEIGHT [MRH): 30 FEET SIDEWALL TRIB. ITOTAL EXPOSED / 2.0E 54.5 INCHES / 12.0 4.542 FEET EXPOSURE: D ROOP PITCH WITH SELECTED TRUSS: 4.38/ 12 WIND IMPORTANCE FACTOR: IW • 1.0 ROOF ANGLE WITH SELECTED TRUSS: 20.05f IDEGRCES) Riak Category: It ��jj��I� MAXIMUM ALLOWED DCSIGN ROOF ANGLE: 26' [DEGREES) OR 6.6/ 12 RJAC®SSF( 4 INTERNAHIGHVELOGiTYL PRESSUREHURRICANE COEPPICZONEIENT: GOCPi • 0.18 IEGcl... JJ���� ��QQ : NTOTAL DESIGN ROOF HEIGHT: 66.218 INCHES / 12.0 6.518 FEET H®S OSIIEARil1/ALL IA 1A A = 57.3 PSF DESiGPI SPEC'SE LL Q B 10 PSF C 41.45 PSF D = 10 PSF DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 191 PLP O 215 PLP OVERTURNING FORCE: rJ OVERTURNING FORCE: i]23 LBS 1920 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: OOVERTURNING FORCE: 637 PLP 6 OVERTURNING FORCE: 146 PLP 5729 LBS 1314 L.DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 429 PLF 0 PL 4 O OVCRTURNING FORCE: % OVERTURNING FORCE: • 3865 LBS 0 DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: A O 181 PLP O 0 bP OTHER APPROVED. LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED ABOVE, IS NDT C%LEEDED. FJI OVERTURNING FORCE: OVERTURNING FORCE: ALL CALLS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE. rH+s POUuoanoxa AND la nor xSlOnenETo ee move° oxce ao eaec7eo on IxaTALLeO. exr USE THE DESIGN OP Vaal . 150 MPH EXPOSURE D MRH . 16 FEET IN THE CONSTRUGTION MANUAL FOR THE DESIGN OF Iox -1 ARE DEa GueO eY D Rl JAc°Oseu HO.E1 ANo Trs THIRD PARrr Vull • 170 MPH, EXPOSURE R MRH • 30 FEET. SHEARWALL MIN. SHEARWALL MIN. SHEARWALL x-.1 ALONG w2TH YHeI ARCHITecr -B ENGINEER or rNe aulLDwo PUNS sHett - - HEIGHT IIN.I LENGTH LENGTH - - uoT ee - - - MINIMUM ALLOWABLE SHEARWALL LENGTH: 109 / 3.5 50.857 INCHES / 12.0 2.57I FEET or THE swenarx _E. SYRUC. RL COMPONENTS AND arereMS neunu0 THertero. WALL is - - - - - - - - - O - WALLS: x E. LENGTH WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: IPEET Pes WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: IPEET Be WALL SECTION: 0 INCHES WALL SECTION: O INCHES This item has been WALL SECTION: O INCHES END ZONE DISTANCE: 1 FEET w TO yaL p' WALL SECTION: O INCHES END 20N@ DISTANCE: f FEET w ro we O+IF MAR. WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: O INCHES INTERIOR ZONC DISTANC@: 0 FEET digitally signed and WALL SECTION: 0 INCHES (FEET) OR we • os M.Rx. sTA00erteD WALL SECTION: O INCHES (FEET[ o ows • oc wx. STAoOerteo sealed b Michael G WALL SECTION: O INCHES (FEET) SIDEWALL TRIB. IPSFI WALL SECTION: O INCHES (FEET) SIDEWALL TRIB. IPSFI Y TOTAL WALL: S N 1ST N z O ROOF HT. x DWP LOAD IN POUNDS OT L LENGTH OF L . O 1NCHE DISTA CC x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL: O IN D ACE R R Tomko, P.E. On DIVIDED BT: / 12.000 INCHES WALL END ZONE LOADS: I 4.542 x 57.3 260.26 POUNDS DIVIDED BT: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 x 57.3 260.26 POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: O 4.542 x 41.45 O POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: 0 4.542 x 41.45 • 0 POUNDS 10/5/2020 ROOF END ZONE LOADS: 1 x 5.518 x 50.49 • 168.24 POUNDS ROOF END ZONE LOADS: 1 x 5.518 x 50.49 168.24 POUNDS ROOF INTERIOR O E LOADS: O 1B x 21.1 • O PO ND9 d INTERIOR ZONE LOADS: O 5.51E x 22.1 e O POUNDS N ZONE L x 55 U Ib a :n ROOF IN R x Printed copies of 3■D x ¢oowx eRAatt OR aTnsrnxq TOTAL LOAD FOR SHEARWALL: 428.6 POUNDS �E=p x e oowx lev.c.tt on •YwNxol TOTAL LOAD FOR SHEARWALL: 426.5 POUNDS RII o c:xv - TOTAL LENGTH OF SHEARWALL: / O FEET SR ? sw TOTAL L@NGTH OF SHEARWALL: / 0 FEET this document are 4 +Fxue sW +N DESIGN SHEAR VALUE (DSVI: 191 PLP ~R[mHue gel ca - DESIGN SHEAR VALVE (DSVI: 657 PLP Z D3 Oe0 SHEARWALL HEIGHT: 9 FEET$3 e m Reren ° Mwruc no �eroR xo oniwl SHEARWALL HEIGHT: a FEET not considered �tlE • re' . oon•• . M store - • LocAL nooUn Arenov7.L Port srRAPP etly as• . o.mrr . +s eTRAvc . e 11Z raoovcr Ar11-1 ENS o on ,wi OVERTURNING POINT LOAD: • 1725 POUNDS �B3 w an peen ro urA uarwG REPORT ,uo u�wl OVERTURNING POINT LOAD: 5728 POUNDS signed and sealed - - WALL 3:Y1D - - - - - - - N� DNLY 0 WALL 4: - - - - - 7D6• AP. Dn rEco RA ancfthe signature N-H • > CN oa Y WALL SECTION: D INCHES TOTAL TRIBUTARY SPAN: 1 FEET TO WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1 FEET uProR yl WALL SECTION: O INCHES WALL SECTION: CINCHES TVANeL IeOoes must be verified on p ,tQf WALL SECTION: 0 INCHES END ZONE DISTANCE: 1 PEET w use °: WALL SECTION: O INCHES END ZONE DISTANCE: IPEET w uae o.1>r • a va NAILS • e o�a MAx, SPACING any electronic copies WALL SECTION: CINCHES INTERIOR ZONE DISTANCE: 0 FEET aLL ° PLoonnv PLF Rowel• I WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET A PLaoaw WALL SECTION: CINCHES (FEET) oe ° Sr4oaeneO WALL SECTION: O INCHES IFEET) G A T SIDEWALL TRIB. P5F WALL SECTION: O INCHES (FEET) SIDEWALL TRIB. IPSFI WALL SECTION: O INCHES (FEET) I ) 9 TOTAL LENGTH OF WALL: OINCHCS DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL O INCHES DISTANC@ z OR ROOF HT. z DWP • _DAD IN POUNDS ?� DIVIDED BT: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 67.3 260.26 POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 57.3 • 260.26 POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: O 4.542 x 41.46 O POUNDS TOTAL LENGTH OF WALL: 0 FEET WALL INTERIOR ZONE LOADS: 0 5642 x 41.45 O POUNDS A ROOF END ZONE LOADS: 1 x 5.518 x 50.49 168.14 POUNDS ROOF END ZONE LOADS: 1 z 5.518 x 30.49 ifi8.24 POUNDS H re DxAc.ETrs7w ROOF INTERIOR ZONE LOADS: O x 5.518 x 22.1 0 POUNDS I 4 re rsRADEETrsTRAroI ROOF INTERIOR ZONE LOADS: 0 z 5.518 x 22.1 0 POUNDS TOTAL LOAD FOR SHEARWALL: 42B.5 POUNDS TOTAL LOAD POR SHE ARWALL: 428.5 POUNDS ^yp/ -aH � ex 1 R oowx .nALT;tt o 1xo1 a oowx Bn4uer On sr4vr:xol T O 9 EA AL � / 0 PEET RII slur TOTAL LENGTH OF SHEARWALL: / O FEET BaI axr TOTAL LENGTH P H RW L. E °y +* NO 9•: DESIGN SHEAR VALUE IDSVI: 428 PLP 5 ua a^: • DESIGN SHEAR VALUE IDSVJ; 1.1 PLP SHEARWALL HEIGHT: 8 PEET FE9� eL R SH@ARWALL HCIGHT: 9 FECT �3 OVCRTURNING POINT LOAD: 5865 POUNDS�S111L11T �Iwl OVERTURNING POINT LOAD: 1626 POUNDS o.nMu xOu EACH exO v aruV• • e pveR ro vrA Lterlxs neronr /Ho7oewl .t> onuu nuu EACH exo or eTnwP - e pereR To xrw a>Two Reroa .mo 0 WALL 5: - - - - a -~ - WALL 6, - - - - - - -S.SU D - WALL SECTION: O INCHES TOTAL TR15UTART SPAN: 1 FEET rPS� WALL SECTIONEL EDGE.: O INCHES TOTAL TRIBUTARY SPAN: I PEET Pear< WALL SECTION: 0 [NCHCS WALL SECTION: 0 INCHES L To WALL SECTION: 0 INCHES ENO ZONE DISTANCE: 0 FEET w r usE WALL SECTION: O [NCHCS END ZONE DISTANCE: O FEET w use o P . > V1 N/4L6 • e - MAx. RR.CI WALL SCCTION: OINCH CS INTERIOR ZONE DISTANCE: IFCET WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: IPEET WALL SECTION: 0 INCHES (FEET) en owe • o.c. xAK sr4GcerteO WALL SECTION: O INCHES (FEET) WALL SECTION: 0 INCHES IFEET) SIDEWALL TRIB. IPSFI WALL SECTION: 0 INCHES (FEET) SIDEWALL TRIB. IPSP) TOTAL LENGTH OF WALL: 0 INCHC5 DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL L@NGTH OF WALL: 0 INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS D[VI DE BY: / 12.000 INCHES WALL END ZONE LOADS: 0 4.542 57.3 O POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 0. . 4.542 57.3 O POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: 1 4.542 z 41.45 188.27 POUNDS TOTAL LENGTH OP WALL: 0 FEET WALL INTERIOR ZONE LOADS: 1 4.542 x 41.45 188.27 POUNDS ROOF END ZONE LOADS: 0 x 5.51E x 30.49 O POUNDS ROOF END ZONE LOADS: 0 x 5.S111 x 30.49 • O POUNDS p9dq ROOF INTERIOR ZONE LOADS: 1 x 5.519 z 22.1 121.95 POUNDS ROOF INTERIOR ZONE LOADS: 1 x 5.51. x 22.1 12L95 POUNDS ij6E� a oowx DRAutt on an 1- TOTAL LOAD FOR SHEARWALL: 510.21 POUNDS ;pcaxeARw BE-[,00wx BRACx[r TOTAL LOAD FOR SHEARWALL 310.21 POUNDS RIB coo a TOTAL LENGTH OF SHEARWALL: / O FEET RgT} sIM•sO w aR noouCr APvrtovAL - nw•a TOTAL LENGTH OP SHEARWALL: / O PEET GI a:m n• pe gel a. r e i DESIGN SHEAR VALUE (DSVI: 213 PLF €l �U• ue D4 Lxu Pnodxr ArnwAL Ew arunlxo DM51GN SHEAR VALUE (DSVI: 146 PLP SI SHEARWALL HEIGHT: 9 FEET ■G: a� Me.n r° xrA uanxa aePORr .woroewl 9HEARWALL HEIGHT: a PEET €W� R OVERTURNING POINT LOAD: 1920 POUNDS €S� n pee ro Nr• unxo nerve Jxr o alwl OVERTURNING POINT LOAD: 1314 POUNDS - WALL a x a E H E 0 D Mr. L.r,xD neronr A a7a.De _ 11 APA OR TECD RATED SHEemIND ONE SIDE DNLY O - WALL 8-"a x a [A H [xD a - - - Ae APA OR TEDG RA-1 SHEATHING ONE e:DE DNLY O ° WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: O PEET WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: O FEET WALL SECTION: 0 INCHES GLINO PAa WALL SECTION: 0 INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: 0 PEET w TOO exuTHlxO - ONE G 1 DNLY WALL SECTION: O INCHES END ZONE DISTANCE: O PEET w ° axewTHwG CAS SIRE ° LY WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: 0 INCHES WALL SECTION: O INCHES WALL SECTION: CINCHES .IS AL IPSFI WALL SECTION: O INCHE5 � AL IPSFI TOTAL LENGTH OF WALL: O INCHES HT. x DWP LOAD IN POUNDS TOTAL LENGTH OP WALL: O INCHES DIS HT. x DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL E LOAD 4.542 z 57.3 O POUNDS DIVIDED By! / 12.000 INCHES WALL LOAD 4.542 x 57.3 O POUNDS TOTAL LENGTH OF WALL: 0 FEET W L R E LOAD 4.542 x 41.45 O POUNDS TOTAL LENGTH OF WALL: O FEET W L R E LOAD x 4.542 x 41.45 0 POUNDS A A O D LOADS: 0 x 5.518 x 30.49 O POUNDS D D LOADS: 0 x 5.518 x 30.49 O POUNDS 11•. TE LOADS: 0 5.518 x 22.1 0 POUNDS LOADS: 0 5.51E x 22.1 O POUNDS Ye len4c.errs TE 31-cx elPa-AR Ie oo vPl TOTAL LOAD FOR SHEARWALL 0 POUNDS in >x D raH Ie nxol TOTAL LOAD FOR SHEARWALL: 0 POUNDS g13 svo TOTAL LENGTH OF SHEARWALL: / O PEET ®I9 elxn TOTAL LENGTH OP 9HEARWALL: / O PEET O €4 ue gw s. DESIGN SMEAR VALUE IDSVI: O PLF €o a �m ua gw . DESIGN SHEAR VALUE (DSVI: 0 PLF U 3g[tll9 SHEARWALL HEIGHT: O PEET L' g L SHEARWALL HEIGHT: 0 FEET t� OVERTURNING POINT LOAD: O POUNDS OVERTURNING POINT LOAD: 0 POUNDS REFER TO OiM DETAILS FOR SHEARWALL SHEATHQNG / PIF TABLE ACOOSON "OMES 600 PACKARO COURT, SAM Y HARBOR, FL 34695 727-726-1136 9 i I Cio4gesmucnoN aspeCiFicATio s: MASTER MODEL > MIN NUMBER OF BRAKE aX : 1 BRAKE AXLE MIN. FLOOR JOISTS; 1.6 SPP 12 ROOK INSULATION: R•19 TOTAL NUMBER OF AXLES: CHASSIS I -BEAM HEIGHT e• HITCH TYPE REMOVABLE FLOOR DECKING: I-OSS Oft PLYWOOD FLOOR COVERING: LINO/TILE/CARPET rLDOR JOIST SPACING: 16. O.C. PORCH JDIST6, NA PORCH DECKING: NA WAu9 / vnu°ows / DDDxs - EXTERIOR STUDS: 1 Po- 2.1 SPP 11 BOTTOM PLATE IEXT2 2.6 SPF •> WINOOW6: ••IMPACT•• SERIES WALL INSULATION: R-1e TOP PLATE IEXTI 2.B 6PP •J E%T. SHEATHING: ­6- APA OR TECO RATED E%T. DOORS; STEEL - PDAM CORE [SOLID OR W/ GLASSI INT. ODORS: HOLLOW CORE _ OR E%T. WALL [FINISH: LAP/STUCCO/HARDL ITYPI ROOFING: SHINGLES OR METAL ITYP.I CEILING: TEXTURED 1/2' GYPSUM ITYPJ NOOP INSULATION: R-50 SHUTTERS: NOT STRUCTURAL IOPT.I ROOF SHEATHING: 7/16' APA RATED TRUSSES: LISTED ICALODI TRUSS TRUSS SPACING: 16. O.C. UNIVERSAL FOREST PRODUCTS IDUCTED RETURN AIR SYSTEM[ A/C TYPE: ReFEIt TO ENERGY CALCS MIN SEER: REPER TO ENERGY CALC9 RISER: 11 • OP RISER DROP& 1 HEAT TYPE REPER TO ENERGY CALCS UNIT TYPE REFER TO ENERGY CALCS RETURN: 20X25 a OF RETURN R.I.° I RESTNOOMS / OruSR NPORMA NUMBER OP BATHS: N 2 1 OF ACCESSIBLE LAYS: MEDICINE CABS W/ MIRROR 0 1E 1 OF WATER HEATERS: 1 1 OF ACCESSIBLE BATHS: 0 1 OF STANDARD WATER CLOSETS: 0 MEDICINE CADS W/ LIGHT 0 WATER HEATER SIZE: 40 GALLON / OP STANDARD LAVE: 2 1 OP ACC6591BLB WATER CLOSETS: 0 •MIRRORS: 0 WATER HEATER TYPE: ELECTRIC DESIGN SPECIFICATIONS: 1. MEAN ROOF HSOW (MRH): 30 FEET MAXIMUM 2. FLOOR LIVE LOAD: 40 PSF 3. ROOF LIVE LOAD. 20 PSF 4. BASIC WIND 94M 170 MPH - Vult (Ultimate) S. WIND IMPORTANCE FACTOR: Iw • 1.0 Riak Category: II 6. WIND IXPO SURE CATEGORY: D 7. INTERNAL PRESSURE COEFFICIENT: GCPi • 0.18 M-1... GO NOM, DESIGN WIND PRES. �V49Cj� C i C LOADS: ALLOW. STRESS DESIGN 8. DESIGN VAND PRESSUITFS FOR COMPONENTS AND GADDING (PA'): �.' PR . ROOF COMPONENT ® GADDING LOAD: ( u ZONE 1. 30.98 PSF n -47.51 PSF i > ZONF.S283= 29.98 PSF >-122.41 PSF > ■ ROOF OVERHANG: i ZON12 . -96.61 PSF n ,R > .0.3, -162,35 PSF > SSE PW . WALL COMPONEM AND QU DD1NG LOAD: WALL STDRRG 51.99 ZONE'L a PSF a -56.38 PSF D v > ZONE 6. 51.99 PSF > -69.57 PSF > MWFRS LOADS: 9. DESIGN WN03 PRESSURES FOR THE MAIN WIND FORCE RFS1STING SYSTEMS (MWFRS) - SHEARWAILSI A• 67.2, PSF IEND ZONE OF WALLI S. 10 PSF (END ZONE OF ROOF) C. 41.45 PSF TINT. ZONE OF WALL) D. 10 PSF (INT. ZONE OF ROOF) BUILDINGS ENCH■M PLUMBING ENERGY: STATE OF C■L+ , o v FLORIAA FQNm w F2 o w~u,~w5: c�Wa w¢a� a01=-a�oi O� wF m��z �3�ai0 UI ¢¢ iiN 2014 NEC N, 7�~v ZmZ�ZL 2017 FR C Qy �uNHx u3 OQ N rH 6TN it MR i �a �-.v3ao� zNoo-y 2077 FRC ¢ Q�oF 6TH EDDDN M, w a i UL 1ns¢I- 'o'wa1-iL3 2017 FRC 6m [DmDN 6iH' MI]PIC AREA RESERVED FOR LISTING AGENCY APPROVAL STAWS: PPPROVf� NT. L-. 1 �• 170 Men.gew o 0-5-2020' ° NO .ZI u) >C PEET Nsamul. xox6 Z W xe axAsrvMu J Homes N H 40 P6P 10 P6F tix MCP-3577 as 11 I 1 a l ra snnnc.uY u.xne ern P'y � Ac1�e 'YoouuJ asnsl�ee,z;xo ra wn 1w � Lr� COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION S e` O 63002 - Ift-=_ lR�WIE i�1111��� 1d Z Z • Q S S 47D> CNFSIFR� EIDIABI, W 46816 �•} 1s41264-0]415 4 REVISIONS 0° BY DATE12 I�+l pAAWN: D.w.H. CHECKED: M.r. DATES Sn6/2020 SCALE: 6n6. . taw SHEET: q�RrcR, wEC: Expoeur9 D DW53 770 MPH MODEL: Moo-18e7 MEE OETAD• AND rLAI!• ARE COtlIDENRAL AID IRM■1LTARY WIEIDAN. TIRE COMICD• 1! YID• DMWIIi• rAG4•E 001411,401 ColarmnDlA1. AIDIDII rDYnr•eR IIRIVIBIAYION A1111■1AllrllDl�o ISO, CDFTDM, DMLO•UR Al D!•IIDIUifON OF TO rACLR•F 011 ARr OF THE DONipii• COIRADID TIIEF¢W, a •TAC1Lr rRONDRGD by JRWBrd NDItI AIO YAr BE IRLAMTIi. THERE IMTpDY1 AR' COPY'RIGH7 ©2010, JACODfEN NON!•, •AI[E77 NM60R, FLOIUD/y ALL RIGHTS RERERVED. r■vrmeD TO Txe IRCpSNT FOR IFrewlc n■IrwE• ONLY AND ■xAtt HOT Be ■O4DrC1 DOT®, D• oTtielwl■e RVIIDDUDIs AID/011 D!•TR®IRED 7o DT/lelt• roll ANY r1111rwE WRHOIiY IDPREM 11ROTTCI A1RNd16ATTQi r/Rw .SRcrosl3i 11DNIa TWO DIGWDM rAc■A•e AND ALL rn COMert• Alle THIS 1'(CIJMIVB t4t9reRTr 1X ,SAcae■oi IlDlft•, ALL IU•/IT• ■e■eltve0. WITNIIM 2020 uj LU Z Q(a ¢FZFwy x U V¢l WJQO N Sawa V2 ��a w FWy Z�H..WD.0 pq9 R' a w Z j 11 y Z Q 664 LU Zx 0 ° ou:jLLwm ¢ Q x LIl J U) W Z w �" o wZV oaMIn x >uj m CI-uJ Z.WF- x Q w U) Y O- Z U)J J G F ¢ JQ2 OL-W�N� F Q Z 3W1- C wZ0<1 G ¢ Z ° ¢ 'It W Q�fBa 7 Q Zr.U� = x J LLLL O� W LL Q. Tn F-W w w 0m�¢ m Q . f U. LL. °. IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t❑ GRAVITY LOAD: 2380 LBS ❑2 GRAVITY LOAD: 2140 LBS 3 GRAVITY LOAD: 600 LBS UP LIFT LOAD: 1200 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. Il"11 W z ci, ¢04 Q F=-Z2 W O N O R' 'r; a� im�l z we IOU Zf, ZN�F=-0 D U) K-)i p w}z F- C70 _ O(9W w ADD Z > 3 O 7Qy O? Q C W �a�e a a U) x wJ0wz �_ N 7 LU OQW(D mwJ VJ 9 Z. } ° Z JI"'LL m O> ifl Z Q 0 O J o. m 3 ,A O xZp Q 7 Z ¢ �•� Q� z m¢Z x(n3:z nl J a w to w Z f W~¢ = rz 4x O in U) . ' o N N Z �01•- IQZ 50 =I oio N w 12. wW< oazOZ(, VIS e j11 eF w U)x J LL O~ W LL Soo Li C) J=W = LU G03 "aiQ F, S K J 1,,, )••, z Z O U 1. LLD, GI t: IL QOv) a'0 V CL >w'a O 3 : m Q t � 12 , U. - - IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 1❑ GRAVITY LOAD: 2380 LBS ❑2 GRAVITY LOAD: 2140 LBS ❑3 GRAVITY LOAD: 600 LBS UP LIFT LOAD: 1200 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LUA 35 AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. .JN 0 This item has been digitally signed and sealed by Michael G 0: !lm a a O SNEARW LATERAL (A WADS. DEPLANE IATFJUL LOAoS-w Tomko, P.E. On 10/5/2020 LL Q W X lu INPIE= +41 UI oWxILRIDIQLOAos-wP0 z � ° a Printed copies of this document are not considered signed and IE 9 OSHEARWALL LOADS (AL606EETABLE) DSPIANE UTrnAL LOADS-w PLF. 6JT sealed and the signature must be verified on any electronic copie y Z IY ovERIUDENQ LOAos-w Pourms. sIa OSHEARWALL LOAD9IAL80 SFE TABIE) OVERTUELINGLOALOAD9-w PLF. Ax4 OYERRIRMNO LORDS-wPWN09= 6664 Ln W C° ° a Z C O9HEMWALLLOAD9 (AlS09EETABLEj INPIANE IJLTERAL LOADS-w PLF. 161 N 2 � {7 � 2 p OYERND6N0 LOADS•w PoUN0..= 1626 W VIF.�x+! �$ INPIARELATERALLOADS ovERruRMxo logos-w Pouxos. 19x0 25 3 S S SHEMRWALL LOA09 (AL505EETABLE) �y� � Ca 1Q. m ° y p Q B O wPU110euTEI1AL wAos-w PLF. +Ns ovmnlRemw LOADe-w Pounos• +014 TO W 1,,, f z => ~ ° j. - F W zS S� a�Qa °�FZOWS�F S WHCN THE AREA BENEATH THE BUILDINGMTRUC-RE, 15 ENCLOSED, MIN. 6 MIL POLY VAPOR BARRIER REOD OVER AREA BELOW THB 0'r• RS- Q p ? Z C� O PP PRAM[ UNIP. TH[P[AGT'R MTFJ.NSPo0.TPnON CITRIC. IS R[Y THE BTRUCTUE DURING 1Ne BUILDING OR STRUCTURE (ON -SITE, BY OTHERSL THIS VAPOR BARRIER IS REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT z W 3 YPI. NI 2 S i W roN PRAUE U— os INSTALLATION THe FACTORY TRANSPORTATION CARRieR 1S VFT ATTAGIED TO THE 6TRUOTMe AND IS ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. a J S W Z Z rnIMD As ASTRUCry DOMPONeT OF P'HOOR SYSTEM AFTER THE INSTALLATION D [ BUILNNO/$TRUMIE, THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM Q M h a Q AND IS NOT DESIGNED TO BE MOVED ONCE 50 ERECTED OR INSTALLED. ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT O EXTERIOR WALL: P-45 PLF GRAVITY LOAD 370 PLF UPLIFT LOAD MOD-1887 D O MATING WALL 170 MPH - Palt (Ultinate) 430 PLF GRAVITY LOAD EF09M D 590 PLF UPLIFT LOAD URH = 30 FEET O MATING OPENING: 913 PLF GRAVITY LOAD E 1-BEAM [ON -FRAME]: 525 PLF GRAVITY LOAD NOTE: ALL ORDP5—SHILE,H EIELDR MINIMUM 10• FROM EDGE OF FIOOR. (45IS. A5 REOLIINEO) ■ ,-.., -. -...11111 MM I®M®®®MM Mamis MUCI©®®�unnn=m 000©0 a000©000000©oo WALL lAAD9IALS0 SEE TABLE) OSNFAIi WPIANEIATEIULlAAD9-w PlF= 161 ovFlmrRwno wew•wPoueos. nm LOAD9IAL90 LEj OBMEAIRVALL 'j UWLANE UTTAAL LOADS-w PLF. 6n -.Pu ovFmuRMxo logos-w Pouxos= 57Z NAu LOAM (ALSOSEETABLE) OS10:RI owLAHEu>En0. lnAos-w PLF= Ix9 ovERRIIDD+o LOA09-w Po1Rms. Delis WAu LOADS (ALSO SEETASLEI OS1NN WLANEIATEMLLOABa- w PLF. 1B1 OVERNRMNO LOADS-w POUN09. 1626 LOADS (ALSO SEE TABLE) O9HERRWALL DiPIANB IATF]ULL LOADS-w PLF. M OVERTURNNO LOA0.T-w FOLIOS. TO LOA09ORLSO SEETABLq OSNFARM'ALL 6 PFPUNE UTLTULL LOADS-w PLF= 146 oTFRrImImlo LOAos-w PouxDs. nu KEEP ALL PLUMBING AND AC DROPS IO' MI t ROM ANY FLOG N MUM F R EDGE. OT A •� 67.3 PSF OAIL DE4[GN SFEClS: Q B 10 PSF 0 C 41.45 PSF D 10 PSP O $I PLF DESIGN ..EAR VAL _ PLP OVERTURNING FORCE: LBS O OVERTURNING FORCE: U120 LBS 2 DE91GN ".EMIT VALUE 611 PLP DESIGN SMEAR VALUE 146 PLP [RTURNING FORCE, 6M4 LBS O RTURNIND FORCE, V` 111. L65 3 O E9111 11-N VALI19 PLP e... SHEAR VAWGO PLF OVERTURNING FORCE: >BBB L09 7 O OVGRNRNING FORCE O LBS O 1191GN SHEAR VALUE OVERTURNING PORCe. PLP 1426 LB9 O SIGN SHEAR _F. O PLP OVERTURNING FORCE M P12 �pHIM L111o,88a°o W aG17W �oam� Wp( ul�7z cc � az9'��°gg a°o=°703 �F1LQ11..J,Im O�iC�6 W FIRZIS�ra °WSSZQO°a'S � 1- .] WW 1n Y• OSIS-a0 1-2 zW3(az 1-° III 1°•z Lil°1°L°ILL] WU° Uz °V _ SQ•I C12W�Z uiiuI ns i anu1 THE- NSTAIART cr THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR h 'L < m h• a OF THe SYSTEM AFTER THE wsTALLAnon INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM O [ DwLDING9TRUCIURG. OFF -FRAME FOUNDATION LOADS Op EXTERIOR WALL-' MOD-1887 405 PLF GRAVITY LOAD 340 PLF UPLIFT LOAD 170 MPH - Wlt (Wrhate) O MATING WALL: D D 92O PLF GRAVITY LOAD 30 FEET U17M7 52D PLF UPLIFT LOAD �= IDdilldl_m1BaeL O MATING OPENING: 585 PLF GRAVITY LOAD WHEN THE AREA BENEATH THE BUILDING/STRUCTURE 15 ENCLOSED, 1 11 . 6 MIL POLY VAPOR BARRIER REOO OVER AREA BELOW THE BUILDING OR STRUCTURE ION -SITE, BY OTHERSL THIS VAPOR BARRIeR IS REQUIRED BY JACOBSEN HOMES REGARDLESS OP CODE REQUIREMENTS MO/OR SPOMITTING ITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. AND 15 NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. USE THE TABLE BELOW FOR REQUIRED USE THETABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT �anMEM� m�I��IN©MNUUMIMM� a000©°a000°©oo, Od4-i nn A L IS N A 57.3 PSF DESIGN SpEVSi B 10 PSF a x oTxeRxae necmoM p C • 41.45 PSF Txe PveRTu.rmrp ro.a f J D 10 PSF 1 1ee11N 11-R VALUE: 181 PLP OVERTURNING PORCe: p> LBD O DESIGN SHEAR VALUE: xt! PLP OVERTURNING PONCE: I... LBS O DESIGN SHEAR VALUE: 637 PLP O DESIGN SHEAR VALUE, B PLP OVERTURNING PORCG: >Tas Les OVERTURNING POR Ce IBts Les DESIGN SHEAR VALUE BPP DESIGN SHEAR VALUE PLP 3 [.TURNING FORCE: 6> LBS O OVERTURNING FOR- O LB6 OIBA 516N 6HEANPOVALUE: PLP DESIGN 9I— VA... O PLP OVERTURNING RC:' xB LD9 O OVERTURNING FORCE, O LED, THEM OC AND RAVJ• ARC C01lDBNTIAL MD wtg10ZPAW IMTEDMM- THE C01RC11M - THIS DRAWpM ►AOULMC CONTAIN CONPDCOIAL ANDIAI ►tIV6LMlD DM'ODLAT ANT UMAVTNORt>m GEE, CO►TD,% OOCLOWR - DDnI®OLLW OF T /KiME, EK AKr O► THE CONIMM GOMTAD W TIEIM104 O 6TIDDRT FlLDHOnm tT .NCOMOL NO MO WY Be IRYMV. TIIJIB WTCONJ All!►ROVDm TO TNC RCCVRMP POI% M►GCD•IC PUNIR CM OKLT AND MIWl HOP W 0GAMM QO►ICO, OR OTHCRWMC RCR4== AND/OR DIMTRI6U1C0 TO MIEM POI% ANT ►W M WITHOUT GOIRFRt V M AOODNRATLW PROM JACOBM N T/m ORAWDW PACKAGE AND ALL Rt CONTOMM AM T OIGINIM ►RORM" Cr .N40BF N HOBCJ- AY. MW M Rtld1VM CpTRNR I SAFETY: WARNING: PR_ ON TBURRCGU_ —_ . .— — UUN IN ADDISON TO THE A P¢ uUR°NI AnDW mw RmaT U. wr�ouw wmro aR m T.re PR�mm u AwvnwsrAwnw re YDU ARE ROT RAVE TDa Pnu,PIL®Nr. CAUTION: Pr IDTAI. STAIR T;ANODR It-D9NL COOE9 TARDITR R®UwE11IDV15- TM 1nMRACTOR W W W IRS1olnlRglotE 1R/1T GAPE AM g1oPFn>mWlptlEQ /Up: N® FOUNDATIO SIRE PREPARATION / FOUMATION: IN ACCOM1DANCE WITH THE R ENTS of THE PLORIDA D[ THENT OF BUSU,DSS oPGSRI_ Re"Z:. N O De D APPftovGp NPLAN Aoa xer TAIN FWxpATIONe. 1. ALL LOTS SURPAC[`WATER ` E ORApEO BO .LS "UOtcTAM-E SOIL HUU- - ALL ...K LTHERDO-Ye".. MATINNAU% ALL UPe BJe D DRIB, ALL FOREIGN OECTS, etc_ $HILL BE REMOVED FROM THE ARIA THe NGS, AS w[LL A$ THE ENTIR[ ARIA EEN[ATN THE BUD. I... MINIMUM PITCH FOB AL HALL BE AT LEAST He INCH FOR EUERY Peer OP BD AREA WATER � z OF na BTNucru- MASUILOUNGSLL pr . HOT NAOONS'N°N..0. IPPS SMALL Be ARRANGEDATO PROVIDEDIIN BY PCROS4-V x [Nx ENINGS 11 THE FONN°ANDI 1 WALLS. CD W/ cpRRO6tox ReslsTAUT wtE Ne$µ -1'b_r oc N,DN SHALL .OT e FOUH.—G. WALLS swM-L°HPVVE A NET FREE AREA O" N T`"' THAN 1 e "'.I EACH'NO BQ — Ce MUIEA BeHe— BU0.DINOL —meµ _ 6 I. POLT VAPOR BARRIER t0 RI- DE „E DD'�Dwo. .MEANS OF VENTILATION AS ALLOWED BY THE PBC/PRC MAY Be USED. >. ANY T -1 11*11 GROUND L ATATHE OUTS De DBU,LINN.'IN H.e eR oR I. T THe suArwce WA eR Olel NOT AF LT ORA�uIL4 AT q NeR' wO BITS Hex I- pnouND L—L oP THE UNDERµ Be As INCH Aa THe DUTsme'U.N O 4 EVEL UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. noM~a e� s o`R Eo :"AOEaa:INT EACHI`I~� o A ALL LNB D::, ANIT ANTN 0 Leg` `E'N0TeG IN THIS APPRO-D ILDING PACNA11. JOIST IS ]^$'sl.It X�rbH4LL"B� PN�v1UEGU�UR ALL "HALL� OOX oBe15suPPanRTT" FOUNDATION SYSTEM (SIDEWILL L ALL MATING LINE AREAS $TCDI. 6. eA TIGHTxnE BUtLDIN0l6TRUCn.e SMALL PD TIGHTLY TD THe UPPORTwo PD.wDAnON xcuR W ALL SHIMS SHALL HALL BE F EO ro INOT., YVCI, FtT"AND PROP[. NIVIR G, ALL WOOF BH,NB . [[ II RHAL,, PLRD BREAKS, AND/OR OTHER IN DERPECTRUSI, ALL WOOD SHiNG $HALL IF uU$L 6 woI swPo ".1.F�1C•TH BEFoa .0 eR:BIm n[toMAtwB memos: �`HG S. MATrAI : ru Ox THIS ITRUCruE INA L. LY D IN TMe POUNvwT, SYSTEM DHOLUDwG $TAT[ 4L TERMITE PROTECIION: 1. APPNDVeD TERITTE PROTECTIONITR[ATMENT SHILL BE PROIR eD. A 6 INCH Mix. a TIRMI`re° v+evernoN 11Ix°DHI M`N u M PON GAR WILL, OR PA CI ILABIL pR.De x e$$ O,He "' "TeO, +HOHe$ NwINUM SHALL Be PRwIDOU Below THe mLomD S G ICNA $PAC[ ARW TO THE $OIL !. Fo mCYww�eNF"v -Z=EA.wxce sxwu Be PR 6 BeT..sw ,,,. THe .T:,vcTV.11 4 s�cT`eN°.RAW,L DnuT �B, ANT o`"G.z.nowMORw.I'Ha. w.Tu"xB.T°ew r RA , SPROa,m . ��L u weu Ax x� a rzwlDn Mwe�a mwr�ue�ioc�i,eo wNOwCEG PRO. ANWALL eKTeRIDR P,,ID OF THe PwnIRTNI S. wINNL owPOTI:T :,iUmmBWODHwu'uT Cro te> wml duY'i`< urt eR T.EAT 1 PHALL BE DO.e APRe. ALL BRDAwO�TIS a eo 11-1 ON 6. WOOD, vepeTAn$N De" ROFTS, MDBOA.D', PAPIR IRISH. ORGANIC LMAT-ALA,""I IHILINH.'STRUCTUND OR Y.In BE BUILT OR D NREFER`TO HOTTED % x A > D SITS"PNEP FOUNDITIONrsecTMITION T IbTe G 1 TIRN T1 B"IeLD L AT, LEFOe. BNu.L be INDTRLLED ALONG THe PONNo SHEARWALL SPECIFIC INFORMATION UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE: OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILIS) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT [WALL 5ECTIONI. THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERSI TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANEM THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER (ON -SITE, BY OTHERSI. UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, ON -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OP THREE (5) FLOOR JOISTS LOCATED BELOW THE SHEARWALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/I-BEAM IN THE FRAME. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. `GENS6 pro 63802 4 W ajO RIOT CNESIEt Dt. ELNIIRRI, IN 46516 (5741264474e UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OFF -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF '))RAVM: THREE U) FLOOR JOISTS LOCATED BELOW THE SHEARWALL ALL 0,y1/JI, LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. rarrwith COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL SIN EDITION M.T. DK7E2 9/30/2020 KA", 1 5/16D . P-W 13 OF is wM END—- D DINS: 170 MPH MoDEtJ MOD-1887 COPYRIGHT 0 2010, JAGOSSM HOMES% SArETY HARBOR% PLOMDA% ALL RLGHTS RRGMVEO. TJ,DID� ANY ADDITIONW AND/OR THE ABEAM IN WHICH AN ADDITIOWBI ATTACHQB) TO THE HOST STRUCTURE 10 THE SOLD RESPONSIBILITY OF THE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITION ROOF SHEATHING FASTENED TO TRUSS WITH MIN. 7/16"x1 3/411x16 GO. STAPLES G 3" O.C. EDGES AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 32" MINIMUM. Tml� DESIGN LOADS FOR TRUSSES SPACED • IS" D. TOLL 20 PSF TCDL 10 PSF BCLL O PSF BCOL • 10 PSF LISTED TRUSSES DESIGN MAY VARY 7AW APA RATED ROOF SHEATHING N'YP.I w V1• PLYWOOD SHEATHING RM WITH METAL ROOF R-10 INSULATION IBLOWN IN ROOF CAVITY) 2x6 SPF 03 MINIMUM ISINGLEI TOP PLATE (STUDS S 16U O.C.TO ALIGN WITH TRUSSES - w/ 1 1/2° MAX. OFFSET] 2.6 SPF M3 MIN. WALL STUDS G 16" O.C. (TYPICALI LAP/STUCCO/HARDI. (TYP.I 2x6 SPF TE MIN. BOTTOM PLATE REFER TO NOTE AT OTHER SIDEWALL PERIMETER AREA TYPICAL 1-BEAM PIER [PROVIDED BY OTHERS] TIE -DOWN STRAPS AND ANCHORING DESIGNED AND INSTALLED BY OTHERS. u6 IN.E6R BR�4 He. DISTANO 1-1 C111 *1 NCR FLOOR OTHER APPROVED. LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE. SPECIFIED HEREIN, IS NOT EXCEEDED. ALL CALCS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. 2x6 SPF 03 MINIMUM pNG1'e PERIMETER RAIL ITYP.I H ROOF E TOP (W/O RIDGE BEAM) WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCYI5) ALONG WITH THE ARCHITECT AND/OR ENOINEeN OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEDUENYI- PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. E OEyLG T� F1LVL" RIDGE WHERE VIREO) VEN7ILAT10N PROVIDED FOR UPPER 50X OF ROOF SECTION: �/IyoU IMQN' LLOW P65LOPB MpT VPR _,fO• �. • 2.44 SQ.FT. • UPPER O'HANG VENT PROVIDED ]FRONT 6 REAR OVERHANGS) Ut"�•_' 0 SQ.FT. UPPER VENTS PROVIDED By - 0 NUM. OF 50 SQ.IN. ROOF VENTS REO'D (TOTAL FOR HOME) 16Px p \M1OOFp �y-IS 'M�Q-�� �E\ 2.44 SQ. FT. TOTAL [INCLUDES FRONT 6 REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW) TYPICAL TRUSS MAY BE HINGED OR FIXED TEXTURED 1/2" GYPSUM WALL STUDS O 16" 0.C.(TYP.1 II II UNIT WIDTH VARIES (SEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONSI 2x4 SPP f3 MINIMUM MATING WALL TOP 6 BOTTOM PLATES 2xe SPF i2 G 16" O.C. (TYPICALI FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN. ENGINEERED I I R-19 (REG. P.EJ BY-IOTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION ITYP.I VAPOR BARRIER EO'D - SEE NOTE 5 BELOW SINGLE 2x8 SPF 82 ION -FRAME] PERIMETER [MATING LINE1 FLOOR JOISTS ITYPICALI (EACH FLOOR SECTION] F o WROTH `77e 6PAOINO "YANCE I7 EOOe OF FLOG MO+� 1 v8^ 12. IN— ea INCNEe to INCRGB r rpi . oss-sv ®t4 P14 SCale: tars TYPICAL INSULATED A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, 6 LOCATION MAY VARY—A�. OPT. SCISSOR TRUSS _:j BOTTOM [TYPICAL] OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2x4 SPF f3 MINIMUM WALL STUDS 0 16° O.C. (TYP.) SHINGLE ROOF ITYP.I FIBERGLASS SHINGLES: EXTERNAL FIRE - CLASS A[ ASTM D3018;.-- ASTM 03462i CSA 123.5-98; ASTM D3161, CLASS FI —2-LAYERS OF MINDM AST. D7158, CLASS H; /to FELT [OR EQUAL) NYC MEA 130-83-M V AIR SPACE MINIMUM BAFFLES REQUIRED 2x4 ROOF PERIMETER RAIL -------- ADD -ON SAVE - PER CONSTRUCTION MANUAL ----------------- CEILING BOARD BLOWN INSULATION INT. WALLBOARD BAFFLES REQUIRED VENTILATION PROVIDED FOR LOWER BOX OF ROOF SECTION: 4.1 SQ.FT. LOWER O'HANG 6 CAVE VENT PROVIDED (FRONT 6 REAR OVERHANGS) VENTED SOFFIT • 0 SOFT. LOWER VENTS PROVIDED BY - 0 NUM. OF 60 SQ.IN. ROOF VENTS REWD (TOTAL FOR HOME) -------------- �- O------------ \ — 4.1 SO. FT. TOTAL (INCLUDES O'HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW] EXT. SHEATHING / `� — CEILING HEIGHT - / SEE APPROVED STRUCTURAL PACKAGE FOR WALL CC S' O° SPUN MAIL `TRUSS HOT SHOWN ON THIS SECTION FOR CLARITY STD. WINDOW OPENING - TOP 6'-IO° TYPICAL�� SYMiG: •YlS TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE D/8° MINIMUM GYPSUM BOARD - CLASS W 19/32" OSB OR PLYWOOD FLOOR DECKING (TYPICAL) FRESH WATER SUPPLY ITYP.I ELECTRICAL ITYP.I 7, -OM BOARD (TYP.I ' ' 'ACCESS FOR /ORTUB SWIV SHOWER ANDEL I --I _ REMOVABLE P-TRAP IS THROUGH BOTTOM BOARD 1 -0 (WHEN APPLICABLE ONLY) III III—� `MATING LINE PIERS All LOCATED AT I I —_III —I I I —I I_I —III 64° O.C. MAX. SPACING AND AT ALL III — I —I COLUMN SUPPORT LOCATIONS. COLUMN I II_ PIERS SHALL BE DESIGNED BY A BEG. P.E. TO ACCOMMODATE ALL LOADS IMPOSED I AT THE COLUMN LOCATION(S). ALL OF THE TIE -DOWN STRAPS AND ANCHORING SYSTEMS ARE DESIGNED AND INSTALLED BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. ^TmT UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTHIS). THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND 15 NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED ISHOWN AS TYPICAL DOUBLE WIDE 20'-0°, 24'-0° 26"0°, 28'-0°, 28'-W 6 32'-0° INCLUDED) Nons: ROOF SYSTEM SQUARE FOOTAGE 803.98 SQ. FT. • 2.68 SQ. FT, TOTAL REQUIRED VENT [TOTAL UPPER 6 LOWERI 300 (W/ VAPOR BARRIERI 300 TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 SO. FT. (INCLUDES O'HANGS AND VENTS] 2.44 SOFT. •UPPER O'HANG VENT PROVIDED 0 SQ.FT. UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 5111N, UPPER ROOF VENTS REOV (TOTAL FOR HOME) MINIMUM UPPER VENT REQUIRED (5OX OF THE TOTAL]: 1.34 SO. FT. (TOTAL REO'D VENT x 0,501 DIFFERENCE BETWEEN REQV 6 ACTUAL: • 1.1 SO. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: • 4.1 SQ. FT. ]INCLUDES 0-HANGS AND EAVES] 4.1 SQ.FT. • LOWER O'HANG 6 EAVE VENT PROVIDED 0 5Q.FT. LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SO.IN. LOWER ROOF VENTS REO'D ITOTAL FOR HOME) MINIMUM LOWER VENT REQUIRED ISON OF THE TOTAL]: - 1.34 SO. FT. ITOTAL EO'D VENT x 0.501 DIFFERENCE BETWEEN REO'D 6 ACTUAL: 2.76 SQ. FT. PASS �TnmU JAQQ l `Oil` MC P14 SCAU: Pars 1. ALL STEEL MUST COMPLY WITH ASTM A-36 136 KSI MINIMUM). 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION S PECIFICS, REF ER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS. 4 ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED O INSTALLATION INTO TREATED LUMBER. WHEN THE ARE E�IEATH THE BUILDING/STRUCTURE IS ENCLOSED, i 6 MJL. POLY VAP E, O'D OVER AREA BELOW THE BUILDCT:URE I(JN_SITE. SY O. ERS� THIS VAPOR BARRIER IS REQUIRED BY�A40BSENlF AND/OR SPECIFICATIORRSS I ANY WARRANTY OFFERED OR 7/16" APA OR TECO RATED EXTERIOR SHEATHING ITYRI W/ WEATHER RESISTIVE BARRIER BEE PRODUCT APPROVAL FOR WHEN B/B• SHEATHING Ie RM. BA TT INSULATION IN WALL ITYP.) SINGLE 2xe SPF S2 (ON -FRAME] PERIMETER (510EWALLI FLOOR JOISTS (TYPICALI FLOOR LEVEL OLD" PORCH FLOOR DECKING �IWHEN APPLICABLE] -0'-3 3/e° TYPICAL SEE CONST. MANUAL •mD<:i�' SHEARWALL SPECIFIC INFORMATION: OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAIL(S) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT IWALL SECTION]. THE FOUNDATION SYSTEM SHALL BE DESIGNED IBY OTHERSI TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL Am�pp VERTICAL PLANE(S). sy Do _ .`yTSTEM qHntLiorrancHDLIRecaLYJt LT_g,1�T l:`4T3EAC A-LV OF]EACHISHEAR SEjaA"�'ltTa GTLX}TO]�FtIl1NDAT10NLGROUND1TJtANS_F,ER ADE OAD DATtON'SYSTEMS SHALL I ESTGN Y N"RRC ecT OR REGISTERED PROFESSIONAL ENGINEER (ON -SITE: BY OTHERS), (UNLESS NOTED OTHERWISE ON THE APPROVED PLAN). ON -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (51 FLOOR JOISTS LOCATED BELOW THE SHEARWALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/1-BEAM IN THE FRAME. GRADE DETERMINED BY BUILDING ELEV. ION -SITE. BY OTHERS) — PERIMETER BLOCKING IS LOCATED AT 64" O.C. MAX. SPACING AND AT ALL OPENINGS IN THE SIDEWALL GREATER THAN 48". ALL TIE -DOWN STRAPS AND ANCHORING SYSTEMS ARE DESIGNED AND INSTALLED BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED, ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED P.E. [BY OTHERS]. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 1 1/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2-1 BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. � °OFF FRAME UNIT4 THE FACTORY TRANSPORTATION CARRIER IS Tmu A HE REMOVED FROM THE STRUCTURE DURING THE (�lJ BUILDING'S INSTALLATION. "ON FRAME UNIT'S THE FACTORY TRANSPORTATION CARRIER IS LEFT ATTACHED TO THE STRUCTURE AND 15 UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. SOWIFICATIONs:' TOTAL NUMBER OF AXLES: MASTER MODBL 3 MIN NUMBBR OF BRAKE AXLES: 1 BRAKE AXLE MIN. PLOD R JOISTS: 1xe SPF f2 FLOOR INSULATION: R-1S CHASSIS ]-BEAM HEIGHT: 0° HITCH YYPe: REMOVABLE FLOOR DECKING: 19/32. OSB OR PLYWOOD FLOOR COVERING: LINOM—CARRET FLOOR JOI6Y 6PALING: - O.C. PORCH JOISTS: NA PORCH DECKING: NA - W EXTERIOR STUDS: wro 1x6 SPP f5 BOTTOM PLATE IEXTI 2.6 SPF f5 WINDOWS: •IMPACT•• SERIES WALL INSULATION: TOP PLATE IEXTJ: 2.5 SPP f5 EXT. SHBATHING: T/161 APA OR TECO RATED EXT. DOORS. STEEL - FOAM CORE INT. DOORS: ISOLIG OR W/ GLASSI HOLLOW CORE E OR EXT. WALL IFINISH: LAP/STULCO/HAROL TYP.I ROOFING: SHINGLES OR HETAL ITYPI CEILING: TEXTURED V3• GYPSUM ITYPJ ROOF INSULATION: R-50 SHUTTERS: NOT STRUCTURAL IoPTJ ROOF SHBATHING: 7/16• APA RATED TRUSSES: L[5TED (CALL-D) TRUSS TRUSS 6PALING: 16. O.L. UNIVERSAL FOREST PRODUCTS IDUCTED RETURN AIR SYSTEM) A/L TYPE: REFER TO eNeRGY CALCS MIN. SEER: REFER TO ENERGY CALCS RISER: 12 f OP RISER DROPS: 1 HEAT TYPE REFER TO ENERGY CALCS UNIT TYPE: RBFER TO ENERGY CALCS RETURN: 20X25 • OF RETURN DROP.: I R OMNUM5ER OF (BATHS: 2 f OF ACCESSIBLE LAYS: O 1 MBOILINB -1. W/ MIRROR: O 4 OF WATER HEATERS: f OF ACCESSIBLE BATHS: f OF STANDARD LAVE: O f OF STANDARD WATER CLOSETS: 2 f OF ACCESSIBLE WATER CLOSETS: O f MEDICINE CABS W/ LIGHT: O f MIRRORS: O WATER HEATER SIZE: O WATER HBATER TYPE: 40 GALLON ELECTRIC REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING ROOF S"FAIMNG �'��, scare: tars This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies EN 63802 �O N AL ®1 47D5 CHESTE4 DC it EUCHO O,IN 46516 E24) 264OT43 FREVISIONS SY I DATE DRAWN: D.W.H. CHECKED: M.T. DATE: 9/30/2020 SCAIPT Ene• . 110• SHEET: 14 OF 15 WEC: Expo..P• D DWs: 170 MPH MODEL: MOD-1887 TRINE DETAILS AND P ARE CONPWI AL AND PROPRRTAXT NATERIALJ4 THE CONTENTS OF T10 CMWDN FACKASE CONTAIN COTlr6GRAL AND,OR PRBRUM ED DFa T/dL ANT WF, CmTN•, DO10.o6Iw , M ORNID♦ImOH OF T10 PActYe, OR ANY OF THE CONTENTS CGNTADm TNCD'a6 w mOrnY PROHuiicp ST ,IADOB6ER H ANC MY BE vuwru- THERE NATeIWs ARE COPYRIGHT © 1020, JACOEDEN HOMED, DAPETT HARBOR FLORIDA, ALL RIGHTS RESERVED PROVIDED TO THE RGCDD:NT FM WeRIMP1C PUAOSES ONLT AND SHALL NOT Be 6GAINA COUD6 OR OMCDYISE NEPROpICED AHOMR DATI®IRm TO OTHERS FOR ANY MOSS WITHOUT EXPRE" WRITTEN AVTIORTTAT:ON PROM 44CMM HOI t THIS DRAWDC PACKAGE AND ALL T GWITE T11 ARE THE EXCUOM PROPGR OF IACOIN EN :ESN!► ALL RINITS M M0. OOITIDMIT 1020 LOW%, ANT ADDTT10NIB1 AND/OR THE STaAReNeI IN WHICH AN ADDITION(.) OF TLIA G�)COIRRACTOR He ORTRET/SLM WHO IN�STAL•LED THE ADDITRESPONSIBILITY ON. ROOF SHEATHING FASTENED TO TRUSS WITH MIN. 7/16"xt 3/4"x16 Go. STAPLES 0 3" O.C. EDGES AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 32" MINIMUM. Lode DESIGN LOADS FOR TRUSSES SPACED • IS" O.C. , TOLL 20 PSF TCDL 7 PSF BCLL O PSF BCDL 7 PSF LISTED TRUSSES DESIGN MAY VARY 7/16" AAA RATED ROOF SHEATHING (TYP.I •• tn. PLYWOOD SHEATHING REUD WITH PETAL ROOF •• R-30 INSULATION (BLOWN IN ROOF CAVITY) 2x6 SPF }3 MINIMUM EI TOP PLATE ----- (STUDS 0 16" O-C O.C.ALIGN WITH TRUSSES - w/ 1 1/2117° MAX. OFFSET) 2X6 SPF }3 pJ MIN. WALL STUDS 0 16" O.C. Sall (TYPICAL( LAP/STUCCO/HARD]. ITYP.I 2x6 SPF }3 MIN. BOTTOM PLATE FOR SIPPING PURPOSES ONLY I: (FRAME REMOVED WORE INSTALLATION) FL RWIDTH 1-8[AM SPACING DISTANCE TO tDGG OF FLOOR ..INCHES .... INCH[S 16.15INC.- Oa eWHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED E SPECIFIED IF MAXIMUM ROOF ANGLE, APPROVAL AG[NCYS A HEREIN. IS NOT EXCEEDED. 1 1 LONG WITH THE ARCHITECT AND/OR ENGINEER O P H P THE BUILDING PUNS SHALL ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. MDT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CON.EOUENTIAL PERFORMANCE OF THE SUPERSTRUCTURE. STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. pNOLE (LOIO.y� 1GQ}PwT}i� 2x6 SPF R MINIMUM PTOP ERIMETER RAIL nYP.I RIDGEBE E VENTILATION PROVIDEDFOR PO'HANG j� UPPER VENT PROVIDED 8 REAR OVERHANGS) Mp 0� O�p05�PB �L1v- RIDGE BEAM ITT (FRONT 0 SQ.FT. =UPPER VENTS PROVIDED 0 NUM, OF 50 SO.IN. ROOF VENTS REO'D (TOTAL FOR PL•1- 2 ND,O�O� FOQP� '��p H p1!� .1 WHERE/REOUI B7 - HOME( 1111101111,800E �V•1�IDJI�.M(� '�1ySw 2.44 90. FT. TOTAL (INCLUDES FRONT L REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW) �8 " 7 SHINGLE ROOF ITYP.I FIBERGLASS SHINGLES: ��pp DR ;►��G TI.F` 9NIO,�C 11L GTE pj7 W �r EXTERNAL FIRE -CLASS A, ASTM D3018; SIB NG �M�• of Hn°1A oN y �� TYPICAL INSULATES�� A5T�' M CSA123.5-981 '"PiCAL TRUSS MAY BE HINGED OR FIXED TEXTURED 1/2'GYPSUM (TYP.I SPF 03 MINIMUM '_ STUDS 0 16" O.C. ITYP.) UNIT WIDTH VARIES ISEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2.4 SPF }3 MINIMUM MATING WALL TOP 6 BOTTOM PLATES SPF 02 OR OPEN O.C. (TYPICAL) JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED R-19 (REG. P.E.) BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION (TYP.I VAPOR .-.IF. .F 11 - AFF MDTF 5 BFI - DOUBLE 2x10 SPF }2 (OFF-FRAMEI PERIMETER (MATING LINE) FLOOR JOISTS (TYPICAL] (EACH FLOOR SECTIONI MOO-1887 TO. atoss-s"ON ��5 scxrar:: INlrs HVAC SIZE, L/ L LOCATION MAY OPT. SCISSOR TRUSS 2K6 SPP N'.MSRNUM ROOF PERIMETER RAIL BOTTOM (TYPICAL) OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2.4 SPF }3 MINIMUM WALL STUDS 0 16. O.C. (TYP.I P AIR SPACE MINIMUM ---------------- CEILING BOARD ASTM D3161, CLAS5 FI BLOWN INSULATION ASTM D7168, CLASS HI "t FELT Or MINIMUM NYC MEA 130-83-M 901 FELT IOR EOUMJ - 2x4 ROOF PERIMETER RAIL ADD-014 EAVE - PER CONSTRUCTION MANUAL INT. WALLBOARD • VENTILATION PROVIDED FOR LOWER 50% OF ROOF SECTION: 4.1 SOFT. • LOWER O'HANG 8 EAVE VENT PROVIDED IFRONT 8 REAR OVERHANGSI /��_. VENTED SOFFIT • 0 SOFT. •LOWER VENTS PROVIDED BY - 0 NUM. OF 50 S0.1 N. ROOF VENTS REQ'D (TOTAL FOR HOME( 1\ -� �XTHEATHING 4.1 SQ, FT. TOTAL (INCLUDES O'HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW( /�114P�4 CEILING HEIGHT vg:0vSEE APPROVED STRUCTURAL PACKAGE FOR WALL CONSTITYPICALI TRUSS NOT SHOWN ON THIS AW CI MAML SECTION FOR CLARITY STD. WINDOW OPENING - TOP - 6'-10° TYPICAL �>r tv �• 1L1��. Rei •T�: EYIa TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE CLASS 'B' GYPSUM 19/32" OSB OR PLYWOOD - FLOOR DECKING (TYPICAL) FRESH WATER SUPPLY (TYP.) ELECTRICAL ITYP.I --1 BOARD (TYFI ACCESS FOR SHOWER AND/OR TUB SWIVE REMOVABLE P-TRAP IS THROUGH BOTTOM BOAF IWHEN APPLICABLE ONL �`�" LGoxI Lama UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTHIS). THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND 15 NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED ISHOWN AS TYPICAL DOUBLE WIDE 20'-0°, 24'-W 26'-0°, 28'-0", 29'-0° L 52'-0" INCLUDED) ROOF SYSTEM SQUARE FOOTAGE • 803.98 SQ. FT. 2.68 SQ. FT. TOTAL REQUIRED PENT (TOTAL UPPER 8 LOWER( 500 (W/ VAPOR BARRIER) 300 TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 SIB. FT. [INCLUDES O'HANGS AND VENTS) 2.44 SOFT. • UPPER O'HANG VENT PROVIDED 0 SO.FT. UPPER ROOF VENTS PROVIDED 0 NUM, OF: 50 SCAN. UPPER ROOF VENTS REOV (TOTAL FOR HOMEI MINIMUM UPPER VENT REQUIRED (50% OF THE TOTALI: 1.34 60. FT. ITOTAL REQ'D VENT x 0.50) DIFFERENCE BETWEEN RED'D 3 ACTUAL: 1.1 SO. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: = 4.1 SQ. FT. [INCLUDES O'HANGS AND EAVESI 4.1 SO.FT. •LOWER O'HANG L EAVE VENT PROVIDED 0 SO.FT. LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SQ.IN. LOWER ROOF VENTS REQ'D ITOTAL FOR HOME) MINIMUM LOWER VENT REQUIRED (50% OF THE TOTALI: 1.34 SQ. FT. ITOTAL REQ'D VENT x 0.50) DIFFERENCE BETWEEN RBOV L ACTUAL • 2.7G SO, FT. PASS ROOF VOA` CALC �La�L 11\�Ijs SCAM NFS NOM: 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 DESIGNED AND ENGINEERED BY OTHERS. 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED FOR INSTALLATION INTO TREATED LUMBER. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE 15 ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REQ'D OVER AREA BELOW THE BUILDING OR STRUCTURE (ON -SITE, BY OTHERS). THIS VAPOR BARRIER IS REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. 7/16" APA OR TECO RATED EXTERIOR SHEATHING (TYPJ W/ WEATHER RESISTIVE BARRIER SEE PRODUCT APPROVAL FOR W)RN B/8° SHEATHING IS RE09. Sff PRODUCT APPROVAL N4FN 4IS REWIRED R-19 BA TT INSULATION IN WALL ITYP.I DOUBLE 2x10 5PF 02 (OFF -FRAME) PERIMETER ISIDEWALLI FLOOR JOISTS (TYPICALI _ FLOOR LEVEL -� 0_0v PORCH FLOOR DECKING �IWHEN APPLICABLE) -0.-3 3/8° TYPICAL SEE CONST. MANUAL GRADE DETERMINED BY BUILDING ELEV. ION -SITE,, BY OTHERS] LOdCe SHEARWALL SPECIPIC INFORMATION: OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILI51 OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTION). THE FOUNDATION SYSTEM SHALL Be: DESIGNED [BY OTHERSI TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANE(SI. THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, BY OTHERS). IUNLESS NOTED OTHERWISE ON THE APPROVED PLAN). OFF -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. SIDEWALL UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 1 1/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY°THE REFER TO -APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. �f ��5 sc,141.E: Nlis 10 RR A This item has been digitally signed and sealed by Michael G "OFF FRAME UNIT. THE FACTORY TRANSPORTATION CARRIER IS Tomko, P.E. On 10/5/2020 taace REMOVED FROM THE STRUCTURE DURING THE p Printed copies of this document are not considered signed and BUILDING'S INSTALLATION. 'ON FRAME UNIT°: THE FACTORY TRANSPORTATION CARRIER IS sealed and the signature must be verified on any electronic copies LEFT ATTACHED TO THE STRUCTURE AND IS UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. 43/ATlal RllVMON OWFICAAAONS: OPP-FRAME TOTAL NUMBER OF AXLES: 3 MIN. NUMBER OF BRAKE AXLES: 1 BRAKE AXLE MIN. FLOOR JOISTS: 2X1O 6PP 42 OR OPEN FLOOR INSULATION: R-19 CHASSIS I -BEAM HEIGHT: B• HITCH TYPE: REMOVABLE FLOOR DECKING: Id/31. 055 OR PLYWOOD FLOOR COVERING: LINO/TILE/CARPET FLOOR JOIST SPACING: IS- O.C. PORCH JOISTS: NA PORCH DECKING: NA WALLS / wINDOw. / oOOxs -INFO: EXTERIOR STUDS: 2x6 SPF 11 BOTTOM PLATE IEXT.E 1x6 SPF 10 WINDOWS: •RIMPACT•• SERIES WALL INSULATION: R-IR TOP PLATE IEXT.k 2x6 BPIF P3 [XT. SHEATHING: 7/16- APA OR TECO RATED EXT. DOOR5: STEEL - FOAM CORE INT. DOORS: HOLLOW CORE ISOLID OR W/ GLASSI R AND RDOP 1NFD: EXT. WALL FINISH: LAP/STUCCO/HARDI. ITYP.I ROOPING: SHINGLES OR METAL ITYPJ CEILING: TEXTURED In- GYPSUM (TYP.I ROOF INSULATION: RJO SHUTTERS: NOT STRUCTURAL (OPT.1 ROOF SHEATHING: 7/16" APA RATED TRUSSES: LISTED (CALC'D) TRUSS TRUSS SPACING: 16" O.L. UNIVERSAL FOREST PRODUCTS IOUCTED RETURN AIR SYSTEM) A/C TYPE: REFER TO ENERGY CALCS MIN. SEER: REP TO ENERGY CALCS RISER: 12 • OP RISER DROPS: 2 NEAT TYPE RIPER TO ENERGY CALCS UNIT TYPE: REFER TO ENERGY CALCS RETURN: 20X25 1 OF RETURN DROPS: 1 R[5 S / OTNFR NPORMA OMNUMBER OP BATHS: N: 2 E OF ACCESSIBLE LAVE: 0 F MEDICINE CABS W/ MIRROR: R OF WATER HEATERS: 1 • OF ACCESSIBLE BATHS: 0 E OF STANDARD WATER CLOSET.: O • MEOICINE CABS W/ LIGHT: 0 WATER HEATER SIZE: 40 GALLON P OP STANDARD LAVS: 2 4 OF ACCESSIBLE WATER CLOSETS: 0 F MIRRORS: 0 WATER HEATER TYPE: ELECTRIC .AREA RRSERVED FOR WSTING AGENCY APPROVAL STAMPS: pPPROVEp R sro. �• •'Tm Il0 MPH m•RRwuN li o rta•m. I 0-5-202 ? NO W 1. FEET a�� °W ur O JACOBSEN HOMES C 1 ,0 P MCP-3577 yF /p Py5 CARTER °oEW uerzo COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION ❑oo❑ ❑o■o • RpENS'•��- 3 �••• �O g o 63802 2 � E IT • K A A A �S/ONAI-SNP', e N O� gyp• ,12 .I 2 O K '�BI 4703 CRESTER tW. UKKARQ, IN 43316 (�41161-o7as • i= Y rXIII EA FI1P_ RMIONS Q BY DATE ILA aRAWN: D.W.H. CYIECRO: M.T. DATE: 0/18/2020 SCALE: 3/16• . 11W SHM: is OFi's w9C: Exposure D Ows: 170 MPH MODEL: MOD-1887 THEM ORALS AND PL,04S ARE COHPOPeNUAL AND MEPFUETART 1MICOALf THE co"I'm S OF TNIB DRAWQ/S PACKAGE OOFITADI C01lODIRIAL AHDM PRIVILEGED DDORY►T[OIt ANY YMDINOII]Zm DK CW"DM, DOG.ONRIE. OR DOTAIDDrm OF TIC• ►AGGOI, OR ANT OF TIR CONRNI. OONMDM TIPJ®I, to •TIDGILT PROHIBITED BY 4MBM H0111 An YAT DE UNLAT,TLL. TMNE miEft" ME PROVIDED TO THE REGVIEM POR SPECIFIC PUPOSG• ONLY AID SHALL HOT BE •CANTED, COPIM OIL CTIEKWM KEPROgIRD A1DAN1 DOTREnw TO OTHL#S PON ANT PI PORE WITHOUT WWR M WRITTEN ALRH010TATDRI PROP JACOMM HOI ML TSS DRAWDIS PACKAGE AND ALL ITS CORrWM ARE THE EXNNM ►RQORY OF .4EOBRN 140111 ALL RIGHTS RMZRVM COPTRIGIR 1020 COPYRIGHT Q 2020, JACOBBEN HOMES, SAFETY HARD IR PLORIDA, ALL RIGHTS RESERVED. �' � F46, t8rnuta'kwi�dFcsdPad art 0 10-5-2020' k:OWN i4mis .ZJ tN oem i lkp t ax 3 °*tY k ttFarM F1 Pm A Cie M'riarutdWTv Wias'£'ireti"', ID 1um tX z. p{?YiNk! ttdik C,y R T E R P it �?� �Ezax t� nihsarn yam, lost obs�rn Nn�?zc�:Ia�s�aE et 6 �+�as'�ard �� �af�� tr,cr, iL 34i; tt5�ra+da rJn4 lt~ PaarasiscssJ P!ulSClrrr tni agr3na, a$tel ffl`r f u�1ef 1 S53.. 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' i Gdr itti d pifov, Atra st st (A . rA—, Pepwtrwl rind haswi "a i2�rf.'rQritg+A rs�s is i vw iidzax nm w V'sAimn sii'ad Arf�: ry darn 3Go9e �e ��t3i eke y�sr u�:�!'etga�6� Lzx�.hs�y���*en r�vleaat+d apfiaL:a�i i�xdC�d (avirsfs� �a�r'ga�va tf.ir�? st+'s�'ficc� <ia'ntt� h+h� 1 by yoscr ATIVY FC�y: tyab t tdans ate t�+znte;an:e t:c??,. ��rs,�eet tin aur.wxks�„e, � s=[c=r�lat�ed Iratt+��r iss+� re ssRt} C;p it�e ft�t1 �sUthtr�9Y tt3��g,�ukttpn;, �ttn F:Se�i'rt"'ts,�ontr�t�r av�.ua�nnrsmtti'� reiahEt�>�n� as�%1StCa3k+�rcu.�kf�'ye�. q�x �D vAh i des.-u6 r gJm.vx¢s'0 t� I't'tcgra6 aet��t5t" �t�rir4rv�;t� far atu ynaP� fit trsr-tS�t�'Yo�a ? �a � r�+i4+vbl rt� ��° Ana'�aenerate�t�th�5fr»u.�r�.ik'® ur',f'rv3-�r+*}feec�titte�rr��.li'i,�tt�7�ae��esit, $-&a tfti.y C40.lbdt kffb+i?rfl6"Ma 'ak SW7l9.1S S orrGrr frl7C &4&04114 842: Parr LOUred BVAn&graves, A CM. of th Etter must a ny ikwta a Inr tm. l humfti ;pern "s Sitr�fy. � artier .+tar�ut�st�;r��ct:9u;sd�s �mgr�m Wind Eauivalenc Vult = 170 mph MRH = 30 feet Exposure = D 0 10— 5— 2020? N W ER 1� Pult = WL = Vult2 * 1.66 * C Pult = WL = 28900 * 1.66 * C Pult = WL = 47974 C Pasd = Pult * 0.6 Pasd = 47974 C * 0.6 Pasd = 28784.4 C Vasd = MRH = 15 feet Exposure = D Vasd = sgrt ( Pasd / 1.47 ) Vasd = sgrt ( 28784.4 C / 1.47 ) Vasd = sgrt ( 19581.2245 C ) Vasd = 139.93 mph Construction - use design of Vasd = 150 mph MRH = 15 feet Exposure = D for the equivalent - Vult = 170 mph MRH = 30 feet Exposure = D MCP-3577 MCP-3577 ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: D Mean Roof Height: 30 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: Category/ Subcategory Manufacturer Product Description FL Product Approval Number(s) 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-119 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door FI 15326.9-112 B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-R4 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-113 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-113 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R8 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R8 2017 CODE VERSION September 18, 2020 Pass /'Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES Category/_' Subcategory -'Manufacturer Product Description FL Product Approval Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.6-114 Siding Plygen Vinyl Siding FL 24058.1 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-113 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 151-13 Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category/ Manufacturer Product Description Approval Subcategory: Numbers) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 E Tubular Skylight I Sun-Tek 5. Structural Comp. q Wood Connectors Tie -down Engineering Wood Connectors Oliver Technologies Wood Connectors Master Craft Eng. B Truss Plate C Engineered Lumber MiTek MURPHY Tube (self flashing) 10", 14" or 21" Coil Strap Coil Strap Metal Strap Truss connector plates ENGINEERED BEAM FL13488.10 - R5 Local Approval Constellation Tech. Report - A131394 FL 2197 - R6 FL18993.1 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES I PASS - INT/END ZONES PASS - INT/END ZONES (CONSTELLATION TECHNOLOGY Measurement • Analysis - Solution rest Client: HWC & Associates Hilborn,Werner, Carter & Assoc., Inc 1627 South Myrtle Avenue Clearwater, FL 33756 Sample Description: Metallic Strips (qty: 4) Date Received: 1/2/2019 Test Methods: Tensile Discussion: 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 — AlyUUly Contact: Jim Lyons E-Mail: jlyons@hwceng.com PO: TBD Date Reported: 1/8/2019 Analyst: Katherine Flynn, David Richard Four (4) galvanized metallic strips were received for tensile testing. Strips were tested as received, in their original dimensions. Tensile testing was completed using a Tinius Olsen LoCap universal testing machine equipped with a 30,000 lb. load cell. Results Table 1— Tensile Results Sample 1D 2 Area (in) Tensile Tensile strength. Yield load Yield strength Elongation „ load (lbs.) (lbs.) N 00 ) (psi) SI 1 0.0282 1,461 52,554 1,337 47,411 30 2 0.0284 1,471 51,796 1,348 47,465 28 3 0.0285 1,485 52,105 1,397 49,018 28 4* 0.0285 -- -- 1,390 48,772 30 *Tensile load (lbs.) and tensile strength (psi) were not recorded due to a malfunction with the test software during testing. Comments: The results only relate to the sample analyzed. This report shall not be reproduced except in full, without written approval from the laboratory Author: Katherine Flynn, Ph.D. Approved: William E. Swartz, Ph.D. Senior Materials Scientist President/CEO Page 1 of 1 1/8/2019 Date 0-5-2020 -' � N �% RO 2020?N LU LU Analytical Services,L'4bivatory, 7997 Aryan: KpaA, Suite 100 Lph,p, F -777a, 1452 . ..'CDias TMELLAT N WCf4x_0'LO.,GY,','." _1W T LO>r, 547 Tbkof6he 727. .0600 T611 rrce 8*00-335..7 55 RTEF V http. cu,6nt: Hwc & Agsqaiata, Qbntaet- Am Lyons ffilb-o m-,W-e mer, Carter. & A,-ssoc;,.,'Lne 'hweengxom 1.6277 South, Myrdo-Ai-vmue, 3375 Sample Dqscrjoion- Tensile Sairkoles VO_ Part A.. 169329 Date Received: 6/21120.13 DutbReporte4. 6/24/2013 In -Scope Test Methbdsr: Tensile (ASTN4 M) Analyst: Pon; d J-ackson Discussion-. I FourhurricanestTraps:gafvmuized. I -.lW'x..24',`x,0;035",R/N t6,9528'.1weivreceived to detemiine the tensile and yield strengths .. 'nic straps %vere tested at their- -full width- and thit-Imess usirl'y a Tinius Olsen, LoCap tensile tester With a 35O,-,DOO-pouhd Load cell, caft$ratlon due 10124113- Results: Tab,lier,l -.�. Tensile Specimen # With (*1 Thicftpel�s (170 Weak Loaa., (W), _Peak.Sfiess­. ft p4k) . - ty.106111 �L. 04 dvi, Yield Strength Elongation 1 1 :15.0 U370. 5;579 116,407 5, .125 i. 11 O.j931 4 2 1.24 0;6576 14LJ_' $49KQ f 11,t)173 4.5 3 1249 0,0-57-5- 5,331 1 111.. 4 4-045, 1 6g,,.443 10 NTA F_,iqd17rO)n9>ds pp !h0dbb11k1biy The OP0640titorpran= 62;64 a io:thivv_palare O4f4fLfC.fh,_SWPO.f)fOUr1fA2L4 Accriddit*ion; /* " Author: Approved- bate 1'resiaent(CW AST NbT. Lev$ It! M*T PI-49037 Whqu, isidiClIftdAhe aboveWstingis =rwdiwd bythe Attlerictill A-*Pription for Lubaratory AcuNdifiltion Chemical Usiftig Fielif — AMA Cmifivate N 10 1 X4 Field — A2LA Ocrtirivote 9 1111.02 FivjO —AZLA Certirit;4C 9 1.171.[3. Page I of I. Shear Wall Trubutary length Detremination Two Interior Walls Platinum Homes - PM-307-3 (PLT03313) 'N 0-5-2020 N �,k at RT� P Sidewal Left Endwall Right Ridg Endwall First Second Interior Interior Sidewall Length = 44.667 ft Distance of Left end to first interior = 7.25 ft Distance between interiors = 30.5 ft Left porch length = 0 ft Right porch length = 0 ft Left Endwall Trib: 3.625 ft First Interior Trib: 18.875 ft Second Interior Trib: 18.7085 ft Right Endwall Trib : 3.4585 ft This. item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Wind Load Determination Worksheet MWF Low-rise building ASCE7-10 Method 2 Wind Speed = 170 mph Roof Slope = 5 /12 Exposure = D 22.620 Mean Roof Height = 30 ft Kd= 0.85 a= 11.5 K:t = 1 zg = 700 ft KZ = 1.16 1 = 1 qh = 72.95 psf Building Class = Enclosed Building GCp, = 0.18 -0.18 * Gcpi cancels -out on total building calcs Load A - End Zone of Wall 1 E = 0.77 GCpf = 1.37 4E = -0.60 A = 99.89 psf Load. C - Interior Zone of Wall 1 = 0.54 GCpf= 0.95 4 = -0.41 C = 69.46 psf Load B - End Zone of Roof 2E = -0.72 2E load = -52.45 3E = -0.65 3E load = -47.28 B = 0.00 psf Load D - Interior Zone of Roof 2 =-0.45421 2E load = -33.13 3 =-0.4669 3E load = -34.06 G���i D = 0.93 psf T N * No 63802 16 Sl ��i� • ........ R •.•' �� This item has been digitally signed and sealed by Michael G sS�CIla:%� ��� Tomko, P.E. On 10/5/2020 �1/��������1� Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ' 0-5-2020? RTER ......... . — ------ A PROV/ C� 0 202 ...... . . ....... LLJ jil V (afi R-T Ix J T ire 10 el J, 2 . . .......... ..... N No 638, t OR - - - - - - - - - - -------- _J J iaS��NA�����;T�.k�,!P.E.6 n 11 ll I Printedcol sealed and T of ied and s6aled by Mi�hael be eritled on any eject :oOies RO 0-5-2020- One Story Shear Wall Wind/Seismic Analysis - Two Interior Shearwalls (FO in Homes - PM-307-3 (PLT03313) � ��� Q N�7 WWind LoadsMWF MGT ARTER P Wind speed = 170 mph Exposure = D Mean Roof Height = 30 ft ASD coefficient = 0.6 Wind load Areas A B (psf) 59.9 0.0 A = End zone of Wail 6 = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Building Values roof angle = 5112 roof angle = 22.60 Wall Height = 9 ft Heel Height of Truss = 4.25 in Height of Roof = 4.80 ft Left Endwall Shear Values Area of End Zone of Sidewall = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = Total Shear Force to Endwall = First Interior Shear Values Area of End Zone of Sidewall = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = Total Shear Force to Endwall = Second Interior Shear Values Area of End Zone of Sidewall = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = Total Shear Force to Endwall = Right Endwall Shear Values Area of End Zone of Sidewall = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = 16.3 ft2 /side 17.4 ft2 /side 0.0 ft2 /side 0.0 ft'/side 978 lbs; 10.7 ft2 /side 11.4 ft2 /side 74.3 ft2 /side 79.2 ft2 /side 3779 lbs 11.4 ft2 /side 12,2 ft2 /side 72.8 ft2 /side 77.6 ft2 /side 3760 lbs 15.6 ft2 /side 16.6 ft2 /side 0.0 ft2 /side 0.0 ft2 /side Total Shear Force to Endwall = 933 Ibs C D 41.7 0.6 Sidewall Length = 44.667 ft Endwall Length = a= 2a = Left porch length = Right porch length = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear= Total Shear = Total Shear = 21.33 ft 3.00 ft 6.00 ft Oft Oft 978 lbs 0 lbs 0 lbs 0 lbs 641 lbs 0 lbs 3094 lbs 44 lbs 685 lbs 0 lbs 3032 lbs 43 lbs Total Shear = 933 lbs Total Shear= 0 lbs Total Shear = 0 lbs Total Shear= 0 lbs �����Q.E�:.C'Cj .,TO���i� No 63002 k This item has been digitally signed and sealed by Michael G SZ. Tomko, P.E. On 10/5/2020 .' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ���pSS%0NAL�'?��, �111111111�1��` Sidewall Shear Values Area of End Zone of Wall = 27 ft2 /side Area of End Zone of Roof = 8 ftz /side Area of Interior Zone of Wall = 21 fl? /side Area of Interior Zone of Roof = 18 ft2 /side Total Shear Force to Sidewall = 3696 Ibs Seismic Loads Seismic category = C SOB = 0.5 Wall DL = 10 psf Roof DL = 10 psf Total W for seismic shear walls = 15467 Ibs R = 6.5 Cs = 0.09615 F, = 1487.23 Ibs shear on endwall L = shear on 1st int wall = shear in 2nd int wall = shear on endwall R = shear on sidewalls = Compare Wind vs Seismic for shear walls Endwall I. 1st Int Wal 2st Int Wal Endwall F Sidewal 121 lbs/wall 628 Ibs/wall 623 Ibslwall 115 Ibslwall 744 Ibslwall 0— 5— 20202 X N Total Shear= 181$ Ibs Total Shear = 449 Ibs Total Shear = 875 Ibs 0 Total Shear = 754 Ibs �� BAR T E R P�5 Seismic Wind Wind with 1_d radnr_finn 121 978 698 628 3779 2699 623 3760 2686 115 933 666 744 3696 2640 F. = 0 Controlling factors for shear wall panels Controlling factors for Uplift/Shear Forces Endwall L---------> Wind Endwall L------> Wind Int Wall -------> Wind Int Wall -------> Wind Int Wall ------- --- > Wind int Wall -----> Wind Endwall R -- -----> Wind Endwall R --- > Wind Sidewall --> Wind Sidewall -----> Wind •`��G•• �.�C' E N SF••.'%0'i •� No 63802 • e • ; S3 To , P E. On 10/5/202 This mko0 signed and sealed by Michael G ��j,', S.•• Q.. Ila: Printed copies of this document are not considered signed and '�I�NAil��`� sealed and the signature must be verified on any electronic copies Determination of shear wall panel loads o2 0-5-2020 Shearwall Design Left Endwall m N Perforated or Segmented: S w Endwall Length = 21.33 ft Wall Height = 9 ft 2 0 F,P P�5 OgRTER Length of Full Height Sheathing (3.5:1) = 5.41 ft Length of Full Height Sheathing (2:1) = 5.41 ft C, (3.5:1) _ C. (2:1) _ Total Force (wind) = 978 Ibs Total Force (seismic) '1.4 = 169 Ibs Load Taken to Shear Wall Segments = 181 plf Uplift Force at End of Wall = 1626 Ibs Shearwall Design 1st Interior Wall Perforated or Segmented: S Endwall Length = 30 ft Wall Height,= 9 ft Length of Full Height Sheathing (3.5:1) = 8.8 ft Length of Full Height Sheathing (2:1) = 8.8 ft C. (3.5:1) _ C, (2:1) _ Total Force (wind) = 3779 Ibs Total Force (seismic)'1.4 = 880 Ibs Load Taken to Shear Wall Segments = 429 plf Uplift Force at End of Wall = 3865 Ibs Shearwall Design 2nd Interior Wall Perforated or Segmented: S Endwall Length = 30 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = 7.4 ft Length of Full Height Sheathing (2:1) = 7.4 ft This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 C, (3.5:1) = 1 Printed copies of this document are not considered signed and C, (2:1) = 1 sealed and the signature must be verified on any electronic copies Total Force (wind) = 4710 Ibs ,011111111111"I add 950 lbs ��� P•E�:.G.•TOII��i� Total Force (seismic) 1.4 = 872 IbsG E N S •.!Llf lo� Load Taken to Shear Wall Segments = 637 plf �N;' •=� Uplift Force at End of Wall = 5729 Ibs * �� No 63802 I ONA ,��Ii%S8I10��� Shearwall Design Right Endwall Perforated or Segmented: S Endwall Length = 21.33 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5.1) = 9.833 ft Length of Full Height Sheathing (2:1) = 9.833 ft C, (3.5:1) _ C. (2:1) _ Total Force (wind) = 1883 Ibs add 950 Ibs Total Force (seismic)'1.4 = 872 Ibs Load Taken to Shear Wall Segments = 191 pif Uplift Force at End of Wall = 1723 Ibs Shearwall Desion Tor) Sidewall Perforated or Segmented: P Sidewall Length = 37.417 ft Wall Height = 9 ft Height of Tallest Opening = 5 ft Height Ratio = 0.65556 Length of Full Height Sheathing (3.5:1) = 24.4 ft Length of Full Height Sheathing (2:1) = 24.4 ft Percent Full Height Sheathing (3.5:1) = 65% Percent Full Height Sheathing (2:1) = 65% C. (3.5:1) = 0.71 from table in IBC/FBC Co (2:1) = 0.71 from table in IBC/FBC Total Force (wind) = 6206 Ibs Total Force (seismic) `1.4 = 1466 Ibs Load Taken to Shear Wall Segments = 213 pif Uplift Force at End of Wall = 1920 Ibs Shearwall Design Lower Sidewall Perforated or Segmented: P Sidewall Length = 38 ft Wall Height = 9 ft Height of Tallest Opening = 5 ft Height Ratio = 0.65556 Length of Full Height Sheathing (3.5:1) = 30.5 ft Length of Full Height Sheathing (2:1) = 30.5 ft Percent Full Height Sheathing (3.5:1) = 80% Percent Full Height Sheathing (2:1) = 80% C, (3.5:1) = 0,83 from table in IBC/FBC C, (2:1) = 0.83 from table in IBC/FBC Total Force (wind) = 4453 Ibs Total Force (seismic) `1.4 = 1254 Ibs Load Taken to Shear Wall Segments = 146 plf Uplift Force at End of Wall = 1314 Ibs 0-5-2026' A W CARTER 9j' i� )e . \G E N No 63802 • Sl ' This item has been digitally signed and sealed by Michael G Printed o nted copies ofothis document are not considered signed and �����sS�ONA`�?��`, sealed and the signature must be verified on any electronic copies ti One Story Shear Wall Design Summary of Forces Shear Walls Shearwall Required Design Left Endwall = Shearwall Required Design 1st Interior Wall = Shearwall Required Design 2nd Interior Wall = Shearwall Required Design Right Endwall = Shearwall Required Design Top Sidewall = Shearwall Required Design Lower Sidewall = Overturning Forces Racking Left Endwall = Racking 1st Interior Wall = Racking 2nd Interior Wall = Racking Right Endwall = Racking Top Sidewall = Racking Lower Sidewall = 4 -7 181 p f 429 plf 637 plf 191 pif 213 plf 146 plf 1626 Ibs / 3865 Ibs 5729 Ibs 1723 lbs I 1920 Ibs 1314 Ibs Sidewal Left Endwall Ridg Right Endwall First Second Interior Interior This item has been digitally signed and sealed by Michael G Tomko, P.E. On 10/5/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies RO 0 10-5-2020 �� G••TO No 63602 •-• k • w Sl ....,OR 0 At- ` �lp �� ER t Job Truss Truss Type Qty Ply Jacobsen Homes 216 67078 M600803 MONO TRUSS 1 1 2162078 Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.350 a Sep 27 2012 MiTek Industries, Inc. Wed Mar 20 09:01:35 2013 I I 3-3-4 2-10-0 3-7-12 �'J 1x3 II 4 7 ., 5 3x3 10'1" 3-2-0 Cantilever 3 3.28 F12 REACTIONS Max Horz7=238(LC 7) 1x3 11 T1 O Max Uplift5=230(LC 7), 7=-679(LC 5) 2 Max Grav5=160(LC 2), 7=496(LC 2) 1 1 == =_ oI B1 7 6 5 1x3 II 1x3 II 3x3 = 2x3 = 3-3-4 1 2-10-0 1 3-7-12 9-9-0 Plate Offsets X Y : 3:0-1-6 0-1-0 5:0-1-4 0-1-4 SPACING: 2-0-0 SPACING: 1-4-0 CSI DEFL in floc) Udell L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.62 Vert(LL) 0.21 7 >548 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.44 Vert(TL) 0.18 7 >635 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.42 Horz(TL) -0.01 5 We n/a BCLL 0.0 • BCLL 0.0 • Code FBC2010/TP12007 (Matrix) Weight: 26lb BCDL 7.0 BCDL 10.5 FT=0% (pq LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied ors-5-12 cc bracing. WEBS 2x3 SPF Stud REACTIONS (lb/size) 1=276/0-3-8 (min.0-1-8),5=276/Mechanical Max Horz 1=238(LC 5) Max Upliftl=-329(LC 5), 5=-397(LC 5) Max Grav1=323(LC 2), 5=323(LC 2) FORCES (lb) -Maximum Compression/MaximumTension TOP CHORD 1-2=-568/647, 2-3=-547/727, 3-4=-46/13, 4-5=-70/155 BOT CHORD 1-7=-870/521, 6-7=-870/521, 5-6=-870/521 WEBS 3-6=-176/203,3-5=-582/971,2-7=-100/263 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt.180mph @16in o.c.; TCDL=4.2psf; BCD L=4.2psf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 E signed by Kevin Freeman 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between bottom any other members. chord and 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift atjoint 1 and 397 lb uplift atjoint 5. F R 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. t♦ ! 1" • ..., �I� 7) Based on M600802 ♦�``�/••'� G E N ••.'9/J� �I P S+ 8) Added cant. detail pP RO VFp �� • v �` • �j No 56254 0 0-5-2020? e � P5 �;N/ONAL� CARTER rf,ll ii<<�� The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 3/20/2013 not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. ® Verify design READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE WARNING - parameters and PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe©copyrighl2013 by: Universal Forest Products, Inc. Job Truss Truss Type "y Ply Jacobsen Homes 407 GA 102169 M0699405 MONO TRUSS 1 1 Ref. #10008644 UFP Industries Inc., Grand Rapids, MI 49525, Weston Gorby 8.220 a Aug 13 2018 MiTek Industries, Inc. Tue Jul 21 12:08:45 2020 Page 1 of 1 Copyright02020 UFP Industries, Inc. All Rights Reserved 4-0-8 3-11-4 3-14 4Wu 2.75 12 4.4 % 3 � Al Alt. Cantilever Detail 1Y! I r1 \ 2 _ US= i -_- B1 6 7 5 1x3 II 2.5..4 II 6A c 4-0-8 3-114 3-14 11-1-0 - 0 to 3-0-0 Cantilever REACTIONS. (lb/size) 1=264/0-5-8 (min.0-1-8), 5=596/0-3-8 (min.0-1-8) Max Horz 1=333(LC 5) Max Uplift 1=-306(LC 5), 5=-879(LC 5) Plate Offsets X,Y -- 1:0-5-2,0-0-7 , 3:0-1-12 0-1-12 , 5:Ed e,0-4-4 , 6:0-2-12 0-1-4 , 7:0-1-12 0-0-5 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP LOADING (psf) LOADING (psf) Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.21 7 >619 240 MT20 244/190 TCLL 20.0 TCLL 30.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.18 7 >704 180 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.38 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 * BCLL 0.0 * Code FBC2017/TP12014 Matrix-P Weight: 46lb BCDL 10.0 BCDL 15.0 FT = 0% LUMBER- BRACING - TOP CHORD 2x3 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc BOT CHORD 2x6 SP No.2 purlins, except end verticals. WEBS 2x3 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. REACTIONS. (lb/size) 1=430/0-5-8 (min. 0-1-8), 5=430/Mechanical PPPRDvep Max Horz 1=333(LC 5) Max Uplift 1=-552(LC 5), 5=-633(LC 5) FORCES. (lb) - Maximum Compression/Maximum ression/Maximum Tension 0 0-5-202 ( ) P X N TOP CHORD 1-2=-710/975, 2-3=-706/1130, 34=41/9, 4-5=-58/161 F BOT CHORD 1-7=-1283/665, 6-7=-1283/665, 5-6=-1283/665 f� WEBS 3-5=-793/1531, 2-7=-203/604, 3-6=-481 /343 �2 0 FR NOTES- CgRTER 8 Pyy ►�117111>rl� 1) This truss has been checked for uniform roof live load only, except as noted. R 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph @24in o.c.; TCDL=4.Opsf; BCDL=4.Opsf; (Alt. F ��t���N+ 180mph @16in o.c.; TCDL=6.Opsf; BCDL=6.Opsf); h=35ft; Cat. Il; Exp D; Encl., GCpi=0.18; MW FRS .•�i. E •.• ��r ���*�� (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 56254'. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint "TA7� 4 F .� 1 and 633 lb uplift at joint 5. .' +. 6) Based on: M699402 '��'•,` 7) Revision: Added 3-0-0 ♦fig•• cantilever •O.•'� x�I� i The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this �a rt 'l- ` I-% document, not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination tlr i/tl design is locally building the building designated d l! i t t 110- on whether a truss acceptable under the adopted code rest with official or appointee. A WARNING Verify design and READ NOTES UFP Industries, Inc. 2801 EAST BELTLI RD, NE - parameters MI PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and Is for M'h an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe 2017 EPL DISPLAY CARD 0 10-5-2020? ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD N �'�� ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the Energy Performance Index, the more efficient the home. CARTER ?J' P�5 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 8.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 8.0 c) AHU location Exterior 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 2 13. Cooling system: Capacity 23.4 a) Split system SEER 5. Is this a worst case? (yes/no) 5. Yes b) Single package SEER 14.0 c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 803 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.350 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.300 14. Heating system: Capacity 21.8 c) Area 7c. 117.5 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.20 9. Floor type, insulation level: a) Slab -on -grade (R-value) b) Wood, raised (R-value) c) Concrete, raised (R-value) 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier installed 9a. 9b. 19.0 9c. 10A1. 19.0 10A2. 15. Water heating system a) Electric resistance EF 0.93 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec% g) Other 10131. 10132. 16. HVAC credits claimed (Performance Method) a) Ceiling fans Yes 11 a. 30.0 b) Cross ventilation No 11 b. c) Whole house fan No 11 c. d) Multizone cooling credit 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, 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: Safety Harbor, FL 34695 9/16/2020 3:03:42 PM EnergyGaugeO USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performanc i� o Project Name: MCP-3577-M1887 Builder Name: Jacobsen Homes o 0-5-2020 Street: Permit Office: Z City, State, Zip: Safety Harbor, FL , 34695 Permit Number:Lj Jurisdiction: Owner: Design Location: FL, ST_PETERSBURG_ALBERT_WHITTED County: Pinellas (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1188.0 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1188.00 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 10. Ceiling Types (803.3 sgft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 803.30 ft2 6. Conditioned floor area above grade (ft2) 803.299987792 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(117.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Exterior 8 262 a. U-Factor: Dbl, U=0.35 117.50 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.4 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 19 gallons 8. Floor Types (803.3 sqft.) Insulation Area EF: 0.926 a. Raised Floor R=19.0 803.30 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.146 Total Proposed Modified Loads: 39.57 PASS Total Baseline Loads: 43.27 I hereby certify that the plans and specifications covered by Review of the plans and O�S14E Sx�?� this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates -� y. _ 0 calculation compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this -building will be inspected for t compliance with Section 553.908 * I hereby certify that this building, as designed, is in compliance t t St FloridaStatutes. with the Florida Energy Code. COp 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 (111402.4.1.2). l0 5 2020 , "' ta540-0687(M1887) - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 ,Approved i3y :sco r 8. F-r T4(-5,w- SEE MANUFACTURER'S CONTRACT WITH FLORIDA DBPR f+�odui&r f3iail�ing Pions �xarrrfiior �' Florida l.icenss No. SMR-42 9/16/2020 3:03 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 Manufacturer's Model #: MCP-3577-M1887 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 9/16/2020 (Method & Output 2020) All rights reserved. this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES a10-5-202Cj 0? LL 2F �o CARTER 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 (2017)/IECC (2015) 30N Latitude COOLING LOAD: 21,326 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 17,338 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 = 189.8 Max UA (Table R402.1.2) = 226.4 Use net wall area, not gross wall CONSTRUCTION DETAILS 8r U / SHGC VALUES: (19+Non-ins Rim -19 - 30) Total Cord. Floor Area: 803.22 s.f. TRUE Outside Perimeter: 132.00 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): 711 s.f. Primary Wall Area: 1020.01 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): 0.125 268.5 ft TOTAL Low-E window 109.21 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL S.G.D. 41.06 s.f. Exp Floor(U): 0.050 INFLOOR DUCT AREA: 0 S.F. @ 51 TD/ 29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.3 ATTIC DUCT AREA: 116.32 S.F. @ 95 TD/ 94.1 TD TOTAL Skylite ., 0.00 s.f. S.G.D. 0.480 / 0.36 EXT. DUCT AREA: 0 S.F. @ 95 TD/ 49 TD TOTAL Doorl Area: 17.72 s.f. Glass Bic 0.630 / 0.48 PEOPLE: 3 3420.2 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.75 FIREPLACES: 0 All Glass % of Floor: 18.71 % Door 1: 0.290 DUCT GAIN: @ Semi -Tight 1619 Btuh All Glass % of Wall: 12.65 % Door 2: 0.670 DUCT LOSS: 2038 Btuh LATENT GAIN: 3485 Btuh Summer Infiltr (7.5 mph): 26.1 cfm Mech. Ventilation: 33.8 cfm (15.9 Us) Altitude: 40 ft Winter Infiltration (15 mph): 49.3 cfm @ Semi -Tight ROOM BY ROOM VALUES: 581.1 FPM, maxvelocityin trunk#: 3 Heat Exiting Furnace: 98 deg A/C Exiting: 49 deg 0.14 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 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) Living Room c 3,449 4,464 153 160 4,574 154 5,193 4,922 7,261 Bath #2 c 1,236 1,200 41 66 1,904 64 2,162 2,049 3,036 Bedroom #1 c 3,604 4,001 137 155 4,442 149 5,043 4,780 7,052 Bedroom #2 c 2,430 2,761 95 105 3,007 101 3,414 3,235 4,790 Bath#1 c 986 985 33 60 1,732 58 1,966 1,864 2,761 Kitchen h 1,499 1,339 47 65 1,877 63 2,131 2,020 2,993 Dining c 4,133 6,576 225 217 6,210 209 7,051 6,683 9,801 ------------- ------------- --------- TOTALS -------------------------- 17,338 21,326 ------- 730 ------- 828 --------------------------- 23,747 798 26,960 ---------- 25,552 37,695 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model #: MCP-3577-Ml887 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 (2017)/IECC (2015) Prepared by LaSalle Air Systems 9/16/2020 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 759 @ 0.6 E.S.P. TEL= 318.5264 FR= 0.091 (NC 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 Dining 3 0 1 29 224 254.0 4,133 6,576 148 231 231 7.65 8.0 662.6 2 Kitchen 3 0 1 18 220.7 239.7 1,499 1,339 54 47 54 4.27 5.0 392.4 3 Bath #1 3 0 1 14 253.5 268.5 986 985 35 35 35 3.68 5.0 258.1 4 Bedroom #2 3 0 1 17 220.4 238.4 2,430 2,761 87 97 97 5.32 6.0 494.4 5 Living Room 2 0 1 14 219.7 234.7 3,449 4,464 123 157 157 6.39 7.0 587.4 6 Bath#2 2 0 1 14 219.7 234.7 1,236 1,200 44 42 44 3.96 5.0 323.5 7 Bedroom #1 2 0 1 22 222.1 245.1 3,604 4,001 129 141 141 6.17 7.0 526.4 N/A Other Rooms - - 17,338 21,326 619 750 759 n 0- 5- 2020? !N W V. TRUNK DUCT LISTING ANALYSIS TRUNK# 1 1 0 1.0 17,338 21,326 759 9.28 16 16 17.5 426.9 TRUNK # 2 6 121.166 127.2 8,290 9,665 342 7.77 12.0 435.2 TRUNK# 3 8 121.766 129.8 9,048 11,661 417 8.39 12.0 531.0 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 22 0 LONGEST RETURN DUCT 50 50 759 9.75 19 19 20.8 302.7 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MCP-3577-M1887 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 (2017)/IECC (2015) Prepared by LaSalle Air Systems 9/16/2020 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,338 Btuh at 17 REVD BLOWER CFM: 828 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 17,841 Btuh at 96 Entering Air DRY Bulb: 75.9 Mech. Ventilation: 34 LATENT CLG LOAD: 3,485 Stuh at 96 Entering Air WET Bulb: 61.0 Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 47.9 % FILL IN 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 645 > < 873 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 18205>, Blower CFM is between 303 > < 358 for Temp. rise of 55-65 Blower CFM is between 358 > < 438 for Temp. rise of 45-55 Blower CFM is between 438 > < 563 for Temp. rise of 35-45 =Cooling Equipment SIT Ratio = 0.83 Leaving Temp = 50.6 ° TD = 24.4 ° At 96F outside, Total A/C output from 21752 btuh to 24525 btuh is GOOD. At 96F outside, Total A/C output from 24525 btuh to 25591 btuh is MARGINAL. Sensible Capacity is from 16098 btuh Latent Capacity is from 3415 btuh Mechanical Ventilation is 4.4 % of blower cfm. =Heat Pump with Supplemental Heating Coils Data from performace charts btuh at F outside btuh at F outside to 19583 btuh to 5227 btuh Dry bulb increases by: 0.9 ° Data from load calculation 0 btuh at 72 F outside 17,338 btuh at 17 F outside <24273 v/ 0-5-2020� Wet bulb increases by: 0.5 ° 25000 -41— raw Loal Line and Performance Line 20000 i I 15000 I i i 10000 I I i 5000 i 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 Worsheel Manufacturer: JACOBSEN HOMES Model #: MCP-3577-M1887 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 (2017)/IECC (2015) rre/JdreU Uy LdOdlle mir JySICrrN .7/ /V/LVLV /i// /ICJ/IM 1 V0V1 VCV. J/tI� O"IV !lV/V/CJ RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,338 Btuh at 17 REQ'D BLOWER CFM: 828 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 17,841 Btuh at 96 Entering Air DRY Bulb: 75.9 Mech. Ventilation : 34 LATENT CLG LOAD: 3,485 Btuh at 96 Entering Air WET Bulb: 61.0 Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 667.4 CFM infiltration being 5.539 ACH (to be confirmed by testing) (5 ACH = 602 CFM) (3 ACH = 361 CFM) Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Operable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 175.7 7.0 19.06 0.0 0.0 0.00 Bath #2 86.9 3.4 1.25 0.0 0.0 0.00 Bedroom #1 161.5 6.4 10.17 0.0 0.0 0.00 Bedroom #2 121.7 4.8 7.63 0.0 0.0 0.00 Bath #1 54.2 2.1 1.25 0.0 0.0 0.00 Kitchen 112.5 4.5 0.00 0.0 0.0 0.00 Dining 90.8 3.6 35.78 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 803.2 31.8 75.14 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 649.7 58.8 0.0 Ceiling Supply of Cool Air 635.7 Private Kitchen 0.0 112.5 0.0 25.0 Floor Supply of Warm Air/Floor Return 65.47 Private Baths 0.0 141.1 0.0 40.0 Floor Supply of Warm Air/Floor Return 126.8 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 3.0 803.2 0.0 0.0 828 System Ventitlation Efficiency: 0 '0 0-5-2020 Ld � N �.% E MOD-1887 170 MPH — Vult (Ultimate) EXPOSURE D MRH = 30 FEET fi r w mpcq eoraun oan�.n, un/su . LWP9fE BT mfOb} w EliER6R OOC1i(S1 omrulm mrslc � n� oomth vwl. rt ro war. 'u e0 ems. um pl:mticr •cersavx. ®. mwxsy • PERIMETER AND MATING LINE PIERS ARE REQUIRED. *** ALL I -BEAM (CHASSIS) LOCATIONS SHALL HAVE PIERS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE LETELY ;' ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR PINDUCE BOTH THE SIDEWALL AND THE MATING LINE AREAS, AND TIE -DOWN SYSTEMS ARE BY OTHERS (NOT JACOBSEN). LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. AS WELL AS AT THE END OF EACH SHEAR SEGMENT. FOUNDATION PER FBC Ahn STD. ENGINEERING PRACTICES. * RAFTERS 16D O.C. WLaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C 6 d m® •zo[ O Oi N r N'' a s�3 o s3 ss3 Y♦N 0,, p0 OnN >a^N,a xf. Y—\p1 Ya �m N 2 _ �a%.. 9�h.n ell ��` cl R WI x•n oo��d .3.-nzz d z�z...® z�.-m a�z"m �RdgR R69�� pip '+YZ ZZ m �ZS n4 C�.S Y I�ti 5 5 n Y {Ir��SWyW,JI `y !�p M az i .N C p� X �x K• .I N Nf A GS K OO OO O G O O d N dam a � K ad 00 ad.°t yd y^ md>r N • m Om. On. pm. On SOH ZJZf�]\0mP ZZ \@ ZZ(3\me&Ip 13 I . � 13 1 . $ 13 1 •, $ o m� mfz ozo z^4 A- G1 11 3<31 PO, \�4' nr�2NN �a!43 zi Ss n�.. 4'�� n�ds3 000 One or Two story loading Jacobsen Homes - I matewall overhang Roof Dead Load = Roof Live Load = Floor Dead Load = Floor Live Load = Width of Box = Overhang Length = Wall Dead Load = BC Live Load = Wind Speedul.T = Wind SpeedAso = 15 psf 20 psf 10 psf 40 psf 9.875 ft 17.5 in 40 plf 0 psf Wind Speed = Exposure = Mean Roof Height = Wind Load (int) = Wind Load (ext) = Wind Load (OH int) = Wind Load (OH ext) = ASD coefficent = �� J2 0-5-2020' _ W MGT 170 mph 2F� OARTER D 30 ft -63.6 psf -91.5 psf -100.3 psf -128.0 psf 0.6 170 mph ASD Wind Load (int) = -38.1 psf 131.7 mph ASD Wind Load (ext) = -54.9 psf ASD Wind Load (OH int) = -60.2 psf ASD Wind Load (OH ext) = -76.8 psf MWF MWF MWF MWF MWF MWF MWF MWF Load Supporting Roof Only Duration Factored Loads Sidewall Matewall Sidewall Matewall Cd Dead Load 96 plf 74 plf Live Load 128 plf 99 plf BC Live Load 0 plf 0 plf Wind Load -276 plf -219 plf Ext Wind Load -383 plf -271 plf Dead + Roof Live 224 plf 1`73"plV' 195'pif 150 plf 1.15 Dead + .75(RL+BCLL) 192 plf 148 plf 167 plf 129 plf 1.15 .6Dead + Wind -219 plf -174 plf -137 plf -109 plf 1.6 Ext .6Dead + Wind -325 plf -227 plf -203 plf -142 plf 1.6 Load Supporting Floor Onlv Sidewall Matewall Dead Load 49 plf 49 plf Live Load 198 plf 198 plf Dead + Live 247 plf 247 plf 247 plf 247 plf 1 Load Supportinq Roof and One Floor Sidewall Matewall Dead Load 185 plf 163 plf Dead + Roof Live 313 plf 262 plf 272 plf 228 plf 1.15 Dead + Floor Live 383 plf 361 plf 383 plf 361 plf 1 Dead + .75(RL+FL) 429 plf 386 plf 373 plf 335 plf 1.15 .6Dead + Wind -165 plf -121 plf -103 plf -75 plf 1.6 Ext .6Dead + Wind -272 plf -173 plf -170 plf -108 plf 1.6 G �. PEL GENsF;LI,�O.. No 63802 * This item has been digitally signed and sealed by Michael G • sl, Tomko, P.E. On 10/5/2020 • Printed copies of this document are not considered signed and • sealed and the signature must be verified on any electronic copies ONA��04p �� Calculate Capacity of Strap Thickness of Strap = 26 ga Thickness of Strap = 0.0179 in Width of strap = 1.5 in Diameter of Fastener = 0.131 in Net Area of Strap = 0.0245 in Yield Strength of Steel = 47 ksi Species of wood = SPF Capacity of Strap = 691 Ibs Fastener:.131 pd fastener Capacity = 79 Ibs Duration Factor = 1.6 Capacity of Fastener = 126 Ibs Maximum Number of fasteners required to use the strap capacity - 6 fasteners Capacity of full strap = 691 Ibs Number of fasteners = 5 fasteners Capacity of strap w/(5) fasteners = 632 Ibs EL G T ii O` Q;. FW. * No 63802 • b S0 Will • This item has been digitally signed and sealed by Michael G Tomko, P.E. 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