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ENGINEERING INSPECTION
BY StLUciB 110' May 7, 2019 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: J SIN Size & Occi HWC Plan#: 25 To Whom It May Concern: Homes M1651 MCP-3247; SFD (M1651) ENGINEERING • INSPECTIONS CERTIFICATIONS 9 TESTING 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 faciory-built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The' Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) I Sincerely, IIILBOIi,LT, ,WERNER, CARTER. & ASSOCIATES, INC. Plan HILBORN, WERINER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584-8151 FAX: (727) 588-3343 / (727) 565-2392 1 (727) 557-Q447 Modukr Dip$ Inipecdan SECTION 553.800)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC, WVdlllllM/p LUMO14!G COMMONS: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. BCE: PLUMBING & ELECTRICAL,DETAILS FOR TESTING & INSPECTION RE12WENTS. SIN PPOAM13ON / F'OUNOMION: IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS. 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED 50 AS TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION WALLS IBY OTHERS1, ALL GRASS VEGETATION ORGANIC MATTER UNSTABLE SOIL (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILSI, OTHER DELETERIOUS MATERIALIST, ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETC... SHALL Be REMOVED FROM THE AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY PORTION OF THE STRUCTURE. ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMES. 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL Be COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT EXCEED 1/4" IN ANY DIMENSION. COMBINeD OPENINGS IN THE FOUNDATION WALLS SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SO. FT. FOR EACH 150 SQ. -FEET OF CRAWL SPACE (AREA BENEATH BUILDING), CRAWL SPACE ACCESS PER (,THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER IS REO'D BELOW THE BUILDING. ^"'ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE!FBC/FRC MAY BE USED. N LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE 3. THE FINIS ED GROUND LE L SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE GROUND LEVEL AT THE OUTSIDE BUILDING D G PERIMETER OR THAT THE SURFACE WATER DOES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE UNDER -FLOOR SPACE SHA LL, AT A MINIMUM BE AS HIGH AS THE OUTSIDE FINISHED LESS AN APPROVED GROUND LEVEL, UN DRAINAGE SYSTEM IS PROVIDED. 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE{ EACH END OF EACH SHEARWALL SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS, 5. THE -DESIGN- & CONSTRUCTION OFTHISBUILDING..REQUIRES. CONTINUOUS SUPPORT TO BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THe BUILDING AT THE PACTORY. THEREFORE, A / 1 MINIMUM 1 2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE M SYSTEM SIDEWAL & ALL MATING LINE AREAS SHALL BE SUPPORTED. FOUNDATION I L I 6. THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE A TIGHT FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL Be FREE OF KNOTS, CHECKS, SPLITS, BREAKS, AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL BE OF TREATED LUMBER OR OTHER APPROVED MATERIAL(S). 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96% DENSITY -PER ASTM D-1557. FOOTERS 12" BELOW VIRGIN SOIL AND BELOW FROST -LINE. 8. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBeD GROUND SURFACE SHALL Be 12 INCHES 1305m ) & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST -LINE. 9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS (INCLUDING STATE AND/OR LOCAL). 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR TERMITE INSPECTION 14 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 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 NEATER T&P DRAIN (ON -SITE). 4. TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/STRUCTURe [INCLUDING PORCHES AND OTHER LIKE AREAS), AS WeLL AS, ALL EXTERIOR AREAS THAT ARE LOCATE[) WITHIN A MINIMUM OF P-O" 112 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FOUNDATION SYSTEM AND/Oft ANY PORTION OF THE BUILDING/STRUCTURE OR AS ALLOWED BY THe FBC/FRC. 5. TREATED SOIL BeLOW THE STRUCTURE SHALL BE COVEREO WITH A MIN, 6 MIL POLY VAPOR BARRIER. TREATMENT SHALL BE DONE APTER ALL EXCAVATION, BACK PILLING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TReATMENT IS INSTALLED SHALL Be RETREATED. 6. NO WOOD, VEGETATION, DEAD ROOTS, CARDBOARD, PAPeR, TRASH, ORGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIPTEeN 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 SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REO'D. WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REO'D W/ IMPACT RESISTANT WINDOWS. FIFIFIE E 1-1 11H® 'g ❑„❑ SAFILL ETY P COURT, SAFETY HARBOR, FL 34695 ❑ ❑ ❑ ❑ 727-736-1138 D- THIS BTRU R MAY DE INSTALLEDW A 9SLOOD ZONES Gt NAMS: ORCOASTAL AREA. ER TO NOTE a DOW. 1. MODULAR BUILDINGS SHALL Be INSTALLED BY A CONTRACTOR CERTIFIED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS IDBPRI. 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY AND ALL REVIEW, APPROVAL, INSPECTION, RE -INSPECTION FEES AND/OR OTHER COSTS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE INCL. SUBS. 4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. 6. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. 6. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED ILOCATEDI IN "HIGH VELOCITY HURRICANE ZONES" - DADE AND BROWARD COUNTIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED AND CONSTRUCTED. JACOBSEN HOMES AND IT'S THIRD PARTY APPROVAL AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS, SHALL NOT BE HELD LIABLE, IF A BUILDING 15 INSTALLED INTO A REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO INSTALLED THE BUILDING, SHALL BEAR SOLE LIABILITY/RESPONSIBLITY. 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE T SHOWN. BUT ARE RE 'D FOR THE COMPLETION OF ANY ITEM INCLUDED NO HO Q I , N THESE DOCUMENTS THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART OF THESE CONSTRUCTION DOCUMENTS. S. PARTIAL SETS OF CONTRACT DOCUMENTS PLANS NOTES DETAILS AND SPEC'S 1 1 ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. �y/� TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. NOTE: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS "LIGHT -FRAME TRUSS -TYPE CONSTRUCTIONS AS REFERENCED IN FAC RULE 69A-3.01216). POSTING OF NOTICE SIGNIS) AS REQUIRED BY FAC RULE 6BA-3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY OF THE BUILDING OWNER. WA MNG: INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. AM"ON LOCAL BUILDING 09PANT.: THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT BEEN INSPECTED,& ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY BE REQ'D FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED ITEMS SHALL BE DETER E THE SO EXCLUSIVE MINED BY THE LJHA AND ARE LE AND RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. SITE INSTALLATION INFORMATION I5 CONTAINED WITHIN THIS APPROVED PACKAGE. SM MN : THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: 1. ALL SITE GRADING/FILL AND LOT PREP. (INCLUDING DRAINAGE). 2. THE COMPLETE FOUNDATION, TIE -DOWN, AND ANCHORING SYSTEMS. 3. TERMITE TREATMENT AND REQUIRED VAPOR BARRIER BELOW STRUCTURE, 4. RAMPS, STAIRS, AND GENERAL ACCESS (INCLUDING ALL ACCESSIBILITY REO'MENTSI. 5. BUILDING DRAINS GLEAN -OUTS TO PLUMBING SYSTEMS. , AND HOOKUP THE PLUM I) 5. ANY PORTABLE FIRE EXTINGUISHERISI AND/OR FIRE SUPPRESSION STSTEMISI REO'D. 7. ELECTRICAL SERVICE (INCLUDING FEEDERS) & CROSS-OVERS ON MULTI -SECTION UNITS. S. ALL UNFINISHED DRYWALL - COMPLETE PANEL FASTENING, TAPE, & TEXTURE. 3/8" NAILS - W O.C. MAX.; 5/8" SCREWS - 16" O.C. MAX., - UNFINSHED DRYWALL ONLY. 9. STRUCTURAL & AESTHETIC INTERCONNECTIONS BETWEEN MODULES/SECTIONS. 10. EXT. BIDING AND ROOFING NNCL BONDING OF METAL BIDING OR ROOP COVERINGS). 11. EXTERIOR WALL FINISH (ENDWALLS) AND SOFFIT MATERIALS (ENDWALL/PORCH AREAS). 12. WINDOW GUARDS, FALL PROTECTION, WINDOW PROTECTION AND/OR STORM SHUTTERS. 131. BOTTOM OF FLOOR INSULATIO BOARDMATERIALILL BE NOTED ON PLAN N/BOTTOM BOA NV I. 14. CROSS -OVER CONNECTIONS ((VAC), FRESH AIR INTAKE, AND BLOWER DOOR TEST. 15. AIR CONDITIONING AND HEATING SYSTEM (REFER TO FLORIDA ENERGY CALCULATIONS FOR MINIMUM EFFICIENCY REQUIREMENTS). INSTALLED ON -SITE BY OTHERS. 15. HVAC DISCONNECT WIRING BREAKERS SERVICE RECEPTACLE ETC_.. 17. ROOF COVERING AT HINGE C AREAS DRY -IN AND COMPLETION RIDGE/DORMERS ETC.... I I 18. GABLE END FRAMING WITH IN SYSTEMS. H HINGED ROOF SY EMS. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. 20. REUD GRAD BARB AND ANY OTHER ACCEABLE FEATURES THAT ARE REQUIRED. 21. ONLY WHEN NOT INSTALLED IN THE FACTORY, INSULATION AND REDD AIR BARRIER 22. HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE INSTALLED ON -SITE, BY OTHERS. 25. -BUILDING ADDRESS- AB REQUIRED BY I -DO IW10.1 ARE INSTALLED ON -Stir, BY OTHERS. 24. UNIT WILL REQUIRE COMPLANCE WITH THE FLORIDA ENERGY CODG -ITEMS-INSTALLED-AND-.INSPECTED_AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS EXTREMELY IMPORTANT THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. g 1. MEAN ROOF HEIGHT (HRH): 30 FEET MAXIMUM DESIGN WINO PRESSURES FOR COMPONENK 2. FLOOR LIVE LOAD: 40 PSF 0. ROOF LIVE LOAD; 20 PSF AMGADDING (PSF1: VLT, DESIGN WIND PRES, NOM. DESIGN WIND PRIES. 4. DESIGN WIND SPEEM 170 MPH - Vult (Ultimate) STRENGTH DESIGN STRENGTH ALLOW. STRESS DESIGN S. WWD IMPORTANQ IAeroR: Iw 1.0 PIN -WALL cAO LOADS SINOIZ WQmOWS ARIA < 2O SQ.FT. V0>d ARIA t 20 SOFT. Z Rlak Category: II ZONE 4. 6. WWD EXPOSURE CATEGORY D 86.65 PSF -93.96 PSF SISS P5F -66.58 PSF �. ZONED. 7. INTERNAL PRESSURE COEM MM, GCpi . 0.18 (EnC105ed) 86.65 PSF -115.95 PSF 51.99 PSF -69.57 PSF ( E ri ,6 g 8. DESIGN WIND SORES FOR COMPONENTS AND CLADDING PRES )PSF): PW .WALL CAC LOADS II O ULT. DESIGN WIND PRES. NOM. DESIGN WIND PRES. EXTERIOR -SWINO-DOOR E$�] STRENGTH DESIGN ALLOW. STRESS DESIGN 20 SQ.R. 5 ARIA 20 SO.R. 5 ARIA PR�ROOF �b� ZONE 4. Vult VO>d 82.75 PSF -90.06 PSF 49.65 PSF -54.04 PSF u ZONE I. 57.63 PSP -78.18 PSP 30.88 PSF -47.51 PSP ZOFUS- 82.75 PSF -108.15 PSF 49.65 PSF -64,89 PSF 3 ZONE 2. PSFPSP 29.98 PSP -82.82 PSF P. 8 49.97 -138.03 0 PW . W� DEC LOADS ZON12. 49.07 PSF -204.01 PSF 29.08 PSF -122.41 PSF SLIDING GLASS DOOR 20 S%FY. 5 AREA 20 SO.R. 5 AREA A DGWS ROOF OY6IIIIlNO LOADS ZONE 4. 82.83 PSF -90.14 PSP 49.7 PSF -54.08 PSF M J ZONE 2.-161.02 PSF -96.61 PSP ZONES. 82.83 PSF-108.23 PSP 49.7 PSP -64.84 PSF -270.58 P91 -162.35 PSF PW. W. CAC wIIDS PW . WALL CAC LOADS [. WALVSURNO FRENCH DOOR (DOUBLE) SO SO.". 5 AREA SO SQ.R. 5 AREA ZONES • 86.65 PSF-11115.95 PSF 51.99 PSF -69.57 PSF ZONES - 77.52 PSF -97.77 PSF 46.51 PSF -58.66 PSF 6UM STATE OF FLORIDA eulDDa „11VV��ff�� 2017 FRC 61H FDIIION 111EW48CAL; .A _d 2017 FRC 61H EDLIIIXi EIECDEICAI: Ul P, 2014 NEC 8 rUlMSD10: 2017 FRC •�•' 67A EDEIION `NE`O"' 2017 FRC 67H EDITION THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ). II.E., DADE COUNTY OR BROWARD COUNTY). 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 THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUD). APPROVAL INOMik❑\I❑ THIS DRAWING PACKAGE COMPLIES 05SCL't4s7 ON P�(a.t tSj ❑ ❑ WITH THE FLORIDA MANUFACTURED dl���af�*�RI�I���M Rom! R�e7b�a71 , BUILDING ACT OF 19" AND ADHERES COVER SHEET & NOTES 1 ,�IL U TO THE FOLLOWING CRITERIA: FLOOR PLAN LAYOUT 2 �� .C, E fYS •'• FLOOR PLAN OPTIONS 3 ♦�, • • �, COMPLRS W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 67HEDIDON ELECTRICAL CALC'S & NOTES 4 1114o 63802 ELECTRICAL LAYOUT 5 1• CONSTRUCTION TYPE V-B EXTERIOR ELEVATIONS 6 OCCUPANCY SFD EXTERIOR ELEVATIONS 7 • • l TOTAL NUMBER s •1 PLUMBING NOTES & DETAILS 8 1 I OF STORIES: POTABLE WATER SYSTEM DETAILS 9 •• � A, •. (` 170 MPH HVAC SYSTEM LAYOUT 10 IONA�- �1� WIND VELOCITY V.1t IUltimotel � 41811111101 O FIRE RATING OF SHEARWALL & SET-UP DETAILS 11 P� EXTERIOR WAILS O SHEARWALL CALCULATIONS 12 ® ° ALLOWABLE FOUNDATION LOAD DETAILS 13 InL FLOOR LOAD 40 PSF TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE I 3 AOOF LOpp 20 PSF TYPICAL CROSS-SECTION (OFF -FRAME) 15 . a a sEtsMlc LOAD o g Y This item has been digitallysi ned and sealed b Michael G Tomko P.E. On 5/6/2019 JACOBSEN M E. BURDHIrANE Printed copies of this document are not considered signed and P g MANUFACTURER HOMES ellDu2s IN 46su sealed and the ysignature emmust be verified on any electronic copies (s41264A74T HIGH VELOCITY N 0',!%cIE16YB&R<lAa7: HURRICANE ZONE JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR- FLORIDA PRODUCT APPROVAL Lam+ �I;1E91( FLORIDA ENERGY CALC'S & HVAC CALC'S I! PLAN NO.: MCP-3247 TRUSS DETAILS) Az THESE PLANS COMPLY WITH RULE 61-G20-3 ARFA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: FOR PRODUCT APPROVAL OR WITH REVIEW OF THE PLANS AND SPECIFICATIONS CONTAINED WITHIN THIS DRAWING STATE OF FLORIDA STATUTE 553.842 PACKAGE INDICATES COMPLIANCE WITH THE CODES REFERENCED HEREIN. CONSTRUCTION CALC'S FIGULIED PER R301.2.1.1 - MEMOA 2 RAISED SEAL (OR ELECTRONICALLY SEALED) . - SEr OF BUILDING PLANS ARE ON FILE PpPROVfO IN THE THIRD PARTY USTING AGENCY'S Digitally gned by: `� • J a Q OFFICE AS DIRECTED BY FLORIDA DBPR Michael G TOmko - - w is a DN l dCNl L !=MichaelG o 5-7-19 ,� THE MANUFAC[URER'S DATA SHEET ,f 1,g ; __', Tomko!email = z w AND THE STATE (DBPR) INSIGNIA, SHALL, BE PERMANENTLY MOUNTED TO OR I rr ,✓ Alol .nitOrll 0@trarnold.com C= tUSG-T.R.ABOUT THE ELECTRICAL PANEL (COVER!. / rjd and Associates ? P5 J) 1�Daf : 2019.05.06 14: cq R TER � REVISIONS dIZI(d To m ko,9:46-05'00' BY DATE C Cow INC. E SECTION 553.80I1IItl FS SPECIFICALLY EXEMPTS STATE APPROVED MANUFACT RD ImODULA RI 1627 S. MUM AW. BUILDINGS BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING A ISSUED BY THE PLORIOA OEPARTMERY OP >USiREll 6 PROFE6SwNAL REGUu ONS ID>PM CLEARWATER, FL 33756 ATresTS rHAr6rHe PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY AND POUND COMPLIANT WITH THE FLORIDA BUILDING CODE. (727) 58"151 COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION tIats.5-7-19 Pr;) t,i,2540-0565(M165TP1S IIUILOING IS NOT HUD I311.11ILDIING. AleprOxE21 �j SC�ti'I' S. P€=11�4'1.`,;w THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. APPRO7CI WE SQUARE FOOTAGE OF BUILDING: 363.33 SOFT. LMNG ARFA Modular Ruildtng Plans m * r DESIGN WIND SPEEDS: 170 MPH - Vult (Ultimate) Il 131.7 MPH Vasd (Allow. Stress Design) USE THE DESIGN OF Vasd . 160 MPH. EXPOSURE C. MRH . 56 FEET IN THE CONSTRUCTION MANUAL FOR THE DESIGN OF Will 170 MPH, EXPOSURE D, MRH • 6O FEET. MSODOOM PACMG% e,16 /rlda License No. SNIP-42 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS, THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL. THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. © COPYRIGHT 2019 A DRAWN: D.W.H. CHECKED: M.T. DATE: 4/22/2010 SCALE: bne• . i-0• SLEET: I OF 15 WEC: EXpO>ure D DWS: 170 MPH MODEL: MOD-1651 o� WHEN FOUNDATION SYSTEMS ARE DE810NED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL COPYRIGHT © 2019, JACQB9rN HOMES, SAFETY HARDORRE , FLORIDA, ALL RIGHTS SERVED. NOT DE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. )mko, P.E. On 5/6/2019 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERISI - INCLUDING ALL EXT. RECEPTACLES 4 LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WEE" (WEATHER RESISTANT). JO-47 7116" RATED SHEATHING -ONESIDEONLY OFASTEN RATED SHEATHING W/ MIN. -16 GA. STAPLE @ 4- O.C. MAX. 3 FLOOR / WALL / CEILING - 0.131" x 312" NAIL @ 7.44" O.C. MAX. OR 2 ROWS @ 14.88" O.C. MAX. STAGGERED MIN. (3) -DOUBLE 1 1/2' x 0.0217" (26 ga.) x 24" STRAPS W/ (10) 0.131"X 1 12" NAILS (EA. END) MIN.3 FLOOR JOISTS BELOW WALL 11-101/2' 41/2' 5,-C. 41/2' P42' 25-4 3/4' - RECEPT TWO HIGH ONE LOW IN CARNET 19'-11 3/4' 1 _5 5/8' U� RECEPT ONE HIGH ONE LOW IN CARNET I �Ile RF� 241/2' X 60 1/4' - - - - - 30 1/2' X - 30 1/2' X 121/4' - 36 a M 2 DINING III L only 1 I/ 71 -- IL--_-�- PREP r 46'/ I II Ci' r Ix \ SAR11/ \ A ��Ilt 0' FLOOR OLIT LET . 0 Q E `3 1 p yD U COD. PD DR. I L- ana . H �n _:a _ _ _ 7YCX�7�6'L 14 \ _ W SGREEN- % N JCIZA � \ \ T IV./PIL D '_ o M \ T.v�Px-`- - -\- ---- - W�'o3 60 high 0 ° CD o Y� / \ M ZHZe�-ID /xxx FAN PREP N I 3U O WyOjO C � / 0� 10N / �wrc,vm .DNOZZ �LLLL�� 2 LIVING RM. OI 53 1 PRFFP M 1 SP 14 SOLID FUEL BURNING FIRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL,127 LIGHT AND VENT CALCOLATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA RED'D PROV'D REO'D PROV'O PASS / I NAME ISO. FT.1 ISO. FT. 1 ISO. FT.) Iso. M. ISO. FT.I FAIL BEDROOM S1 at 6.48 13.36 3.24 7.12 PASS BEDROOM /2 110 8.8 10.91 4.4 5.71 PASS LIVING ROOM 155 12.24 26.52 6,12 13.92 PASS DINING ROOM 71 5,68 52.58 2.84 26.74 PASS and the signature must be verified on any electronic n ex4nm,o � • 4 1/2' a� 8'-9 5/8' .. 7-6 3/8' 6'-6' 17 1/2' X601/4'---- GRESS #1 PREP MINI SPLIT �60t NB I /28'-6' FAN PREP. 1 1200 \-REDRO131M #1 _ as %\I aA1LL I MH 6J PREP 60 �1? h T.V/PH BEDROOM #1 161' 27'_p FAN PREP.) x w W Q N 0 �W Ud o ul N O mQ ul o� 26 3/8' ;� °� f M OV3 W Ova � a Je� aeva f �O 7A I U, ode �Q I xx 3 I I FOo�3 Z,NO z Z-a I I � � Q= J r•N QNUWN I1yl Oa y�j��O I M0.90 I �m¢^LL 7A I I ` 1-0 ^ I �LLLL�� �301/Y X 60 1 30 1/2' X 60 1/4 30 1/2' X 12 1/4' 241/Y X 60 1/4' 24 1/2' X 60 1/4 �• V-8 3/8' 4 11'-11/r � 15-0• 4 22'-11' 22'-6 7/8' 29'-10' 35-0' 7116" RATED SHEATHING -ONE SIDE ONLY R OFASTEN RATED SHEATHING WI MIN. -16 GA. STAPLE @ 4" O.C. MAX. 32'-4 1/2' 35'_6' -. FLOOR/WALL/CEILING-0.131'x.,I 'NAIL 97.056"O.C. MAX. OR2ROWS @14.112'O.C. MAX. STAGGERED MIN. (3) -DOUBLED 1 12' x 0.0217" (26 ga.) x 24" STRAPS WI (10) 0.131' X 1 12" NAILS (EA END) MIN.3 FLOOR JOISTS BELOW WALL 14'-6' I 6'-3 7/8' 10'-3 5/8' 41/2' 41/2' 41/2' 35'-6' LEGEND - FLOOR PLAN SYMBOLS 42 OR :I! 12° OR 14• RETURN AIR DROP ITYP3 I© 12" DUCT RISER LOCATION ITYPI I I AIR HANDLER LOCATION ITYP.) SHEARWALL O SHEARWALL DESIGNATOR (SEE TABLE) �1 COLUMN LOCATION (SEE TABLE) ©0 ® 11 7/8-, 14. OR 15 7/8" RIDGE BEAM uur oaO SMOKE ALARMS IWALL 6 CEILING) f of COMB. Co/SMOKE ALARMI91 53 COLUMN SUPPORTS DESIGN WIND SPEED: 170 MPH - Wm: IUmxw:•1 ❑ MAXIMUM. MW HEIGHT 106^ MEAN ROOP HEIGHT IMRHI: JD FEET DESIGN ROOP LOAD: 20 PSP EXPOSURE CATEGORY: D COL COL 6TUD ERG. BLOCK 6PA.N COM5INED UPLIFT COL COL. STUD 6BRG. LOCK SPAII COM51NED UPLIFT NUM. TYPE NUM TYPE TRU99 OR IPEETR IPOUND51 OAD NUM. TYPE NUM TYPE TRR IFEETI IPOUND51 2 2 2x4 N 10.583 4866 ❑$ 0 0 O N 0 O 2 2 2x4 N 10.585 0 O 0 N 0 3 3 2X6 N Ms" 4866 0 0 0 N 0 0 14 2 2.6 N 10.583 0 O 0 N 0 0 O O N 0 O ❑7 O 0 0 N 0 O O 0 0 N 0 0 O 0 N 0 4❑ 0 0 0 N O 0 ❑8 0 0 O N 0 0 O 0 0 N O 0 O O N 0 JACOEISEN HOMES MCP-3247 17D D MCP-3247 30 © 5/612019 (WIDTH) (HEIGHT) (HEIGHT) (USA) (HEIGHT) $HEMWALL n A - 57.44 PSF u O )DESIGN SPECS: 5 = 19.07 PSF L 3 p C = 38.2 PSF :TEE°is ... .1 1 axe �o- D - 10.91 PSF W MENTS. DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O 345 PLP O O PLP OVERTURNING FORGE: OVERTURNING FORCE: 3085 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 2 318 PLP O PLP OVERTURNING FORCE: O OVERTURNING FORCE: 2955 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 3 204 PLF O O PLF OVERTURNING FORCE: OVERTURNING FORCE: 1835 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O215 PLF O PLP OVERTURNING FORGE: O OVERTURNING FORCE: 1937 LBS 0 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 BUILDINGl5TRUCIURE. Tlex I1erAlu AxD nwrr♦ Ala: e0rrmnOlAL AID PROPIOL•TART wTeuus. YHE CpOIIRs D' TNIS DRAwg1 PACRASe OOttIAa DDa�ml:xrtAL ANWOR P1ovaE0ED D00101AnaN AM aRAUT11D10ao w , ca►r9a, Dactnxwq aR DnTxmunON aF Tla PAcw4 ox ANr w TNe mN1ENn DartADm TNamy a anarnY rRo1NBIreD BY .ucoeSel xa¢� Aw wr x maAwna. Isle wTeuALs ARe PROVIDED TO THE RECOMMIT POR SPC=gG PURPOSE& ONLY AND SRALL NOT BE SCANNED, COMM OR OTN611Yt8E REPRODUCED AMM DISTRIBUTED W OTHMN P'OR ANY PURPOSE WR11WT EXPRESS WRITTCI AWHO RAT/ON FROM JACOSSCI NGMCS. THIS OMWDW PACKASB AND ALL ITS CONTENTS ARE TIE EXCLUSIVE PROPERTY OF JACOBSEN NOMM ALL IS1N11 RESERVED. CO►M*M 20% WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS L(SO. AREA ISO A LIGHT PROVIDED FT.) VENT PROVIOED I50. FT.) fie 15.872 7.789 0 3a 9164 7.789 0 40 9.643 2.12 1.08 60 K 14.435 5.41 1.74 66 15.872 3.82 1.74 12 2.935 7.789 0 409.645 4.1 2.19 s4 12.991 060 14.435 6.68 3.6618 4.372 3.331 0 30 x 27 6.529 3.9 1.73 30 x 40 9.645 8.44 2.SZT 30 X 60 14.435 8.84 4.6r 30 x 64 15.393 9.52 34 x 34 8.206 7,789 0'� 36 x 18 4.372 7.789 36 x 40 9043 6.71 4 36 x 60 14.435 10.91 3a % e 4.914 7.789 0 72 x 13 8.511 13.491 0 DOOR SCHEDULE DOOR SIZE W % L AREA ISO. PT.) LIGHT PROVIDED (SO. FT.) VENT PROVIDED 1". FT3 38 x 82 21.65. O O 38 x 82 21.659 4.7391 O 38 x 82 21.639 5.7 0 72 x 80 40 32.54 16.06 tOB % BO 5T.162 48.8/ 24.09 IJ: td am @9 H6, - - f m ox + 6 m Dm mB�< 0 0 Oa @9 Oa m a F rt m ti m O m LNm i i _ v -0.2- O j O_o 0 _2 O'o o O 8 W 00 N _ OUUI rc o a O N 0 3 O m oaw O u O o ',4 ',A; Gamma �Dj. IS �maF W O;Omo� uFj Z O O RI 30 m D. iOOn 'OOn m w om a m ®3 Oi ON a F.. �zg0 1Dm avD OyOm®N °=a z a 0 i n H a 3aza FLOOR pL4N MOM: I. SOME ITEMS SHOWN MAY BE OPTIONAL. 1. FOUNDATION IS INSTALLED ON -SITE, BT OTHERS AND 15 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. 5. FOUNDATON VENTILATION IS 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, BY OTHERS. 8, 5EE FLORIDA ENERGY CALLS FOR MIN. HVAC SPECS. 9. ANY PORCH SOFFIT IS INSTALLED ON -SITE, BY OTHERS. 10. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS [MAT BE 'FLIPPED° SIDE TO SIDE AND/OR END TO END - OR BOTH). ®� Il. DIMENSIONS SHOWN ARE ACTUAL FLOOR SIZE; EXT. SHEATHING, SIDING, ETC_ ARE NOT INCLUDED. 12. HITCH MAY BE LOCATED AT EITHER END OF BUILDING WITHOUT ANT RE -APPROVAL OF THESE PLANS. 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 FLR. SYSTEM (JOIST SIZESI CHANGES - SEE COSTR. PKG. 14. SEE NOTES 4 L 5 [SITE PREPJPOUNDATION) ON COVER o 63802 �i4OR va0111 �0NA� � 0' ® 0 N W nyQu iZ L BIARDGILL•AV1� molAR7, IN 44SM 19412640745 YLL p REVISIONS Q BY DATE AREA RESERVED FOR LISTING AGENCY AN')PROVAL STAMPS: DRAWN-. D.W.H. NECI® CHECKED: VwB PpPR01� DATE: 6./21Mo.OrtaD."'D xn • O . 5�19 NO DW1.4•S1®toe SCALE; aneB•7 3 JAHCaOu1B ® E99EN : MCP-3247 : COPYRIGHT © 2019, JACOBSEN HOMER DAFWT HARBOR, FLORIDA. ALL IUGHTI RESERVED. 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERISI - INCLUDING ALL EXT. RECEPTACLES 8 LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR"[WEATHER RESISTANT). This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies THIS PAGE_ NOT USED -RESERVED SOLID FUEL BURNING FIREIACE: WHEN INSTALLED. FIREPLACE SHALL COMPLY WITH UL-107 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA REO'D PROV'O REO'0 PROV'D PASS / NAME ISO. FTJ (S0. FT.) ISO. FT.) I50. PT.I ISO. PTJ PAIL BEDROOM 01 81 5.48 13.36 5.24 7.12 PASS BEDROOM 02 110 8.8 10.91 4A 5.71 PASS LIVING ROOM 153 12.24 26.52 6.12 13.92 PASS DINING ROOM 71 6.68 52.5E 2.84 26.74 PASS ANY ATTACHMENTS TO THIS STRUCTURE SHALL RE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE TNFtI Ff1Wf FC flNRfl TRIG Af Iff .INrM1-fill IfT1 RiF LEGEND - FLOOR PLAN SYMBOLS (D OR ;I( 12" OR 14° RETURN AIR DROP ITYPJ 11 12" DUCT RISER LOCATION 1TYPJ N I AIR HANDLER LOCATION ITYP.I SHEARWALL OI 5HEARWALL DESIGNATOR ISEE TABLET �1 COLUMN LOCATION ISEE TABLEI ©®® 11 7/8", 10 OR 15 7/8° RIDGE BEAMU [[y� lAt� uvO SMOKE ALARMS [WALL A CEILING[ COMB. Co/SMOKE ALARMIS) SSSPg COLUMN SUPPOIDS DESIGN WIND SPEED: 170 MPH - VWI WIN-0 ❑ MA%IMUM -OFHOB• MEAN RDOP H[IGHT IMRHL SO FEET DESIGN ROOF LOAD: 10 PSF EXPOSURE CATEGORY: D COL NUM, LOL TYPE STUD DRG. BLOCK OR TRUSS SPAN IFEETI COMBINED UPLIFT LOAD [POUNDS] COL. NUM. COL TYPE STUD BRD. BLOCK OR TRUSS SPAN IFEET7 COMBINED UPLIFT LOAD (POUNOSI NUM. TYPE NUM TYPE ❑7 O O O N O O ❑5 O O O N O O 0 0 0 N O O O 0 N 0 O O 0 N 0 0 O 0 O N 0 O 0 0 O N 0 O 0 0 N 0 ❑3 O 0 0 N O O �] O 0 0 N 0 O O O 0 N O O O O N 0 ❑4 O 0 0 N O O ❑8 O 0 0 N 0 0 0 0 O N O 0 0 O N O O$HMRWNALL N N A = 57.44 PSF [DESIGN SPECS: IKO B = 19.07 PSF exWlsGPop efis1eD' 3 o C = 39.2 PSF AT THE EACHR� END OF ALL sHEAR- � -� D - 10.91 PSF ALL ENT.. DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 343 PLP 0 PLP OVERTURNING FORCE: `5 OVERTURNING FORCE: 308S LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 8 PLP 32 0 PLP O OVERTURNING FORCE: 6 OVERTURNING FORCE: 2955 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 204 PLF O PLF O OVERTURNING FORCE: % OVERTURNING FORCE: 1835 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 215 PLP O PLF 4 OVERTURNING FORGE: $ OVERTURNING FORCE: 1937 LBS O LBS WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS WINDOW SIZE W x L AREA ISO FTI LIGHT PROVIDED ISO. PT.I VENT PROVIDED ISO. FT.I 18 x 66 1SS72 7.789 O 18 x 38 9.164 7.78E O 18 x 40 9.643 2.12 1.08 1B x 60 14.435 3.41 1.74 18 x 66 15.872 3.82 1.74 24 x 12 2.935 7.789 0 24 x 40 9.643 4.1 2.19 12.98] 0 0 14.435 BE. 3.56 V 4.372 5.531 O 5.529 3.9 1.73 9.645 S.44 2AS 14.435 8.84 4.61ft 30 x 64 16.383 5 34 x 34 8,206 79.62 .789 0� 36 X 18 4.372 7.7B9 O 36 x 40 8E43 6.71 3 36 x 60 14.435 10.91 3. x a 4.914 7.789 O 72 x 13 8,511 13.491 O DOOR SCHEDULE DOOR SIZE W x L AREA ISO. FT.I LIGHT PROVIDED (50, PT.I VENT PROVIDED (SO. FT.) 38 x B2 21.639 0 0 38 x 82 21.639 4.7391 0 38 x 82 21.639 5.7 0 72 x 80 40 12.54 16.06 108 x 80 57.162 48.81 24.09 rc Q Q dm� �<v S u < =o ® o= z LL I G H m � � a � a " z m a D a a o Z ¢uo < w aim a o FLOOR ��99 yy3Aa��z�y r�yy/Vgg 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 RECD FOUNDATION ARE ON -SITE, BY OTHERS, S. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, 6 RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED By OTHERS 8 INSTALLED ON -SITE, BY OTHERS. S. SEE FLORIDA ENERGY CALC5 FOR MIN. HVAC SPECS. ®�. ANY PORCH SOFFIT 15 INSTALLED ON -SITE, BY OTHERS. 0. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS (MAT BE -FLIPPED- SIDE TO SIDE AND/OR END TO END - OR BOTH[ 11. DIMENSIONS SHOWN ARE ACTUAL FLOOR SIZE1 EXT. SHEATHING, SIDING, ETC... ARE NOT INCLUDEO. 72. HITCH MAY BE LOCATED AT EITHER END OF BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. �13. TH15 PLAN MAY BE CONSTRUCTED AS EITHER AN ON - FRAME OR AN OFF-PRAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE FLR \^A� SYSTEM (JOIST SIZES( CHANGES - SEE COSTR. PKG. 14. SEE NOTES 4 6 5 ISITE PREP./FOUNDATION) ON COVER. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPR0Vep 4�.. D ww 8 �l ITC MPH J 5-7-19 ? wlA.ldO NO In *0 PEET �fI W ,A O E9 N I 40 P9 �N MCP-3247 Pyyov OgRTER S COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL Gth EDITION .10 ,G E Ngli� o 63802 •: OR► ,,._�0 N ® D • � QCQ Qi Too 1. IVARDTIR AVE� I2 L W 48314 1V414) 2640745 i REVISIONS Q 11Y DATE A A A DRAWN: owJl. CHECKED: M.T. DAM 4/22/2019 SCALE: aneR . r-oB SHEET- 3 OF 15 WEE: E.P.B.- D DWS: 170 MPH MODEL: MOD-1651 TIRE =T? AND PNOM ARC Cp rwemnwL AID MOMIRTARY IMTODA THE DDITENT6 OF TNIS DMWDI! PACKA@E CONTAIN CONFDORW. ANDIOR FRIVDC@ED OPOAINTION ANY IIIAIIIXOR® U5 . COMNIN DISCI.O@DRE, M DISIRIDVTON a THIS FACIGSA OR ANY OF TR Comm CONTADED TNORIS, IS @TACKY FltoHmMew BT JACODSCII HISES AND WY BE UN AWFUL THESE 9AT RIMS ARE PROVMW TO THE RGCOM MT FOR 015COW PURPOe3@ ONLY AND SHALL NOT BE @CANNED, GOPIm, OR OTHERWISE Rt3TR0ISK® ANDAM DISTIOBUfED TO OTHERS FOR ANY FIAVOSE 104 O CI S WIDTTCH AVTONZATWN FROM JACODSEN HO9EL THIS DRAWDM PACKASE AND ALL US CONTENT@ AIR THE ENCLUIpIM PROPERTY W JACOBSEN HOMM ALL IOSHTS Rt31ERVED. CDrff44 T SOW COPYRIGHT Q 2019, JAC059ON HOMED, SAFETY HARBOR. PILONDA, ALL NGHT9 RESERVED. NJECMM WAO C®a GON 14S o , P.E. On 5/6/2019 1 copies of this document are not considered signed and and the signature must be verified on any electronic copies BUILDING SIZE: 917 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 REWD) 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: 917 x 3 VA 2751 VA TOTAL VOLT-AMPERES: = 2751 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 4500 VA LAUNDRY LOAD: 1 x 1,500.00 VA 1500 VA TOTAL VOLT-AMPERES: = 6000 VA 4. NAMEPLATE RATING OF ALL FIXED APPLIANCES (IN VOLT-AMPERES): CLOTHES DRYER: = 5800 VA RANGE: 9600 VA COOK TOP: • O VA WALL OVEN: 0 VA MICROWAVE OVEN: = 2400 VA DISHWASHER: 1580 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 (IN AMPERES): 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 x 8 AMPERES 0 AMPERES TOTAL AMPERES: 5.5 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 - (A) THRU IF) - IN VOLT-AMPERES): A. 1009 OF THE NAMEPLATE RATING(S) OF THE AIR-CONDITIONING AND / OR COOLING [VOLT-AMPERES): 1 x 14400 x 100% = 14400 VA LARGEST B. 100% OF THE NAMEPLATE RATING(S) - OF THE HEATING WHEN A HEAT PUMP IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING IVOLT-AMPERESI: 1 x 12000 x 100% = 12000 VA C. 100% OF THE NAMEPLATE RATINGISI OP 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 BE CALCULATED UNDER ANY OTHER SECTION IN 220,82(C1 NOLT-AMPERES) 0 0 x 100% = 0 VA D. 100X OF THE NAMEPLATE RATINGI91 OF THE HEAT PUMP COMPRESSOR AND 65% 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 100% • 0 VA HEAT FOR THE TOTAL CENTRAL SPACE HEATING LOAD MOLT -AMPERES); TOTAL LOAD (GD): 0 VA E. 65% OF THE NAMEPLATE RATING(S) OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED UNITS (VOLT-AMPERES): 0 K 0 x 65% 0 VA F. 40% OF THE NAMEPLATE RATING(S) OF ELECTRIC SPACE HEATING IF POUR OR MORE SEPARATELY CONTROLLED UNITS [VOLT-AMPERESI: 0 x 0 x 40X 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 ABOVEI: TOTAL GENERAL LIGHTING / USE CIRCUITS 12): 2751 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3): 6000 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCESI4): 25010 VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS (51: = 660 VA TOTAL VOLT-AMPERES (COMBINED TOTALS 2-5 A50VEI: = 34421 VA B. TOTAL COMBINED LOAD (FROM 7 ABOVE(: 34421 VA FIRST IOKVA AT IOOX: - 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: • 24421 VA 9. FIRST IOKVA AT IOOX: • 10000 VA (FROM 8 ABOVE) 24421 VA - REMAINDER AT 40X: • 9768.4 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: • 19768.4 VA 10. TOTAL COMBINED LOAD (FROM 9 ABOVE(: 19768.4 VA TOTAL HEATING AND AC LOADS (61 - LARGEST OF IN THRU IN: 14400 VA SUBTOTAL: = 34168.4 VA SUBTOTAL DIVIDED BY - VOLTS: / 240.00 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: • 142.37 AMPERES 1 ELECTRIC SERVICE PANEL 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 IFIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) 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 B. 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) IS NOT INSTALLED WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMLIM AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE IFIXTURE) 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. 12) 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 DOFF" 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.- - 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) THAT ARE INSTALLED ON THE WALL AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN OF 6 INCHES BETWEEN THE LUMINAIRE IFIXTURE) AND THE NEAREST POINT OF A ACCORDANCE WITH THAT LISTING. STORAGE SPACE. 7. ALL WIRING IS NM GABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN-, 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(SI, SHALL BE CONNECTED ON -SITE CABLE-, OR CORD -SUSPENDED -LUMINAIRES IFIXTURESI, LIGHTING TRACK, PENDANTS, OR CEILING - WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED /INSPECTED AT THE FACTORY, AND 6 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY -THErLOCAL _STALL LUMINAIRES-(LIGHTING-F-IXTURES)-LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP --AUTHORITY-HAVING JURISDICTION. LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 110-9 OF THE NATIONAL ELECTRICAL CODE INECI. BY A CERTIFIED ELECTRICAL CONTRACTOR (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED (ON -SITE, BY OTHERS). ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE 11. ALL 120-VOLT, SINGLE PHASE, 15- 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, DENS, FAMILY ROOMS, CLOSCT6, HALLS, DINING ROOMS, KITCHENS, LAUNDRY ROOMS, & OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) 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. 12. TO PROVIDE PROTECTION THE BRANCH CIRCUIT. 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. ALL SMOKE ALARMS SHALLLL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY ONE ALARM 30. PER THE 2017 FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 759 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 75X 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. 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON 150 AMP MAIN PANEL THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL .... THE HVAC 15 512ED AND INSTALLED DN-SITE, BY A QUALIFIED, STATE CERTIFIED, COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC). ELECTRICAL CONTRACTOR - 19PECT11 BY LOCAL JURISDICTION 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-21 CIRCUIT. 1201240 VOLT IMPORTANT: READ AND UNDERSTAND 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 LDUKI NININNN SERVICE PANEL MAIN BREAKER CAPACITY: 142.11 AMPRERES SERVICE PANEL, MAIN BREAKER 51- - AMPRERES GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED mom 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: 46 IAWGI COPPER WITH A WEATHER PROOF (WP) ENCLOSURE ICOVER), THE INTEGRITY OF WHICH IS NOT EFFECTED 1 OR 2 ADDITIONAL 1" CONDUIT DROPS GROUND IMINIMUMI INSTALLED PER NATIONAL ELECTRICAL CODE WHEN AN ATTACHMENT PLUG 15 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, 16, & 16 ON SHEET 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE 2 INCH DIAMETER C� RIGID METAL OR RIGID LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN ire 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 ISO Aw •�,�► LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, �,y L.,tR,�y �`S �^ .� R.5.16-i{t�.�4�Aji )U e7 RM AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: RECEPTACLE. THe SERVICE PANEL MAIN BREAKER SIZE MAY BE INCREASED FROM THAT SHOWN HERE. IF 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS THEBREAKER SIZE 18 INCRBwSeDr THe WIRE 912E9 1 ROUNDING AND ENTRANCE WIRE51 SHALL _ PROV°N^ O0NBe 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET INCREnseD TO THe CORRECT Slze BASEDWITHIN oN THe CURRENT NEC THAT 15 IN EFFECT ATTHE BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE TIME. THIS IS ON-SITEBY OTHERS ANDSHALL ]9 SUBJECTTO INSPBCION AND APPROVAL BYTHe LOCAL AUTHORITY HAVING COUNTERTOP. JURISDICTION.BASIN r05-7-19 ° 23, LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET N BO FEETSHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. �0w � „�.,� 150 ,AMP RIE BACMIC SOMICE PANEL CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT �41' •u• �GENSF $e o 63802 700 L "M1101Y AK UKRWI IN 46514 1.411. 0 REVISIONS Q BY DATE DRAWN: D.W.H. CHECKED.- M.T. DATE: 6/6/2010 SCALE: 5/16• . 1L0• SHEET: 4 OF 15 WIC: Exp°BurG D DWS: 170 MPH MODEL• MOD-1651 11 L7. T1RRC DETA AND FLAt♦♦ ARe CDIlIDENnAL AIO FROFR2T WTnn. • THE D011TMR OF THIS DIUWIIIB PACRAK COMMON COf7IDE1RlA1. ANWOR FRMI!•BBD u7aoun°N ARY IR1AIlTINJRDDJ) USE COFYIN% INSCLOWtU, OIL DpTRmUnON OF Tl0 FACKABE, OR ANT OF THE CONTENT• TANT EB THO ^ IR RT T FRONIenro BY JACOBRBI INR¢R AND 1111Y BE UNUWFIR. HERE IMTWALJ ARE CpPYRSGHT (C)2018, JAC059CH HOMe% YAFBTY HARBOR FLORIDA, ALL RIGHTS RESBRV6D. FO PROVIDED TO THE KMC7MWr R RFeaaF1Arow ID ONLY AND HALL NOT BE WAXPIM COR OTxDIWTRO PED, OPMPX XW ANOM OlRTRIBUTED TO On OM FOR ANY PURPOW V4THOUT e10RGRe WIEnTEN AUf11010TAT=N r ID JACOBRBI NON THIS OMWDM ►ACTUJe AND ARC ALL m CONTENTS ATHe EXCLU111Ve PRQMrrr OF JAOD&M l N ALLL WWM ReReRVeO. GOFTN 20IR ELECTRICAL SYMOLS LEGEND RECEPTTAGLes TYPICAL TYPICAL TYPICAL 110 «T 340 VOLT 130 SWRCHES $ t> YPICAL ELECTRICAL PANEL ® THERMOSTAT O CIRCUIT I IG CLUT DESCRIPTION) 1 SMALL APPLIANCE - ARC FAULT JUNCTION BOXES OF FLOOR FLOOROF COM>INANON NdOR[/CO SUOXE AIARN mRIC0.980x NOxOXNEI RIMY ww� -0 �-uTRxr RCONNtGTEO AWM•v ECEPOP SIWLTAnEOUS ACMATION P<• TELEPHONES PREP. OPT. TCLEVIDION PROP. IV ALL TN/PHONE PREPS ARE OPTIONAL ,UII AND IN9TALI.EDTIN1THOUT REIEAPPOR 2 - SMALL APPLIANCE ARC FAULT OVA AND FAULT 4 SMALL APPLIANCE - ARC FAULT PW-OlR[SCENT LIGHT C-R SURFACE MOUNT CEILWD PAN FAN PREP EXIT SIGN PROP. EMERGENCY LIGHT PREP. aimRECESX TTPIW.LY REOVIRED IN COMN[RCSLL APH.ICANONS ONLY B ERAL PURPOSES GEN-ARC FAULT B GENERAL PURPOSE -ARC FAULT T GENERAL PURPOSE - ARC FAULT INTERIOR INCANDESCENT LIGHTS EXTERIOR INCANDESCENT LIGHTS M'eTOL MIATHER RESI .,ST � REQUIRED) STANDARD POSITIONED RECESSED GASKET WALL MOUNTED EITHER SYMBOL MAY BE USED F GHT COMBO. M FAN - NO LIGHT H V- B) y SWRCX[S M B00 CPLU 1 SWRG 08 D. CM 8 GENERAL PURPOSE - ARG FAULT B GENERAL PURPOSE -ARC PAVLT 10 RESERVED - CIRCUIT NOT USED 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED UWR"(WEATHER RESISTANT). REOPT TWO HIGH ONE LOW IN COU z3 TO BE LOCATED BY LICENSED HVA1-/FI EIETRITAL CONTRACTOR [IRIS 15 ON -SITE, BY OTHERS). REaFT ONE HIGH ONE LOW IN CARNET DINING I�Fi 6F1\I"' WIN I �FII6 SFI I I/ 71 -- L--- `-_ _ 10Y _ /4r i II i rlll6� \ 5 ARM/ 4 WT 1 FLOOR LET D ,-�w rpm wp 5 SIVR N. K 60 5 ) 5 FAN PREP, 1/0 LIVING RM. 153 ^ IDOKI SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONW: 1, IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDAI SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL. 2. wrm3aIGG -ALL 1M6YC.T GDIILE HIAGq »- AID Sa AISERE RRANOI fD1CRIS SIRILYDIG ounsn Y ALL GDDRODYS IIVDY ]BOYN, DENS, PAMD.T RODINN GIOSCTG, HALLS. DUOS ROOM/, S OMAN ARw SHALL M PROIEMM ED BY M ,RPFART CYOUIT BIIDIDAfCI COYDMTYM TfrE INSTALLED - P,EOYmO PIIDR6D0R Q THE, MAIIOI CIRPRT. 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 'HUSH' BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED (IN ACCORDANCE WITH THEIR LISTINGS). S. ANY ADDITION OF A POSSIL-FUEL-BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). ELECTRICAL CIRCUIT SCI*OULE DREAKDR NO ME I. CIRCUIT I NONENCUTURE CIRCUIT I ]CIRCUIT DESCRIPTION] IAMPERE51 ICW [CIRCUIT DESCRIPTNUN) 1 RESERVED - CIRCUIT NOT USED NA NA yl RESERVED - CIRCUIT NOT USED 12 RESERVED - CIRCUIT NOT USED NA NA 22 NESERVED - CIRCUIT NOT USED EXT. RECEPTS IGFCII GFCI - 2G 121 2B HVAC IHEATING/ACI - BY OTHERS ♦ DATH RECEPTS IGFCII GFCI - 20 12-2 24 SMOKE ALARMS DNTENCONNECTED/API 11 WATER HEATER 2P-20 12-2 25 RESERVED - CIRCUIT NOT USED IS ELECTRIC RANGE 2P-40 D-> 20 RESERVED - CIRCUIT NOT USED D OPT. DISHWASHER - ARC FAULT/GPCI AP/GFCI-15 14-1 2T RESERVED - CIRCUIT NOT USED 1B PT. GARBAGE DISPOSAL - ARC PAUL F 'GFCI- 1 14-1 30 RESERVED - CIRCUIT NOT USED iB LAUNDRY (WASHER)- ARC FAULT F/GPCI - 2 13-2 2B RESERVED - CIRCUIT NOT USED 20 LAUNDRY [CLOTHES DRYER] >O to-B >O RESERVED -CIRCUIT NOT USED SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL. 6 #1 7I7' BEDROOM #1 60 7NO 7 ] 'S 7 1 / 9-6' FAN PREP. 1 d 15Y 7 I 24 200 AM? \ \ \ / 7A I __ EL ,������ 1 V 6FI 60 h10 24 7 15 32 32 7 c-\ \ im WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. EUG7 M MOMS: 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 BEEQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 8. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OFT E BUILDING SHALL Be PP D H N LL a e0 I e WITH A WEATHeR PROOF IWPI ENCL05URE ]COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES 15 PEETI 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 112-2) CIRCUIT. 12. PAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. .�� THE HVAC IS BRED AND INSTALLED ON -SITE, BY A WALIFED, STAR CERTIFIED, (7ELECTRICPL CONTRACTOR - INSPECTED BY LOCAL JURISDICTION. MAN PAIEL IWw IMPORTANT: READ AND UNDERSTAND ALL NOTES ON THIS SHEET AND SHEET > OF 11, 1®/Ip MUOMUN SERVICE PANEL MAIN BREAKER CAPACITY: 1♦1.17 AMPRERES C/ SERVICE PANEL, MAIN BREAKER SIZE: 150 AMPRERES m HCRR Ino�l roFPER G MA�LENINVM INST tL DmsT tL D THE SCRVICe Pp EL MAIN BREAKER SIZE MAY PtRrt IUILRLELGtl3GELG} B//'//� BEINCREASED ROM THAT SHOWN NHRE.IPAND ED4LL60 9[C N0TE4 4 te, [ t01 O SHE BREAKER SIZE ISINCREASED, i EWIRE FOR PUTUtE USE IZES [GROUNDING AND ENTRANCEWIRES] SHALL x Mu[ BE INCREASED O THE CORRECT SIZE BASED NTHE CURREI.NGT NBC THAT IS IN EFFECT AT CARgTIME_ECT IS ON-SITE,ION NY.-UNG AND 1� AAAP .OIAw6lTcovPeK -PER lac >ro.1ElnMTHELOCAL AUTHORINSPITYTHAVING O URISDICTION.APPROVAL YELECTRICAL. RISER DIAGRAM 0'`/ I. TOTAL NUMBER OF CIRCUITS USED = 19. * TOTAL NUMBER OF STD. BREAKER SLOTS USED = 2� (NOT INCLUDING DUAL OR PIGGY BACK BREAKERS) This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MY fPfi T.V./PH / 6 60 hlgh I REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 11 A DNB -FAMILY DWELLING AND EACH UNIT OP A TWO-FANILY DWELLING THAT IS AT GRAD �\ 7A 6 I V LEVEL, 1. PAT LEAST ONE RBL[PTACLE OUTLET ALCBDBIBLE A BADE LBV LAND NOT MORE THANE LOOK] // B Ire FBUT ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DVELLING. N/ \ ( IF TH15 UNIT 15 TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR q 161' fi I I OUTLETS TAT GRADE LEVEL) SHALL Be INSTALLED ON -SITE, BY OTHERS. _p FAN PREP.) I 131 REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LI5TED WEATHER PROOF AND/OR WEATHER RESISTANT COVERISI - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 7A i LOBw 2. ALL RECEPTACLES INSTALLED ON THe EXTERIOR OF THE DWELLING UNIT SHALL Be n LISTED FOR SUCH USE AND SHALL BE LABELED WR°(WEATHER RESISTANT). BEDROOM #1 I 110 I HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 6 fi 6 EGRESS 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 15' OF THE HVAC EQUIPMENT IUN[TI. 1HI5 REQUIRED RECEPTACLE SHALL Be INSTALLED ON-SITe, BY OTHERS (BY A CERTIFIED ELECTRICAL CONTRACTOR). 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF° POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE DTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. '• �CAEN`SF o 63802 26 A� * -7 NIS v ONAL ' ® ra • O �€ �t ]00 1. BFARDSI2Y AK [IRIU�, a 46514 IV41 354-0'/4S SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY Be WALL OR CEILING MOUNTED 3. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS Q IIN ACCORDANCE WITH THEIR LISTINGSI. AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED IBY OTHERSI. 1 ANY ADDITION OF A FOSSIL-FUe L-BURNING HEATER OR APPLIANCE, OR AN ATTACHED 4. THE HVAC UNIT & REQ'D. ELEC. IS SUPPLIED & INSTALLED ON -SITE, BY OTHERS. THE SIZING GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM AND INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM, AS WELL AS ANY REQUIRED Q WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICENSED, ELECTRICAL CONTRACTOR AND IS SUDJECT TO INSPECTION AND APPROVAL BY -1 LOCAL JURISDICTION Q HAVING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER SIZING AND INSTALLATION OF THE ENTIRE BUILDING, BEFORE ANY PRVPR IS SUPPLIED TO THE MAIN O LOOK] ELECTRICAL PANEL OR ANY PORTION OF THE BUILDING. 13. CEILING PANS SHALL BE INSTALLED 50 THAT THE BOTTOM OF THE BLADeS TO THE FINISHED FLOOR LEVEL WILL BE BO INCHES MINIMUM. CEILING FANS HAVE BeEN INCLUDeD IN THE ELEC. LOAD CALCS 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 NATIONAL ELFCTRiCAL CODE I-— 16, FOR "ON-PRAMEx MODULAR PLANS, THE MAIN ELECTRICAL PANEL SHALL ALSO BE BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT 15 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 ILICENSEDI ELECTRICAL CONTRACTOR ION -SITE, BY OTHERSI AND ARE SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND H WIRE SYSTeM) FROM THE FACTORY. IT IS THe ReSPONSIBMTY 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. REVISIONS BY DATE AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: DRAWN: D.W.H. CHECKED: M.T. PpPROVFO «� PB. Y-e PHM o DATE: 616)2010 Z' DFMP.0 0 wmM y wD P 5-7-19 xR.WM.mG NO scnlE: aneo.lwR N FEET Jwf1COOS5EN W N P.,MPIaINau® 1 U o POP MCP-3247 ti 13 Pur.ual PA. F� 5 5 TIESE DEMOS AND RN)!• ARE CplIDlMLLL AND P,DR,UUT MATERALG. THE CONRMiG OP TWS DMWDIS FAOKAGE CODADI CONPDBKRAL AID/( r."E USED OGORMTIRL ANT lRWTIIIORIICD USE. EDIT aS DYC GSM[. OR DYTRYVRDN M THY PACKAGE, OR ANT W THE WNTEIRS CONTAINED THER IN, Y STTOCTLY HtOHmITED DT 44CM-M HOED AND MAT BE ISRAW THESE MAT ARE RRP/DW W TIE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCARED, COMM OR OTHERWISE PU PROPJC® ANDIOI DISTRIBYiED TO OTHER PON ANY RRFOSE \YITNOIR EIPIRM WRZITC! ADTNOWATZON PROM JACOBSEN MUDS. TINS DRAW010 PACKAM AND ALL DG CONTENTS AM THE EXCLMVE PROPZMT W JACOBM NOMM ALL RYHTS RESERVE0. CO►f10O1T OOY OOPYNGHT © 2010, JACOBSEN HOMER, SAPETT HARBOR FIANDAN ALL RIGHTS RESERVED. 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. E GN POOF PNGL i� PL MPY'1V,UM C 1� C TYPICAL FOUNDATION FOUNDATION DESIGN/CCNSTRIICTION ON -SITE, BY OTHERS AND 1S SUBJECT TO LOCAL CODES AND INSPECTIONS. 7:7.36' TYP. STEM WALL FOUNDATION SHOWN - OTHER FOUNDATION TYPES MAY BE UTILIZED. 16' X 8' TYPICAL VENT ELEVATION NOTES: PERNENGINEEREDTIDESIGN ROOF VENTILATIONON FOR w 6"® This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies FOUNDATION VENTILATION ELEVATION NOTES: jERS SUBJECT TO LOCAL CODES Loow � �Loaa SEE CROSS-SECTION FOR AND JURISDICTION. 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. ACOOSONFIFTJ—]L SWATION MOM: FOUNDATION IS INSTALLED ON -SITE, BY OTHERS B. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. ■ ❑ Homos AND INSPECTIONS. VENTS. EITHER OF THESE METHODS MAY BE USED 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 2. SOME ITEMS SHOWN MAY BE COVERED BY OTHERS. SEPARATELY OR IN COMBINATION, 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL SITE ITEMS MAY VARY, NOT COVERED BY THESE 9. ROOF OVERHANG (EAVE) 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. 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. ENGINEERING FOR SITE ITEMS, BY OTHERS. _10EF],�.y K�g� `�nNeo�rr �� 1CA•A\'N�f1Ri� �'�VIti, PAC 1�1E�Ky SAFETY HARBOR, FL 34b4S is. 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY 19. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE B7 OTHERS AND MAY BE RELOCATED FROM SHOWN. RE -APPROVAL OF THESE PLANS IMAY BE "FLIPPED" DESIGNED AND INSTALLED BY OTHERS INOT JACOBSENI AND 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO ENDI, ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL OF EXTERIOR MAY BE CHANGED BY THE BUILDING 12. FOUNDATION VENTS ARE TYPICAL ONLY, ALL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS. .y 7'2-726-»3S WHEN FOUNDATION PLANS ARE DESIGNED B7 OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCYISI 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. �� �GENSF 0 63802 %�1ONA%"� ® 0 2 2 s �G � T00 e. DTIRDhIFYAVH DKHAe, DJ 4esu I941264A • REVISIONS °0 BY DATE AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: DRAWN: D.W.H. CHECKED• M.T. - nNK DN PPPROVfo ��". '"m°'"" DATE: eieilato ..�. NO SCAM:WJACDKOUCg NMMHEET:MLP-324] 3-7-19 T DL _ AND R ARE CDN•mOITDY, AND NRD,IlQTART 1OITEIOAI.N, TIE NRCIIN DP TIIIN DM•MIIN PAOKANE ODNTAIN DAlIDEMRAL ANDAM PRIV6ENm DO9IONT ART INNRIglO2m IVA COPTIIIN, DL0.DW t! q DDTI®YIION M T PACK"% M ANY M TD: WNR CW TA TKMUM4 IN &Tr=LY'FORIDIRD DT JADDDtBI NO P A! WY W I AM TPJG MTGgAI! M PROVmED TO TQ REOVIDNT POR NPGCPIO PIIRPONEN ONLY AND NHALL NOT DE NOANNGD, COPIED, M OTPRNINE RUIODIkT:D AHDAM M=5V1W TO OTNGIH MM ANT W WRNDUT OONI:M WRiTII! AVMORQATWN MM 14 EN Wg THIS DMWDNI NAOKMC AND ALL M ODMWM ARE THE EXGE K VC PRGMff Dr JAODDNEN � ALL RINNTS RENGRYM CO►TIDOHT 2" COPT 014T © 2019, JAC05GEN HONED, GAPE" HARBOR, PLORIDA, ALL RIGHT* RMERMD. 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. Hp1.e ftppF P 0.", -E. PL1' MPx,MpM ppP yLpPE 1R C !IIIIII���IIIII! p !IIIIII����IIIII! .�i1i II�1�11 IIIIIII�ii�1 C � YPES MAY BE UTILIZED. 1V X B' TYPICAL VENT ELEVATION NOTES: FOUNDATION VENTILATION SEE CROSS-SECION PER ENGINEERED DESIGN ROOF VENTILATION FGIt w"W"0N FWNDATION VENTIATON ELEVATION NOTES- OTHM SL C TO LOCAL i. DI 0� SU[IIECT TO LOCAL CODES SEE CROSS-SECEON FOR AND JURISDICTION. This item has been digitally signed and sealed by Michael G u Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ,,i:,; ,glo 63802 I Ar 1pnW � NOTE- THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS wune OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. k'COOSON1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. AND 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. VENTS. EITHER OF THESE METHODS MAY BE USED 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 2. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SEPARATELY OR IN COMBINATION. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ■ ❑ ® HJWS SITE ITEMS MAY VARY, NOT COVERED BY THESE 9. ROOF OVERHANG (EAVEI 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'I 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. 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. Dlow[ 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. 1S. ENGINEERING FOR SITE ITEMS, BY OTHERS. ❑ ❑ ❑ 6Q� �G,y�nT `.Oy Tom.' Rv+►+.� ILI S,FETY.�Ha�,AIIMOR, FL 34695 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY 19. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE BY OTHERS AND MAY BE RELOCATED FROM SHOWN. RE -APPROVAL OF THESE PLANS (MAY BE "FLIPPED" DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO END) ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL OF EXTERIOR MAY BE CHANGED BY THE BUILDING 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTHORITY. TO IS ON -SITE, BY OF 9Z.7-736-1138 PARTY APPROVAL AGENCOY(SIEALONG WITH THEOARCH( ECTIRRORED AND//OR ENTHOUT GINEER NEER OFATHEOVAL IGNEDPBYYVOTHERS, JACOBSEN HOMESOANDAITSNTHIRD(LATION WHENOFOUNDATOON PLANS ARE DESBUILDINGPPLANS SHALL L NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. AREA RESERVE) FOR LISTING AGENCY APPROVAL STAMPS: PpPROVep D DYN< ° 170 MPHCD Dwo�wuv. 0 5-7-19 ? W.. No ZIn°O FEET •v.uvw tam JACOBBEN ��� W .uwP.ml® HaMes !L Q O PB<• ��1yCP MCP-3247 O RTER a' COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL GtH EDITION A10. z W C � a DIOUM, IN 465M IW41 R649143 CIDCIIOiD• M.T. DATE: eieY2ole SCAIF: aHe^ - 110D Slim - I OF is VVEC: EXp.-re D DWST 170 MPH MODE(.: MOD-1651 THESE =R AND R AIR VDNF=KR AND lROiRRTART YATmA THE ODIRQTR w THD DMw IACRAR C m CONPIDBRW. ANDA111 PDVALR9 O!'OIDIATDY ANT Lwmn� mr, ODRYDIR. DmmoKwA DC DDTR0IRIDN w T RACRARE. OR ANY M TRC COMTEHTR CONY Tlftm O ATDCM1T TTOMOTTED CT JAWOREN 11°IRR AND WY w IRuwFA. TlesE YATWAIs ARC COPYRIGHT © 2019, JACO59CN HOMM GAPETY HAR501% PLORIDA ALL RIGHTY RESERVED. PROVDCD TD THE RI!GUnM r011 DRGPIC PVI1RORER ONLY AND RNALL NOT CE RCANX• COPED. OR O KCRWRR RCPR P ANDMR OYTRDYT® TO OTMERS M ANY MQGP C W THWr EXRRERi WMITCH AUTHDIID-ATDN TROY JACOOREN HMI(EL TM DRAWING ►A E AND ALL M CONTEM AIR THE EXEUNIYE PROPERTY OF JACOCREN 1101li ALL D*HTw RLREIMM COTTOOHT 2= PW 1NG ➢ 07IS: T : 1. THE DRAIN/WASTE/VENT (DWV) SYSTEM SHALL BE CONSTRUCTED OP MATERIALS LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ASS OR PVC PIPING. 3. TUB AND/Oft 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. 5. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH INCH 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 ION -SITE, BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. 8. ALL PLUMBING FIXTURE5 SHALL HAVE A SEPARATE SHUTOFF VALVE. S. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERSI AND SHALL BE SUBJECT TO LOCAL APPROVAL, J 3° VENT THRU ROOF (SEE PLAN FOR LOCATION NOT REQUIRED ALL PLANSI SCALE: Ws J 1 1/2" VENT THRU ROOF OR LISTED AIR ADMITTANCE VALVE (AAVI OR JOIN W/ 3° VENT TUB " W.G. WET VENT W.C. T 3" d oTUS ORML-I �$ SCALE: [7175 10. INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE I 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. 5 WITH . PIPING RUN LENGTHS GREATER THEN THEM MM 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 PBX, POLYBUTYLENE, 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 12WP 148.e 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. J 1 III" VENT THRU ROOF OR LISTED AIR ADMITTANCE VALVE (AAV) OR JOIN W/ 3° VENT SHOWER r(P. .S"® orma SCALE: WS 1 1/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) TUB 1 1/2° r6P. WO OMM 2 SCALE: WS DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP (INCHESI SLOPE 11NCHES PER FOOT) DISTANCE FROM TRAP (FEET) 11/4° 1/4° 5'-0. 11/2° 1/4° 6'_0. 2" 1/4° 3° 1/8° 12'-0. 4° 1/8° 1610° TABLE P3105.1, FROM FLORIDA RESIDENTIAL CODE J2" VENT THRU ROOF 2" LAV. yyi�pp(( ®1D°A SITE INSPECTIONS AND TESTING IS REUD A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS ArM THE BUILDING 15 INSTALLED oN-STIE tMIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTENQ, ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE AL ON-STTI: CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM AL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 Or THE rLORIDA CODE This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies / 1 1/2" VENT THRU ROOF OR LISTED I 1 1/2" VENT THRU ROOF OR AIR ADMITTANCE VALVE 1AAVI I V LISTED AIR ADMITTANCE VALVE J WAV) OR JOIN W/ 3° VENT LAAIV. WASHER V 11°1 Is IAV. 09% p$ SCALE: MS 1 1/2" VENT THRU ROOF OR LISTEDVI J AIR ADMITTANCE VALVE (AA KIT. SINK 1 1/2° PS SCALE: NM o WASM DMI 08 SCALE: WS AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: �GENS`F s 0 63802 * 4. PpPROVf� RR°GPM FRS 170 MPH �.W..._ � J Z 0 5-7-19 NO ID Ul 30 PCCT wv.Kuti ms Z W JACOBGBN ~ 10 PSF �� HOME9 0 MCP-3147 � OV ' I I�•A .ate.'°.,A. °.e°m °TA,e ....0°e° FR DARTER V' COMPLIES W/ 2017 FLQRIDA RES. CODE, INCLUDING ALL 6th EDITION ►��0NA� ,f ® 3u N z 84 2 0 � O W t� 700 L BFADDSIEYAW EW WT, IN 465M (94)161-0145 )DRAWN: D.W.H. CHECKED: M.T. PATE: 4/22/2010 SCALE: ,LO. SREEEET: ® OF 15 WEC: E.P... F. D DWS: 170 MPH MODEL: MOD-1651 TeyU DGTAILD AND IIJ I ARC NTYIDKMTdI A/O IROF NIT YATKIOALL THE CONTENTS OF THM D IY FACKADD CONTAIN CONFIDCNit11 ANOP:II FRIVACICD DDOIDNTTON ANY ID/AITIIOR® USA COFIT/I% DMC1_o tt% M DATKWTION OF TO FAOKADq M ANT OF THE WNRNTM CONTAD® THMM, o DTIOCTLY PROHIDlTEO BY JMb0IC1 NpRD ANO WY SE DNLIAM THM MATFAAII A11D PROVIDED TO THE RCCASNT FOR DFCCTtG WRIODCD ONLY AND DNAL NOT BC DCAMMED, COKM OR OTHEII O KCPROOVCCO AND/ON DLTKIDUTIED TO OMM FOR ANY MOOIC WITHOUT C>D'16ID 100IUTIMN AUTIO=ATWN FROM JACCt$M HONCL THMI OMWDM PACRNB AND ALL TT1 CONTCRTI AIE TH I EOCU IIS'C FKOFGSTY OF JACDOOM HOMM ALL ODHTD Rl! tl* I . CO►MR 2M COPYRIGHT © 201D, JACOBYEN HONEY, SArm HARBOR ROIUDJ, ALL RIGHTS REYE11VE0. 4 1/C IAV ara• h 3/4• SHOWER MLET S-8 i/8• 1/! y4• - POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL BE TYPE "L COPPER, CPVC, CROSS LINKED POLY- ETHYLENE OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL CODEIS). 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LINES. 3, THE WATER HEATER SHALL HAVE A SAFETY PAN WITH I INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 4. THE WATER HEATER T&P RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, BY OTHERS). 5. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL Be INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. 6. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOPP VALVE. 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH mI WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL. 8. WATER SUPPLY PIPING INSTALLED 1N ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. ImI ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL Be INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTH12RSL 1'INLET H 9. WATER SUPPLY STUB UPS TO BE 1/2" 10. ALL SUPPLY "CROSSOVER" (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL Be SUBJECT TO LOCAL APPROVAL. 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 12. WHEN PROVIDEDi ALL FIXTURES FOR SHOWERISI, TUBIS), AND/OR TUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 12C• F (480C). 13. ALL LAVS SHALL Be CONTROLLED BY AN APPROVED MIXING VALVE. 14. EXTERIOR rAUCET5 HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE MANUFACTURES INSTRUCTIONS. EXT. FAUCETS ARE INSTALLED ON -SITE, BY OTHERS. 15. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HASj, �I JURISDICTION. Q��\7 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copi s v3 3 <v �zaiaH� mu�FOJ 0 0 i F ��Ii3Fm �NoiHIv o I-L�=Otxi O QON v �S wauuc.00w i�azmxc 3m- c �'� 0 az�m? SITE INSPECTIONS AND TENTING 15 REQ'D A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE F,LORIDA CODE. LOOK1 �o uc 3 �ooiw 3� zLL- £oHz_ a; -na -oz a3aF �a ,'nf x0 a�zw Daa 3 wm p' ¢ipc i-u �Zo uiiHn Qa z H ¢^,ox u°Ica A aoo =a sV 9 uHc�z ==v== v=LL 30d 9 �GENS��y� Alo 638021. ; e - i, et NAl- ffff11111110�R ® z S= o= 7001. NUIROSDIY AV! LIKE", IN *IM � I94) 20 Vl 5 a RE1/1SIONS p I BY I lan 0 0 AREA RESERVED FOR I.101W AGENCY APPROVAL WAWS NUxwrvne I D.W.H. pPROVf CHECM: M.T. pRpmamAlmp v-B p�wp, P O ,oyN,NR, �I.m,Pa Z• pHor2amN rnuMuon DATE: 6/6/1019 J7i Y,➢b NUDn �" ORvv� 5— 7-19;No 5/16° • N mOT µpip, :U FEET JpCOBSEN ��� W Rani .o sr ruarArnm Homes f— SFIEEh V1a•F IIO OSP MCP-324] Ql FA 'nnuuT o¢�v,c eTp TNE/G DRAM MD PLANS ARE CONrDCNTIAL AND �ARY MTCRIAIµ THE OpRENTS Cr THIS MAWDIR PACKAYE CONfAD1 CONP'DENTIAL A1DI011 PRIV6CPED pTOD1ATTIM ANT INMRNOIDaD OAC, COPTDA, DDNSDRI A M DLTRINURgI Or THOI FAWDE, M ANY OP TIE CONTEN 0 CDNTADIO THERED% A YTRRTLT FRDMOtICO BY "OwHO AND YAY BE UNLAWPIR. THESE WTEWI. ARE PROVmED TO THC RCCD'EKT roe YPECD']O PURPORER OKLY AND SHALL NOT W DCANKM COPIm, M ODERIYIRC RHRDOIICED ANOM DISTR00f® TO OTHM MR ANY PYRPM VnTHouT MOVIE" WRITTEN AUTIIMIIATM PRIM JACOB M HOMES. THIS DRAWING PACWE AND ALL RY COMM MC TIE Ol0.0YM RRORRfT M JAL01IS81 NDITJ. ALL RIDHTY RrJ6M0. CORIOMR 2010 COPYRIGHT © 2010, JACOBSON HOMEY, GAPE" HARBOR FLORID,% ALL RIGHTS RESERVED. SUPPLY CEILING REGISTER 8 SUPPLY DUCT DIAMETER I21B SUPPLY REGISTER SIZE TYP. RA TRANSFER (RETURN AIRI GRILLS 6 TRAN5PER DUCT m (FOR BALANCED RETURN AIR SYSTEM( OSEE PMC 601.4 (EXCEPTION 11. 8 ALTERNATE: GRILL MAY Be INSTALLED THROUGH THE WALL IN LIEU OF THE CEILING AS SHOWN. RETURN CEILING REG15TER 6' 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTH ERWISE SPECIFIED ON THE PLANS. 2. INTERIOR DOORS SHALL BE UNDERCUT V ABOVE THE FINISHED FLOOR FOR RETURN AIR 5 A 3. RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 4. COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. 5. BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. •. HVAC EQUIPMENT SHALL DE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE(8) PROVIDING 20 CFM FOR EACH OCCUPANTO 60 CFM 0 EACH R FOR WATER CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IB REQUIRED TO '*® DE INSTALLED ON -BITE, DY OTHERS. qqq 7. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REQ'D RECEPTACLE 15 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 CODEIS)j ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. 36 V" 11-10 1/2' 6-0• 41/27 �+//nl!�\�c yyyyyy�� N019S: �E1/ ■y��y� UW : a. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF R-6.0. 9. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OP THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-8.0 OR AS ALLOWED BY THE FL. ENERGY CODE. �® 10. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. ii. ANT AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. 12. SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR m� COMPLETED ACROSS THE MATING LINE AICA191 OF THE BUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO INSURE THAT TH15 WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. 13. OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE w/ FMC. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. 4 1/2' 6-9 5/8• 7-6 3/8• 1rt---241/2'X601/47------301/2'X401/4•--tj--301/2•X121/4't-361/2'X601/4------- I 00 I I EGRESS DINING 11 �I� PREP MINI SPOT I D/W I J 71 L = ,— 60. 1H NB PREP IN I I I I np 1 Q �< II�'�II I u---� I �mll+-�I I I BEDROOM #1 j O I r N x I U :II I 81 7 —_ I TANKLESS ;500—(L OR L _ PREP • X 76• - A - L ct _ — WO SCREEN— — BEDROOM #1 110 Qe " LIVING RM. PREP; 153 54 I I I I #2 � RT_� PREP 301/2' X 601/4• 301/0 X 601/4 30 1/2• X 121/4' r4 14-6' 6'-3 7/8' I- 6• 41/2• 41/2• 35-6• 241/2• X 601/4• 241/7 X 60 10'-3 5/8• W-6• i I - - - 41/2• NNNUM REQUaw 9QUIPME x ONO: ❑❑❑ 1 PROGRAMMABLE THERMOSTAT 15 REQUIRED TO BE INSTALLED. REF R TO THE INCLUDED FLOR DA 2 THIS APPROVED DRAWING IPACKAGEG FORALCULATIONS MINIMUM SPEWPICATIONS.H IN ALL ❑„I CASES, THE MINIMUM EQUIPMENT SPECIFIED SHALL BE INSTALLED. FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCESDF THE TOTAL DESIGN CFM FOR THIS BUILDING [REFER TO APPLICATION ENOINEERINo FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY j uRm CALCULATIONS - ATTACHMENTS] MAY RESULT IN AN UNBALANCED SYSTEM. A MANUAL-78B FORME ARE DFDtrtD-n TO BE COMPLETED BY A LICENSED ,�` HVAC CONTRACTOR ONCE THE BUOYING IB INSTALLED ON -SUE TO INSURE THAT THE AC/HEATINO EQUIPMENT IB PROPERLY SIZED (THIS 18 REQUIRED •• AND IS ON -BITE, BY OTHERS - NOT JACOBSEN HOMES). 4. CROSS -OVER CONNECTIONS IHVACh PRESH AIR INTAKE, AND ANY REQUIRED TESTS (DUCT TIGHTNESS, BLOWER DOOR, EW TSHALL BE COMPLETED ON -SIT! : T-T, DY OTHERS, BY QUALIFIED PERSONNEL -Q s3802 if This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 ��� • .* O {� •.•' �j Printed copies of this document are not considered signed and ,1 sealed and the signature must be verified on any electronic copies ® a z � B= z .7 u i �tt 7O0 L BTARDMAYE I94I20 Li17a w i JACOBSEN HOMES MCP-3247 no D MCP-3247 30 © 5/612019 (WIDTH) (HEIGHT) (HEIGHT) (USA) (HEIGHT) • * 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) "VAC SAC 1Jd YOLFJI SOUR FUEL INSTALLED, F6 FlRELA� • * • ANY REQUIRED TESTING (BLOWER DOOR IRg1l ¢V �,�j7\I, WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 AND/OR DUCT TIGHTNESS] SHALL BE COMPLETED BY A LICENSED HVAC CONTRAETOR ONCE THE BUILDING 15 INSTALLED ON -SITE (DIV-SITE, BY OTHERS]. MTB DUAL• AHD RNI• AIR OONI IINT1AL AND IROIRRTART MATEIMALIL TIC` CONTQIT• - T 0_U ►ACRAR' CONTAA CONImENTIAI AID/GII IRVIIL•Pd OTOIDIATDN ANT UNAVI11010ZCD U•E, CO•TDI•, DNVAG E, OR DDTWUTION W THA IACM•q DR ANT OP TR CONTENT• CONTAD® TIIEREA, Y •rWMY PROfWTED DY JAEBEGM RAC• AND MAY BE UNLAMNNL, THESE NYMI9DN• ARE PIIOVD)ED TO THE RCCVRNT FOR NECPIC PUION" ONLY AND •RALL NOT BE WANK= COPIM OII OTRIIE • RBROAICm NWMR DYTRRUtCO TO OTNW FOR ARY PUIVAB WOHWT OOIRM WNTTEH AUTNIIDTATION PROP JACOD•M HONER TM DMWUI• IACKA•E AND ALL to DOW EI/T• AIR TIE EW LWM PROPERIT OF JACOMM HOIC•. ALL R•NT• REREIIVEL COPTIDMR 2010 0 I *SIONS BY I DATE Al DRAVIM• D.W.H. CHECI®• M.T. DATE: 6/0/2010 SCAU: BHD• - I'D- SHEET: 10 of is WEE: ENP..... D DWS: 170 MPH COPTRIGHT © 1019, JACOB2eN HOMES, SAFETY HARBOR FLORIDA, ALL RIGHTS RESERVED. WAMING: INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY OUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT iN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT 15 VERY IMPORTANT THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/AOEQUATELY 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 .e Put AT wTlx. INST e e 1TM FLAT AT Re• oc. LINE Fort''a a nxs:� :rTDAON ee FORTE SHiL.ewo IN AT ALH" 'T A HINGED TRUSS SYSTEM 15 INSTALLED Teucee N6rAu .x A L Sec IDH6 ON THE STRUCTURE. HINGED TRUSS SYSTEMS D P<wNeL AT wLL Frt:ixD "_MDeR6 No oLDE'E.c ft m ALL BeAMD a ED. AN. "R'c-LOIbo..� ARE OPTIONAL, HOLE IN 1-THING 11. Roo NTILATION xttw-oo>' ATTA 1=M Ts 9HeATHINo INSTAL_ ON THEEzreRloa oP TNe irtu g CD I SITE I.IisruLED RDVD �pU� _ 6WInO ARN (xlnGeo IN.POsI TO FACTORY N TRANS Re ROOF INTOP.B'TION ARM IHlrN B E'. vo6n�ADDwnro INTO v THREE AL (FDOESl ICI csPoST. FACTORY InsrALteD 6xesrNtno Irornij oN-- 4=1 r IN-. sx� AND AT TYP. HINGED TRUSS DETAIL INS REQ-D ON NON -HINGED ROOF SECTIONS) "AxIMUH SPACING O 11DIA E TRUSSER. TYP. HINGED TRUSS DETAIL C6\ [N� REDO E� ROOF SECTIONS) ����111���� P+''e SWOON �a � N� la �'1•i®� SCALE: 1/41 ES 11A" ��� SGILEi 1/4"' c iAAn W NOT OYTALL I.V. AND/OR 3SRRRIH DO2A@ 1ME MDOAM BOLT LCMTN BY 6. TOO) TO 3/4• GAP TO NET DIATALL LAM AMDIOR TMIEYH BOL DIM ®DGI11R 4 TR JOIAT -SNRL PI . PGIDERR JOYTFAIIDP r r DOLT\ DI TIE ClNER N OP THE MEMBER EKES RSE TID MIDOPY BDLT 1LNST11 BY Y Yllpl HERaPTYxAL P7 IS, PeRDEIER JOYnIATWB PMCIEYe TND IDOSA W LaIFIN DT Y MOM R•.Ne E ]E wA9w[Rsl 49VTL__ IHL•,.R,Mr�J®TNTIA.I"gr,BCIs ueTAT uP[ oISID>O,w.Le4 exE L000[R eo DITEN wpxtl AN �n p M QNIER V> °F M IODEI O� sW[TH >t •.e �sN9G ITVt• WA9HCrte1 SILL PLATE O TO A�GAN >� REQUIRED a ve BYv S7"*" )nor sxowx ron eLARrt'rl FLOG. 6Ysre"s To.e R L Ix e^ obe .c Max. FASTENED TO ETH[ft WITH >a OO MnX Ns[ R• WA4H[Rel [ STALLMWYOD SHIM INSTALLED AT uv Tow >O ANGLEL �rRAPs F >3• q SINGLE[ Iwt2 P.T. x4Y DG SUDsrTTUT[D � E / D LOCH' DOR Lw� BY LL T11 O GON TO w `iM`-'. NAIL> oN A% rvo Hn181.e P� LeD%'R='D l rx[He L TIGHT AH TO DNIB=I w F oTinT IIo TorwU R e srR s neOUI w Mi iDINT FOUrmgnoH oN s E, BY DTHE.S - FASTEN EACH a.e IOR - es UEDGER a.r ARe AxDID FOR ...... APS Ix .I-' oR Wtt STEMS ANN'.L PLATE BOTH SIDES) TO uD LounoN. xcnewse uo LENGTH F AND Fort GAPS w SYSTEMS FouND4nON ON site, BY OTHERS THE LDtno sTRUCrWe nT n• R"®� TO > 4^, IInLR[A6[ LAG LENGTH BY 11/1•. //� NT/leoxio vnNE1; YxMo-RE D HS 4 ... DCOIEW..GN olme4s usm •••• SmOnD REDumeteeIN rtSTN soon IIN 11Ls, wND cEI11 Ns FOR ITE Al FOUNDATION e 11+4i ee ere u rUT Rte�s,R sr�LrRTeiu..! REFER TO NOTE& oN SHE- AL RE°tNP1utrtec - - -, BY SYN.- MATING LINE(51 CONNECTION(S) MATING LINE(S) CONNECTIONIS) - FLOOR / WALLS 4 IS®MMC off SWOON ]MAW - SCALE: N.T.S. DESIGNED WiTH SOF LWMIIER SHEARWALL DESIGN SPECIFICATIONS IMUM SHEAR E IPLFI APA/TECO RATED SHEATHING SHEATHING FASTENER TYPE SHEATHING FASTENER LENGTH (MIND SHEATHING FASTENER MAXIMUM SPACING IEOGES ONLY - NOTE fit WALL TO WALL, WALL TO FLOOR,& WALL TO CEILING FASTENER FASTENER SPACING 2 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE L75 IN. 6 IN. O.C. MAX. 0.13IN5 1/2" NAIL 9.458 IN. O.C. MAX. 8 PLP SHEATHED ONE SIDE ONLY 16 GA. STAPLE 1.75 IN. 4 IN, O.C. MAX. 0.1311X3 1/2° NAIL 6.292 IN. O.C. MAX. 4 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE L75 IN. 3 IN. O.C. MAX 0.13P.3 1/2° NAIL 4.719 IN. O.C. MAX. 8 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE VS IN. 2 IN O.C. MAX - SEE NOTE 1 0.15I"x3 1/2° NAIL 3.67 IN. O.C. MAX .9 PLF k48 SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 6 IN. O.C. MAX. 0.151Sz3 1/2° NAIL 7.55 IN. O.G. MAX 8 PLP SHEATHED ONE SIDE ONLY 15 GA STAPLE 175 IN 4 IN. O.C. MAX. 0.13Px3 1/2° NAIL 5.082 IN. O.C. MAX .8 PLF SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 3 IN. O.C. MAX. 0.13FR3 1/2^ NAIL 5.775 IN. O.C. MAX. 6 PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE L75 IN. 2 IN. O.C. MAX - SEE NOTE 1 OJ3Px3 1/2S NAIL 2.969 IN. D.C. MAX. 34 PLP SHEATHED ONE SIDE ONLY 14 GA STAPLE L75 IN. 6 IN. O.C. MAX. OJ31"R3 1/2° NAIL 6.445 IN. O.C. MAX 14 PLPSHEATHED ONE SIDE ONLY 14 GA. STAPLE 1.75 IN. 4 IN. O.C. MAX. 0.13IN3 1/2° NAIL 4.352 IN. O.C. MAX.68 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 176 IN. 3 IN. O.C. MAX 0.13VR3 1/2° NAIL 3.223 IN. O.C. MAX. 96 PLF 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 PLF SHEATHED ONE SIDE ONLY 0.131 NAIL 1.875 IN. 6 IN. O.C. MAX 0.13MR3 1/2" NAIL 5.181 IN. O.C. MAX 441.9E PLP SHEATHED ONE SIDE ONLY 0.131 NAIL L875 IN. 4 IN. O.C. MAX 0351°x5 1/2x NAIL 3.432 IN. O.C. MAX. 585AB PLF SHEATHED ONE SIDE ONLY 0.151 NAIL 1.875 IN, 3 IN, O.C. MAX. 0.13IN3 1/2° NAIL 2,591 IN. O.C. MAX. 746.2 PLF SHEATHED ONE SIDE ONLY 0.151 NAIL 1,875 IN 2 IN O.C. MAX. - SEE NOTE 1 0.UM3 1/2° NAIL 2.053 IN. O.C. MAX 542.86 PLF SHEATHED TWO SIDES 16 GA, STAPLE 1.75 IN. 3 IN. O.C. MAX. 0.13IN3 1/V NAIL 2."9 IN. O.C. MAX 803.6 PLF SHEATHED TWO SIDES 15 GA. STAPLE 1.75 IN. 5 IN. O.C. MAX 0.*I 1 1/2° NAIL L888 IN. O.C. MAX 1170.95 PLP SHEATHED TWO SIDES 0.131 NAIL 1175 IN. 3 IN. O.C. MAX. 00,3 1/2° WOOD SCREW 1.625 IN. O.C. MAX. 1492A PLP SHEATHED TWO SIDES 0.131 NAIL 1.875 IN. 2 IN. O.C. MAX. - SEE NOTE 1 612.5 1/2" WOOD SCREW 1.608 IN. O.C. MAX. NOTES FOR TAME-11-1 I. SHEARWALLS WITH SHEATHING FASTENED 24 O.C. MAXIMUM REQUIRE DOUBLED STUDS AT ALL OSB EDGES/SEAMS AND AT ENDS OF WALL SEGMENTS. 2. WALL STUD SPACING IS 10 O.C. MAXIMUM. 3. NO GLUE IS REQUIRED. SPECIFIED FASTENERS ONLY. 4. SHEATHING ON WALL 15 NOT REQUIRED TO Be CONTINUOUS ACROSS ANY CONNECTION (WALL TO WALL, WALL TO FLOOR ON WALL TO CEILING TRUSS). S. 0.120 NAILS OR 0351" NAILS MAY BE SUBSTITUTED FOR 7/16a 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 IPLFI ARE 3° O.C. MAXIMUM SPACING TALL FASTENER TTPESI, 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). B. 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 ONLYI. 11. TABLE VALUES MAY BE INTERPOLATED. 12. ALL VALUES IN THE TABLE ARE BASED ON 3/V 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 [WALL FRAMING) Z e, ... ```\. x6 Ar::sG«\ l_/ P� r �o xMILTRAnoNN SOOR, ENDS, AND CEILING) ReOUI_ - o - ITe, BY OTHERS. MATING LINEIS) CONNECTIONI51 SWOON 00WL SCALE: N.T.S. HDUe-SDS2.5 7/8° TREADED ROD/ANCHOR BOLT HDU11-SDS2.5 111 THREADED ROD/ANCHOR BOLT 311 x 711 x 5/16" MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR MATING LINE WALL THE ADJACENT WALL WIDTH ITHICKNESSI MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THE SHEAR WALL THAT IS ATTACHED TO THE ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH PN vow oil SCALE: N.T.S. Printed copies of this document are not consid red signed and sealed and the signature must be verified on aftj electronic copies SLOG BEHIND ED N OJER" .AP o1xe NNN TYP. HINGED TRUSS DETAIL (NOT REDID ON NON -HINGED ROOF SECTIONS) SWOON) OM SCALE: N.T.S. 11 A Gg1.v. connrvuous 6reeL I -.IN. SEEUREG PL1S FuuxP TRATIVN•INT DINDRM' LINE01 T.1 TRIPLC moT.xrt6 I 1 D n0 I PJ INSTALLED ONA61re. BY OTHERS GNING 1 1 K L_I. LAFPED MAY TAPLG BEA..-H UP' CN [I UNDGRLAYM[NT MAN. 'Ns PUDY.NRFov s s REDU-D. IISNIN oxen INSTALL MIN OV c ILA-H.. pG FLA6NINO esS. PLAYRONT. I I I I REWO MATING LINEIS) DRY-IN/FLASHING PLAN Vow SCALE: N.T.S. NGEN3F' ay Ifflo 63802 it e B 1, a.. O N AX-_. SIMPSON HDU8-51152.5 OR HOU11-SOS2.5 I IFL. PRODUCT APPROVAL NUMBER - FL64821 3 FASTENED TO DOUBLE STUD MIN. (Al OR i TO SINGLE STUD AT THE SIDEWALL OR MATING LINE WALL IN PER THE MANUFACTURERS RECOMMENDATIONS. / IS HOUS-SDS2.5 • 7180 LBS G HDU1I-SDS2.5 9695 LBS Z S FOR JOIISTJOISTS SPECIFICS) BELOW SHEAR 3 WALL AREA. OF EQUIVALENT TENSILE CAPACITY END VIEWS CSTRAPS MAY BE USED IN LIEU OF THE BRACKETS SHOWN HEREIN •SEE OTHER DETAILS`/ SIDE VIEW �V v SHEARWALL FASTENING TO JOISTS (FACTORY siov`����AnoNs y��ET F A ■ SCALE: N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: �PPPROVfO o�..xrt, molDaD.W.DT. 170 MPH J wWD 5-7-19 ? aA NO Uf >o Peer oeseN lJ RA4n Rm JA Q RAN 20 PSI MCP-5247 O4 . I F ae2"F,c. ,.,».- N.,,., ,: ----- I COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION oa V Ill�l a � g 700 L BFARDSIEYAVE FIXHART, IN 465Y IV412S4A743 TRi A �h;II W l� DRAWN: D.W.H. CHICM: M.T. DATE: 4/22/2019 SCALE: 3/16° • M1O° SHEET: 11 OF 1.5 WEC: Exp-re D OWE: 170 MPH MODEL: MOD-1651 THESE mA01 AND PA2s ANE CON•meMTIAt AND PON@-TANY MATERMI1 THE DONTeOB OF THY DNAYlES PACIRASE CONTAIN CORS•IDCNI A AID/011 PNDIAESeD CBRD SIA-L ANY UNARIIOS>aD DK CCFnN% DOQ.WME, ON DYnmvrIDN a TNDI PACKAGE, OR ANY GE YNE CERRNIS OW TADm THESES Y .TWMV PMBI®Et9 BY .IAOOB/E/ NOM ES AND MAT BE U IAWPIL 1N1:.E HATEOMJ ARE COPYRIGHT TO 2012, JACOBSEN HOMED, SAFETY HMBOIS PLORIDA, ALL RIGHTS RESERVED. PROVIDED 10 THE RECW=M POR "COSMIC PUNPOSOS ONLY AND .HALL NOT SE &CANNED, COPIM ON OTHERWISE IEPNWIICID AND/OR DYTIODUI® TO CTHFJY POIR ANY PUROIB Y/IT11OVT EONEPf WIDTTEI AUTIDRRATION PROM JACOBSCN HOMN. THIS DRAWING ►ACNASe AMID ALL M GA M. ARC THE "CLUSSVE FROPER:Y 01' JACOBS" NOMEW ALL ESN" RESERVED. OOPMORT 20" ❑❑DO ❑❑■❑ ❑\IO ❑❑DO ) fs y(- `®��y%J �g MAXIMUM ALLOWED DESIGN ROOF ANGLE: 15' ID@TAR@@51 OR 3,22/ 12 m f`{A�",1COSSOgjN INTERNAL PRESSURE COEFFICIENT: GCli 0.18 IEncIO°OEI �y�I�yyp HIGH VELOCITY HURRICANE ZONE: NO TOTAL DESIGN ROOF HEIGHT: 33.762 INCHES / 12.0 2.814 FEET HOLI�Il7 A�(,►lY OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED ABOV@, IS NOT EXCEEDED. a ALL LALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE. rH,s USE THE DESIGN OP VO.d . 180 MPH EXPOSURE C MRH B6 PLOT r°uxo.nox .ND Is xoT oes,DPx°eD ro ee xomoxoNCE so E.XlD oR [xsr.ue0. IN THE CONSTRUCTION MANUAL FOR THE DESIGN Or .no Est. a J.coesex Hox VW1 170 MPH, EXPOSURE D, MRH • SO PEET. SHEARWALL MIN, SHEARWALL MIN. SHEARWALL eucrlslNN- THE AND/DR Eu0lNcex or rx - - - - - : HEIGHT (IN.) - . LENGTH - - LENGTH - - xor e- - e FDnArHelrD P0..IIN DEelox exmoa eoxe-Over PeRPartu=ce - MINIMUM ALLOWABLE SHEARWALL LENGTH: 108 / 3.5 30.857 INCHES / 11.0 • 2.5]t FEET Or THe SweaBrRNCTUnes eixuR THE IUNOATENT6 IIG sYsrzus Reunuo TNeura WALL 1: WALL 2: WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: 1 FEET PAsrc WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: I FEET FAerz WALL SECTION: 0 INCHES III AT VERTICAL PANEL EDGES WALL SECTION: 0 INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: 1 FEET w To use of WALL SECTION: O INCH@S END ZONE DISTANCE: 1 FEET W TO use ov WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O F@ET >' o ows I` WALL SECTION: O INCH@S INTERIOR ZONE DISTANCE: O FEET °1e nOws[I WALL SECTION: 0 INCHES I...T) WALL SECTION: O INCHES (FEET) This item has been WALL SECTION: 0 INCHES (FEET) SIDEWALL TRIB. IPSFI WALL SECTION: O NCHES IPEETI SWALL TRIB. [PSI) digitally signed and TOTAL LENGTH OF WALL: 0 INCHES DISTANCE z OR ROOF HT. DWP LOAD IN POUNDS OR TOTAL LENGTH OF WALL: 0 INCHES DISTANC[ x OR ROOF HT. DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 x 57.44 260.89 POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 x 57.44 260.89 POUNDS sealed by Michael G TOTAL NGTH F W LE O ALL: O PEET WALL INTERIOR ZONE LOADS!4 O 4 .5 2 x 38.2 O POUNDS TOTALH A- N OA LENGTH O F WALL- O FEET WALL INTERIOR ZONE L D5. O 4.542 x 38. POUNDS dd ROOF END ZONE LOADS: 1 x 2.814 x 19.07 53.60 POUNDS ROOF END ZONE LOADS: 1 x 2.814 x IS. • 53.66 POUNDS Tomko, P.E. On p6 IN- -TE. 0 ro rLoo ROOF INTERIOR ZONE LOADS: O x 2.814 z 10.91 • O POUNDS a;YIv- ,e ROOF INTERIOR ZONE LOADS: O._ x 2.814 x 10.91 0 POUNDS 5/6/2019 S nl tl= TOTAL LOAD POR SHEARWALL: _ _ 31456 NO S Db 1 1 - m oowx env n TOTAL LOAD POR SHEARWALL: 3 4.56 POUNDS oowx .ucaer on srR.vPlxol B - - TOTAL LENGTH OF SHEARWALL: / FEET g L 0 @@ S B TOTAL LENGTH OF SHEARWALL: / O FEET R I Printed copies of this m �eaD,n . DESIGN SHEAR VALUE DSV: 343 PLF `�F ue"�` ( 1 e•1 . Loco. Pnooucr sour ovn�`Pon croup xo DESIGN SHE VALUE IDBV): 328 PLF ` a<<; : r o �5` o ;o l;q °` n°raR rn NIA Llerwa a oR o.a.l document are not q�� R Lou a0 SHEARWALL HEIGHT: • 9 FEET R ° SHEARWALL HEIGHT: • 9 FEET 45 d ° ou were eo•I OVERTURNING POINT LOAD: 3085 POUNDS I ¢E 0 our u j unP:n•I OVERTURNING POINT LOAD: 2955 POUNDS - - - - - - - - - - - - - - - - - - - - - onsidered-si ed- WALL 3.IINP A-wa N: D E H exo e D xrA L LrwD nePDRT mD R rz DNe D„LY D WALL a N. e u END a D N. L erwD ReroRT Dr° ax n and sealed and the -1. W/ 1e . BTT E Xe ENOTH • . CN OF WALL SECTION, 0INCHES PAsrz TOTAL TRIBUTARY SPAN: 1F@ET WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1 FEET WALL SECTION: 0 INCHES IINILI STUD ONLY VE PANEL EDGE. WALL SECTION: O INCHES signature must be WALL SECTION: 0 INCHES END ZONE DISTANCE: 1 FEET W " TO Use at WALL SECTION: O INCHES END ZONE DISTANCE: 1 PEET w To noo g WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 0 FEET verified on any WALL 5[CTION: 0 INCHES IF[ETI ° owe • Oc mAz srao.enev WALL SECTION: O INCHES [FEET) o ows • u MAx sr.00eneD WALL SECTION: 0 INCHES IFEETI SIO@WALL TRIB, IPSFI WALL SECTION: O INCHES (FEET) ""WALL TRIB. (PSF) electronic copies TOTAL LENGTH OF WALL: 0 INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL: O INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS -_- DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 x 57.44 • 260.69 POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE -LOADS: 1 4.542 x 57.44 • 266.89 POUNDS TOTAL LENGTH OF WALL: 0 FEET WALL INTERIOR ZONE LOADS: O 4.542 x- 58.2 O-POUNDS - TOTAL LENGTH OF WALL: O PEET WALL INTERIOR ZONE LOADS: O 4.542 x 38.2 O POUNDS - ROOF END ZONE LOADS: I x 2.814 z 19.07 53.66 POUNDS ROOF END ZONE LOADS: 1 x 2.814 x 19.07 53.66 POUNDS ROOF INTERIOR ZONE LOADS: O x 2.814 z 10.91 0 POUNDS I PP�a ro roucner[eTuvsl ROOF INTERIOR ZONE LOADS: 0 z 2.814 x 10.91 0 POUNDS `u t_ oowx I.....IT D Ix01 TOTAL LOAD FOR SHEARWALL: 314.56 POUNDS iR= eoowx mRAcxer ° TOTAL LOAD FOR SHEARWALL • 314.56 POUNDS Grp TOTAL LENGTH OF SHCARWALL: / 0 FEET iI o etxPeo TOTAL LENGTH OF SHEARWALL: / O FEET ty x na g4 . wc.Lnreo vur`1.RR eTawrewO DESIGN SHEAR VALUE (DSV): 204 PLF RE el eiP ne g•le DESIGN SHEAR VALUE IDSVJ: 215 PLF Sia RveR ro xr. uer[xo neronr Noroewl SHEARWALL HEIGHT; 8 FEET i3[ _ SHEARWALL HEIGHT: 9 PEET n OVERTURNING POINT LOAD: IBIS POUNDS R OVERTURNING POINT LOAD: 1937 POUNDS enena xuu ewcn exo or erx.r . e Pcrcn TO xr. Lur,xO rteFonr .Howw.l VGT n at>ma Nuts ucx exo Or erv.r . e Peru To xrA .71,I ,L= Jx0a0ewl - _ WALL: _ _ _ _ _ Ge AOA OR rzro RATED sxeA HwO - ONE s1DE Dx -D-~ - WALL 6: _ _ _ _ _ Ae .P. DR reL° RAn�SNl - Dxe a De D o--WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: O PEET WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: 0 P@ETWALL SECTION: 0 INCHES WALL SECTION: O INCHESWALL SECTION: 0 INCHES END ZONE DISTANCE: O FEET reD sxe.YHwo DxI stDI Dx WALL SECTION: O INCHES ENZONE DISTANCE: 0 F@@T w euo one .,.I ° WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES WALL SECTION: O INCHES WALL SECTION: 0 INCHES is AL (PSI) I WALL SECTION: O INCHES � AL 'Pr 5 TOTAL LENGTH OF WALL: 0 INCHES DIS HT. z DWP LOAD IN POUNDS TOTAL LENGTH OF WALL: O INCHES DIS HT. z DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL E LOAD 4S.2 z 57.44 O POUNDS DIVIDED BY: / 12,000 INCHES WALL LOAD 4.542 x 57.44 O POUNDS TOTAL LENGTH OF WALL: 0 FEET W L ft @LOAD x 4.542 x 38.2 O POUNDS TOTAL LENGTH OF WALL: 0 FEET W L R @ LOAD 4.542 z J8.2 • O POUNDS O D LOADS: O x 2.814 z 19.07 O POUNDS O D LOADS: O x 2,814 z 11.01 • 0 POUNDS sHeutw o TO N era laucrte= ne TEvm LOADS: 0 x 2.614 x 10.91 O POUNDS sx a Tip E Z LOADS: O z 2,614 z 10.91 0 POUNDS _ TOTAL LOAD FOR SHEARWALL: O POUNDS Qg o"e.nwALL r.°rzwxo ro nooR .,mars leu yy TEE n:xol TOTAL LOAD POR SHEARWALL: 0 POUNDS €a�eL am ua g°!c°oH ' TOTAL LENGTH OF SHEARWALL: 0 FEET Ry4� cle:v TOTAL LENGTH OF SHEARWALL: / O FEET EyB DESIGN SHEAR VALUE IDSV): O PLF €R a K°F ua R•I `• DESIGN SHEAR VALUE IDSVI: O PLF 9 SHEARWALL HEIGHT: O FEET LpL� ` SHEARWALL HEIGHT: 0 FEET - - - - - - OVERTURNING POINT LOAD: O POUNDS E:� OVERTURNING POINT LOAD: O POUNDS antMn NYu utx exo Or Brn.P • 0 WALL 7: 7Ae APA OR rz -I. SHE—. DNI IIDE ONLYO WALL 8: a .PA OR OLD R,rzD BHeA Hw. oNe D[DE D O WALL SECTION: 0 INCHE5 TOTAL TRIBUTARY SPAN: O FEET WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: 0 PEET WALL SECTION; O INCHES UNO WALL SECTION: O INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: O FEET w re. sueATHwO ... sloe ONLYWALL SECTION: 0 INCHES END ZONE DISTANCE: 0 PEET w rzo sxeAimuo axe S,De ouLr WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES WALL SECTION: O INCHES WALL SECTION: 0 INCHES 'IS AL (PSI) WALL SECTION: O INCHES I AL IPSFI TOTAL LENGTH OF WALL: O INCHES DIS HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL: O INCHES DIS HT, z DWP • LOAD IN POUNDS DIVIDED BY; / 12.000 INCHES WALL LOAD 4,542 x 57.44 O POUNDS DIVIDED BY: / 12.000 INCHES WALL LOAD 4.542 z 57.44 • O POUNDS TOTAL LENGTH OF WALL: 0 FEET W L R E LOAD x 4.542 z 38.2 O POUNDS TOTAL LENGTH OF WALL: O PEET W L R E LOAD 4.542 x 38.2 O POUNDS OF D LOADS: 0 z 2.814 x 19.07 O POUNDS 0 D L.A.S: O z 2.814 z 19.07 O POUNDS TE1 LOADS: 0 x 2,814 x 10.91 O POUNDS �n2 DHunw.0 F.erzwxo To e� TE Z LOADS: O x 2.814 z 10,91 e O POUNDS 0 ro ro _ TOTAL LOAD FOR SHEARWALL: O POUNDS SAL_ sx ONo1 TOTAL LOAD FOR 5HEARWALL: O POUNDS tli ew�ra TOTAL LENGTH OF SHEARWALL: / O FEET RIy ewaeo TOTAL LENGTH OF SHEARWALL: / O PEET U. g4 . - DE51GN SHEAR VALUE IDSVI: O PLF €e: eL ue P•1c� DESIGN SHEAR VALUE IDSVF. O PLF 8 SHEARWALL HEIGHT: 1 O FEET $S - SHEARWALL HEIGHT: O PEET E - - - - - - OVERTURNING POINT LOAD- O POUNDS - - C5� - - - - -M. - OVERTURNING POINT LOAD:- O POUNDS - - - PLAN NUMBER: MCP-3247 ALLOWABLE STRESS DESIGN: INTERIOR ZONE: 38.2 PSF IASD ULT • 0,61 WIND PRESSURES (A5D-WP): END ZONC: 57.4. PSF DESIGN WIND SPEED: 170 MPH - Vull IUltim O) TOTAL EXPOSED SIDEWALL/EAVE AREA: 109 INCHES / 12.0 9,083 FEET MAX. MEAN ROOF HEIGHT (MRHI: 30 FEET SIDEWALL TRIG. ITOTAL EXPOSED / 2.01: 54.5 INCHES / 12.0 4.542 FEET EXPOSURE: D ROOF PITCH WITH SELECTED TRUSS: 3/ 12 WIND IMPORTANCE FACTOR: Iw - 1.0 ROOF ANGLE WITH SELECTED TRUSS: 14.033' [DEGREES) Rl.k Category: II REFER TO OTHER DETAILS FOR SHEARWALL SHEATHING I PLF TABLE JACOSSON HOMOS 600 PACK AARID COURT, SAFETY HARBOR, FL 34695 727-726-1138 S � rur On vuLno � � 3� T r V>v, NS11 U MORV +7PI\&MM-MCYiP'T{AMONS: MASTER MODEL TOTAL NUMBER OF AXLES: O MIN. NUMBER OF BRAKE AXLES: 1 BRAKE AXLE MIN. FLOOR JOISTS: I.. SIF 12 FLOOR INSULATION: R-1S CHPSSIS 1-BEAM HEIGHT: I. HITCH TYPE: REMOVABLE FLOOR DECKING: IQ— OSB OR PLYWOOD FLOOR COVERING; LINO/TILE/CARPET WALLS , W1NOOw4 ,DOORS , FLOOR JOIST SPACING: PORCH JOI5T5: NA PO: PORCH DECKING: NA - EXTERIOR 6TUD5: 1n6 SPP I3 BOTTOM PLATE IEXTJ: 2.1 SPP I3 WINDOWS -PACT-SERIES WALL INSULATION: R-19 TOP PLATE MXTI: 2x6 SPP 13 I_ SHEATHING: 7/16• APA OR TELO RATED EXT, DOORS: STEEL - POAM CORE (SOLID OR IN GLASSI INT. DOORS: HOLLOW CORE E OR EXT. WALLRFtNISM: LAP/STUCCO/HAROL MPJ ROOFING: SHINGLES OR METAL "PI CEILING: TEXTURED 1/2• GYPSUM ITYPJ ROOF INSULATION: R-30 SHUTTERS: NOT STRUCTURAL OFTJ ROOF SHEATHING: 7/IB• APA RATED TRUSSES: LISTED ICALCOI TRUSS UNIVERSAL FOREST PRODUCTS TRUSS SPACING: RETURN AIR .1STC18 ' A/C TYPE: HEAT TYPE REFER TO ENERGY CALC[DUCTED 9 IN SEER: REPER TO ENERGY CALLS `..' O REFER TO ENERGY CALLS UNIT TYPE: REFER TO ENERGY CALLS RETURN: O I OP RISER DROPS: 1 OF RETURN DROPS: o o RBSTROOM6 /OTHER NFORMA NUMBER OP BATHS: N: O • OP ACCBS610LE LAVS: O E MEDICINE CA6S W/ MIRROR: O I OP WATER HENTeP OFACCESSIBLE BATHS: O • OF STANDARD WATER CLOSETS: 0 I MEDICINE CABS IN LIGHT. O WATER HEATER SIZE: 40 GALLON OF STANDARD LA- O I OF ACCESSIBLE WATER CL05ETS. O MIRRORS: O WATER HEATER TYPE ELECTRIC OSHEARWALL M N A = 57.44 PSI DESIGN SOWS: a C, B = 19.07 PSI 3 O C = 38.2 PSF -J D 10.91 PSF DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 343 PLF O PLF OVERTURNING FORCE: O OVERTURNING FORCE: 3085 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 328 PLF 0 PLF 2 OVERTURNING FORCE: O OVERTURNING FORCE: 2955 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 204 PLF 0 PL 3 OVERTURNING FORCE: O OVERTURNING FORCE: Z 1035 LBS 0 DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 215 PLP ORA.F 4 O OVERTURNING FORCE: 8 O OVERTURNING FORGE: � 937 LBS O DESIGN SPECIFICATIONS, ' 1. MEAN ROOF HEIGHT IMRHh 30 FEET MAXIMUM 2. FLOOR LIVE LOAD. 40 PSF 3. ROOF LIVE LOAD: 20 PSF 4. BASIC WIND SPEED: 170 MPH - VuIT (Ultimaf.) O. WIND IMPORTANCE FACTOR. IW - 1.0 Ri.k Category: II 6. WIND EXPOSURE CATEGORYi D 7. INTERNAL PRESSURE COEFFICIENT. GCpi = 0.18 JI2n 1...d) NOM. DESIGN WIND PRE5. (Vasd) & C CLOA151 ALLOW. STRESS DESIGN O E 8. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING PsFh OR . ROOF COMPONENT & CIADDING LOAD. N m ZONE 1. 30.98 PSF -47.51 PSF u 14 Q � 3 > ZONES & 3 . 29.98 PSF >-122.41 PSF > p ya F ROOF OVERHANG, ZONE2- -96.61 PSF a > ZONE 3.--162,35 PSF > g q PW a WALL COMPONENT AND CLADDING LOAOt Q 77 $ WALL / sIDWGt D a ZONE 4 e 51,99 PSF o -56.38 PSF a 'A> ZOHES. 51.99 PSF > -69.57 PSF > MWFRS LOADS. 9. DESIGN WIND PRESSURES FOR THE MAIN Vim FORCE RESISTING SYSTEMS IMWFRSI - SHFARWALLS. Ae 57.44 PSF (END ZONE OF WALLI B'= 19.07 PSF (END ZONE OF ROOF) C:= 38.2 PSF LINT. ZONE OF WALL) D. 10.91 PSF IINT. ZONE OF ROOF) STATE, STATEOF o Wrc FLORIDA W11?aa[220 >.E I� Famm wW `I~wm U 2 ¢ O BURDIIF, 2017 FRC OZJQ w~aH'w w¢O� HONwezjw ^ F4 61f1 E0D10N wOw mOHO VirN8z z? ¢ U z EIFCOtIGL> 1♦i��� 201'4WC N N,No N�W_wo N o I••, ko � �L zO p'Oz o`-Z�m� w MEMANCA4 � O ¢ J 'i gl 2017 FRC JOB 67H LO H>- PLUMe1NG, g 2017 FRC `30E"¢Dao 61H F011gN w r,K K¢O , =¢dx ENERGY. owas= MITPC - AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: V�B0 EIO PPPROVep D�..xmx �R wvRO I'oMPH munawuu LD ar Romx 1 5-7-19 ? „°,..AP. NO 3 JNOM 9EN 3 G�III, MM. 20 PIP MCP-5247 a{rA ti\ -50 r:A,xan .ux n>new >..N.:rcu OaPe exnDnLwP .Aexa,De.a .t. I COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION ;. �GElVS6 aiy e o 63802 ►.;-�orvAL ;;a�� Ian 3 � • A a 3 o 5 • 700 L BEARDSSEY AW E xxwl W 46514 1A41 2.4.7. REVISIONS BY DATE A t-T DRAWN• D.w.H. CHECKED: M.T. DATE: 4/22/2019 SCALE: BnBD • V-0. SHEET: 12®Fis WEC: Exp... I. D Dws: 170 MPH MODEL: MOD-1661 THEE OETAD.& AND RAN. ARB Cq♦rIDEMTAL AMO PROPRRT MATGRIAIa THE WNEMS. OP TM:. 01UWM. FACKA.B CONTAD/ C0f✓P�RSAL AIO)/o11 LMIVII,e.ro DU'oIBUT M AM WMDDf0101ID IMq BOPT % ODa UXE, OR DnTRIDVTWM UP TKIS PACXA1t, OR ANY OF THE COMRMII OgRAD® TNCRGDE W .TRICTLY PR RMTGD DY JABoe10/ NDE¢JI AND WT BE Na11WPu- TISJG 1MTEAAL. ARR ODPYREGHT C)2010, JACOBSEN HOMES, BAPETY HARBOR PLORID/y ALL RIGHTS RESERVED. PROVIDED TO THE RECUnENT Pq1 &PECPIO PURO&E& ONLT AND &HALL NOT BE &OANXM COPIED, OR OTHER&M RND/OR REPRODUCES A01&TI®I!I[D TO OTNIUO FOR ANY PLWM WITHOUT EXPMM WPUTTEII AUTHK=ATIM PRAD OM JACDOM EN HOME& T. DRAWDNP ►A E AND ALL In CONTENT. ARE ROPMTT THE EXCLU.M POF JAOOD.M NOME& ALL q.HT. RESCRYEA COPTIOUNT 20% w Q0)z Q = 02 W CO W W pNC = ~ZH-'UFA C n L U W� 7 J< 7 p W V Q 13 w Q Lu w Z 0= 0 Q U W tr yz z Jpway �a w zJQ w w }'L7 c Q W z 2 C9 G W W wEC W IOU- N n-~y yZQ0Wp' WIn LU } W >wm W 1¢ w-j Z = un z _= W M K Try J W F FLL 'L O NQ p0 C IL z QZz xvcc '3gz<M .I 1- y_jLu 1n>.0 Cy J Q 2 O W O y ;= ¢ P z z ¢wII-- ¢QaMzp CC It �pQ 0 wZ0 QIO C W Z O¢ LL W Z w S S J OLL OF OF W LL:Ed W w � � F J=ZZOCiK x Q~I . <n LLow N a m¢ Q0 , LL d 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: 2140 LBS ❑2 GRAVITY LOAD: 660 LBS UPLIFT : 1930 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/STRUC17URE. w W zQi ¢H=-z=w a�c� Q WWV Z Z N N ¢ EL 2 W W W F-J z W a "' Q w 0.' oc�Q Wwmz02 WN a = 1,°LW� F wu 5~ W y?¢ o w i' E w�U O J wm Q 0 m W Q J m W J O J1'V Q O O 0}¢ J 0_ 0= p J a 0) lY 0 F fnQZ y> Q .yl JLU O2 Z Z W O¢ F JQS O�WpU3l .7 Z Q �: Lu QQOOZ Z w we< ZOQOQ W WWQ F o¢oz� LL O F- W I=A1 J M. 0) _ d' a _j QOw F Z Z O U N . mQ a0Q , E LL7 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: 2140 LBS ❑2 GRAVITY LOAD: 660 LBS UPLIFT : 1930 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. This item has been digitally signed and sealed by Michael G Tomko, P.E. On 5/6/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies SHEARWALL WADS (ALSO SEE TABLE) 4 INH'LANE LATERAL WADS-1N PLF. D3 OYERIIIRDHG WAGS-W POUNOGv 103/ 9XEA11WALL WADS (ALSO6EE TABlt7 3 W-0LANE UTERILL WAD9•W PLF-iD/ ovERTBRwxG WADS-W PouNDs.tBD WADS (ALSO6EE TABLE) OSHEARWALL WFUNE LATEML WAGS-M PLFOSB OV IGGNOLGADS-WPOUNDS=245 BXEM WALL LOADS (ALSp 6EE TABLE) LGWADS•WPOUN 1 DLP_E LITERAL WA09-w PLF. 343 OVERTUR 9..30E WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED, MIN. 6 MIL POLY VAPOR BARRIER RICO OVER AREA BELOW THE BUILDING OR STRUCTURE (ON -SITE, BY OTHGR51. THIS VAPOR BARRIER 0 roFP FRANC UNITS THE PACTORY TRANSPORTATION EARNER IS 19 REQUIRED BY JACOBSEN HOMES REGARDLESS OP CODE REQUIREMENTS OVE_FRR+ogTAtHe II.N. RE DULLING THE AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT BU[LDW LLATON ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. roN rPANe UNITY LPnACO TSTxC IEFTAHEoT C E AND S a� C yun YWm�c1Q cc C3 �a IC J� °L °� Q�21L Wg� MI-LR cc �,g01 3a�9Wt�0 g-<m3B~itaCCC CmngGa Sppp � 2�0~° F-' -• J I- Yl O a, L of=ZOW�= Q°x€gaz�z LLO mO?�CI�11 °7 SQ•3 MSW 2 FLOOR S A. A AFTER NE INSTILLATION ET OF THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR F -1 < m F a OF TH SYSTEM APren Txe INSTALLATION INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM F Txe BuaDmGn:rRucruRE. qND 15 NOT DESIGNED TO BE MOVED ONCE SO 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 Op EXTERIOR WALL• 245 PLF GRAVITY LOAD 375 PLF UPLIFT LOAD MOD-1551 B O MATING WALL: 170 MPH - Wlt (UIFROte) 430 PLF GRAVITY LOAD 0C'DSK D 595 PLF UPLIFT LOAD IM =._30 FEET- -O MATING -OPENING:- - - - 90 PLF GRAVITY LOAD E 1-BFAM (ON -FRAME): 525 PLF GRAVITY LOAD NOTE: ALL DROP. THROUGH FLOOR MINIMUM 10• FROM EDGE OF FLOOR. 145 / 90 AG REQUI—I II�II�®©®®� II�II�II�©ISO I�IIa®©®®�I�Il�lla©ISO O000 � 000Munn= OSHEARWALL WADS (ALSO SEETABLE) IWPLANE LATERAL WAGS- W PLFO 21$ OVERNMCNO WADS- W POUNDS v 107 OSHEMWALL WADS IAL50 SEETABLE) INPLANE LATERAL LOADS • IN PLF. 304 OVERNIRKNG WADS• W PO IND5.185 O6NEARWALL WADE (11L506FETABLE) IMH`LANELATERAL WADS-INPLF. = OVERIURMNGLOADS-W POUNDS.ZB5 SHEARWALL WADS (ALSO6EETABLE) 1 UFPLAME LITERAL WADS• W PLF. 30 OVEIiNRMNO WA05 • W POUNDS. jp65 O SHEARWALL U N A • 57.44 PEP DESIGN SPENDS: O B 19.07 PSF IL Q w °Txe"'ma eve eo p C 38.2 PEP °eA°V`Ts, E""O"ND of°ui il¢ut- � J D 10.81 PS OOVERTURNING IIIINSHEAR VALUE: N P P PORLe: >OBS LDS O 1S111 .HEAR VALUE 0 PLP VGRTURNING FORCE: O LBS O DG910N .HEAR —U., PLP EVENT....ce. RB55 LBS O SIGN .HEAR VALUE 0 PLF OVERTURNING PORCE O LBS OO 11S101 SHEAR VALUE: F OVERTURNING FORCE 1B>S LED O DESIGN SHEAR VAWE PLP OVERTURNING PORCE OVERTURNING I LBS O Oe920N SHEAR VALUE: B PLP RTUNNING PORCE: I." LBS OOVERTURNING SIGN SHEAR VALUE: . RP FORCE: 0 LBS KEEP ALL PLUMBING AND AC DROPS 10" MINIMUM FROM ANY FLOOR EDGE. WNEN THE AREA BENEATH THE BUILDING/STRUCTURE 15 ENCLOSED, !, MIN. B MIL POLY VAPOR BARRIER REO'D OVER AREA BELOW THC �` roPP PRIME U.- THG PACiORY TRANSPORTATION CARRIER IS BUILDING OR STRUCTURE ION -SITE, BY OTHERS]. THIS VAPOR BARRIER 0/ RWOVE. FROM THE STRUC m NO THE IS REQUIRED BY JAC05SEN HOMES REGARDLESS OF LODE NEIIENTS EGIDINDS INSTALLITION AND/OR SPECIPICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT' ANY WARRANTY OFPeReD OR IMPLIED BY JACOBSEN HOMES. roN FPANe UNIT! THE FACTORY TRA SPORTATIO.V CARRIBI 15 LEFT ATTACHED TO YHE STRUCTURE AND 1S 1n III y1�IJi IT Baiu2 W �° MC2ORONINoa. W 2 Z J adzIL 77 91 a 2�W��jy�g o��m3°m�ga W P•F2�7 p O°ujO Wza N OWSWO°�= �H,2'WIBF c=s�C6 z •ziL3WZ��° I°i.m OOI°i3O�j SQ•17WWZZ°d UTIL I AS A SrKCTURAL w PONET OF THIS BUILDING/STRUCTURE 15 DESIGNED FOR ERECTION AND/OR F Q m IL Q ? PWOR SYSTEM AFTER THE INSTALLATION INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM OP THC BUIWIN.RI CYONE. OFF -FRAME FOUNDATION LOADS Op EXTERIOR WALL: MOD-1651 4B5 PLF GRAVITY LOAD 350 PLF UPLIFT LOAD 170 MPH - Wit (IDthde) E)MATING WALL - DiMRE D 92O PLF GRAVITY LOAD iiiW�=-- 530 PLF UPLIFT LOAD —3301RFEET L O MATING OPENING: 585 PLF GRAVITY LOAD AND 15 NOT DESIGNED TO BE MOVED ONCE 50 ERECTED OR INSTALLED. USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT mamma 000©0E MUMMIME 000©0 NUMMINIMMINUMMIM F11111131MMUMN oo0©sa 0000©00 000©o Munn= a000 ©00, DID, A = 57.44 PEP OsNEARW= DESIGN SPECIS: LL Q B - 19.07 PSF TM:EEcs� �E a oseq 3,0 C 38.2 PEP _ D 10.91 PEP W (D OG9IGN 5 [AR VALUE: PIP OGBIGN SHEAR VALUE: PIP OVERTURNING FOR Ce;> 5085 LBS O OVERTURNING PORCEo B6 O vnwE >D DeeRo D PLP uRNING Ce: O overeTURrvwo Pvwwe: ORCE I.E. .ION SHEAR ALUB PIP DESIGN SHEAR y o PLF O OVERTURNING FORGE, LONS O aV—RNDwG FORCE O LBS OG.IGN SHEAR VAWE: 2T3 PLP DESIGN SHEAR VALUE: RF 4 ERTURNING PORC4 >r LBS O eRTURNING FORCE O LBb SAFETY: WARNING: AO PEN PR__. .. ®w... TD Pews _ NxPwpP[w wsrwwnmu main wauT 1P YDII`�ARE��O rWH]wFD UX Yo Dr[ w"�'AVE T¢PNnPE11� L5 M]�'DTR""�FDUW]IDf. CAUTION: INIGULARLDwGS:wTwuLTURE9 CAN __SBV 1miIN. IT . VERY A—GR LOCA4 —ANOINT FEE- RED . AINING wmUIRPRR IN DON,w.naw sxaMLn tNSLWTDweDulne THwr use wxv PRaPPR TmaoouTs Awe usai FOUNDATIO SIZE PREPARATION / FOUNOATIOLN: IN ACCORD OreCe TIEROD III E He FLORIDA DeP NENT or BUSINEs6 55:oAN_WITH OTA PRDVe ODG COITIN L S SHALL BG PROVIDED WITH D RADEDASODA9 DNAGN ,ILLS IBY OTHERSL ALL GRA55, VEGETATION, R.ANC MATTER, UNSTABLE SOIL ISUCH AS ALL 1=1 ANDIOR OTxER 111 111114 OTHER OEMOTEI—I MATeRIALIGL E 1HALL le REMOVED T THCANw9wM "'YIT- Pon AS "LL AA5;,DEIS. LL FOREIGN OBJ`THE ery 1 nvPRweDA1"MEC1 1 IVI ANO/ORDT OPEs GIN GI W.E ain 'THE FOUNDATION W ... SHALL exceeo°> w "A ° 'o ��M�1ow "CD'5 NE1`oPEN NGLEAST INHE ION„o.TIIN WALL. SHALL HAVE A NET FREE AREA OF NOT LESS THAN I ID. FT. FOR eACH 150 SG. —®'iM NCI -I -ING.UPNAD cE - A BENEATH BUILDINGL CRAwL SPACE ACCESS PER �AL 1L POLY VAPOR BARRIER TS RI— BELOW THB DVD.OING. IIB > TERNAT[ICA 910� INTILATION AS ALLOWED IT THE FBC/rRt MAT Be USED. AM evl THAT THe GROUND WATe R[see i� Be LOCATED BE— THE 50TY01 OF THE oDWITHIx TINII a nC [D 0`' Txe GRDUxD L AT THE ours oe eulLDm TER OR THAT YNE SWPACE WA= DOE. NIT`: 111 I-Aq I G PeN II THEN Txe ORo I L OF THE urvDeR-rLOaR HALO AT A`MTN.11^'I AS HIGH AS THE wrslDI PODS_ ve4 uxLesI AN APPROVED DRAINAGE SYSTEM Is PROVIDED ,. Uwoess oTHERwISe SPECIFIED N DF LACH I.EIRWALL BeG_ ECIO.. LOCATIONS ANY rINDUCED T�OAD&"Tn N IH.0 ee Fc.vAe of sweonrlN "o "iI,L"tG. S.THE fOx A cox5 ATIN REOUINn cONTINUous SUPPORT io a vorxe`IBISE u0 c BUILDING vwcc.ce JOIST HAxcees u D IN -THE CONSTRUC oN eEPTHE'UD FOR ALLHFLOACTORY OR JOISTTS BY THE —ON1 SYSTEM BEARING SHALL ALL MATING LINE AREAS SHAM ee SuvPOM1TCOI 8. ALL PIT 0 i11 ON "IT" "RI All IAPEcQA WDoO s' ALL Re A TIGHT PIT AN. PNOPIR BeN9 6 OTL u cus, ALL WDDD SHINE 5H e.:jIM1As� : II 11 a THIS sTNVeT CONFLY D W THE POUND NIRENENY. N.O.—N..—I BANDIG. LOCALL TERMM IPROTECnOIN: L APPROVED TERMITE PROTECTIOWTREATMBNT SHALL BE PROVIDED. A 6 n I"+iaHHc ea Hlx u`FD"RDo..A DID "u°ee e. DR.De sE RD wD•ILR.w er.DemAN SHOON.1Ill. TO HE Be s (Mc B:LDw THE v1WIHG >. Na2s1`=1:OLe —1. R ILL eE PRewOEo en eN nu Txe eTRUGTaEN 'I. .S, ALL IN,— HC.., .wY ovenrTow olnAlxe�IwATTC. I!wToen — oQN loxsttel. _r.e4 AS weL� A. ENE — AM. ERTI.- ANE. TH"" T — LOCITEO N.HeSI FRou wxYTALL ERICRIOR WALLS oP Txe FawDATtoN B.Z.w THe Ni _ DDL"`i,e0 wRH Aµ u`ee Nn Po`LY vAPON NAAL LIN 8. NO W WD, T10N DEAD Ro AP TRASH, ORGAu C MATERI1 NOR NO -1 1 SNAIL BUILT ] ALO o OTHENFg1NOAT1oN BYSTEN.JOI.TaUMTE UaeDP/LCooENAtBONOT Iteo1R" SHEARWALL SPECIFIC INFORMATION: UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILISI OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTIONI. THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANEIS). 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). UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, ON -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) 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. UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OFF -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN, OF THREE (5) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL LOADS TRANSFERRED TO FOUNDATION OWSITE, BY OTHERS. AREA RISM&IM FOR UMo A(Mor APPROVAL STAMPS, PPPROVep- �. uy ® IwemA — 5-7-19 NO A N _ z Motu? F c^y�P'�Pyyo� - OgRTER B' - COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL BIH EDITION pElYS6 o 63802 M L BERIIIS]ET AW BIG", W 46S14 1374) 364-0Y45 I� REVISIONS 0 EY DATE 0 DRAWN: D.W.H. CHEERED• M.T. DATE: 6/612019 MU. WHIG - 1LOD SHM: 13 OF 15 WEE: ERpo3 D OWS: 170 MPH MODEL: MOD-1651 TxLON1 DETADJ AND P "Re CarmpRlAL AND PROPRRTART MATEIBIILJ. THE DONRMT' - — D IMO Dq PACRAwE CORAW [OMmprtuL ANDIgI PRIVGCw® DO'ORYI4TLRi ANT IwIA1"HEREaD Owl. Corm°, DUN LOnw OR DOTAIDU N N OF T10 FACK"A OR ANF OF THE DONRIT COPRA➢CO THEREIN. III ATIOCTur PROI®OW BY .MCOBWI NOLSA AND MY BE UNIJI UL- THERE "TER1ALA ARE PROVIDED TO THE RECIPIENT POR wP!@LC PORPORGw ONLY AND GHALL NOT BC GGANOD. COPIED, ON OTHBRWM R9ROgICED A DIOR MTI0DVD5) TO OTNW POR ANY PMIPWE WITHOUT COQ`RW WR1T'11514 AUTHORIZATION PROM JACOBwp! HOMew, THp DRAWING PAG"ft AND ALL M CONDIM ARC THE OICIUMM PROPERTY W JACOMN HOMM ALL RwIDIS RCSCRVGD. CO►TRNR 2OW COPYRIGHT Q 2019, JACOBSEN HOME% SAPETT HARDOR, FLORIDA, ALL RIGHTS RESERVED. Printed copies of this document are not considered signed and UID.1� ANY ADDTRONI81 AND/OR THE ARW81 RI WHICH AN ADOITIONISI ATTACHIEBI TO THE HOOT STRUCTURE IB THE BOLE RESPONSIBILITY OF THE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITION. ROOF SHEATHING FASTENED TO TRUSS WITH MIN. 7P6"x1 3/4'W6 GQ. STAPLES ® 3" O.C. EDGES AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 32" MINIMUM. DESIGN LOADS FOR TRUSSES SPACED • 16" O.G-. TOLL = 30 PSF TCOL = 10.5 PSF BCLL = O PSF BCDL • 10.5 PSF LISTED TRUSSES DESIGN MAY VARY 7/16" APA RATED ROOF SHEATHING ITYP.) Ill. PLYWOOD SHEATHING READ WITH METAL ROOF •� R-30 INSULATION (BLOWN IN ROOF CAVITYI 2.6 SPF #5 MINIMUM (51NGLEI TOP PLATE (STUDS D 16" O.C.TO ALIGN WITH TRUSSES - W/ 1 1/2" MAX. OFFSET) 2x6 SPF #3 MIN. WALL STUDS 0 16" O.C. ITYPICALI LAP/STUCCO/HARD I. ITYP.) 2x6 SPF #3 MIN. BOTTOM PLATE %, WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE: SPECIFIED HEREIN. IS NOT EXCEEDED. APPROVAL AGENCY(5) ALONG WITH THE ARCHITECT AND/Oft ENGINEER OF THE BUILDING PLANS SHALL ALL CALOS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT Be HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. PNGL 2x6 SPF 13 MINIMUM GN ROOT C PERIMETER RAIL ITYP.) OWp6Le O�S7 t vPWY, �� TOP (W/O RIDGE BEAM) VENTILATION PROVIDED FOR UPPER 5OX OF ROOF SECTION: V"- 1.22 SQPT. - UPPER OHANG VENT PROVIDED IFRONT b REAR OVERHANGS) 1MOV, PLL 6L0p¢ MP _ •Fy OVC R00�4 D� RIDGE BEAM ITYP 0.35 SQ.FT. • UPPER VENTS PROVIDED BY - 1 NUM. OF 50 5OJN. ROOF VENTS REVS? (TOTAL FOR HOME) MpX `pp0�' P01'Y,IP�- �Q�u0. D^ WHERE REQUIRED = L57 SO. FT. TOTAL (INCLUDES FRONT 6 REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOWI TYPICAL TRU55 MAY BE HINGED OR FIXED TEXTURED 1/2" GYPSUM 'TYP.1- 2x4 SPF 13 MINIMUM WALL STUDS 6 16" O.C. ITYPJ UNIT WIDTH VARIES (SEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2x4 SPF 43 MINIMUM MATING WALL TOP 5 BOTTOM PLATES� 2x8 SPF #2 S 16" O.C. (TYPICAL) FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED R-22 / IREG. P.:1 BY-O'ITHER5 FOR ON -SITE INSTALLATION. BLANKET INSULATION ITYP.I -I{1, VAPOR BARRIER REO'D - SEE NOTE 5 BELOW REFER TO NOTE AT OTHER I -_III III -III I -III -III- I I- SIDPWALL PERIMETER AREA II -III- -III III -III- -III-III-III TYPICAL I -BEAM PIER 'PROVIDED BY OTHERS) TIE -DOWN STRAPS AND ANCHORING DESIGNED AND INSTALLED BY OTHERS. SINGLE 2x8 SPF #2 (ON -FRAME) FLOOR mT I AM wcMo marANce To eooe of FLOOR PERIMETER [MATING LINE) FLOOR JOISTS ITYPICALI Qo I_. ea wcxes 1a INCHes (EACH FLOOR SECTIONI M®TM1 V51 '1[ y,N o atoss- ION R`14 SCAU•E: NTS TYPICAL INSULATED A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, 6 LOCATION MAY VARY w EXTERNAL FIRE - CLASS A; ASTM D3018; ASTM D34621 CSA 123.5-981 ASTM D3161, CLASS F; 2-L ASTM D7158, CLASS H, 1O# NYC MEA 130-83-M ------------- ----------------- THIS BOTTOM (TYPICAL] OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2.4 SPF 13 MINIMUM WALL STUDS O 16" O.C. ITTP.) TYPICAL HEADER/SILL PER CONSTRUCTION' PACKAGE MINIMUM GYPSUM 19/321 OSB OR PLYWOOD :D -CLA55 B' FLOOR DECKING (TYPICAL) FRESH WATER SUPPLY ITYP.I ELECTRICAL (TYP.I BOARD (TYP.I ACCESS FOR SHOWER AND/OR TUB SWIVEL REMOVABLE P-TRAP IS THROUGH BOTTOM BOARD CD (WHEN APPLICABLE ONLYI ,III III -I MATING LINE PIERS ARE LOCATED AT II III I -III 64" O.C. MAX. SPACING AND LOCATED -III COLUMN SUPPORT LOCATIONS. COLUMN III -I -III .III_ PIERS SHALL BE DESIGNED BY A REG. P.E. TO ACCOMMODATE ALL LOADS IMPOSED II - 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. �unu UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTH(S). ^IJRaI THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT (�) FOUNDATION AND 15 NOT DESIGNED TO BE MOVED ONCE 50 ERECTED OR INSTALLED [SHOWN AS TYPICAL DOUBLE WIDE 20"0", 24'W 26'-0R: 28"0', 29-0" 6 52'-0" INCLUDED NOTES: 1. ALL 5TEEL MUST COMPLY WITH ASTM A-36 (36 KSI MINIMUM). 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 OF MINIMUM [OR EQUALI ROOF SYSTEM SQUARE FOOTAGE 917 SO. FT. • 5.06 SO. FT. TOTAL REWIRED VENT [TOTAL UPPER 8 LOWER) 300 (w/ VAPOR BARRIER) 300 TOTAL UPPER VENT ACTUALLY PROVIDED: 1,57 SO. FT. (INCLUDES O'HANGS AND VENTS) 1.22 SOFT. UPPER O'HANG VENT PROVIDED 0.36 SOFT. UPPER ROOF VENTS PROVIDED 1 NUM. OF 50 SOJN. UPPER ROOF VENTS REO'D (TOTAL FOR HOME) MINIMUM UPPER VENT REQUIRED (503 OF THE TOTAL(: - 1.53 SQ. FT. (TOTAL REO'D VENT R 0.501 DIFFERENCE BETWEEN REVD B ACTUAL: 0.04 50. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: 1.99 SO. FT. (INCLUDES O'HANGS AND EAVESI 1.99 SOFT. • LOWER O'HANG S EAVE VENT PROVIDED 0 SOFT. - LOWER ROOF VENTS PROVIDED 0 NUM. Cr 50 60.91. LOWER ROOF VENTS REO'D (TOTAL FOR HOMES MINIMUM LOWER VENT REQUIRED (50% OF THE TOTALF - 1.53 SQ FT. (TOTAL RED'D VENT x 0.501 DIFFERENCE BETWEEN REO'D 6 ACTUAL: 0.46 SO. FT. PASS .ROOF V• A• C P14 SOLE: NU V AIR SPACE MINIMUM BAFFLES REQUIRED 2x4 ROOF PERIMETER RAIL - - - - - - - - AOD-ON PAVE - PER ------------- CONSTRUCTION MANUAL ----------------- ---------------- ---------------------------------- CEILING BOARD BLOWN INSULATION ENT. WALLBOARD BAFFLES REQUIRED \/ VENTILATION PROVIDED FOR LOWER SOX OF ROOF SECTION: 1.99 SOFT. - LOWER VHANG 8 EAVE VENT PROVIDED IFRONT 6 REAR OVERHANGSI VENTED SOFFIT • 0 SOFT. - LOWER VENTS PROVIDED BY - 0 NUM. OF 50 SQ.IN. RCOF VENTS REQ'D ITOTAL FOR HOME) • 1.99 SO. FT. TOTAL (INCLUDES O'HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOWI EKT. SHEATHING - CEILING HEIGHT 9:_On SEE APPROVED STRUCTURAL PACKAGE FOR WALL C( (TYPICAL] AM SPA OMM STD. WINDOW OPENING -TOP ^`� y� 6'-10" TYPICAL SCAUAE: IVIS 7/16" APA OR TECO RATED EXTERIOR SHEATHING ITYP.1 W/ WEATHER RESISTIVE BARRIER SEE PRODUCT APPROVAL FOR WHEN 6/8e SHEATHING IS REQ'D. R-19 BATT INSULATION IN WALL ITYP.) ION-FRAMEI FLOOR JOISTS [TYPICAL) _ -- -FLOOR-CEVE� - OLD" \ PORCH FLOOR DECKING (WHEN APPLICABLE( -0'-3 3/8" TYPICAL SEE CONEY. MANUAL 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 IS ENCLOSED, MIN. 6 MIL, POLY VAPOR BARRIER REO'D OVER AREA BELOW THE BUILDING OR STRUCTURE ION -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, �SHEARWALL SPECIFIC INFORMATION OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAIL(S) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTIONI. THE FOUNDATION SYSTEM SHALL BE DESIGNED [BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANEISI, 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 OTHERS). (UNLESS NOTED OTHERWISE ON THE APPROVED PLAN). - -- --ON-FRAME-= ALL ENDWALL 5HEARWALLS SHALL HAVE A MIN. OF THREE (31 FLOOR JOISTS LOCATED BELOW THE SHEARWALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/1-5EAM IN THE FRAME. /i, GRADE 7 DETERMINED BY BUILDING ELEV. (ON -SITE, BY OTHERS) - PERIMETER BLOCKING IS LOCATED AT 64" O.L. 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 Re. (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" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS, "OFF FRAME UNITS THE FACTORYRRYY TRANSPORTATION CARRIER 15 ORna ^ REMOVED FROM THE STRUCTURE DURING THE BUILDING'S INSTALLATION. ON FRAME UNIT°: THE FACTORY TRANSPORTATION CARRIER 15 LEFT ATTACHED TO THE STRUCTURE AND 15 UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. •IT NSIRVVAi ON a1050FICATIONS: TOTAL NUMBER OF AXLES: RASTER MODEL B MIN. NUMBER OF DRAKE AXLES: 1 pR-E AXLE MIN. FLOOR JOISTS: ... SPP I2 FLOOR INSULATION: R-22 CHASSIS 1-DEAM HEIGHT: e= HITCH TYPE: 0.GNOVADLE FLOOR DECKING: 15/!2 OSB OR PLYWOOD FLOOR COVERING: LINOMLE/CARPET PLDOR JOIST SPACING: IS- O.L. PORCH JOISTS: NA PORCH DECKING: NA �EXTGRIDR STUDS- INF'.6 SPP IB BOTTOM PLATE IEXTI: l SPF IB WINDOWS: ••IMPACT•• SERIES WALL INSULATION: R-15 TOP PLATE IEXT1 1•B SPP 10 EXT. SH ATH A OR TECO RATED EXT. DOORS: STEEL - FOAM CORD G ING: 7/16• AP (SOLID OR W/ GLASS( INT. ODORS: HOLLOW CORD _ OR EM. WALL (FINISH: LAP/STUCCO/HARD(. ITYPJ ROOFING: SHINGLES OR METAL ITYFJ CEILING: TEXTURED 1/2° GYPSUM ITYPI ROOF INSULATION R-50 SHUTTERS: NOT STRUCTURAL (OPTJ ROOF SHEATHING: 7Ae• APA RATED TRUSSES LISTED (CA1.091 TRUSS UNIVERSAL FOREST PRODUCTS TRUSS SPACING: IV O.G (DUCTED RETURN AIR SYSTEM) A/C TYPE: HEAT TYPE REPER TO ENERGY CALLS NIN. SEER: REFER TO ENERGY CALLS RISER 0 REFER TO ENERGY CALLS UNIT TYPE: REFER TO ENERGY CALCS RETURN O 1 OF RISER DROPS: 1 OF RETURN CROPS O 0 RESTROOMS /OTHER NFORMA NUMBER OP (BATHS: T _ N. O 1 OP ACCESSIBLE LAVS: o 1 MEDICINE CABS W/ WRROR: 1 OP WATER HEATERS I 1 OP ACCESSIBLE BATHS: 0 1 OP STANDARD WATER CLOSETS. 0 1 MEDICINE CA55 W/ LIGHT: O WATER HEATER SIZE: 40 GALLON 1 OP STANDARD LAVS O 1 OF ACCESSIBLE WATER CLOSETS: 0 1 MIRRORS: 0 WATER HEATER TTPE: ELECTRIC 3 STAGGER JOINTS 32" O.C. MIN. SIDEWALL ITYP.) REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING 3 ROOF S14FATM G P14 SCALE: Nib AREA RESERVED FOR LISTING AGENCY AFFROVAL STAMPS: n5-7-19 P o R MSIZ mwlo NO In B reei 0Ps20 PSPMCP-3247 EN§F � N 0 63802 %,3l0NA'-%';?' F F O 9 6 $� 3 AL f00 1. BEARD51lYAVE DJODUD,W 405M IV41 ]64 " � REVISIONS n I BY I DATE t3 n A DRAWN• D.W.H. CHECKED: M.T. DATE' 8/S/2018 SCALE: En6• " 110• SHEET: COMPLIES W/ 2017 FLORIDA RES. CODE,1114 OF Is I WEC: Expoeura O INCLUDING ALL 6th EDITION DWS: 170 MPH MODEL: MOD-1651 THERe OETAD! AND PRIM) ARe OOtAIDORt/J. AIO PROPRD:MIRY WTMIAI.S. TIC CONTQITS OF T111S DR,Rwws PACRASE CdRAN CBTS'IDlNYGI. AIOIOR PRIVDESED DSOIBIATION ANT UNAUDIORD2D I1S . LOFY0IR, DDIRDIME, M D!•110WIIDN M TNDI PApGSC, OR ANY or TIC COHRNYS CgRAOS9 TNCIEp� p STRCILY PROI®IRD OT JACOp1G1I IIa1P.S AID WT BE MS.AWlOL TIlJE wT00AlJ ARG COPYRIGHT © 2019, JACOBSEN HOMES, SAFETY HARBOR FLORIDA. ALL RIGHTS RESERVED PROVIDED TO THE RECPPJR FOR SPCCVW PURPOSES ONLY AND SHALL NOT BE SCANKM COPICO, ON OTNCKWISE REPRODUCED AHOMR DUTRIWYCD TO OTHG1 FOR ANY PRPOPM WITHOUT CRPRGSS WWT04 AU"IMEATION FROM JACOBSEN HOM TM OIULWDM FACKARC' AND ALL m OONICIIYS ARE THE EXQ. 9" FROFCRYY OF JACOBOM NOtCA ALL RINKS RESEItVGD. COFYRNHT 20M LW� ANY ADDITTON101 AND/OR THE AREAMI IN WHICH AN ADDTRONISI ATTACHD:BI TO THE HOST STRUCTURE 35 THE DOLE REDPONBIDLLRY OP 7NE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITIONN, ROOF SHEATHING FASTENED TO TRUSS WITH MIN. 7/1611xt 3/4"xi6 GD. STAPLES m 3" O.C. EDGES AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 32" MINIMUM. LOW DESIGN LOADS FOR TRUSSES SPACED • 16" O.C. TCLL 30 PSF TCDL 10.5 PSF BCLL O PSF BCDL 10.5 PSF LISTED TRUSSES - DESIGN MAY VARY R9EAT4VINSF(TYiO • 1/2• PLYWOOD SHEATHING REQ'D WITH WITH METAL ROD P a R-30 INSULATION (BLOWN IN ROOF CAVITY( 2.6 SPF 03 MINIMUM MINGLEI TOP PLATE (STUDS G 16" O.C. TO ALIGN WITH - TRUSSES - w/ 1 1/2" MAX. OFFSET) 2,6 SPF 83 MIN. WALL STUDS 0 16" O.C. ITTPICAL) LAP/STUCCO/HARDL (TYP.I 2x6 SPF D3 MIN. BOTTOM PLATE FOR SF(PPING PURPOSES ONLY �1 1 1 (FRAME BELOVED BEFORE DWAUATION) FLOOR WIDTH I -BEAM SPAGIND DISTANCE To EDGE OF FLOOR +a0 INcne6 ea wcnes 11 Irvcnes LOriI� WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY OTHER APPROVED, LISTED TRUSSES MAY Be SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, IS NOT EXCEEDED. APPROVAL AGENCY(SI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT BE HELD RESPONSIBLe OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE paOLE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. f S3 MINIMUM D0PERMETER RAIL (TYPI �(y116,SPF TOP IW/O RIDGE BEAM) VENTILATION PROVIDED FOR UPPER 50% OF ROOF SECTION: LORDLOPTQp�2.44 50.FT. = UPPER O'HANG VENT PROVIDED (FRONT 8 REAR OVERHANGS) UM. E MOC �,LpROd ORIDGE BEAM ITYP.) 0 50.FT. UPPER VENTS PROVIDED BY - 0 NUM. OF 50 SO.IN. ROOF VENTS REO'D (TOTAL FOR HOME( lM WHERE REQUIREDM�' 00F'( '(iBZ82.44 S0. FT. TOTAL (INCLUDES FRONT 8 REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW) 2x4 5PF 03 MINIMUM WALL STUDS @ 16" O.C. ITYP.I TRUSS HINGED OR FIXED 1/211 GYPSUM UNIT WIDTH VARIES ISEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR OIMENSIONSI 2x4 SPF S3 MINIMUM MATING WALL TOP 8 BOTTOM PLATES 2.10 SPF d2 OR OPEN ® 16" O.C. (TYPICAL) FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED R-22 (REG. P.E.) BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION ITYPJ DOUBLE 2.10 SPF 42 (OFF -FRAME) PERIMETER (MATING LINEI FLOOR JOISTS (TYPICAL) (EACH FLOOR SECTION) TOM iSALDR®SS$s®N i��� SCALE: NIS TYPICAL INSULATED A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, 8 LOCATION MAY VARY 2x6 SPF 65 MINIMUM ROOF PERIMETER RAIL BOTTOM [TYPICAL) OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2.4 SPF S3 MINIMUM WALL STUDS 9 16" D.C. ITYP.) SHINGLE ROOF (TYP.I FIBERGLASS SHINGLES: E%TERNAL FIRE -CLASS A; ASTM D3018; ASTM D3462; CSA 125.5-98; ASTM D3161, CLASS F; 1•LAYERS OF MINIMUM ASTM D715B, CLA55 H; -W# FELT TOR EQUAL) NYC MEA 130-83-M V AIR SPACE MINIMUM ---------------- --------------- CEILING BOARD , BLOWN INSULATION INT. WALLBOARD VENTILATION PROVIDED FOR LOWER 50% OF ROOF SECTION: 3.98 SOFT. LOWER O'HANG 8 EAVE VENT PROVIDED [FRONT 8 REAR OVERHANGS) 0 SOFT. LOWER VENTS PROVIDED BY - 0 NUM. OF 50 SQ.IN. ROOF VENTS REQ'D (TOTAL FOR HOME( 00- ______\ = 3.98 SO. FT. TOTAL IINCLUDE5 OHANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW) ________________ A CEILING HEIGHT y,_O" Mij ITYPICAL) TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE 31811 MINIMUM GYPSUM BOARD - CLASS W 19/32" DEB OR PLYWOOD FLOOR DECKING (TYPICAL) FRESH WATER SUPPLY [TYP.1 ELECTRICAL ITYP.1 BOARD ITYPJ THIS ACCESS FOR SHOWER AND/OR TUB SWIVEL REMOVABLE P-TRAP IS THROUGH BOTTOM BOARD (WHEN APPLICABLE ONLY( 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 G� FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE 90 ERECTED OR INSTALLED (SHOWN AS TYPICAL DOUBLE WIDE 20'-0", 24'-0" 26'-W, 28b', 29'-0" 8 32'-0" 1NCLUDEDI ROOF SYSTEM SQUARE FOOTAGE • 917 SO. FT. • 3.06 SO, FT. TOTAL REQUIRED VENT [TOTAL UPPER 6 LOWER) 300 IW/ VAPOR BARRIERI 300 TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 SO FT. IINCLUDE5 O'HANGS AND VENTS) 2.44 SOFT. • UPPER CHANG VENT PROVIDED 0 SO.FT. UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 SQ.IN. UPPER ROOF VENTS RED'D (TOTAL FOR HOME( MINIMUM UPPER VENT REQUIRED 15OX OF THE TOTALF. 1.53 SO. FT. ITOTAL REDD VENT x 0.501 DIFFERENCE BETWEEN REO'D 8 ACTUAL: 0.92 SO. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: 3.98 SO. FT. IINCLUDES O'HANGS AND EAVES) 3.98 50.FT. • LOWER O'HANG 8 EAVE VENT PROVIDED 0 SO FT. • LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SQJN. LOWER ROOF VENTS REGO ITOTAL FOR HOME( MINIMUM LOWER VENT REQUIRED (SOX OF THE TOTAL): 1.53 5Q. FT. ITOTAL REVD VENT x 0.501 DIFFERENCE BETWEEN REQ'D 8 ACTUAL: 2.45 SO FT. PASS It®®F vow CALC ��� SCALE: Nis NOTES: 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 SPECIFICS, REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS. - 2.4 ROOF PERIMETER RAIL ADD -ON CAVE - PER CONSTRUCTION MANUAL � VENTED SOFFIT EXT. SHEATHING SEE APPROVED STRUCTURAL PACKAGE FOR WALL Am STD. WINDOW OPENING - TOP SPACE 0W 6'-10" TYPICAL PIS SCALE: Nis ///��-7/16" APA OR TECO RATED LODC EX WEATHER RESISTIVE BARRIER / EXTERIOR SHEATHING E BA SHEARWALL SPECIFIC INFORMATION: / SEE PRODUCT APPROVAL FOR WHEN 6/8• SHEATHING IS REM. OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR SEE PRODUCT APPROVAL 0 19 IS REQURM PLAN DETAIL(S) OCCUR AT EACH END OF EACH SHEAR R-19 WALL SEGMENT (WALL SECTION(. THE FOUNDATION SYSTEM BATT INSULATION SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR IN WALL ITYPI ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANEISI. THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT IXIO SPF 112 (OFF-FRAMEI DIRECTLY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. -DOUBLE / PERIMETER (SIDEWALLI FLOOR JOISTS [TYPICAL) ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, BY OTHERS). / (UNLESS NOTED OTHERWISE ON THE APPROVED PLANT. OFF -FRAME •ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF FLOOR LEVEL THREE (3) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. - d-0° - - PORCH -FLOOR -DECKING _ -0'-3 3/8" TYPICAL SEE CONST. MANUAL 4. ALL FASTENERS INTO TREATED LUMBER SHALL Be APPROVED FOR INSTALLATION INTO TREATED LUMBER. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REQ'O 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 JAC05SEN HOMES. GRADE DETERMINED BY BUILDING ELEV. (ON -SITE, 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 11/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. AA /o/RAe LOUT 3 w STAGGER JOINTS SIDEWALL (TYP.I REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING �I15 SCALE: Nis '4D °OFF FRAME UNIT": THE FACTORY TRANSPORTATION CARRIER IS This item has been digitally signed and sealed by Michael G 1� RE MOVED FROM THE CTURE DURING THE }, BUILDING'S INSTALLATION. Tomko, P.E. On 5/6/2019 "ON FRAME UNIT". THE FACTORY TRANSPORTATION CARRIER 15 Printed copies of this document are not considered signed and LEFT ATTACHED TO THE STRUCTURE AND IS UTILIZED AS A STRUCTURAL COMPONET OF sealed and the signature must be verified on any electronic copies FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE, TOTAL NUMBER OF AXLES: DFP-FRAME 3 MIN. NUMBER OF BRAKE AXLES: I BRAKE AXLE MIN. FLOOR JOISTS: 2.10 SPP 02 OR OPEN FLOOR INSULATION: R-22 CHASSIS 1-5EAM HEIGHT: B HITCH TYPE: REMOVABLE FLOOR DECKING: t9/32° OSB OR PLYWOOD FLOOR COVERING: LINOTULM=RPET FLOOR J015T 5PACING: IB= O.C. PORCH JOISTS: NA PORCH DECKING: NA WALLS / wMOOws / OOORs EXTERIOR STUDS: IN Fa 2.6 SPF -3 BOTTOM PLATE (eXT.L 2.6SPF A3 WINDOWS: --IMPACT-- SERIES WALL INSULATION: R-19 TOP PLATE (eXT.g 2.6 SPF •3 EXT. SHEATHING: 7/16• APA OR TeCO RATED EXT. DOORS: STEEL - FOAM CORE INT. DOORS: HOLLOW CORE (SOLID OR W/ GLASS( exreRloR ANO RooF INFo EXT. WALL FINISH: LAP/STUCCO/HARDL ITYPJ ROOPING: SHINGLES OR METAL "PJ CEILING: TEXTURED In" GYPSUM ITYP.I ROOF INSULATION: R-30 SHUTTERS: NOT STRUCTURAL IOPTJ ROOF SHEATHING: 7/16• APA RATED TRUSSES: LISTED ICALODI TRUS5 UNIVERSAL FOREST PRODUCTS TRU55 SPACING: 16° O.L. (OUSTED RETURN AIR SYSTEM( AM TYPE: REPBR TO ENERGY CALCS MIN, SEER: REFER TO ENERGY CALLS RISER: 0 • OP RISER DROPS: 0 HEAT TYPE REPER TO ENERGY CALLS UNIT TYPE: REFER TO ENERGY LALCS RETURN: O OF RETURN DROPS: O OMNUMBER OF 5ATH5: 0 OF ACCESSIBLE LAV6: 0 # MEDICINE CABS W/ MIRROR: 0 1 OF WATER HEATERS I • OF ACCESSIBLE BATH5: O • OF STANDARD WATER CLOSETS: O / MEDICINE CABS W/ LIGHT: O WATER HEATER SIZE: 40 GALLON • OF STANDARD LAVS: O F OF ACCESSIBLE WATER CLOSETS: 0 R MIRRORS: 0 WATER HEATER TYPE: ELECTRIC AREA RESERVED FOR LISTING AGENCY APPROVAL SYANIPS: PPPROV£� 170 MPH J Wr- 5-7-19 ? WPUMaMM No W , , 30 Peer JAcoesen H- ao PSP Ho... V10 PSP MCP-5247 Q ° L r �mcrypc-LLT a Nerc,6E4 T¢ ,� CgRTER H' P�5 COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION r /ONAL E o O � O Z o 0/p � Q R. 700 S. DFARDSLR AVE RKIIART, IN 46T14 0741264H1145 • jj{{AR 7- 0 0 M DRAWN: D.W.H. CHECIQED: M.T. DATE: 6/6/2016 SCALE: 5/16R . 11OD SHEET: is OF is WIC: Expo60TG D DWS: 170 MPH MODEL: MOD-1651 THESE OETA AND KAN% ARE OMNIR NTIAI. AND PROPRIETARY MATERUUA. THE ODNRHTS OF THIS DRAWws rAPULSE CONTAIN CO•rIDeNrw- ANDIOR rRIVOESeO OIPOIWATIOK ART IRUU MOZECO USA VDIFI IS, OIS0.04VRE, OR DUTRIwnoN OF Tws FACKAOA OR ANY OF THE CONTENTS CONTAINED TNGRED{ p STIDCRT FROIImRCO DT JAOODSQI XOYL AND WT DE lSLA1YIRS. THEE! 11ATERI,IIJ AIR rROVWEO TO THE RECIPIENT FOR SPECVW PURPOSES ONLY AND ON" NOT DE SCANNED, OOPRD, OR OTHERWAE REPRODUCED AN MR DZITRIBU ED TO OTHERS AIR ANY PURPOSE WITHOUT E PREM WRT EN AUTHOIU3'ATION FROM JADODSEN HOMES. THIS DRAWERS PACKADE AND ALL ITS CONTENTS ARE THE MC=rV2 PROPERTY OF JACOBSEN HOIRS. ALL RIGHTS RESERVED. COPYRIGHT 2019 COPYRIGHT © 2019, JACOBSEN HOMES, SAFETY HARI ON FLORIDA, ALL RIGHTS RESERVED. �RO V,-� �__f 0 5-7-19 V) yip 1W Business Professional CyRCj T E Ken Lawson, $ecreterl Clinto-I Nlyrice 7accb-3pn Homp.q Floot Offi.12 Bo) 3-5; S d1 (A-v- H�:A o-m, FL 3,1695 fifirril- rn. T-) M7 fit;; F%A p Irrition D�-jta: S Pptr_rnh'-.r 0-j, ?O l,'j -f i =; mv pf P., mt.r- f.-) in?or-n you i t-') y lnu,h W) HrirriAR, crn-erl '3- 6.70 Rirkni-ri cart, F;rIfY -4-f-hor, FL 3:16135. t ,a; Lcu i cippr (jv i-,d 1-r -,jer Ll w M., r iul a-At..r ;),J Bu 1 Mir -Lis Pr ugr -it r r, ds PT QVI CIGLI lur under Chapter 553, Part I, Florida Stat--tes, tc rr�anufact_irr- Factory 5,_Ilt'lchoolE, Manufactured Bui Id it for ir u, td NAm i it j Flur id:s I C.ionstrurtion o,' mod ifi --ation on .9 manufattl..red binding cannot beg It-, ur t I the 11- 1 rd P.-arty Agony r)ao •=tDprovc-cl &1-,c- ::)Ia�rc. I --i ac.:; Dr-claric c. mi t ' h the curront Florida BLII Iding Coda. YOV Third Party Actercy is e cont-actzo- 15:-r the D epa14lerft and -ias s-atutory authcr ity arid responsibi IJ Uers thnt m 1.=;t he met -o mcitntr.-In --g-v)-overl st-7.-Itti5. '-e)Li niny P.4pr-.& nrid ilp.rrmd iliml ty pins ma Y ,�.,&�qn" u- Oas,obsc-late 1�n:i -heY have: been ra-l'ievvec, 4approvedil5nd lrlciilcat--�d E.In th-*') ClIvr.!, pa),- of tho plann.] `r.r.-rcrnplianr-r? w 1-1) tl,);, cocir. by yr., ir tv,itd party Agency ru pilans r8vle". P16-ase erisurelFi�it plans arEF117 �Qmp post.��l on'bur "W-14sjo 'ml site- r6lated insta I . b"-'tlie aitl7(i-I'l-Ity, k6vioq ju: i-:;diC4"" vsll I er r murrit.'rXing i )''e - t�yj I 'y"'tk You must'r1rarit ccj-nplete'acce55-t::, y"',r manutzeb-irirp:-1 tarflity,and re,:-jrdsto remall-lin and r?-j jinf.mc:,oflthi4 p'rognim, rjp-)7ro�,c -r.r three yp -irs -r-:)-,n Ihl=r;�7,fp.. Yoi j wifl rF-.ne'iie n r.f::r'rzvml'r:& hoc Empl I �v;,ncrazad.bv the EMS (-L 4 i --lip . Lit*!!-x no s; ' 1! 'br ordiric. rrv,'0mlsl' If ^I.ou --ravo-clucn-Ionq nl�y .:-:-rjtzmM hrrt, Lprenz' cr--:.ur FAX zi� 350-41'4'_4_:;(;. Pla-zise visit our vvztst= at uJ_;u.-.!.!o . j tosuevaluable ln-,,rn-vatlon-on tne Florida -)." n-r r --. W I jrcd B-i Iding:; P; -)gram A Cr:l--y ifthe ri rrl� 1, -�JX:Orrinal .11--aflor) a building permi-s. S I inmrcl,y Ponprt Lorenr, M,--nufactured SlAldingz Program -x:."i llzi,r r i Warner ter Cdr ter Pnd 1, tc. Rick Scott, Govemor DEPARTMENT OF, COMMUNITY AFFAIRS Ly ro cf ff.- ; -I ;j fe I o ,--ff}rrdpi a l5o lc� I p fa - L, " f) 4::A .1) f.? p L 1111.714LI.. .:4,!;, *0 E trt( ) R-% N 1) t 4 A ix,n I n. ri I I I ull A-. MfIrl LI fin L ELI I Cd I Od LI LIZ. 5 I'l U 11%: 1.1 !. -L I, I '%!-: I ;!.I I I I r I Li I i Li inu c'lil ic m K. &L [;I n. it.j.,i I um ki 1 lur A Ut: 111- WN. w.. - L%11 ]':Ljri% -or q:- 3.Ll I Lu: W rL'Ll "%I; lj LI 1,11 1 ILI i I j J! I'll 'll'! V!J-. ILI I f"'IA ;ArU p ppru-_t, i1 , p la 7X" mAQ 11M L.'L 111 '1 1!:- ;11-4mL L -Uml o. I IIII. L[id-J)'11.11 'ha f u%ii r. N: MAM ---ft ; ft, u 1 -e CD 5-7-19 X U) z uj -ER t * 1:11f Ji it'll A I i� * i , !%:.i r; 1110-1-13c 1*: 6 ri- 4vl r cliiN, %�:,:J fi)�- 41 A 1. 11 j Ivl ILI i""N i .r1 )!:i -,KI 1. V L. 6- v 1-;- ,'l cri: A r%k I Lui 1 11 k I :qwiiii N V,3k I 1 ;1 It 1. 171;FC V I titi 1 .11 n ..IL 1JI IIII t. I k,'I ".7 F :I., ioz!,- C :lr,, 11.1%, kl At! A I 6.1 dj ri rl-,11, 11tri I j,ii.i. -r!,. i-re -aw,j- kF,-N . - Ills zr %I -P4- -7 XI-1 — :Ll JIJ," I I : N A'R::) :7,;-'�,!i% J3 -L "-3." 2, 1-4) Ili 7 Wind Equivalency Vult = 170 mph MRH = 30 feet Exposure = D cam• OZ 0 5-7-19 .Q Pg �C4RTER I' 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 = 35 feet Exposure = C Vasd = sgrt ( Pasd / 1.45 ) Vasd = sgrt ( 28784.4 C / 1.45 ) Vasd = sq rt ( 19851.3103 C ) Vasd = .140.89 mph Construction - use design of Vasd = 150 mph MRH = 35 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 30 feet Exposure = D MCP-3247 MCP-3247 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 15341.3-117 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-117 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) FL8153.4-118 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R8 2017 CODE VERSION April 22, 2019 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 I GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS --INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category/ Subcategory Manufacturer Product Description Approval Number(s) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 E Tubular Skylight Sun-Tek 5. Structural Comp. A Wood Connectors Tie -down Engineering Wood Connectors Oliver Technologies Wood Connectors Master Craft Eng. Tube (self flashing) 10", 14" or 21" 1`1_13488.10 - R5 Coil Strap Local Approval Coil Strap Constellation Tech. Metal Strap Report - A131394 B Truss Plate I MiTek I Truss connector plates I FL 2197 - R6 I C Engineered Lumber I GP I GP -Lam I FL 2023.1-116 I Pass / Fail PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES CONSTELLATION TECHNOLOGY' Analyfiefff Services Laborwory 78 87 ary-cin Pa 11-y Road... Suite 100 Largo, Florida.31-777-1452 TC-lephone 727 ! 7547.0600 Toll Fvm 800-33-5.7355 Fax 727,5454Q 41 11t1P.-41www.CDntCe)1x0M Test g2plIrt — A131394 lient: HWC & Associates Contaot:AM Lyons ffilborn.Wer-ner, Carter & Assoc.. Inc E-IMAil: j1yol S(@,,hWCe11gxon1 1627 So*uth M-v.rtIL-. Avenue - Clearwater, Fi 33-75.6. Sample Description: Tensille Sramplzs Part #: 16932-8 Lot 9: Date Reecived. 6/21/2013 Mae Reported: 6124/2013 In -Scope Test. Meth6ds.- Term le (AS TIM ES) Analyst: Ronald Jackson Wicussion; Four hurricane straps galvanized 1-11/4"x.24" x 0.035"t PIN 169' '28- vvere received to detcri-nine the tensile and yield strengths. The straps Nvue tested at their full width =d thickness nsing a Tinius Olsen LoCap tensile tester v�jth a 30,000-pound toad- cell, calibration due 10/24/13. Results: Tahle I --.Tensile requits Specimen 2 Width Thickness Pea* An). L ad (lb) 7.250 0.0-70 5.378 1.248 1- 0:0370 5 -606 1.249- 1 0,03.75 5,331. Peak.Stress (p.9j) 11 6,4�7 12i,342 113-.*1910 Yield: d 5. 125 5.090 .2. 500 Yield Strength Elongation 0/0 110.911 4 110.1713 E 4. 5 4 4 1.250 0.0365 ,511 120..855 4.945- 1108 44 i 10 1VT,4 Requirgnicids: Mtt indicated test-u:stilts are not-covvred by our cvrrLnE-A2LA ace;radflation -11-upIc orik,-icd, 'he resuftsonly rdite V-1 the. 11its .report slilt I. not i+v-wPTr!duCqd Cxeoot in hill,withow wriaelvippCov.al front the lAbor*at0FY ed iq.thi.q rep --cudhafion. lic .iqt w. Outside the sco-pe ofwirfA21,A A. ....... 74L A Uthn vnald Jackson Approvcd; WIVr i il I E. Swarm Pit,[). �d' Principal Nfiaterihk Sciciitist entic-Eo A S4%T N DT LcvM 111 'NIT & PT .1993 7 Where 41dicated ' the ithilvo tcsiang Is accrotlkd [*A,,Lhc American Ass,16i:6011 forA"ted),ari-xi C."Immical Tknaiyl.- Firld A2 L A Ce.-I ific-n-W. 11 1111 - 0 1 Mcclimi'mITc-ming Fid1d — A-21-A 0mlificake Z 117!.02 NilrL-1),!,;,,r[Lr.liVC-'r;:Sti]F-L Vicid - A-21,A C7artifi cats 1171.03 9PROV R 0 1/,CD D P ge I of I rCCD 0 5-7-1919 V) LL, Z-; R �TE F, Job Truss Truss Type ' City 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 3-3-4 2-10-0 3-7-12 4 7 3x3 10"�"5 3 3-2-0 Cantilever J 3.28 F12 I REACTIONS Max Horz7=238(LC 7) 1x3 11 T1 W4 0 Max Uplift5=-230(LC 7), 7=-679(LC 5) 2 Max Grav5=160(LC 2), 7=496(LC 2) 1 ' 1 oI 131 ' 7 6 5 1x3 II 1x3 11 3x3 = 2x3 = 3-3-4 i 2-10-0 1 3-7-12 i 9-9-0 Plate Offsets X Y : 3:0-1-8 0-1-0 5:0.1-4 0-1-4 SPACING: 2-0-0 SPACING: 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP LOADING (psf) LOADING (pso 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 n/a Na BCLL 0.0 • BCLL 0.0 ' Code FBC20101TPI2007 (Matrix) Weight: 26lb BCDL 7.0 BCDL 10.5 FT = 0% [PC] LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. WEBS 2x3 SPF Stud PpPROVer� REACTIONS (lb/size) 1=276/0-3-8 (min.0-1-8), 5=276/Mechanical • Max Horz 1=238(LC 5) �� v Max Uplift1=329(LC 5), 5=-397(LC 5) 2 Max Grav 1=323(LC 2), 5=323(LC 2) CD 5--7-19 FORCES (lb)- Maximum Compression/Maximum Tension N Z TOP CHORD 1-2=-568/647, 2-3=-547/72, 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 to NOTES 1) This truss has been checked for uniform roof live load only, except as noted. Wind: ASCE 7-10; Vult=150mph Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; q (AIL 180mph @161n o.c.; TCDL=4.2psf; � CA ART V. 2) (3-second gust) E R BCDL=4.2psf); h=35ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and farces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1E 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 fora 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 her members. `t 1 lli++ bottom chord and any 5) Provide me mechanical connection on (by others) of truss to bearing plate capable ofwithstanding329Ib uplift atjoint 1 and 397Ib uplift atjoint 5. �t+,�� ` F H "Pin a Ir 6) all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. `� . ■ .... 7 Based on M600802 .' •; T,f. �,r G S� '.'Y 'ice 8) Added cant. detail ��1■'��,, • No 56254 a 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 stale. The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE ®WARNING READ NOTES - Verify design parameters and n 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:lsupportlMitekSuppltemplateslufp.tpe© copyright 2013 by: Universal Forest Products, Inc. Job Truss Truss Type City Ply Jacobsen Homes 216 75565 M699402 MONO TRUSS 1 1 Job Reference 2162337 Universal Forest Products Inc., Grand Rapids, MI 49525, Michael Adams 7.520 a May 8 2014 MiTek Industries, Inc. Mon Oct 27 11:47:45 2014 Page 1 of 1 Copyright @2014 Universal Forest Products, Inc. All Rights Reserved 3-1-4 4-1-2 3-10-10 1x3 II I 5 2.75 12 11-4.7 3x3 4 3x3 - NEE4 j 3 2.50 2 1 1 oT B1 8 7 6 3x4 II 2x3 11 2.5x3 = 3x3 = 3-14 4-1-2 3-10-10 11-1-0 PP P R 0 VFO ALT. CANTILEVER DETAIL ? 0 5-7-19 � N I REACTIONS. Max Horz 8=242(LC 5) 3-0-0 cantilever Max Uplift 6=297(LC 7), 8=698(LC 5) • �+q P R T E R Max Gravity 6=266 (LC1), 8=612 (LC1) Plate Offsets X,Y 1:0-1-12,0-3-2 3:0-1-8,0-1-4 , 4:0-1-8,0-1-0 , 6:0-14,0-1-4 , :0-1-8,0-1-0 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 11.25 TC 0.64 Vert(LL) 0.12 7-8 >999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 11.25 BC 0.42 Vert(TL) -0.13 7-8 >999 180 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 BCLL 0.0 ' Code FBC2010/TPI2007 (Matrix) Weight: 30lb BCDL 10.0 BCDL 15.0 FT = 0% LUMBER- BRACING - TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, IP] BOT CHORD 2x3 SPF No.2 except end verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. SLIDER Left 2x3 SPF Stud 1-5-14 REACTIONS. (lb/size) 1=439/0-3-8 (min. 0-1-8), 6=439/Mechanical Max Horz 1=242(LC 5) Max Uplift 1=-389(LC 5), 6=-450(LC 5) E-signed by Kevin Freeman FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1107/1223, 2-3=-1077/1228, 3-4=681/731, 4-5=-40/9, 5-6=-84/158 1111 I I I J I f J� BOTCHORD 464 4- 71 =-114/245, 4-6 =719 9673-8=0/129, 37 WEBS98/571 %1�r�+410.� NOTES- (7-8) +�••.�,i rU'�•.•'Y ,�'i .�� 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.e.; TCDL=2.8psf; BCDL=2.8psf; (Alt. 180mph @16in •* No 56254 •,. o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.16.; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,r 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ^J S 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. 1 . ti lb '�f 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 1 and 450 uplift ., at joint6. do •.,� R El N �, 5 has been changed. f� ; i� N A 7) Based on M699401 creased heel h t. 8) Revisions: Increased dead load, decrease length, in g J I I11 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 10/27/2014 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. AWARNING Verify design READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE - parameters and Truss shall not be cut or modified without approval of the truss design engineer. PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 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 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, Wl 53719 J:\support\MitekSupp\templates\ufp.tpe (:CONSTELLATION TECHNOLOGY Measurement • Analysis • Solution 1 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 — AVODU19 Contact: Jim Lyons E-Mail: jlyons@hwceng.com I10 C 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 ID Area (in z) Tensile Tensile strength Yield load Yield strength Elongation load (Ibs.) (Ibs.) (/o) (10) (psi)si 1 0.0282 1,461 1 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. I Comments: The results only relate to the sample analyzed. This report shall not be reproduced except inl 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 PpPROVEO 0 5-7-19 ' W �F 5� BARTER V REScheck Software Version 4.6.5 Compliance Certificate Project M 1651 Energy Code: 2017 Florida Building Code, Energy Conservation PpPROVE6 Location: Jensen Beach, Florida Construction Type: Single-family ^ v2 Project Type: CD New Construction o 5— 7— 9 U, ConGlazinigo re Floor Area: 163 ftZ ?�� e Glazing Area 16% .� ~ Climate Zone: 2 (307 HDD) ti o Permit Date: Permit Number: �gRTER Construction Site: Owner/Agent: Designer/Contractor: 10725 S. Ocean Dr. # 117 Jensen Beach, FL 34957 Compliance: 32.3% Better Than Code Maximum UA: 257 Your UA: 274 Maximum SHGC: 0.25 Your SHGC: 0.25 The % Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to arminlmum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss Walls: Wood Frame, 16" o.c. Windows: Vinyl/Fiberglass Frame:Double Pane with Low-E SHGC: 0.25 Door 1: Solid Door 2: Glass SHGC: 0.25 Floor 1: All -Wood joist/Truss:over Unconditioned Space i Mechanical Equipment Electric Central Air 1a3 .7U.V V.V V.V.7J A 994 19.0 0.0 0.060 49 118 0.300 35 22 0.500 11 40 0.500 20 763 22.0 0.0 0.042 32 Project Title: M 1651 Data filename: C:\Users\Wvrk\Documentsuacobsen\M 1651\ResCheck 1651.rck 14 SEER Report date: 04/19/19 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. Theiproposed building has been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in REScheck Version 4,6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /1 /7 Name - Title Signature Date 5-7-11 9X (�, ���� ARTER �? Project Title: M 1651 Report date: 04/19/19 Data filename: C:\Users\Work\DocumentsNjacobsen\M 1651\ResCheck 1651.rck APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 Manufacturer's Model #: MCP-3247-M1651 HVAC System Type: WALL MOUNT BLOW, E P PROVFQ 5-7-19 � N F- W F j e) WITH MINI -SPLIT UNITS Prepared By LaSalle Air Systems 51112019 1 (Method & Output lu) 2( All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A FBC (2017)/IECC (2015) 30N Latitude COOLING LOAD: 18,232 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 15,338 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 hand Iler. Actual UA =176.7 Max UA (Table R402.1.2) = 216.8 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (19+Non-ins Rim -19 - 33) Total Cond. Floor Area: 765.67 s.f. TRUE Outside Perimeter: 128.33 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): 765.6 s.f. Primary Wall Area: 1002.47 s.f. (Net) Dark Roof(U): 0.030 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Primi Wall (U): 0.059 ATTIC DUCTS (U): 0.125 327.3 ft TOTAL Low-E window 95.97 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL S.G.D. 38.00 s.f. Exp Floor(U): 0.054 INFLOOR DUCT AREA: 0 S.F. @ 51 TD/ 29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.340 / 0.29 ATTIC DUCT AREA: 0 S.F.(retum) @ 95 TD/ 94.1 TD TOTAL Skylite 0.00 s.f. S.G.D. 0.360 / 0.36 EXT. DUCT AREA: 0 S.F. @ 95 TD/ 49 TD TOTAL Doorl Area: 18.56 s.f. Glass Blc 0.510 / 0.48 PEOPLE: 3 3421.5 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.460 / 0.75 FIREPLACES: 0 All Glass % of Floor: 17.50 % Door 1: 0.380 DUCT GAIN: @ Semi -Tight 0 Btuh All Glass % of Wall: 11.60 % Door 2: 0.670 DUCT LOSS: 0 Btuh LATENT GAIN: 3046 Btuh Summer Infiltr (7.5 mph): 37.1 cfm Mech. Ventilation: 22.9 cfm ( 10.8 Us) Altitude: 40 ft Winter Infiltration (15 mph): 70.1 cfm @ Average ROOM BY ROOM VALUES: MXZ-3C30NA2: Outdoor Unit Heat Exiting Furnace: 103 deg A/C Exiting: 48 deg 0.21 Max pressure at A/H Actual heating and cooling required in each room and Cooling Air Heating Air flow set to maximum of either heating or cooling Values for Values for N/A 10.0 KW Maximum A/C capacity HEATING COOLING CFM 2.4 ton unit 90 % Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (alt adj) Living Room c 3,252 4,056 138 392 11,461 375 13,703 14,290 Bath #2 c 918 882 30 - - - - - Bedroom #1 c 3,477 3,620 ,123 291 8,518 279 10,184 10,808 Bedroom #2 c 2,276 2,476 .84 291 8,518 279 10,184 10,808 Bath #1 c 722 728 25 - - - - - Kitchen/Din c 4,693 6,470 221 - - TOTALS 15,338 18,232 622 974 28,496 932 34,070 35,907 Indoor Units Outdoor Cap. Output Indoor Unit Config. Indoor Unit Outputs MSZ urnts only MSY units not heated 3 30 28,400 J9+9+12 8,50(? 8,5 10 11,400 113,(>U(1 °) i �) + "]� 8,GU(l 8,bO(1 © 2018 Mitsubishi Electric US, Inc. APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model*: MCP-3247-Ml651 901 4th St North HVAC System Type: WALL MOUNT BLOWERS WITH MINI -SPLIT UNITS Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)fIECC (2015) Prepared by LaSalle Air Systems 51112019 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 350 @ 0.8 E.S.P. TEL= 347.3542 FR= 0.1411 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final I Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft) ,Length Btuh Btuh Cfm cfm cfm Size (i.d.) x (Ld.) Size fpm 1 Living Room 2 0 4 10 313.3 1327.3 3,252 4,056 90 140 140 5.69 10.0 256.4 2 Bedroom #1 2 0 4 8 207.1 219.1 3,477 3,620 96 125 125 4.91 8.0 357.6 3 Bedroom #2 2 0 4 8 207.1 219.1 2,276 2,476 63 85 85 4.23 8.0 244.6 N/A Other Rooms 6,333 8,080 15,338 18,232 248 350 350 �� JZ 0 5-7-19 ' V) Q 4Ri ER It TRUNK DUCT LISTING ANALYSIS TRUNK # 1 1 90 91.0 15,338 18,232 350 6.27 14.0 327.5 TRUNK# 2 4 91 95.0 9,005 10,152 350 6.30 10 12 12.0 420.1 TRUNK# 3 0 - - 0 10 12 TRUNK# 4 0 0 10 12 TRUNK# 5 0 0 10 12 TRUNK# 6 0 0 10 12 TRUNK# 7 0 0 10 12 TRUNK# 8 0 0 10 12 TRUNK# 9 0 0 10 12 TRUNK # 10 0 0 10 12 TRUNK# 11 0 0 10 12 TRUNK# 12 0 0 10 12 TRUNK# 13 0 0 10 '12 TRUNK# 14 0 0 10 12 TRUNK# 15 0 0 10 12 LONGEST RETURN DUCT 20 20 350 5.78 18 24 22.7 116.7 I APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MCP-3247-M1651 901 4th St North HVAC System Type: WALL MOUNT BLOWERS WITH MINI -SPLIT UNITS Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 51112019 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 15,338 Btuh at 17 REQ'D BLOWER CFM: 974 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 15,186 Btuh at 96 Entering Air DRY Bulb: 76.4 Mach. Ventilation : 23 LATENT CLG LOAD: 3,046 Btuh at 96 Entering Air WET Bulb: 60.8 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 47.9 % FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratingsl) Air handler model #: I Condenser model #: =BlowerData ' Select blower speed in COOLING mode: Blower CFM is between 298 > < 403 for Total (External) Static Pressure between 0.7> <0.9 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is between 16104> <21472 Blower CFM is between 268 > < 317 for Temp. rise of 55-65 Blower CFM is between 317 > <' 387 for Temp. rise of 45-55 Blower CFM is between 387 > J 498 for Temp. rise of 35-45 =Cooling Equipment S/T Ratio = 0.83 Leaving Temp = 48.3 ° TD = 26.7 ° At 96F outside, Total A/C output from 18596 btuh to 20966 btuh is GOOD. At 96F outside, Total A/C output from 20966 btuh to 21878 btuh is MARGINAL. Sensible Capacity is from 13662 btuh ` � to 16708 btuh - - Latent Capacity is from 2985 btuh to 4569 btuh Mechanical Ventilation is 6.5 % of blower cfm. Dry bulb increases by:1.3 Wet bulb increases by: 0.3 ° =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at 72 F outside btuh at _ F outside 15,338 btuh at 17 F outside 20000 (Draw Load Line and Performance Line 15000 10000 5000 0 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MCP-3247-M1651 901 4th St North HVAC System Type: WALL MOUNT BLOWERS WITH MINI -SPLIT UNITS Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 5/1/2019 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 16,338 Btuh at 17 REQ'D BLOWER CFM: 974 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 15,186 Btuh at 96 Entering Air DRY Bulb: 76.4 Mach. Ventilation: 23 LATENT CLG LOAD: 3,046 Btuh at 96 Entering Air WET Bulb: 60.8 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 945.8 CFM infiltration being 8.235 ACH (to be confirmed by testing) (5 ACH = 574 CFM) (3 ACH = 344 CFM) I Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 171.9 6.8 18.75 0.0 0.0 0.00 Bath #2 76.5 3.0 1.25 0.0 0.0 0.00 Bedroom #1 153.9 6.1 10.00 0.0 0.0 0.00 Bedroom #2 124.2 4.9 7.50 0.0 0.0 0.00 Bath #1 54.2 2.1 1.25 0.0 0.0 0.00 Kitchen/Din 185.0 7.4 28.24 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 765.7 30.3 66.99 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 450.0 56.3 0.0 Floor Supply of Warm Air/Floor Return 974 Private Kitchen 0.0 185.0 0.0 25.0 Floor Supply of Warm Air/Floor Return 0 Private Baths 0.0 130.7 0.0 40.0 Floor Supply of Warm Air/Floor Return 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 Total 3.0 765.7 0.0 0.0 974 System Ventitlation Efficiency: 0 PRO ^� `OZ so5-7-19 X V) t Co values for H 0.333333 0.5 .0,666667 0.833333 1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 0.69 0.53 0.43 0.36 1 0.71 0.56 0.45 0.38 1 0.74 0.59 0.49 0.42 1 0.77 0.63 0.53 0,45 1 0.8 I 0.67 0.57 0.5 1 0.83 0.71 0,63 0.56 1 0.87 0.77 0.69 0.63 1 0.91 ' 0.83 0.77 0.71 1 0.95 0.91 0.87 0.83 0.666667 0.76 0.833333 0.1 0.53 0.47 0.43 0.2 0.56 0.50 0.45 0.3 0.59 0.53 0.49 pPPRO 0.4 0.63 0.57 0.53 0.5 0.67 0.61 0.57 ^� C ? 5-7-1 9 0.6 0.71 0.67 0.63 X V) 0. 0.88 0. 0.8383 0. 0.80 80 0. 0.7777 0.9 0.91 0.89 0.87 �Q 0 �� 1 1 1.00 1 �-IRTER P�5 Chart Title 1.20 ;. _.... . . 1.00 ; y = 0.4815x2 + 0.0325x + 0.473H oso 0.60 0.40 0.;20 0 0.2 0.4 0.6 0.8 1 1.2 i �C'.TO���i� G . •�GENa� .-'�. p. No 63802.00 p q �N'. 1 42;r' to N AL,� IurrIII10% 9/13/2018 One Story Shear Wall Wind/Seismic Analysis Sidewalis Wind Loads PPPROVFO MWF MOT Wind speed = 160 mph Exposure = p v2 Mean Roof Height = 30 ft o 5 — 7 —19 ' ASD Factor = 0.6 X N w Wind load Areas A B C D _ Q (psf) 45.4 30.9 36.1 24.7 A = End zone bf Wall i? 5 = End zone of Roof T ER C = Interior zone of Wall D = Interior zone of Roof I Building Values roof angle = 6.92 /12 Sidewall Length = 80 ft (max) roof angle = 30.0 ° Wall Height = 19 ft Endwall Length = 30.66 It Heel Height of Truss = 4.25 in a = 4.32 ft I 2a = 8.64 ft Height of Roof = 9.19 ft Sidewall Shear Values Area of End Zone of Wall = 39 ftZ /side Total Shear = 1765 lbs Area of End Zone of Roof = 22 fe /side Total Shear = 977 lbs Area of Interior Zone of Wall = 30 ftZ /side Total Shear = 1086 lbs Area of Interior Zone of Roof = 49 fF /side Total Shear = 1765 lbs I Total Shear Force to Sidewall = 5693 lbs. I Seismic Loads Seismio category = iA Sps = 0.17 Wall DL = 10 psf Roof DL = 14 psf Total W for seismic shear walls = 44299 Ibs R = 6.5 Cs = 0.0326923 Fx = 1448.2235 lbs F% = 0 shear on endwalls = 724 lbs/wall shear on sidewalls = 724 lbs/wall >tGfi.,' NAB-�?`��� 3/2018 Compare Wind vs Seismic for shear walls Seismic Wind Wind with 1.4 reduction Sidewal! 724 5593 1 3995 Controlling factors for shear wall panels Controlling factors for Uplift/Shear Forces Sidewall ---------> Wind Sidewalt--------> Wind Max Alf of shear wail -16 ga staples 176 1 262 356 Min Cumulative Sheanvall Length (ft) 31.8 21.3 15.7 4, 4f , 2 f. Perforated Shearwall Check -176 Max Open Height = 6.83 ft MOH/ SW'i % pit C, 0, Building Length (ft) Wail Height length FHS of SW bo sw L bo squat 40 0.76 36,00 0.90 155 0.88 0.89 45 0.76 38.00 0.84 147 0,84 0.84 50 0.76 39.50 0.79 142 0.80 0.80 55 0.76 41.00 0.75 136 0.78 0.77 60 0.76 43.00 0.72 130 0.74 0.74 65 0.76 44.00 0.68 127 0.72 0.72 70 0.7645.50 0.65 123 0.70 0.70 75 0.76 46.50 0.62 120 0.68 0.68 80 0.76 48.00 0.60 117 0.66 0.67 Co = .4815%FHS2 + .0325%FHS + .4736 Perforated Shoarwall Check - 262 Max Open Height = 6.83 ft ,,�tlllllfl,lf// G Tp#•,� .Q. • No 63802 ; OVAL 19/13/2018 1 MOHI SW' % plf C. C. ppVKUVFO Building Length (ft) Wall Height length FHS of SW bo sw L bo equal 40 0.76 28.50 0.71 196 0.75 0.74 45 0.76 30,00 0,67 186 0.71 0.71 0 5 - 7 -19 50 0.76 31.50 0.63 178 0.68 0.69 X N 55 0,76 312.50 0.56 167 0.64 0.64 60. 0.76 33.50 0.56 167 0.64 0.64 � 65 0.76 34.00 0.52 164 0.63 0.62 VA G 70 0.76 35.00 0.50 160 0.61 0.61 �F`� NCO 75 0.76 35.50 0.47 158 0.60 0.60 CA R T E R P 80 0.76 36.50 I 0.46 153 0.58 0.59 Co = .4815%FHS2 + •0326%FHS + .4736 Perforated Shearwalt Check - 356 Max Open Height = 6.83 ft MOH/ SW % pif C, Co Building Length (ft) Walt Height length FHS of SW bo sw L bo equat 40 0.76 23.50 0.59 238 0.67 0.66 45 0.76 24.50 0.64 228 0.64 0,63 50 0.76 25.50 0.51 219 0.62 0.62 55 0.76 26.00 0.47 215 0.60 0.60 60 0.76 27.00 0.45 207 0.58 0.59 65 0,76 27.60 0.42 203 0.57 0.57 70 0.76 28.00 0.40 200 0.56 0156 75 0.76 28.50 0.38 196 0.55 0.56 80 0.76 28.50 0.36 196 0.55 0.65 One Story Shear Wall Wind/Seismic Analysis t���t G�«�>trrrtr1 4, Sidewalis .........L C�Q.. N •'wO' .,�.j ��.% 0 ..' .. • 4.00. Loads No 63802 �0. ; Wind MGT * Wind speed = 170 mph G Exposure = 0 Mean Roof Height = 30 ft :• Sl~ ASD Factor = 0.6 i��,,, Wind load Areas A B C D s+'•••O R, •••��,, Al - (psf) 51.i 34.9 40.7 27.9 A = End zone of Wall 9/13/2018 B = End zone of Roof C = interior zone of Wall D = Interior zone of Roof Building Values roof angle = 6.92 112 Sldewali Length = 80 ft (max) roof angle = 30.0 ° Wall Height = 9 ft Endwail Length = 30.66 ft Heel Height of Truss = 4.25 In a = 4.32 ft 2a = 8.64 ft Height of Roof = 9.19 ft I Sidewall Shear Values Area of End Zone of Wall = 39 ft /side Total Shear = 1992 Ibs Area of End Zone of Roof = 22 f? /side Total Shear = 1103 Ibs Area of interior Zone of Wall = 30 ft' /side Total Shear = 1226 Ibs Area of Interior Zone of Roof = 49 ft/side Total Shear = 1993 ibs Total Shear Force to Sidewail = 6314 Ibs Seismic Loads Seismic category = A SDs = 0.17 Wall DL = 10 psf Roof DL = 14 psf Total W for seismic shear walls = 44299 Ibs R = 6.5 C. = 0.0326923 F, = 1448,2235 Ibs FX = 0 shear on endwalls = 724 lbs/wall shear on sidowalls = 724 Ibs/wall 5-7-19 N �F �o CARTER 0 ro nrb o A I' c �° a A) m m co n W C„ io 3 >z .-Ia CL m = T m n o � c _ w CA w u 4 + w w O W 0 N n N C) w o o m o o w CD CIO o S.Z fl o co M � + Uok � � + (Q r m 1 co W N W CD�� CA N O) S a m w m-.7-JmmowAA� ov^40)m Cnm AA^� mV VmmwcnAA^� � y tD Om OCT+Otn OcnO� OCJ) Qu(CD, tnO tnOv O En Om O N O CT Ov 0� m 0� m 0� w 0 0 0 0 0 0 0 0 o O -0 o o R o 0 0 0 0 0E K o o c o 0 0 0 0 0 CD x V �I V V V V V V V S cb MCA -4 rn -4 rn 4 vrn 0~i 2d 3 y V �1 V V �t :C v �l 'v Q i� � V 0, V m m m m m m m m m m m m m m m m m m m W p to m y m co T iD (n iP N W .0a�0Wf W N00N _N (da-w-w_W-W-W--W _--N�+-QyWNA _ C=II- W „w_ - �ppDC0T0Os VQ) NOOD CIO MCM im0C C"Qtn 00 ^ "L:t 000000 00 II 0 T ' _ D 0 oOOO OOOOQOQ��O 0) OO OOOOp�OOOm m p0�000 o 0pcp, OOO m y W� 0 In to m(AON En (a W CAONA VOA-4 V+0) W AONOW~l0 �P cc a) W � VC N O ja N NNN NNNNN -.. -+-+ > CD > N T w a$ OC - N WWA OC)tA +IVO)p�000 NNNW WACT O.8 y 0 o �P JO A N o0o w Nto --I CAO CID-4 w 0 mw V wOOom Vi 0 o cr 0 o 0 0 C CL O O O O O O O O O r 0 0 0 0 0 0 0 0 0 �- 0 0 0 0 0 0 0 0 C. r m 0 in i»in 00�j m^J C)� m000 V:I-4 V'v V`J V 6bD iD iO m V OD CD O N A V O N W W tr V Cb N fh CO O> ca m Co N 0. 0 A � In ir O o 0 o O o N (DCDp T) A CD } 0 0 0 0 0 0 0 0 0» O Q O O O O O o 0 y O O O O O o o 0 0 d CO^i O iT R) m m o m m (A in in 0) 0) i)) in V V -4 6 L4 V V J .. . . V m Vp(p ODCD—N.m tD ON W al VC0 +A -+ m 0WCnoo w D 4 ' Naoe- iurtl't Ul ;:D Gj� c 9�.. �Z:0Me n7 N Xi * W 9ss o w 'ATES �� do,iC • .••�`♦�� �ffff Illl���, One Story Shear Wall Wind/Seismic Analysis Sideways Wind Loads MWF MGT Wind speed = 180 mph Exposure = D Mean Roof Height = 30 ft ASD Factor= 0.6 Wind load Areas A B C D (psf) 57.5 39.1 45.6 31.3 A = End zone of Wail B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Building Values Grrrrr��, EL TO .......... ♦, sF�;�'f''�i C i1`: • •'•� �i * � No 63802 �: k G roof angle = 6.92112 Sidewali Length = 80 it (max) roof angle = 30.00 Wail Height = .9 ft Endwall Length = 30.66 ft Heel Height of Truss = 4.25 in a = 4.32 ft 2a = 8.64 It Height of Roof = 9.19 ft Sideway Shear Values Area of End Zone of Wall = 39 fe /side Total Shear = 2234 Ibs Area of End Zone of Roof = 22 f? /side Total Shear = 1237 Ibs Area of Interior Zone of Wall = 30 ft? /side Total Shear = 1374 Ibs Area of Interior Zone of Roof = 49 ft' /side Total Shear = 2234 Ibs Total Shear Force to Stdewall = 7078 Ibs Seismic Loads Seismic category = A Sos = 0.17 Wall OL = 10 psf Roof DL = .14 psf Total W for seismic shear walls = 44299 ibs R = 6.5 CS = 0.0326923 Fx = 1448.2235 lbs FX = 0 1 shear on endwalis = 724 ibs/wall shear on sidewalls = 724 Ibs/wall PpPROVED 0 5-7-19 ' CARTER 16' 9/13/2018 zoM ON !.,91,'--.sN3 IS ;� '8 31 N a_ 09'0 SS'0 sOZ Eb'0 Mete 9L'o 00 69'0 69'0 60Z 9b10 68'££ 9L'0 91 09'0 09'0 M 9V0 9Z'££ 91'0 OL 19'0 E9'0 LEZ 09'0 997£ 9L'O 99 £9'0 £9'0 ME £9'0 LZU 9L'0 09 b9'0 bolo 6ZZ 99'0 SS;O£ 9L'O 99 L9'0 L9'0 L£Z 09'0 69'6Z 9L'0 09 69'0 69'0 90E b9'O 91'19Z 9L'O 5ti ZL'0 ZL'0 85Z 59'0 6V:zz 9L'0 017 lenba oq -i ms oq MS to SHd 416ual 14610H IMM (8) 4j6ua-T 6ulpiing 00 °O lid °% MS /HOW 11 £8'9 = ly6laH uad0 xeW 99£ - 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pem 1e84s;o;1d xeW PU M < IlemeplS Pu1M r------- IlemaRe saoloj jee4smucin jol sioioel 111o1}uoo siqued pem yea s 1ol sloloel u11io1;uoo 9905 1 8101; I bZt 11emems uoganpal y'L 431m pulM pulM, oiwsieS slleM 1 6ys .10l nlwslaS an p ,M aje woo Wind Load Determination Worksheet MWF Low-rise building ASCE7-10 Method 2 Wind Speed = 170 m'ph Roof Slope = Exposure = D Mean Roof Height = 30 ft, Kd= 0.3S a= 11.5 K:t = 1 zg = 700 ft KZ = 1.16 qn =. 72.95 psf Building Class = Enclosed Bu Iding GCPi = * Gcp; cancels -out on total building calcs Load A - End Zone of Wall 1 E = 0.80 GCPf = 4E = -0.64 A = 105.03 psf Load C - Interior Zone of Wall 1 = 0.53 GCPf = 4 = -0.43 C = 69.99 psf Load B - End Zone of Roof 4.36 /12 19.970 0.18 -0.18 1.44 111PI:1 2E = -1.07 2E load = -78.05 3E = -0.69 3E load = -50.36 Load D - Interior Zone of Roof 2 = -0.69 3 =-0.47906 PpPROVF� • �� Q•EL TO CD �•• z w Q ,No 63802 •16 �gRTER P �i \,;• , ���ruullll�� B = 0.00 psf 2E load = -50.33 3E load = -34.95 D = 0.00 psf Shear Wall Trubutary Length Detremination No Interior Walls Jacobsen Homes - M1651 Sidewal Right Rid Endwall Sidewall Length = 43.33 ft Porch Length (Left) = 0 ft ` Porch Length (Right) = 0 ft Left Endwall Trib From Wall: 21.665 ft Left Endwall Trib From Roof: 21.665 ft Right Endwall Trib From Wall: 21.665 ft Right Endwall Trib From Roof: 21.665 ft �� v2 0 5_7_1 g N � I �'y�c•�f' Pr'�O �gRTER • No 63802 RN AL ;:•� G One Story Shear Wall Wind/Seismic Analysis - No Interior Shearwalls Jacobsen Homes - M1651 Wind Loads MWF PpPROVFO Wind speed = 170 mph Exposure = D Mean Roof Height = 30 ft ASD coefficient = 0.6 Wind load Areas A, B (psf) 63.0 0.0 A = End zone of Wall B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Building Values roof angle = 4.136 /12 roof angle = 20.00 Wall Height = 1 9 ft Heel Height of Truss = 4.25 in Height of Roof = 4.23 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 = 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 = Total Shear Force to Endwall = Sidewall Shear Values Area of End Zone of Wall = Area of End Zone of Roof = Area of Interior Zone of Wall = Area of Interior Zone of Roof = Total Shear Force to Sidewall = 27.0 ft2 /side 25.4 ft2 /side 7U ft2 /side 66.2 ft2 /side 46d2 Ibs 27.0 ft2 !side 25.4 ft2 /side 70.5 ft2 /side 66.2 ft2 /side 4662 Ibs 5-7-19 z v, w C D MV(d ci 42.0 0.0 gRTER � Sidewall Length = Endwall Length = a= 2a = Porch Length (Left) _ Porch Length (Right) _ Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = 43.33 ft 21.33 ft 3.00 ft 6.00 ft Oft Oft 1702 Ibs 0 Ibs 2960 Ibs 0 Ibs 1702 Ibs 0 Ibs 2960 Ibs 0 Ibs 27 ft2 /side Total Shear = 1702 Ibs 7 ft2 /side Total Shear = 412 Ibs 211 fl/side Total Shear = 882 Ibs 16 ft2 /side Total Shear = 672 Ibs 3668, Ibs ,41`��1 C'lur(ifii No 63802 • s I 0A1 Ifilllliist Seismic Loads Seismic category = A Sos = 0.17 Wall DL = 10 psf Roof DL = 10 psf Total W for seismic shear walls = 15062 Ibs R = I 6.5 Cs = 0 03269 Fx = 492.401 Ibs I � 2� 0 5-7-19 ' N ER t Fx = 0 shear on endwalls = I 246 Ibs/wall shear on sidewalls = I 246 Ibs/wall Compare Wind vs Seismic for shear walls Sbismic Wind Wind with 1.4 reduction Endwall 1246 4662 3330 Sidewalll 1246 1 3668 1 2620 i i i Controlling factors for shear wall panels Controlling factors for Uplift/Shear Forces Endwall —------> Wind Endwall--- — ----- > Wind Sidewall --�-------> Wind Sidewall------> Wind Determination of shear wall I,anel loads Shearwall Design Left Endwall Perforated or Segmented: S Endwall Length = 21.33 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = Length of Full Height Sheathing (2:1) = C, (3.5:1) C, (2:1) Total Force (wind) _ Total Force (seismic) *1.4 =I Load Taken to Shear Wall Segments Uplift Force at End of Wall = 14.2 ft PEA" . 14,2 ft ��•• No 63802 • 1 � `7� 1 ,,,,%s/ONA\- 4662 Ibs /111111», 345 Ibs 328 plf 2955 Ibs Shearwall Design Riaht Endwall Perforated or Segmented: S Endwall Length = 21.33 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = 19 ft Length of Full Height Sheathing (2:1) = 19 ft Co (3.5:1) _ Co (2:1) _ Total Force (wind) = 6512 Ibs Total Force (seismic) *1.4 = 345 Ibs Load Taken to Shear Wall Segments = 343 plf Uplift Force at End of Wall = 3085 Ibs Shearwall Design Top Sidewall Perforated or Segmented: P Sidewall Length = 36.33 ft Wall Height = 9 ft Height of Tallest Opening = 5 ft Height Ratio = 0.55556 Length of Full Height Sheathing (3.5:1) = 25.33 ft Length of Full Height Sheathing (2:1) = 25.33 ft Percent Full Height Sheathing (3.5:1) = 70% Percent Full Height Sheathing (2:1) = 70% n� J2 CD 5-7-19 ' TER 1' add 1850 for high roof Co (3.5:1) = 0.71 from table in IBC/FBC Co (2:1) = 0.7,1 from table in IBC/FBC Total Force (wind) = 5166 Ibs Total Force (seismic) *1.4 = 485 Ibs Load Taken to Shear Wall Segments = 204 pif Uplift Force at End of Wall = 1839 Ibs Shearwall Design Bottom Sidewall Perforated or Segmented: P Sidewall Length = 36 ft Wall Height = 9 ft Height of Tallest Opening = 5 ft Height Ratio = 0.55556 Length of Full Height Sheathing (3.5:1) = 24 ft Length of Full Height Sheathing (2:1) = 24 ft Percent Full Height Sheathing (3.5:1) = 67%', Percent Full Height Sheathing (2:1) = 67% Co (3.5:1) = 0.71 from table in IBC/FBC Co (2:1) = 0.71 from table in IBC/FBC Total Force (wind) = 5166 Ibs Total Force (seismic) *1.4 = 485 Ibs Load Taken to Shear Wall Segments = 215 plf Uplift Force at End of Wall = 1937 Ibs 004 t%IIIII1111/18 * No 63802 /ONAL����� il/11111��� One Story Shear Wall Design Jacobsen Homes - M1651 Summary of Forces Shear Walls Shearwall Required Design Left = 328 pif Shearwall Required Design Right = 343 plf Shearwall Required Design Top = 204 plf Shearwall Required Design Bottom = 215 plf Overturning Forces Racking Load Left Side = 2955 Ibs Racking Load Right Side = 3085 Ibs Racking Load Top Side = 1835 Ibs Racking Load Bottom Side = 1937 Ibs CD 5-7-19 A N E Sidewal To I Right Left Endwall Ridg Bottom