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HomeMy WebLinkAboutManufactured Building PlansND�w<� ,n ENGINEERING • INSPECTIONS CERTIFICATIONS + TESTING July 23, 2020 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1843; MCP-3512; SFD HWC Plan#: 2540-0660(M1843) To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory, built structure on site voids state approvals T-V6M r�:vfic; approval; ancfirispection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. .... - . Plan Reviewer HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1327 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33755 (727) 554-8151 FAX (727) 585-3343 1 (727) 5$5-2392 1 (727) 587.0447 Modubr C*9 InspKgan SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC, EUM�/ PLif617R1V'ING COR<9NAR1CnDNS: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. SCE PLUM51NO & ELECTRICAL DETAILS FOR TESTING & INSPECTION REOWENTS. 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 SO AS TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION B OTHERS). ALL GRASS VEGETATION ORG ANIC MATTER UNSTABLE SOIL WALLS I Y T ) D LETERIO S ATER[ALS (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS), OTHER E U M II, 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 SQ. FT. FOR EACH 150 $0. _<- FEET OF CRAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER ( THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER IS REQ'D BELOW THE BUILDING. `^'ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY Be USED. AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE 3. THE FINISHED GROUND LEVEL OF 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 PERIMETER, OR THAT THE SURFACE WATER DOES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE UNDER -FLOOR SPACE SHALL, AT A MINIMUM, Be AS HIGH AS THE OUTSIDE FINISHED GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM 15 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 & COWMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING 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 FACTORY. THEREFORE, A MINIMUM 1 1/2" BEARING SHALL ALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM (SIDEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED(. 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 MATERIALIS). 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96% DENSITY -PER ASTM 0-1557. FOOTERS 12" BELOW VIRGIN SOIL AND BELOW FROST -LINE. e. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL Be 12 INCHES 1305mm) & IN ALL GASES 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 SLABSI. 2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREAI TO THE SOIL. 3. A 1'-0" (12 INCHE51 MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAINS, & WATER HEATER T&P DRAIN (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 LOCATED WITHIN A MINIMUM OF 1'-0" 112 INCHES) FROM ANT/ALL EXTERIOR WALLS OF THE FOUNDATION SYSTEM AND/OR ANY PORTION OF THE BUILDING/STRUCTURE OR AS ALLOWED BY THE FBC/FRC. S. TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN. 6 MIL POLY VAPOR BARRIER, TREATMENT SHALL Be DONE AFTER ALL EXCAVATION, BACK FILLING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL BE RETREATED. 6. ND WOOD, VEGETATION, DEAD ROOTS, CARDBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFTEEN FEET OF ANY BUILDING/STRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1, 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL Be INSTALLED ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER 15 NOT REQ'D. FOR G NG PROTWnON: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS. ❑ ❑ ❑ ❑ ❑❑�❑ HO EINIFE] 600 P HARBOR, RD COURT, SAFETY HARBOR, R 34695 Y CODE] 727'-726-1198 GNOTES: OR`0011TRUCTUIM MAY A• ALr A. REFER TOTMOM BELOOW-oo0 ZONN 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 JAC05SEN HOME SPECIFICATIONS, OBTAIN ALL REQUIRED PERMITS, & 5CHEDULE & INSURE THAT ANY INSPECTIONS REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY AND ALL REVIEW, APPROVAL, INSPECTION, RE -INSPECTION FEES ANO/OR OTHER COSTS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM TO CODES & JACOBSEN SPEC'S MAY AFFECT THE WARRANTY. 3. THE FLORIOA CERTIFIED CONTRACTOR 15 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 Or 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 [LOCATED) IN "HIGH VELOCITY HURRICANE ZONES° - DADE AND BROWARD COUNTIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH H 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 IS 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 NOT SHOWN BUT ARE REQ'D FOR THE COMPLETION OF ANY ITEM INCLUDED IN 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 SPECS) ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEET5. NON: & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. NON: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS "LIGHT -FRAME TRUSS -TYPE CONSTRUCTION" AS REFERENCED IN PAC RULE 69A-3.012151. POSTING OF NOTICE SIGNIS) AS REQUIRED BY PAC RULE 6BA-3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY OF THE BUILDING OWNER. WAWNG: 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 00 NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. 6TAlE: STATE OF FL.OR10A )n BumwG V 2017 FRC 6TH EDITION 9; MEOLWCAU 2017 FRC 61x IaIOON vzcm=u 2 2014 NEC 1 8 PLUMIN. 2017 FRC 04 67" EODpN EID6Grt 2017 FRC 61H EOUION 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 DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE. S ty� : RR�IST THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: 1. ALL SITE GRADING/FILL AND LOT PREP. (INCLUDING ORAINAGEI. 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 RE0'MENTS). 5. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEM(S). 6. ANY PORTABLE FIRE EXTINGUISHERIS) AND/OR FIRE SUPPRESSION SYSTEM(S) REO'D. 7. ELECTRICAL SERVICE [INCLUDING FEEDERS) & CROSS-OVERS ON MULTI -SECTION UNITS. B. ALL UNFINISHED DRYWALL - COMPLETE PANEL FASTENING, TAPE, & TEXTURE. 3/8" NAILS - 8" O.C. MAX., 3/8" SCREWS - 16" O.C. MAX.; - UNFINSHED DRYWALL ONLY. 9. STRUCTURAL & AESTHETIC INTERCONNECTIONS BETWEEN MODULES/SECTIONS. 10. EXT. SIDING AND ROOFING DNCL BONDING OF METAL SIDING OR ROOP COVERINGS( 11. EXTERIOR WALL FINISH RtNDWALLSI AND SOFFIT MATERIALS (ENDWALL/PORCH AREASI 12. WINDOW GUARDS, FALL PROTECTION, WINDOW PROTECTION, AND/OR STORM SHUTTERS. 13. BOTTOM OF FLOOR INSULATION/BOTTOM BOARD MATERIAL WILL BeNOTED ON PLAN) . I. 14. CROSS -OVER CONNECTIONS (HVACL PRESH AIR INTAKE, AND BLOWER DOOR TEST. 15. AIR CONDITIONING AND HEATING SYSTEM (REFER TO FLORIDA ENERGY CALCULATIONS FOR MINIMUM EFFICIENCY REQUIREMENTS). INSTALLED ON-5ITE, BY OTHERS. 16. HVAC DISCONNECT, WIRING, BREAKERS, SERVICE RECEPTACLE, ETC.... 17. ROOF COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION IRIDGE/DORMERS, ETC-). 18. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. 20. RE(FD GRAB BARB AND ANY OTHER ADORABLE FEATURES THAT ARE REQUIRED. 21. ONLY WHEN NOT INSTALLED IN THE FACTORY, INSULATION AND REQ'D AIR BARRIER 22. HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE INSTALLED ON -SITE, BY OTHERS. 25. -BUILDING ADDRESS- AS REQUIRED BY FBC R319.1 ARE INSTALLED ON-OITE, BY OTHERS. 24. UNIT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE. ITEMS INSTALLED AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. G14,MON: 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 $HALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES IHVHZI. (I.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). PLAN SPNCIIS a UsnNlG AGENCY APPROVAL WITS DRAWING PACKAGE COMPLI OG �� G � ❑❑❑❑ ❑❑■❑ ❑ ❑❑ 09S OIV( )PAGE( s) WITH THE FLORIDA MANUFACTURES BUILDING ACT OF 1979 AND ADHERES COVER SHEET & NOTES 1 TO THE FOLLOWING CRITERIA: FLOOR PLAN LAYOUT 2 •• �, E IV $ •'• •' COMM=W/2017 FLORIDA RES. CODE, FLOOR PLAN OPTIONS 3 �� ft ••• R INCLUDING ALL 6rH® ELECTRICAL CALC'S & NOTES 4 � La No 63802moN V-B ELECTRICAL LAYOUT 5 � � i€ • CONSTRUCTION TYPE EXTERIOR ELEVATIONS 6 • - OCCUPANCY SFD EXTERIOR ELEVATIONS 7 • 3B S� C TOTAL NUMBER PLUMBING NOTES & DETAILS 8 I 'E � S: OF STORH1 �•••� R `•'• POTABLE WATER SYSTEM DETAILS 9 170 MPH HAND 1TH.O Vult (Ultimate) HVAC SYSTEM LAYOUT 10 �� TONAL ,,,���I •'• FIRE RATING OF SHEARWALL & SET-UP DETAILS 11 EXTWORWALLS o SHEARWALL CALCULATIONS 12 Z ALLOWABLE 40 PSF FOUNDATION LOAD DETAILS 13 FLOOR LOAD TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE ROOF LOADTYPICAL 20 PSF CROSS-SECTION (OFF -FRAME) 15. a This item a b digitally to has been I (tall signed and sealed b Michael G T mk g Y g Y 0 0 g s©sMlc LOAD o P.E. On 7/23/2020 JACOBSEN Printed copies of this document are not considered signed and 6TW OIESTEQ IW MANUFACIUAER HOMES sealed and the sienature must be verified on anv electronic conies IN 46516 W41264,74S HIGH VE Off NO HURRICANE ZONE PLAN NO.: MCP-3512 nIESE PLANS COMPLY WITH RULE 61-620-3 ATMC I M: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S TRUSS DETAILS) ,AREA RESERVED FOR I.IFT]ING AGENCY ,APPROVAL STAMPS: FOR PRODUCT APPROVAL OR WITH REVIEW OF THE PLANS AND SPECIFICATIONS CONTAINED WITHIN THIS DRAWING STATE OF MORIDA STATUTE 553.842 PACKAGE INDICATES COMPLIANCE WITH THE CODES REFERENCED HEREIN. CONSTRUCTION CALC'S FIGURED PER R301.2.1.1 - METHOD 3 RAISED SEAL (OR ELECMOMCALLY SEALED) SET OF BUILDING PLANS ARE ON FILE P ROVFO IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR C a e � Jy THE MANUFACTURERS DATA SNIT( G To mko 0 7- 2 3- 2 0 AND THE STATE (DBPR) INSIGNIA, SHALL 6u`: GENSF?�Q,•, � N BE PERMANENTLY MOUNTED TO OR •�: x. 62eoz •. 2020.07. Z w ABOUT THE ELECTRICAL PANEL (COVER). _6� $t R Qq �j,w„ 401(yy�ln 23 08:59: � yF� A P R T E R 11"�� 46-05'00' ���y KiC JENG,r ZINC. SECTION 553.8011T(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULARI 1627 S. MYRTLE AVE. BUILDINGS BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING N6 Iv6PN CLEARWATER. 337.i6 ATTESTS PROVED THIRD PA HAVE BBEENI REVIEWED AND PLIANT ILDINGR HAS SEEN INSPECTED O A STATE APPROVED THIRD PARTY AGENCY AND ROUND COMPLIANT WITH THE PLORIDA BUILDING CODE. 1, �l 584-8151 COMPLIES W/ 2017 FLORIDA RES. CODE, ')SA0_nr.r,n1nn1 5ZA21 INCLUDING ALL 6tA EDITION t, ate 7-23-20 %, n No. _._.. ..._ TWS BUILDING IS NOT A HUDI BUILDING. d,p(Jroved fW SGOIT 8. F- i tw TITS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SRE BUILT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. OPROXMMATE SQUARE FOOTAGE OF BUILDING: V (vladyisr EDiAI ng Puns FAFr> 1 % 84R SQ.FT. LMNG AREA Florida Umnse No. SMP-42 ' } DESIGN WIND SPEEDS: 170 MPH Vult (Ultirnate) 40/r 131.7 MPH Va5d (Allow. Stress Design) USE THE DESIGN OF VO•d • 150 MPH, EXPOSURE CIMRH .30 FEET IN THE CONSTRUCTION MANUAL FOR THE DESIGN OF VWt • f70 MPH, EXPOSURE D, MRN • BO FEET. 4 S100NMAL PACKAGO 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 2020 rRI l-1 DRAWN: D.W.H. CFI©®: M.T. DATE: 7m/2020 SCALE: B116..Iw" SHEET: I OF is WIC: EXPc6Mr• 0 OWS: 170 MPH MODELS MOD.1643 WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(SI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. COPYRIGHT © 2020, JACOBSEN NOMEq SAFETY HARBOR, PLOMDA, ALL RIGHTS RESERVED. L 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOP AND/OR WEATHER RESISTANT COVERISI - INCLUDING ALL EXT. RECEPTACLES d LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR"[WEATHER RESISTANTI. 4U-o' 6' 26-T 41/r F5!-r 41/z' Y_Y + 1/Y OFFSET F MOD_1843 PULL ALL 170 MPH - Vult(Ultimate) 2'41/2' EXPOSURE D 22'-1 1/4' 21?-S' 39 6' MRH = 30 FEET 40 3/4' 1S-2 3/4' 2p'-6' 25-101/Y MASTER MODEL E13D SWITCHED OUTLEf5IN UPPERCABEAREAANDINLOWERCASAREA PREP.FOR 1/Y X 601/f 4" OVERHANGS _ 1 X 40 IN } - ANKL sswx241/2' 1601/4' - - - 41/Y 1601/4'- 301/Y X 12 1/4' - - This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies I 3 / DININ 75 I III IH, W II III NAME _- (� TSAMPI142 AE III DIW LHE UNDERFLOOR L=====_` _ �./__ _ p O G bD•SHOWER w BEDROOM #2 102 / \\\ \ I WHEN EXTERIOR DOORS ARE INSTALLED ON4IIE, BY OTHERS; DOORS SHALL COMPLY WM ALL EGRESS, ALL LIGHTd VG AND ALL WIND LOADING REO'NENiS (ONSTE,WOTHERS) pllp v b O \ ' 4-61 5 , HAN NI -y I 15 AMPIl D1430WIRE I 1 OI( O 6v .4.AN PREP.[ � S 6' y Nlav / \ // �� Ise 11 405/6' 20 %5 I L� 1 KITCHEN y #1 0 _� /� o 12 zz / / /\ t� 10 3%f I I 60•FT.VJPNOO \\ 41 INSTmmNSITe DroTHpex a WALL /� 241/Y X 601/f WHEN EXTERIOR DOORS ARE INSTALLED ON411E, BY OTHERS; DOORS SHALL . 2 ; 13 I IJ 1µ u f .I�, ,�1 �' 1` 1 / .FFi� B �� A `Y \ 60•Vi;eMNLOOR n 1 COMPLY WTH ALL EGRESS. ALL LIGHT d VENT. AND ALL WIND LOADING REO'MENIS /� ` \ / db 3 (ON4ITE,BYDTNERS) 0 a C, 1 71' FAN PREP.[ 8' 2" I I b -52 2 o:"g LIVING RM. ® I m BEBROOM #1 - 161 �1 123 .--. OFFSET SOLID FUEL RURNINH FR1Fl A'E'F- WHEN INSTALLID, FIRFPLAOE SHALL mMPLY WITH 11.14127 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA REO'D PROV'D REO'D PROV'O PASS / NAME ISO. FTJ (50. FT.) (SO. FT.) I50. FT., ISO. FTJ FAIL BCUROOM }1 l23 9.tl9 ll.Otl 4.9[ B.</ rq=a BEDROOM 02 102 8.16 ID.36 4.08 7.12 PASS LIVING ROOM 161 12.88 26.52 6.44 13.92 PASS DINING ROOM 75 6 22.2 3 11.76 PASS ANY ATTACHMENTS TO THIS STRUCTURE SHALL HE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUEE I -ADS ANI NOR rrrHER FOREES 0krF0 THIS RE In mN15ISTRE II -TITHE I � Idb EfiRESS 301/Y X 601/f 301/Y X 121/4' 361/Y X 601/4• 17-31/Y W-10' 2S-7 25-113/117 24!-71/Y . 115/8 TYP X DRY�A � EXTERIOR I I 1t'-t7 LEGEND - FLOOR PLAN SYMBOLS :11 OR ;1( 12" OR 14" RETURN AIR DROP ITYP.) 11 12" DUCT RISER LOCATION (TYP.) 1 1 AIR HANDLER LOCATION (TYP.) SHEARWALL O1 SHEARWALL DESIGNATOR ISEE TABLE) ❑1 COLUMN LOCATION ISEE TABLET ©®® 11 7/8", 14^ OR 15 7/8" RIDGE BEAM i 8 . M6 rnO SMOKE ALARMS IWALL 4 CEILING, R COMB. CWSMOKE ALARMIST �■ .W-e � W W ar w W 0 W Q f N H O O N WQ W V W W W O W W O W I liV ISM QW V 9 `3 z N F N p r W O fr 0 y x > IC X X X x R Q try O 0 o O r xD� H i' Y W 15 0 �3 u zD� O o E o e `3 d' 3 0 d'?� d N OLj O W CCN d a K `y W C N a m in m ' J i Z W Ud r J 1 W Ha• � •raI 6 N f �1 N N d a z r N d a N O Z j' n N m Z `' ZOO O m JO Z •; i'1 a OIT _ O� 0� v .J.I w! N N 1� J ..rT w� e 3 3�-o3�=x w� c 3 o3 =x 'x o _ x = i 0 ' O 3 z '. 0 ?-Z Z' N 3 ZN 3 0 w H w 01 0 1N w za = ? m za z ? m y Lo 0= 0 ;N:: 11J1 za z ? m y 0� O H O za Z .r- m 0= O H O �a = m F 1 O FQ I O ,Uw O J 0 W0 U j 0 F J O Ww O j 0 F J O ww !_- J O WN U J SO DO SD ED to lwQ.. J =O C yFQ J K 20 DO a�Q J K SO a 1AF J O 20 m ww.. J D K OQ 3 0 0 waK 3 O O wQ6' i O 0 0 WQ Q o 0 OQ 3 O O 4'W K m CW K vt n _ _ KW K i _ CW 0 n _ KZ 0 n W _ toy O i i ie in O Z Z n tai E� nLL LL i i i9 D~i O Z Z n1QA W e i ION O Z Z nLL LL E� io in i i na Y Y O O O O O JACOBSEN HOMES 5 MCP-3512 35-11 1/2' 3g-8' 170 D MCP•3512 © 7/2212020 (VADTH) (HEIGHT) (HEIGHT) (USA) (HEIGHT) 0 ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE C PLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. COLUMN suml s DESIGN WIND SPEED: 170 MPH - yull 01i-1.I ❑ MAXIMUM MW HEIGHT: 1... MEAN ROOF HEIGHT IMRHI: 30 FEET DESIGN ROOF LOAD: 20 PSP EXPOSURE CATEGORY: D COL. NUM. COL TYPE STUD BRO. BLOCK OR TRUSS SPAN (FEET[ CONDINED UPLIPT LOAD (POUNDS) COL. NUM. COL TYPE STUD BPO. BLOCK OR TRUSS SPA IPBETILOAD OMBINED CUPLIFT (POUNDS) NUM. TYPB NUM. TYPE El 2 2 2x4 N 11.333 5210 E O 0 O N O 0 2 2 2X4 N 11.333 O O O N O ❑2 4 4 2X6 N 17.333 2605 O O O N 0 o It O 0 O N O O 0 O N p ❑3 O O O N O 2605 ❑7 O O 0 N 0 O 13 1 2.6 N 11.>33 O O 0 N o O O 0 N O o �8 O 0 0 N 0 0 O O 0 N O O 0 0 N 0 SfEFIw,RttllV:M A - 57.3 PSF 1D W O RwGN Spmvf; X 0 B = 10 PSF L OICIRC'i1NO iSPN FIE", O C 41.45 PSF TTHHE AT eACN exD DE Au 6xeAX- D = 10 PSF ALL SEGMENT.. DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 394 PLP rJ 164 PLP t OVERTURNING FORCE: OVERTURNING FORCE: 3545 LBS 1480 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 655 PLP O PLP 2 OVERTURNING FORCE: O OVERTURNING FORCE: 5875 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 421 PLP 0 PLP 3 OVERTURNING FORCE: 7 OVERTURNING FORCE: 5785 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 167 PLP 0 PLP 4 OVERTURNING FORCE: O OVERTURNING FORCE: 1506 LBS O LBS T1eRE OETAD! AKB 1AARS ARe earrmnnuL AND PROMI¢TARY IwTEDuw TIE WNIQia ar THa Muw1NR PAOGRC ODNTADN aerrmnrttAL AIOIOII PMVCEOm DR'ORYAn01l AMm uuurinloao aE, DDPYDIPI DER BR pAT10e11TtON or T1RS PAI,TARE, OR AM w TIe COMTMlNIR COMTAOIEO Tlalm/, a RTcenr PRSI®IRD Sr JAOOBRd MMDYGR AID MAY eN! uNUNTLL. TICPC wTEOA:! ARe PROVIDED TO THE RCCWMT POM dPECA:C PMIPOIN S ONLY AND /HALL NOT BE PCAXNED, CWIZO, 90 O"MMINE RCRODUCBO AMONOR MSTRIDYTCD TO OTHERS FOR ANY }HIV WO WMWr MM" WIOTTO/ AORIOID7A7tON FROM JKOGBI HOMM THIS DMWDa ►ACIEASB AND ALL Ta CONTENTS ARE THO EKCLIBM PRORJRT OF JACOOSEN HOMES, ALL NIMmI RdtlMD. CORIOMR 20" WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS SIZE W x L(SO. WINDOWE930 LIGHT PROVIDED FT.) VENT PROVIDED (so. PT.I 18 x 66 7.789 0 18 x 38 7.789 O 18 x 402.12 1.08 18 x 60 5.41 1.74 18 x 66 3A2 1.74 24 x 12 7.789 0 24 x 40 9.643 4.1 2.19 24 x 54 12.997 O 0 24 x 60 14.455 6.68 3.56 30 • 1B 4.>72 3.331 0 30 x 27 6.529 3,9 1.73 30 x 40 9.642, 5.44 2.85 30 X 60 14.436 8.84 4.64 30 x 64 15.393 9.52 5 r >4 x 34 8.206 7,769 0 36 x 18 1 4.372 7.79912�0. 36 z 40 9.643 6.]I 36 x 60 14.435 f0.91 38 X B 4.814 7.789 72 x 13 aSII 13.491 DOOR SCHEDULE DOOR SIZE W x L AREA ISO. PT.I LIGHT PROVIDED (SO. FT.) 38 x 82 21.639 0 38 x 82 21.639 4.7591 38 z 82 21.63. 5.7 ]2 x 80 40 32,54 108 x 80 57.162 48.81 M==a �aW J!!C p g O m o M¢ ® = a u o O O Z ;Mo ¢ p o F a = O M K p U LL � a � a;o MDm azo`m n aii Q=� za zam >m aH FMM0111 K3A`a�zr yy/M 1. SOME ITEMS SHOWN MAY BE OPTIONAL. 2. FOUNDATION 15 INSTALLED ON -SITE, BY OTHERS AND IS SUBJECT TO ALL STATE AND LOCAL CODES AND INSPECTIONS. 5. 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 REWD FOUNDATION ARE ON -SITE, BY OTHERS. S. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS, 6. ALL RAMPS, STAIRS, d RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS d INSTALLED ON -SITE, BY OTHERS, B. SEE FLORIDA ENERGY CALCS FOR MIN. HVAC SPECS. 9. ANY PORCH SOPPIT 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[. <W11. DIMENSIONS SHOWN ARE ACTUAL FLOOR SIZE; EXT. SHEATHING, SIDING, ETC... ARE NOT INCLUDED. �12. 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 -FRAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE FLR. \^ SYSTEM (JOIST SIZES) CHANGES - SEE COSTR PKG. 14. SEE NOTES 4 d 5 [SITE PREPJFOUNDATION) ON COVER. .RASA RESERVER FOR USIING AGENCY APPROVAL STAMPS: V-D PpPROVP.fO ^'�' • • J ..m0 1GwA� 7-23-20 Z N Ir® 3D PBET No 4� JACO AAIaADI® C Aypgd IMN NL COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION ;SINo 63802 R O R %'r,. "' 10NAV` �` i € E_ � S� F A: 00] OIFSIFI Di EUGUM, DI 46616 (S42644745 REVISION. 0 llY RR1E �M 1A+1 O RNMt D.W.H. COMM: M.T. DAU: 7/22/2010 WAU: 3n6. - 1L0. S111=2 1 .2OFi's wM Expoeuro D 1NAIS: 170 MPH MOR84 MOD-1843 COPYRIGHT © 2020, JACOBSON HOMES, SAPMW HARBOR, FLORIDA. ALL RIGHTS RESERVED. 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES a 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 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies TRUSS HGA10TX26 GA STRAP 31X1 112 - NAILS EA. SIDE 2X6 TOP PLATE BEDROOM #1 123 EACH SIDE (2' MIN TO TRUSSBC) TRUSS 5TRAPING DETAIL FOR CLIP SOLID FUEL BURNING FIRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA RE0'D PROVO RE0'D PROV'D IPA55 / NAME (SO. FT.) 190. FT.) ISO. FT.) (SO. FT.I (SO. FT.I FAIL BEDROOM !2 102 8.16 15.36 4.08 7.12 PASS LIVING ROOM 161 12.88 26.52 6.44 13.92 PASS DINING ROOM 75 6 22.2 3 11.76 PASS LEGEND - FLOOR PLAN SYMBOLS NT Oft :11 12" OR W1 RETURN AIR DROP ITYP.I 1P 12" DUCT RISER LOCATION (TTP.) I 1 AIR HANDLER LOCATION (TYFI SHEARWALL OSHEARWALL DESIGNATOR [SEE TABLE) COLUMN LOCATION (SEE TABLEI ©®® 11 7/81, 14" OR 15 7/8" RIDGE BEAM .4aY ay.O SMOKE ALARMS [WALL a CEILINGI SS� `x COMB. Co/SMOKE ALARM(51 COLUMN SUPPOIDS DESIGN WINO SPEED: 170 MPH - V"11 IUllimetal ❑ MAXIMUM MW HEIGHT: 1 ' MEAN ROOF HEIGHT [MRH): 90 FeCT DBSI.N ROOF LOAD: 20 PSF EXPOSURE CATEGORY: D COL NUM. COL TYPO STUD BRG, DLOGK OR U. SPAN (Fe.11 GOMBINED UPLIFT LOAD IPOUND51 LOL. NUM. GOL TIPS ITUp DRO. BLOCK OR TRUSS SPAN weer COMBINED UPLIFT LOAD (POUNDS) NUM. TYPB NUM. TYPe 2 2 2x4 N 11.333 0 0 0521002x4 N ILIBI O O +ON 0 4 4 2Xfi N 11.333 2605 0 0 +0. 0 0 0 0 0 N 0 0 0 0 3 arm] O O O N 0 2605 ❑7 O O O N O 0 13 1 2x6 N 11.333 0 O O N O ❑0 4 0 O N 0 0 � 0 0 ° N 0 O O O 0 N O 0 0 0 N 0 ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF 5UPPORTINIS AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/5THUCTURE THE PETALS AND nJ1I• AIS WtIIDGRR At0 RROrRRTARY N11TED,V. YNE C."rM 1 W THIS �M." rAOWO COWIAM CONF C AOIMI rDVLdEP P TIDN ANT 1r1AUMH® UK WRMS, M> OM.IF M OYl1®URpI W T r/=R - W A W T CONTMft GDNfA T ENK Y STNMV ppwa RD by J4°O.iBN HDTV' MO Wr Be IRLANTL T "TM" AIR rROVWED TO THE RGCVPM MR SPCWW rUP"M O14Y AND SHALL WE` INE SCAKNM CO►W% OR OTNOIW= IRNIDWCEJ MOMR DISTODVim TO OT rDR ANT Fl EPM wRI1OUT =n0" "MEN AITT/DI1pATON r M JAWDSp1 NOYE► TIOS ORA'SMS rACRASE AND ALL RS G LATENT• AIR THE OIGIDR18 PROM" Or JACO SEN K9MCL ALL IUWM RGSeRMD. CWMWr U20 A = 57.3 PSF O$HMRWALL N M OESIGN SPECS: 0 B M 10 PSF UNLESS OTxDRw[sE SPDCIFIB01 Q C = 41.45 PSF THe q RE.. ' ALL sNe'AR J D = 10 P5F WALL 5eGMENT9. DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O 994 PLF 164 PLP OVERTURNING FORCE: O OVERTURNING FORCE: 3543 LBS 1480 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 653 PLF 0 PLF 2 OVERTURNING FORCE: 6 OVERTURNING FORCE: 5873 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 421 PLF O PLF O OVERTURNING FORCE: 7 OVERTURNING FORCE: 3785 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O 16] PLF OVERTURNING FORCE: $ O PLF OVERTURNING FORCE: 1506 LBS 0 LBS WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS WINDOW SIZE W x L AREA ISO. A LIGHT PROVIDED (SO. FT.) VENT PROVIDED (50. FT.I 18 x 66 15.872 7.789 0 18 x 38 9.164 7.789 0 18 x 40 9.643 2.12 1.08 18 x 60 14.455 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 24 x 54 12.997 0 0 24 x 60 14A35 G668 3.56 30 x 18 4.572 3.331 0 30 x 27 6.529 3.9 1.73 30 x 40 9.643 6.44 2.85 30 x 60 14.435 8.84 4.64 r 30 x 64 15.393 9.52 5 34 X 34 8.206 7.789 0 36 x 1B 4.372 ].789 0 36 X 40 9.643 6.71 5.4 36 x 60 14.435 10.91 5.7 38 x B 4.914 7.789 0 72 z 19 8.511 15.491 0 DOOR SCHEDULE DOOR SIZE W z L AREA ISO. FT.) LIGHT PROVIDED (SO, FT.) VENT PROVIDED (SO. FT.) 38 x 82 21.639 0 0 38 x 82 21.639 4.7391 0 38 z 82 21.639 5.7 0 72 x 80 40 32.54 16.06 108 z BO 57.162 48.81 24.09 Z~ au �y 1= Z �Irt I G 5 =�pM NmOv u¢� ®11H�m i o m z 0 u i ¢ a �LL �av y" gw 4Gmek Qo- m h Q Z � O D < O U Z Q W S Q d Q w s 3 a z a ROOK Pi NCMS: 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 COVeReO BY THESE APPROVED PLAN5. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND RED'D FOUNDATION ARE ON -SITE, BY OTHERS. 5. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, a RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS a INSTALLED ON -SITE, BY OTHERS, 8, SEE FLORIDA ENERGY CALLS FOR MIN. HVAC SPEWS. 9. ANY PORCH SOFFIT IS INSTALLED ON -SITE, BY OTHERS. 10. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS IMAT BE "FLIPPED^ SIDE TO SIDE AND/OR END TO END - OR BOTH). 11. 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. 13 THIS PLAN MAY BE CONSTRUCTED AS EITHER AN 0* FRAME OR AN OFF -FRAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE FLR. SYSTEM (JOIST SIZESI CHANGES - SEE COSTP. PKG. 14. SEE NOTES 4 a 5 ISITE PREP./FOUNDATIONI ON COVER. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVf6x V-D a e A e 20 )_�k- -ETJACOB9j��io HoO IT:x,xeR rux • T ,.xx ex�v cede exn,cwe �eexrnmu me COMPLIES W/ 2077 FLORIDA RES. CODE, - J INCLUDtNG ALL 6ih EDITION ��. •gip E N SF�: aT No 63802 • $ . .c ORGY . •... N n�It 0 • qQ F A]W wrsTm PR. IL:OMPi, M 4as1a 4G4 264-0 4T • I F 0 5 AL P REVISIONS Q SY DATE DRAWN: D.W.H. CfffCKW: M.T. DATE: 7/22/2020 SCALE: SHINE 3 Of 15 WEC: Expoaure D DWS: 170 MPH MODEL: MOD-1845 COPYRIGHT © 2020, JACODGEN HOMER, YAPM HARBOR, P'LORIDA, ALL RIGHTS MOORVED. k BUILDING SIZE: 842 Sq. Ft. 1. MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM 15q. F1. x 3 VA / 120 VOLTS / 15 AMPERES - MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REQUI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: 842 X 3 VA 2526 VA TOTAL VOLT-AMPERES: 2526 VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT 1.500 VOLT-AMPERES PER 20 AMPERE CIRCUIT: SMALL APPLIANCE LOAD: 3 X 1,600.00 VA - 4500 VA LAUNDRY LOAD: 1 X 1500.00 VA 1500 VA TOTAL VOLT-AMPERES: = 6000 VA 4. NAMEPLATE RATING OF ALL FIXED APPLIANCES TIN VOLT-AMPERESI: CLOTHES DRYER: = 5800 VA RANGE: = 9600 VA COOK TOP: = 0 VA WALL OVEN: O VA MICROWAVE OVEN: = 2400 VA DISHWASHER: 1360 VA GARBAGE DISPOSAL: 1060 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 / OILI: 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 - IA) THRU IFI - IN VOLT-AMPERESI: A. 100% OF THE NAMEPLATE RATING(S) OF THE AIR-CONDITIONING AND / OR COOLING [VOLT-AMPERESI: 1 x 14400 x 1009 = 14400 VA LARGEST B. 10OX OF THE NAMEPLATE RATINGIS) OF THE HEATING WHEN A HEAT PUMP 15 USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING (VOLT-AMPERESI: 1 % 12000 % 100X = 12000 VA C. 100% OF THE NAMEPLATE RATINGISI OF ELECTRICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EXPECTED TO BE CONTINUOUS AT THE FULL NAMEPLATE VALUE. SYSTEMS QUALIFYING UNDER THIS SECTION SHALL NOT BE CALCULATED UNDER ANY OTHER SECTION IN 220.82(CI (VOLT-AMPERES) 0 X 0 X 100% 0 VA D. 10OX OF THE NAMEPLATE RATINGISI OF THE HEAT PUMP COMPRESSOR AND 65N OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP HEAT PUMP COMPRESSOR IS PREVENTED FROM 0 X 0 x10ON = 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 % 0 X 10ON = 0 VA HEAT FOR THE TOTAL CENTRAL SPACE HEATING LOAD (VOLT-AMPERES): TOTAL LOAD (6%.. 0 VA E. 65% OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED UNITS (VOLT-AMPERESI: 0 X 0 X 65% = 0 VA F. 40% OF THE NAMEPLATE RATINGIS) OF ELECTRIC SPACE HEATING IF FOUR OR MORE SEPARATELY CONTROLLED UNITS [VOLT-AMPERE51: 0 X 0 x 40% v 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: = 14400 VA 7. TOTAL CALCULATED LOAD ILOADS AS CALCULATED IN 2 THRU 5 ABOVEI: TOTAL GENERAL LIGHTING / USE CIRCUITS (21: = 2526 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD 131: 6000 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCES141: 25010 VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS 151: 660 VA - TOTAL VOLT-AMPERES (COMBINED TOTALS 2-5 ABOVE(: = 34196 VA 8. TOTAL COMBINED LOAD (FROM 7 ABOVEI: 34196 VA FIRST IOKVA AT 10ON: - 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: • 24196 VA 9. FIRST IOKVA AT 10ON: = 10000 VA (FROM 8 ABOVEI 24196 VA - REMAINDER AT 40X: 9678.4 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: 19678.4 VA 10. TOTAL COMBINED LOAD (FROM 9 ABOVE(: 19678.4 VA TOTAL HEATING AND AC LOADS (6) - LARGEST OF (A) THRU IF]: 14400 VA SUBTOTAL- = 34078.4 VA SUBTOTAL DIVIDED BY - VOLTS: / 240.00 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: - 141.99 AMPERES 1 ELECTRIC SERVICE PANEL P.E. On 7/23/2020 Gf��� NCO& signature Printed copies this document are not considered signed and sealed and the signature must be verified on any electronic co( 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES IFIXTURES) 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 IFIXTURE). 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 IFIXTURES) 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 IFIXTURES) INSTALLED ON THE I THE OPEN POSITION. WHEN THE W HEATERS IS NOT INSTALLED LOCKED N ATER (I N WALL ABOVE THE DOOR OR ON THE CEILING PROVIDED THERE IS A MINIMUM , AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE. HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE IFIXTURE) 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 I5 A MINIMUM CLEARANCE 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE)AND THE NEAREST POINT OF A ACCORDANCE WITH THAT LISTING. STORAGE SPACE. 7. ALL WIRING IS NM CABLE, 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(S), SHALL BE CONNECTED ON -SITE CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), 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 I5 NOT INSTALLED / INSPECTED AT THE FACTORY, AND 8 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 1S ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL 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 (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED 110-9 OF THE NATIONAL ELECTRICAL CODE INECI. BY A CERTIFIED ELECTRICAL CONTRACTOR ION -SITE, BY OTHERS). ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE 11. ALL 120-VOLT, SINGLE PHASE, IS- 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, PAMILY ROOMS, CLOSETS, HALLS, DINING -ROOMS, KITCHENS, LAUNDRY ROOMS, a 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. TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. 12. ALL SMOKE ALARMS SHALL 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. 200 AMP 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON MAIN PANEL THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL •» THE H"C 15 SIZED AND INSTALLED ON -SITE, BY A QUALIPIeD, STATE CERTIPIED, COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE INECI. �i1/J/(� ELECTRICAL CONTRACTOR - INSPECTED BY LOCAL JURISDICTION. 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE I11 20 AMPERE 112-21 CIRCUIT. 1201240 VOLT IMPORTANTREAD AND UNDERSTAND ALL NOTES ON THIS SHEET AND SHEET 4 OF IS. / ' % : 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH SINGLE PHASE HERTZ EOaw CAPACITY: 14100 -PR­. MINIMUM SERVICE PANEL MAIN MAIN SERVICE PANEL, MAIN BREAKER SIZE: RAMPRERES GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED LDD1D IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 104 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED OPTIONAL: 96 (AWGI COPPER WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED 1 OR 2 ADDITIONAL 1" CONDUIT DROPS f GROUND (MINIMUM) INSTALLED �� PER NATIONAL ELECTRICAL CODE WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. MAY BE ORDERED GROUND WIRE IS ON -SITE, BY OTHERS. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. AND INSTALLED FOR FUTURE USE. REFER TO NOTES 1, 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 RIGID METAL OR RIGID LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN NON-METALLIC CONDUIT 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. ,G 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS 200 Aw LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, �R��G AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN LEIvnAL ��7 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. THE SERVICE PANEL MAIN BREAKER SIZE MAY 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS BB INCREASED FROM THAT SHOWN HERE. IF AND (ENTRANCE WIRES) WIRE SIZES BREAKER (GROUNDINGSIZE SHALL WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET BE INCREASED TO THE CORRECT SIZE BASED ON THE CURRENT NEC THAT IS IN EFFECT AT THE TIME. TH15 15 ON -SITE, BY OTHERS AND SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. movicl 200 AMPERE FUCIRIC SERVICE IRAM CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVEp PKP,.MmM DFD a�� 0 170 MPHX.mw.vuw, 7-23-20 ? X,A No DD Ill Feel weaN t"� ���4W MNIVXcrvvu JACO eS[N 4 Q 11AR MCP-0411H0 y� 5O o I I I I •0. wencNeN ei P OgRTER t' P°J COMPLIES W/ 2011 FLORIDA I.E. CODE, INCLUDING ALL 61h EDITION y�GENSR�': 7. No 63802 ; 0 r r Sl, 47W C1IEBTER DR. RIOIAB , Qi 46516 lvQ 20407M REVISIONS BY DATE DRMWNz D.W.H. (MGM: M.T. DATE: 7/22/2020 SCALE: Bna . 1LoD SHMI, ®r IS WEC: ExposOPD D DWS: 170 MPH MODE(.: MOD-1843 zS TMF1O DLTAMS AND R KO W1A•DENTAL Alp FROPI oMrr MATOIDA:l. THE LYMNCMIR - TW OMWOM FACRARE CEMTADI CONPO)OIRIAL AID/W MIVBiOm OPOIWATION AM UTAVI/pRDm 11P MI11416 DOGLWRF OR DATOd:ftON OF THE RACKM, 011 ART OF T E CDWMWM CONPADE9 TN0®4 Of IFTIOCTLT PRONIBITBO 6T JAG MM H01N AND WT 0E URLA'MPIR- TNEEE WTCRGLf ME PROVIDED TO THE RONIDR P0H 0ECD4C PU PWOO ONLY ^ D ONALL MOr BO O Mlf, COMA OR OTHMMI O REPRODUCED AMM O:RTMW= TO MEN FOR ANT MRWO 10MOUT OOREN Mff1 AOflDRRAT:OM FROM jAcobo I MOMOL THIO DRAWD* PACVA.E AID ALL RO CONTCHT11 AM TIE EX0.:111IVE PROM" OF JACDD&M 1401 ALL IU*M MEMO. COPTDMIT 2020 COPYRIGHT © 2020, JACOBSEN HOMES, SAFETY HAMM FLORIDA. ALL RIGHTS RESERVED. ELECFRim SmoLs LEGEND RECEPTACLES SWITCHES ELEGT0.IGAL PANEL THERMOSTAT CIRCUR I I0 i.-1 240PAL VOOLT 120PVOLT TYPICAL TWAT ® ❑T JUNCTION BOXES CDYDiNATON SNORE/GO OPT. TELEPHONE PREP. OPT. TELEVISION PREP. 1 �- SMOKE ALARM [CARBON MO6NpO-B ALARM IV 9 PT EDGE UNDER MIDDLE aAO `vA MM' R= S ALL T.VIPHONE PREPS ARE OPTIONAL FLOOR FLOOR -1 iNTERCONxECTED FOR 51NULTAN rvATION AND MAY BE OMITTED, NCLOWRU. OR ADITIONAL INSTALLED WITHOUT RE-MPROVAL LUORGSLGNi LIGHT CEILING PAN E%IT SIGN PREP. EMERGENCY LIGHT PREP. C-� RE25SED SURFACE MOUNT MAN PREP TYP,CALLY NRIUU,. IN ro.,-A, AP0.1C4UON5 ONLY I, I,INTERIOR WCANDESCENT LIGHTS EXTERIOR INCANDESCENT LIGHTS PAN/LIGHT COMBO. EX. PAN - NO LIGHT 8 (WETGLOW (WEATHER RESISTANT {T- REOUIR[01 1iW (4 h J� .0.1i' OB STANDARD POSITIONED RECESSED ­ETMOUNTED EITHER SYMBOL NAT BE USED 3 SWITd[sO tW WM ISWRd RW ammt0 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERS) - 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 11WR" )WEATHER RESISTANT). 3. TAMPER RESISTANT RECEIPTS REQUIRED 23 TO BE LOCATED BY LICENSED HIVACRcrTRRICAL CONTRACTOR 1TH15 15 ON-51TE, BY OrHER57- E11ECIItIM CIRC I SvR1 UU I THE HVAC IS SIZED AND INSTALLED ON -SITE, BY A OUAUFIGO, STATE CERTIFIED, ELECTRICAL CONTRACTOR - INSPECTED BY LOCAL JURISDICTION.. NAVl vANGL NOMGNLLATIRG BRSEAR[R WERE NOM[NCLANRG DRGNCGR WIRE NOMENCLATURE BREAKER WIRE DESCUr-II IZG IpMPER[51 SIZE ON GIRCUR ICIRCUIT DESCRIPTION 512E IpMpERE51 M,, I,UE CIRCUIT I (CIRd" DESCRIPTIONI IZE "PRRES) CEE,CIRCUIT ILU.I 1� IMPORTANT: READ AND UNDERSTAND ALL NOTES ON THIS SHEET AND SHEET > OF IS 1�/ �y MINIMUM SERVICE PANEL MAIN BRBAKER CAPACITY: 141.D8 AMPRERES M ML V SERVICE PANEL, REAM BREAKER 512E: 200 AMPRERES RBRR ID GUPERN COvveR THE I IuwIMUM INSTALLED G SERVICE PANEL MAIN BREAKER SIZE NaY GR D OO c,r D�BEHER[. IF BREAKER PROM MisTHAT SH SHOWN INSTA.LIO jµSoNS a NOiCs I. 15, i tDl ED, THE WISE POR PUNR[ USE. SIZES IOROUNDINO ANO ENTRANCE WIRES[ HALL 21,pN DG n�0 BE INCREASED TO THE CORRECT 51ZE BASED ON THE CURTH 9 NEC THAT IS IN EFFECT AT N- RnLL1O CONGERHE TIME. IS ON -SITE, BY OTHERS AND vD O�W01 - COPVEM1 - PER NED >roIS SUBJECT TO INSPECTION AND APPROVAL BY � THE LOCAL AUTHORITY HAVING JURISDICTION. 4100 `••� Rom,• v�`'1 EUCMRMw" RISER YlefGl"AM W, / SMALL APPLIANCE - ARC FAULT F/GFCI - II 11-1 11 GENERAL PURPOSE - ARC PAULT IF - IS 31 RESERVED - CIRCUIT NOT USED SMALL APPLIANCE - ARC FAULT OPT. MICROWAVE -ARC FAULT P/GPC, - 3 4F/GFCI-10 12-2 12-3 13 I) GENERAL PURPOSE - ARC PAULT EXT. RECEPTS (GFCI) IF - ib GFCI - 10 4-2 11-3 22 SS RESERVED - CIRCUIT NOT USED HVAC (HEATING/ACI - BY OTHERS NA 75 NA 3-1 SMALL APPLIANCE - ARC FAULT NPIGFCI - 2 2 BATH RECEPTS IGPCII GFCI - 13-2 SMOKE ALARMS IINTER-NINECTE0/ 1 - IS GENERAL PURPOSE - ARC F aP 5 - 14-2 5 WATER HEATER 2P-2D2O 12-1 s J-BOX - 15 ER AM a t5 -TNO a xAID 1NA GENERAL PURPOSE -ARC PAULT AP - 15 - t6 ELECTRIC RANGE 1P-40 - 3 20 RESERVED - CIRCUITPNOT USED NA GENERAL PURPOSE - ARC FAULT - 16 O OPT. DISHWASHER - ARC PAULT/GFCI AP/GFCI-1S 14-2 2] RESERVED - C,RCVIT NOT USED NA Nq GENERAL PURPOSE -ARC FAULT AP - 16 - tb PT. GARBAGE DISPOSAL - ARC PAUL P /GFCI- 1 to-R ID RESERVED - CIRCUIT NOT USED Na NA GENERAL PURPOSE - ARC FAULT IF - 16 - 19 LAUNDRY IWASHERI - ARC PAULT P/GFCI - 2 11-3 RESERVED - CIRCUIT NOT USED NA NA GENERAL PURPOSE - ARC FAULT AP -15 20 LADND LAUNDRY [CLOTHES DRTERU !0 10U !D RESERVED - CIRCUIT NOT USED NA NA SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR 5PECIFIC9. TOTAL NUMBER OF CIRCUITS USED = 23 ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL. TOTAL NUMBER OF STD. BREAKER SLOTS USED = 27 (NOT INCLUDING DUAL OR PIGGY BACK BREAKERS[ %If SWITCHED OUTLETS IN UPPER CABE AREA AND IN LOWER CAB AREA 13 ' 4 26 WP [ x FI G a 6F1 IE p IWP AGFI �I117 2 2 1 1BEDROOM #26F1HANDY-BO 102 6Flso- SHOWER5-� Y 1 � Y- 16 / �48" 11 Dfi 160„4 5AtM HAND AMP/Y WIRE I OI1 o\33.41" FAN PREP)I\ I�fi- I / I \/ \L I� #1 O 6 \ 1 KITCHEN I 0 I 2 I $ 1.9 I 0 �e 60"FROM FLOOR \ 2 14 12 W T.VJPH. \ / 2 6 3 za 15 T ,/p1{ 6 7 3 1 5 24 60" RI LOOR 6 �13 LIVING RM. �` // 6B 7 4 7 161 1 sea I � i 1 92" FAN PREP. 1 M 8'-2" 7 1 g 20 19 1 71" FAN PREP.[ \ \ ID / O D. I 6B \�\ Is i S2A 07zM I 7 M _ pfiF �7 7 I I fi BEDROOM #1 � 123 x � ,µ, _ dV (R)7 G I REGRESS 03 '�VLU01f SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION(SI: 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 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 1. A LICENSED ELECTRICAL CONTRACTOR ILICENSED / 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. Dwnaor MLL 1lPVOLT, •UNIT FIMM ri AID W AIlORC •UNNICH aawa •1lI1.rD1• amen a ALL •txtaaD T DDaI• L •GmM ARW •HML Be N101L•CIM GT WOi• RDOV•, DMD, PA1m RODy CIMEI•, RA7-Lf, RCC1E•, AN ARtrFAL LY CAaDf 911161MI01, WIDDMTON T'!C IxRir 9 " FROVDE IR1`twr10l OP IRE ••RAOI CGIaDO 3. ALL SMOKE ALARMS SHALL BE INTERCONNECTED 50 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 FOSSE -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 OTHER51. This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ��. •�GENSF�:: 7�i e No 63802 ,. �Fi��V N Al, 1% % - N �I11 ry 14 40'0p CHEM D% t li H/014RT,IN 46516 I9412640746 0 REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: aaa�AAA�,, I. POR A ONE -FAMILY DWELLING AND EACH UNIT OP A TWO-FAMILY DWELLING THAT IS AT GRADE 1^ LIE AT LEAST III RCC[PTACL[ OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN ]�i• LDOKI D " FEET "" GRADE SHALL BE INSTALLED ON THE PRINT AND -1 BACK OP THE DWELUNO. �J JII�/_, IP THIS UNIT 15 TO Be INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR W OUTLETS RAT GRADE LEVEL) SHALL BE INSTALLED ON -SITE, BY OTHERS. I � _ � fiF4 REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR = ' WEATHER RESISTANT COVERISI- INCLUDING ALL EXT. RECEPTACLES 6 LIGHT FIXTURES. 6 LOOKI 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL Be LISTED FOR SUCH USE AND SHALL BE LABELED "WR"IWEATHER RESISTANTI. 111- I HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 26' OF THE HVAC EQUIPMENT [UNIT). THIS REQUIRED RECEPTACLE SHALL BE INSTALLED ON-51TE, BY OTHERS (BY A CERTIFIED LOON ELECTRICAL CONTRACTOR). REVISIONS 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 Q DA,rE THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED by CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT 1Q BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE BY OTHERS. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED 3. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS 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 III ACCORDANCE WITH THEIR LISTINGS[. AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED IBY OTHERS[. Q UNIT. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED 4. THE HVAC UNIT & REO'D. ELEC. 1S SUPPLIED & INSTALLED ON -SITE, BY OTHERS. THE SIZING ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS 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 OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. WITHIN 10 FEET OF ANT ROOM USED FOR SLEEPING PURPOSES IBY OTHER51. EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICENSED, I1_EGTRICAL CONTRACTOR AND IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY WIRING HAVING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE SIZING AND INSTALLATION OF THE ENTIRE BUILDING, BEFORE ANY POWER IS SUPPLIED TO THE MAIN PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER ELECTRICAL PANEL OR ANY PORTION OF THE BUILDING. D CURRENT PROTECTION. LOON 6. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. P SHALL BE EQUIPPED WITH 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX PERT O A SINK OR BASIN H GPCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. OUTLETS INSTALLED ON THE EXTERIOR OP HE BUILDING SHALL Be EQUIPPED 8. ALL RECEPTACLE TLETT WITH A WEATHER PROOF (WP) ENCLOSURE [COVER), THE INTEGRITY OF WHICH 15 NOT EFFECTED WHEN AN ATTACHMENT PLUG 15 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 13 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BA51N OR THE BASIN COUNTeRTOP. 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE Ill 20 AMPERE 112-21 CIRCUIT. 12. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 13. CEILING PANS SHALL Be INSTALLED SO 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 ATION IN I APPLICABLE SECTIONS OF THEN A .TRI .A .OD 15. FOR "ON-FRAMe" MODULAR PLANS, THE MAIN ELECTRICAL PANEL SHALL ALSO Be BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING -JUMPER- SHALL ALSO Be INSTALLED BETWECN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REQUIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED [LICENSEDI ELECTRICAL CONTRACTOR [ON -SITE, BY OTHERS) AND ARE SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 14 WERE SYSTEM) PROM THE FACTORY. IT IS THE RESPONSIBILTT 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. AREA RESERVED FOR LISTING AGENCY APPROVAL SxA141PS: PpPROVep «aAH, W. 5. �RMERN � R III MPH �t"v • v 7-23-20 ? w D� No In N N.aTDxN W o Peer C HOMES 4o PG. ..MMNA.N.a 1 V 20 PSPMCP-3512 y O ve l:ll al FA R 5 'C P COMPLIES W/ 21111 12LORIIIA RES, CODE, INCLUDING ALL 6th EDITION pRAWN: D.W.H. CHECKED: M.T. DATE: 7/22/2020 SCALE: an6D , 1�0D SHEET: 5OFis WECI EXpo6MrG D DNS: 170 MPH MODEL. MOD-1843 THESE DETA6! MID PLA D ARE AND Hta1RErART "MIEIDM•. TIR COMIMIT• OF T" DMW'R1• ►AatA•C 0011TAa ealaCNT1AL AMM PRIV6E•CO D•OIDNTiai ANY IRIADINOIOim U•e, CCITOD, DEW DID al onTIG•YT[GN OF T" FADFA•S OR AMP W TIIM CONRDD• GWrAVIM TIM" a •TOCTLT PROHW1m BY .M00MCN INN•51 AND MAT ME aawwFUL THpE MATMOM• AIR COPYRIGHT © 202% JACOBGEN HOMER, GAPCTY HAMOII, PLORIOAR ALL IUGHTO REDEWED. PROVDBO TT THB RZCWMW Pal •Reali'10 Rlwwse• ONLY ANC •HALL Nor IRE: •CAMM OOP®, 01R onRRwl•e REPRODUCED AUNDAN DaTRIbUn0 TO OTNM Pal ANT INUffM WmaOr MORE" WNRTEN AUTMORIZATTON FROM JAWOMI HOVEL TIO• aMWDIO PA AND ALL. m COMINr• ARM TIE.' E%0.1DIVL' PROPWIT OP JACOMCJ HaC•, ALL RI•IR• RE11"00 OORR:RIT "20 OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE IS NOT EXCEEDED. ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE. NG1'6 P``O.NpO�E 255MP NPRi�P MPy'1MNM' ._n0P SL07E G "TT "O This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies i FOUNDATION OI ATION TWUMNl� �DI OTHERS. SUBJECT TO LOCAL CODES SEE CROSS-SECTON FOR AND JURISDICTION. Loolu ROOF uW 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, 8 DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. 'JACOSSON 1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. 2. AND IS SUBJECT TO ALL STATE AND LOCAL CODES AND INSPECTIONS. N MAY B BY OTHERS. SOME ITEMS SHOWN MAY BE THE USE OF EITHER VENTILATED EAVES OR ROOF VENTS. EITHER OF THESE METHODS MAY BE USED SEPARATELY OR IN COMBINATION. CO 14. 1,5. 16. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ■ ❑ HOMJS SITE ITEMS MAY COVERED COVERED BY THESE S. ROOF OVERHANG IN 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-9ITE, 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. 1S. ENGINEERING FOR SITE ITEMS, BY OTHERS. E] 1:11:1S'�� 600 P�E V�[p7� ACKAR� COU13'I<� �a Rk+I�4TT:► �„ 3(95 6. 7. AC AND HEATING UNITS ARE INSTALLED ON -SITE, BY OTHERS AND MAY BE RELOCATED FROM SHOWN, PORTIONS ELEVATION IS TYPICAL ONLY. ON-SITF THE OF EXTERIOR MAY BE CHANGED BY THE BUILDING 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS IMAY BE "FLIPPED" SIDE TO SIDE AND/OR END TO END,. 12. ' FOUNDATION VENTS ARE TYPICAL ONLY. ALL 19. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE DESIGNED AND INSTALLED BY OTHERS [NOT JACOBSEN) AND ARE SUBJECT A INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS. A.�E y�E 72 -72&11138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPR0 DO „o�, rlo In o FeeT at V Wad 20 PSP MCP rurmee ru" ,evrz. er un ,out cone exroucwo iwicme� s�Sra COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6th EDITION No 63802 .c pp%M'- 41"10NAX. ` -% �€ F 670] CRESM DIL EWWi. OE 4 16 W4126447M 414 z' 0 REVIMIONS SY DATE 0 0 0 A De Dmvft O.w.H. CIOQM: M.T. DATE: 7/I7/2020 SCALE, 5n4P • P-W SHMT: 6OF15 Inc: EXpoeura D Owst 170 MPH MODEL: MOD-1845 T MR MID RAM APO CONY 9 ML AM ,RD,ROSTARY 1MTDDAIl. T S COHIQRD W 1— Mr ►UCLA! CORTADI CO,lrIDEMGL AIWg1 ►IOV6LDeD DROIW = AM MIAIIIIWLD2D Mr, COFTD!►, D CLoWLR OR OD1T10DIRIDH DF TO ►ACLU.. OR ANY Or M CONTE6RR GO ANW nMe% IS .TaMY ►R011IDNm RT JACOMOI MNm AM MY OC O1YN T ee EMVm0 NEE ►normeD TO THE! RCCWMW TOR R►ee ►111VORL'6 ONLY AM MALL HOT Be SCMwcI CORD, OR DnleBme x5mo 1 m AMIOR =TIDeuTw To oTKm FOR AHr ►IROO6e 1rE1HOOT comet wwreE ADTEgRCfATRMI FROM 4occBM 1RA1►a T DRAWDR/ ►A=A1e AM ALL ITS OORTRTM ARC T11e-e[ =N1I ►RO►EM OF JACG06d HOMeA ALL RIDIDR RCSCRVBD. Cv►1'IDRHT 1O20 COPYRIGHT © 2020, JA1b110EN HOMES, SAPPY HARWSE, PLORIDA, ALL RIGHTS RMERVLO. OTHER APPROVED, LISTED TRUSSES MAY BE 5UBSTITUTED 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. OE6�GN ROOF PNGLE OW pB yS µPS VPRY\ OF 5V0Y� \Ro V A III1yLL I�.I FOUI�AlION VEN11AlIUI FOUtltyAllUN NUE BY OHM SLIDECT W LOCAL CODES SEE CROSS-SECTION FOR AND JURISDICION. ROOF VEAIIlAION This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies LpO1L! LOOK]NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS v OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. JACOSSONAND FWATION Was: 1. FOUNDATION 15 INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. FI-IFT-1 ■ ❑ fjojaS 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 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 1/211 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. I� Y���� ���y.. 600 IPAC"" COUff, ��(11IeE�y H SA1rF11 l Fa4�I.�yF{SAOZj 34b9,%j 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. 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 R TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO ENDI, ARE SUBJECT A 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 y��¢F�, 7V-72&1138 APPROVAL AGENC (S[EALONG WITH THE ARCHITBCTIAND/RED OR ENITHOUT GNEER OFATHEOVAL IGNEDPBYYVOTHERS, JACOBSEN HOMESOANDAITSNTHIRDIPARTOYN WHENOFOUNDATOON PLANS ARE DESBUILDINGPPLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. gINo 63802 R1 ST01 QIFSTF¢ D¢. E11 OW, IN ♦1616 1aN 20EVI I 0 AREA RESERVED FOR LISTING AGENCY APPROVAL STAAAPS: DRAWN: D.W.H. CHI®®t M.T. PpPROVfp «a.R , SrD o... DATE: 7117i1020 R70 MPHD Jy , 7-23-2 =Z D NO SCAIF: W 1. rCeT Sr JPOOC9PN � HOM�9 MEWS! 'I" SILEEIt U 0P5P MCP-35t2 we..N oo Rw1 ,A xoA ee� Cma roe oxnTn >..— _ o,a...,Pn, 1� Ails �!i TIDSC WrA¢J AND RAdSI ARC COtlmCWrIML AND 1R0►RQTARY 1MTCDIAS. TREE COIROR• OF TN DMWONI FAOGSC OONTADt CONFDCNTAL ANON1 FIOVILCSBO DSCIWATION ANT IRIAIIIIIOIRIIID wr CO►1'DIS. DtSCWSIRC, M DDTI®IRWN Or TDS MCRIJS O¢ AN1' or TI! W111CIRS cwrA1Nm T wt=4 D STIDCM1Y ,R01®TCD DT JAOODSCN N016'S IRID 14T OC IRRAWML TNNC 1MTEIDAN ARC ►ROWOCD TO TIC F=WMNT FOR SOCK ►tIWOWS ONLY AND SHALL NOT W SGANUM CO►0'J>, OR OTNOMISG MROOIIC® ANDAOR OIST IBUTW TO OTIOU FOR ANY ►IRVOSC V4TNOR OPIRM WIOTIMN AOTR1107AT WH FROM JACMM WO TIOS MWDW ►AOIAM AND ALL m CONIOTf ARC TIRE 0==M ► PIEjEIT CF JAC00SCN NOMM ALL RISNTS RHCIMD. COPMWT 100 GOPYRIONT Q 2020. JADODOGN HOMGD, DAFOTI' HAR00R, FLORIOA, ALL RIGHT6 RMeWED. PWM)31NG N07IS: 1. THE DRAIN/WASTE/VENT (DWVI SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN. OR ALLOWED BY, THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ASS OR PVC PIPING. 3. TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED ON THE PLANS WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL, 6. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 6. THE WATER HEATER TLP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. 8. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. S. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH LDow WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL. J 3° VENT THRU ROOF (SEE PLAN FOR LOCATION NOT REQUIRED ALL PLANS) �Rg sCAIUE: its J 1 1/ " VENT THRU ROOF OR LISTED AIR ADMITTANCE VALVE IAAV( OR JOIN W/ 3" VENT TUB " W.L. WET VENT W.C. T 3n o tusowAx-i 8 SCALE: RTS 10. INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE (R-VALUE( OF R-3 SHALL BE APPLIED TO THE FOLLOWING: 1. PIPING LARGER THEN 3/4 INCH NOMINAL DIAMETER. 2. PIPING FROM THE HOT WATER HEATER TO THE KITCHEN OUTLETS. 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. . PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. S. PIPING WITH RUN LENGTHS GREATER THEN THE MAXIMUM RUN LENGTH FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE R403.4.2 (PER THE FLORIDA ENERGY CONSERVATION CODE 2014) 11. WATER SUPPLY LINES SHALL BE PCX, 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 AMINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 15. WHEN PROVIDED; ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120°F (48.8"C). 16. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 7. 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. 1 1/2" VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAV) OR JOIN W/ 3" VENT,' SHOWER 2n r�P. SHOWK OMW SCALE: WS 1 1/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) TUB 1 ll2" b o .N 2 $ SCALE: WS VOW ' LJE: DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP (INCHES) SLOPE UNCHES PER FOOT) DISTANCE FROM TRAP IFEETI 1 1/4" 1/4" 5,-0. 1 1/2" 1/4" V-O" 2" 1/4" S'-O" 4° VII- 16.-0. TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE 2" VENT THRU ROOF J z" LAV. OR 11/2" 2° W.G. 3n SITE INSPECTIONS AND TESTING IS REM A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS APTER THE EUR-0INO IS INSTALLED ON -SITE iTHIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAM{ WASTE, AND VENT - DWV SYSTEMI ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL A UBDICTION HAVDIG AUTHORTTY. ONCE ALL ON -SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPEGITON5 ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2603 OF THE rLORIDA CODE. This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies f t/2" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE IAAVI LAV. 1 1/2" ' • IAV. SCALE: TIES 1 112" VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) KIT. SINK If x M o SX )DEWL SCALE: WS J 1 112" VENT THRU ROOF OR LISTED AIR ADMITTANCE VALVE (AAV) OR JOIN W/ 3° VENT WASHER 2° 08 SCALE: WS AREA RESERVED FOR 1JFnNG AGENCY APPROVAL STAMPS: mM°E How o p,PPROVep MPH 7-23-20 NO N 30 FEET Z W uM,oMm,rm J HomEEN 2 ­" MCP-3512 >vo I , I�µe li re. erenr,cuLE court° °T. 'i1y�� P�CJO °�c.GE"MA ra� GARTER'& COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6th EDITION p- No 63802 K* 7 g S� `7' 1 ; b� • •.,OR%,wy� i�111ruNp 1111 �s Al 25 MTD1 CNESIEN➢R. ELKHA®.—IN 46516 (9N 2644Jtl I 1.4 tA 40 7. 7. REVISIONS ]BY DATE A 2L DRAWN: D.W.H. CHECKED: M.T. DATE: 7/17/2020 SCALE: 5n6.. P-0° SHEET: a Of is WIC: EXpo• D DWS: 170 MPH MODEU MOD-1843 TIrJ! Ml AND TtAli AIE COMml1RIM. AND ►RWIOMTART IMTlDAIl. THE CONIQii1 or T ORAWOII IACRNB CMAW COtlDlMRAI. ANDIOII ►IOVDLIN D11'CDIATIOM AM VNAOIIDN»m Nil. CO►TUM 0W0JmIAA M DSITIODIRtON O► T10 ►ACWF M ANT Or T CENRM, CONTA➢M TlalBEK = .TIGCRT I'ROH07111D by .NCOEKM H Y wT IS! Y{AWPIR. TN'JE, MT N PREVIEW TO TH! RCCW=Wr POR NlCT:C MRVO00 ONLY AND #MALL NOT II! ICM MM C0► M ON OTIERVD/! RMMOQUGED AWMR OMTMMM TO OTHM rOR ANY ""OR! WUHWr WW" *WTTCN AONDRDIATONN PROM JACO"M IIONl1. T101 DRAWDM/ ►ACRMB AND ALL T CORr0M APO T14' GNM.U/M ►RO►DITT W JACOD•M HOMM ALL kl R RENEWED. CO►TRSNR 1020 COPYRIGHT Q 2020, JACOBGEN HOMES, 9AFETT HARBOR, FLORIDA. ALL RIGHTS REGERVED. S-5 1 /8 1/2" D.W. K. SINK 6'-0 7/8" 3/4" 314" 3/4" E13LI], O D: 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 CODE(SI. 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LINES. 3. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH IINCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). 4. THE WATER HEATER TSP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, BY OTHERS). 5. TH RMAL EXPANSION DEVICE IF REQUIRED BY WATER HEATER INSTALLATION E INSTRUCTIONS, SHALL BE INSTALLED ON -SITE. BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. G. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. 7. 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. S. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. .� ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTHERS[. ICE MAK. 1"INLET 11'-2 1 /8"" 1" 3/4., 3/4,. 3/4" 3/4" u� I M TOILET 3/4" LAV 1/2" CROSS OVER -I 3/4" H13Ti+31 LAV I 3/4" I WASHER 5-8 112" 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. O S 2 N LL WH EN E PROVIDED; AFIXTURES FOR SH WERI I TUB(S ) AND/OR TUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED M[%ING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120F (48.6' C). 13. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 14. EXTERIOR PAUCET5 HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS[ SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE MANUPACTURES INSTRUCTIONS. EXT. FAUCETS ARE INSTALLED ON -SITE, BY OTHERS. 15. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS? JURISDICTION. \ QED I CROSS OVER WASI SITE IIMSPEICTIOIVS AM13 TESTIIMG 151 RE91113 A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED -SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. LOow Thislitem has been digitally signed and sealed by Michael G Tomko, P.E.jh'n 7/23/2020 Prinjed copies of this document are not considered signed and a v; m a 3- `u_ 2N 10 F a paoW—Ir a oO �Qod a m'a _Fo. z. ;J i's�pm�w ` °z' oiNo iaQi H ma ao 3aHwz w3 moo — 3 a i s a f w/�iQj Oar J=zoc V �L c'a_a� Daaii aWmo ww o ag a: a > z `a=oi uw d 9 HH =z�=z oa�B w�LLE 30a p� 9 J O C W C W Q AREA RESERY0 FOR UMNG AGENCY APPROVAL. SYAM": pPROV �°""m" " v-D a o .�.. 5�0 ^ J xmrR"mn a� 0 7-23-20 ? �°•T•°°Y NO UT wwim eer xmr4'Ruw 65en F- R"a MHAPs, •O•RAa� Q lam �" el+n xo+ MCP-3512 Z_ O .�m.0 .�.o' „' a 1 ...rmncuv. eaeu.rs e..•e ..noreo COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6th EDITION ENs6 . jNo 63602 >k ® $$ z z 3� i am alsrDl DA. UX MBI. IN 4 16 I9412640J4T ��i q REVwom Q BY 1DAU A 0 0 pRAWNi D.wJI. 0W : M.T. DAUt 7/22/2020 SCALE: ane° . 1'-0" rsowi 9OFis {NEC: Exposure D AIMS: 170 MPH MCDELi MOD-1843 TIR:RC lwT AID R ARC CplDCNI:AL AID �ARf 1YTC10A:l. THEE CDH em OF TWO MR FACKARC CqR CD1R•DDT:AL A R _vLL OPORHAT Aw URMR11011t>m :NC CORYDN. OOC:.MU n, OR DDTTOdTTOH Or THv ►m.M OII AHY Or M COMTCHTR C01/TAO® T"cm!E% III &TARTLY rROH®:1® "T J6CAK'N W!" NO WT "e RiAvT THw WTtlWIa NR "wmw TO TRC RCL'PRHT T'OII RRCCAtO !MONO ONLT AHD /HALL HOT Be *CAw4m Cop= M OTIIPJINTRC RC♦IIODum ANIUM DDTI®IR® TO OMOU FOR ANY ROOORC M':TIWK COMM ODTTCI MITIOWATM Fl JAtDbM HOMd. TM DRAW PACDYC AID A" ITO COMCNf" ARC THEE CXC rvl! lRDRGTT OF JACOMM HOW* ALL RIWM RCRGVCO. CO►Y111ORT =0 COPYRIGHT © 2020, JACOODEN HOMED, GAPE" HAR1501% FLORIDA, ALL RIGHTG REGERVED. SUPPLY CEIlNO REGISIEt SUPPLY DUCT DUJEDR CEO_- 12d SUPPLY REGMER SEE TIP. RA. ®-TRANSTEDdiRE ERETURE RIL'7RANSDt NICE ® A ALTERNATE ATEE :AFL MAY BE INSTALLED MIRMCH THE WALL N NEU OF THE CERI1C AS SNDWK RETMN COMO REGISTER MOC"ANIM NOITS: ,. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANS. 2, INTERIOR DOORS SHALL BE UNDERCUT V ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS, S RESIDENTIAL APPLICATIONS: RESIROOM VENT FANS SHALL PROVIDE SO CFIA MNDIUM OF VENTILATION. ♦ COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. a BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE S PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WA CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IS REQUIRED TO BE INSTALLED ON -SITE, BY OTHERS. °•'07. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS RWD RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR. A USTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REWIRED BY THE NEC OR OTHER APPLICABLE CODE(S); ON -SITE: BY AN CERTIFIED ELECTRICAL CONTRACTOR. 10'-2° 101-7° 51-3° CLEAR • • A MANUAL J AND A MANUAL S FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE, BY OTHERS] • • • ANY REQUIRED TESTING (BLOWER DOOR AND/OR DUCT TIGHTNESS] SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE (ON -SITE, BY OTHERS). -6° .1 8'-5• MWH ANIM NOTES: & ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION. B. ALL DUCTS AND DUCT SYSTEM COMPONENTSLL HAVE A MINIMUMRINSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-&O OR AS ALLOWED BY THE FI- ENERGY CODE 10. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. IT. ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. i _a!,.SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR COMPLETED ACROSS THE MATING UNE AREA(S) OF THE BUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO INSURE THAT THIS WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. I& OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/ FMC. m OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. 141-0 J LaSalleBristol Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C 'AC �AYOLIT 71-0W * RAFTERS 1611 O.C. NN)MUM MUM SQUOMEINi' SOKS: ,AU CL MA.11'� 7 ONUS: 1APROGRAMMABLE THERMOSTAT IS REQUIRED TO BE INSTALLED. REFER Eo THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES, THE MINIMUM EWPNENT SPEC SHALL BE INSTALLED. .�v FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING (REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY CALCULATIONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED SYSTEM. A MANUAL- &S FORMS ARE REQUIRED TO BE COMPLETED BY A UCENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE AC/HEATING EQUIPMENT IS PROPERLY SIZED (THIS IS SECURED AND IS ON -SITE, BY OTHERS - NOT JACOBSEN HOMES). 4. CROSS -OVER CONNECTIONS (HVAC), FRESH AIR INTAKE, AND ANY REQUIRED TESTS (DUCT TIGHTNESS BLOWER DOOR, ETC-.) SHALL BE COMPLETED ON -SITE BY OTHER% BY QUALIFIED PERSONNEL This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies JACOBSEN HOMES MCPti3512 © 6/10/2020 (HEIGHT) (HEIGHT) (USA) (HEIGHT) SOLID FUEL BURNING FIRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 (WIDTH) JN63802 0p1 • •� AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: ppPROVep 7-23-20 E D NO lJ ROM bPs�mm. J15oIW,I �y OG .uax� a Is MT iS12 F� 5y TSIa� � E.��WaeNLr Dons mAa AMPWm WMIACIIIp vino to oWR HnM CARTER B' P m �NxMTan oimv �tlD•••.•s HAT m �oim ni'sr�Te o•o FArtn • rawo m Ri LonU•r ooI UK RnoA IUIND ooD .�ioTm COMPLIES W/ 2017 FLORIDA RES. CDDE. INCLUDING ALL G,A MOTION z ooa WEETFI o1. EUCKAW, IN �asl• Ls•12AL U 1 REVISIONS 1 1 Ll\ I BY I DATE 1 9 An DRAWN: D.W.H. CHE©GD• M.T. DATE: 7/17/2020 SHEETS 1® OF is WEC: Exposure D DWS: 170 MPH MODEL: MOD-180 15 _ I THESE DETAILS AND RAMS ARE CNaDDNBAL AND PROPRIETARY MATERIALS THE CONTENTS OF THIS MAWXQ PAW" CONTAIN CONFIDENTIAL AND/OR PRMLEEDD INFORMATION. ANY UNAUIHOROD USE, WPWNG. p5QOSURG OR DISTRIBUMCN OF THIS PACKAM OR ANY OF THE MNIOOS CONTAINED THFAEIK IS SRECRY R2QE9TED BY OMBSEN MOM AND MAY BE UMAWUL THESE MATERALS ARE PROVIDED TO THE RECIPIENT Fat SPECOIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED, OR ODORW,SE REPRODUCED AND/OR NSBOBUTED TO OTHERS FOR ANY PURPOSE 1WTHO T DPRZESS MUM AUTHORIZATION FROM 4CO85M HOMES THIS DRAWING PACNAOE AND ALL ITS CONTENTS ARE THE EXAM LTE PROPERRTY OF JACOBSEN HOMES. ALL RODS RESERVED. COPIREOR 2= COPYRIGHT © 2=0 . JAOMSEN NOILi SAFETY HARBOR FLORIDA. ALL ROBS RESERVED. ■,TUG: 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. MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS VERY IMPORTANT THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED. A CERTIFIED BUILDING CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. DETAILS 1 THROUGH 3 ONLY APPLY WHEN A HINGED TRUSS SYSTEM IS INSTALLED ON THE STRUETURE. HINGED TRUSS SYSTEMS ARE OPTIONAL. TYP. HINGED TRUSS DETAIL (NOT RCQ'D ON NON -HINGED ROOF SECTIONS) ti sON 0"N SCALE: 1/4' = 11-0' I- MIN, RATE SHEATHING rAITENII To Roar TRUSS WITH 70 . AT PANEL eooes AND 5• o.c. AT ALL FRAMINHILI ING MEMBERS WolI UE neaUlReDL ALL S-E BACKED. FOR SlIA41= NT INSTALL ON ALL SECTIONSMRC!0­Sj. AND INCLUDED AS ATTACHMENTS P.E. On 7/23/2020 Printed copies of this document are not conside d signed and ®> Re x > woOD scnews EACH sloe or NSTAtIeD ARM (HINGED KING PDETI AND TWO INTO VERTICAL IFIXEDI xINGPOST. / IL IACTORY INSTALLED SHEATHING a STRAP .l R01 1DB INSTALL Ir Ll ON THE TRUSS AT EITHER ENDTYP. HINGED TRUSS DETAIL Roo' TeR (NOT R5Q'D EON NON -HINGED ROOF SECTIONS) �AKIMDM THE NG�� SCALE: 1/4' E2 1'-0' m NOT pyT•• • Ly 0`D- IRC RA9e 11! - - LERR,YN BY r •11EH -I To - GAP DD GOT BIRALL MM N VD,t TRCNIH B0.TI M M CEHRR H DF M JDI{i BFT,ENM,. IN 6 IE•CIER ,IOYINIW !i 00L1• BI M CERIEN VS CIR TIRE Y�OBR BIOIRAIE M NIIMIY DOLT K11•TH DT Y "RIONWL OIOSA•B TNC ND•RY w LIDMIM •r Y rDGJN SEcune rlooR OTMW. M 4 PEWTTDR A11TIl•lIW �IOMAL,L FERD�G JOLIII a• Nye T uIS• 3VASHeER WITH x. srAGGCRED SIDE TO SIDE INsrqu q GALVAN12eo TCM1L tµ[ W MD! MRNL LAM AMDIA 1MRM1111 U U R WAYIBe[ STALLED AT uP ro 4 >a Axolel. sxe LeaceP eogrtws LL PLATED lle � M 10m91 ORWIHRO/B•.s• IUSC 1 112•'WASHERS) >� LEDGER eO IxlD G.. STP az P.r. COOT SHOWN FOR c1.An1rYI le Re Roof arsiens i0aerrven IN I.AT BeM11-Leo nT UP TO n BC INGLel. Ano/s a vLAre a NO. z• WASHERS) FASTENED TO,-,,, WITH Ox O.c. MAN. �SrRv�L=roP- rgLL w oD SHIM AT qLL I w0.o'D; aEi+DAsl�s on FOR'Re io S', 121 1. P.T. LeDGenn;ILL. HERE Z­ ­UTTE, T,DDN�.GN AND TOReev CNNE=IN NT 110 T TALI. neINOHrtsasmAFsRevulReOw/a.lzSEACH BUD. OF BY I ER6 .e lan anzl LeoaeR LLr TeMG GDARDISILLTe rearH TM�EG) Ta AGLDaAT DN6TO GgP6 UP THE G� FLOOR 1. NAN BUILDING rouNOAnox DN SITE, D OTHERS - ReN WOOD SOFACI. WITH i1• _ 1D® 1mD� ••� SELLING RCONNECTION ENTIRE JD -CONNECT DN BETWEEN D� SECTIONSLT • GN IS oTHE,U GYV oNDRLID SD TI eNvwnlla, Ax D TOR sPecIFIcS .AT BE B['sTEYWALL, PRR9R STILTS, eTci RE, lTo .TEE ON SHEET A1. REQUIRED O - OTHERS, MATING LINEIS) CONNECTION(SI A� ISO 4w omw MATING LINE(S) CONNECTIONIS) - FLOOR / WALLS s sw ON O'RML DESIGNED WITH OF LUMI3ER SHEARWALL DESIGN SPECIFICATIONS MINIMUM DESIGN SHEAR VALUE (PLPI APA/TECO RATED SHEATHING SHEATHING FASTENER TYPE SHEATHING FASTENER LENGTH (MIN.( SHEATHING FASTENER MAXIMUM SPACING (EDGES ONLY - NOTE 61 WALL TO WALL, WALL TO FLOOR, 8 WALL TO CEILING FASTENER FASTENER SPACING 160.72 PLF SHEATHED ONE SIDE ONLY 16 GA. STAPLE 1.75 IN, 6 IN. O.C. MAX. 0.15IIN3 1/2U NAIL 9.458 IN. O.C. MAX. 241.08 PLP SHEATHED ONE SIDE ONLY 16 GA STAPLE 1.75 IN; 4 IN. O.C. MAX. 0.MV4 1/2U NAIL 6,292 IN. O.C. MAX' 321.44 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE 175 IN. 3 IN. O.C. MAX. 0.151°x3 I/2D NAIL 4.719 IN. O.C. MAX. 413.28 PLF SHEATHED ONE SIDE ONLY 16 GA. STAPLE 1.75 IN. 2 IN. O.C. MAX. - SEE NOTE 1 0.13Fx5 1/211 NAIL 3.67 IN. D.C. MAI(. 200.9 PLF SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 6 IN. O.C. MAX. 0.151" 1/2° NAIL 7.55 IN. O.C. MAX 298.48 PLF SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 4 IN. O.C. MAX. 0.15Wx3 1/2" NAIL 5.082 IN. O.C. MAX. 401.8 PLF SHEATHED ONE SIDE ONLY 15 GA, STAPLE 1.76 IN. 3 IN. O.C. MAX. 0.131^K3 1/2" NAIL 3.776 IN, O.C. MAX. 510.86 PLP SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 2 IN. O.C. MAX. - SEE NOTE 1 0.131°x3 1/2° NAIL 2.969 IN. D.C. MAX. 235. 44 PLF SHEATHED ONE SIDE ONLY 14 GA. STAPLE 1.76 IN. 6 IN. O.C. MAX. 0.13111.3 1/2R NAIL (LK5 IN. O.C. MAX. 550.14 PLF SHEATHED ONE SIDE ONLY 14 GA. STAPLE 1.76 IN. 4 IN. O.C. MAX. 0.1311,3 1/2R NAIL 4.352 IN. O.C. MAX. 470.68 PLF SHEATHED ONE SIDE ONLY 14 GA. STAPLE 175 IN. 5 IN. O.C. MAX. 0.13Px3 1/2U NAIL 3,223 IN. O.C. MAX. 596.96 PLP SHEATHED ONE SIDE ONLY 14 GA. STAPLE 1.76 IN. 2 IN. O.C. MAX. - SEE NOTE 1 0.131-.3 1/211 NAIL 2.541 IN. O.C. MAX. 292.74 PLF SHEATHED ONE SIDE ONLY 0.151 NAIL 1.875 IN. 6 IN. O.C. MAX. 0.13Px5 I/2" NAIL 5.181 IN. O.C. MAX. 441.98 PLF SHEATHED ONE SIDE ONLY 0.151 NAIL 1.875 IN. 4 IN. O.C. MAX. 0.131Rx3 1/2" NAIL 3.432 IN. O.C. MAX. 585.48 PLF SHEATHED ONE SIDE ONLY 0.151 NAIL 1.875 IN. 3 IN. O.C. MAX. 0.131°x3 1/2" NAIL 2.591 IN, O.C. MAX. 746.2 PLP SHEATHED ONE SIDE ONLY 0,151 NAIL 1.875 IN. 2 IN. O.C. MAX. - SEE NOTE I 0.131"x3 1/2° NAIL 2.033 IN. O.C. MAX. 642.88 PLF SHEATHED TWO SIDES 16 GA STAPLE 1.76 IN. 3 IN. O.C. MAX. 0.*1-.3 1/2" NAIL 2.559 IN. O.C. MAX 803.6 PLF SHEATHED TWO SIDES 15 GA STAPLE 1.75 IN. 3 IN. O.C. MAX. 0.131"x3 1/2" NAIL 1.888 IN. O.C. MAX 100.96 PLF SHEATHED TWO SIDES 0.131 NAIL 1.875 IN. 3 IN. O.C. MAX. CON5 1/2" WOOD SCREW 1.623 IN. O.C. MAX 1492.4 PLP SHEATHED TWO SIDES 0.151 NAIL 1.875 IN. 2 IN. O.C. MAX. - SEE NOTE 1 11215 1/2R WOOD SCREW 1.608 IN. O.C. MAX NOTES FOR TA13MI14 I. SHEARWALLS WITH SHEATHING FASTENED 2' O.C. MAXIMUM REQUIRE DOUBLED STUDS AT ALL OSB EDGES/SEAMS AND AT ENDS OF WALL SEGMENTS. 2. WALL STUD SPACING IS IF 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, OR WALL TO CEILING TRUSS). 5. 0.120 NAILS OR 0.131- NAILS MAY BE SUBSTITUTED FOR 7/16° STAPLES 116 GA. OR 15 GA.I 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 (ALL FASTENER TYPESI. 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 FASTENERSI. S. ALL HORIZONTAL SEAMS ARE BLOCKED, 9. VALUES TAKEN FROM ESR-1539. 10. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS IS 1 1/2° UNLESS OTHERWISE SPECIFIED IN THIS TABLE (WALL FASTENING ONLY). 11. TABLE VALUES MAY BE INTERPOLATED. 12. ALL VALUES IN THE TABLE ARE BASED ON 3/1U 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) H W .. R. TYP. HINGED TRUSS DETAIL CID ON y��ev INS REAH�)!L O TR NON -HINGED ROOFOWL SECTIONS) F II 4c� s{���'ijiAl' : N.T.S. NH R LINE of ,P �1 SNITS 1. SCREW. ` eDcNO Ty GEneo) rSTEEL I I ahNO; 2 TEEL D [TPA x0 ITTPl INSTLLLED ON sl- BY OTHERS I O N(SMCT STEorvSEL usHIND W.wN INernLL Mw ll� WIDE OOFERNT DUBRR ILASHINGN = EN INSTALL R 1 I INSTRUCTIONS THI6 IS oven rusxwo84 uxoeRLAHeNr. ER RAIL NFILTR.'IINIFLOOR, MN WALLS, AND CEILING). NEaUGUBO - aI-SITe, BY THERS MATING LINES) CONNECTION(S) s0 SCALE: N.T.S. HDUB-SDS2.5 - 7/811 TREADED ROD/ANCHOR BOLT HDU11-SDS2.S IR THREADED ROD/ANCHOR BOLT WI x 7" x 5/18" MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR MATING LINE WALL THE ADJACENT WALL WIDTH ITHICKNPSS1 MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THE SHEAR WALL THAT IS ATTACHED TO THE ADJACENT WALL. SHEAR WALL 'EFFECTIVE LENGTH SCALE: N.T.S. REQID MATING LINEIS) DRY-IN/FLASHING SCALE: N.T.S. �J 0 9IMP90N HDU11-91152.5 OR HD1111-5DS2.5 IFL. PRODUCT APPROVAL NUMBER - FL6482) FASTENED TO DOUBLE STUD MIN. IA) OR TO SINGLE STUD AT THE SIDEWALL OR MATING LINE WALL IS) PER THE MANUFACTURERS RECOMMENDATIONS. HDUB-SDS2.5 7180 LBS HDUII-SDS2.5 9695 LBS (3) FLOOR JOISTS IEEE OTHER DETAILS FOR JOIST SPECIFICS) BELOW SHEAR WALL AREA. OF EQUIVALENT TENSILE CAPACITY 1 CISTRAPS MAY BE USED IN LIEU OF THE BRACKETS SHOWN HEREIN - SEE OTHER DETAILS END VIEWS SIDE VIEW SHEARWALL FASTENING TO JOISTS (FACTORY INSTALLED) sy 11R.Iviews ie s 1 SCALE: N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMP'S: PPPROVFp «aDNK,N a�aRMA B 170 MPH ^�F • J venom 0 7-23-20 ? ,R4.KB a NO S W , >O FEET Z W •AYwxmJAcoaseN Homes T III PyyOVPsF pCL�"aLBI gRTER R COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 51h EDITION 4 NO 63802 60 P4il-,` 0NA F, O v •opS 4M THEBTER DR. ELKHM.W 46516 (n4) 2B 0 REVISIONS BY DATE DRAWN• D.W.N. CHECKED: M.T. DATE: 7m/2020 SCALE: Me. R 110. SHEET: 11 OF is WEC: Exp... r9 D DWs: 170 MPH MODELT MOD-1843 Z TIRIE DETAEJ AND PLJNII AM EBPtIIDIER L AND FROPIIeTARY IMTDWIJk TIR CONTENT( OF lips DMWMS PAMG•G CORTAM CMrDEHTEIL ANDJMI IRIVI E•EG DR•OIBIATIOR ANY IRIAIETIRR» ISM CCPI WD• DD CLMI R, OR DDTI®IR[011 DF THo FADRA•!, OR NR OF Tli GINIM 9 GIWADVID TIRlRII4 a SYMMY IROHDRDD DY ,NDCBDBI HOIY' NIP WY De UNLAWFUL MID wllRlM.• ME COPYRIGHT © 2020, JACOBSEN HOMVA GAFETY HAIMP. PLORID1% ALL RIGHT& MOMN GD. PROVIDED TO THE RW"W FOR McMPM PURPON I ONLY AND MALL NOT BE GCANNIA CaP®, on OTHERLSE REPRODUCED ARDM I DIIrR>DUTm TO OTHM FOR ANY PMa•xm: RTTHOOr C weis, rnaTml AWHORECATION FROM JACOGGRI HOMew THM M INDM PACRADE AND ALL rA GWITCHT11 AID: THE ezMUM PROPERTY OF JACDOM 3IMRL ALL RINITG RI IERWA COPYRIGHT =0 EIDEF-1 V , JACOOSON pq ;O RIS FLOOR, KM SW"WALL WALUATION: PLAN NUMBER: MCP-5512 ALLOWABLE STRESS DESIGN: INTERIOR ZONE: 41.45 PSF II -SD ULT - 0,61 WIND PRESSURES (ASO-WP): END ZONE: 57.3 PSF DESIGN WIND SPEED: 170 MPH - VUIt (Ultimate) TOTAL EXPOSED SIDEWALL/EAVE AREA: 109 INCHES / 12.0 9.083 FEET MAX. MEAN ROOF HEIGHT (MRH): 30 FEET SIDEWALL TRIB. (TOTAL EXPOSED / 2.01: 54.5 INCHES / 12.0 4.542 FEET EXPOSURE: D ROOF PITCH WITH SELECTED TRUSS: 4.381 12 WIND IMPORTANCE FACTOR: Iw • 1.0 ROOF ANGLE WITH SELECTED TRUSS: 20.031• [DEGREES) Ri.x COtogorV: II MAXIMUM ALLOWED DESIGN ROOF ANGLE: 25• (DEGREES) OR 5.6/ 12 INTERNAL PRESSURE COEFFICIENT; GCpi • 0.18 (End-OCI HIGH VELOCITY HURRICANE ZONE: NO TOTAL DESIGN ROOF HEIGHT: 66.216 INCHES / 12.0 5,518 FEET OTHER APPROVED, LISTED TRUSSES MAY Be SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED ABOVE, IS NOT EXCEEDED. ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE. THIS vexr USE THE DESIGN Or VO•d • 150 MPH, EXPOSURE C, MRH • 50 FEET PODxDAn.I -1D 1P 1- CE:cneo To BE -ED once ao Ee oa I.BT-.. IN THE CONSTRUCTION MANUAL FOR THE DESIGN Or Vult • 170 MPH, EXPOSURE 0, MRH • 50 FEET. SHEARWALL MIN. SHEARWALL MIN. SHEARWALL HEIGHT [IN.) LENGTH LENGTH rloN Pun crlsi ALorvDsw2 NOT BE xuANee- Q / MINIMUM ALLOWABLE SHEARWALL LENGTH: 108 / 3.5 • 30.057 INCHES / 12.0 2.571 FEET OF- swensraucrURes sraucruuL couporvervie Axo srsreus Reunuo rHeaero. - - - - - - - - - - - - - -SIB - - - L WALL 1: WALL 2: n /o WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 7 FEET rwsre WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1 FEET WALL SECTION: O INCHES WALL SECTION: O INCHES C. RTI WALL SECTION: 0 INCHES END ZONE DISTANCE: 1 FCET WALL use o1 NAILa a2 D.D M % aPADIND WALL SECTION: O INCHES END ZONE DISTANCE: 1 FEET w Use o.l ar x xR s 2e• D MA 6PALIND This item has been WALL SECTION: 0 INCHES WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: O FCC o ows o oo. MAx. sTRSseneo WA L SECTION: EL WALL SECTION: O INCHE9 O INCHES INTERIOR ZONE DISTANCE: O FEE [FEET( o aws • oc. ,u,%. srAoeeaeo digitally signed and g y g IFEETI WALL SECTION: 0 INCHES TOTAL LENGTH OF WALL: O INCHES (FEET( SIDEWALL TRIB. IPSFI DISTANCE x OR ROOF HT, z DWP LOAD 1N POUNDS WALL SECTION: - TOTAL LENGTH OF WALL: O INCHES IFEETI SIDEWALL TRIB. (PSF) DISTANCE z OR ROOF HT. x DWP LOAD IN POUNDS DS sealed by Michael 0 INCHES DIVIDED BY: / 12.000 INCHES WALL CND ZONE LOADS: x 1 4.542 57.3 260.26 POUNDS DIVIDED BY: / 12.000 INCHES WALL END NE LOADS: ZONE 1 454 7 2 z 5 .3 6 6 2 0.2 POUNDS G Tomko P.E. On TOTAL L NGTH OF WA O FEET E WALL: EE WA T ROR A� LL IN @ I ZONE LOADS: z 4 4 4 O .5 2 z 1.45 O POUNDS TOTAL LENGTH OF WALL: O FEE T T R LOADS. WALL IN C TOR ZONE L D5. O x 4.942 x 41.45 0 POUNDS ROOF END ZONE LOADS: 1 x 5.518 x 50.49 166.2a POUNDS RCOP END ZONE LOADS: 1 x 5.518 z 30.49 168.24 POUNDS 7/23/2020 H �pgpg aF­e ROOF INTERIOR ZONE LOADS: O x 5.518 z 22.1 • O POUNDS wd Lb cxeAaw crs ORAc%er/srRRrsl ROOF INTERIOR ZONE LOADS: 0 x 5.518 x 22.1 0 POUNDS T9E gg!! ei ®€aF• :e oowx nR-.1 a• o 1uc1 TOTAL LOAD FOR SHEARWALL: 428.5 POUNDS TOTAL LENGTH OF SHEARWALL: / 0 FECT $E= pq E 9 ax le oowu leaac%er oR cTRAvvmsl TOTAL LOAD FOR SHEARWALL: TOTAL LENGT OF SHEARWALL: / H L 428.5 POUNDS F T 0 EE Printed copies of this document eL m neaa DC51GN SHEAR VALUE DSV: J84 PLF PF e � G. mn a DESIGN SHEAR VALUE!DSV: l I 6 3 P 3 LF are F .ur Nvea ro vrA usnxS nePonr a oroewl SHEARWALL HEIGHT: 9 FEET Oa taP IReru ro xrw LILT o eroxr moewl SHEARWALL HEIGHT: 8 FEET not considered E55 oa o.1 „n x c e. x e_ ` a Pere rRs ewl o x A L sn o e o r , oao OVERTURNING POINT LOAD: • 3543 POUNDS oR o:s x ex- ILZI Toroxra L�luo xero+r Jxo uswl OVERTURNING POINT LOAD: • 5873 POUNDS - W a: AU _ _ - - -a - WALL 4: - _ _ - - - -one i ed and sea led - WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: 1 FEET PAareN.LE WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: I FEET r�TE IRTHEIrH F and the signature WALL SECTION: O INCHES w LL To mouse T WALL SECTION: O INCHES ILI - ONLY IT LL TO - w rLouse PANEL EVI.O CS must be verified on WALL SECTION: O INCHES END ZONE DISTANCE: 1 FEET of WALL SECTION: O INCHES END ZONE DISTANCE: O FEET • I", a ". NAIu • e oc. Max sPAcl WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: ( 0 INCHES INTERIOR ZONE DISTANCE: I FEET any electronic WALL SECTION: O INCHES [FEET) WALL SECTION: 0 INCHES (FEET( WALL SECTION: CINCHES IFEETI SIDEWALL TRIB. IPSFI WALL SECTION: O INCHES IFEET) SIDEWALL TRIB. IPSFI copies TOTAL LENGTH OF WALL: O INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL 0 INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 4.542 67.3 • 260,26 POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 0 x 4.542 57.5 • O POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: 0 z 4.542 x 41.45 0 POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: 1 4.542 x 41.45 188.27 POUNDS ROOF END ZONE LOADS: 1 x 5.618 x 50.49 168.24 POUNDS ROOF END ZONE LOADS: 0 5.518 x 30.49 O POUNDS 0 ROOF INTERIOR ZONE LOADS: O 5.518 22.1 0 POUNDS tl ROOF INTERIOR ZONE LOADS: 1 5.518 22.1 121.95 POUND Id a ie..NT 1T/araAPbl x x q Ta BRAc%ernTaAPsI x x S ¢E= " le oowu n4cxer o INDI TOTAL LOAD FOR SHEARWALL: 428.5 POUNDS T6--x a oowx ORAcxeT oR srRAvv,xol TOTAL LOAD FOR SHEARWALL: 310.21 POUNDS TOTAL LENGTH OF SHEARWALL: / 0 FEET TOTA LE GT OF G EA WALL O FEET 8 I S L N H H R / rr ne9lw DESIGN SHEAR A DS 4 1 a9 E IGN HE R V LUE I VL 2 PLF pp D DESIGN SHEAR VALUE (DSV(: 167 PLF ! 1 a SHEARWALL HEIGHT: 9 PEET e3eq el aBIG =rzz • °I°�I SHEARWALL HEIGHT: 9 FEET OVERTURNING POINT LOAD: 3785 POUNDS �I� Elul OVERTURNING POINT LOAD: 1506 POUNDS 1 Go- NVLa e4m exo or sTRAT • e Rerea To xrA uenxo aeronr monewl 55 ' nlonrs w.tu n.LTI exo or srR.P • e uereR ro xrA Uaruw RePoxr �xaro WAU S. off- WALL 6, Tne ArA DR reco RATED anEArHIxG GxE a:DE G o WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1 FEET rAs� WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN:Ly O FEET WALL SECTION: CINCHES ST WALL SECTION: 0 INCHES U FAIT - WALL SECTION: CINCHES END ZONE DISTANCE: O FEET w L To rlousI ool . a V2 ruas E e IC 111 IPAcl WALL SECTION: O INCHES END ZONE DISTANCE: 0 FEET w Teo SHEATHING oxe SIDE ox WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 1 FEET WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: O INCHES FEET WAL SECTION: O IN G (FEET] L C CHE WALL SECTION: O INCHES (FEET) SIDEWALL TRIB. IPSFI WALL SECTION: O INCHES ALL (PS') TOTAL LENGTH OF WALL: O INCHE9 DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL: O INCHES DIS HT. x DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 0 4.542 57.3 O POUNDS DIVIDED BY: / 12.000 INCHES WALL LOAD 4.542 57.3 0 POUNDS TOTAL LENGTH OF WALL: 0 FEET WALL INTERIOR ZONE LOADS: 1 4.542 x 41.45 • 188.27 POUNDS TOTAL LENGTH OF WALL: O FEET W L R E LOAD IS- x 41.45 • 0 POUNDS ROOF END ZONE LOADS: O x 5.518 x 30.49 O POUNDS 0 D LOADS: 0 x 5.518 x 30.49 • 0 POUNDS �� sxuawALL rAsrex:xo ro rI.GOR Jolcrs BRwcxeT,sraAPsl ROOF INTERIOR ZONE LOADS: 1 x 22.1 121.95 POUNDS TE LOADS: O 5.518 dp o To a Ts DRAcaerAr x 5.518 x 22.1 0 POUNDS 3kk° sx e-oowx nRAcxer oR erRAPPINDI TOTAL LOAD FOR SHEARWALL: 310.21 POUNDS T9e=sv eu I6-o P:xDI TOTAL LOAD POR SHEARWALL: 0 POUNDS RB? c:uP a TOTAL LENGTH OF SHEARWALL: / 0 FEET R6� clurso - TOTAL LENGTH OF SHEARWALL: / 0 FEET eLm rr ne ea a. PPRlouol DESIGN SHEAR VALUE IDSVI: 164 PLF �°9 m ne eal • DESIGN SHEAR VALUE (DSV): 0 PLF SHEARWALL HEIGHT: 9 FEET ®g%L5� elm SHEARWALL HEIGHT: 0 FEET _ Oa nP on'REewl OVERTURNING POINT LOAD: 1480 POUNDS Ca� onr on - - - - - OVERTURNING POINT LOAD:- O POUNDS - WAU 7; me APR OR -11 RATED 6xER HIND INC IIDE DN D D Wy 8: Tn6 P. GR 111 xNTEI 9HEA Hlxo INC 1111 ON o WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 0 FEET ALL WALL SECTION: O INCHE9 TOTAL TRIBUTARY SPAN: 0 FEET WALL SECTION: 0 INCHES WALL SECTION: O INCHE9 WALL SECTION: O INCHES END ZONE DISTANCE: 0 FEET w TE s.ERTxINo ouI s1DE oN WALL SECTION: O INCHES END ZONE DISTANCE: 0 PEET w reD sHe4rHINo Due sloe ONLY WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCC: 0 FEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES WALL SECTION: O INCHES WALL SECTION: 0 INCHES � AL IPSFI WALL SECTION: O INCHES .3 AL IPSFI TOTAL LENGTH OF WALL: O INCHES DIS HT. DWP • LEAD IN POUNDS TOTAL LENGTH OF WALL: O INCHES DI5 HT. DWP • LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL E LOAD 4.542 x 57.3 0 POUNDS DIVIDED BY: / 12.000 INCHES WALL E LOAD 4.542 x 57.3 0 POUNDS TOTAL LENGTH OP WALL: O FEET W L R E LOAD x 4.542 z 41.45 0 POUNDS TOTAL LENGTH OF WALL: 0 FEET W L R E LOAD 4.542 z 41.45 0 POUNDS O D LOADS: O 5.518 x 30.49 O POUNDS O D LOADS: O 5.54 z 41.45 O POUNDS I TE LOADS: 0 x 5.618 x 22.1 O POUNDS �$ c TEZIR LOADS: 0 z S.S18 z 22.1 0 POUNDS sv ,eo P1NDI TOTAL LOAD FOR SHEARWALL: 0 POUNDS TE= x e-o xGl TOTAL LOAD FOR SHEARWALL: 0 POUNDS gR T SHEARWALL: / O T gg 86R TOTAL LENGTH OF SHE RW LL: FCC Rg� e�wP TOTAL LENGTH OF SHEARWALL: / 0 FEET 44 DESIGN SHEAR VALUE (DSVI: 0 PLP e e �r ne xd ax DESIGN SHEAR VALUE (DSW: O PLF Jill BL SHEARWALL HEIGHT: 0 PEET g L SHEARWALL HEIGHT: O FEET - - - OVERTURNING POINT LOAD: 0 POUNDS - - I - - - - OVERTURNING POINT LOAD:0 POUNDS - - - - - REFER TO OTHER DETAILS FOR SHEARWALL SHEATHING / PIE TAELE 600 IPACIKARO COURT/ SAFETY HMORF FL 34695 727-726-1138 r `,IONS Mi,U MOO SPECIFIC,A) DONS: TOTAL NUMBER OF AXLES: MASTER MODEL , a MIN. NUMBER OP DRAKE A%LDS: 1 BRAKE AXLE MIN. FLOOR JOISTS: 2x9 OFF 12 FLOOR INSULATION: R-19 CHASSIS 1-BEAM HEIGHT: I. HITCH TYPE: REMOVABLE FLOOR DECKING: 1P/32" OSB OR PLYWOOD FLOOR COVERING: LINO/TILe/CARPET WI FLOOR JOIST SPACING: 16• O.C. PORCH JOISTS: NA PORCH DECKING: NA EXTERIOR STUDS: ,NP2x6 SPF EJ BOTTOM PLATE IEXTJ: 2x6 SPF I WINDOWS: -.PACT -SERIES WALL INSULATION: R-19 TOP PLATE IEXT.1: 2x6 SPF E3 E%T. SHEATHING: 7/16• APA OR TECO RATED EXT. DOORS: STEEL - FOAM CORE I.T. DOORS: HOLLOW CORD [SOLID OR W/ GLASS) [ OR EXT. WALL tPINI9H: LAP/STUCCO/HARD(. ITYPI ROOFING: SHINGLES OR METAL ITTP.) CEILING: TEXTURED 1/2° GYPSUM ITYPJ " OOF INSULATION: R-JO SHUTTERS: NOT STRUCTURAL [OPT.) ROOF SHEATHING: 71W APA RATED TRUSSES: LISTED (CAI -Col TRUSS UNIVERSAL FOREST PRODUCTS TRUSS 6PACING: I6': O.L. Al. TYPE: IDULTED RETURN AIR SYSTEM) REFER TO ENERGY CALLS MIN. SEER: REFER TO ENERGY CALCS RISER: 12 E OF RISER DROPS: 1 HEAT TYPE RerER TO ENERGY CALCS UNIT TYPE: REFER TO ENERGY CALLS RETURN: 20%25 E OF RETURN DROPS: 1 oMNUMBER OF IBATHS4T1O2 E or ACCESSIBLE BATHS: E OF ACCESSIBLE LAVS: O E MEDICINE LADS W/ MIRROR: 2 0 E OF STANDARD WATER CLOSETS: 1 E MEDICINE CADS W/ LIGHT: 0 4 OF WATER HEATERS: 1 WATER HEATER SIZE: 40 GALLON P Or STANDARD LAVE: 2 E OF ACCESSIBLE WATER CLOSETS: 0 E MIRRORS: I WATER HEATER TYPE: ELECTRIC OSHEARWALL N N A = 57.3 PSF DESIGN SPECS: LL < B = 10 PSF p C = 41. PSF I uu 0❑■E II II l-JI� 10 D = 10 PSF D,,I j� DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 394 PLP 164 PLF OVERTURNING FORCE: O OVERTURNING FORCE: C 3543 LEG 1480 LEG 1:100 DESIGN SHEAR VALUE: 651 PLF DESIGN SHEAR VALUE: 0 PLP 2 OVERTURNING FORCE: 6 OVERTURNING FORCE: 5873 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 421 PLF O PLF ` 3 OVERTURNING FORCE: 7 OVERTURNING FORCE: v J785 LBS 0 LBS d 4E No 63802 DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 167 PLF 0 P O OVERTURNING FORCE: O OVERTURNING FORCE: • g� 1 DESIGN SPECINCATIONS: I. MEAN ROOF HEIGM UMHI: 30 FEET MAXIMUM 2. FLOOR ENE LOAD: 40 PSF 2. ROOF LNE LOAD: 20 PSF 4. BASIC WIND SPEED, 170 MPH - Vult (Ultimate) S. WIND IMPORTANCE FACTOR: 1. - 1.0 Risk or Cate9 Y: II S. WMD EXPOSURE CA 7EGOR Y: D 7. 1WERNAL PRESSURE COEFFXEW, GCpi - 0.18 [EDClosed) NOM. DESIGN WIND FREE. IvQ9d1 Z 9 C & C IOADSs ALLOW. STRESS DESIGN 4 8. DESIGN NAND PRESSURES FOR COMPONEIRM G AND CUiDDM (PSF), PR • ROOF COMPONENE & CLADDING LOAD, ZONE 1. 30.96 PSF o -47,51 PSF a A >° ZONE52&2v 29.98 PSF > -122.41 PSF > qqqq �aR II ROOF OVERHANG, Q a a q o ZOW 3 a -96.61 PSF n > SOW7e -M2.35 PSF> g PW a WALL COMPONENT AND CWDDNG LOAD: r WALL / smINc, a SOW 4 e 51.99 PSF a -56.38 PSF n °D ZONE S 51.99 PSF -69.57 PSF MWFRS LOADS. 9. DESIGN WIND PRESSURES FOR THE MAN WIND FORCE RESSTMG SYSTEMS (NIVOR5) - SIEARW • Aa 57.3 PSF (END ZONE OF WALL) 10 PSF (END ZONE OF ROOF) Ce 41.45 PSF TINT. ZONE OF WALL) D. 10 PSF TINT. ZONE OF ROOF) N py .aEFaI STA1E: STATE O � FLORIDA O 2.1 2 N 1.2 l-� z LLa6'c�c 2Qmm 11 S 61 a o ozJ� waa� I-oxwwfl= Qz �N NIor-(B o:3Zv�N rcJZ oN r:LLnrcz w as 1. moci-1 o0u, Fj-mm� 3 J c G 3N m Z NaWm a�o� �P � oa On m >=Q H O v a FIL 3 1ueD1IEl;. 2017 MC 61H FDIIDN EEECRKAL. .�i01' NEC MEODiWW: 2017 FRC 6TH EDITION 2017 MC 6TH EDITION ENERGY: AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: R0VF wb ,"`" I♦T�Ds�M " M•a•,R.,..D 07-m.�..., E HNO 00 FEET 1AC069ail E91220 PSP MCPN 0 R wa r ? ® z W 8 V d g a g E C � 41W CHESTFR DR. LI EIgLAN, IN 46S16 110`412640 a REVISIONS 9Y DATE A DRAWN• D.W.H. MCI®: M.T. DATE: 7n7/2020 SCAT : any • 1WR F-1.-1Pc­ ewGx%E 12 OF 15 COMPLIES W/ 2017 FLORIDA RES. CODE, y WEC; Exposure D INCLUDING ALL 6th EDITION DWSt 170 MPH MODEL: MOD-1843 TilSe VCTARS AND NL ARE COMIRMeNrW. AND FROFRRTART MAWRIML THE COrDeNn OF Yr0 DMWON FACIufe C JRJR COfi•IDE)RGL AID/ON PIRVG.ERO OF'OIOIAnON ANY � GEE, GOPY01S, DOCLOSIRI! OR DLII®UGON OF TIOS PACRASE OR ANT OF THE CONIDITS CONTAINED THEi 1• STRICTLY PROMISRED OT JAOONBI 1 ERi A)O TNT BE IJIRLR FU. T1ES0 "TMALa ARe COPYFUGHT © 2o20, JACobseN HOMEY, YArRew HARDER, RORDA ALL RIGHT( RESERVED. PROVIDED TO 711E K=PM T PM •FECORIC PURPOSES MY AND SHALL NOT be SCANNED, CO►PD, OR OD ERINUC REPRODUCED ANDMR DDTRIDUTED TO OTHEN FOR ANY FW We tRTROUT EX/RE" WIOTRN MRIRRRAT[ON FROM .IAGOeFd HOVER THIS ORAWDIO PACKAGE AIR) ALL T CONTENTS ARE THE CKCLAAkM PRO►GTT W JAGW6eN 11016F. ALL RORT• ReNCMIL COI19OONT 1020 ~ W W _ K 6.W X.1-?�VN O -JQO Yn Q wIWL $) g W In OJ F- W U i z5Q Fz w LWimZ"aQ zl Yn us WZ= w2OZKCWwm'L WQW- Wn()J5a () aQ2M= A' W > LU Q W F H J Z F Z Q= W to y W F ' z ¢Zz xU) 00, II F T=gJW N JO�ZIj3 J4= 0 W O f~/)0 Q p Q C w Z O Qlu' a' a'—y Z ❑ Q LL W �QyJ fn 7 Q Z UK a�F- FOLLW 2 J W �m•W M I-W Ww m WI ~Z 0zw rLL0. -)Q IN ADDITION TO ALL OTHER LOADS SH OWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 11 GRAVITY LOAD: 2150 LBS F31 GRAVITY LOAD: 970 LBS ❑2 GRAVITY LOAD: 1080 LBS E GRAVITY LOAD: 740 LBS UPLIFT LOAD: 820 LBS OSHEARWALL LOADS (ALSO SEE TABLE) IN -PLANE LATERAL LOADS- IN PLF - 394 OVERTURNING LOADS -IN POUNDS= 3543 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. IFII w ZQZ 4IW=-• 2= W m�Ll O � QO NaUI WZfn �I=•OC' z rj ° N Z w J W D- S� ~ yOw v1) IL tn 3 1 n �a0 U)? Qp 1U J X. W W W N � Qim.Z �eF W Wyzg USz..� o. F• W _= mWQ W F J2 m N Ij_J IU a`� f3az Oa3 } GI J QGO J a 11. N yy9 = Z Q Z wA,¢am tlysq.. j So's 0 j ww- a�• m (, Z P 0z M.Z Q 4n Q 7,,, S N 3 C 7 F� to J W C J J W O F Q s P a0 J O g z Q O J D g z m g Q o W Z..5. a3� oQFRzp a5 Q G D f N Q p OQ Z o QOQI 0,z ES k w W W_U) 7 Q Z U liia -I U. O O W m W O O O INI �+ p J=UI = w Gm LL aa°za w QI-3 �z0c ;tea d OTn . Q p Q LL V OSHEARWALL LOADS (ALSO SEE TABLE) (D IN -PLANE LATERAL LOADS- IN PLF- 394 OVERTURNING LOADS - IN POUNDS = 3543 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies IEOamm7 m 2 �C'lO�Y Wajaj S g W WPC3 `O3m° O FQ°51ml1 il q2q °mGo°a�5 YIFF2�7 mO Fo-�►•mzm a1<Da=��Sa ZWWmZa am Q• O�SZOW S F -mF F•m QFu J S � ¢S ¢2 2 WHEN THG AREA BENEATH THE BUILDING/STRUCTURE IS LNCL09G0 MIN. 6 MIL. POLY VAPOR BARRIER REQ'D OVER AREA BELOW THE 6 W Q bFF FRAY[ UNIT? e FACTORY TRANSPORTATION CARRIER BUILOING OR STRUCTURE ION -SITE, BY OTHERS]. THIS VAPOR BARRIER IS RBOU NURD BY JACOBSEN REGARDLESS OF CODE REQUIREMENTS YI W m z m Y W. R ". H UIILDING,I TXG 6TRUCTUR[ DUIING THE D INST.LLLAnOw HOMES AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ° m m m O m W O z 9 LL W J roN RA [ U 1 ATION CA Is F N N r<ACH eDTo Txe arRULTURe AND is ANY WARRANTY OFFERED OR IMPLIED BY JALOB9EN HOMES. W Ll O W m m ¢ J 2 7 W u 2 wMPoxeT of TILrzED AS A STRUCTUMLIN>TALLAT THIS BU LDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR I INOT IDN of°T¢samiolNarsrRcr INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM uuRe. AND IS TG BE MOVED ONCE BD EREUSE USE THE TABLE BELOW FOR REQUIREDDESIGNED THE"TABLE BELOW FOR REQUIRED ON -FRAME FOUNDATION LOADS LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT E EXTERIOR WALL: 245 PLF GRAVITY LOAD 310 PLF UPLIFT LOAD MOD-1843 O MATING WALL: 170 MPH - Wit 1UlD'nate1 43D PLF GRAVITY LOAD OPMR D 485 PLF UPLIFT LOAD M = 30 fEr O MATING OPENING: 90 PLF GRAVITY LOAD O I -BEAM (ON -FRAME]: s21S PLF GRAVITY LOAD 01 SHEARWALL LOADS (ALSO SEE TABLE) IN -PLANE LATERAL LOADS - IN PLF = 394 OVERTURNING LOADS - IN POUNDS - 3513 IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: V SHEARWALL LOADS (ALSO O SEE TABLE) IN -PLANE LATERAL LOADS -IN PLF =394 OVERTURNING LOADS -IN POUNDS =3W 11 GRAVITY LOAD: 2150 LBS a GRAVITY LOAD: 970 LBS 1-21 GRAVITY LOAD: 1080 LBS ❑4 GRAVITY LOAD: 740 LBS UPLIFT LOAD: 820 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. NOTE: ALL 11RUP5 THROUGH FIDOR MINIMUM IP FROM ETK E OF —R. I— / 90 A5 REUL RETO Oman=®D000©o0 a000:000Nunn J D A 57.3 PSF OSHUMM DESIIFPI sPECKS: L B • 10 PSF a 30 C 41.45 PSF 10 PSF O eIGN eHEAR VALUE: OVERTURNING PORCE:♦ PLP 3941 LBS O DE91GN 9HCA1 f64 UAW[, PLF OVGRNRNINO FORCE: 148. LBS O SIGN BHEAR VALUE: > P OVERTURNING FORCE: LP 5875 LDS O DESIGN SHEAR VALUE. O PLF OVERTURNING PORCE: LD9 O411 DESIGN SHEAR VALUE; PLP OVERTURNING FORLG: lYeS LDS O SIGN SHEAR VALUE DE O PLP OVGRNRNINO FORCE: 0 I. OO 910N SHEAR VALUE: ERTURN[NG PORCE. PLP 9oe LB9 O 1e11GN SHEAR VALUE: PLP OVERTURNING FOR °y �Im��oa a w z oo 00 --- - m0 o Rmc Z RO� aSiddiza oy rffi Q-'o m�zm¢Iz�omg ui �5z °g'��so� s `E WHIR =f> o�tso16 F~ H w' C O FOUNDATION NOTE' THE REMAND APPROVAL DF THIS FOUNDATION PLAN IS SUBJECT TO THE J m ° $ m W Z IL = H LOCAL BUILDING DEPARTMENT HAVING Q G g JURISDICTION. 2 W W m z a SUM KEEP ALL PLUMBING AND AE DROPS 1: o H u m t• 10" /0/ MINIMUM FROM ANY FLOOR EDGE. IS ENCLOSED, WHEN THE AREA BENEATH THE BUILDING/OVER I- IL ARE HE W Tz THERSI THISAVAPOR ORLPOLY VAPOR BARRIER REDD STRUCTURE [ON ° W m Z RE UNIT? 0 IILDING -SITE, BY BARRIER THE FACTORY TRANSPORTATION WRIER Is 19 REQUIRED BY JACODSEN HOMES REGARDLESS OF GOOD REQUIREMENTS m ? = m W REMOVED FROM THE STRUDTURI DURING x[ BUILDINGS INSTALLATION. AND/OAANYPWARRANTY OFFERED ON IMPLIED ECIFICATIONS. OMITTING THE ABYRJACOBSEN HIOMBSFFECT m m ° m W m z O W LL m ° roN FRAME UNIT! E FA TRANSPORTATION CARRIER IS TTTTACHED To TI[ STRUCTURE AND IS uiiusD W W m W = ¢ J •7 W Z I. ¢ m P. A6 A 6TnYLTUEXT M00NOT OP THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR OF ILOOR FIITHE P STALATDN INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM g AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. OFF -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: 485 PLF GRAVITY LOAD MOD-1843 P90 PLF UPLIFT LOAD 170 MPH - PWt (Lgfr i0(B) O MATING WALL: DPOSURE D 920 PLF GRAVITY LOAD YcAiiH�T=� 3-0IT1tp1�:ET 377 PLF UPLIFT LOAD mdLII�_6>aD.L O MATINGOPENIN6: s9O PLF GRAVITY LDAD ° num MMIUMENINN 0©®®® 000©ME 0� �an INEININ NN num ©IS� a000®000000©oo, USD A = 57.3 PSF OSHMWAM DESIDN . �.'R•�t 3t Q C = 41.410 PSF weR'TMiUP�'T''_"POPiae` �e °j 0 D • 10 PSF SIGN SHEAR VALUE: PLP 111 DESIGN I.— VALUE: PLF O OVERTURNING FORLG:4 ! L.B. O OVERTURNING PORC1[: 1480 LB9 DESIGN SHEAR VALUE: PLF O DESIGN SHEAR VALUE: PLP OOVERTURNING FORCE:> S90C LBS OVGRNRNINp PORLB O LBS V DESIGN SHEAR AL 411 PLP DESIGN SHEAR VALUE, O PLP O """YURNING PORE[: ­1 LBS O OVERTURNING FORCE: D LBS DESIGN SHEAR VALUE: 187 PLF a DESIGN SHEAR VALUE: O PIP O OVGRTURNINO P E: R 5 LBS OVERTURNING FORGE: O LB9 SAFETY: WARNING: MENYIUM IUR­SADOUH P„«»BwaDw,TO _L SIT T n� ISM IS gym-Phis—Tare wmn� t� mlNsrYmlmNxE�ry mGLc ANnmw EaI11PRalYr. CAUTION: ILW- STAIE.UANmNR TEDFIiAL CODES TANw9R wFAUwelU3vls. TBI LDN.wALTDP PHDD�'N9aBREDDIRR,MT wAPT ARC PPDPEw T�BNIQD6 Aw6.1� FOUNDATIOM S.IF PUPARANON / FOU MATION: IN ACCORDANCE WITH THE IleSS OISIM DNA. RIo TION9,oUIREMENTS TH E APO D PLANSOP THE BDD_UQL co TA n PouNDAT1,Ns. 1. ALL LOTS "LL SURFACEEWATER eD I. III OTHERS]. ALL GRASE, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL IsuC L A R OTHERsD LSI, OTHER D IALML ALLuDFAA ORI N OBJECTS,C ETC_. H MOVED PROM THE S THE ARIA ENEATH le "'L AT LOX ONE In FOR YEN 1111 IF SON. z. PORTION 0, THE STRUCTURE DeUUI�olNos wlr�xour easeuexrsHESS NOT ee _NLITID eY OPENUIRS L BECOVERED W, COR, ARRANGED ro PROVIDEANDSHn L BE =(ATM OP crtASHALL HAVE A NET FREE ANUA OF ce 11. -CA E eA�H T LESS THAN IEACH O —LDI.- CRA- SPACEe ACCE PER ALTERNATE IL POLT vAFOR BARN[R 19 RE09 DELOW THE BULLOINO. MEANS OF VENTILATION A. AL'OwED e !. $HALL NOT BE LOCATED BELOW THE ICTIO, OF THE "OTHN.S ':I III TH", wren, RT�e.Ri rHerTHE R�FLOORA6PACB 6HAL4 ATTA MINIMUM GBE As HIGH As Tx[ WT91. L !D A = LEVEL. uHL[ss Ax APPRoveD DRAINAGE sYsrEM IS PROVIDED. PECL' E WALL !. `^ �CNIMUM 11//]• BEARINGT U­ IN THETSMALL THENBEPPROVIDEDFORALL FLOORTJ019TS ORY BYPTHE MII^TIeM ISIDI-1 S Au MAnNG uxE ARIAS SHTO, TO I UpAW Be sUFORTeINN e, erm SHE ID woN s s CIA SPLITA BR[AK9,RAND/ORNOTHER t PERF[CnONs.x ALL WOOD 9XINS sXALL OR U9t LINI �s BOS SIDA B: ; ILLEI`TEII1RUN—. HE: �_ IN e. NAixER1 > [D IN THE 'outiDAAtln N xALI rq UIe[M[nTe YNLLUD�I s AT um/oR I __ 1. CQNONITR ENT 9 N Mole oN HDED mele OeA z. se Io eD'1e INCHES NWwUx INRLL Be PRI—el ee ow.He I LOIII omRAwL 9PAce ARea ro rxe 60 !. RAA�.>iFN:. AL ae eANOB SHALL Be PeoWDeD BB,;REBN .LL THE B.-HRee> BN9AR IRA] wTA sPRINRI[R sED 1 ove--EA ORAINA H THE RexeAToemmR iaR - RA HOLUNN. 4.MBD rD ee ImcwlNo omeast ns WEURAs�ALL ex RIOR AeeAs;x nee u AQI INOxeRI FRou ANT/AW eRTeeloR wALu o. rNe Powo.nON s. SO II—ATE1 S. NO w O, veeeTArloxryDEAD ROOTS, CARDBOARA PAPER, rRA IIIANIc`NATEIALI. III BUILDIN—TINCTUIE NOR TIE POSITION OF ANY IS I 1 11 A!„ T BUILT NG THeNPOUMN1DATlOxED.1 IT TOM. WHEN PY 1111TS ARE 11E1 LEIIII o1OT 11— SHEARWALL SPECIFIC INFORMATION UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILIS) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTIONI. THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT ANWOR 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 ADEOUATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER (ON -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, 0 F-FRAME - ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. AREA RESERVED FOR LL41WG AGWO( APPROVAL STAMPS] ® �• NO COMPLIES W/ 2017 PLORIDA RCS. CODE, INCLUDING ALL 6'H EDITION 1 0 63802 za Y 1 S .•.O R �•• �C'! Is LO = O QZ /7W 01FR@DA. ELKHART, W 46516 (3741 264D41 S 0 N6 R imow 1AI BY IDA76 CA B• C n C�iECIfED: M.T. DAUt 7M/2020 SCAU: 3/16B • P-OB S11l�Ti 13OFIS WEE,: Exposure D ow- 170 MPH MOD1114 MOD-1043 THESE OCTA AND Mlts ARC DQiIDEMT1AL AID rlmrl ,DIY MTZO THE CONTENT• OP TIN OMWM• PAC"," WNIAM WTlDMRAL ANDDR PMI"Eum ", "Rle /nw ANT RIHAIITHDI® UAE, W-114% WDOAIIRA M1 var.15YI[MH OP T rACL"% OR ANY OP TIC CONTIC 1 CONIAOlO TRORCK O STMORY MIOND1Tl9 •T AACWROR NORM ANO YAT BE W AW T1EPE MTM4 ARM OOPTI110HT © 2O26, JACobwN HONE% 6APGTY NARD6R rLORIDA, ALL RIGHTD RB6DRVDD. PROYDN TO THE RCCOWET r0I FrCCPIC PADDIES ONLY AND MIALL NWr BE •GAWAM COP®, M1 MCKWIFG WINNOWED ANOM DMIXIBUTW TO 0"9" 1" ANY MWM WRNOIR VWM* "ITICN AVYHMRRATTON rIOY JJYDB/DI NONN. THO PMWDW PACIAR AND ALL ITO CWtUCTS AIM THE IRCMM PROPENTY W JACOI IEN NOMEL ALL MNHT• RNBRVBO. COrTMO M =0 LBOIu� ANY A 0141N AND/OR THE AREAW IN WHICH AN ADDmOMBI ATTACMRS) TO THE HOOT GTRwrU1U! Y THE SOLE REBP>NOIDO.ITY OF THE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITION. ROOF SHEATHING FASTENED TO TRUSS WITH MIN. 7/161-x1 3/4"x16 GO. STAPLES 0 3" O.C. EDGES AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 32" MINIMUM. DESIGN LOADS FOR TRUSSES SPACED • 16" O.CI10. TCLL • 30 PSF TCDL 10.5 PSF BCLL 0 PSF BCDL 10.6 PSF LISTED TRUSSES DESIGN MAY VARY ROOF/834EAFfiRNRf1Y'DD YIN PLYWOOD SHEATHING REQ'D WITH METAL R00!' •• R-30 INSULATION (BLOWN IN ROOF CAVIT71 INS SPF d3 MINIMUM (SINGLE) TOP PLATE (STUDS 0 16" O.C.TO ALIGN WITH - TRUSSES - W 1 1/2" MAX. OFFSET) 2.6 SPF d3 MIN. WALL STUDS 9 161, O.C. / ITYPICALI LAP/STUCCO/HARDI. (TYP.) 2x6 SPF M3 MIN. BOTTOM PLATE REFER TO NOTE AT OTHER SIDEWALL PERIMETER AREA. TYPICAL I -BEAM PIER ,PROVIDED BY OTHERS) TIE -DOWN STRAPS AND ANCHORING DESIGNED AND INSTALLED BY OTHERS. ODR WIDTH 1-B[AM SPACING OISTANR TO EDGE OF FLOOR 0. INCHES S2 INCHES ,9 INCHES W_<�OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, 15 NOT EXCEEDED. ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. WHEN HOMES ARE OFF SET SHEAT KING POST SIDE OF TRUSS WITH n APA ORTECO RATED EXTERIOR SHEATHING (TIP) WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY . WITH WEATHER RESSISTIVE BARRIER. FINNIISHWaHLAPISTUCCOWMICiYP) APPROVAL AGENCY(51 ALONG WITH THE ARCHITECT AND/OR ENGINEER OP THE BUILDING PLANS SHALL NOT Be HELD RESPONSIBLE OR LIABLE FOR THE POUNDATION DESIGN AND/OR CONSEQUENTIAL PERPORMANCE PERIMETEOF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. PNGL 2x6 SPF R MINIMUM p00F R RAIL TOP IW/0 RIDGE BEAM) �OVIpOLe ,yy° Y NPR�`1i1•'Qpb` �O►.`�I.,,p�L VENTILATION PROVIDED FOR UPPER 507. OF ROOF SECTION: py.1MOM PL SLOPE 16P JRq�{ _sldW' RIDGE BEAM 1 2.44 SOFT. =UPPER O'HANG VENT PROVIDEDIUfAR®tT' SAR69RNOW90FANa8(TS REQ'D (TOTAL FOR HOME) M p0P .( W�{lO" etM� WHERE REQUIRED 0 SOFT. - UPPER VENTS PROVIDED BY - Oa�OPSISV",,..y1.1 O� . 2.44 SO. FT. TOTAL IINCLUDES FRONT b REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW[ -10A� U��oS�:�vgt�SD✓W�QNo�BRa e< �ryyIGOR pVCO OR%� SHINGLE OI FIBERGLASS SHINGLES: EXTERNAL FIRE - CLASS A; / ,T 11Pa OT�11�npH 8TI'� ASTM D3018; / ASTM D35462• L TYPICAL TRUSS ' MAY BE HINGED OR FIXED TEXTURED 1/2" GYPSUM ITYP,)- 2x4 SPF f3 MINIMUM WALL STUDS @ 16" O.C. ITTP.I UNIT WIDTH VARIES (SEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2.4 SPF 03 MINIMUM MATING WALL TOP b BOTTOM PLATES 2x8 SPF 82 0 16" O,C. ITYPICALI FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED R-19 / DREG. P.E.I BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION ITYP.1 e� VAPOR BARRIER REQ'D _ SEE NOTE 5 BELOW .�. SINGLE 2.8 SPF A2 (ON-FRAMEI PERIMETER (MATING LINE) FLOOR JOISTS ITYPICALI (EACH FLOOR SECTIONI FLOOR WIDTH 1-BEAM SPACIND DISTANCE TO EDGE OP PLOD M�/OrI-1 � y�3 D6 lrvcrveB 65.6 INCHes teas INCHES W gyp ow-s 1��RE(� •l ®N P14 SCAM Ms TYPICAL INSULATED A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, b LOCATION MAY VARY 2X6 SPI• 03 MINIMUM ROOF PERIMETER RAIL BOTTOM ITYPICALI OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2.4 SPF f3 MINIMUM WALL STUDS 0 IV' O.C. ITTP.I i° AIR SPACE MINIMUM BAFFLES REQUIRED 2x4 ROOF PERIMETER RAIL - - - - - - - - ADD -ON EAVE - PER ___________ CONSTRUCTION MANUAL ----------------- CEILING BOARD BLOWN INSULATION I CST 1 D51 1.& / • ASTM D3161, CLASS P; 1114 FELT OP EQUAL) ASTM D7158, CLASS H 16� PELT (OR EQUAL[ 1 NYC MEA 130-83-M BINT. WALLBOARD AFFLES REQUIRED J VENTILATION PROVIDED FOR LOWER 50% OF ROOF SECTION: 4.41 SOFT. • LOWER O'HANG b EAVE VENT PROVIDED (FRONT b REAR OVERHANGS) ^ / VENTED SOFFIT - - - • 0 SOFT. • LOWER VENTS PROVIDED BY - 0 NUM. OF 50 50.IN. ROOF VENTS REQ'D ITOTAL FOR HOME) O/ 4.41 SO. FT. TOTAL (INCLUDES O'HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW) ^ EXT. SHEATHING CEILING HEIGHT f�'/v y,_OR SEE APPROVED STRUCTURAL PACKAGE FOR WALL CONST ITYPICALI^ ^M y���R��{, TRUSS NOT SHOWN ON THIS SPACI OVA^{�Rp4 SECTION FOR CLARITY STD. WINDOW OPENING - TOP 6'-10" TYPICAL �>SC U: [Lira. TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE 3/8" MINIMUM GYPSUM 19 32" OSB OR PLYWOOD BOARD - CLASS 'B' / FLOOR DECKING ITYPICALI FRESH WATER SUPPLY IT YP.) ELECTRICAL ITYP.I 1 IT7PI ACCESS FOR SHOWER AND/OR TUB'SWIVEL REMOVABLE P-TRAP IS THROUGH BOTTOM BOARD CO [WHEN APPLICABLE ONLYI MATING LINE PIE15 ARE LOCATED AT I l l l _III 64° O.C. MAX. SPACING AND AT ALL III -I -I I COLUMN SUPPORT LOCATIONS. COLUMN IIIP.E. TOSA000MMODATE ALL LOHALL BE DESIGNED BYADSRIMPOSED AT THE COLUMN LOCATION151. 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 q FOR THE SPECIFIC STRUCTURE INSTALLED. UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTHS). /�EmXI 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 [SHOWN AS TYPICAL DOUBLE WIDE 201W. 24'-0" 26'-0", 28'-0', 29'-W' b 32'-0" INCLUDED N ons: 1. ALL STEEL MUST COMPLY WITH ASTM A-36 (36 KSI MINIMUM). 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 ROOF SYSTEM SQUARE FOOTAGE 842 SQ. FT. • • 2.81 SO. FT. TOTAL REQUIRED VENT (TOTAL UPPER b LOWERI 300 (w/ VAPOR BARRIER) 500 TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 50. FT. (INCLUDES O'HANGS AND VENTS) 2.44 SOFT. • UPPER O'HANG VENT PROVIDED 0 SO.FT. • UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 SG.IN. UPPER ROOF VENTS REO'D (TOTAL FOR HOME) MINIMUM UPPER VENT REQUIRED 150% OF THE TOTAL): - 1.4 $0, FT. [TOTAL REQ'D VENT x 0,50) DIFFERENCE BETWEEN REWD b ACTUAL: 1.04 SO. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: 4.41 SQ. FT. IINCLUDES O'HANGS AND EAVES! 4.41 SOFT. LOWER O'HANG b CAVE VENT PROVIDED 0 SOPT. • LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SQ.IM LOWER ROOF VENTS REO'D (TOTAL FOR HOME) MINIMUM LOWER VENT REQUIRED 150% OF THE TOTAL[: 1.4 SO. FT. ITOTAL REO'D VENT x 0,501 DIFFERENCE BETWEEN REQ'D b ACTUAL: 3 SO FT. PASS ROOF ~ MC� P14 Scab: No 7/16N APA OR TECO RATED EXTERIOR SHEATHING ITYP.I W/ WEATHER RESISTIVE BARRIER SEE PRODUCT APPROVAL FOR WHEN 018E SHEATHING 15 REQD R-19 BATT INSULATION IN WALL ITYFI SINGLE 2x8 SPF 02 (ON-FRAMEI PERIMETER (SIDEWALLI FLOOR JOISTS ITYPICALI _ FLOOR LEVEL plOv PORCH FLOOR DECKING rI, (WHEN APPLICABLE) -0'-3 3/8" TYPICAL SEE CONST. MANUAL 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS. 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED FOR INSTALLATION INTO TREATED LUMBER. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REQ'D OVER AREA BELOW THE BUILDING OR STRUCTURE [ON -SITE, BY OTHERS). THIS VAPOR BARRIER IS REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. ImO� SHEARWALL SPECIFIC INFORMATION OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAIL($) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTION). THE FOUNDATION SYSTEM SHALL BE DESIGNED [BY OTHERSI TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANE(S). 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). 0 -FRAME - ALL ENOWALL SHEARWALLS SHALL HAVE A MIN. OF THREE I3) FLOOR JOISTS LOCATED BELOW THE SHEARWALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/[ -BEAM IN THE FRAME. GRADE 7- TDETERMINED BUILDING ELEV. ION -SITE, BY OTHERS) - PERIMETER BLOCKING IS LOCATED AT 64" O.C. MAX. SPACING AND AT ALL - OPENINGS IN THE SIDEWALL GREATER THAN 48". ALL TIE -DOWN STRAPS AND ANCHORING SYSTEMS ARE DESIGNED AND INSTALLED BY OTHERS, ALTERNATE FOUNDATION DESIGNS MAY Be UTILIZED WHEN DESIGNED BY A REGISTERED 1 PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED P.E. IBY 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. REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING (_3 � ROOF SHOATMNG ell,/0P14' scA1 S: NPiS �� This item has been digitally signed and sealed by Michael G Tomko, "OFF FRAME UNIT"; THE FACTORY TRANSPORTATION CARRIER 15 P.E. On 7/23/2020 ^ REMOVED FROM THE STRUCTURE DURING THE BUILDING'S INSTALLATION. Printed copies Of this document are not considered signed and "ON FRAME UNIT": THE FACTORY TRANSPORTATION CARRIER IS LEFT ATTACHED TO THE STRUCTURE AND IS sealed and the signature must be verified on an electronic copies UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. �IO�y47R11Y\6� ON a7IC10FIC11 TIOR@S: TOTAL NUMBER OF AXLES: MASTER MDOE' 5 MIN, NUMBER OF BRAKE AXLES: I BRAKE AXLE MIN. PLOOR JOISTS: 2xe SPP .2 FLOOR INSULATION: R.I. CHASSIS I -BEAM HEIGHT: S HITCH TYPE: REMOVABLE FLOOR DECKING: IS/- OSB OR PLYWOOD FLOOR COVERING: LINO/TILE/LARPET WALLS FLOOR JOIST SPACING: IS" D.L. PORCH JOISTS: NA PORCH DECKING: NA / WINODwS / EXTERIOR STUDS: iNP2.6 SPP .B BOTTOM PLATE IEXTL 2x6 SPP ES WINDOWS: «IMPACT•• SERIES WALL INSULATION: R-19 TOP PLATE IEXT} ... SPF .5 exT. SHEATH]NG: 7/16" APA OR TECO RATED EXT. DOORS: STEEL - FOAM CORE ISOLID OR W/ GLASSI INT. DOORS: HOLLOW CORE ENTER- EnWALL [FINISH: LAP/STUCCO/HARDI. ITYPJ ROOF]N0: SHINGLES OR METAL RYPJ CEILING: TE%TUREO 1/2° GYPSUM ITYPD ROOF INSULATION: RJO SHUTTERS: NOT STRUCTURAL IOPT.I ROOF SHGTH]NG: 711V APA RATED TRUSSES: LISTED (LALDC) TRUSS UNIVERSAL FOREST PRODUCTS TRUSS SPACING: 16. O.C. A/C TYPE: [DUCTED RETURN AIR SYSTEM REPER TO ENERGY CALCS MIN. SEER: REFER TO ENERGY CALLS RISER: 12 . OF RISER DROPS: 1 NEAT TYPE REFER TO ENERGY CALLS UNIT TYPE: REFER TO ENERGY CALLS RETURN: 20X25 . OF RETURN DROPS: I OMNUMBER OFIBATH5�T[02 I • OF ACCESSIBLE LAVS: 0 .MEDICINE LABS W/ MIRROR 1 • OF WATER HEATERS: . OF ACCESSIBLE DATHS: O . OF STANDARD WATER CLOSETS: 2 . MEDICINE CABS W/ LIGHT: O WATER HEATER SIZE: 40 GALLON . OFSTANDARD LAVS: . OF ACCESSIBLE WATER CLOSETS: O . MIRRORS: WATER HEATER TYPE: ELECTRIC AREA RESERVED FOR L=NG AGENCY APPROVAL STAMPS: PpPR0Vf0 J D. vDEm. I NO N50FEET20 PEP JAC069EN ��� W w HOMeS H- Q On<.LL+ 612 exeurt14T.l � I COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION s• No 63802 i zg 5 Sl Z $� s 11R��-. yyy K 4703 CHMIER DIL tt 0 SUNMRir IN 46516 40H 264✓ 0 0 5 47 tR 0 REVISIONS Q SY DATE RR DRAWN: D.W.H. CHECKED: M.T. DATE: 7m/2020 SCALE: ena• . P-OD SHW- 14 OF 15 WEE: Expc60T9 D DWS: 170 MPH MODEL: MOO-1843 WCI E DETA AND IN- ME DwrmEN::AL AND ►RORROTARY MIITEDAIR. THE COIR6'1V7 W T160 OML FAGt11RE C AOI CORPIDEINIAL AND/OR ►IDVRL4m DFMONLTIOL AM IR1Allllpl® Mr. Don N% 0oa0MEQ M DATRIDORDN OF T FACKAm, M AN[ DF Tie cwmx R GwrAu m WeRem = #n Y m NIDRm DT ,YWMd xpE6 Mo wT Be UNIFY I TNIcia N.TCOAu ARE COPYRIGHT © 2020, JAC065EN HOMED, sArmy HAR60R ►LORID/y ALL RIDHn RESERVED. PROVIDED TO THE RGCVRDIT FOR R►L•ClrtC PIIPORG► MY AND M HDT BE M MC, CO►EM MI OIII MU15 RVIIOOIIM AIDAIR DDY=kMW TD OTHERS FOIL ANY PRI►OBE WITHOUT WlLM WWM ADINORQATION PROP 4WOD►W HD TWR DRAWDIB ►AC%A6E AND ALL IN COMWM ARE THE E%CLWNE P CATY OF JAGIDUM HMGO. 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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.Approval 'FL.Product , 'Nu- ber(sj 1. Exterior, Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-117 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-R2 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 FL12519.2-114 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 July 17, 2020 Pass [Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES Lategory/ Subcategory Manufacturer s ProductDescription 'FL Product .a Approval ANumber(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 12098.1-136 Siding Style Crest Vinyl Siding FL 12231.6-R4 Siding Plygen Vinyl Siding FL 24058.1 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-R3 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-R4 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville -Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass's 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 FLProduct Category/ Subcategory = ManufacturerProduct;Description Approval ,.. . �Num'ber(s) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 E Tubular Skylight I Sun-Tek S. Structural Comp. Q Wood Connectors Tie -down Engineering Wood Connectors Oliver Technologies Wood Connectors Master Craft Eng. B Truss Plate C Engineered Lumber MiTek GP Tube (self flashing) 10", 14" or 21" Coil Strap Coil Strap Metal Strap Truss connector plates GP -Lam FL13488.10 - IRS Local Approval Constellation Tech. Report - A131394 FL 2197 - R6 FL 2023.1-R6 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 N N14, Analy-domfi&rVices Laborazarj7 7997 Atyan: 1x1hY-, Road, Suite 100 ..CONSTELLATION TECH:X0,TL--OJGY-' Tdj�pljc5tie 7ZiS417.0600 Tdjj Free F dx,72 -7. -,545404 titttt}:Ala*u7mconWch.e motet Client: HWC & Assodatds- CoUtact, AM Lyons M." lbornWe mer, CAtfer & A-ssoe�l hie 1627Sout'Mlyrtla.AY. n i,:7M acr Sample Dese-riptimr. Toosrlie, Saros Part 9:- 169529 Lot #, Date Received.. 6/2112043 Date Repor-tedt 6/24/2'013 In -Scope Test Wthods; Tonsfle (ASTK F-8) Apatyst-.- Rondld Juckson Discussion. Fourburricane straps:galvawizad. 1-1/W1;x,24"'x 0.035", P/N 16932-9 kNmie received to deteM'jj'nP the tensile and, yield su=g strops were tested at -their full wiAth and thic-Imess using a gths- The : Tinius Olson LoCap tins left esWr With a 30;000-pbubd loadzdll, cafi �-oti due 10124113. Result&- T41*4 -�, Tensile, result'. Specinen, -9 Width •Thfc1mess'* ke'ak ke'r�kStjrisi V-fAeb IViald Strength Mogation 1 1.15-0 0;0370 5;378- 1.16,407 5,125. 110;.931 4 2 1.249. 6" .7, I 4.5 3 1.249- 003,15 513'34 1a,914}... -inn: 44�vv 4 =4 1.2500 0. L"� 4,5 5�5.-n 169-,44a 10 NTA, &,q -0; will. nb htdi&fted tu§rTe* galls zire adt The vpsuTvs oi!y' fdAtc W thu snmi -yT i ,{Author: R_0nald.L Jaakson 'Prinpip''i 41.TWW6WjJ§"SCfCdUA- ,AS IT UvoJit �4'PT-4,03-1- Whqto- iodiotakthe b)"tho Anieri Chanical Tustin.- FiefiJ— A27LA Curtificale # I OLVI 4Meigl2nical Tcstiq_-Fibld — A21-A Curtifleate 0 14 71.02 A.-A-ki U7"3 p4ge I of I, A=cdit;ttion. Lubwatory Aeutvditation "" 7-23-20 C, ��a LLJ A �g R �TE R 1� CONSTELLATION TECHNOLOGY Measurement - Analysis * Solution lest 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 — A19UUly Contact: Jim Lyons E-Mail: jlyons@hwceng.com PO: TBD Date Reported: 1/8/2019 Analyst: Katherine Flynn, David Richard Four (4) galvanized metallic strips were received for tensile testing. Strips were tested as received, in their original dimensions. Tensile testing was completed using a Tinius Olsen LoCap universal testing machine equipped with a 30,000 lb. load cell. Results Table 1— Tensile Results Sample.ID. Area (inZ) Tensile load (llis:) Tensile strength_°,. (psi) ,Yield load Yield strength,,.. (psi) ;Elongation (/0)'(10 ) 1 0.0282 1,461 52,554 1,337 47,411 30 2 0.0284 1,471 51,796 .1,348 47,465 28 3 0.0285 1,485 52,105 1,397 49,018 28 4* 0.0285 -- -- 1,390 48,772 30 *Tensile load (lbs.) and tensile strength (psi) were not recorded due to a malfunction with the test software during testing. Comments: The results only relate to the sample analyzed. This report shall not be reproduced except in full, without written approval from the laboratory Author: Katherine Flynn, Ph.D. Senior Materials Scientist Approved: William E. Swartz, Ph.D President/CEO Page 1 of 1 1/8/2019 Date 7-23-20LIJ 2 � N ARTER 1' Job Truss Truss Type Qty Ply Jacobsen Homes 407 GA 102169 M0699405 MONO TRUSS 1 1 Ref. #10008644 UFP Industries Inc., Grand Rapids, MI 49525, Weston Gorby 8.220 a Aug 13 2018 MiTek Industries, Inc. Tue Jul 21 12:08:45 2020 Page 1 of 1 CopyrightQ2020 UFP Industries, Inc. All Rights Reserved 4-0-8 3-114 3-1-4 41.3 II 2.75 12 44 - 3 11A•7 Alt. Cantilever Detail 11 1X1 n 2 \ 3a5 = 1 oI _ _ l 7 B 5 1.3. 11 2.6.4 II ea'6 = 4-0-8 1 3-114 1 3-14 11-1-0 - 5 1 0 to 3-0-0 Cantilever I REACTIONS. (lb/size) 1=264/0-5-8 (min.0-1-8), 5=596/0-3-8 (min.0-1-8) Max Horz 1=333(LC 5) Max Uplift 1=-306(LC 5), 5=-879(LC 5) Plate Offsets X,Y -- 1:0-5-2,0-0-7 , 3:0-1-12,0-1-12 , 5:Ed e,0-4-4 , 6:0-2-12,0-1-4 , 7:0-1-12,0-0-8 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP LOADING (psf) LOADING (psf) Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.21 7 >619 240 MT20 244/190 TCLL 20.0 TCLL 30.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.18 7 >704 180 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.38 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 * BCLL 0.0 Code FBC2017/TP12014 Matrix-P Weight: 46lb BCDL 10.0 BCDL 15.0 _ FT = 0% LUMBER- BRACING - TOP CHORD 2x3 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc BOT CHORD 2x6 SP No.2 purlins, except end verticals. WEBS 2x3 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. REACTIONS. (lb/size) 1=430/0-5-8 (min. 0-1-8), 5=430/Mechanical PppROVFo Max Horz 1=333(LC 5) Max Uplift 1=-552(LC 5), 5=-633(LC 5) FORCES. (lb) - Maximum Compression/Maximum Tension 0 7-23-20 N TOP CHORD 1-2=-710/975, 2-3=-706/1130, 34=41/9, 4-5=-58/161 BOT CHORD 1-7=-1283/665, 6-7=-1283/665, 5-6=-1283/665 WEBS 3-5=-793/1531, 2-7=-203/604, 3-6=-481/343 yFR NOTES- °q TER Py�o >iDiii➢[t► 1) This truss has been checked for uniform roof live load only, except as noted.1itt 2) Wind: ASCE 7-10; Vult=180mph (3-second'gust) Vasd=139mph @24in o.c.; TCDL=4.Opsf; BCDL=4.Opsf; (Alt. 180mph @16in o.c.; TCDL=6.Opsf; BCDL=6.0psf); h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS �+► 4P (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions �+„"" shown; Lumber DOL=1.60 plate grip DOL=1.60 No 56254 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed 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 the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint - fATE OF 1SO 1 and 633 lb uplift at joint 5. : ��*«« 6) Based on: M699402AN 7) Revision: Added 3-0-0 cantilever, �« ««•� ��� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this/ document, the building The seal is not an approval to use in a specific state. The final determination #������;�► not necessarily current state code. engineering on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. UFP industies,A WARNING - Verify design parameters and READ NOTES c. 2 GRAND RAPIDS, MI 495 5E FAX PHONE(616)-364r6161n01 (616)-365-0060 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe I One or Two story loading Jacobsen Homes - M1843 matewall overhang 7-23-20 MGT Roof Dead Load = 15 psf Wind Speed = 170 mph Roof Live Load = 20 psf Exposure = D Floor Dead Load = 10 psf Mean Roof Height = 30 ft Floor Live Load = 40 psf Width of Box = 9.875 ft Wind Load (int) = -63.6 psf MWF Overhang Length = 17.5 in Wind Load (ext) = -91.5 psf MWF Wall Dead Load = 40 plf Wind Load (OH int) = -100.3 psf MWF BC Live Load = 0 psf Wind Load (OH ext) = -128.0 psf MWF ASD coefficent = 0.6 Wind SpeeduLT = 170 mph ASD Wind Load (int) = -38.1 psf MWF Wind SpeedAso = 131,7 mph ASD Wind Load (ext) = -54.9 psf MWF ASD Wind Load (OH int) = -60.2 psf MWF ASD Wind Load (OH ext) = -76.8 psf MWF Load Supporting Roof Only Duration Factored Loads Sidewall Matewall Sidewall Matewall Cd Dead Load 96 pif 74 pif Live Load 128 pif 99 pif BC Live Load 0 plf 0 plf Wired Load -276 plf -219 pif Ext Wind Load -383 pif -271 plf Dead + Roof Live 224 pif 173 plf 195 plf 150 plf 1.15 Dead + .75(RL+BCLL) 192 plf 148 plf 167 plf 129 plf 1.15 .6Dead + Wind -219 plf -174 plf -137 pif -109 plf 1.6 Ext .6Dead + Wind -325 plf -227 plf -203 pif -142 plf 1.6 Load Supporting Floor Only Sidewall Matewall Dead Load 49 plf 49 plf Live Load 198 plf 198 plf Dead + Live 247 pif 247 plf 247 pif 247 pif 1 Load Supporting Roof and One Floor Sidewall Matewall Dead Load 185 pif 163 pif Dead + Roof Live 313 pif 262 pif 272 plf 228 plf 1.15 Dead + Floor Live 383 plf 361 pif 383 plf 361 pif 1 Dead + .75(RL+FL) 429 plf 386 pif 373 pif 335 plf 1.15 .6Dead + Wind -165 plf -121 pif -103 plf -75 pif 1.6 Ext ,6Dead +Wind-27311jIfill1i -173 plf -170 pif -108 plf 1.6 ���` PEA G•.TO �4 : No 63802 * e •• This item has been digitally signed and sealed by Michael G Tomko, S� P.E. On 7/23/2020 . • ♦i Printed copies of this document are not considered signed and sealed •.• O R ..•' �� '''�.Sfill and the signature must be verified on any electronic copies 0 A% .•� Calculate Capacity of Strap Thickness of Strap = 26 ga Thickness of Strap = 0.0179 in Width of strap = 1;5 in Diameter of Fastener = 0.131 in Net Area of Strap = 0.0245 in Yield Strength of Steel = 47 ksi Species of wood = SPF Capacity of Strap = 691 lbs Fastener:.131 pd fastener Capacity = 79 lbs Duration Factor = 1.6 Capacity of Fastener = 126 lbs Maximum Number of fasteners required to use the strap capacity - 6 fasteners Capacity of full strap = 691 Ibs Number of fasteners = 5 fasteners Capacity of strap w/(5) fasteners = 632 lbs 7-23-20 ? RTER %"{{{{11uri"���� PEL G•. NG,.j•`b�G E N SIS' • No 63002 ' S� s�ONA�{��`` This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies of 1,4k hy'd <-- Cont 11-fir S f il.ib 4� <PpPROVFO r 0 7-23-20 ? Zug (a �L-a �' Py O'gRTER 9' NP• E N ? No 63602 e' goo CA Z NAL���`� This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 2017 EPL DISPLAY CARD 7-23-20 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CAR ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the Energy Performance Index, the more efficient the home. �qR� ER 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 8.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 8.0 c) AHU location Exterior 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 2 13. Cooling system: Capacity 34.6 a) Split system SEER 5. Is this a worst case? (yes/no) 5. Yes b) Single package SEER 14.0 c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 842 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.350 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.300 14. Heating system: Capacity 34.8 c) Area 7c. 125.8 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.20 9. Floor type, insulation level: „ a) Slab -on -grade (R-value)' b) Wood, raised (R-value) c) Concrete, raised (R-value) 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier installed i 10A1. 19.0 10A2. 15. Water heating system a) Electric resistance EF 0.93 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec% g) Other 10B1. 10B2. 16. HVAC credits claimed (Performance Method) a) Ceiling fans Yes 11 a. 30.0 b) Cross ventilation No 11 b. c) Whole house fan No 11 c. d) Multizone cooling credit 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Safety Harbor, FL 34695 6/16/2020 6:20:33 AM EnergyGaugeO USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 SEE MANUFACTURER'S CONTRACT WITH FLORIDA DBPR FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performanc o Project Name: MCP-3512-M1843 Builder Name: Jacobsen Homes 2 o 7-23-20 Street: Permit Office: City, State, Zip: Safety Harbor, FL , 34695 Owner: Permit Number: Jurisdiction: Design Location: FL, ST_PETERSBURG_ALBERT_WHITTED County: Pinellas (Florida Climate Zone 2 2F ri �p 1. New construction or existing New (From Plans) 9. Wall Types (1251.0 sgft.) q R pt. Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1251.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types .(842.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 842.00 ft2 6. Conditioned floor area above grade (ft2) 842 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(125.8 sqft.) Description Area a. Sup: Attic, Rat: Attic, AH: Exterior 8 262 a. U-Factor: Dbl, U=0.35 125.83 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 34.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 19 gallons 8. Floor Types (842.0 sgft.) Insulation Area EF: 0.926 a. Raised Floor R=19.0 842.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.149 Total Proposed Modified Loads: 39.82 PASS Total Baseline Loads: 44.88 I hereby certify that the plans and specifications covered by Review of the plans and .t-v1:IE S2. '0 this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance _ r, i>;�`'� _ - �•�. with the Florida Energy Code. PREPARED BY: DATE: 6-16-2020 Before construction is completed this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance the Florida Energy Code. Florida Statutes. ✓ with OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.78 ACH50 (R402.4.1.2). 7-23-20 Y 2540-0660(M1843) - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 i�u� - - - Phil rya, -- - - roved By �aCt)V'r S.Ft=Y�4f-16 hAodyltar Sta'rtding Flans ri11f1Ti �-• Florida License No. SfiIP-42 6/16/2020 6:20 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 RO 7-23-20 ? Manufacturer's Model #: MCP-3512-M1843 `gRrER HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT. A/C) Prepared By LaSalle Air Systems 6/15/2020 (Method & Output U 2020) 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: 21,933 Btuh for Outside Temp/Humidity of 96 ' F (35 C)/ 48% and Inside reduced to 75 -1�1 F (23 C)/ 50% HEATING LOAD: 17,634 Btuh based on outside temp of 17 9 F (-9 C) with inside temp raised to 72 - F (22 C) Crawlspace is not heated by the primary air handler. Actual UA = 201.4 Max UA (Table R402.1.2) = 239.9 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (19+Non-ins Rim -19 - 30) Total Cond. Floor Area: 842.00 s.f. TRUE Outside Perimeter: 136.67 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): 753.5 s.f. Primary Wall Area: 1041.68 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 274.1 ft TOTAL Low-E window 128.69 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL S.G.D. 41.06 s.f. Exp Floor(U): 0.050 INFLOOR DUCT AREA: 0 S.F. @ 51 TD/ 29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.3 ATTIC DUCT AREA: 109.43 S.F. @ 95 TD/ 94.1 TD TOTAL Skylite " 0.00 s.f. S.G.D. 0.480 / 0.36 EXT. DUCT AREA: 0 S.F. @ 95 TD/ 49 TD TOTAL Doorl Area: 18.56 s.f. Glass Bic 0.630 / 0.48 PEOPLE: 3 3421.4 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.75 FIREPLACES: 0 All Glass % of Floor: 20.16 % Door 1: 0.290 DUCT GAIN: @ Semi -Tight 1410 Btuh All Glass % of Wall: 13.80 % Door 2: 0.670 DUCT LOSS: 1620 Btuh LATENT GAIN: 3262 Btuh Summer Infiltr (7.5 mph): 27.4 cfm Mech. Ventilation : 32.6 cfm (15.3 L/s) Altitude: 40 ft Winter Infiltration (15 mph): 51.7 cfm @ Semi -Tight ROOM BY ROOM VALUES: 786.7 FPM, max velocity in trunk #: 2 Heat Exiting Furnace: 93 deg A/C Exiting: 50 deg 0.18 Max pressure at A/H NOTICE: Due to glass area variations, the hourly cooling Cooling Air Heating Air loads may not be balanced by a single -zone system Values for Values for 30 7.5 KW Maximum A/C capacity HEATING COOLING CFM 2.5 ton unit 90 % Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (all adj) Dining Room c 4,211 6,633 227 235 6,579 224 5,976 5,664 9,261 Kitchen h 1,648 1,853 65 114 3,191 109 2,898 2,747 4,530 Bath #1 h 836 859 33 77 2,162 74 1,963 1,861 3,070 Bedroom #2 h 2,997 3,398 118 180 5,053 172 4,590 4,350 7,152 Bedroom #1 c 3,324 3,830 132 181 5,071 173 4,605 4,365 7,177 Bath#2 h 1,085 899 43 78 2,177 74 1,977 1,874 3,092 Living Room c 3,533 4,461 147 194 5,451 186 4,951 4,693 7,741 ------------------------ TOTALS ----------- ------------- 17,634 21,933 ------- 766 ------- 1,058 ------------------------- 29,684 1,010 26,960 ---------- ------------- 25,552 42,025 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model #: MCP-3512-M1843 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 611512020 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 833 @ 0.6 E.S.P. TEL= 324.1243 FR= 0.0895 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft; Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Bath #1 2 0 1 11 218.8 230.8 836 859 37 31 37 3.62 5.0 269.3 2 Kitchen 2 0 1 19 238.5 258.5 1,648 1,853 72 67 72 4.96 6.0 368.3 3 Dining Room 2 0 1 31 242.1 274.1 4,211 6,633 185 238 238 7.97 8.0 683.1 4 Bedroom #2 2 0 1 18 220.9 239.9 2,997 3,398 132 122 132 6.00 7.0 492.3 5 Living Room 3 0 1 12 219.3 232.3 1,395 1,762 61 63 63 4.54 5.0 464.5 6 Living Room 3 0 1 23 222.6 246.6 2,138 2,699 94 97 97 5.40 6.0 494.3 7 Bath#2 3 0 1 9 218.4 228.4 1,085 899 48 32 48 4.08 5.0 349.4 8 Bedroom #1 3 0 1 17 220.8 238.8 3,324 3,830 146 138 146 6.27 7.0 545.9 N/A Other Rooms - 17,634 21,933 774 789 833 TRUNK DUCT LISTING ANALYSIS TRUNK # 1 TRUNK # 2 TRUNK # 3 TRUNK # 4 TRUNK # 5 TRUNK # 6 TRUNK # 7 TRUNK # 8 TRUNK # 9 TRUNK # 10 TRUNK # 11 TRUNK # 12 TRUNK # 13 TRUNK # 14 TRUNK# 15 LONGEST RETURN DUCT 1 0 1.0 17,634 21,933 6 121.166 127.2 9,693 12,743 5 120.866 125.9 7,941 9,191 7 50 50 833 479 354 0 0 0 0 0 0 0 0 0 0 0 0 7-23-20 N Z�� 9.69 16 8.90 7.92 0 0 0 0 0 0 0 0 0 0 0 ER 1� 16 17.5 468.6 12.0 610.0 12.0 450.6 0 0 0 0 0 0 0 0 0 0 0 833 10.16 19 19 20.8 332.3 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MCP-3512-M1843 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 6/15/2020 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,634 Btuh at 17 REQ'D BLOWER CFM: 1,058 cfm at altitude of 40 It SENSIBLE CLG LOAD: 18,671 Btuh at 96 Entering Air DRY Bulb: 75.8 Mach. Ventilation: 33 LATENT CLG LOAD: 3,262 Btuh at 96 Entering Air WET Bulb: 60.9 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ® outside RH: 47.9 % FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings!) Air handler model #: Condenser model #: =BlowerData Select blower speed in COOLING mode: Blower CFM is between 708 > < 958 for Total (External) Static Pressure between 0.5> <0.7 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is between 18515> <24687 Blower CFM is between 308 > < 364 for Temp. rise of 55-65 Blower CFM is between 364 > < 445 for Temp. rise of 45-55 PpPROVF� Blower CFM is between 445 > < 573 for Temp. rise of 35-45 =Cooling Equipment S/T Ratio = 0.85 Leaving Temp = 50.6 ® TD = 24.4 -P At 96F outside, Total A/C output from 22371 btuh to 25223 btuh is GOOD. At 96F outside, Total A/C output from 25223 btuh to 26319 btuh is MARGINAL. Sensible Capacity is from 17040 btuh Latent Capacity is from 3196 btuh Mechanical Ventilation is 3.9 % of blower cfm =Heat Pump with Supplemental Heating Coils Data from performace charts btuh at F outside btuh at F outside to 20302 btuh to 4893 btuh Dry bulb increases by: 0.8 - Data from load calculation 0 btuh at 72 F outside 17,634 btuh at 17 F outside 0 7-23-20 J2� X rn Wet bulb increases by: 0.4 - 25000 1 � —$7— raw Loa I Line and Performance Line 20000 I I 15000 ! I i i 10000 i I i 5000 I i i I 0 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. RTER �' APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MCP-3512-M1843 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 611512020 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,634 Btuh at 17 REQ'D BLOWER CFM: 1,058 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 18,671 Btuh at 96 Entering Air DRY Bulb: 75.8 '*' Mach. Ventilation: 33 LATENT CLG LOAD: 3,262 Btuh at 96 Entering Air WET Bulb: 60.9 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 $' outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 726.2 CFM infiltration being 5.750 ACH (to be confirmed by testing) (5 ACH = 631 CFM) (3 ACH = 378 CFM) I Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area ROOM NAME Room Area Required Built Dining Room 101.7 4.0 37.16 Kitchen 105.8 4.2 4.26 Bath #1 52.5 2.1 1.30 Bedroom #2 140.0 5.6 10.25 Bedroom #1 170.9 6.8 12.76 Bath #2 95.4 3.8 0.00 Living Room 175.7 7.0 19.14 0.0 0.0 0.00 0.0 0.0 0.00 Mechanical Ventilation is Not Required SPACE CLASSIFICATIONS Occupancy Area Private Living Area 3.0 588.3 Private Kitchen 0.0 105.8 Private Baths 0.0 147.9 0.0 0.0 0.0 0.0 ----------------------------------- 0.0 0.0 Total 3.0 842.0 Openable Area ROOM NAME Room Area Require Built 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 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 842.0 33.5 84.88 Outdoor Exhaust Air Air Air ZONE AIR DISTRIBUTION Flow 59.8 0.0 Ceiling Supply of Cool Air 789.5 0.0 25.0 Floor Supply of Warm Air/Floor Return 113.8 0.0 40.0 Floor Supply of Warm Air/Floor Return 154.7 0.0 0.0 0 0.0 0.0 0 0.0 0.0 0 0.0 0.0 1,058 System Ventitlation Efficiency: 1 1 R '0 7-23-20 - N ER t -y. -7• —1 5 3' 4C-0' 41/2' 6-T 41/2' t-Y 41/2' 10'-81/Y CI 6' 7 IMPACT WIND F1 aounA¢ - vn MOD-1843 6 -31/Y (CHECK SALES ORDER) 40r-T 6 160 MPH - Vult (Ultimate)HITCH EXPOSURE D /4' 7L-11/4' 2g_5• 94 16_.rx6 MRH = 30 FEET 40 34 1S-2 3/4 TY p5' '-25-101/Y 30-51/2' Uv• ?� SMIR:Nm D1 ¢ UPPER CAB ARFAE AREA AND IN TAMER CAD AREA 301/Y X 601/4 4' OVERHANGS ;R. 401/4 101 X 121 4 24 I/Y % 601/4' 41/2' X 601/4' rPu ANY omg0 Lq?<— NANDY-B a yll 1 I i DINING nk15=K"1i MIRE I I D/W Il 1 —102 mLYY/XLMI oortr Rnx /Au a•msN-`"""� __ .N ALL u Ala M. ILLS -^ P ' N RAMA PROM OT APPROVAL r12X8. I 1 60• i Q 4- ` 5 r/HI 4r 1 I II o I 1 -9 PR to •;� \M �'l?-r__ I•. __ J \ /.12X8. Li+ to al. �i ri ( � I . _ I --- 7 1 1�40 5/e I v = �``` ` ��� - -1 - I - 5 a -- n �--- i �3 8 6 _1. III I PD• J -I `�` au _ S? 24 1& X W 1111! _ comm a 2 OOPLr = All u W/ALL a m wm ALL \ n 6 5 {GARNO ROROA (al -ale A APPWVAL onlo,* 4 = 16f ' i \ 7 CV �6 z \ I STK. _ _____ — ioxX \ i IOX6. --� Obi 241 I ' 2 �- --1' o� � x --- i I uNEN 1 X 601 4' 301/Y X 601/4' TYP X DRY WALL EXTERIOR • PERIMETER AND MATING NE PIERS ARE REQUIRED. 15J8 5 13J/4' *• ALL SHEAR WALLS SHALL AVE A PIER INSTALLED Al 164 2S-6' Borth THE SIDEWALL AND rHE MATING LINE AREAS, te' 11-9 t/t AS WELL AS AT THE END OF EACH SHEAR SEGMENT. RO E SHEATHING24-71/2' •�• ALL I -BEAM (CHASSIS) LOCAITIONS SHALL HAVE PIERS SFEQRWF SHEATHING ADEQUATE TO SUPPORT ALL INDUCED $ • ALL ROOF SEC710N _sP $-5• AND TIE -DOWN SYSTEMS ARE BY OTHERS (NOT JACOBSEN). FOUNDATION PER FBC AM STD. ENGINEERING PRACTICES. 6' 14-10' 8!-01/i I 41,Y 4 r �LaSalleBristol f//` Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C * RAFTERS 16" O.C. © 6/10/2020 (WIDTH) (HEIGHT) (HEIGHT) (USA) (HEIGHT) X 601/f - J I d W5 111/Y 36'-6• 15•-1• 11'-IT TO THIS STRUCTURE SHALL BE COMPLETELY AND SHALL NOT TRANSFER AND/OR INDUCE HER FORCES ONTO THIS BUILDING/STRUCTURE • J2 7-23-20 70 N CARTER Shear Wall Trubutary Length Detremination One Interior Wall Jacobsen Homes - M1843 Sidevyal Left Right dht Endwall Ridg E wall First Interior Sidewall Length = 47.33 ft Distance of Left end to first interior = 8.5 ft Left Porch Length = Right Porch Length = 0 ft Left Endwall Trib : 4.25 ft First Interior Trib: 23.665 ft Right Endwall Trib : 19.415 ft ,,,',�IIIIIG,IffflO�, , • �� �• No 63602 ••0*: i i • r • • r • i / .S • •.,oR�•. •� ONAL��``�* frff11111111 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 'o 7-23-20 W RT—ER t Wind toad Determination Worksheet � �-23-20 N MWF Low-rise building ASCE7-10 Method 2 Wind Speed = 170 mph Roof Slope = 4.38112 oQ �F� P��o �gRTER Exposure = D 20.050 t" Mean Roof Height = 30 ft Kd= om a= 11.5 KZt = 1 zg = 700 ft KZ = 1,16 1= 1 qh = 72.95 psf _ Building Class = Enclosed Building GCpi = 0.18 -0.18 * Gcpi cancels -out on total building calcs Load A - End Zone of Wall 1 E = 0.80 GCpf = 1.44 4E = -0.64 A = 104.94 psf Load C - Interior Zone of Wall 1 = 0.53 GCpf = 0.96 4 = -0.43 C = 70.02 psf Load B - End Zone of Roof 2E = -1.06 2E load = -77.65 3E = -0.69 3E load = -50.27 B = 0.00 psf Load D - Interior Zone of Roof 2 =-0.68531 2E load = -49.99 3 =-0.47974 3E load = -35.00 ,,,�"<<u1n181'r" `AG N S ,��i-�'�, D = 0.00 psf �• No 63802 16 * : . Or Sl NAX P.E. item has been On 7/23/2020hsdigitally signed and sealed by Michael G Tomko, Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies One Story Shear Wall Wind/Seismic Analysis - One Interior Shear Wall Jacobsen Homes - M1843 Wind loads MWF Buildincr Values MGT Wind speed = 170 mph Exposure = D Mean Roof Height = 30 It ASD coefficient= 0.6 Wind load Areas A B C D {pso 63.0 0.0 42.0 0.0 A = End zone of Wall B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof roof angle = 4.38112 Sidewall Length = 47.33 ft roof angle = 20.1 ° 0 Wall Height = 9 ft Endwall Length = 21.33 ft Heel Height of Truss = 4.25 in a = 3.00 ft 2a = 6.00 ft Height of Roof = 4.25 ft Left Endwall Shear Values Area of End Zone of Sidewall = 19.1 ft2 /side Area of End Zone of Roof = 18.0 ft2 /side Area of Interior Zone of Sidewall = 0.0 ftZ /side Area of Interior Zone of Roof = 0.0 ft2 /side Total Shear Force to Endwall = 1204 lbs First Interior Shear Values Area of End Zone of Sidewall = 7.9 ft2 /side. Area of End Zone of Roof = 7.4 ft' /side Area of Interior Zone of Sidewall = 98.6 ft'/side Area of interior Zone of Roof = 93.1 ftZ /side Total Shear Force to Endwall = 4639 lbs Right Endwall Shear Values Area of End Zone of Sidewall = 27.0 ft2 [side Area of End Zone of Roof = 25.5 ft2 /side Area of Interior Zone of Sidewall = 60.4 ft' /side Area of Interior Zone of Roof = 57.0 ft2 /side Total Shear Farce to Endwall = 4236 lbs Sidewall Shear Values Area of End Zone of Wall = 27 ftZ /side Area of End Zone of Roof = 7 ft' /side Area of Interior Zone of Wall = 21 ftZ !side Area of Interior Zone of Roof = 16 ft/side Total Shear Force to Sidewall = 3671 lbs Total Shear = Total Shear = Total Shear= Total Shear = Total. Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear = Total Shear= Total Shear = Total Shear = This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1204 Ibs 0 lbs Nits Y 0 lbs 496 lbs 0 lbs 4143 lbs 0 lbs 1700 lbs 0 lbs 2536 lbs 0 lbs 7-23-20 2 \TE ETET R% 1700 lbs 414 lbs 882�gtltilnq����'i .`N :.•\G E N sic N �. No 63802 • V; •' e Sl ` I Seismic Loads Seismic category = 8 So$ = 0.33 Wall DL = 10 psf Roof DL = 10 psf Total W for seismic shear walls = 16275 lbs R = 6.5 Co = 0.06346 F,E = 1032.63 lbs Fx = shear on endwali L = shear on int wall = shear on endwall R = shear on sidewalls = Compare Wind vs Seismic for shear walls Endwall L Int Wall Endwall R Sidewall 93 lbs/wall 516 lbs/wall 424 lbs/waif 516 lbs/wail Seismic Wind Wind with 1.4 reduction 204 660639 3314 K 236 3026 671 2622 Controlling factors for shear wail panels Controllina factors for Uplift/Shear Forces Endwall L--------> Wind Endwall L — --- —} Wind Int Wall ---------> Wind Int WallWind Endwall R--------> Wind Endwall R — - --> Wind Sidewall --> Wind Sidewall > Wind Determination of shear wall panel 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) = 5.41 ft Length of Full Height Sheathing (2:1) = 5.41 ft '0 7— 23— 20 LJ � N 0 RTER 't Co(3.5:1)= 1 Co (2:1) = 1 `,,,�tN1uU110"!,,, Total Force (wind) = 2275 lbs add 1071 lbs ����:� ��G ENS*-.. 5f; I-- Total Force (seismiic)'1.4 = 130 lbs * No 63802 Load Taken to Shear Wall Segments = 421 plf Uplift Force at End of Wall = 3785 lbsIr S3 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 ��NA„���� Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies J Shearwall Desian Interior Wail (coiu Perforated or Segmented: S 7-23-20Endwall Length = 30 ft w Wall Height = 9 ft Length of Full Height Sheathing (3,5:1) = 8.75 ft Length of Full Height Sheathing (2:1) = 8.75 ft Cn (3.5:1) = 1 Co (2:1) = 1 Total Force (wind) = 5710 lbs add 1071 lbs Total Force (seismic) `1.4 = 723 lbs Load Taken to Shear Wall Segments = 653 plf Uplift Force at End of Wall = 5873 lbs Shearwall Design Right Endwall Perforated or Segmented: S Endwall Length = 21.33 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = 16.2 ft Length of Full Height Sheathing (2:1) = 16.2 ft Co (3:5:1) = 1 C. (2:1) = 1 Total Force (wind) = 6378 lbs add 2142 lbs Total Force (seismic)'1.4 = 593 lbs Load Taken to Shear Wall Segments = 394 pif Uplift Force at End of Wail = ' 3543 lbs �� EL ..•TO ��i No 63802 k C 0 R 14" e S1 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies PRO Shearwall Desian Too Sidewall o 7- 23- 20 2N Perforated or Segmented: P Sidewall Length = Wall Hei Height ht = 40 ft 9 ft � Height of Tallest Opening = 5 ft Height Ratio = 0.55556 Length of Full Height Sheathing (3.5:1) = 28.5 ft cq V. P Length of Full Height Sheathing (2;1) = 28.6 ft R T E R Percent Full Height Sheathing (3.5:1) = 71 % Percent Full Height Sheathing (2:1) = 71 % Co (3.5:1) = 0.77 from table in (BCIFBC Co (2:1) = 0.77 from table in IBCtFBC Total Force (wind) = 4768 Ibs Total Force (seismic) ,'1.4 = 939 Ibs Load Taken to Shear Wall Segments = 167 pif Uplift Force at End of Wail = 1606 Ibs Shearwall Desian Lower Sidewall Perforated or Segmented: P Sidewall Length = 40 ft Wall Height = 9 ft Height of Tallest Opening = 5 ft Height Ratio = 0.55556 Length of Full Height Sheathing (3.5:1) = 29 ft Length of Full Height Sheathing (2:1) = 29 ft Percent Full Height Sheathing (3.5;1) = 73% Percent Full Height Sheathing (2:1) = 73% Ca (3.5:1) = 0.77 from table in IBC/FBC Ca (2:1) = 0.77 from table in IBC/FBC Total Force (wind) = 4768 Ibs Total Force (seismic) `1.4 = 939 ibs Load Taken to Shear Wall Segments = 164 plf Uplift Force at End of Wall = 1480 lbs 6 E N g .�- • No 63802 ; *! Sl~ ,,��I is • � iA , • � ��� s�ONA������� ,11111 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies One Story Shear Wall Design Summary of Forces Shear Wails 7-23-20 ? � Ld 'qRT�ERP Shearwall Required Design Left Endwall = 421 plf Shearwall Required Design Interior Wall = 653 plf Shearwall Required Design Right Endwall = 394 plf Shearwall Required Design Top Sidewall = 167 plf Shearwall Required Design Lower Sidewall = 164 plf Overturning Forces Racking Left Endwall = 3785 lbs Racking Interior Wall = 5873 lbs Racking Flight Endwall = 3543 lbs Racking Top Sidewall = 1506 lbs Racking Lower Sidewall = 1480 lbs Sidewal Left Right Endwall Ridg Endwall First Interior ,%%J1u1181111 i �•� U�.•'... E N S �'�-��i� :-A : No 63802 *! o • Sl This item has been digitally signed and sealed by Michael G Tomko, P.E. On 7/23/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies