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HomeMy WebLinkAboutConstruction PlansENGINEERING 0 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 approval) the local authority havuigjurisdiction. 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. 1527 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33755 (727) 584-8151 FAX: (727) 68S-3343 1 (727) 585.239E 1 (727) 687.0447 Modular owia Inepeftri 6ui PWAad '/quno:) a1Xn-1 0wP.7 0 g end 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. O+ W"1eVSIf1OING'J C6®NN1G`e,i4ONS: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPECTION RIMMENTS, SE PRE TION / F®UiI+O,�,1 ION: 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 WALLS IBY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL ISUCH AS ALL MUCK AND/OR OTHER LIKE SOILS), OTHER DELETERIOUS MATERIAL(S), 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 15 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 FOUND ATION WALLS SHALL HAVE A A NET FREE ARE OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SO. FEET OF CRAWL SPAC E (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER 'm�THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER 15 REQ'D BELOW THE BUILDING. ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. 3. THE FINISHED GROUNDV -F LEVEL OF AN UNDER LOOft SPACE SUCH AS A CRAWL SPACE SHALL NOT BE LOCATED BELOW T EL W THe BOTTOM OF THE FOOTINGS. WHERE THERE IS ANY EVIDENCE THAT THE GROUNDWATER 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 Sire. 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 SY STEM YSTEM IS PROVIDED. 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE; EACH END OF EACH SHEARWALL SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. 5. THE DESIGN & CONSTRUCTION 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" BEARINGS ALL B O H E PROVIDED ED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM SIDEWALL & ALL MATING ( I G LINE AREAS SHALL Be SUPPORTED. I 6. THE ENTIRE BUILDING/STRUCTURE SHALL PIT 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 PREP OF KNOTS, CHECKS, SPLITS, BREAKS, AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL BE OF TREATED LUMBER OR OTHER APPROVED MATERIAL(S). 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96% DENSITY -PER ASTM 0-1557. FOOTERS 12" BELOW VIRGIN SOIL AND BELOW PROST-LINE. 8. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES (305mml & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST -LINE. 9. MATERIALS USED IN THe FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS (INCLUDING STATE AND/OR LOCAL[. PROT \ddilf9. N: 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR TERMITE INSPECTION 14 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL. 3. A I'D- 112 INCHES) MINIMUM CLEARANCE SHALL Be PROVIDED BETWEEN ALL THE STRUCTUReS EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAINS, & WATER HEATER T&P DRAIN ION -SITE[. 4. TREATMENT SHALL 5E APPLIED TO ALL AREAS BENEATH THE! BUILDING/STRUCTURE [INCLUDING PORCHES AND OTHER LIKE AREASI, AS WELL AS, ALL EXTERIOR AREAS THAT ARE LOCATED WITHIN A MINIMUM OF 4.0"112 INCHES[ PROM ANT/ALL EXTERIOR WALLS OF THe FOUNDATION SYSTEM AND/OR ANY PORTION OF THE BUILDING/STRUCTURe OR AS ALLOWED BY THe FBC/FRC. 5. TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN. 6 MIL POLY VAPOR BARRIER. TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACK PILLING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL Be! RETREATED. 6. NO WOOD, VEGeTAT10N, DEAD ROOTS, CARDBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR ANT CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN TH N FIFTEEN FEET OF ANY BUILDING/STRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1, 2 & 5 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV, TERMITE SHIELD & P.T. LEDGER SHALL BE IN5TALLED ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT R_ 1D. ®R GLMNG ORL ON: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS, JAHOMES py� A®�S1�RSIN ¢�1. P4EO ES 600 PACKARD COURT, SAFETY HARBOR, FL 34695 727-726-n30 67LG[ ag('ji,JIRNOTES: OORR COAS AREA ROPER TO NOTE a BELOW. zoNr 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BT THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPRI. 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY AND ALL REVIEW APPROVAL INSPECTION. R PE E INSPECTION PEES AND/OR OTHER COSTS cs SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL SUBS. 4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. 6. NO PORTION OF THEFA NANU CTURED BUILDING DMAII DE INSTALLED BELOW E ELO THE BASE FLOOD ELEVATION AND THE FOUNDATION SHALL DD 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 T OF THE CONTRACTOR TO VERIFY THAT EACH BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED AND CONSTRUCTED. JACOBSEN HOMES AND IT'S THIRD PARTY APPROVAL AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS, SHALL NOT BE HELD LIABLE, IF A BUILDING 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 FO R OR THE COMPLETION OF T ANY N ITEM INCLUDED IN THESE DOCUMENTS THEY HE SHALL Be CONSIDERED TO BE INCLUDED AS PART OF THESE CONSTRUCTION DOCUMENTS. B. PARTIAL SETS OF O T A C N R CT DOCUMENTS[PLANS, NOTES DETAI LS AND SPE C'S l ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. 11LLyy//�� TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. NOIFTR�: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS "LIGHT -FRAME TRUSS -TYPE CONSTRUCTION" AS REFERENCED IN PAC RULE 69A-3.012(6). POSTING OF NOTICE SIGNIS) AS REQUIRED BY FAC RULE 69A-3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY �HE� OF THEBUILDINGOWNER. 1FNA �R NG' : INSTALLING A MODULAR STRU T R B C U E/ UILDING CAN BE EXTREMELY DANGEROUS.Y 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, 1. M&W ROOF HEIGHT VARM: 30 FEET MAXIMUM g 2. FLOOR LIVE LOAD: 40 PSF • 3. ROOF LIVE LOAD: 20 PSF 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'O FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED ITEMS SHALL H BE DETERMINEDE LJ AND EXCLUSIVE BY THE HA AND ARE THE SOLE C US1VE RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. SIIT'yE��'�� INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE. 4aIlAA• IRX.ST�0 RRA..1 S: THIS LIST CONTAINS EXAM PLES, MPLES AND SHALL NOT B E 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 REO'MENTS). 5. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTe MIST. 6. ANY PORTABLE FIRE EXTINGUISHERI51 AND/OR FIRE SUPPRESSION SYSTEM(S) ReQ'D. 7. ELECTRICAL SERVICE (INCLUDING FEEDERS) & CROSS-OVERS ON MULTI -SECTION UNITS. S. ALL UNFINISHED DRYWALL - COMPLETE PANEL FASTENING, TAPE, & TEXTURE. 3/8" NAILS . 8" O.C. MAX.; 318" SCREWS - 16" O.L. MAX.; - UNFINSHED DRYWALL ONLY. 9. STRUCTURAL & AESTHETIC INTERCONNECTIONS BETWEEN MODULES/SECTIONS. 10. EXT. SIDING AND ROOFING (INCL BONDING OF METAL SIDING OR ROOF COVERING% 11, EXTERIOR WALL FINISH MNDWALLBI AND SOFFIT MATERIALS IENDWAUJPORCH AREABL 12. WINDOW GUARDS, FALL PROTECTION, WINDOW PROTECTION, AND/OR STORM SHUTTERS. 13. BOTTOM OF FLOOR INSULATION/BOTTOM BOARD D MATERIAL WILL BE NOTED ON PLAN. 1 1 14. CROSS -OVER CONNECTIONS (HVACL FRESH AIR INTAKE, AND BLOWER DOOR TEST. 15, AIR CONDITIONING AND N N HEATING SYSTEM [REFER TO FLORIDA ENERGY CALCULATIONS FOR MINIMUM EFFI IEN TS N C LT REQUIREMEN I. INSTALLED ON -SITE BY OTHERS. 16, HVAC DISCONNECT, WIRING, BREAKERS, SERVICE RECEPTACLE, ETC.... 17. ROOF COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION IRIDGE/DORMERS, ETC 1. 18. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. 20. RECID GRAD BARS AND ANY OTHER ACCEADLE FEATURES THAT ARE REOUtRED. 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-SrrI% BY OTHERS. 25. SWLDING ADDRESS- AS REQUIRED BY FBC "10.1 ARE INSTALLED ON -SITE, BY OTHERG. 24. UNIT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE. ITEMS yINNSSTAALLEDD AND INSPECTED AT THE FACTORY, LOCAL APPROVAL 15 NOT REQUIRED. •41F t AROAM: MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS EXTREMELY IMPORTANT THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIPIED 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 REOUIREMENTS. THE CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. DESIGN WIND PRESSURES FOR COMPOISNES AND GADDING (PSN: y ULT. DESIGN WIND PRES. NOM. DESIGN WIND PRES. F 4. DESIGN WIND SPEED: 170 MPH - VUD IUltimatel Pw. WALL cac 1OA05 STRENGTH DESIGN ALLOW. STRESS DESIGN S. WIND IMPORTANCE FACZOR: 1.0 Valr VI" Z RI Risk Category: II SINGLE WINDOWS AM < 205QM. AREA < 20 SQ.R. O 6. WIND EXPOSURE CATEGORY D ZONE 4- 86.6E PSP -93.96 PSF 51.89 PSF -56.38 PSF Z � 7. INFHINAL PRESSURE COEFFICRMI GCpi 0.1E IEnclDeedl ZONES. 86.65 PSP-115.95 PSF 51.99 PSF -69.57 PSF € (� a 88.. DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF[: PW - WALL CAC LOADS A IJOt ¢. ULT. De SIGN WIND PRES. NOM. DESIGN WIND PRES. DODDOA'SWRW DOOR 2a MM 5 AREA 20 SQ.R. 5 AREA d7 1(T11] p¢ . ¢OOP CAC LOADS STReNGTH DESIGN ALLOW, STRESS DESIGN VUIt V..d ZONE 4. 82.7E PSF -90.06 PSF 49.65 PSP -54.04 PSF ® ZONE I . 51.63 PSF -79.18 PSP 30.98 PSF -47.51 PSP ZONES. 82.75 PSF-108.15 PSF 49.65 PSF -64.89 PSF -K }} ZONE 2. 49.97 PSF-138.03 PSP 28.9E PSI -82.82 PSF PW . WALL EAC LOADS Q tw ZONES. 49.97 PSF-204,01 PSF 29.9E PSF-122.41 PSP SLIDING GLASS DOOR 20 SO.FL 5 AREA 20 SO.PE. 5 A¢D1 Q .LT$55 L BOON OVOMM40 LOADS ZONE 4. 82.83 PSP -90.14 PSF 49.7 PSF -54.08 PSI ZONE 2.-161.02 PSF -96.61 PSP ZONES. �82.83 PSP -108.23 PSF 49.7 PSF -64.94 PSF ZOFO a. •270.58 PSF-162.35 PSF iii PW a WALL CAC LOADS PW . WALL CRC LOADS Fx WAWSIDINO FRENCH DOOR (DOUBLE) 605Q.F7. 5 A¢FA SD SOR. 5 AREA b O 4. Zola 86.65 PSF -9 .96 P 3 SF 1.9 PS - 63 PSP 5 9 F 5 8 O Z NE4. - 4 ]7.52 PSP 8 .83 PSF 46.51 PSF -50.9 PSF ZONES. 66 PSI -1 8. 5 S 15.95 PSF i P P S.B9 PSI' -69.57 SP O 2 S. NE ]].62 PSP •97.]] PSF 48.51 PSF -58.68 PSF STATE: STATE OF FWRIOA Dum04D, 2017 FRC 6TH li M MEOIAMOQ: 2017 FRC 6TH COON 2014 NEC 0 2011 FRC 61H EDITION IN ER", 2017 FRC 6TH MUMN THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES (HVHZ). ILE., 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 (HUDI. PLAN SPEC"S & ORAVANG PACKAGE LISTING ,^1�1,iCEIL �R�5/VA'DAe THIS DRAWING PACKAGE COMPLIES 6�a' �A11S/��R AFL �6.a7I 09SC Silk ALION PAGO( ) WIfN THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AM ADHERES COVER SHEET & NOTES 1 TO THE FOLLOWING CRIMIM: FLOOR PLAN LAYOUT 2 COMPIgSW/2ovFLOREDARES. CODE, FLOOR PLAN OPTIONS 3 4 INCLUDING 6Tx EDmON ALL I • ELECTRICAL CALLS & NOTES 4 • • ELECTRICAL LAYOUT 5 CONSTRUCTION TYPE V-B EXTERIOR ELEVATIONS 6 OCCUPANCY SFD EXTERIOR ELEVATIONS 7 TOTAL NUMBER PLUMBING NOTES & DETAILS 8 OF STORIES: 1 POTABLE WATER SYSTEM DETAILS 9 170 MPH WIND VELOCTY van (ultimate] HVAC SYSTEM LAYOUT 10 FIRE RATING OF SHEARWALL & SET-UP DETAILS 11 EX=ORWALLS 0 SHEARWALL CALCULATIONS 12 ALLOWABLE FOUNDATION LOAD DETAILS 13 FLOOR LOAD 40 PSF TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE TYPICAL CROSS-SECTION (OFF -FRAME) 15 ROOF LO AO 20 PSF This item has been digitally signed and sealed by Michael G Tomko, 0 SEISMIC LOAD P.E. On 7/23/2020 JACOBSEN Printed copies of this document are not considered signed and MANUFACTURER HOMES sealed signature must be verified on an electronic copies ta�en�d�th/e't�sij AA 1lA'�1a1(7fY�.R\ S: HIGH VELOCITY NO HURRICANE ZONE JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL PLAN No.: FLORIDA ENERGY CALC'S & HVAC CALC'S TRUSS DETAIL(S) MCP-5512 ,ISRF,A, RESERVED FOR LISTING .AWNCY ,PPROV,AL STAMPS: THESE PLANS COMPLY WITH RULE 61-G2Q-3 FOR PRODUCT APPROVAL Olt WITH REVIEW OF THE PLANS AND SPECIFICATIONS CONTAINED WITHIN THIS DRAWING STATE OF FLORIDA STATUTE 553.842 PACKAGE INDICATES COMPLIANCE WITH THE CODES REFERENCED HEREIN. CONSTRUCIION CALC'S FIGURED PER R301.2.1.1 - METHOD 2 RAISED SEAL (Olt ELECIR0INICALLY SEALED) SET OF BUILDING PLANS ARE ON FILE Pp P R 0 VFW IN THE THIRD PARTY -LISTING AGENCVS Michael OFFICE AS DIRECTED BY FLORE A DBPR- n J2 THE MANUFACTURER'S DATA SHEET G Tom ko 7 - 2 3 - 2 0 AND THE STATE (DBPR) INSIGNIA, SHALL a�"EcBNg��}'•. �: (A BE PERMANENTLY MOUNTED TO OR _ o Eze2z ';�_ 2020.07. Z W E ABOUT THE ]ELECTRICAL CO CAL PANEL (COVER). [- - -•- s7 dL: 23 08:59: -05'00' , CARTER � p�y� �OyWN46 "WC ING.-, INC.0 1627 S. MYRTLEAVE. A SECTION 553.HOI111d1, PS, SPECIFICALLY eXEMPTS STATE APPROVED MANUFACTURED IMOOULARI BUILDINGS BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN R V W BY NP R 1 iG 1 E L e le LOCAL CODE E O CING A, CLEARWATER, FL. 3375E THE iNsTHE LANESWMO HY THe BEER [EWE DEPARTMENT oP DU5BUIL L PROFESSIONAL REGULAINSPe IONSTEE IODPN ATTESTS THAT THE PLANS HAVE BEEN REVIEWED AND THE BUILDING HAS BEEN INSPECTED o A STAY@ APPROVED THIRD PARTY AGENCY AND POUND COMPLIANT WITH THE PLORIDA BUILDING CODE. E.�,��T1 ""I 584-8151 COMPLIES W/ 20 FLORIDA RES. CODE, �[nn n,c,L:n/nDT On'J1 NCLUDINOIALL 6I6 EDIT10N isa2ta 7-23-20 Ian Nr,, ___.. THIS BUU ING IS NOT A HUD BUILDING. Awroeed by "scam s. F I',A(q�,iu 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 INSIALIPD. . f APPROXIM�7E SQUARE FOOTAGE OF BUILDING: MQ'Wle�r HoildIncg Plans rr rFwi; ��� 842 SQ.FT. LIVING AREA Florida License No. SMP-42 DESIGN WIND SPEEDS: 170 MPH - Vult (Ultimate) 101110 131.7 MPH - Vasd (Allow. Stress Design) USE THE DESIGN OF Vasd • 150 MPH, EXPOSURE C, MRH . 50 FEET IN THE CONSTRUCTION MANUAL FOR THE DESIGN OF VWt 170 MPH, EXPOSURE Q MRH - 50 FEET- ilmr S PACK&GO 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 :.EN No 63802 N 10N AI-" ;{O -1 1! N Lzy t }y� a "o 3 gg • D'Z 9 F � ,r QW OIFSIH DL EWIA¢F, IN 4651E 264-0TO 1941 _ � M� X l� z 7j • DRAWN: D.w.H. CHECKED: M.T. DATE: 7/17/2020 SCALE: 5/t6e . r-o• SHUT: ®� � WEC: E.posure D DWS: 170 MPH MODEL: MOD.1843 WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS. JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCTIS) ALONG WITH THE ARCHITECT AND/OR ENGINEER OP THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERPORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. COPYRIGHT © 2020, JAC06DEN HOMES, SAFETY HARBOR FLORIDA, ALL RIGHTS RESERVED. 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERISI - INCLUDING ALL EXT. RECEPTACLES 6 LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL Be LISTED FOR SUCH USE AND SHALL BE LABELED '4VR"WWEATHER RESISTANTI. 40'-T 6' 2V-T 41/r . 41/2• r-r 41/r IT-B 1/r MOD-1843 °"""" DDLS-3 F 170 MPH - Vult (Ultimate) 1/Z• 40-U -' EXPOSURE D 2r-11/4 78-5 30-6• MRH = 30 FEET 40 3/4" 1-2 3/4 2V-r 25-101/r W-51/r MASTER MODEL 7r 4 SWITCHED OUTLEISN UPPER CABE AREA AND INLOWER 4" OVERHANGS 1 CAB AREA Xw 1/4' PREP. FOR3D1/rX601/4 - 301 X 121 4• - ANNL SS WH 241/r X601/4• - 41/r X 601/4' S 3 i sI I HANDYSO DININGtS 01 Dlw BEDROOM #2 102 AMP Tt43 vARE 75L=---_ / J R ISNOwER N UNDERFLO --- -� -- A � o O 4�, ^ \ HMDYZO% I 15 AMP1143 WIRE I 111 i O33 O AN PREP.1 / i #1 1 KITCHEN 0 \\ INBTALLc^ON-SITE aY OlHDYS. / _ LE C 0 J$ GO -FROM FLOOR TVJPH. ,R1tn BMe r OFFSET 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 l WHEN EXTERK)R DOORS ARE INSTALLED ONSRE, BY OTHERS; DOORS SHALL COMPLY WRH ALL EGRESS, ALL LIGHT 6 VEm, AND ALL WIND LOADING REQ'MENTS .� (ONZrM BY OTHERS) IS 8 � I=� 6• 11�40 5/6• I t ?I RP 413/4• WALL 241/r X 601/4• WHEN EXTERIOR DOORS i I f I LJ 1µ" u , •�7 T'& 6S'FF�M FLOOR BY DYKE DOORS SHALL COMPLY WISH ALL EGRESS. µJ,y/ /1 $j /yam 65 • Z ALL LIGXT 6 VEM, AND ALL WINO LOADING REQWENIS \ _ / \ 52 (ONSRE,BYOTHERS) N PREP. / ,FAN 1 i 71- FAN PREP.( 24• 6B \\\ / 52 2 dig ING LIVRM. ® I BEDROOM #1 161 'I._ 1 123 E6RESS S$o - 301 r X 601 4• 3D 1/r X 601/4• 301/r X 121/4• 361It X 601/4 WP Pu Au 1515 5 15 1r-31/r 15-10' 25-r• W-111/r -. 25-113/4• 24-71/r 5/8 TYP X DRYWALL EI(TERIOR e•-a' S' 15 4 741/r If -tor OFFSET I 41 41/r SOLID FUEL BURNING FTRo1 APE; WHEN INSTALLED, FIREPLAIZE SHALL COMPLY WITH 1.1E-127 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM ARBA REQ'D PROV'D R. PROV'D PASS / NAME ISO. PTJ ISQ. FT.) 150. FT.] ISO. FTJ (Sp, PTJ PAIL BEDROOM F1 123 9.84 17.59 4.92 9.27 PASS BEDROOM •2 102 me 13,36 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 BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE I YI S ARIIRJIIIR RITYCO C IIUrAGTii1IT IDF LEGEND - FLOOR PLAN SYMBOLS :14 OR(;(( 12" OR 14" RETURN AIR DROP ITYP.) I® 12" DUCT RISER LOCATION (TYPJ It t AIR HANDLER LOCATION ITYPJ SHEARWALL Ol SHEARWALL DESIGNATOR ISEE TABLEI �1 COLUMN LOCATION (SEE TABLCI ©®� 11 7/8", 14" OR 15 7/8" RIDGE BEAM 9 bbe .u.r aaO SMOKE ALARMS [WALL N CEILINGI COMB. C./SMOKE ALARMS) Y O W w a w O w w H O N O1 O LU D xg ¢ w w aw O I� ZWZ ° 1� � ¢ill ISM I11 D Q D D D n Q J a¢ ¢ ¢ a 2 0 w or• 3` .- N X > C x O X X X Q ON: n XX p y, 1C OE. ti w d�3 0 HO 0 0 ; U 0 a 0 < 2 0 d¢ x 2 a x D a x d a a x m 2e z� ' p ze m ze D US US �O OZ M y 02 w NO x V OZ x 2 2 x n P! -o 03t03 03v=3 o31e3 W. _ x p ,_ x O , Z 1. x O x 3 ZqZk=- Z D Zf Z D ZF Z •_- W 2q� Z W Fw J ° Fy- my -4 J ° Fy- fw pS14c3° Fea~¢oWqJ 111 HN D ¢ we 41wD¢°Ol gam�J W°OFl U SNU IS:2IS:MNUSOO D O D ° Cw ° U °ED 0300 o °� ¢w ni'0¢LLN 0 C,�n w w w �N 2:N LLO Z2O 0 2 Z o0 2 o 0, O O O O O 1 6 EIG JACOBSEN HOMES MCP-3512 T71-MCP-3572 © 7/22/2020 (MDTH) H l HT) (HEIGHT) (USA) (HEIGHT) 0 ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE iPPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. COWMAN 711"Ons DESIGN WIND SPEED: 170 MPH - vm, (U111-1.) ❑ NAXINUM MW H[[OHT: lOB• M[AN ROOF HEIGHT (MRNk 30 ­1DBSION RDOF LOAD: 10 MP EXPOSUR[ CATEGORY: D _ co" NUM COL TTPE gTpp BRO. BLOCK OR TRU55 PA w.CTI COM01N[D UPLIPT LOAD IPOUNpS) LOL NUM COL -pe STUD ORE. 6LOCK OR TRUSS 6PAN 'FEE" COMBIN[D ULIFT LOAD IPOUNDSI NUM TYPE NUM TYP[ ❑1 2 2 2.4 N 11.333 5210 ❑5 O O 0 N O O 2 2 2x4 N 11.333 O O 0 N 0 4 4 2X6 N 11.333 2605 O O 0 N 0 O O O O N O O O 0 N 0 O O O N O 2605 7❑ O O O N O p 13 1 2,6 N 11.333 O O O N 0 O O 0 N O 0 IsI 0 0 0 N 0 0 0 0 0 N O 0 O O N O A = 57.3 PSF OSMABWALJ. In UI 09SIGN SPWSe z o 5 70 PSF uTM�ess DTRenwlse saeclFleD; oo C 41.45 PSF Ar ene'UNo ox:°,FM.°LR eHeu,- J D 10 PSF w [SHEAR DESIGN VALUE: DESIGN SHEAR VALUE: 594 PLP 184PLP 1 OVERTURNING FORCE: O OVBRTURNING FORCE: 3543 LBS 1480 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 653 PLF 0 PLP 2 OVERTURNING FORCE: 6 OVERTURNING FORCE: 5873 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 421 PLF 0 PLF 3 OVERTURNING FORCE: 7 OVERTURNING FORCE: 3]65 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 167 PLP O PLF 4 OVERTURNING FORCE: 8 OVERTURNING FORCE: f506 LBS O LBS WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS WINDOW SIZE ,A, x L AREA (SQ. FTJ LIGHT PROVIOEO ISO. FTJ VENT PROVIDED ISO. FTJ 1e x 66 15.872 7.789 0 18 x 38 9AG4 7.7a9 0 18 • 40 9.643 2.12 1.08 18 x 60 14.435 5.41 1.74 18 x 66 15.872 3.82 1.74 24 x M 2.935 7.789 0 24 x 40 9.643 4.1 2.19 24 x 64 12.997 O O 24 x 60 14.435 6.68 3.56 30 x 18 4.372 3.031 0 30 x 27 6.529 3.9 1.73 14 50 x 40 9.643 5.44 2A5 30 x 60 IC435 8.84 4.64 !!S ]O x 64 15.393 9.52 5 Nr 54 x 34 8.206 7.789 O 36 x 1B 1 4.572 1 7.789 0 55 x 40 9.643 6.71 3.4 36 x 60 14.435 10.91 5.7 3B x B 4.914 7.789 0 72 x 1J B.SM 1].491 O DOOR SCHEDULE DOOR SIZE W x L AREA ISO. FT.1 LIGHT PROVIDED ISO, PTJ VENT PROVIDED ISO. FT.) 5B - 111 21.659 O 0 38 x 82 21X39 4,7591 0 3B x 82 21.639 5.7 O 72 x 80 40 32.54 16.06 108 x BD 57.162 48.81 24.09 "3 ¢ i uD. I .o O o ND u 6.2 D 3 o O u 4 iQE o x o H m � IN ua IN I j W € O N i � o O a 4 O o zoo a w aav 2 y H ��ryry ���� yy 3��a��z�� ��11��11I����.. ICFY 01 PF,M11T1 NVS1i : 1. SOME ITEMS SHOWN MAY BE OPTIONAL 2. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS AND 15 SUBJECT TO ALL STATE AND LOCAL CODES AND INSPECTIONS. 3. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND RED'D FOUNDATION ARE ON -SITE, BY OTHERS. S. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, 6 RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS 6 INSTALLED ON -SITE, BY OTHERS. 8. SEE FLORIDA ENERGY CALCS FOR MIN. HVAC SPECS. •®�9. ANY PORCH SOFPIT 1S INSTALLED OWSRE, BY OTHERS. 10. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RC -APPROVAL OF THESE PLANS [MAY BE "FLIPPED" SIDE TO SIDE AND/OR END TO END - OR BOTHk ®<WU. 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. THIS PLAN MAY BE CONSTRUCTED AS EITHER AN ON - FRAME OR AN OFF -FRAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE PLR. SYSTEM (JOIST SIZE51 CHANGES - SEE COSTR. PKG. 14. SEE NOTES 4 6 5 ISITE PREPJFOUNDATIONI ON COVER. Ely No '3802 *A sue_ •E ORI1V Alit C 4707 OiFSRR Da U*", W 46616 ('J74) 264070 i[al REVISIONS 1r1r I PAU AREA RESERVED FOR LISTING AGENCY APPROVAL S'(AMpST DRAWN: D.w H. PPPROVep BARD 01. 5FD �"."o 011EI GD" M.T. I7o P. DAMS• J 7/22/2020 7-23-20 ? No V) FEeT BmrAr74Na iAl� JAG069[N 1- �ILINRBAa1® Q A11a1o1R1 SO PBF SiIkRIt PSP MCP-3511 Ou M«.ault evu••EOncuaT lo¢xrt.•aTA THEIR! DETAOJ AND P A ARE CONJrDBM1Al AND FROPIDLTART IMTEI6AIJ. THE CONTISITS OF T1M DRAMN0 P-MSE ORRAIN COMIDEN1fAL ANOAIR I-ELE4FO ➢P "(ISM ANY UIRmNDR® rQ COPTDI% ODNiOMR F OR OYT®OTkON OF TIC• PKtA44% q ANY W M WMBR• WIRADm TNp®1, = •TIOCRT FR010RCD •T .IK'06601 XOIH AIO MY BE W.IINTIR. T WTCR AIS PROVIDED TO THE RECIPIENT FOR BPGCPIC PURPORLS ONLY AID SSN" NOT BE RCASIM , COI®, M OGGW&SE Rt7R0010ED AND/ON DLTRDUIt9 TO OINERA PON ANY FIAPOIE WRHWr GPREM WDTTCH AURDR17ATMN PROM .NCOBODI INONFa THUS DRAWDM IACKMC AND ALL ITS L'ONTWM ARE M EXISU IIVE PROPERTY OP JACOMM N1OICe, ALL RIIIIiR RESERVED. CO►RODIT "" COPYRIGHT © 2020, JACOBSEN HOME(, GAPGTY HARBOR FLORIDA ALL RIGHTS REOERVED. 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERISI - 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 "WIT' [WEATHER RESISTANTI. TRUSS HGA10 ()IZX26 GA STRAP 5) 0.131X7 1 !2' NAILS FA SIDE 2XO TOP PLATE BEDROOM #1 123 (4)}' SDS SCREWS EACH SIDE (2-MIN TO TRUSSBC) TRUSS STRAPING DETAIL FDR CLIP SOLID FUEL BURNING FIRELACOe WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-1Z7 LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA REDID PROV'D REO'D PROV'O PASS / NAME ISO. FT.I ISO. PT.) ISO. FT) ISO. FT.I ISO. FT.I PAIL ... x M F: 12:7 tl.tl4 17.n9 4.92 9.27 PASS BEDROOM S2 102 8.16 13.36 4.08 7.12 PASS LIVING ROOM 161 12AS 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 INDUCE LOAO5 AND/OR OTHER FORCES ONTO THIS RURRINIM( TR1117TURF_ LEGEND - FLOOR PLAN SYMBOLS (D OR :I( 12" OR 14" RETURN AIR DROP ITYP.) 1T 12^ DUCT RISER LOCATION ITYRI 1 1 AIR HANDLER LOCATION (TYRI SHEARWALL Oi SHEARWALL DESIGNATOR [SEE TABLE) ❑1 COLUMN LOCATION [SEE TABLE) ©©® 11 7/8':, 14^ OR 15 7/8" RIDGE BEAM B way P-0 SMOKE ALARMS (WALL a CEILING) COMB. Co/SMOKE ALARMS) RSSgb i COLUMN SUPPORTS DESIGN WIND 9PEED: 170 MPH - Vul, ND;,m1.1 ❑ MAXIMUM MW HEIGHT: f09' MEAN ROOF HEIGHT WRHI: 30 PEET DBS[GN ROOF LOAF. 20 PSF GXPOSURE CATEGORY: D COL NUM COL TYPE 9.. BRIO. BLOCK OR TRUSS PAN (P n COMBINED UPLIFT LOAD FOVND91 LOL NUM COL TYPO 9TUD BRIO. BL00CK R TRV99 SPAN (PEETI ....INED UPLIFT L040 IPOUND91 NUM TYPE NUM TYPE ❑1 2 1 2 2x4 N 11.533 5210 E 0 O O N 0 O 2 1 2 1 2.1, N 11.333 O 0 0 N O ❑2 4 4 2X6 N 11.333 2605 ❑6 0 O O 0 O 0 0 N 0 0 O +0. O ❑3 0 O O N O 2605 ❑7 O O O N O O 13 1 2x6 N 11.333 O 0 O ry 0 O O O N O 0 ❑8 O 0 O ry 0 0 O 0 0 N O 0 O 0 N 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 A = 57.3 PSF OsHFARWALL N N [DESIGN OEC'S: O'D B = 10 PSF mLess eRwlse sPeclrleo; QO C 41.45 PSF r°enc R . - ALL sei,an'n- D = 10 PSF WALL 6eGMENT9. DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O394 PLP 164 PLP OVERTURNING FORCE: O OVERTURNING FORCE: 3543 LBS 1460 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O653 PLP O PLP OVERTURNING FORGE: O OVERTURNING FORCE: 5875 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 3 421 PLF 0 PLP OVERTURNING FORCE: O OVERTURNING PORCE: 3785 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O167 PLF O PLP OVERTURNING FORCE: O OVERTURNING FORCE: 1506 LBS 0 LBS VA WINDOW SCHEDULE STOM WINDOWS - THERMAL PANE - LOW E WINDOW WINDOW AREA LIGHT VENT SIZE ISO. A PROVIDED PROVIDED ISO. PT.I ISO. FTJ DOOR SCHEDULE DOOR AREA LIGHT VENT SIZE 190. FT.I PROVIDED PROVIDED z 190. FT.) ISO. FTJ aE 5� _CLL'OD Duo N• u¢ ®o z ion U D Z �•O 2 LL m� 0 u<� �g 3 0 < �zm <_ <o =<M <<v =a� 3 Mai MOOR PLAN MCMS: 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 REO'D FOUNDATION ARE ON -SITE, BY OTHERS. S. FOUNDATION VENTILATION 15 ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, a RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS M INSTALLED ON -SITE, BY OTHERS. 8. SEE FLORIDA ENERGY CALCS FOR MIN. HVAC SPECS. ®� 9. ANY PORCH SOFFIT IS INSTALLED ON -SITE, BY OTHERS. 10. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS IMAY BE FLIPPED' SIDE TO SIDE AND/OR END TO END - OR BOTHI. ®�11, DIMENSIONS SHOWN ARE ACTUAL FLOOR SIZPi EXT. SHEATHING, SIDING, ETC-. ARE NOT INCLUDED. 12 HITCH MAY BE LOCATED AT EITHER END OF 6 ILOING WITHOUT ANY RE -APPROVAL OF THESE PLANS. 3. THIS PLAN MAY CONSTRUCTED AS EITHER AN ON - FRAME OR AN OFF-MAME BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. NOTE THAT THE FUR \^, SYSTEM (JOIST SIZESI CHANGES - SEE COSTR. PKG. 14. SEE NOTES 4 M 5 [SITE PREPJFOUNDATIONI ON COVER. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPROVep 4m,MENSFDwox.MPX. a 170 MPH � L7 anotu t 7-23-20 ? NO HOMES p � MCP-35t1 a 1.A cuc.L�ncee�wn ra Wnm: COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION ENS��:; 7i nF NO 63802 • ;*�„ e s S3 . nav �ip� UNAX ; -t ® c a Z a l_e O li f� g 470S OIESDR 01 PJAXARi, a 4as1a WN 264O7N • to z 0 0 0 REVISIONS 0 BY DATE A DRAWN: D.W.H. CHECKED: M.T. DATE: 7/22/2020 SCARE: 5/10R • IW- SHEET: 3 OF 15 WEC: E.penurD D DNS: 170 MPH MODEL: MOD-1843 TCSE DCTAOJI MO RAl• ARE CONFDCRIAL AIO PROfRICTART M6TCTYIS. TC COMIOITS OF TOS OMM IACRNE CMIYAM CMlOC/TAL MOM M-COCU OSSUOIATML ANT UHMTIDI® PF COITD/A MMMO26 OR WITI®ORW OF TN /A=A•G, OR M OF TIC cowre TO CMTAON TNpR01. 4 STRICTLY /R011D)ft® my 4M 0/p1 Hwes MD WY w ULMWl1L THESE 1MTmI YS PROVIDED TO THE RECWMWr FOR We== NSIMSN ONLY AND MALL NOT W OGWO06 COP®, OR MISM IN! PlPROM1LT0 AWM DUTAIBYIm TO M M FOR ART MWOM WITHOUT COISSS WRTSH AWHORRATMI FROM "COMM HOME!. THIS DRA O PACKASC AND ALL ITS 001RCITS APO: THE C(CLIISM PROPERTY Or JAOOBam HMPJI. ALL [UNITS RNERVE0. 0wM"M =0 COPYRIGHT © 2D20, JACOISM HOME% 9APETT HAR60R, PLOIUDA, ALL RIGHTS RESERVED, CU®N° BUILDING SIZE: 842 Sq. Ft. 1. MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM ISq. Ff. x 3 VA / 120 VOLTS / 15 AMPERES = MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REQ'DI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: 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 = 4600 VA LAUNDRY LOAD: 1 x 1,600.00 VA 1500 VA TOTAL VOLT-AMPERES: 6000 VA 4. NAMEPLATE RATING OF ALL FIXED APPLIANCES IIN VOLT-AMPERESI: CLOTHES DRYER: • 5800 VA RANGE: 9600 VA COOK TOP: 0 VA WALL OVEN: = 0 VA MICROWAVE OVEN: = 2400 VA DISHWASHER: = 1380 VA GARBAGE DISPOSAL: = 1080 VA WATER HEATER: • 4760 VA OTHER: 0 VA OTHER: = 0 VA OTHER: 0 VA OTHER: 0 VA TOTAL VOLT-AMPERES: 25010 VA 5. NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS IIN AMPERES): RANGE HOODI51: 1 x 1.1 AMPERES 1.1 AMPERES EXHAUST FANISI: 2 x 0.7 AMPERES = 1.4 AMPERES CEILING FAN15): 3 x 1 AMPERES = 3 AMPERES FURNACE BLOWER (GAS / DILI: O x 8 AMPERES 0 AMPERES TOTAL AMPERES: • 6.5 AMPERES MULTIPLY x 120.00 VOLTS TOTAL VOLT-AMPERES: • 660 VA B. TOTAL HEATING AND AIR-CONDITIONING LOAD: [USE THE LARGEST OF THE FOLLOWING SIX SELECTIONS - IAI THRU (F1 - IN VOLT-AMPERES): A. 100% OF THE NAMEPLATE RATINGISI OF THE AIR-CONDITIONING AND / OR COOLING (VOLT-AMPERESI: 1 x 14400 x 100X = 14400 VA LARGEST B. 100% OF THE NAMEPLATE RATINGISI OF THE HEATING WHEN A HEAT PUMP 15 USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING [VOLT-AMPERESI: 1 x 12000 x 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 ANT OTHER SECTION IN 120.91(CI 0 x 0 x 100% - 0 VA D. 100% OF THE NAMEPLATE RATINGISI OF THE HEAT PUMP COMPRESSOR AND 65% OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP HEAT PUMP COMPRESSOR IS PREVENTED FROM 0 x 0 x1009 = 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL HEAT, IT DOES NOT NEED SUPPLEMENTAL ELECTRIC HEATING SYSTEM TO BE ADDED TO THE SUPPLEMENTARY 0 x 0 x 100% = 0 VA HEAT FOR THE TOTAL CENTRAL SPACE HEATING LOAD (VOLT-AMPERES} TOTAL LOAD I6Dk 0 VA E. 65X OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED UNITS IVOLT-AMPERESI: 0 0 x 65% = 0 VA F. 40% OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF POUR OR MORE SEPARATELY CONTROLLED UNITS (VOLT-AMPERESI: 0 x 0 x 40X = 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED IN 2 THRU 5 ABOVEI: TOTAL GENERAL LIGHTING / USE CIRCUITS (2): 2526 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3): 6000 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCES141: 25010 VA TOTAL NAMEPLATE RATING OF MOTOR 8 L-P-F LOADS 151: 660 VA TOTAL VOLT-AMPERES (COMBINED TOTALS 2.5 ABOVE(: 34196 VA 8. TOTAL COMBINED LOAD (FROM 7 ABOVE): = 34196 VA FIRST 10KVA AT 100X: - 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: 24196 VA 9. FIRST 10KVA AT 100X; = 10000 VA IFROM 8 ABOVE) 24196 VA - REMAINDER AT 40X: 9678.4 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: 19678.4 VA 10. TOTAL COMBINED LOAD IFROM 9 ABOVE(: 19678.4 VA TOTAL HEATING AND AC LOADS (61 - LARGEST OF (Al THRU (FI: 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 G� C � f� NON& Printed copies of this document are not considered signed and f ��� �+.�1,�.t sealed and the signature must be verified on any electronic col 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 (FIXTURE)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 6 GROUNDED IN A COMPLETELY ENCLOSED LAMP, ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). CODE (NECI 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 (FIXTURES) INSTALLED ON THE LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE. HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED POINT OF A STORAGE SPACE. CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) WITH A COMPLETELY ENCLOSED OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, THERE 15 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 IFIXTURES) 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 15 A MINIMUM CLEARANCE 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN OF 6 INCHES BETWEEN THE LUMINAIRE IFIXTURE) AND THE NEAREST POINT OF A ACCORDANCE WITH THAT LISTING. STORAGE SPACE. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 2S. 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 IFIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING - WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED /INSPECTED AT THE FACTORY, AND 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 IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL STALL. LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP AUTHORITY HAVING JURISDICTION. LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 27• THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 110-9 OF THE NATIONAL ELECTRICAL CODE (NECI. BY A CERTIFIED ELECTRICAL CONTRACTOR (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED (ON -SITE, BY OTHERS). ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE 11. ALL 120-VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, BEDROOMS, LPANG ROOMS, DENS, FAMILY ROOMS, CLOSETS, HALLS, DINING ROOMS, KITCHEN8, LAUNDRY ROOMS, 6 OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) SIMILAR AREAS SHALL BE PROTECTED BY AN ARC-PAULT 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 75X 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 NHUSH'I BUTTON. SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON 200 AMP MAIN PANEL THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL =..P THE HVAC IS SIZED AND INSTALLED ON -SITE, BY A QUALIFIED, STATE CERTIPIeD, COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL OD (NEC] ELECTRICAL CONTRACTOR - INSPECTED BY LOCAL JURISDICTION, 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 111 20 AMPERE (12-21 CIRCUIT. 120/240 VOLT IMPORTANT: READ AND UNDERSTAND ALL NOTES ON THIS SHEET AND SHEET 4 OF tS 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH SINGLE PHASE 60 HERTZ wSMJ MINIMUM SERVICE PANEL MAIN BREAKER CAPACITY: I.I.B. AMPRERES Sl"ll PANEL, MAIN BREAKER 112E: 111 AMPReR11 GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED wlm �I /v IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED OPTIONAL: !6 IAWGI COPPER Lntm WITH A WEATHER PROOF (WPI ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED I OR 2 ADDITIONAL 1" CONDUIT DROPS GROUND [MINIMUM) INSTALLED PER NATIONAL ELECTRICAL NATIONAL ELECTRICAL CODE WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET, MAY BE ORDERED GROUND WIRE IS OWSITE, BY OTHERS. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. AND INSTALLED FOR FUTURE USE. REFER TO NOTES 1, 15, a 16 ON SHEET lAeoll� 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE 2 INCH DIAMETER RIG1D METAL OR RIGIDOP LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN NON-METALLIC CONDUIT 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS 200 AW LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT ORE THM N FhF4R1lR l[lt RM.6714ML'R A 5 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. THE SERVICE PANEL MAIN BREAKER SIZE MAY BE INCREASED FROM THAT SHOWN HERE. IF 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS THE BREAKER SIZE IS INCReASED, THE WIRE SIZES (GROUNDING AND ENTRANCe WIRES) 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 SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE THE TIME. THIS IS ON -SITE, BY OTHERS AND IS SUBJECT TO INSPECTION AND APPROVAL BY THELOCAL 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. L» CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT as No 63802 gA OOB OIE61@ DL BK"IG, IN 4aSla ( ) Za44 W C4 1� REVISIONS 0' BY DATE A AREA RESERVED FOR LISTING AGENCY APPROVAL STANDS: pR^VM` I D.W.H. PPPROV)�co' ��' M.T. • 0o MP DATE: 7/22/2020 7-23-No SCAM Bne• . P-OB In o FEET�JACOBBEN PSF w MCP-BS11 0A _ MNE ORAD1 AND I{A1� ARE CalIDEMRAL AND FROIRSTAIR WTm.W. THB carton Or TI0 OMWpO ►AGING CaRAa COMIDBRIAL AID/OR IIOYDL'Rt9 DIOIWATfOII ANY IRIAIIrt101�D tNB CORDII, DBnaMR DR D»TID•Imal a• T70 IACKYe, Olt ANY of M COMroiIM c01fd0® nc®� P MnOCTLT I110Mmifm �T .wLMd xow Aw WY BG uuwFlL T/eIe wTCOAu Nc CQPYNIOHT © 2020, JACOBSEN HOME, DAFETY NARBOR, FLORIDA. ALL RIGHTS REWMED. PRMM TO THE RBMPZNT FOR BPECALO FW WES ONLY AND SHALL NOT BB SLAMMED, W/O9, OR OINOI " REPRODUCED NOAIt DISTROMMED TO OTHW FOR ANY IW WB WRNOOF WREN WIOTTCI AtTNIRIIATION PROM JACOBI S xoNty. TiN DRAWDNI ►ACKMO AND ALL RR CFtfOM ARE THE =tLUB1VE AO►BRT OF JAWDIOI N� ALL kl N RESEW= W►YRIMIT =0 ELECTRICAL SYMBOLS LEGEND svnrcHes U W U $ S3 i0 VCAL L 2440 TYPICAL 120 VOLT LT TTPIGL }WqY JUNCTION BOXED CO.E.-I s-DO _469MONE AIARN LAR.MONORN EDGE UNOFR MIDDLE OF ROOF OF PLOD, NAR11.5 .1iERCOHI[LTM FOR SIMILTANEOUs AGIWATION _ FLWRCSCCNT LIGHT CEILING FAN CRECESSED SURFA�NT �pqN PREP EXTERIOR INTERON 1NCANDESGENT LIGHTS IT LDW' ITHER RESNTANT - PGDMIREDI o/ .hh sT PO5ITNNE. NCC� D G. W . NTED 1-. 111 L LEAN BE USED eLecrn(ca. PANEL THERMOSTAT cuWlr 1 E IV IV EXIT SIGN PREP. EMERGENCY LIGHT PREP. TYPICALLY REWIRE. IN COMMERCIAL .11OATNNS ONLY PANT T COMBO. e1 EX RAN - LIGHT 0B I. IRO . 3 SMTTGES Da. c0 Fl 1 S,�CU 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES 6 LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 11WR'I (WEATHER RESISTANT(. 3. TAMPER RESISTANT RECEIPTS REQUIRED 23 TO BE LOCATED BY LICENSED HVACIELECF 2ICAL CONTRACTOR ITHIS IS ON -SITE, BY OTHERS]- �LOOIO SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONISI: 1, IN EACH SLEEPING ROOM, 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDAI SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL. 2. � MIL -T, RDIIRE PIWA IR• AND 2 A1fCQ MAVEN COC1IIfIi o1UPPL M 01R1i1, N AW �mRO01S L1VOR FAMLLT ODDER R *ND.AA A1RJJ R11AN. MOMW OBiW ROOtAA DLBREA 1UI2•P, R001q, BE PROILCIED By AM AIWFAU,T QG4117 COI�OMIIDII TYPE ONTALLED TO IItNDe OITDIMIR PROTECTION OF T!! MMIDI COIDIIT. 3. ALL SMOKE ALARMS SHALL Be INTERCONNeCTCD SO THAT THE ACTIVATION OR 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 TIN ACCORDANCE WITH THEIR LISTINGS). S. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). ELECTRICAL CIRCUIT SCHEDULE XOY[NCUTURG BRSCAR[R W{RG NOMGNCLARNRG BREAKER WIRE HOMGNCUTURG ICIRcnIT OC.CRIPTION IZG CIRCUIT R ICIRCUR D[SL IPTIONI IZE SIZE CIRCUIT / (LIftCUR DGSCRIPTIOM (AMPMC51 ILDI IAMPEN51 LUI SMALL APPLIANCE - ARC FAULT P/GFCI - 1 12-2 IIGENERAL PURPOSE - ARC FAULT AP • IS 14-3 31 RESERVED - CIRCUIT NOT USED SMALL APPLIANCE - ARC FAULT P/GFCI - 1 13-2 11 GENERAL PURPOSE - ARC FAULT AP - IS 14-2 22 RESERVED - CIRCUIT NOT USED OPT. MICROWAVE - ARC FAULT AP/GPCI-20 12-2 B EXT. RECGPTS I-OU GFCI -20 11-2 23 HVAC IH.ATING/ACI - BY OTHERS SMALL APPLIANCE - ARC FAULT GFCI - BATH RECEPTS IGPCD GFCI 20 12-2 SMOKE ALARMS UNTERLONNECTED/API GENERAL PURPOSE - ARC FAULTAl - IS 1- 11 WATER HEATER 2P•2. 12"1 21 J-BOX - 15 AMP[RC GENERAL PURPOSE - ARC FAULT AP 11 14-2 IS ELECTRIC RANG. 2P-40 1 10 NtSCRVGD - CIRCUIT NOT USED GENERAL PURPOSE - ARC FAULT M - IS 14-1 OPT. WSHWASHER - 4 FAULT/GPLI AP/GPLI.1$ 14-y yT RESERVED - CIRCUIT NOT USED GENERAL PURPOSE - ARC FAULT AR - IS 14-1 T. GARBAGE DISPOSAL - ARC PAUL F /GPLI- 1 14-2 y0 RESERVED - CIRCUIT NOT USED GENERAL PURPOSE - ARC FAULT AP - 15 14-2 1B I LAUNDRY (WASHER)- ARC PAULT P/GPCI - Ud 12-2 1 CIRCUIT NOT USED SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL. SWITCHED OUTLETS IN UPPER CASE AREA AND IN LOWER CAB AREA WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. FFJcMM RIows: 6. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OR A SINK OR BASIN SHALL Be EQUIPPED WITH GPCI PROTECTION FOR PERSONNeL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GPCI PROTECTION POR PERSONNEL. 8. ALL RECEPTACLE OUTLETS I ST N ALLCD ON THE EXTERIOR OF THE BUILDING SMALL Be EQUIPPED WITH A WCATHeR PROOF (WPI ENCLOSURE )COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED PROM THE RECEPTACLE OUTLET. 9. GFCI PROTECTION MAY BC PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 30 INCHES 13 PEETI OR THE OUTSIDE EDGE OR EACH BASIN. THE RECEPTACLE OUTLET SHALL Be LOCATED ON A WALL OR PARTITION THAT IS ADJACCNT TO THE BASIN OR THC BASIN COUNTERTOP. 11. DISHWASHCR AND GARBAGE DISPOSAL MAY Be INSTALLED ON ONE III 20 AMPERE (12-2) CIRCUIT. 12. PAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 4i3O THE RIVAL IS SIZED AND INSTALLED 1N-91e, BY A QUALIFIED, STATE CERTIFIED, ELECTRICAL CONTRACTOR - INSPECTED BY LOCAL JURISDICTION "� fAx6 Lm, IMPORTANT: READ AND UNDERSTAND ALL NOTES ON THIS SHEer AND SHEET 3 OF IB MINIMUM SERVICE PANEL MAIN BREAKER CAPACITY: WAS AMPRERES V SERVICE PANEL MAW BREAKER SIZE 200 AMPRERE9 w xEM2 1®� 100�NV1 OHNI OR iovaCU� INBIALLED A. THE SERVICE PANEL MAIN BREAKER SIZE MAY ,ONRAT IMF F0 TBR11 SSS _may 8 INCREASED FROM THAT SHOWN HERE. 3P 14150 BEG)N.4. IaTA wl aiNERe. QT THE BREAKER SIZE IS INCREASED, THe WIRE Q SIZES IONOUNDING AND ENTRANCE WIRES) SHALL DC INCREASED TO THE CORREC ;SIZE BASED wcx GIT- 1 ON THe CURRENT NEC THAT 1S N EFFECT AT HE TIME. THIS 19 ON -SITE BY OTHERS AND v0 NwWALL vvOeiN PER NO IN s'N VI 1ISj{ SUBJECT TO INSPECTION SAND APPROVAL B G 1®� E RY HAYING JUR{SDILTIONY 200 AMP ELECTRICAL RISER DIAGRAM TOTAL NUMBER OF CIRCUITS USED = 23 TOTAL NUMBER OF STD. BREAKER SLOTS USED = 27 (NOT INCLUDING DUAL OR PIGGY BACK BREAKERSI 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 REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 1. FOR A DNB -FAMILY DNRLLINO AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT OR L.V.L, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN LOOIO 6 112 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. IP THIS UNIT IS TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR K OUTLETS IAT GRADE LEVEL] SHALL BE INSTALLED ON -SITE, BY OTHERS. a REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTCRIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERTS) - INCLUDING ALL EXT. RECEPTACLES 6 LIGHT FIXTURES. .�- LOORI 2. ALL RECEPTACLES INSTALLED ON THE CXTCRIOR OF THE DWCLLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WEIR (WEATHER RESISTANT). HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OR THE HVAC EQUIPMENT [UNIT). THIS REQUIRED RECEPTACLE SHALL Be INSTALLED ON-SITC, BY OTHERS [BY A CERTIFIED LOOK] ELECTRICAL CONTRACTORI. 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF- POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARC ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRCO DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR COILING MOUNTED 3. CERTIFIEO CLECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS NN ACCORDANCE WITH THEIR LISTINGS). AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED 4'• THE HVAC UNIT S REO'D. ELEC, IS SUPPLICD B INSTALLCD ON -SITE, BY OTHERS. THE SIZING GARAGE REQUIRES THE INSTALLATION OP AN OPERATIONAL CARBON MONOXIDE ALARM AND INSTALLA INSTALLATION OF THE MAIN DRU KeR FOR THE HVAC SYSTeM, AS WELL AS ANY REQUIRED WITHIN 10 FEET OF ANT ROOM USED FOR SLEEPING PURPOSES IBY OTHERS). EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICENSED, ELECTRICAL CONTRACTOR AND IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER SIZING AND INSTALLATION DF THE ENTIRE BUILDING BCPORC ANY POWER IS SUPPLIED TO THE MAIN LOOK) ELECTRICAL PANEL OR ANY PORTION OF THE BUILDING. 13. CEILING PANS SHALL BE INSTALLED SO THAT THE BOTTOM OR THE BLADES TO THE FINISHED FLOOR LEVEL WILL Be SO INCHES MINIMUM. CEILING FANS HAVE BEEN INCLUDED IN THE ELEC. LOAD CALLS IN EVERY ROOM, THEREFORE THEY CAN BE INSTALLED WITHOUT ANY PLAN REAPPROVAL 14. SWITCHES, RECePTACLeS, AND / OR OTHER PIXTURCS MAY Be RELOCATED PROM THe AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAI. CTR1 A -OD IN 1. 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 NJUMPERi SH ALL ALSO BE INSTALLED BETWEEN ALL CHASSIS SeCTIONS FOR THE ENTIRe UNIT OR UNITS CONNeCTeD. ALL REQUIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED ILICENSEDI ELECTRICAL CONTRACTOR ION -SITE, BY OTHERSI AND ARC SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SeRVICe PANCL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 14 WIRE SYSTEMI PROM THe FACTORY. IT IS THE RESPONSIBILTY OR THE LICENSED CLECTRICAL 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 STAMPS: PPPROVep �•R i)o M mani w2MM P` v y wr D wll0iv, 0 7-23-20 NO Z W 10 FEET xwmugiwA JACOBSEN -� H- 40 par AtU,urAnN� Homes Q �y �u 20 PER MCP-3512 eea4R I1 IMRDI�mI X la t Fe F 5 R TD O4R7 R S P E 1. BEX. -1 Ll� COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 611, EDITION oo INo 63802 As I >* 410] DHSIER OIL ELIGIM,IN ABB16 (aa sB..m.B 0 DRAWN: D.W.H. CHECKED: M.T. DATE: 7/2211020 SCALE: ane^ . 1L0• SHEET: 5OFis WEC: EXPGBUr D DWS: 170 MPH MODEL: MOD-1845 THefe MAL* AID P AEC CONFU eMRAL AID wTED,W- TRe COMIIIi OF T10 DRA rAOtA! CONTAIR DIBAIATIBN AIR (NWDDRDC!O UM Cp(DID, eppplR OR DpTRDU2EOR OF TIm PAWR, OR ANY OF TW C9IROIIf DORfADDD TIH!®G IS GTMMY 1R01IMMB SY i1CgAp1 HOMES NO MY Be U{AWT Title "7CRIAIl1 4R COPYRIGHT © 202% JA006812N HOMe% GAIMETY HARBOR MAIUD/N ALL RICH" M111MIIED. PROVIDED TO THE RGCVSMT FOR SICOPIC FlRIFORG ONLY AND RHALL NOT Be GCA "A GOPRO, ON OTNGWUe REPR000RD ANDIOR O NTRW11CO TO OTHDU FOR ANT PUIPM WTEHOUT C PRM WRITTEN ADIIDR=T10N FROM JADOBRQI HOYeP, THI P DMWDM ►ACCAGB AID ALL TTG GOHTCITR ARC We CXCU*1Ve PRGPCRTY OF JACOOGeN NOR\ ALL IOGHY10 RGIMMO. CDPYRIGHT ROOD 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. p1,G�e P`�O�p0�2 7 MP NOPgY\ GW 1®N 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 FOUNDATION VMTUTM 1 W�ELMdN'IVOIES" ., 07fIERS. M3,ECT TO LOCAL CODES SEE CROSS-SECTION FOR AND d1RISDICIION L013K1 ROOF 4ENIILATION Loofa 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, SL 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. AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. ■ ❑ ®MOS 2. AND INSPECTIONS. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE VENTS. EITHER OF THESE METHODS MAY BE USED SEPARATELY OR IN COMBINATION. 9. ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL 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 REO'D VARY FROM 10" TO 6" NOMINAL SIZES. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY FOUNDATION ARE ON -SITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. ❑„❑ 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. ❑ y� 600 PACKAM COURT, t1r��� SAFE>t1f RgRh��giiRi FI.a .34b9JT 6. 7. AC AND HEATING UNITS ARE INSTALLED ON -SITE, BY OTHERS AND MAY BE RELOCATED FROM SHOWN. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS 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 ENDI. 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 TO INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. ❑ ❑ ❑ TO APPROVAL. OTHERS. RE-APPROVAL PLANS. lAND//OR 727-726-1138 OTHERS, JACOBSEN HOMESFOUNDATION THIRDVENTILATION WHENCONTRACTOR, IGNEDNG NEER OF ON PLLANS ARE DESAPPROVAL AGENCY(S1ALONG WITH THE ARCHI ECT BUILDINGPLANS 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: �• o NPH �.,a.H o 7-23-2� ? �' NO z N FEET xavu.mm Z W JACO — _ ru.�u.Vw HoME 10 P5P MCP-5512 yyp4 �4 nu�,•o OgRTER II' P COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6th EDITION y`GENS;�••� No 63802 iil` IUNAL ® Z i1 1 3$ �+L 9 11 o CHUM OIL rwua, ON 4 16 Ia+t 2".WM •Q F 0 �i 0 1 REVISIONS /^\ I BY I DATE 0' PRAWN: D.W.H. CHECI®: M.T. DATE: 7/T7/2020 SCALE: 5n6. , V-0. S : HEEL 6 OF 15 WIC: Exp..— D DWS: 170 MPH MOOM MOD-1843 MN: OETA0J1 AlD rtM� ARE LstlIDomAt IUD rRO,RCTARY wTEIUMA YN¢ coNTefIS ar T10 DRAttn1r rAQAR' CaRAp Caa mlNrfA:. InolpR rlavaerN OrCID1ATINL AM IIIWNTNpI�D 1� . DDriIDM D�OLOM,R w Dan®Imax or T10 rACRA•C at ANT a• ne CONIBIa coM/AD® iNC11.9� a an¢Cnr rmmnm Br JI,Lm•d Naw No wT ee uuMu. T1ere wmwul IutG GOPYRIGHT Q 2020, JACODGEN HOME, 0ArCTT HARDOR FLORIDA. ALL MOMS REDERVED. PROVIDED TO THE RECD2M rOR N+ECATC rU POrd ONLY AND NULL HOT BE •CAUMM GOr M ON a"MtWIrE PU"ODYCW AND/OR DISTRIBUTED TO OTHERS ►OR ANY rLNWM \Yn1NOUr OVISM WIOTId AUTHORISATION PR JACOBSEN HON T DRAYAW rACKArE AND ALL m GONrOM ARM THE EKGM= ►ROr " M JAGOMEN Hair. ALL RlN RrERVED. CO *W =0 OTHER APPROVED, LISTED TRUSSES MAY BB SUBSTITUTED IF MAXIMUM ROOF ANGLE IS NOT BXCECDt:D. ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THB MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED ABOVE. DESIGN �pOY PNGVE PL`O.NpOVC 15 MPT VPµY\ w"11p11M OF SLOE IRo N"®N FMAEON VMILAIION =IRTIM Nb'IES. "' OTHERS SUB ECT TO FOCAL CODES SEE CROSS-SEC11ON FOR AND 1N MICION. ROOF B ILAEON 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 �j �aaw Wo� NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS �w OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. COSSON 1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL, FIF�RRAND I IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. ■ ❑ ®MES 2. AND INSPECTIONS. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE VENTS. EITHER OF THESE METHODS MAY BE USED SEPARATELY OR IN COMBINATION. 9. ROOF OVERHANG (SAVE) SIZES MAY VARY. TYPICAL 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL 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. 4. 5. WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D FOUNDATION ARE ON -SITE, BY OTHERS. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. VARY FROM 10" TO 6" NOMINAL SIZES. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY VARY FROM THESE ELEVATIONS SHOWN. 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. 18. ENGINEERING FOR SITE ITEMS, BY OTHERS. ETIERS/��ri ti b0O �e��y�� ��' C.�IJR� �KAR� i MiARBflR, FL 34b95 6. 7. AC AND HEATING UNITS ARE INSTALLED ON -SITE, BY OTHERS AND MAY BE RELOCATED FROM SHOWN. ELEVATION R TYPICAL ONLY. ON -SITE PORTIONS OF EXTERIOR MAY BE CHANGED BY THE BUILDING 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS (MAY BE "FLIPPED" SIDE TO SIDE AND/OR END TO END). 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL 9. 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. 727 726-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY)S( ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. •�GENSF No 63802 �' Tk - 4-..R AYOT QIFSTFR DTL MiGI I, 01 46T16 WH 2TW07As i 0 0 1 � 7 a -'I F�L•7:F� 0== Q-_ m-_ m-_ E-_ n=�, AREA RESERVED FOR LISTING AGENCY APPROVAL. STAMPS: DItAWN: D.W.H CMCM: M.T. Vep �....,," D .•.ro.� DsSAcLInTEEELEt 7•11 7—NO ? >0`1o0 an7BA" • In Feel N oPsFMCP-3S12 T1rJC OLT ARD RNA ARB D06P=NI AND NDFRQr 1N1f:IDALM TIP. COMTQR. W TID. DMWM. FAC—E CO AM CQiDDIRAL AtDIA FRIVRC.CO DiMMNAil01t ^W NIAIRTDI® UK WFTDVA DMOAMRC, oA DIVTM N M TIN PAQIAR DII AKr OF M CONTENIS OdRAMD TKBOK IS .TRRLY � W dACDMGX "_" A D MY .G IRLAMTIL new YIITm" ­0 PRWMW TO T E RCCIPIEW FOR .FCNIC PURPO. ONLY AND M1ALL HW BE SCAmm ODFIBF OR omDMT.0 RONOOIRm AMAII OwTKmv= To VTm FOR ANY ►IWFO.D WTTHOOr WI WRfrTBt ADTHO ATWN F JACODMI NOMM TIN MNWOW FA17IA.D AMD ALL Tn CoNTCOR ARM THE IOIC41RIV0 PROPERTY OF JACONGN HOMM ALL F4*M RGOMD. CT PM*fr 2020 COPTRIOHT Q 2020, JACOBSEN NOMrA RAFCTY HAR501% FLORTDA, ALL IRGHTQ RESeMD PLUMBING NOTES: 1. THE DRAIN/WASTE/VENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ABE OR PVC PIPING. 3. TUB AND/Oft SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 5, THE WATER HEATER SHALL HAVE A SAFETY PAN WITH (INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING ION -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. S. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. 9. A SHUTOFP VALVE SHALL BE INSTALLED WITHIN THREE FEET OP THE FRESH :mM WATER INLET TO THE BUILDING ITHIS 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) 't1 . 3,w "WL ]MAX $ SCALE: MS J 1 1/2° VENT THRU ROOF OR LISTED AIR ADMITTANCE VALVE (AAV( OR JOIN W/ W VENT TUB ° W.C. WET VENT W.C. 3° . 'S OVER - I SCALE: NIS 10. INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE IR-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. 4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. 3. PIPING WITH RUN LENGTHS GREATER THEN THE MAXIMUM RUN LENGTH FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE 11403.4.2 (PER THE FLORIDA ENERGY CONSERVATION CODE 2014) 11. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE, CPVC OR COPPER. 12. WATER SUPPLY STUB UPS TO BE 1/2" 13. ALL SUPPLY "CROSSOVER" [MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 15. WHEN PROVIDED{ ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120°F (48.8"C). 16. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 17. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TD REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION.{aon 1 1/2u VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE (AAV( OR JOIN W/ 3° VENT SHOWER 2" SHOWNt offAl $ SCAL - >rrrs 1 1/2u VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) TUB 1/2u 1 1/2u SCALE: WS VOW ' 1LI: DISTANCE OF PIXTURE TRAP FROM VENT SIZE OF TRAP (INCHES) SLOPE (INCHES PER FOOT) DISTANCE FROM TRAP (FEET( 11/2° 1/4u 6'-0° 2° 1/4^ 8,0" 3° 1/V 12'-01- 4u TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE 2^ VENT THRU ROOF J 2" LAV. �(p( ®#7G 11/2" 2° W.C. 3° SITE INSPECTIONS AND TESTING IS RE01D A LICENSED PLUMBING CONTRACTOR 19 REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING TO INSTALLED ON-eTTE iTHIB APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTENL 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 PLI M I NG CONTRACTOR SHALL PEUroRM ALL INSPECTION9 ON THE COMPLETED BYSTE149 IN ACCORDANCE WITH SECTION P1605 OF THE FLORIDA CODC 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 1 1/2° VENT THRU ROOF OR L15TED JAIR ADMITTANCE VALVE IAAVI LAV. 3 . IAV. MAW SCALE: M 1 1/11 VENT THRU "OOP OR LISTED JAIR ADMITTANCE VALVE KIT. SINK SCALE: WS 1 1/2" VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE (AAVI OR JOIN W/ 3° VENT WASHER 2n �� SCALIi:: rlrrs i y S ;F No 63802 .0 • - . B S1 tte � w AREA RESERVED FOR LISTING AGENCY APPROVAL ST WS: PPPROVf� ED 7-23-20 ? R�..aM. NO N 0 PEET 'ACOBSeN N 40 P Ne P RANV MCP-3512H0 MES 9y�R GARTER H' P�yo ..,M,T"a•°RN21..�.,TRTK . "� M woni `u.r"en. COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61h EDITION 4TW OIESiER DR. D!(HAR:,IN 46316 (94124Z A I REVISIONS BY DA7E ILA DRAWN: CNECM: M.T. DATE- 7/1712020 SCARE: 5n6• . 1-0• SHEET: ® OF Rea WIC: EXp..... D DWS: 170 MPH MODEL: MOD-1845 oR H THERE OBTAD• AND R ARM CO,a•DBRTAL AID RRORD.TART MTEMAI•. THE cmmm w T ORAWO(• FA CORTA m:rmxrtAL AH0I011 RMLRm DlO T m ANT IR1AI:11DIOD:D wrE GIRO:•, MCUMIUM OR ou:lmlmal w T PACILM E, M ANT a ne cowCORTADim "WNW; n RnOCRT RONIDI1m RT JAGONDI N0 AID MT BE GRAVTIL M:RB .ATBAA:• mI RRUVOW TO THE R=ww"T FOR RRCOTO ►{RV WG• MY AND ONALL NOf Be OGWI O, OpF m M ON19:Yaw 12RROOww A 10R OLTBIDORD TO OTNW FOR Aw MRIFO•G WITHOUT OPRG•f WRI TM AOINNOTATWN P: 4M B•OI NOGIx TIN OMW'GI• FAO( G A:D ALL R• GO rCM M THE G0.V8M ►BORN" OF JACODGM 14 Y ALL ftl : RESERVED. CORM•NT 2020 COPMOHT © 2020, JACOB•EN HOMES, GAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED. D.1 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(S). 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 TLP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON -SITE, BY OTHERS). S. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. 6. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOPP VALVE. 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH mI WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL S. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OP THE EXTERIOR WALL INSULATION. m, ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTHERS). 3'-5 1/S°° 6'-0 7/8°° 3/4" 1/ 8 3/4" D.W. K. SINK M CD I ICE MAK HOT WASHER S. WATER SUPPLY STUB UPS TO BE 1/2" 10. ALL SUPPLY -CROSSOVER- (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHER5, AND SHALL Be SUBJECT TO LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 12. WHEN PROVIDEOi ALL FIXTURES POR SHOWERISI, TUB(S), AND/OR TUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120`F 13. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 4. EXTERIOR PAUCETS HOSE BIBS OR WALL HYDRANTS [WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER THE MANUFACTURES INSTRUCTIONS. EXT. FAUCETS ARE INSTALLED ON -SITE, BY OTHERS. 15, ALL ON -SITE PLUMBING SHALL Be CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL Be SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS l® JURISDICTION. O�v\ 3W' IrD It'2 I M TOILET 3/4" LAV 5-8 3/8°' 112" 1"INLET 11'-2 1 /8°° 3/4" 1•' 3W' 3/4" 3/4" CROSS OVER 3/4" L. 1v Ly 3W' I WASI CROSS OVER SITE IN9PECTI43IV5 AND TESTING IN REQ'D A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE AL JURISDICTION N 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. k� Loaw This item has been digitally signed and sealed by Michael G Tomko, P.E. 3n 7/23/2020 Prin ed copies of this document are not considered signed and seal d and the sienature must be verified on anv electronic conies ia'f" m3>�aoj '-3 ¢Fm F«po O'~a'ou0 "-av<o3 1 p a�au ==o a>�ziio. I z a as gi 3 = q�oNoa +I ARFA RESERVED FOR LISIING AGENCY APPROVAL SEAM": PPPROVfO =_ �," tTo NPH ��•• ` 7-23-20 ? ,�; No N wlom 0 PEET 69EN ~ RaalAlm ' 1 CJ ao MP MLP-3512 y O .0ltlt.t.Re.cnrec.ur e.,:.�or. F� Cq Py5 RTER t' COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6Ih EDITION No 63802 Ni ** Is ® zz I -K AA•: 3p 470] QiFSf@DR. DXHA2t, a 463,a • W412u 0 411 F� RIi1RSIONS /•� IsY DA76 9 An A" DRAWN: D.W.H. CH100: M.T. DATE: 7/22/2020 SCALE: ena• . P-0l SHEET: 9 Of is WEC: EXpoeur. D AVMs: 170 MPH MODEL: MOD-1843 T c=T AND � AQ C01lmdn&L AND rROrR2TART INyz A THE COMTOTI. 0r T DMWTNO PACRA•e COMADI CWPIDERRAL AMDMII rIWRi.eD DlOIOMT:NL AM IAIAO,NORD10) WA W—N% MOLW O' Al DOIxIDUImII Or T t/ WL _ M ANT Or THE COMMIT CM AVW rIW4DG DI rt y FlKNIDR® .Y 11CMY NA AIO WY M: W.11MV. T1lJE WICQMl1 NS r WVMCD TO THE RWWZRT PIPE OCC = NROCSM ONLY AND MALL NDr be •Gk*M OWZID 00 Dnm,M.e RC•IIW= ANO/011 VISMOU= rG MM r= ART MOM WTMOUT eXP W MTEM AUTgHQ/1T:OR P J11MM NWIEL TO MAWM rACKAM AND ALL rM COMMM. ARC Txe eXD M rROPOTTT W JACOMM NOMCA ALL IUxIT(• REHCRVe0. C0 GHT =0 COPYRIGHT © 20206 JACOBSEN HOMES, GAPMY NAROOR, FLORIDA, ALL RIGHTS REGMVED. SUPPLY GOAD "OSTEN IJ�'1 D SUPPLY DUCT D A1E7Elt SUPPLY REGISTER Ng TIP. RA O ERLRERAIR) 1 ILLS&TRANSFR DINT ®- SE A "IT"QAN/M 8 ALTERNATE RRLL MAY BE INSTALLED THNOICK THE WALL N LIEU OF THE COILING AS SHOML MDIIIN CONG REGISTER MI:CHAMCAL II 07IS: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT MERE OTHERWISE SPECIFIED ON THE PLANS. 2, INTERIOR DOORS SHALL BE UNDERCUT 1- ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS 1 RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENII ATION. 4, COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIM OF VENTILATION. 5. BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES) PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IS REQUIRED TO BE INSTALLED ON -SITE, BY OTHERS. 7. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REQ'D RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPUCABLE CODE(S); ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. 101-2° 101-7° 51-3° MICHMIM IMC►TEI S: B. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF R-8.0. 0. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-8.0 OR AS ALLOWED BY 7H1 FL. ENERGY CODE f0. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LICENSED HVAC CONTRACTOR. 11. ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. t2 SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR COMPLETED ACROSS THE MATING LINE AREA S) OF THE BUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CON CTOR 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. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. 41-0° 71-00 PREP. FOR rh 301/7, Y 60 L/4, 4" OVERHANGS CLEAR /f 40 1/4! -M 1/2, Y 171/l' TANKL1ESSWH 241/Y X 601/4 241/Y X 60IN i 0"IT,VVII ID'OI O ' 1 1 /1= - iI DINING II • a' O - - O O O "Oil I -� .. 4' A R� M kAN PREP I. - \ LfI 00 AMEHEN WE J j \ {j i d C III .I!111 111 1 . ME ME 0 1�1!IS 161l I ■ Y I� • FAN EP. 111 II Ib • II ID ��� I171. - , . EXPOSUREF FASTER MODEL 123 — III III 111EGRESS111 L11TJU 1/2 X 6U 1/4 311 1/T X 6111/47 36 1/7 X 60 1/4• WP L-8 1 -0° 151-6° 8'-5° 15-1° • • A MANUAL J AND A MANUAL 5 FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING [ON -SITE, BY OTHERS] • * • ANY REQUIRED TESTING [BLOWER DOOR AND/OR DUCT TIGHTNESS] SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON SITE [ON -SITE, BY OTHERS). j LaSalleBristol Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C AC �Ayoujr * RAFTERS 16" O.C. ,AEI. CUM!A1I'I: ZOOS: 1. PROGRAMMABLE THEIIHOSTAT IS REWIRED TO BE DISTILLED. 2 REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES. THE MNNUM EO1P10NT SPECIRID SHALL BE INSTALLED. FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLNG AND/OR THE FLORIDA ENERGY CALCULA71ONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED SYSTEM. A MANUAL-J&S FORMS ARE REQUIRED TO BE COMPLETED BY A LICENSED ; HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE AC/HEATING EQUIPMENT IS PROPERLY SIZED (THIS IS REQUIRED AND IS ON -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 OTHERS, BY QUALIFIED PERSONNEL Wei 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 MCP-3512 160 D MCP3512 30 © 6/10/2020 (WIDTH) (HEIGHT) (HEIGHT) (USA) (HEIGHT) SOLID FUEL BURNING FIRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPROVf� w • o WG f CT 7-23-20 ? " �•- NO (A _ xu°Muu a•• Z � `M � W m FED alcrosa �fR 4 rooFim nh 1Y11 1N 12 yFR yy0 rsmM rear T (• )Wnb4•orry ea°•u euW .IMMPim •u.•AenFo raW TML 18R rWr CgRTER V' V. •�nxnana �vi°owm x xAa Fml �o¢®n A A= � o•o rMlir ra o To � Eanun MN Tx nnw euaa woe(a�"rimm COMPLIES W/ 2017 RDRIDA RES. OODE, INCLUDING ALL BUT EDITION 63802 Z Ooa tRFSTEI PI. FTINAR, M •6Y1e W4I2G4 M 0 REVISIONS BY DATE 0 DRAWN: D.1r.1L CHECM: M.T. DATE: 7/17/2020 SCALE: 3/1B- - I'-D' SHEET= 1® OF is WEC: EVMM D DWS: 170 MPH MODEL: MOD-1543 I THEE DETAILS AND BANS ARE COWDERIIAL AND PROPRETARY MATERIALS. THE CONTENTS OF THIS PRAWNS PACKAGE CONTAIN COIF OITAL AND/OR PRIVILEGED NFOMADON. ANY UNAUMON UED USE. COPYMO, DISCLOSURE. OR DISTRIBUTION OF THIS PACKAGE, OR ANY OF THE CCNENIS CONTAINED THFRFDL IS 51MCTLY PROHIBITED BY JAOOBSN HOME AND MAY BE UNLAW M THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIEC PURPOSES ONLY AMID SHALL NOT BE SCANNED. CORED. OR OINUMSE REPRODUCED AND/OR DISTMBUIED TO OTHERS FOR ANY PURPOSE MMO T E OMM YWTTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWMO PACKAGE AND ALL OS CONTENTB ARE THE OLOUSW PROPERTY OF JACOBSEN HOGS ALL MGM RESSERIOED. COPYRIGHT 2G'A COPYRO T © 2020 . JACOBSEN HOMES, SAFETY HANSON nONIDA ALL MOM NESERVEIL WAMNG: 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. CIM(MON: 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/Oft OTHER LOCAL, STATE, AND/DR FEDERAL CODES AND/OR REQUIREMENTS. THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. DETAILS T THROUGH 3 ONLY APPLY WHEN Ne FOR"a�= u„gr'LL pA ^I A HINGED TRUSS SYSTEM IS INSTALLED ON THE STRUCTURE. HINGED TRUSS SYSTEMS '"s*:P e°B� v Eo°a AT v"AOONFeL'eocaee� o AT ALL FRANC o1 N[UB[rts No Owe Reou1Re04 ALL seANs BACKE.. ARE OPTIONAL. HITOP CNDRD iB plll oo aE FantK TYP. HINGED TRUSS DETAIL (NOT R@O'D ON NON -HINGED ROOF SECTIONSI SCALE: 1/4' = 1'-0` DD NOr DIRMl LAM AMDAR TIMg10N OICREMG M YODIY I0.T IGMIN By M •11d W IIOf DYTALL MM AlDlgl TNRWII 00.iI DI M CdRA H OP'TID FRR OPRWM. tM b PDOxlII! ,IBOIMIITIIOI "I r" BOLT• OI M CDNet H M 1Ne I-k IMCiQAI! M YIIDCY BOLT Ld•M IT M MIDI sEWR[ F OIIf01YL w b PEIDRTCR JIYtMlMNp OIODND M YODRY W IDIRN h Y 111CN YATx >/aTwGG�e +e41• WASneRsl _ 49V WL OPR4INL IM baRD1lYITR A>SITMM1Np Ge0 SIDE TO S+oe SB�eLDO[rt Bo D [ro T.-.v+D W NOT MTML LRM MONI TNR011•MEIR n I.VAYI e�NGarwLLeO AT UP YD A >o'wxOLeL He IR /SILL RLAT[ •a'T• Ot M CBRTDI VI a THE YCYM} wli�ilRa/ •.abusAGD, uz• wn wend 0� °. (III ` SLP Ix vTT. Woi axowN FOR awnli'O ersTexs TOGETHER ,e• DG NAX T D AT s oe a' L PAL x •LOOiuse x• wwsxenE He mwrbe D+sruLeD Ar w'io Ba ANOLeI. anrso i+NnoeO iRwos i xi• SINGLE 2.12 P.T. xAY Be SG5511-1 ax ' w/ isl ,oe NAI°s o FORTHe I.. x.e P.,o. LeDGewslu. TNene a AND TO REEP ...R-ON O EACH SIDE OF JOINT DO TOTAL4 AR, xo x e sTw• s neOVlneo w/ vIa T G+wGx FOUNDATION ON -SITE BY oTHeRa .e lon a,UL Leooen ALTZAM1e TINGLED FOR oAPa IN FLooR OR wu.L sreles Te (BOTH s1oe51 TO ua wunons To Vx•, xcReAse uC LEROTN F AND FOR DAPB UP sr B GI GIST DF THE L®� ro >/.•,IInPE4se LAo LexorN Br I Vx•. Foun04noN ox-srtG BY oTxens Tom•• LTMaw FLOOR STn 1cTvae AT G. WOODo.. Nw N N sPw o w MATING LINE CONNE ON ENTIRE JOINT/cOHNTG IRN-WeeENN LL leCTIONS STEIWILL O DAll I a-, BUT R[FER To ACTUAL FOunDATION DESIGN B(BY O OTHERS ��� •� sewuNG Reoulnenexn ON*lAN Srt n, eNDTX �s, AND ce t'1NGL FOR SPEC( - Be STe _,, PIER , s- , BTG.3 RereR TO Norea oN sHe- AL REG-E.T- o . S BY o Ay *rs MATING LINEIS) CO�NNNNEIRLC�7T�IO�N�yISI �R MATING LINE(S) rC`C�O;NNNIEsyCTION�ISyI - FLOyOIERIYlI WALLS "! ISOMMC 011'YA�'i� L ii' Sll�ell7ON JDW P'll SCALE: N.T.S. SCALE: N.T.S. DESIGNED VM SPF LUMBER SHEARWALL DESIGN SFECMCATIONS MINIMUM DESIGN SHEAR VALUE (PLFI APA/TECO RATED SHEATHING SHEATHING FASTENER TYPE SHEATHING FASTENER LENGTH (MIN.( SHEATHING FASTENER MAXIMUM SPACING (EDGES ONLY - NOTE 61 WALL TO WALL, WALL TO FLOOR, N WALL TO CEILING FASTENER FASTENER SPACING 160.72 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE L75 IN. 6 IN. O.C. MAX. 0.13PK3 IMP NAIL 9.438 IN. O.C. MM. 241.08 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE 1.75 IN. 4 IN..O.C. MAX. 0.131"R3 1/2• NAIL 6.292 IN. O.C. MAX. 321.44 PLF SHEATHED ONE SIDE ONLY 16 GA. STAPLE 1.75 IN. 3 IN. O.C. MAX. 0.13A13 1/2° NAIL 4.719 IN. O.C. MAX. 413.28 PLF SHEATHED ONE SIDE ONLY 16 GA STAPLE t75 IN. 2 IN. O.C. MAX - SEE NOTE 1 0.131-13 1/2R NAIL 3.67 IN. O.C. MAX 200.9 PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE 1.78 IN. 6 IN. O.C. MAX. 0.13Px3 1/2• NAIL 7.55 IN. O.C. MAX 298.48 PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE 1.75 IN. 4 1N. O.C. MAX. 0.13IN3 1/2R NAIL 5.082 IN. O.C. MAX. 401.8 PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE 1.75 IN. 3 1N. O.C. MAX. 0.151" 1/2R NAIL 3.775 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 0.151-16 1/2a NAIL 2.969 IN. O.C. MAX. 235.34 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN. 6 IN. O.G. MAX 0,131IRS 1/2R NAIL 6.445 IN. O.C. MAX. 350.14 PLF SHEATHED ONE SIDE ONLY 14 GA. STAPLE 1.75 IN. 4 IN. O.C. MAX. 0.13110 1/2R NAIL 4.332 IN. O.C. MAX. 470.68 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE L75 IN. 3 IN. O.C. MAX. O.15Fx3 1/2R NAIL 5.223 IN. O.C. MAX. 596.96 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN. 2 IN. O.L. MAX. - SEE NOTE 1 0.151R.3 1/21 NAIL 2.641 IN. O.C. MAX. 202.74 PLF SHEATHED ONE SIDE ONLY 0.131 NAIL 1.875 IN, 6 IN. O.C. MAX. 0.15IN3 1/2" NAIL 5,181 IN. O.C. MAX. 441.98 PLF SHEATHED ONE SIDE ONLY 0.131 NAIL 1.875 IN. 4 IN. O.C. MAX. 0.13Fx3 1/2R NAIL 3.452 IN. O.C. MAX. 585.48 PLP SHEATHED ONE SIDE ONLY 0.131 NAIL 1.876 IN. 3 IN. O.C. MAX. 0.131"K3 In- NAIL 2.591 IN. O.C. MAX 746.2 PLF SHEATHED ONE SIDE ONLY 0331 NAIL 1,875 IN. 2 IN. O.C. MAX - SEE NOTE 1 0.13VI3 1/2" NAIL 2.053 IN. O.C. MAX. 642.88 PLF SHEATHED TWO SIDES 16 GA STAPLE 175 IN. 3 IN. O.C. MAX 0.13IN3 1/2° NAIL 2.359 IN. O.C. MAX. 803.6 PLF SHEATHED TWO SIDES 15 GA STAPLE t75 IN. 3 IN. O.C. MAX. 0.131-.11 1/2• NAIL 1.888 IN. O.C. MAX 1170.86 PLP SHEATHED TWO SIDES DAM NAIL I.8]5 IN. J IN. O.C. MAX. MOx3 1/2° WOOD SLREW 1.623 1492.4 PLF SHEATHED TWO SIDES O.DI NAIL I.8]5 IN. 2 IN. O.G MAX - S@@ NOTE 1 112R3 1/2; WOOD SCR12 I.608 IN. O.C. MAX NOTES FOR TMMI1-1 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 16° O.C. MAXIMUM. 3. NO GLUE IS REQUIRED. SPECIFIED FASTENERS ONLY. 4. SHEATHING ON WALL IS NOT REQUIRED TO BE CONTINUOUS ACROSS ANY CONNECTION (WALL TO WALL, WALL TO FLOOR, OR WALL TO CEILING TRUSSI. 5. 0.120 NAILS OR 0.13r NAILS MAY BE SUBSTITUTED FOR 7/16R STAPLES 116 GA OR 15 GAJ FOR FASTENING SHEATHING TO FRAMING ON A ONE TO ONE BASIS OR AS SPECIFIED IN THE APPROVED CONSTRUCTION MANUAL OR FASTENER SUBSTITUTION SHEETS/TABLES. 6. SHEATHING FASTENING - ALL FIELD FASTENERS FOR SPECIFIED DESIGN SHEAR VALUES (PLFI ARE 3" O.C. MAXIMUM SPACING IALL FASTENER TYPE% . 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 15 EQUAL TO OR LESS THAN THE MAXIMUM SPACING ALLOWED (APPLIES TO SHEATHING AND/OR WALL FASTENERS). A. ALL HORIZONTAL SEAMS ARE BLOCKED. S. VALUES TAKEN FROM ESR-1539. 10. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS IS 1 1/2° UNLESS OTHERWISE SPECIFIED IN THIS TABLE IWALL FASTENING ONLYI It TABLE VALUES MAY BE INTERPOLATED. 12. ALL VALUES IN THE TABLE ARE BASED ON 3/1° APA OR TECO RATED SHEATHING - GREATER SHEATHING THICKNESSES MAY BE SUBSTITUTED. 15. TABLE VALUES MULTIPLIED BY OA2 FOR SPF AND L4 FOR WIND. 14. TABLE VALUES ARE BASED ON SPF LUMBER IWALL FRAMING( H w ItN i -C. t N srtelwcHueNr INSTALL ON ALL B[OTIONS WOWED'A'. A r AGf�uexra41 P.E. On 7/23/2020 Printed copies of this document are not conside ® N6TALLe0 > .e x >• wooO screws HCT1 slDe of DAP. ,CK % %% \ 1,� 6 /�% Nsrwtle0 Dw✓AT`V wo11 w..... ,x TD ve T_ ,xev A.G_ 1 FACTORY IN. -Le. sxeATNING N6T�PIL "Y'LI ON THE 1- T EITHER swnwuFGAACI o cn InT�EIRNE.- rnus- TYP, HINGED TRUSS DETAIL �IoOIIN REQ'D ONT4�.JM A9® @ OFOF Se=ON5) SCALE: 1/4' = 1•-V Na AT A .BAN BACKS WE nFnTR4noN Oo0. enowALLs, 4No Certtxo4 neDuueD - O Trq BY OTHERS MATING LINE(SI CONNECTIONS) a swnoN bmw SCALE: N.T.S. HDU8-SDS2.5 7/8" TREADED ROD/ANCHOR BOLT HDUII-SDS2.5 V THREADED ROD/ANCHOR BOLT 5" x 7" x 5/I65 MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR, MATING LINE WALL THE ADJACENT WALL WIDTH (THICKNESS) MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THE SHEAR WALL THAT IS ATTACHED TO THE ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH 8 KN view �l SCALE: N.T.S. TYP. HINGED TRUSS DETAIL (NOT REQ'D ON NON -HINGED ROOF SECTIONSI SWnON OOML SCALE: N.T.S. signed and �ctronlc copiesoDED G ENS�•.• No 63802 F w OALv. coxnnuous STEEL I I FULLPexeooNTMe I ­1 STEEL.TA rn4n'1_GO w1re,NITALLeD h usnlNo w uTLl' a t1 oven LFIAs' GING THEN TALL RODOF RIDo'tAP IveGR swn CRe -All Ir. IS ReOUIReos Oven LUN S uNo LArxenr. I I I I REQ'D MATING LINEIS) DRY-IN/FLASHING SCALE: N.T.S. E01 a o 0 SIMP5011 HDUB-SDS2.5 OR HDUII-SDS2.5 IFL. PRODUCT APPROVAL NUMBER - FL04821 PASTENED TO DOUBLE STUD MIN. IA) OR TO SINGLE STUD AT THE SIDEWALL OR MATING LINE WALL (5) PER THE MANUFACTURERS RECOMMENDATIONS. HDUB-SD52.5 7180 LBS HDUII-SDS2.5 9695 LBS 15) FLOOR JOISTS (SEE OTHER DETAILS FOR JOIST SPECIFICS) BELOW SHEAR WALL AREA. f�llo STRAPS OP EQUIVALENT TENSILE CAPACITY MAY BE USED IN LIEU OF THE BRACKETS SHOWN HEREIN - SEE OTHER DETAILS SIDE VIEW��V v SHEARWALL FASTENING TO JOISTS (FACTORY INSTALLED) slow" vws SCALE: N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPR0 Om R» , OF. bNR • ,)O MPH vmnawuu L 7-23-20 ? • „�„w a NO A I�A-•p N >o FEET �� ���uW auYVAOvm JACOBSEN -L H- so PSF Ro. RC x0 PSP MCP-35,2 w l .7. t Fe, a �nre •.ur e¢„Fre er. yFR OgR7ER V. PSyo - COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL GtH EDITION ��T�ff111fISL � R � ®Ark Z ODS QIES1E0. D1 ELIGIM, IN 46316 tD41264m45 REVISIONS Q BY DATE A PRAWN: owH. CHECIMI M.T. DATE: 7mi2020 SCALE: aneB .two SHEETS II OF is WECt Exp.DDF• D DWS: 170 MPH MODEL MOD-1843 TRIO DRALM AND PtYi AIR C01lDORIAL AND PROPRIETARY WTeDYl. M CONTEtIr• Or TO DRAMOI• ►ACLMe COMTADI COIlDBNDAI. YEAR PIOV6LIt9 OPgWATtCN. MIT IIIAIIiIgI® 11IB COR02� DMtDOIR O. Oa11mI1E[011 OF TMO FACDL•E, OR ANT A' M MRDft. DDMfAOm TI�R'Oy o .TROM1T IRONtBiT® •T .4LACD1 N011J MD WT Y.• W.AWIII TNCCE IMTDIDRI NC PROIDED TOM RECIPIENT POI( •PBCV-= MORIN M MY AID (HALL NOr De 6CANNM Comm OR anfelmm RErNow;Cm AwmR DUTRmD1m To OINQ• F011 ANT PIAVOIB vrIrllDOr eXPRer Y/IORCt AUIIDRQATION TROY JACODIDI IIQYd. TNSI DRAWDM PACKAMe AND ALL r M OWnff M AM THE eXCI WM PRDM" OF ,MLODIM NOIli ALL WORM R121ERVBIE CO M*W 200 COPTRIGHT © 2020, JACOBSBM HOMBM, BArM HARDORI FLORIDA. ALL RIGHTS RCOMED. JACOSSON "O RIES FLOOR PLAN SHMMAU WALUAMON: OiL PLAN NUMBER: MCP-3512 ALLOWABLE STRESS DESIGN: INTERIOR ZONE: 41A5 PSF • $ WIND PRESSURES (ASD-WPI: END ZONE: 57.3 PSF NASD ULT a 0.61 DESIGN WIND SPEED: 170 MPH - Vul1 IUItimOlvl TOTAL EXPOSED SIDEWALL/EAVE AREA: 109 INCHES / 12.0 • 9.083 FEET e e MAX. MEAN ROOF HEIGHT IMRHI: 30 FEET SIDEWALL TRIG. ITOTAL EXPOSED / 2.01: 54.5 INCHES / 12.0 4.542 FEET n E Ton vAw.TeO -�I 4 EXPOSURE: D S n rLw A 1 ROOF PITCH WITH SELECTED TRU55: 4.38/ 12 n $ WIND IMPORTANCE FACTOR: 1W 1.0 ROOF ANGLE WITH SELECTED TRUSS: 20.031` IDEGREE51 wo • • o ; Rlak Category: [I MAXIMUM ALLOWED DESIGN ROOF ANGLE: 26' IDEGREESI OR 5.61 12 INTERNAL PRESSURE COEFFICIENT: GCPi • 0.18 IEDCI... II°° - HIGH VELOCITY HURRICANE ZONE: NO TOTAL DESIGN ROOF HEIGHT: 66.215 INCHES / 12.0 5.519 FEET g Gb OTHER APPROVED: LISTED TRUSSES MAY Be SUBSTITUTED IF MAXIMUM ROOF ANGLE. SPECIFIED ABOVE. IS NOT EXCEEDED. ALL CALOS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE. SPECIFIED ABOVE. Tx1s rRUcrwe - Been DeSIGNED MR E-ON OR INSTALLATION IN A IUILT PIRMAxexT USE T'HE DESIGN Or VD•d . 150 MPH: EXPOSURE Cr MRH • 30 FELT IN THE CONSTRUCTION MANUAL FOR THE DE81GN OF VWt • 170 MPH: EXPOSURE Q MRH • 30 FEET. SHEARWALL MIN. SHEARWALL MIN. SHEARWALL HEIGHT IIN.I LENGTH LENGTH MINIMUM ALLOWABLE SHEARWALL LENGTH: 108 / 3.b 50.857 INCHES / 12.0 • 2.571 FEET - _ WALL I. - _ _ _ _ - _ - NRAT WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1 PEET FAsie WALL SECTION: O INCHES L WALL SECTION: O INCHES END ZONE DISTANCE: 1 FEET w ro U9G a1 WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: O FEET >1' D owe s WALL SECTION: 0 INCHES IFEETI o.c, uwX. sr4svexeo WALL SECTION: 0 INCHES If -LET) SIDEWALL TRIG. IPSFI TOTAL LENGTH OF WALL: O INCHES DISTANCE x OR ROOF HT. z DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 n 4.542 57.3 260.26 POUNDS TOTAL LC NGTII OF WALL: 0 FEET WALL INTERIOR ZONE LOADS: 0 4.542 x 41.45 O POUNDS ROOF END ZONE LOADS: 1 x 5.618 x 30.49 168.24 POUNDS QpQ_ ROOF INTERIOR ZONE LOADS: O x 5.518 z 22.1 O POUNDS Qf ie weARw n:-DOwx BRA°XeT ° ORI TOTAL LOAD FOR SHEARWALL: 428.5 POUNDS �I •o;w°N�ISIxALONG>W11.O-I GNED ITARLNTE G AND/ox INGBNC RHIMES OF THENIURD IGNI1D PARTY AOIP 1 °HALL - u0i ee - - E FODNDA - - RMANce OF TMq eWeRgnwcivaes 6TRULNRAL couroxe- AND IT-. 0.eLATINO TN[Jtero. WAL 21 1n D WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: I PEST WALL SECTION: 0 INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: 1 PEET Use o.1 This item has been WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET >Fo .I.> dl (tall signed and WALL SECTION: 0 INCHES (FEET I o.L uAX, sTAo0exe0 g Y g WALL SECTION: 0 INCHES (PEETI SIDEWALL TRIG. (PSFI sealed by Michael TOTAL LENGTH OF WALL: O INCHES DISTANCE n OR ROOF HT. x DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 1 n 4.542 x $7.5 260.26 POUNDS G Tomko, P.E. On TOTAL LENGTH OF WALL: 0 FEET WALL INTERIOR ZONE LOADS: O n 4.542 n 41.46 O POUNDS -f ROOF END ZONE LOADS: 1 x 5.518 x 30.49 168.24 POUNDS 7/23/2020 1. IOORTry°I ROOF INTERIOR ZONE LOADS: O x 5.518 x 22.1 O POUNDS printed copies of TOTAL LOAD FOR SHEARWALL: 428.5 POUNDS wx IeRAc.ei OR erurnxDl P T F 5 A T e<a TOTAL LENGTH OF SHEARWALL: / 0 FEET TOTAL LENGTH O HE RWALL: / O FCC al 11 this document are eiF Na sla N A VA 4 EiF Oe p1N DESIGN SHEAR VALUE DSV: 653 PLF t D@SIG SHEAR VALUE IDSVI: 39 PLP ® g•I e� c 1 I a'� etm Peres ro xr�l�anxo ;µieronr JNo oewl SHEARWALL HEIGHT: 9 FEET IB eL °O'I SHEARWALL HEIGHT: 9 FEET not considered �d51 OR °/O OVERTURNING POINT LOAD: 3543 POUNDS q9 onoaF • I LeLI�n�rroorts /ro OVERTURNING POINT LOAD: 5873 POUNDS Onr on awl I41 P: Peres ro xrw ucrnq ReroRr JNoroawl - - - - - SW I�nef#-andsealed- w x.ne e.w exD 5 r0 NrA L enx0 ReroRr JND.D eArHllrvo oxlr o 1AA ""I ° e.w exD - a NLr 'S WpLI 9, DR TED WALL Jl: and the signature TEN W/ NIN o: >•YNNBXLl >CN ES WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1FEET FAS WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: iPEET FABR WALL SECTION: 0 INCHES coves WALL SECTION: 0 INCHES aI vLe sTw ors uL PAneL coves must be verified on WALL SECTION: 0 INCHES END ZONE DISTANCE: 1 FEET WALL To F ue O1 AX aP.... WALL SECTION: 0 INCHES END ZONE DISTANCE: O PEET W To 'I- D» D.J n• rule • I. OG MAX sFAetxD WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 1 FEET any electronic WALL SECTION: O INCHES (FEET) noWa oJ:. uAz, eTAGveneO WALL SECTION: 0 INCHES (FEET) WALL SECTION: O INCHES (FEET) SIDEWALL TRIG. (PSFI WALL SECTION: 0 INCHES (FEETI SIO@WALL TRIG. IPSFI copies TOTAL LENGTH OF WALL: O INCHES DISTANCE n OR ROOF HT. DWP LOAD IN POUNDS TOTAL LENGTH OF WALL -CINCHES DISTANCE n OR ROOF HT. n DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL ENO ZONE LOADS: 1 4.542 57.1 260.26 POUNDS VIDED BY; / 12.000 INCHES WALL END ZONE LOADS; 0 4.542 57.3 • 0 POUNDS TOTAL LENGTH OF WALL: 0 FEET WALL INTERIOR ZONE LOADS; O 4.542 x 41.45 O POUNDS TOTAL LENDIGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: 1 4.542 n 41,45 1BB,17 POUNDS O N LOADS: 1 5618 3049 168.24 POUNDS ROOF END ZONE LOADS: 0 5.518 x 30.49 O POUNDS TO ROOF 14TLRIOR ZONE LOADS: 0 x 5.518 x 22.1 O POUNDS i0 rtco I ROOF INTERIOR ZONE LOADS: 1 x 5.618 x 22.1 121.95 POUNDS Q D n Te BaAueT/aTRAra Q o n Ieu°aein:iRAnl ° sxeARw Ie Dowx c.er o Iwl TOTAL LOAD FOR SHEARWALL 428.5 POUNDS ; v ex eHwwx Rwc.eT ° Ixvl TOTAL LOAD FOR SHEARWALL• • 310.21 POUNDS TOTAL LENGTH O SHEARWALL: / 0 FEET TOTAL LENGTH OF SHEARWALL: / O FEET N H P R 91g - alxPa . DESIGN SHEAR VALUE (OSVF 421 PLP 1{tl m 0a gw sa DESIGN SMEAR VALUE IDSV): 167 PLP v�s eLm SHEARWALL HEIGHT: 9 FEET Im eLm SHEARWALL HEIGHT: B PEET E4 777E OVERTURNING POINT LOAD: 3785 POUNDS s Ia1 OVERTURNING POINT LOAD: 7506 POUNDS o.ne4a xule eAw exo or aTRAF • e PereR ro xrA u>nxo w<roer JNoroeal A.Me Nine eAw exo or eras - W s= 7na= APA OR TIM RATID INEA NINE - OrvE sloe oxLY G �- WALL 6: A 71;M APA OR Teco RATED INEA HIxG - Dx1 sloe 1- D WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 1 FEET FA°R WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: O PEET WALL SECTION: 0 INCHES WALL SECTION: O INCHES WALL SECTION: O INCHES END ZONE DISTANCE: 0 FEET w To rLouse O;D; > va w.ILs • e IS NAx OFAcl WALL SECTION: 0 INCHES END ZONE DISTANCE: O FEET W v sxwTHlxG oxe sloe O WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 1 MET • WALL SECTION: C INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES (FEETI WALL SECTION: 0 INCHES WALL SECTION: O INCHES (FEET) SIDEWALL TRIG. (PSFI WALL SECTION: 0 INCHES AL IPSFI TOTAL LENGTH OF WALL: O INCHES DISTANCE x OR ROOF HT. 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 x 57.3 O POUNDS DIVIDED BY: / 12.000 INCHES WALL LOAD 4.542 x D7.3 0 POUNDS TOTAL LENGTH OF WALL: O FEET WALL INTERIOR ZONE LOADS: 1 n 4.542 x 41.45 188.27 POUNDS TOTAL LENGTH OF WALL: 0 FEET W L R E LOAD x 4.542 x 41.45 0 POUNDS ROOF END ZONE LOADS; O x 5.518 x 30,49 . O POUNDS 0 D LOADS: O x S.S1B x 30.49 . O POUNDS TO ROOF INTERIOR ZONE LOADS: 1 x 5.518 x 22.1 121.95 POUNDS TE LOADS: O x 5.518 x 22.1 0 POUNDS LI<=� le oowry PnAuei OR ernAvru.l TOTAL LOAD rOR SHEARWALL: M0.21 POUNDS I axeA.e 1e D r1xv1 TOTAL LOAD POR SHEARWALL; 0 POUNDS RI® ewP rL vaowcr APPRovAL - rtuel TOTAL LENGTH OF SHEARWALL: / 0 FEET RII aewv TOTAL LENGTH OF SHEARWALL: / 0 FEET €yy *+ De gy °• LoeAL rrooun urnovr. roR Pwo DESIGN SHEAR VALUE IDSVI: 164 PLP �v' Ds s•I a. DESIGN SHEAR VALUE IDSVI: O PLP •y9Q9 eLm Pvn To xrA u>nrro ATE sa•I SHEARWALL HEIGHT: a FEET >� SHEARWALL HEIGHT: O FEET PEFEr Pro urA LMnxv R ono•wl OVERTURNING POINT LOAD: . 14B0 POUNDS OVERTURNING POINT LOAD: . O POUNDS WA, 7. 11 APA OR TICG RATIO 6HIA HIND D1I 1I Ox D W= 8T -1 APA OR 11 RATED aHEA HIxG axe sloe Ox o WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: O FEET WALL SECTION: CINCHES TOTAL TRIBUTARY SPAN: O PEET WALL SECTION: O INCHES AL�TO FL WALL SECTION: O INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: 0 FEET W TID I-ATNwo oxe sloe ox WALL SECTION: CINCHES END ZONE DISTANCE: O PEET W o exewrxmo oxe sroe ox WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O FEET WALL SECTION: 0 INCHES WALL SECTION: CINCHES WALL SECTION: 0 INCHES � AL IPSFI I WALL SECTION: CINCHES � AL IPSFI TOTAL LENGTH OF WALL: O INCHES DIS HT. n DWP • LOAD IN POUNDS TOTAL LENGTH OF WALL: CINCHES DIS HT. x DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL E LOAD 4.542 x 57.5 • O POUNDS DIVIDED BY: / 12.000 INCHES WALL E LOAD 4.642 x 57.5 • O POUNDS TOTAL LENGTH OF WALL: O PEET W L R E LOAD 4.541 x 41.46 O POUNDS TOTAL LENGTH OF WALL: 0 FEET W L R E LOAD x 4.542 z 41.45 O POUNDS C D LOADS: 0 x 5.518 x 30.49 O POUNDS O D LOADS: O x 5.518 n 50.49 O POUNDS Q TE LOADS: 0 x 5.518 x 22.1 O POUNDS QIi a TE LOADS: O x 5.518 n 22.1 0 POUNDS FLOORie 1aRADaern:rn L P xo Mery eDo xOi TOTAL LOAD FOR SHEARWALL: 0 POUNDS iEE vTex ero of TOTAL LOAD FOR SHEARWALL: • O POUNDS Rlqlw awP TOTAL LENGTH OF SHEARWALL: / O FEET $14 . eIMPa TOTAL LENGTH OF SHEARWALL: / O PEET LTGS n• De Sol>• DESIGN SHEAR VALUE IDSVI: O PLFo e m Ua N x DESIGN SHEAR VALE IDSVI: O PLF fill S L SHEARWALL HEIGHT: 0 PEET eg SHEARWALL HEIGHT: O FEET - - - - - - OVERTURNING POINT LOAD 0 POUNDS - - fS - - - - - - OVERTURNING POINT LOAD:- 0 POUNDS - RIFER TO OTHER DETAILS FOR SHEARWALL SHEATHING / PLF TABLE JACOOSM HOMO 600 jPA.CKARD COURT, SAFETY "ARBOR, FL 34695 727-726-1138 CONSMUMON SkE©FICAMONS: TOTAL NUMBER OP AXLES: ASTER MODEL I MIN, NUMBER OF BRAKE AXLES: 1 BRAKE AXLE MIN, FLOOR JOISTS: 2n6 SPP F2 FLOOR INSULATION: R-I0 CHASSIS I -BEAM HEIGHT: 8° HITCH TYPE: REMOVABLE FLOOR DECKING: 19/52° OSB OR PLYWOOD FLOOR COVERING: LINO?ICE/CARPET WALLS / VnNDOws /DOORS - FLOOR JOIST 6PACi PO: I6 O.C. PORCH JOIST6: NA PORCH DECKING: NA EXTERIOR STUDS 2.6 SPP ES BOTTOM PLATE MXTI: 2.6 SPP P> WINDOWS: --IMPACT- SERIES WALL INSULATION: R-1S TOP PLATE IGXTI: 2.6 SPP N GXT. SHEATHING: - 711 APA OR TECO RATED M.T. DOORS: STEEL - FOAM CORE (SOLID OR W/ GLASSI INT. DOORS: HOLLOW CORE OR CXT. WALL IPI GIG LAP/6TUCLOMARDL ITYR ROOFING: SHINGLES OR IJETAL (TYP) CEILING: TEXTURED IYJ' GYPSUM ITYPJ ROOF INSULATION: R-30 SHUTTERS: NOT STRUCTURAL [OPT.) ROOF SWATHING: 7/16' APA RATED TRUS9E9: LISTED ILALCDI TRUSS TRUSS SPACING: - O.L. UNIVERSAL FOREST PRODUCTS IDUCTGD RETURN AIR SYSTEM) A/C TYPE: REFER TO ENERGY CALLS MIN. SE IL REFER TO ENERGY CALLS RISER: 12 E OF RISER DROPS: I HEAT TYPE RereR TO ENERGY CALCS UNIT TYPE: REFER TO ENERGY CALLS RETURN: 2OX25 . OF RETURN DROPS: 1 - OMWM5eR OP (BATHS: 2 • OF ACCESSIBLE LA 0 • MEDICINE CABS W/ MIRROR: 2 E OP WATER HEATERS E OP ACCESSIBLE OATHS: 0 a OF STANDARD WATER CLOSETS: 2 E MEDICINE CA55 W/ LIGHT: O WATER HEATER SIZE 40 GALLON . OF STANDARD LAV6: 2 a OF ACCESSIBLE WATER CLOSETS: 0 •MIRRORS: 0 WATER HEATeR YTPe: ELECTRIC OSI'IEARWAIL DESIGN SREC'S: DESIGN SHEAR VALUE: OOVERTURNING FORCE: DESIGN SHEAR VALUE: OOVERTURNING FORCE: DESIGN SHEAR VALUE: OOVERTURNING FORCE: DESIGN SHEAR VALUE: OOVERTURNING PORCE: UW A 5PSF I I_II_I-I II II IL � 10 a B 10 PSF 3 O C 41. 6 PSF -IMF -I D PSF 10 ❑„E rr DESIGN SHEAR VALUE: 384 PLP 164 PLP O OVERTURNING FORCE: 3543 LBS 1480 LBS E: 653 PLP DESIGN SHEAR VALUE: O PLP O OVERTURNING FORCE: 5873 LBS SIGN SHEAR VALUE: G421 PLP .3785 OVERTURNING FORGE: LBS JLBS 63802 DESIGN SHEAR VALUE: 16] PLP 49NO VERTURNING FORCE: a if DESIGN SPEC61CA7WNSv 1. MEAN ROOF HFIGHI VM): 30 FEET MAXIMUM 2. FLOOR LIVE EGAD: 40 PSF 3. ROOF LIVE LOAD: 20 PSF 4. BASIC MIND SPEED: 170 MPH - Vult IUlti-t.) 5. WIND IMPO1t7ANCE FACfdL• IW • 1.0 Rick C.1.9oty: 11 A. WIND DMOSURE CA7EGORY- D 7. IMERNAL PRESSURE COEFFICHM. GCpi • 0.18 M-1... I) NOW. DESIGN WIND PRES. IVO9d) 2: C AC LOADS: ALLOW. STRESS DESIGN S. DESIGN RID PRFSSURES FOR COMPOtENDS AND CLAMING LPs7: PR . ROOF COMPONENT & CLADDING LOADI ZONE 1 = 30.98 PSF -47.51 PSF o a F O $ > ZONES 2 & 3. 29.98 PSF >-122.41 PSF > A rrr1CCC ROOF OVERHANG: jigg Ai a ZONE 1 . -96.61 PSF n ,S > ZONE 3.-162.35 PSF > s E�lE FW . WALL COMPONEM AND CLADDING LOAD( w ^o r WALL / smING: apy1� DZONE4. 51.99 PSF -56.38 PSF °> ZONE 51.99PSF > -69.57 PSF >' MWFRS LOADS. 9. DESIGN WIND PRESSURES FOR THE MAIN WIND FORCE RESISTING SYSTEMS (MWFRS) • SHERRWAILS: A. 57.2, PSF (END ZONE OF WALL) B v 10 PSF (END ZONE OF ROOF) C. 41.45 PSF TINT. ZONE OF WALL) D. 10 PSF (INT. ZONE OF ROOF) SIAM STATE OF FLORIOA 4zo� v� v v D z�YwLgG Z�C) p Q f d BUBDDW: f Oz Q wf 2017 FRCxU Q2 �Nm 61H EDIIIDN mO�tO Sun;, KJ� oNf:llrcz w �a OECIRKALI �yy GC 2014 NEC o �vNa Goo��o afZVYz KyE .a ,•W$[ s.1 oo 3 N a m m ap � zJVLL MEOME M: <wo z�oaH.w 2017 FRC 61N ton" QOU1� 3 JJJ� zwzDz� asOD,a �Na�Fm PLUAGD101 2017 FRc 61H [1rDPD�pN ENERGY: hZQf owafli3 BfT1 GDII(UPI � f w AREA RESERVED FOR LISTING AGENCY APPROVAL SUUNPS: PpPROV D aaxRJNm �o .N.E6 . O MPN �p"tea u ' 7-23-20 ? �n,nWn, NO 50 FEET ����W ♦ PSF NOCI auxurAtrvuM JAo.C. - N 20 PIP aMAw MCP-5512 0 ��NI o l M ercnnc•uT courts erA � P5h e'4RTER V COMPLIES W/ 2017 FLORIDA RES. CODE: INCLUDING ALL 6tH EDITION ®L Iz©Y C� 8 4 V = Z llYli g d • aZ s�L F Ir A7W KJ1ESlER D2. EIlDIARE w 46Bta • 26E..m4B REVISIONS /•\ I BY IDATE DRAWN: D.W.H. CHECKED• M.T. DATE- 7/17/2020 SCALE: 3n6• . P-OR SHEET: 12 OF Is WEC: Exp..... D DINS: 170 MPH MODEL: MOD-1843 11lSE OEMOA AND PLMI• AIIG CONP10lMIAL AID PROPI@ITARr WTEDAIJI THG EONIvrt• or Tm DRAWDI• ►AOU.R' COMIfADI Da1a•IDerrdL AIDI011 P1avDE•m OPOIN:RTIDIL AM IAIAI1N101�.'D 1• . CDFTDISM DPm1R w Dulmlmal OP TIC ►ACItAK n ANT w M COMfexn C011TAD2O TNpPDI D) •TOCTLT R1IDNWICa DT JACOMd 110ES'.• AIO WY Y IR•AWPia. THtlE WTCIWS AMID COPYRIGHT © 2020. JACOBSEN HOMM DAFETP HARBOI% FLORIDA. ALL P40HYS ReSIMMO. PROVIDED TO THE RGCPRNT FOR SPECIFIC PUIIFOFG. OHLT AND .WALL Wr BE SQANm% CDPO9: on onotWISE RGPROOIIClD ANDA'N1 DDrRIDUTEO TO OTHERS PM ANY P EMM WITNOUr OPRGF. WRETM AYDIONZATION FROM JACODFEH 1101IM TO ORAWDM PACEASE AND ALL M CON1151" ARE TIES OI0. M PRORRIT OF JALXfBSEN HOYEI ALL MWM RESEMD. COPM*FT 1020 QOaz =�ZFUN w J 0= 7 N y W F Q s a J Q W Z' UT, gx „3s F W N 2� f W a V q:s z�Q W 0 WIn z zss WZ= LZ90KWWm N?a0 W_ D Q�V WO - TA m?W o� W Q W a W J N F Q= W ID y N J W F S Oa J~O jaN(0wO :S iaZ yYoao� N J J O F a O Q Z O a LL a W Q�WN �az-,:.(3w NI- I WD:¢N,a LU m Q Q N ~ Q IL)W R S mla i LL� LLd q@q O O D OB1 0 IS ~ 6 2 ~ 6 Z v ;o; D]IMmom ag awl s> asp O? O IS S O 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: 1 GRAVITY LOAD: 2150 LBS ❑3 GRAVITY LOAD: 970 LBS 1-01 GRAVITY LOAD: 1080 LBS E GRAVITY LOAD: 740 LBS UPLIFT LOAD: 820 LBS OSHEARWALL LOADS (ALSO SEE TABLE) IN -PLANE LATERAL LOADS- IN PLF c 394 OVERTURNING LOADS -IN POUNDS v 3W 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. ill w zQz a r = a;O O K W W= Q o 0 a R 5 W w Z0a 1=-% aOg W=ZaNN q y5 uOa 0z m �aR pL7 �W . R ~uz W 7 N J W L) 04 W m z mz, g W Rzs E IO N Z 0 UO N DO W W F- F- J Z 3 jF- m O} Q W mc9 PO/Lc? �om Np= �O- OppQa Y}I J QOO J a N Om 2 Z Q Z pmp q mp q IRO L' Z a < NaZ R 0 z y~C 0 Jy? J Q mum g�Z .BR O¢ O D f Q N W J J O H 5.O JJ W Z LU IjIa F4- 0 W 0 .z W h N N Z Q 071z,I F O Z € o o G Q C W O Q F z p x 0 N- O x f O- O k N W W W N N 0 o o Z d = S J LL W m H N O N O �7N7 FeF' {r C LU to 1.- LU a0 LL a$ S W aFU ~ V a O 3 a 2:1 i5 a Oaf IGo • COm • f LL� LL < m < SHEARWALL LO $(ALSO SEE TABLE) O IN -PLANE LATERAL LOADS - IN PLF= 394 OVERTURNING LOADS -IN POUNDS= YA a -AR OI u 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 IsLN WL, yJ CQ BQ�°Wq�a )BOO W W tall Ilzi�'g'�' LLOWo?CCWgP 34�dm3u�i¢Q O~N.W W� W LN p O7 0 WF•F2�O P m W?S a1<Oe��a�ga ZW WyIZO WDI 02 FZ°WIOI' = WHEN THE AREA DGNEATM THE BUILDING/STRUCTURE IS GNCL09ED, MIN. 6 AREA THE BY = I- L C - Z W W Z ° Q bFP PRAMB UNIT: CyDPACTORY TRANSPORTATION CARR1[R IS rNG BUILDING ORL9TRUCTUR2OION-SITREe OTHERSIR THIS VAPORWBARRIGR IS REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE R20UIRGMGNTS O� W 2 •� ¢ Y W 00 WG5 MSTwU.nOT xCNRG DURING AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. S pm Z 9 M. W EARNER 19 roN PRANG UHiT! THE FACTORY n1TO THE LEFT ATTACNEO TO THe bTRUC1NeE AID 19 W O O u J Q ZZ 72W Q W !• L Q ? OF UDLIaD As A APRocT- INSTALLATION oIoi�ieaau LlT o"N /APramRWr�Ie INsrALwnD" TLA BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. USE THE TABLE BELOW FOR RE UIRED U R F ON -FRAME FOUNDATION LOADS 0 SE THE TABLE BELO OR REQUIRED 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 B O MATING WALL: 170 MPH - Vint (Ultinate) 430 PLF GRAVITY LOAD pPOSJjE D 485 PLF UPLIFT LOAD LM - 30 FELT O MATING OPENING: 90 PLF GRAVITY LOAD Op 1-BM EA(ON-FRAME): 525 PLF GRAVITY LOAD SHEARWALL LOADS (ALSO O SEE TABLE) IN -PLANE LATERAL LOADS - IN PLF D 394 OVERTURNING LOADS -IN POUNDS =3W 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: Rv OSHEARWALL LOADS (ALSO SEE TABLE) IN -PLANE LATERAL LOADS -IN PLF-394 OVERTURNING LOADS - IN POUNDS a 3943 1� GRAVITY LOAD: 2150 LBS ❑3 GRAVITY LOAD: 970 LBS I I E GRAVITY LOAD: 1080 LBS 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 I RUTS -- MIN I.,M IP MGM EDEiE OF RDOA. 145 190 A5 MOULFUM Mo©ma= 00�©®��000©0� 000©o a000©000000©oo, AIL m A = 57.3 PSF OS)IEAB{ DESIGN SPEC'si Q B • 0 PSF C 41.45 PSF _aRf1m 1° 4 E D 10 PSF 910N H9 [AR VAL C, PLF DESIGN SHEAR VALUE 8• PLF O OVERTURNING FORCE: >94> LBS O OVERTURNING PORCC: 1480 LDS OBRGN .HEM VALUE Plr DESIGN .HEAR -A O PLP 2 eRTURVINO FORCE. > LDS 6 OVERTURNING FOR- 0 LBS O SIGN SHEAR VALUE, .1 PLF .-S. B..AR VALUB, O PLP OVERTURNING FORCE ]BB LD9 O OVERTURNING FORCE OLDS DESIGN 9XWl VALUB: PLF SIGN 6M[AR VAWC PLP O° [RTURNINO FORCE:] t506 LD9 O OVGRTURNINO FORLG LE BELOW FOR THETAAIr BI-W Z 6 W E In ♦g'"'g W 911. QUO Qy�1 j WED O.z Wz� W`W s+s Do{ing In OOW odLIy' ''S _ C3W W-� 00 MOW agCas ILC:SW=S2EC �� W W1pQpIyy W EDUNDATION THE REVIEV NOANTE) D APPROVAL OF THIS 2 a ° 5 O FOUNDATION PLAN IS SUBJECT TO THE ° ow ZQ Q t G g L LOCAL BUILDING DEPARTMENT HAVING JURISDICTION. Z W W W z°, KEEP ALL PLUMBING AND AC DROPS lO" MINIMUM FROM ANY FLOOR EDGE. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE 15 ENCLOSED, Q S S Q Z S z ° 1• L RANG UNR3 �/ GO OVER MCA BELOW THE BUILDING ORLSTRUCTURE ION -SITE. BY POLY VAPOR BARRICR ROHERSI HIS VAPOR CARRIER TNG FACTORY TRANSPoRTATION CMRIUt H IS REOUIRBD BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS eN . FRO. TNB DTftuCTMR6 -1. rIe Z W W z ♦A ° YI Z ¢ % W ° W - O O m BVIIDINGS INSTALI4TION AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. W W ° H O 2 W TN FRANC UNM TNG FACTORY TRANSPORTAnoN CARRIER IS LEFT ATTACXED TO THE SrRUCNRG AND IS DratsD As A amuCTURAL COMPONET OF THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR IM W O W ¢ ° 3 S Q .15 S W z z 1• Q W F L Q ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM FLOORRESISTCM D�TBT1 THE CSTALLAnOtI INSTALAND 15LATION NOT OR )NST IGNED TO BE MOVED ONCE 50 EREUTE U RBUIRED D OFF -FRAME FOUNDATION LOAD S SE THE TAB O S B BELOR FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Op EXTERIOR WALL: MOD-1843 485 PLF GRAVITY LOAD 290 PLF UPLIFT LOAD 170 MPH - Vllt (Ultinate) O MATING WALL: DPMM D 920 PLF GRAVITY LOAD IM = 30 FET 377 PLF UPLIFT LOAD O MATING OPENING: 5813 PLF GRAVITY LOAD ®0©®©® DO©®©®®D000©a0'i ©D00©0 OMEMO �000©00 �oa0000�000©00 u R A . 57.3 PSF OSHEARWALL DESIGN SPECKS: LL Q B - 10 PSF ux,Ess PTxePme u¢q 3 C O 41.45 PSF AT THE overtlVA:OF D 10 PSP w.E81GN SHEAR VALUB: DESIGN 9NGAR VALUE: OOVERTURNING FORCe:4 PLP >94> LDS O OVERTURNING FORClC4 PLP 1180 LBS O DESIGN 9NGAR VALUB: ° PLP OVGRTURNINO FORCE: SS O Dee1GN BNGR VALUE PLP ."'TO"... PORC6 O LDb O411 OE81GN eMWI VALUE PLP OVGRTURNINO FORCE: 85 Les O DESIGN MAR VALUE 0V 0 PLP GRTURNING PORE[: 0 LBs O OE9IGN SHEAR VALUE: 6] P F OVGRTURNINO FORCE: uoe Les O DCSI SHEAR VALUE O PLP OVERTURNIN. FORCC SAFETY: WARNING: TFAIPIGUE. S oI IN IPVOU ARE NOTQUALIFIED EGO� HAVE O HAIR IIRSPR N IGGIA NET INSTAWnW CAUTION: US - sTwPE. ARamR MESA L®B9—RI RwuRRE M PS. � CO- SHDUIG INs[mFREOMIRE T°AT DAPS AND PROPOR TPwNIOUD ARE UNSO IM11C-0"I _"�I[IIOP SiIE PI12PIP,ARATiOIN / FOUNDATION: IxACCORDANCE WITII THE REOVIREMENTa OF THE FLORIDA DEPARTNENT Or aus —S OP VIAL R[GuutlOx.TN[9[ APPROVED PLAxs w x0r COHTA N Fau1DAn0N9. I. PR ALL LOTS .HALL D PROVIDED WITH DRAwaoe AND SHALL Be .-C. SO AS O °RAIN 9URFACBEWATER EAWAY ASS, VEGETATION{ ORGANIC NATTER UN —LB 901E MCI IseALL T 0 III ROrort oixe LTL — CR D ALI e LOOSE DRID, ALL FOREIGN O"ECrS,I[ C_ IULL De REND D FRO. THE C ENTIREMGA e[N[A1xviH[ DUILDINO. 4CE 6PADMO .SHALL .e AT 1-1 On[ [NCH 101 11CRY YEN FEET OF 911L AREA WATER uer ACCUMULATE CUUMULAC Be— a egMes VeNTUATB. BY Ope L Bte ARRRceDAro PnonoecRoss-veNrlun nNDR° aHAu e AIPCOVERED °� 1N 11 S11H RBs19TANr WIRE NESK THE LBA9T °INCISION SHALL NOT -ATM G � e � o .1 EA E`erIN L � Ce°AC«,°F« -meµ W TN T D LDICG. D TICRNATBRN AL'DweD pAT SUCH A8R L ATATHe our. De °ewtowo PeftleereR oR I e1T rxe wRFAa wATe. w Lr ow nu, �r a uI°UIa wo slTa THex TIe ORoOU IE7L DF rwc D.L Be AS HIGH AS rHe wTG1De Fw[aHC. LBVBL.°UILesB AN APPROVED DRAINAGE SYa M IS PROVIDED. 4. eReo .H END OF EACH sxe+ewALL B LNB DEAD•AND11 ANY O—e-Se IC 11-S.-FOUN-ON-BECAI-01 OF C Moo be F-el 51` TIE FOUND- SYSTEM ALONG THE PERNETER IT"IRM A 1INMON 1°1/Y PIAN `BEARING BN4L" e PR"OVIDED OAALL FLOORTJO STB B TTHC eH Ls DewALL • Au MA TE.L a. eNTtrtCwxe eBUILDl ANY YC�-° Cs"UR wood s T,°Ru ROPER B-10, A Ms S11LL BE FREE IF TICEA sPLIiD 111= .AND/OR — LL WOOD SHINS sH4L .Lust A J.S. "IL ��P T w/ ALL APPUCADLC OC AxOrort ICOVIReMexis RNaw�NCUSTTATE um ALL TEB14lITE PRCMCnOIN: 1. APIIIIED TERN PROT[CT11—CATMENT SxN-L BE PROVIDED. A e INCH 111. Yew°Ire°XIx�GLPernoN 1.IhcxeeT"N�ieEnuua ion aauoe oR rr�DaeL.es a o..De 1. s OM 11,1 IOTCD, w-1 YwwVN SHALL ee PlmvOeD eeLOW TIC w[OwO o IcrtAwL 6PACe ArteM To rHe a >. - TIE Ix°i�cHeclFda tNw ue.RANce Bx,u De PRO.- .-I +LL TIE --E. r.Trewa Ar xeN>o,LO.,-RBa�+.A.nO° D 'Roo TO a•RDULER a . w.reDT TE. uTe. rN• P.Aw 1=: 4. ...LmP TO TRucrvRe alawllO OIESVw4 A9 weu AN ALL exrz IoFw TIAr ARe LOUTeD w TIP wcxeH FRDN Axr/Au eRTeRloft wAlu aP TIe FowDAnoN B. ow TIe 9r.0 TIE .­­1 u�u ee wxeReo wn .Ld�..1-E FB.Io+ sHAu m ooxe ArTeR Au exu.An�iAL�Leo"a�..L°eE enrwreo 8,NO VEGET—OK DEAD ROOTS. cue°BT OGiID, vMeR, TR+sµ OR c NATeN+LA xoR T ALo.. THE 1­ ..E. — T .... ARC NBC° Leebe. 19 nor Reno. SHEARWALL SPECIFIC INFORMATION: UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAIL(S) 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 TIE- OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANEI51. THE WALLS N SYSTEM SHALL BE ATTACHED DIRECTLY TO N THE WALL STUDS D EACH END OF EACH SHEAR SEGMENT DIRECTLT TO FOVNDATEMSGROUND TO TRANSFER Y AN ATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, By OTHERS). UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, ON -FRAME - ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) PLOOR 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, BT OTHERS. UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OFF -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, By OTHERS. AREA RESERVED FOR N47114G AGENCY APPROVAL STAMPS. NO mN- d�-DBN1 COMPLIES W/ 1017 FLORIDA RES. CODE, INCLUDING ALL DM EDITION sgNo 63802 fr' MAU- 1 ;I 2 Zi Ell AA 29 C P� AA� J>RBf. a7ro OG>iED PD. BADUII. AaPla laq 2aa�as •� S z z 196 E®®I E-_ E-_ Emm n__ �......... D.W.H. CWCXW: M.T. DATE: 7A7/1010 SCAN): Bna• - 110° SHIN: 13 Of 15 WECI ENp..... D DWS: 170 MPH MODW MOD-1843 MRJC ORAR• AND PIA)!• lux COIlOdRAL AID Pew10LPARY MA7*10 . Tlx OONRNP• OF TM DIUwON FACRAR CORTAOI GONF IdL AMDRRI FIOYAL•F!D 0•'a.B1AiiO.i ANR OWmgR» tW, -.^ MMON IC OR ODTImuPLa1 w T rAWe, OR NR OF T CDXnWM COKPAMW THCRZE. 01 .nOCM1T PRRIUOm MY.000YBI HwRJ N "Y W WAwnL MSE wTznN AEC COPYPUGHT 0 2020. JACOBBGN NOMEA OArM HAMOR FLORIDA, ALL RIGHTD RGGERYGD. PRWRm TO THIS R=PMKT POR •lCCO(O PLMIF -• ONLY AND MALL NOT Be •CAWRA CORIM OR 011KIMIFC RCRORICCO ANDIOR 0111 VTCD TO OTNCI• POI) ANY F01F0•C TPDIIOIR CKFIxM WRIMM AVTMORRAT'ION FROM 4ACDC2CM NONE•- TDD PRAW20 ►ACrA•C AND ALL TT• CORICWM ARC TM COICLVaM PROPCIITY OF JACOCOCN NOMM ALL NOM ItIAM C0. 001IMII R =0 IDw<�jl ANY ADDRtON(81 AND/OR THE ReADN IN WHICH AN ADDITIONIH ATTACHD:8) TO THE HOST �TRUCTUIE 18 THE DOLE RearOWIDILIiY OF THE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITION ROOF SHEATHING FASTENED TO TRUSS WITH MIN. 7/1611x1 3/41W6 GO. STAPLES 0 3" O.C. EDGPS AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 52" MINIMUM. I�I�DESIGN LOADS FOR TRUSSES SPACED • IS" O.C.' TCLL • 30 PSF TCDL • 10.5 PSF BCLL 0 PSF BCDL 10.5 PSF LISTED TRUSSES DESIGN MAY VARY ROOF/tia1EARANSA{T'Bq VT PLYWOOD SHEATHING RM9 WITH METAL ROOF R-30 INSULATION (BLOWN IN ROOF CAVITY] 2x6 SPF A3 MINIMUM (SINGLE] TOP PLATE (STUDS 0 16" O.C. TO ALIGN WITH _ TRUSSES - W 11/2" MAX. OFFSET) 2x6 SPF d3 MIN. WALL STUDS 0 16" O.C. ,TYPICAL) LAP/STUCCO/HAR D I. (TY P.) 2x6 SPF 03 MIN. BOTTOM PLATE REFER TO NOTE AT OTHER SIDEWALL PERIMETER AREA TYPICAL 1-BEAM PIER (PROVIDED BY OTHERS) TIE -DOWN STRAPS AND ANCHORING DESIGNED AND INSTALLED BY OTHERS. FLOOR I...1.H I D12 INCHES 11 N DIsrANc 90OF PLOGR 1NCH.. A�<OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE. SPECIFIED HEREIN, IS 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 Is' APA ORTECO RATED EXTERIOR SHEATHING OW) WHIN FOUNDATION PLANS ARE DM51GNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY . WITH WEATHER RESSISTIVE BARRIER FINNIISH WRH LAPISTUCCOHARDI(TYP) APPROVAL AGENCY(SI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RISPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEGUENTIAL PERFORMANCE OF THI SUPIRSTRUCTURCS STRUCTURAL COMPONENTS AND SYSTEMS RCLATING THERETO. E P IyLG- 2x6 SPF 13 MINIMUM p0.510N 0.00 PERIMETER RAIL TEAM TOP (W/0 RIDGE BEAM) 11NUM P7.1'O�pOL 09 MPH N CE �ypVp R ve RIDGE BEAM ITYP.I VENTILATION PROVIDED UPPER FOR PCHANG VET PROVIDEVQRRC1Ff BgRB.DRNOV810EAN85'If5 REQV (TOTAL FOR HOME) SL pA°�Y}1 N0.' SP,W 119 WHERE REQUIRED -�' ., l � 0 SQ FT. •UPPER VENTS PROVIDED B7 - p6I°°'[L 2.44 SO. FT. TOTAL (INCLUDES FRONT 6 REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW] tNp T"pEEN,,gyY at WtL'Ol1`�.9SR'p< OF`•0 Q'RV,O�9i 19 • (,CO SHINGLE ROOF (TIP.) EXTERNALFIBERGLAFIRE IN CLASS A; Y AV' C Nl1 P10LE 9Y1'- ASTM D318; 05062 • TYPICAL TRUSS MAY BE HINGED OR FIXED TEXTURED 1/2v GYPSUM (TYP.I 2.4 SPF E3 MINIMUM WALL STUDS 0 16" O.C. (TYP.I II II UNIT WIDTH VARIES ISEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2x4 SPF 03 MINIMUM MATING WALL TOP 6 BOTTOM PLATES 2x8 SPF A2 0 16" O.C. (TYPICAL) FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED I I R-19 [REG. P.E.1 BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION ITYP.1 _1/� VAPOR BARRIER REWD - SEE NOTE 5 BELOW r-J� SINGLE 2x8 SPF 02 (ON -FRAME) PERIMETER [MATING LINE) FLOOR JOISTS ITYPICALI (EACH FLOOR SECTION) FLOOR VADTH .-A. BPA N GIST - TO EDGE OF FLOG 1RRNL� gyp pig mor I 1>e luexes Ba.a I...1. leas IN.... '. T �Q � : tOS&S ®N R R (R 7R�7 sCALE: Nis r AIR SPACE MINIMUM BAFFLES REQUIRED 2x4 ROOF PERIMETER RAIL -------- ADD -ON PAVE - PER _________________ CONSTRUCTION MANUAL CEILING BOARD ASTM 4 CSA 123.5-98; BLOWN INSULATION TYPICAL INSULATED ASTM D3161, CLASS F; 2i-AYERB OP MINRIUN ASTM D7158, CLASS H la MT 101 MUAI.� A/C SUPPLY SYSTEM. NYC MEA 130-85-M BAFFLES REQUIRED INT. WALLBOARD - HVAC SIZE, LAYOT, VENTILATION PROVIDED FOR LOWER BOX OF ROOF SECTION: 6 LOCATION MAY VARY 4.41 SOFT. LOWER O'HANG 8 EAVE VENT PROVIDED [FRONT 6 REAR OVERHANGS) • 0 SQ.FT. LOWER VENTS PROVIDED BY - 0 NUM. OF 50 SQ.IN. ROOF VENTS REVD [TOTAL FOR HOME) _______ � 4.41 SQ. FT, TOTAL ]INCLUDES 0-HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BEL01N) __-_ ________________ CEILING HEIGHT 9:-On ]TYPICAL) BOTTOM (TYPICAL) OR RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE 2.4 SPF 03 MINIMUM WALL STUDS 0 16" O.C. ITYP.I TOWN ON THIS CLARITY TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE 3/8" MINIMUM GYPSUM 19/32" OSB OR PLYWOOD BOARD -CLASS B' FLOOR DECKING (TYPICAL) FRESH WATER SUPPLY ITYP.) ELECTRICAL ITYP.I � BOARD IT7PJ ACCESS FOR SHOWER AND/OR TUB SWIVEL I�( REMOVABLE P•TRAP IS THROUGH BOTTOM BOARD I I DO [WHEN APPLICABLE ONLY] MATING LINE PIERS ARE LOCATED AT -III 64" O.C. MAX. SPACING AND AT ALL III- _ COLUMN SUPPORT LOCATIONS. COLUMN PIE: I P.E.RTOSACCOMMODATE ALL LOADSHALL BE DESIGNED BY A IMPOSEDI - AT THE COLUMN LOCATIONISI. ALL OF THE TIE -DOWN STRAPS AND ANCHORING SYSTEMS _ ARE DESIGNED AND INSTALLED BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. ^ �• UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTH(S). ^ Im• THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A S1TE BUILT PERMANENT (j FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED -' [SHOWN AS TYPICAL DOUBLE WIDE 2010", 24'-W 26"0", 2810', 29'-0" 6 3210" INCLUDED) NCiES: 1. ALL STEEL MUST COMPLY WITH ASTM A-36 (36 KSI MINIMUM). 2. ALL LAO SCREWS MUST COMPLY WITH ASTM A-307 ROOF SYSTEM SQUARE FOOTAGE 842 50. FT. • • 2.81 50. FT. TOTAL REQUIRED VENT (TOTAL UPPER 6 LOWER) 300 [w/ VAPOR BARRIER) 300 TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 SO. FT. UNCLUDES VHANGS AND VENTS) 2.44 SOFT. UPPER O'HANG VENT PROVIDED 0 SOFT. - UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 SO.IN. UPPER ROOF VENTS REQ'D ]TOTAL FOR HOME] MINIMUM UPPER VENT REQUIRED 1509 OF THE TOTAL): - 1.4 SO. FT. (TOTAL REQ'O VENT x 0.501 DIFFERENCE BETWEEN REOV 6 ACTUAL: 1.04 SC. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED: • 4.41 SO. FT. (INCLUDES O'HANGS AND EAVES) 4.41 SO.FT. • LOWER O'HANG 6 EAVE VENT PROVIDED 0 SOFT. • LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 BOLIN. LOWER ROOF VETS REO'D ITOTAL FOR HOMEI MINIMUM LOWER VENT REQUIRED 160% OF THE TOTAL): - 1.4 SO. FT. (TOTAL REO'D VENT x 0.50) DIFFERENCE BETWEEN REQ'D 6 ACTUAL: • 3 SQ. FT. PASS ROOF V" MC �1,I#, SCALE: N1'S STD. WINDOW OPENING - TOP ,'% TYPICAL 7/16" APA OR TECO RATED EXTERIOR SHEATHING ITTP.) W/ WEATHER RESISTIVE BARRIER SEE PRODUCT APPROVAL "it WHEN 8/N SHEATHING 10 RM'D R-19 BA TT INSULATION IN WALL ITYP.I SINGLE 2x8 SPF 02 ION -FRAME] PERIMETER ISIDEWALLI FLOOR JOISTS ITYPICALI _ FLOOR LEVEL OLOv PORCH FLOOR DECKING BYHEN APPLICABLE) -0'-3 3/B" 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 OTHERSI. 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. \-VENTED SOFFIT EXT. SHEATHING SEE APPROVED STRUCTURAL PACKAGE FOR WALL AM SPACO)DOWL IP114 SCALE: PIPS Lrml� SHEARWALL SPECIFIC INFORMATION OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILS] OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT IWALL SECTION). THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DPAD 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). ON -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE 151 FLOOR JOISTS LOCATED BELOW THE SHEARWALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/] -BEAM IN THE FRAME. GRADE 7- DETERMINED BY BUILDING ELEV. (ON -SITE, BY OTHERS) _ q2" - PERIMETER BLOCKING 15 LOCATED AT F 64° O.L. MAX. SPACING AND AT ALL OPENINGS IN THE SIDE -WALL GREATER THAN 48". ALL TIE -DOWN STRAPS AND ANCHORING SYSTEMS ARE DESIGNED AND INSTALLPO B7 OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED STAGGER JOINTS 32" O.)MIN. PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED SIDEWALL ITYPJ B7 AN ARCHITECT OR REGISTERED P.E. [B7 OTHERSI. 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 BT THE REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. A� �J���p 3 ROOF S140AI H[XI�IO� �14' SCALE: tJPis This item has been digitally signed and sealed by Michael G Tomko, "OFF FRAME UNIT-. THE FACTORY TRANSPORTATION CARRIER IS P.E. On 7/23/2020 ImO� 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 15 sealed and the signature must be verified on any electronic copies UTILIZED AS A STRUCTURAL COMPONET Cr FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. CONSMUMON SPECIFICA1R41NS: TOTAL. NUMBIR OF A—-: sreR MODEL IN. NUMSER OFDRAKI AXLCS: 1 DRAKE AXLE IN. FLOOR JOISTS: 2.8 SPP .2 FLOOR INSULATION: R-19 CHASSIS 1-BIAM HEIGHT: B HITCH TYPO: REMOVABLE FLOOR DECKING: ­­1 OR. OR PLYWOOD FLOOR COVERING: LINO/TI-CARPET / /DOORS / FLOOR JOIST SPACING: I.• O.C. PORCH JOISTS: NA PORCH DECKING: NA WALLS WINOOWs - EXTERIOR STU05: Po- 2.1 SPP Fa BOTTOM PLATE IEXTk 2.6 SPF .B WINDOWS: ••IMPACT•• SERIES WALL INSULATION: R-I. TOP PLATE II.TJ: 2.9 SPP .B EXT. SHEATHING: 7/16° APA OR TIC. RATIO EXT. DOORS: STIEL - FOAM CORD ISCLID OR W/ GLASSI INT. DOORS: HOLLOW CORE OR EXT. WALL iFINISH: LAP/STUCCO/HA1t11 ITYPI ROOFING: SHINGLES OR MITAL ITYPJ COILING: TEXTURED 1/2° GYPSUM ITYPJ ROOF INSULATION: It - SHUTTERS: NOT STRUCTURAL IOPTJ ROOF SHEATHING, 7/161 APA RATED TRUSSES: LISTED (CA = TRUSS UNIVERSAL FOREST PRODUCTS TRUSS SPACING: ]DUCTED RETURN AIR SYSTEM) A/C TYPE: REFER TO ENERGY CALCS MIN, SEER, RIPER TO ENERGY CALCS RISER: 12 E OF RISER DROPS: I HIAT TYPE RIPER TO ENERGY CALCS UNIT TYPE: REFeR TO ENERGY CALCS RETURN: I.- E OF RETURN DROPS: 1 RESTROOMS /OTHER NPOgMA NUMBER OF (BATHS: N 2 • OF ACCESS15LE LAVE: MEDICINE CAD. W/ MIRROR: 2 • OF WATER HBATEs. I • OP ACCISSIDLE BATH 5: 0 P OF STANDARD WATER CLOSETS: 2 / MEDICINE CABS W/ LIGHT: O WATER HEATER SIZE: 4O GALLON • OP STANDARD LAVE: • OF ACCIS.IBLE WATER CLOSETS: 0 MIRRORS: O WATER HEATER TYPE: ELECTRIC AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: tuBnVaoN N:Ma. Law O PpPROVep "w"' omPRRAMB 17o MPH 7-23-20 ? MxBA.w . NO N I. PEET JACOB9 EN ���4ti AGE m � 20 PIPMLP-3512 A. � •ernox esiw : , , : a L •R. ercnncAUY O:e,m• •T..e •rr.wen COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 61H EDITION s_ No 63802 .6R 4444111Isis% ® _$ (y Y Ry CQ 9 IE o 4M QIESTERDIL EUKKM,W 46BI6 Iv4 264-0 0 0 z a REVISIONS Q BY In ]DRAWN: D.W.H. CIECIGD: M.T. DATE- 711//2020 SCALE: 3116- - fro, SHEET: 14 OF 15 WM Expoauro D DWS, WO MPH MODEL: MOD-1843 TIl6E DCTAIS AND IR.W ARe COI✓rmEMiEAL AID PR09RETART YATEDNIA TIE mNm(IR a YID• oRA1BDR rAO:ARC CONTADI CQ4•IDENRAL AIDAR navaESCO O4°aISIAnON ANT IRYVIIgR1O9 Ole, CarTDIA DaaDRUD• w ODiTIDeImOH Or T� rAalYe, al ANr Or TI! DONreNn cONIAO® THeIEO� 01 6TRfcllT rR0•®nta 6Y JAWR6d Hpe6 AND wT Be uNUMIu. T1EERe EUTCON✓1 AI@ COPYRIGHT © 2020. JACOE8eN HOMES, DAPETY HARBOR PLORW.% ALL RIGHTS REBeRVM, PROVIDED TO THE RGCVENT FOR SPEDIPID PVRr06C8 ONLY AND R/1NL NOT Be RCANNM COP®, ON UPIE00GPG R17R0011DTD NEAR N6TR== TO OTIEII! PIRI ART PIRDO4e WEITHOET CKPIM" WRITTEN AYTIDRQATWN PROM JAWB6eH HOIIFi T/DR DRAW'DA PACKABE AND ALL In CORTINIM ARC THE EXCLAIM IM PRMM" OF JACOBSEN IIOECA ALL ffl N RGSBRVEO. COrfl%E T 2020 IDOO� ANY ADDITIONO{I ANO/011 THE AREA(BI M W41CH AN ADDITION151 ATTAC TO THE NWT GTRUCfURE p THE SOLE ReWMIDILITY Or THE �N1ITACTgI OR RETAILER WND INSTALLED THE ADOMOK ROOF SHEATHING FASTENED TO TRUSS WITH MIN, 7/16"xl 3/4"AG Go. STAPLES 0 3" O.C. EDGES AND FIELD OR PER CONSTRUCTION MANUAL, STAGGER SHEATHING SEAMS 3,21' MINIMUM. Lofic� DESIGN LOADS FOR TRUSSES SPACED • 16" O.C. TOLL 30 PSF TLDL 10.5 PSF BCLL O PSP BCDL 10.5 PSF LISTED TRUSSES DESIGN MAY VARY RWITH TAA: ROOF 3iJ •• 1/1P PLYWOOD SHEATHING READ WITH METAL ROOF •• R-30 INSULATION (BLOWN IN ROOF CAVITY( 2.6 SPF 03 MINIMUM (SINGLE) TOP PLATE (STUDS 0 16" O.C.TO ALIGN WITH TRUSSES - w/ 1 1/2" MAX. OFFSET) -_-_- 216 SPF R3 MIN. WALL STUDS 0 161 O.C. ITYPICALI LAP/STUCCO/HARDL. ITYPJ 2x6 SPF G3 MIN. BOTTOM PLATE FO R FOR SIMG PURPOSES ONLY III (FRAME REMOVED BEFORE INSTAL ADON) -1*1 w11TH 11- sPAnuo III-11 To eooe or FLOOR 12o IN_. s2 wc.es 1n IucHes I60N [O PLANS ARE WHEN FOUNDATION DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, IS NOT EXCEEDED. APPROVAL AGENCYISI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF T.E BUILDING PLANS SHALL ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR C.NSEOUENTIAL PERPORMANCB OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATINO THERETO. OF PNG� 2x6 SPF P3 MINIMUM TOP FOR UPPER 5OX OF Roop SECTION: F METER RAIL ITYPj PV1'Owp61•�QpbP EF RIDGE WBEAM RIDGE PBIEAMI VENTILATION PROVIDED UPPER VENTS PROVIDEG VENT D BY PROVIDED I RO NNUM. OF SOVSQINNROOF VENTS REO'D (TOTAL FOR HOME( L "1R111N 51-pP QlNZ►1)� WHERE REQUIRED M �ROOF,n P01'Y1Y9'.ROH O WSW 2.44 SO. FT. TOTAL IINCLUDES FRONT 6 REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW( TYPICAL TRUSS \\� MAY BE HINGED OR FIXED \r11�1 TYPICAL INSULATED A/C SUPPLY SYSTEM. TEXTURED 11211 GYPSUM ITYP.)J 2x4 SPF 63 MINIMUM WALL STUDS 0 16" O.C. (TTP.I UNIT WIDTH VARIES (SEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2.4 WALL TOP WALL5 MINIMUM SPF BOTTOM PLATES � 2.10 SPF d2 OR OPEN 0 16" O.C. (TYPICAL) FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED R-19 (REG. P.EJ BY -OTHERS FOR ON-RASITf RFOnMnrP INSTALLATION. BLANKET ­ INSULATION (TYP.I DOUBLE 2x10 SPF d2 (OFF-FRAMEI PERIMETER (MATING LINEI FLOOR JOISTS (TYPICAL] (EACH FLOOR SECTION( A7■��� �.^'Fali ®Ss-S"MN pis SCAU: MS HVAC SIZE, LAYOUT, 6 LOCATION MAY VARY BOTTOM (TYPICAL) OR RIDGE BEAM SHINGLE ROOF ITYP.I FIBERGLASS SHINGLES: EXTERNAL FIRE - CLASS A; ASTM D3018; ASTM D3462; CSA 123.5-98; ASTM D5161, CLASS F; 2-LAYERS OF MINIMUM ASTM D7158, CLASS Hi 30# FELT (OR EQUAL) TX� NYC MEA 130-83-M 2.4 SPF 03 MINIMUM WALL STUDS 0 16" O.C. ITYPJ O___----- TRUSS NOT SHOWN ON THIS SECTION FOR CLARITY TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE 19/32" OSB OR PLYWOOD FLOOR DECKING ITYPICAL) FRESH WATER SUPPLY ITYPJ ELECTRICAL ITYP.) BOARD (TYPJ ACCESS FOR SHOWER AND/OR TUB SWIVEL REMOVABLE P-TRAP IS THROUGH BOTTOM BOARD (WHEN APPLICABLE ONLY( dv_ UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTHN. �TnoTD 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 ISHOWN AS TYPICAL DOUBLE WIDE 20`0", 24'-0" 26'-0", 28'-0', 29'-0" L 32'-0" INCLUDED) ROOF SYSTEM SQUARE FOOTAGE 842 SO FT. 300 2.81 SO. FT. TOTAL REQUIRED VENT [TOTAL UPPER 6 LOWER) 300 1w/ VAPOR BARRIERI TOTAL UPPER VENT ACTUALLY PROVIDED: 2.44 SO. FT. [INCLUDES O'HANGS AND VENTS) 2.44 SOFT. UPPER O'HANG VENT PROVIDED 0 S PT. = UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 SQIN. UPPER ROOF VENTS REQ'D ITOTAL FOR HOME( MINIMUM UPPER VENT REQUIRED (609 OF THE TOTALI: 1.4 SO. FT. ITOTAL REDID VENT x 0.501 DIFFERENCE BETWEEN REG'D L ACTUAL: • 1.04 PASS TOTAL LOWER VENT ACTUALLY PROVIDED: 4.41 50. FT. (INCLUDES O'HANGS AND EAVES( 4.41 SO.PT. • LOWER O'HANG 6 EAVE VENT PROVIDED 0 SQ.FT. LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SQ.IN. LOWER ROOF VENTS RECIV [TOTAL FOR HOMEI MINIMUM LOWER VENT REQUIRED 150% OF THE TOTAL(: 1.4 SQ. FT. ITOTAL REQ'D VENT x 0.501 DIFFERENCE BETWEEN REO'D 6 ACTUAL: 3 SO. FT. PASS ROOF VOW CAJLC �'�� SCALE: Nils L, 1. ALL STEEL MUST COMPLY WITH ASTM A-36 156 KSI MINIMUM). 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS. V AIR SPACE MINIMUM _________________ CEILING BOARD BLOWN INSULATION INT. WALLBOARD - 2x4 ROOF PERIMETER RAIL ADD -ON SAVE - PER CONSTRUCTION MANUAL VENTILATION PROVIDED FOR LOWER SOX OF ROOF SECTION: ✓�-\ 4.41 SOFT. • LOWER O'HANG 6 EAVE VENT PROVIDED (FRONT 6 REAR OVERHANGS) J VENTED SOFFIT: • 0 SQ.FT. • LOWER VENTS PROVIDED BY - 0 NUM. CF 50 SQ.1N. ROOF VENTS REO'D ITOTAL FOR HOME) ` EXT. SHEATHING UUU • 4.41 SQ. FT. TOTAL (INCLUDES OHANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW) CEILING HEIGHT 9,-p„ SEE APPROVED STRUCTURAL PACKAGE FOR WALL LC (TYPICAL) Am SPACO STD. WINDOW OPENING -TOP -� 6'-ID11 TYPICAL !' �:,���[ �y�. SCAL6: bm 7/16" APA OR TECO RATED EXTERIOR SHEATHING (TYP.I W/ WEATHER RESISTIVE BARRIER VPRODUCT APPROVAL PON WHEN 6/S' SHEATHMG IB It= PRODUCT APPROVAL WHEN %IS REQUIRED R-19 BATT INSULATION IN WALL ITYPJ _ ,L FLOOR LEVEL \ PORCH FLOOR DECKMG 7L (WHEN APPLICABLE) -0'-3 3/e" TYPICAL SEE CONST. MANUAL 4. ALL FASTENERS INTO TREATED LUMBER SHALL Be APPROVED FOR INSTALLATION INTO TREATED LUMBER. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REQ'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. GRADE DETERMINED BY .11 LOINS ELEV. (0, SITE, BY OTHERS) LOOK SHEARWALL SPECIFIC INFORMATION: OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILISI OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT IWALL SECTION). THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL 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 AOEQUATE 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). OFF -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. 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 11211 BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 "2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. A This item has been digitally signed and sealed by Michael G Tomko, "OFF FRAME UNIT": THE PACTORY TRANSPORTATION CARRIER IS P.E. On 7/23/2020 LWO REMOVED FROM THE STRUCTURE DURING THE BUILDING'S INSTALLATION. Printed copies of this document are not considered signed and `OW "ON FRAME UST": THE FACTORY TRANSPORTATION CARRIER IS LEFT ATTACHED TO THE STRUCTURE AND IS sealed and the signature must be verified on any electronic copies UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. •6®Rtll.7lJIiVv1A ON a7OWFICAA DNS: OFP-PRAME TOTAL NUMBER OF AXLES: 3 IN. NUMBER OF BRAKE AXLES: 1 BRAKE AXLE MIN. PLOD R JOISTS: 2x10 SPF EI OR OPEN FLOOR INSULATION: R-IS CHASSIS 1-BEAM HEIGHT: I. HITCH TYPE: REMOVABLE FLOOR DGCRING: 19/>1 05B OR PLYWOOD FLOOR C­[RING: LINO/TIL[/CARPET FLOOR JOIST SPACING: 16• O.C. PORCH JOISTS: NA PORCH DECKING: NA WALLA / w1NO0w6 / OOOR6 - EXTERIOR STUDS. 1Np2 O SPF .3 BOTTOM PLATE IBXTJ: 2x6 SPF .> WINDOWS: ••IMPACT•• SERIES WALL INSULATION: R-1S TOP PLATE IEXT.1: US 611 .> EXT. SHEATHING: 7/I6• APA OR TBCO RATED EXT. DOORS: STEEL - FOAM CORE INT. DOORS: HOLLOW CORE (SOLID OR W/ GLA5I) GXT[RIOR AND ROOF [NFO E.T. WALL FINISH: LAP/STUCCO/HARDL ITYPJ ROOFING: SHINGLES OR METAL ITYPJ CEILING: TEXTURED "r GYPSUM ITYPJ ROOF INSULATION: R->0 GHUTTBRS: NOT STRUCTURAL (OPT.) ROOF ..LATHING: 11- APA RATED TRUSSES: LISTED (CALC'DI TRUSS TRUSS SPACING: I.- O.G UNIVERSAL FOREST PRODUCTS IDUCTED RETURN AIR SYSTEM) A/C TYPE: RIPER TO ENERGY CALLS IN. SUER: REFER TO ENERGY CALLS RISER: 11 P OF RISER DROPS: .GAT TYPE RGPGR TO ENERGY CALCS UNIT TYPE: REFER TO ENERGY CALCS RETURN: 20X25 F OF RETURN DROPS: 1 R[STROOMS /OTHER INPORMATION NUMBER OF BATHS: 2 4 OF ACCESSIBLE LAVS: O P MEDICINE CABS W/ MIRROR: 1 OF WATER HEATERS: 1 . OF ACCESSIBLE BATHS: O P OF STANDARD WATER CLOSETS: 2 • MEDICINE CABS W/ LIGHT: O WATER HEATER SIZE: 40 GALLON • OFSTANDARD I-.: 2 P OF ACCE551BLE WATER CLOSETS: P MIRRORS: O WATER HEATER TYPE: ELECTRIC .AREA RESERVED FOR LISTING .AGENCY APPROVAL STAMPS: I SPDPHDJ�3-�20 30 FEET JgCOObSEN 40 PSP20 PSF MCP-3512PwD,H`�N`,°,":awn•" e;°",,, .«u °�s° �.,.R:NRN ,wD�;man°• %% . ...rlf�� I- a ••EIY3� •••�O a 63802 ig y, ... Gv olt w Nz � 476T QDS19U DA. E nxxuff, 94 4=6 (37H 36f.O7as GG � i g G�Y r 00� DRAWN: D.W.H. CHEWD: M.T. DATE: 7/712020 SCALE: 3n6E • P-Q• SHEET: is OF 1.5 WEE: Exposure D DWS: 170 MPH MODEL: MOO-1843 TI DETAILS AND PLANS ARE CDNFID UAL AND PROPRIETARY INTCR44•. 7NE CONTENTS OF TRUE DMWOS FA 0wrADI cwvw MTUL AND" PRTOL•N �TJOIL ALIT � BGF CDFTOS, OOQA6IRE, OR DSTI®Yf10N OF THS FACIA006 OR ANY OF THE CDHRNTS CONTADIED TNGREM, Y STRICTLY PROHIBITED By JA0006M NOIIS M MAY SE IM-ANT4. THEM IMTWNA Ala' ►RWDW TO THE RMWIENT FOR SPECIFIC FIRROSES ONLY AND NULL NOT BE .GAINED, COPIED, OR OOICIWL! REPRODUCED AMM DISTRmYRD TO OTHEPS FOR ART PMO'OSE WITWT EXPRESS WRITTEN AOTN TION PROM JACOBSEN HOLES. THIS DRAWMG ►ACENG AND ALL ITS OOMTpRS ARE THE EXCLUSIVE PROPERTY OF JACIMM NOLIFJ. ALL RIGHTS RGGMVG0. OWM NT 2010 COPTMGHT © 2020, JACOBSEN HOME8, SAFETY HARI AR FLORIDA, ALL RIGHTS RESERVED. Wind Eauivalenc Vult = 170 mph MRH = 30 feet Exposure = D 7-23-20 ? fA gRTU PP Pult = WL = Vult2 * 1.66 * C Pult = WL = 28900 * 1.66 * C Pult = WL = 47974 C Pasd = Pult * 0.6 Pasd = 47974 C * 0.6 Pasd = 28784.4 C Vasd = MRH = 30 feet Exposure = C Vasd = sgrt ( Pasd / 1.4 ) Vasd = sq rt ( 28784.4 C / 1.4 ) Vasd = sgrt ( 20560.2857 C ) Vasd = 143.39 mph Construction - use design of Vasd = 150 mph MRH = 30 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 30 feet Exposure = D Jam bpr P,jo e� 4 t, W.4A F-9 ON wsq &Ams. 's-offluf Ran t*Sotis. OAvem tcO�� lz,:Mip 0 /I 07-23-20 X z 'Wdy H4b�ry FL 3405 RUM , a6ufkLwcr Mr Solfmbtr M1022 R T E R god y H&W, to Tbto. 1�m arfl " 'eirate KmM 9 ks&it: m& t&hyear. i4o Ymm culfto" ks noplivtd IV than-vtdrs , fr" t N 5'�it vyou VO r&-dv 0 6 A� 6aia f ilcock raial gmrsto b the gai 041"e CaraL If vao bmft,g lam lmeia� MCP-3512 MCP-3512 ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: D Mean Roof Height: 30 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: Category/ Subcategory• Manufacturer Product Description FL Product Approval Number(s) 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-137 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-R9 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-R2 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door . FI 15326.9-R2 B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-R4 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-113 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-113 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R8 Single Hung " Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R8 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R8 2017 CODE VERSION July 17, 2020 Pass / Pail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES Category/ Subcategory :. - Manufacturer Product Description `FL Product Approval Nurnber(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.6-114 Siding Plygen Vinyl Siding FL 24058.1 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-113 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R1Q Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass Fail. PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category/ Manufacturer Product Description Approval Subcategory Number(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 M iTek GP Tube (self flashing) 10", 14" or 21" Coil Strap Coil Strap Metal Strap Truss connector plates GP -Lam FL13488.10 - R5 Local Approval Constellation Tech. Report - A131394 FL 2197 - R6 I FL 2023.1-116 Pass / Fail PASS - INT/END ZONES PASS - INT ZONE ONLY I PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES CONSTELLATION TECHNOLOGY* 0,'Lo>rl Almlyd ' C�Iji Services Lalwatory RoAd.,. Suite too Laq,yo, -fldri44�3777-1452 Tbl4Php,ji,e 72-71547.0600 Toll Free 800.3,3;5,7335 i- Fhx,721-7i,545, Clidut. HWC & Associatds Clentact: Zin Lyons ffiilbomWerner, C-Artdr- &A—ssoe�,, fbe E-Wift. j! y.640&ween &j com 14527 South MyTtlr---Mrpn-= Qqarwawr L SV,556 Sample Description; Ten!§ilo, Sam&s Par,t 4-f* 169329, Lot #t Date Received: 6/21-120-13 DAwRepor-to-11: 6/2412613 In -Scope Teat. Wteth6ds: Tensilo (ASTM ES) A-walYst., AonOd Jackson Dt'sdussion; Four hurricane straps galv. 1-114* x,.ZV--'x 0.03,5", P/N 169528'(weie received to deterinine . I 't, the tensile and. yield strengths- The straps were, tested at -their -full width and thickness using a Tinius Olsen LoCap tensile fester With a3%000-pdah"d load, cell, cali4ration due 10,11-4/13. Results: Wwj -- T6nsik. results,. Specimen Widtli 'Thiel�ness Peak, pea'.€ 'StressI .1; Y&A . d., Yield Sfirength Elongation 2 I.!,Sw 1.24:9. 0:03Z0- .0; 70, , 0� 53,7& 1 $1 -30 116j407 , 11W42 5025, 110i931' 11-04173 4 4.5 1.2149, 0.03,75 5 P-33 1 113 $,200 4 —3 4 1.250 Q-045 3,55:1 To NT-4 R,qigromgrdk Mib iffdkdted WMI,Itflfs are Wal-cot ded 110 TOSUILs offl-y f4tc; to t1W .�Moja ar'ii ;d, The 'o -Wk, Kqpmthe SGPPP /Kuthor.-Ii-mild a ��qh Apprm0d. W19* -T1 E. Sw 4D Uvoi: III MT -49031 Whirr ind ic4itod,-the above -tcstingis accrodifcd bythe Amcd Ck"iaal 01.01 MeamAeal Tc—AinSFWd— A-2LA Gar'firjeate S 1171.02 10, 1- ITM03. page I of f A=cdft4VoTL, for Laboratory Acurvditgtion 7-23-20 E R 1' CONSTELLATION TECHNOLOGY Measurement -Analysis - Solution 'Pest 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 — A19OU19 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 s Area (in) Tensile Tensile strength, Yield load' Yield strength Elongation load (lbs.) o 00„ ) (psi)(lbs.) (psi)(/o) 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 1/8/2019 Author: Katherine Flynn, Ph.D. Approved: William E. Swartz, Ph.D. Date Senior Materials Scientist President/CEO PppROVEO '0 7-23-20 N Page 1 of 1 Job Truss Truss Type Oty 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 3-11-4 3-1-4 4WII 2.7542 4X4 3 Aa t o II Tt \ Alt. Cantilever Detail v 2 4 U5 7 oT -- B, 7 5 5 7x3 II 2.5.4 11 5x6 = 4-0-8 3-11-4 1 3-1-4 11-1-0 5 0 to 3-0-0 Cantilever REACTIONS. (lb/size) 1=264/0-5-8 (min.0-1-8), 5=596/0-3-8 (min.0-1-8) Max Horz 1=333(LC 5) Max Uplift 1=-306(LC 5), 5=-879(LC 5) Plate Offsets X,Y -- 1:0-5-2,0-0-7 , 3:0-1-12,0-1-12 , 5:Ed e,0-4-4 , 6:0-2-12,0-1-4 , 7:0-1-12,0-0-8 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 FBC2017fTP12014 Matrix-P Weight: 46lb BCDL 10.0 BCDL 1,5.0 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 PpPROV£o Max Horz 1=333(LC 5) Max Uplift 1=-552(LC 5), 5=-633(LC 5) FORCES. (lb) - Maximum Compression/Maximum Tension o 7-23-20 TOP CHORD 1-2=-710/975, 2-3=-706/1130, 3-4= 41/9, 4-5=-58/161� e 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 �FR NOTES- TER Pyyo tt r,,#1 1) This truss has been checked for uniform roof live load only, except as noted. +tit 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph @24in o.c.; TCDL=4.Opsf; BCDL=4.Opsf; (Alt. ►` � e �F•R 180mph @16in o.c.; TCDL=6.Opsf; BCDL=6.Opsf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS � C...•�G E INS •,�'Si� ��� (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions w •• �. u• .� shown; Lumber DOL=1.60 plate ripDOL=1.60 +� '. *' No5624 3) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. R * ; _ w 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle �_ ';'— 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint • .• FATE O F .��411 1 and 633 lb uplift at joint 5. �� + 6 Based on: M699402 f �•.� i" * �? +�' ��r,•' 7) Revision: Added 3-0-0 cantilever • i 1 •'• �� �.� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document, not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination I e.#4firt1111f illst00 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING Verify design READ NOTES UFP Industries, Inc. 2801 EAST NE - RAPIDSBELTLI, parameters and MI 495RD, PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and Is for 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:\supportWitekSupp\templates\ufp.tpe One or Two story loading Jacobsen Homes - M1843 matewall overhang 7-23-20 � N ti W M G T 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 SpeedASD = 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 plf 74 plf Live Load 128 plf 99 plf BC Live Load 0 plf 0 plf Wind Load -276 plf -219 plf Ext Wind Load -383 plf -271 plf Dead + Roof Live 224 plf 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 plf -109 plf 1.6 Ext .6Dead + Wind -325 plf -227 plf -203 plf -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 plf 247 plf 247 plf 247 plf 1 Load Supporting Roof and One Floor Sidewall Matewall Dead Load 185 plf 163 plf Dead + Roof Live 313 plf 262 plf 272 plf 228 plf 1.15 Dead + Floor Live 383 plf 361 plf 383 plf 361 plf 1 Dead + .75(RL+FL) 429 plf 386 plf 373 plf 335 plf 1.15 .6Dead + Wind -165 plf -121 plf -103 plf -75 plf 1.6 Ext .6Dead + Wind-273101111i� -173 plf ����i -170 plf -108 plf 1.6 ,0%%% ���` iE G..TO �•`,,�G•j'v�G E N SF' y4p'-• • No 63802 =� • e This item has been digitally signed and sealed by Michael G Tomko, S� ` P.E. On 7/23/2020 • Printed copies of this document are not considered signed and sealed RI •���,�� TONAL and the signature must be verified on any electronic copies ER t 0 7-23-20 2 Calculate Capacity of Strap � N Thickness of Strap = 26 ga 2F� P��o GARTER V. 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 Ibs Duration Factor = 1.6 Capacity of Fastener = 126 Ibs Maximum Number of fasteners required to use the strap capacity = 6 fasteners Capacity of full strap = 691 Ibs Number of fasteners = 5 fasteners Capacity of strap w/(5) fasteners = 632 Ibs , No 63802 6. Or • • S • �71 ; 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 14 f ()�,( <P co n U = sic`- F )� 0- /d ',') = 3�1T����� = �13 3 /bJ � /d./- C-4p o� (bpi, fe) ps, 4 a4gs x pPROVE0 �S (}• � � nlilf tar, .01.t ,sfV . � 7-23-20 N Of C � 0, Nth on o4L sid-, GARTER 1,111 G. ENgF .••�OII''' No 63802 • * r • • .e S� III •.OR1••��`,` /O N A%- ���Illlllfl��� 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 /pPRO 11 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. 0qR 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 9a. 9b. 19.0 9c. 10A1. 19.0 10A2. 15. Water heating system a) Electric resistance EF 0.93 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec% g) Other 1061. 10132. 16. HVAC credits claimed (Performance Method) a) Ceiling fans Yes 11 a. 30.0 b) Cross ventilation No 11 b. c) Whole house fan No 11 c. d) Multizone cooling credit 11d. No e) Multizone heating credit f) Programmable thermostat Yes `Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signatu Address of New Home: Date: City/FL Zip: Safety Harbor, FL 34695 6/16/2020 6:20:33 AM EnergyGauge& USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 SEE MANUFACTURER'S C❑NTRACT WITH FLORIDA DBPR FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performanc o a Project Name: MCP-3512-M1843 Builder Name: Jacobsen Homes o % - 2 3 - 2 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 1. New construction or existing New (From Plans) 9. Wall Types (1251.0 sqft.) A R� 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 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(125.8 sqft.) Description Area a. Sup: Attic, Ret: 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 a. Central Unit 34.6 SEER:14.00 SHGC: 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 sqft.) 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 1 hereby certify that the plans and specifications covered by Review of the plans and o&T14E,ST,q?� this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance' �g�' ' "_ , Q, ii���'f _= '��•�` with the Florida Energy Code. m+r'��., PREPARED BY: DATE:-16-2020 Before construction is completed this building will be inspected for compliance with Section 553.908 4!M. * p I hereby certify that this building, as designed, is in compliance Florida Statutes. ✓ ��. COD with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.78 ACH50 (R402.4.1.2). 7-23-20 2540-0660(M1843) - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 Data ••- __ Plan Appmved Fay 3CQV I' S. F.€�YACI AAoc�ui�ar f3,ail�3t Ing f'ian•� s ! x�arr�lrx�r W Florida Umnse No. SMP `12 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 0 7-23-20 - a7 0 W P Manufacturer's Model #: MCP-3512-M1843 1RTER HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 611512020 (Method & Output 9 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 IF (35 C)/ 48% and Inside reduced to 75 1-11 F (23 C)/ 50% HEATING LOAD: 17,634 Btuh based on outside temp of 17 IF (-9 C) with inside temp raised to 72 - F (22 C) Crawlspace is not heated by the primary air handier. 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 Blc 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 Us) 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 (alt 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 Brisfol,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 60 50 n 7-23-20 ? U) 833 9.69 16 479 8.90 354 7.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 833 10.16 19 RT_ER It 16 17.5 468.6 12.0 610.0 12.0 450.6 0 0 0 0 0 0 0 0 0 0 0 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 611512020 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL -I CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,634 Btuh at 17 REVD BLOWER CFM: 1,058 cfm at altitude of 40 It SENSIBLE CLG LOAD: 18,671 Btuh at 96 Entering Air DRY Bulb: 75.8 Mech. 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 #: =Blower Data 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 . � J ^ 2 Cooling Equipment S/T Ratio = 0.85 Leaving Temp = 50.6 TD = 24.4 7 - 2 3 - 2 0 O At 96F outside, Total A/C output from 22371 btuh to 25223 btuh is GOOD. Z w At 96F outside, Total A/C output from 25223 btuh to 26319 btuh is MARGINAL. Sensible Capacity is from 17040 btuh to 20302 btuh Latent Capacity is from 3196 btuh to 4893 btuh CA R T E R Mechanical Ventilation is 3.9 % of blower cfm. Dry bulb increases by: 0.8 o Wet bulb increases by: 0.4 =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at 72 F outside btuh at F outside 17,634 btuh at 17 F outside 25000 Ii —B— Draw Loa I Line and Performance Line 20000 j 15000 10000 - — - i 5000 i i o i 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheel Manufacturer: JACOBSEN HOMES Model #: MCP-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) t-reparea Dy LaSatte Alr Sysrems 0/70/LULu An rights r&dV[Ve4. his miunnauurr prvNne,a,y w LaJanC ons,w uu. anu �nvvuac..,v . ,v,v,�..a 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 m 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 Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Dining Room 101.7 4.0 37.16 0.0 0.0 0.00 Kitchen 105.8 4.2 4.26 0.0 0.0 0.00 Bath #1 52.5 2.1 1.30 0.0 0.0 0.00 Bedroom #2 140.0 5.6 10.25 0.0 0.0 0.00 Bedroom #1 170.9 6.8 12.76 0.0 0.0 0.00 Bath #2 95.4 3.8 0.00 0.0 0.0 0.00 Living Room 175.7 7.0 19.14 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 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 588.3 59.8 0.0 Ceiling Supply of Cool Air 789.5 Private Kitchen 0.0 105.8 0.0 25.0 Floor Supply of Warm Air/Floor Return 113.8 Private Baths 0.0 147.9 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 0.0 0.0 0.0 0.0 0 Total 3.0 842.0 0.0 0.0 1,058 System Ventitlation Efficiency: 1 7-23-20 � N to (dj�--r E -7- 5 -0. C I 2r 0' 41/2' V_r 41/7 r-y 41/Y 17-81/Y 5 4,� 43 160 MPHO- Vult8 (Ultimate) -31/2' IMPACT WINDOWS (CHECK SALES ORDER) 40'-0' saxAn•a HITCH O - nw 16 EXPOSURE D 40 3/r 72'-11/4' 28'-.T �•�• 16 X MRH = 30 FEET 4 IS-2 3/4' 2G-C 2i-101/Y 3C-51/Y SVffnTCV UPPER m B uW [A cA6E AIffA [AND 4 47 OVERHANGS LOWER OAB ARE 0 3011T X 601/r J0�]N 401/4' 301 X 121 r 24 I/2' X 601/4' 241/f X 601/4' tx 3 DINING ,�-- HAROreo n III 16 AYP / (�- WIRE r1L0/W II^ 1 I — i h I -- 102 n i $ moaelQ ooxr Wx oam�ew� ru mazc UNDO FL ilt 1 II �, 1 H _ �' �- rY' P I : in ` ` 1 \ flamA MPRMM. .$ p\ {A} `I� i (` T / `I p 3YY' -ram - 1 ( I 'O A` • 14) (af9'E m 12X8 ` I--J---- iil 12X�. I 6a• I _ 4 6 �I ;4.�ANP� 1 I Ip II _ o I __ J —9 PREP' I• 12X� 6 at 6• V) :1 1 1 1 IL �A}__ \ 1I jr In .�. �: ; - -� - --- ; . 8 `•�� ''��- 6 I ' ' 3 r k3 ��` 413%4 .mam _ ochILII ear ! I wttL Q 241/Y X 601/4' - . ANY � : 4" xwfi�lu ,"MWAM ••.,.au z tY•LT AMV/All O'M ,� 6 LONG 5 narmA PP AROVAL _ ( 822 , R .lox6 �- i ,IOXfi ���° 10X6 2 �'�dbi I unl HITCH Ifr X 60 14' 301/r X 601/4' 11P 5/8 TYP X DRYWALL EXTERIOR • PERIMETER AND MATING IINE PIERS ARE REQUIRED. 5 133/r •• ALL SHEAR WALLS SHALL AVE A PIER INSTALLED AT 23 9' E jd. THE SIDEWALL AND E MATING UNE AREAS, 1B' AS WELL AS AT THE END F EACH SHEAR SEGMENT. 24-71/2' •p ALL I -BEAM (CHASSIS) LOCA ONS SHALL HAVE PIERS SPEC,HEAQ�G ADEQUATE TO SUPPORT ALL IND •ALL -6' 6�-5• AND TIE -DOWN SYSTEMS ARE BY OTHERS (NOT JACOBSEN). ROOF SEC110N FOUNDATION PER FBC AbU STD. ENGINEERING PRACTICES. 6' If-10 9-01%z I 41 Y qu LaSalleBristol I Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C * RAFTERS 16" O.C. X 601/4'36-11 15'-1• if—lor r-2 TO THIS STRUCTURE SHALL BE COMPLETELY AND SHALL NOT TRANSFER AND/OR INDUCE HER FORCES ONTO THIS BUILDING/STRUCTURE >Z T MCP-3512 1D MCP-3512 30 © 6/10/2020 (VAD1H) (HEIGHT) (HEIGHT) (USA) %. (HEIGHT) PpPROVE* �� LJ 7-23-20 ? Z, 272 / gRTER 9' Shear Wall Trubutary Length Detremination One Interior Wall Jacobsen Homes - M1843 Sidewal Left Right Endwall Ridg Endwall First Interior Sidewall Length = 47.33 ft Distance of Left end to first interior = 8.5 ft . Left Porch Length = r 0 -ft.. Right Porch Length = 0 ft Left Endwall Trib : 4.25 ft First Interior Trib: 23.665 ft Right Endwall Trib : 19.415 ft E G \G�;��G E fY FO�0��. .;' * No 63802 k G Sok fi oS/ONAUtills] 0 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 '0 7-23-20 YTER Wind load Determination Worksheet � 7-23-20 N MWF Low-rise building ASCE7-10 Method 2 k Wind Speed = 170 mph Roof Slope = 4.38 /12 2F� PySo BARTER '& Exposure = D 20.050 Mean Roof Height = 30 ft Kd= 0.85 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 * Gcpf 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 = -77.55 3E = -0.69 3E load = -50.27 Load D - Interior Zone of Roof 2 =-0.68531 3 =-0.47974 B = 0.00 psf 2E load = -49.99 3E load = -35.00 One Story Shear Wall Wind/Seismic Analysis - One Interior Shear Wall Jacobsen Homes - M1843 Wind Loads MWF Buildino Values MGT Wind speed = 170 mph Exposure = D Mean Roof Height = 30 ft 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 = 4.38 /12 Sidewall Length = 47.33 It 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 = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = Total Shear Force to Endwall = First Interior Shear Values Area of End Zone of Sidewall = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = Total Shear Force to Endwall = Ri-ght Endwall Shear Values Area of End Zone of Sidewall = Area of End Zone of Roof = Area of Interior Zone of Sidewall = Area of Interior Zone of Roof = Total Shear Force to Endwall = Sidewall Shear Values Area of End Zone of Wall = Area of End Zone of Roof = Area of Interior Zone of Wall = Area of Interior Zone of Roof = Total Shear Force to Sidewall = 19.1 ft2 /side 18.0 ft2 /side 0.0 ft2 /side 0.0 ft2 /side 1204 lbs 7.9 ft2 /side 7.4 ft' /side 98.6 ft2lside 93.1 ft2 /side 4639 lbs 27.0 ft2lside 25.5 ft2 /side 60.4 ftZ /side 57.0 ft2 /side 4236 lbs 27 ft2 /side 7 ft2 /side 21 ft2 /side 16 ft2lside 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 lbs 0 lbs 0 Ibs 0 lbs 496 lbs 0 lbs 4143 lbs 0 lbs 1700 lbs 0 lbs 2536 lbs 0 lbs '0 7-23-20 ARTER It 1700 lbs 414 lbs 882���umui����i NZX�': Pao N S O4-�� i No 63802 :'k S e Sly � .. Seismic Loads Seismic category = B Sps = 0.33 Wall DL = 10 psf Roof DL = 10 psf Total W for seismic shear walls = 16275 Ibs R = 6.5 C, = 0.06346 Fx = 1032.83 Ibs F„ shear on endwalt 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 Ibs/wall 516 Ibs/wall 424 Ibs/wall 516' lbs/wall Seismic Wind Wind with 1.4 reduction 204 860 K 639 3314 236 3026 671 2622 Controllinq factors for shear wall panels _Controlling factors for Uplift/Shear Forces Endwall L--------> Wind Endwall L-------> Wind Int Wall. ---------> Wind Int Wall ----- ----> Wind Endwaif 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 Oj 7-23-20 ? N 0 —4RTER t' Co (3.5:1) = 1 "111111118#1 Total Force (wind)= 2275 lbs add 1071 Ibs N:';.\ Total Force (seismic) "1.4 = 130 Ibs * No 63602 Load Taken to Shear Wall Segments = 421 plf * _ Uplift Force at End of Wall = 3785 Ibs S1 This item has been digitally signed and sealed by Michael G Tomko, ,j� S ••. O R\ P.E. On 7/23/2020 NA1-��� Printed copies of this document are not considered signed and sealed 11ill 111 and the signature must be verified on any electronic copies Shearwall Design Interior Wall Perforated or Segmented: Endwall Length = Wall Height = Length of Full Height Sheathing (3.5:1) = Length of Full Height Sheathing (2:1) = S (co-0 7-23-10-'—' cn 39 ft ft w Q/ 8.75 ft 8.75 ft C,(3.5:1)= 1 C,(2:1)= 1 Total Force (wind) = Total Force (seismic) •1.4 = Load Taken to Shear Wall Segments = Uplift Force at End of Wall = 5710 Ibs 723 Ibs 653 plf 5873 Ibs Shearwall Design Riaht Endwall Perforated or Segmented: S Endwall Length = 21.33 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = 16.2 ft Length of Full Height Sheathing (2:1) = 16.2 It C,(3.5:1)= 1 C,(2:1)= 1 Total Force (wind) = 6378 Ibs Total Force (seismic) •1.4 = 593 Ibs Load Taken to Shear Wall Segments = 394 plf Uplift Force at End of Wall = 3543 Ibs add 1071 Ibs add 2142 Ibs ttttt11111/►��� C..C'..TO���i. .•Q N =�'��'ENSF•.•'�O��'�. No 63802 Or i This item has been digitally signed and sealed by Michael G Tomko, �OgS�ON A`t�?`� 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 Shearwall Design Top 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) = 28.5 ft .Length of Full Height Sheathing (2:1) = 28.5 ft Percent Full Height Sheathing (3.5:1) = 71 % Percent Full Height Sheathing (2:1) = 71 % C, (3.5:1) = 0.77 from table in IBCIFBC C, (2:1) = 0.77 from table in IBCIFBC Total Force (wind) = 4768 lbs Total Force (seismic) •1.4 = 939 Ibs Load Taken to Shear Wall Segments = 167 plf Uplift Force at End of Wall = 1506 Ibs Shearwall Design 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% C, (3.5:1) = 0.77 from table in IBC/FBC C, (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 pif Uplift Force at End of Wall = 1480 Ibs Q:EL"C'••TQLI��i� It *: No 63802 *„ S1811111116, i 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 u\ 7-23-20 N YTER One Story Shear Wall Design Summary of Forces Shear Walls 7-23-20 ? V) Z C-Z-U,4v(d ti W RTER It Shearwall Required Design Left Endwall = 421 plf Shearwall Required Design Interior Wall = 653 pif Shearwall Required Design Right Endwall = 394 pif Shearwall Required Design Top Sidewall = 167 pif Shearwall Required Design Lower Sidewall = 164 plf Overturnin Forces orces Racking Left Endwall = 3785 Ibs Racking Interior Wall = 5873 Ibs Racking Right Endwall = 3543 Ibs Racking Top Sidewall = 1506 Ibs Racking Lower Sidewall = 1480 Ibs Sidewal Left Right Endwall Ridg Endwall First Interior �E IV . • No 63802 0 • S� • I NAt��`�� This item has been digitally signed and sealed by Michael G T7sealed P.E. On 7/23/2020 Printed copies of this document are not considered signed an and the signature must be verified on any electronic copies