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.r Al FILE'C-OPY DST 1, 20,8 ENGINEERING • INSPECTIONS CERTIFICATIONS a TESTING July 23, 2018 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1447 MCP-3056; SFD HWC Plan#: 2540-0429(M1447) 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) 2. Items installed at the site are suh- ject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering.. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, ' HILBORN, WERNER, CARTER & ASSOCIATES, INC. Flan Reviewer HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33M (727) 584-8151 FAX: (727) 586-3343 1 (727) 585 2392 1 (727)597.0447 Mudulr 0ip& laapsaka �E EC VED Permitting ST. i_ucie County, SEC11ON 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. JM/j?.••U G' NOTES: 5OEDIL�2°P� ATTINA.ION LOIN ��IiIF�+ING 0 A,�Ilo�� PSNG �AA�/g7AN .�AAIAONS: COASTAL OA AMLRum Mtm •: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPR BEEN INSPECTED, & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPECTION REQ'MENTS. 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DOES NOT COMPLIANCE TO ALL CODES AND AT LIMIT THE ITEMS. AND/OR MATERIALS THAT MAY BE CT FOR ALL INSTALLED �F �•• ��[tt��yy J ��4L yyyy����yy�� �N�qq ypN NSURE THSEN OBTAIN ALL REQUIRED PPERMTS, & SCHEDULE & ILICABLE ANY INSPECTIONS ITEMS ARE SUBJE AA COMPLETE INSTALLATION.Y SITE •TP11NL)si 0 AI10N / FOYlOV OAMON: REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED AND ALL REVIEW APPROVAL, INSPECTION, RE -INSPECTION FEES AND/OR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SMALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT aACOBSEN HOMES. & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS. FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED HATHIN THIS APPROVED PACKAGE. 1. ALL LOTS SHALT. BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION ALL CONSTRUCTION MEANS METHODS, TECHNIQUES. SEQUENCES, PROCEDURES, AND ]MALLS (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL.SUBS. • �o (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS). OTHER DELETERIOUS MATECAL(S), 4. OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBRIS ALL FOREIGN OBJECTS, ETC... SHALL BE REMOVED FROM THE 5. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS LIST CONTAINS EXAMPLES AND"SHALL NOT BE CONSIDERED ALL INCLUSIVE: AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL sTE GRuwA:LL AND EDT PREP, Wcuu NO DRAINAGE). THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. 2. THE cmwL.,. FOUNDATION. 11E-DEW4 Ara ANDNww S1s16s FOR EVERY TEN FEET OF SOIL AREA WATER SHALL NOT ACCUMULATE BELOW ANY S. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN & TFIERE 1ISA1NENr AM EMM VAIM BARRIER BELOW SIRUCDEE. PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHERS. NOT JACOBSEN HOMES. 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARD COUNTIES. 4. RAMF3, STAIRS AND GENERAL ACCESS "LlDIw ALL AOCESSE1Lrrr RWAMNISL 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT iEACi S. arms DRAINS uEm-ours. AND HoGO:P To 1NNE PLOAMNI; SYSTM(S). APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS. BUILDING IS INSTALLED IN THE REGION Fat WHICH IT HAS BEEN DESIGNED L ANY PORTABLE FLUE EXDNWISHIXS) Na/Gt FINE SUPPRESSION Srs'IEII(s) R='M OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND IYS THIRD PARTY APPROVAL 7. ELECTRICAL savmm (ENC11OIN0 FEEDERS) & OWSS-OV Rs ON EULn-SECIXIN UNIM COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT AGENCY. ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING L ALL UNITISED DRYWALL - CO PLEIE PANEL FASTENDA TAPE. & 1EDITURE. EXCEED 1/4' IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS PLANS, SHALL NOT BE HELD LIABLE, IF A BUILDING IS INSTALLED INTO A 31V NAILS - Y D.C. MAX: 3/e• SCRDVS - jr QC. MAX,, - TRANSED ORYIIAIL. ONLY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SQ. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 9. STRUCTURAL At AESTHETIC InERcaNNEcnaa BETEN MGD LFS/TECTTCNI9. OF CRAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER INSTALLED THE BUILDING, SHALL BEAR SOLE LIABILITY/RANDESPONSIBUTY. 10. Exr. SIXNG AROOFING OWL BONDING OF METAL SIDING OR ROOF COVERIN SL •�•-'(FEET FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER IS REO'D BELOW THE BUILDING 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY 11. EXTERIOR wALL FmsH (EwwALLs) AND SaPT MATERIALS (ENOwALL PORaN AIEASN 0.THE ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE 12. WAIN WARDS. FALL PROTECTROL RMW PROTECTION. ANO/OR SIaeM SHUTTER. 3. THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REQ'D FOR THE COMPLETION OF ANY ITEM INCLUDED I& em7cu OF R= vauxiaN/BOTTa1 BGARG MATEtRAL (OLL BE NOTED am PLAN). SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS IN THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO BE .INCLUDED AS PART 14. aRoS'S4OV4R awwnaa QIVACL RE91 AR MATE. AND BLDYER DOOR TEST. ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES 70 WITHIN 6 INCHES OF THE OF THEE CONSTRUCTION DOCUMENTS. 15. AR CGDFDafNG AM REAMS SVSEH (REFER 70 HAMA OEM CMDUATtO S GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER. OR THAT THE SURFACE WATER & PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECS) FOR umRu EFFLCINCY REWIRaoM RarALLm O N-SIM BY CDIERL DOES NOT READILY DRAIN FROM THE BUILDING SITE; THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL 10. HVAO DISCONNECT. WRING. OW10M SEANCE RECEPTACLE , ERC- UNDER-FLOOR SPACE SHALL AT A MINIMUM. BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. 17. Roo' DCV49D AT HINGE AREAS DRY -RN• MD owPE'DON aww4tOamNs ETA). GROUND LEVEL. UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS, IS. GAME END FRAMING NTH HNGD ROOF SYSTEMS. 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE: EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 19. FIREPLACE OYNEC STACK, MWLATM SYSTEM. BREPLACE aYtY RUYN& SEGMENT & COLUMN LOCATIONS. SHALL BE SUPPORTED & ADEQUATELY OMNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL UVE, DEAD, AND/OR ANY OTHERWISE NOn: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE 20. READ GRAB EARS AND ANY OTHER AGREE FEATURES THAT ARE REQUIRIM 21. ONLY W* N NOT INSTALLED IN THE FACTORY. MILATON MD REOb AR BANTER. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS COMMOTION' AS REFERENCED IN FAC RULE 69A-3.012(6). POSTING OF N0710E SIGN(S) AS 22. HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE INSTALLED ON -SITE. BY OTHERS & COLUMN LOADS THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. REQUIRED BY FAC RULE 69A-3.012(6) SHALL BE SITE INSTALLED AND IS THE RESPON9BUTY 23. 'BUILDING ADDRESS' AS REQUIRED BY FBC R319.1 ARE INSTALLED ON -SITE• BY OTHERS 5. THE DESIGN & CONSTRUCTION OF IRIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNER. 24. UNIT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. ITEMS INSTALLED AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, W ��/ AMING: CAUTION: A MINIMUM 1-1 2' BEARING SHALL BE PROVIDED B / N VI FOR ALL FLOOR JOISTS Y THE FOUNDATION SYSTEM (SIDEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED). INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS EXTREMELY IMPORTANT 0. THE ENTIRE BUILDING/STRUCTURE SHALL FIT 71GHILY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. THAT ALL PERSONNEL. ON THE JOB 97, BE QUAURM AND PROPERLY/ADEQUATELY TRAINED. SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY A TIGHT FIT AND PROPER BEARING ALL WOOD SHIMS SHALL BE FREE OF KNOTS; IN ADDITION TO THE DANGER TO PERSONNEL. IMPROPER INSTALLATION COULD RESULT INITIATIVES PROGRAMS, POUaES, OR -PROCEDURES THAT MAY BE MANDATED BY OSHA CHECKS, SPU7S. BREAKS. AND/OR 07HER IMPERFECTIONS ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL., STATE; AND/DR FEDERAL CODES AND/OR REQUIREMENTS. THE BE OF TREATED COMBER OR. OTHER APPROVED MATERIAL(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL INSURE/REQUIRE.THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96X DENSITY -PER ASTM D-1557. FOOTERS 12' BELOW VIRGIN SOIL AND BELOW FROST -LIRE. 8. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 1. MEAN ROOF f1E1GFT INRHI: 36 FEET MAXIMUMINCHES (305mm) & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST -LINE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY � 0110' 1IMON: 1. APPROVED TERMITE PROTECTION/TREATMEPROTECTION/TREATMENTSHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR TERMITE INSPECTION (4 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 2. UNLESS OTHERWISE NOTED• 18 INCHES MINMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL & A 1'-W (12 INCES) MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WALLS MID ALL CONDENSATE DRAINS ROOF/GUTTER DOWN STOUTS• SPRMXUER M5, SYST ALL SPRAY HEAD$ ANY OVERFLOW DRAINS & ER WATER HEATTAP MAIN (ON-974 4. TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/SRNCWRE OPKLunG PORCHES AND OTHER LIKE AREAS], AS WEI.L AS. ALL EXTERIOR AREAS 'THAT ARE LOCATED WTHIN A MNDMUM OF V-CY (12 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FMCA71ON SYSTEM MO/at ANY PORTION OF THE BUMNO/SIRUCNRE 'R OR AS ALLOWED BY E FBC/FR0. S. TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WIN. TH A M8 MIL POLY VAPOR BARML 77EATMFNr SHALL BE DOE AF7FR ALL EXCAVATION. BMX FIWNO, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED m SHALL BE RET EAIED. & NO WOOD. VEGETATION. DEAD ROOTS, CARDALS, BOARD, PAPER. TRASH. ORGANIC MATERINOR ANY CELLULOSE a7NTNMATERIAL NING SHALL BE BURIED WTHIN FIFTEEN FEET OF ANY N BUILOING/STRUCTURE NOR THE POSIMO OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1, 2 & 3 - STE PREP/FOUNOATICN SECTION. 7. UNLESS OTHERWSE NOTED. A CAM TERMITE SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG THE FOUNDATION SYSTEM. WEN P.T. JOISTS ARE USED LEDGER IS NOT READ. EXMOR G14"NG PR.O'+llrIlMON: WAND -BORNE DEBRIS PROTECTION IS M4I INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REWD W/ IMPACT RESISTANT WINDOWS. PO 0 z v -�ACOOS HO S 600 PACIMW COURT, SAFETY HARBOR, FL Z4695 727.726-1136 2. FLOOR LIVE LOAD: 40 PSF :uW+ STATE Of FLORID BURDiN6+ 2017 FRC STH EDT90N Ai MECHANICAL, 2011 FRC 6EH EDMON IIT///�fff uPLUMNNO+ ELECTRICAL, 2014 NEC 2017 FRC 61H EDIGON ENLaar, 2017 FRC 67H EDIDON PLAN OWS & LISTING AGENCY "PR.OVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIOA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRITERIA: COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 6TH EDMON CONSTRUCTION TYPE V-B OCCUPANCY R-3 TOTAL NUMBER OF STORIES: 1 170 MPH WIND VELOCITY VWt (Ultlmata) FIRE RATING OF EXTERIOR WALLS 0 ALLOWABLE FLOOR LOAD 40 PSF ALLOWABLE ROOFLOAD 20 PSF SEISMIC LOAD 0 JACOBSEN MANUFACTURER HOMES HIGH VELOCITY NO HURRICANE ZONE PLAN NO.: MCP-3056 (M1447*) THESE PLANS COMPLY WITH RULE 61-020.3 FOR PRODUCT APPROVAL OR WITH STATE OF FLORIDA STATUIIE 553.842 RAISED SEAL (OR ELECTRONICALLY SEALED) SET OF BURRING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY75 OFFICE AS DIRECTED BY FLORIDA DBPR THE MANUFACI'UM S DATA SHEET AND THE STATE (DBPR) INSIGNIA, SHA BE PERMANENTLY MOUNTED TO OR ABOUT THE EIECIRICAL PANEL (COVER zzta C SING.r INC. 1627 S. MYRTLE AVE. CLEARWATER, FL 33M (727) S84-8151 ORaA1►f[lNG PA G9 1"T&lk 09S ON PAGO(S) COVER SHEET & NOTES 1 FLOOR PLAN LAYOUT 2 NOT USED 3 ELECTRICAL CALC'S & NOTES 4 ELECTRICAL LAYOUT 5 EXTERIOR ELEVATIONS 6 EXTERIOR ELEVATIONS 7 { PLUMBING NOTES & DETAILS 8 POTABLE WATER SYSTEM DETAILS 9 HVAC SYSTEM LAYOUT 10 SHEARWALL & SET-UP DETAILS 11 SHEARWALL CALCULATIONS 12 FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 TYPICAL CROSS-SECTION (OFF -FRAME) 15 EXTERIOR GLAZING PROTECTION 16 ,A'CHMI: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S TRUSS DETAIL(S) 1 �•, .• 6ENS6 *� o 63802 n i i 1k ,AREA, RESERVED FOR LISTING ,AGENCY APPROVAL. S'1(A OS: IEftV OF ME PLANS AND S'EMCAnaLS CONTAINED NIIHNN THIS DMIM PAOXALE INDICATES COMPLIANCE NTH THE CODES REFERQMiD HE7EDL CONSTRUCTION CAI.C7S RGURW PER R301.2.1.1 - METHOD 2 ichael omko italll � igned by: of h� �G Tomko z z NP= Michael G nk email = 7o rn @traold.corn C O = T. R. Arnold fAssociates e: 2018.07.18 10:43: -05'00' MIICAU.Y EXEMPTS STATE APPRC INSIGNI& FROM NUTTER PAN RE DE F1amA DWARDENT OF ala4ESS YE BEEN DHNUDYED AND THE B1L AGENCY AM FOIPD COMPLIANT I COPp w/ 2D0 Rum Es am. Icuxom ALL RO ENM S.vE.t23-18 3::RSTRUCTURE2540-0429(M144fi*S LiUILOING IS N(Yr A HUD $UILDING. 7 �.__. .. TNDS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN Pal VFVELOCITY2'�1 .,.,, ,„.__.._._... NRRNNE CAZONES (HMO). (GE. DADE COUNTY OR BROWARD OOUNIY). N)proved D1 .Ly`(s'(�7�1' S. I'"E)%}LI"�(.rl'5 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR THS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR. ON -SITS FOR ,{ IN57A"IFION ON A SITE BUILT PERMANENT FOUNDATION AND COMPLIANCE VMH CH e33 FIRE SAFETY CODE a t� _� IS NOT DESIGNED TO BE MOVEID ONCE SO ERECTED OR INSiALI.M. 5 JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED BUILDING HAS SM ETLIIDED FROM ,r.'6 ,,y ,.d ,APPRORIMATE SQUARE FOOTAGE OF BUILDING: THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (HUD)L Sh:.- 952.96 Siff. LIVING AREA G. fVlo�yls CiL�r3i'! to fPiO�- nss:aet7i-r-3, WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. 7-23-18 H1 W C ® z li7l A ]DTI E. BFABD5IEY AVE RXHAV, IN 4 14 (3741264-043 �a SCALE: 3/1e• - r-o License No. 814AP•42 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS ,I 1. ALL EXTERIOR DENCES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES k LIGHT FIMRES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE It USTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). I W-0 1/2' 4 .., f 4'-11 1/2' 4 1/Y 4'-5' 17-101/Y M1311-1447 ROOF DEPT. ROOF =H-30 USE 36 X 117 FIAT MOO TRUSSES 44'-B/ 170 WH - W1(B61 w) THIS 5ELZ1ON5 WALL` = R-19 1 1 8'� 5 8' DPOSM C 49 1/4' 27-4 1/Y 31'-9 1/2' FLOOR R-22 IM = 35 IEE1 s'-s' 1a'-2�1-17! 0- Y 11/Y [UHL R-111a1 "�/4' - - 24I/txsoIle a17rWlvur - - IrelnWmue- - - - - N I L--L_-1---- 1 • y 521/Y x3C ITT 240 b e 7jEU...M]#2' Oil Oil ao 3 .4 DINING ROOM I I I I $ I-------J R, I 1 L° _ ---- 421/Y 421/2 - -_ _ ___ \ I II I I l O 2A OL ® I I I rz n I I PORCH BEDROOM #1 I 21 II 41rxia LIVING ROOM I AFF i I HI1n1 III ---- --- � 4Ktl� JACDBSEIU HOMES MMCP-3056-M1447* 17-11' 1, 3/4' ON -FRAME IP&B] 16'-4114• x�aoss p644!•I © 6/1/Im1 (3'-n 8-0' 15-10 1/4' 5DLID FUEL BURNING FIREILACE WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 EXH MINIMUM FLOOR SYSTEM REQUIRED 2 * PERIMETER AND MATING LINE PIERS ARE REQUIRED. "* ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT W BOTH THE 51OEWALL AND THE MATING LINE AREAS, 2 A5 WELL A5 AT THE ENO OF EACH SHEAR SEGMENT. 0 7 ualr AMD vENT CALaMnces f _7 _7 _7 _7 ROM LIGHT LIGHT IENT R0011 AREA REOV PROUD REOD PROVID PAss / NAME (M FT1 (SQ. FL) (56 M (SG FL) (SO. M FAR UVwG/DHHo ROOM 268 21.28 57.82 IM64 3796 PAW BEDROOM #1 138 10.86 24.4 5.44 /228 PASS BEDROOM /2 130 10.4 12.2 82 L14 PASS ANY ATTACHMENTS TO THIS STRUCTURE SHALL HE COMPLETELY SELF SUPPORTING AND SHALL NUT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. 2S'-1' 28'-11/2' 31-101/4' 1'-91/27 29'-4 3/4' HOOF UEPr. - USE 3' X 133 FLAT,MOH TRUSSES rH15'5E _TFON5 11'-4 3/4' 11 13'-3 1/2' - EXTERIOR FIREWALLS HOUSE WRAP THEN LAP O3 - 5/10" TYPE 'X' [EXT. GRADE] GYPSUM OVER USB O - 7/16" USH SHEATHING 1O OUTSIDE INSIDE ',-- 2x6 STUDS STD. 1/9" GYPSUM O - MOD-�447 16 i6 2TL6 JOISTS W 0 2xIU MINIMUM FLOOR SYSTEM REQUIRED "** ALL 1-BEAM [CHASSI5I LOCATIONS SHALL HAVE PIERS 2 ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION W * PERIMETER AND MATING LINE PIERS ARE REQUIRED. AND TIE -GOWN SYSTEMS ARE BY OTHERS [NOT JACOBSENI. IF * ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT FOUNDATION PER FBC AND STD. ENGINEERING PRACTICES. _ W BOTH THE 51DEWALL AND THE MATING LINE AREAS, G A5 WELL AS AT THE ENO OF EACH SHEAR SEGMENT. LEG]D - FLOOR PLAN SYMeas Q Gt @ Ir OR IV RETURN AN DROP (TYP.) ® 12' DUCT RISEN LOCAT W (TYP.) AR HANGER LOCATION OW.) S EARWALL Qt SHEARWALL DES NATO R (SEE TABLE) �1 CCLUw LOCATION (SEE TABLE) ®®® 11 71e. IV CAR 15 7/8• RIDGE BEAM Qi �® SMCOE LHARMS (WALL a 1 H0) i 9 cam Co/EMOID: ALARM(S) i ❑ COLUMN SUPPORTS CE90 WHO SRrlx 170 WN - Wt Puma) MA)WUM MW MDGH: toe MEAN ROOF NOW ELUDE 35 REF DF901 ROOF LOM m PS, DPOS118 GAWIDOW. °COL N°aL TIPS STA HAPLY. TYPEOR B I MAN 1SPAN pUF (PG• 11 L OCL �p 1,0,, TYPE GW 7MI59 0��1 OR'D PUP® MGEos) 1❑ J 3 2xf N 20.41E 6782 ❑$ 0 `0 0 N 0 0 7 3 2x4 N 20.41E 0 0 0 N 0 �2 13 1 W N 2841E 62e2 �e 0 0 0 N 0 o 13 1 2.8 N 2841E 0 0 0 N 0 13 1 2.6 NEO 0 0 0 N 0 0 13 1 2x6 N00 0 N 0 0 0 o NaoCEO: 0 No�4�e o0 0 0 N0 0 o N 0 A = 55.26 PSF OsHF,ARWALL DESIGN SPEC/SI � o B - 14.6 PSF o IAYBl onMDulSc SIERxtC C = 36.8 PSF M OW61NM0 F(6Q I9 i J AT rA07 DO o ALL sWAlt- D = 10 PSF TMAR 9:amtla DESIGN SHEAR VALUE: DESIGN SEAR V. O-1 PLF 0 PLF oVVITURImNo Fats: O owtTuwNNo FORCE: 3195 LES 0lBS DESIGN DEAR VALUE DESIGN SEAR VALUE O W .1 PLF 0 PLF OVERTURNING FORCE. O OVERTURNING FORCE 6977 Les 0 LBS DESIGN SHEAR VALUE DESIGN DGN SHEAR VALUE: PLF 0 PLF OVERTURNING FGR(E: owRTURINwc FORCE o LBS o Res DESIGN SEAR VALUE. DESIGN SEAR VALUE: 4 0 PLF 0 P1F OVERTURSCHO FORCE O ovenuR NNc FORCE-.0 Les 0 TITS WINDOW SCHEDULE OONRO 9750 DONAL PANE - LOW E WINDOWS) UM x Lx AREA (Sa Fr.) UG1T (SQ� VENT s�a�x 65 5.751 4.686 0 x 38 F 3.852 3.274 0 x4.053x 60 5.962 3.92 2M x BB 8896 4,34 248 x 12 1084 1.772 0 24 x 40 8.848 1 4.85 2.46 24 x 54 9.209 6.82 146 24 x 80 IM25 7.69 S93 30 x 18 A9I8 1331 30 x 27 3.772 a9 30 x ,D 8525 6.26 ti 30 x 60 12.781 IL95 ftaw 30 x 65 14.085 11.03 r50• 34 x 34 82D6 8975 38 x TB 4.699 3.968 36 x 40 1D= 7.71 • 38 x 80 15M 12z 6 38 x a 3.852 3.274 • 72 x 7S 8751 4.868 DOOR salmuRE �i� AREA (Sa Fr) UGrt PROVIDED (SOL FL) VENT PROVIDED (Sa Fr.) 21.839 0 0 LW7xL 21eWS 4.7391 0 21.839 87 0 40 32.54 IILOG 57J62 4RBI 24.09 �a< o=o� €noF Y y,i i pp AFbt U ®�1 �SsN mZ� m gaR " BIT am -Eh ®I o56 N �' 31' a i zm yy�� y FLOOR PLAN NODS: 1. ME "DO SIOYN MAY BE OPTIONAL 2. FOUNDATION 6 INSTALLED OF -SITE• BY ODE9S S SOME ITEMS SHOWN MAY BE aN-ME BY OBEAS SITE AIMS MAY VARY. NOT COVERED BY THESE APPROVED PLANS 4. YAEN FWAUED. ANY GARAGE FLOOR AND FWD FOUNDATION ARE OH-STE BY OTHERS. S FOUNDATION M L ALL RNOS 51 7. AC AND FEATI INSTALLED ON- B SEE RCROA E � 49. ANY PORCH S( 10. THIS BUILDING FIE -APPROVAL m"�SIDE TO SIDE I u. DIIDH90NS 2 SFOATHNc. St 12. MIH MAY BE VIM= ANY I 13. THs PLAN MA' �%CROYAL I rnEY ESS ,� SEE rDHS4 A ARE PRCVGEO BY OTHERS. AN ON - ANY BE FLU. L PKG a COVER, AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: ruasumoxRFE Y-9 mmD mAa ° OC(NAHaY 6-3 om AAm+DG P,QPROVfO 1m MPH MI®RIVINIM ° 0 7-23-18 ti � N NO malmam 36 RST 1.a:B411 xaL9 1- � 44 Ps YAR9AaArW T �y4n ppF mA" m n3 YCP-SOSB NI44T1 hOC) 5 lS6a1®la( 1) (41� r,yq SfOpCMLT OOflx QIAw AWIN•ro taMIACNm Dl(DIxNa'6•pA'✓; fAl•A Tlx 96T Alsa7 FLW HIKIIFA wAx Axr Marx oK¢ e,sKxup T1e p Q P AR T ER B• MxOYa.�aMMawrm*Ama° rm® m"D.,•xuuxm N v Iml Imam BY A afAlE Mi1N1Ep 11W PNIIY roan m Ix mnENTr WIx TIC 710imA elaulo o�wTea OOMPUES W/ INCLUDING 2017 FLORIDA RES. CODE, ALL Bth EDOION .� N S`c'•.'iO 4� 3802 it �1111/1`, ® 2 3 700 L 1FARDSLEYAVS� EDUUH, IN 46514 I3741264-0743 0 Ha iaWM DRAWN: D.W.H. CHECI(ED: M.T. DATE: 6/7/2018 MAU: 3/18' 1'-0- SHEET: 2 �E ®A 16 WIC: Exp96Yr6 C DWI: MODEU 170 MPH MOD-144� p THESE DETAILS AND PLANS ARE CONME NVAL AND PROPRIETARY MATMALS THE CONTENTS OF THIS DRAWANG PACKAGE Ca4TAN CONFIDENTIAL ANO/CAR PRIVILEGED OSORYATION. ANY UNALTHOPo2FD USE COPYING. GSCIDAIRE. CR GSIRIBUTION OF TITS PACKAGE. at ANY OF THE CONTENTS CONTAINED THU , IS STRICTLY PRO®ITED BY JACOBSi N HOES AND MAY BE UNLAWFUL THESE MATMALS ARE PROVIDED TO THE RECIPIENT FOR SPECBIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIER OR OTHERW1g REPRODUCED AND/OR DISTRISUTFD TO OTHERS FOR ANY PURPOSE VATHOUT E7PRESS WRITTEN AUTHOI62ATION FROM JACOBSEN HOLES. THIS DRAWING PACKAGE AND ALL ITS OONTDM ARE THE ENCLUSVE PROPERTY OF JACOBgA HOMES. ALL RIGHTS RESERVED. OOPW6GIT =S COPYRIGHT V 201E . JACOBSFN HOMES, SAFETY HARBOR. FLORIDA. ALL RIGHTS RE.SERMS). L Lo1 C 0M BUILDING Sff: 952M 4 FI. 1. MINSIUM KNEEIR OF GEHItAL LIGHTING / GBBUL USE CRCLR7S HEOUIEEM 2 MINIMUM (4 FL x 3 VA / 120 VOLTS / 15 AMPERES - MN. NW. OF GENERAL LIGHTING / USE O2GXi5 RECD) 2 GENERAL LIMING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: 93289 x 3 VA - 2858 VA TOTAL VOLT-AMPERM - 2859.98 VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT 1.500 VOLT-AMPERES PER 20 AMPERE CRCIATs SMALL APPLIANCE LOAD: 0 z 1500.GD VA - 0 VA LAUNDRY LOAD: _ 0 _x 1,SOa00 VA O VA TOTAL VOLT-AMPERES: - 0 VA 4. NAMEPLATE RATING OF ALL FOOD APPLIANCES (N VOLT-AMPERES) CLOTHES DRIVER: - 58DO VA RANCID - SOW VA COO TOP: - 0 VA WALL OVEN! - 0 VA MICROWAVE OVER - 2400 VA DISHWASHER - 1380 VA GARBAGE DISPO.SA: - 1080 VA WATER HEATER - 4750 VA OTHER - 0 VA OTHER - 0 VA OVER - 0 VA OTHER - 0 VA TOTAL VOLT -MINES - 25010 VA S NAMEPLATE RATING OF MOTOR AND LOW-POWDR-FACTOR LOADS (H AMPEIESk RANGE HOO(S) 1 x 1.1 AMPERES - L1 AMPERES EXHAUST FAN(* 2 x 0.7 AMPERES - 1.4 AMPERES CEILING FANS) 4 x I AMPERES - 4 AIFERES FURNACE BLOWER (GAS / 011.) 0 x 8 AMPERES - 0 AMPERES TOTAL AMPERES - 05 AMPERES MULTIPLY x 120.00 VOLTS TOTAL VOLT-ALIFEIM - 780 VA 4 TOTAL HEATING AND AR-CCLDIDODG LOAN (USE TIE LARGEST OF THE POLOWNG SIX SElECDO S - (A) THEN (F) - IN VOLT-AMPETM* A. IOOX OF THE NAMEPLATE RATING(S) OF THE AIR-COND17IONNG AND / OR COOLING (VOLT-AMPERES): 1 x 14400 x 1002 - 14400 VA LARGEST 8. IOOX OF THE NAMEPLATE RATING(S) OF THE HEATING WHEN A HEAT PUMP IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING (VOLT-AIPEFiESk I x 12DDO x 1DOX - 12000 VA Q IOOX OF THE NAMEPLATE RATING(S) OF ELECTRICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS VMERE THE USUAL LOAD IS EXPECTED TO BE CONTINUOUS AT THE FULL NAMEPLATE _ VALUE. SYSTEMS QUALIFYING UNDER THIS SECTION WALL NOT E CALCULATED UNDER ANY OTHER SECTION IN 22049C) x 0 x IODX - 0 VA �T�0 x O x 10DX - O VA D. IOOX OF THE NAMEPLATE RATING(S) OF 11-E HEAT PUMP COMPRESSOR AND I5X OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP FEAT PUP COMPRESSOR IS PREVENTED FROM 0 x 0 x 100x - 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL NEAT. IT DOES NOT NEED -FPLEME Eu BEDOIC HEADING SYSTEM TO BE ADDED TO THE SUPPLEMENTARY 0 x 0 z 100x - 0 VA HEAT FOR THE TOTAL CE TRAM SPACE HEATING LOAD MT -AMPERES).' TOTAL LOAD 00) - 0 VA E. ssI OF THE NAMEPLATE RATING(S)G(S) OF ELECTRIC SPACE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED LINTS (VOLT-ANPEIiESk 0 x 0 x BSX - 0 VA F. 4OX OF THE NAMEPLATE RATING(S) OF ELECTRIC SPACE HEATING F FOUR OR MIRE SEPARATELY. CONTROLLED _ UHIIS (VOLT-ANfi7i6k 0 z 0 z 40X - 0 VA USE IRIS VOLT-AMPERE RATING FOR IHE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAN - 14400 VA 7. TOTAL CAL I ATED LOAD (LOADS AS CALGXATED N 2 THU 5 MOVE) TOTAL GENERAL LIGHTING / USE fBOIXTS (2) - 2S%SB VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3) - 0 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLUNOS(4) - 25010 VA TOTAL NAMEPLATE RATING OF MOTOR O L-P-F LOADS (5) - 780 VA TOTAL VOLT-APERES (COMBINED TOTALS 2-5 ABOVE) - MM AB VA a TOTAL COB2ED LOAD (FROM 7 ABOVE) - MMSM VA FIRST IOINA AT 1001 - 10000 VA SUBTRACT THE FIST 1CLNA FROM TOTAL COMBINED EOADI - 181IMM VA IL FIRST 1OINA AT IOCM - IOODO VA (FROM 6 ABOVE) 16548M VA - REMAINDER AT 401E - 7459.55 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: - 174S M VA 10. TOTAL C06FFD LOAD (FROM 9 ABOVE) - 174MM VA TOTAL HEATIG AND AC LOADS (8) - LARGEST OF (A) THRU 01 - 14400 VA SUBTOTAL - 311159=1 VA SUBTOTAL DIVIDED BY - VOLTS: / 240.00 VOLTS MINi41M CALCUBATED AMPERES REQUIRED: - 132.75 AMPERES 1 DECBBc SHRINE PANEL MS0 O 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 2. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE(NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF- POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS $HALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE(NEC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). 11. ALL 120-VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUlmSUPPLYING OUTLETS IN ALL BEDROOMS LIVING ROOM CENT, FATLY ROOMS, CDSEM HALL$ DOING ROOMS IGIOENS LAUNDRY ROOMS ! SILM AREAS SHALL E PROTECTED BY AN ARC -FAULT CLRGTUR' INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIROOT. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A -HUSH- BUTTON. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM( OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEW 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 19. FOR A ONE -FAMILY DWEWNG AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 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 LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS..ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 23. UGHTING OUTLETS REWIRED: AT LEAST ONE WALL SWITCH -CONTROLLED TAMPER RESISTANT RECEPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. MSC Al1Apm EUCMC solviCs PANK CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DVEWNG UNIT 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH A COMPLETELY ENCLOSED LAMP. (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSEQ-' LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL N,�T� BE PERMITTED. C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED T Mt* INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MI CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAR POINT OF A STORAGE SPACE. �� (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON E� WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) THAT ARE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING - SUSPENDED (PADDLE) FANS SHALL BE LOCATE) WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. 29. REFER TO ADDITIONAL NOTES ON SHEET 30. PER THE 2017 FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 75% OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY LAMPS OR A MINIMUM OF 75% OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. ISO AMP MAIN PANEL 12D/2G VOLT SIM PHASE U00 60 HERTZ L0� V 79 HNC t!@D NO MOWED d"M ry A IDNRq MM ENMEA awmL MRACM - ENS® K COWL AmOCml mmm IFED AO WERSINO ALL ICI® ON E0 SW AO SW . yMx1911WE PALL MIN MFNDt OVAOR 13LTts toDa rfxMrg PA.. --. Q..e OPTIONAL. ,POI) COPPER OR 2 A I110N7 IODROPS(RD(Mwm MAY BE QMW WORE IS GN-SITE, BY OTHERS. AND INSTALLED REFER TO NOTES 1. 15. a 15 ON SHET FOR FUTURE USE. 2 NCH DIAMETER RIGID METAL OR RICO NON-METAWC CONDUIT 150 ,MP Ar� FR4r C M�4M"AFI [INSEt 0H,FXG DE S MM PAD. MINI [iffAM SIX WAY E INCREASE I= TA�AT-S�O�04 HUM IF BE (fO1M'M E ORNAT E RASSO SHAM. E EW CLIMNT NO 0AT11ISU =A m 71E tMxTIM LED THAT O N EFFEDT AT 7E 9E. To O in ONDiB AND 0 SLEW m EDPOMM APPROVAL B NE LOCAL AUDIO 11Y NAND Ax®IL'G L ,AREA RESERVED FOR LISTMNIG AGENCY APPROVAL STAMPS: PPPRO Ve0 -°-o- E -m-,o.., ° OE MINI $ 7-23-18 NO a O a IRE -w t^� MV 4W ,ewunau,m Ji10®I �� IIMn WAM 4 CARTER M' P5 mlepwx■ w�oi'w`rirw' smam mE� wli r�nl ma"aum COPLDS W/ 2017 FLORIDA REM COOS. DWLONO ALL MBI EDITION ❑❑❑❑ ❑❑A❑ ❑1Rr❑ ❑7 8/ 01 1 I 11 re, I I 711, INlxDs1EYAN ELIRHART, IN 44014 15741 xa-°7+s REVLSIONS 0" 9Y DATE 0 DRAWN, -14 owx CRECKO: M.T. DATE: 0/7/201s SCALE: 3mr - I'-0' -14 Smut 4 OF 16 WIC: ExpG c DINS: 170 MPH MODEL: MGD-1447 TIES: DETAILS AND PINS ARE COMIDEEMW. AND PROPRIETARY MATFINIS THE CONTENTS OF T16 OWING PACKAGE CORIAN 001670EHIW. AND/OR PRIVILEGED IN ORIURM ANY WUU1110FD'FD USE CGHN6 "a nem OR 06TIBUTION OF THIS PAWAM OR ANY OF THE CONTENTS CONTAINS) WM IS SNIMY PROHIBITED BY AkCUM HOES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE REMENT FOR SPECIFIC PURP0 ONLY MD SHALL NOT E SCAN IA COPED, OR OlH RV= REPRODUCED AD/OR OSIIBUDL TO OTHERS FOR MY KAPOS= WMOUY EXPRESS WRITTEN MMMIUA710H FROM JACOBSN HOES THIS DRAxNO PACHAGE AND AL OS CONTENTS ARE IHE EXx,tSI- PROPERTY Or JACOBSEN HOE4. ALLRIGHTS RFNDO4A C0P1NOR 2M, ODPYSO T © 208 . AACOBSI/ HM436 SAFETY HAREM FIDRDA AL GODS RES RNA D GLiV11 = SYMBOLS LEGEND EI14MCAL CIRCVIl SCHEDULE /J�� 11E HVAC 5 SIZED NB IWAIM OFSIE BY A AVAU iD. STAE QAOfED, IDOPGOES 511106 DD:wOL PN6 11NIwai IODOAM �AI� � MODIOAM NOEIIpAM R YMI PANG V EIECINGIL CWMACM - IR4CID) BY LOCAL MEMCDOL (D �a A A0 BOIL 1 par r�OpG SOE OHOR / (6yr ppO�pplG IRQ/f / (o>mD ) SOL sZE �0 IPCRANO READ NO IIOB67AND ALL NITS CH INS SWEET AND SHOT 0 OF 16 11HTAL nlI MICA I� 0 1 SMALL. APPIWIfi K - m O-2 11 14T�tK ilAEOS - MC FNLT 7J I®QLO - OMNT IIQT 1199 M M 120 LLLT 1q LRr 1m Y4T 7NiGt 0-MY CeiL10 raU IIMY SRUS PAID. YAN H3N2N WMID 10276 NPRDRS yOEAD 02 TIfNIOE f4iFP. WE MlEW9T11REP. 3 au, NRMNQ K - 20 11-1 13 �iVED - fRClr NOT II9ID 11 RLSEIM - tRM NOT USED M KA iEI� I@1 4# SRNR PANE4 MAIN WAIOR SLG 211 N/Nd79.S AIILTW EOB 914E YMI (fJ6�1�Nw60L) AMI x7 RSRVID - C(t02f NOT USED ILL ILL m A a 1q 3 OPT. YO1MAVE K - 20 11-2 IS EKT. iRF12M (GrO a� Z%fgCM TSP9 AIE fPIIOIN AT AID tow 11CAE MAIM GE S BICGIFD. W a 91NL KNMIZ - ARC PAILr AF - 20 t2-2 14 BAIN EOFPIS (QFCO 24 SHOE NAM OMEMOIECIFD/AF) K - iB Iw m�� OF 6 FIOOR 6 NCO! MIME ■ODOi6i0li BLLTAIEOM AWMY f�DOWIA 0110• � 1tl MW IBIMIm M SMALL PAW MAN BEA1412 SIZE MY AO°NN IISIMtm tTiNOGT IE-ANIBAAL '1�6}(i>P� ff NOEA4D TROT TMr IItIN 1ERL IF _ NMOISO/R Iglf 002D fM ra SASM REP. WNO]ICY IYR qEP. B �'E - ' GNLT K - /6 11-3 /7 .AEU NEATER 1y f�11ID - CYtNI Iqf YSD M M M W4mtD O Y D4 71E MENOR 5� B NOE/SED. TiE BOE M IIIiI<B 1a. GAeJ II[ NI®L 14 A. te) SEES (��EINONO ND Di1NMIQ YM�] SW! CAII e MEIM�L PU P09K - ANC FAIT AF - 16 14-2 le DLL RA= 400. IN I�N:D - QRM NOT EIS , M M BE Nt1EA4D 10 TE DOIECI 4ZE 9AIID ® a wl I E aR1ENT HIM TART B N EF AT fOEtim N13Aa 1ONT FAX pH TRI, I MFD ■ OIWBBL MAR I Mau 7 GENERAL iTle'09K - ANO FNLT K - 15 14-2 D OPT. 115KII LSHER AF: i1 - 16 14-2 A FES RIED - CiLVT NOT LIS D M M WPF�[{MMO aOeOI 11E T2E 1N5 B OFSI� BY OfItRS NO ap=1_1p1N- AIFID IGtem 696ZR 10 N9MMKIN ND N77MVNffY I 4 71E 100Y. AUBICOY MSGO JAe91NiO1. IIGIIR�II IOIB FSIOIR IICYLLSa1R IlN6 iM1AnM 04BQ ES. TAM - lD 112HT a G9RK RIE09L -ARC FNLT N - 16 A. IS 0P6 oA1teA¢ GSOSAL le 11-1 2e tEsnRn - C1eMT x9r usD M M ^MITI M MMb /® `,, �� M• , 6ET IOC) (NDVDER L�BAIT - BWEIO) W Y- 4 GENERAL FU PW - ARC AF - 1e 14-2 K LAIMORY (DOTES WASM K. GI - 20 13-2 9 RESEALED - GIQIT NOT USD) M MA `W /u1LT O ON 4a O Ow DqELECBTICAT. RISER DIAGRAM ��� �� ' �► STANDARD POMM � W' EY EVIL MNMm FIOFR a11B1 MY S IM) LASKMES t MAN m DIAL RNO�Q4 -ARC GNLr K - 10 14-2 20 LUOM (aDDES OCER) 30 ' /oa y I®tND - CRM NOT USED M NA 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK -WITH YOUR SALES REP. FOR SPECIFICS. TOTAL NUMBER OF CIRCUITS USES * j0 WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. ALL TV. PHONE. AND FAN PREPS ARE OPTIONAL (ONE REQUIRED) • 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE TOTAL NUMBER OF STD. BREAKER SLOTS USE AAAA LISTED FOR SUCH USE AND SHALL BE LABELED "OUR" (WEATHER RESISTANT). (Nor INCLUDING DUAL OR PIGGY BACK BS II TOE NY .I eN Tw S� LOgB SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION(S): 1. IN EACH SLEEPING ROOM. - -- f: �# 2, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. LOOK] 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT .INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS IN DWEWNGS 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 FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL 2. DYELLINOs -AIL t20-CULT. sNGLE ROUSE, III- ND 2O- AL6ETE BRANCH CRaO9 SIPPLTNG wnErs N ALL emma15 LIMB ROLLS MM FAMILY ROM CA = HALL& 111100 R00MS NICE. MOM. • !NEAR AREAS SHALL BE NBIECRL BY AN ARC -FAULT PICOT NTDINPTDL CC@IAmom TYPE #Wm m TO PROYDE PROTECTION or ME BRANCH CRROLIIT. 3. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A -HUSH' BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED (IN ACCORDANCE WITH THEIR LISTINGS). 5. 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). jL -I_ n L _ I oil DENENB eaoln �Nf I I I IL--6 ---JI _ - Li I -9 ROD TOR /LW HAD, • mam Ir Aff. (IIBQ --N \ M FM REP. 1 � s IB_ I r I An � I FM HER. LW PEP AS/C AFT. O B IM \ • ENIFFIR >r \ b r- 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 HIRING 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 REWIRED . FOR OVER CURRENT PROTECTION. - sAmm i OM: 6. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH-CONTROLUD TAMPER RESISTANT OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. ALL. RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFC PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCN PROTECTION FOR PERSONNEL & ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER). THE INTEGRITY OF WHICH IS NGT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLS) IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASN COUNTERTOP. 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 12. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 23 ! THIS CIRCUIT IS TO BE LOCATED B1 A USCENCED HVAC/ELECTRICAL CONTRACTOR (TO BE DONE ON -SITE BY OTHERS). REQUIRED EXTERIOR DEVICE LISTINGS: -� 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED NTH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERS) - INCLUDING ALL EXr. RECEPTACLES & UGHT FIXTURES. LOOIQ 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'WR' (WEATHER RESISTANT). Loom REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: I. FOR A ONE-FAMLY DWELLING AND EACH UNIT OF A TM'O-FMOLY DWfllU1G THAT IS AT (WADE LEVEL, AT LEAST ONE RECEPTACLE OII7LEr AOCESSU E AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT KID THE BACK OF THE DWETLUNG. IF THIS UNIT IS TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REWIRED EXTERIOR OUTLETS (AT GRADE LEVEL) SHALL BE INSTALLED ON -SITE, BY OTHERS 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. CEILING FANS HAVE BEEN INCLUDED IN THE RED, LOAD CALLS IN EVERY ROOM, THEREFORE THEY CAN BE INSTALLED MTHOUT ANY RAN REAPPROVAL 14. SWflCiE% RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS WE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC). 1S. FOR 'ON -FRAME' MODULAR PLANS THE MAIN ELECTRICAL PANEL SHALL ALSO BE BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING 'JUMPER' SHALL ALSO BE INSTALLED BETWEEN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REWIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED (LICENSED) ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS) AND ARE SUBJECT 70 INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTIU2INO AN ISOLATED NEUTRAL/GROUND (4 VARE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSBLTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REWIRE INSTALLATION ON -SITE THESE DETAILS ACID PUNS AM COKFWMAL AND PROPRIETARY MATERIALS THE CONTENTS OF TITS DRAVIDA) PACKAGE CONTAIN OONF70RR71AL AND/ON PRIVILEGED WORUATION. ANY UNAUTHORIZED USE. CGPMG. OISa.OSAM OR DISIRIMMON OF THIS PACKAGE, OR ANY OF THE CONTENTS CONTAINED THEREIN, IS STRICTLY PROHIBITED BY AACGeSN HOMES NO MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIIC PURPOSES ONLY AND SHALL NOT IE SCA ED, COPIED. OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE MTHOUT EXPRESS VAITIEN A UTHOWATION FROM JACOBSEN HOME:+ THIS DRAWING PACKAGE AM ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSSEN HOES ALL RIGHTS RESERVED. COPYRW awe HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REQUIRED RECEPTACLE SHALL BE INSTALLED ON -SITE, BY OTHERS (BY A CERTIFIED ELECTRICAL CONTRACTOR). 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BONG SERVED. A UNIT SWITCH WITH A MARKED 'OFF' POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 3. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 4. THE HVAC UNIT & REO'D. ELEC. IS SUPPLIED & INSTALLED ON -SITE, BY OTHERS. THE 921NG AND INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM. AS WELL AS ANY REQUIRED EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICENSED, ELECTRICAL CONTRACTOR AND IS SU&ECT TO INSPECTION AND APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER SILNG AND INSTALLATION OF THE ENTIRE BUILDING, BEFORE ANY POWER IS SUPPLED TO THE MAIN ELECTRICAL PANEL ON ANY PORTION OF THE BALDING AREA, RESERYEP FOR IJSMG AGENCY APPROVAL SLAWS: 7-23-18 mBllUCO m w OCOIPAtLD M-3 17D MP FOOYOOO D YAOIFPOSBI GAlteODi O �AVIAM e F73r ABOl10Ah a PSI' AuaNAeu mar IOAM 2019 COMPILES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL BIi EDITION CwmGR'CJ' 201E IBL1010A4 0 I.t IABIDw ootoloLWMLy e NALxmea w nwn9 t HcxvnaDlr NO NRDrAB TDw JAMODSM 1 ill►��'" g �E Jc L M L BFARORfl AVE RJQPM, IN 46514 1574) 264-0745 PRAWN' D.W.H. CHECKED: M.T. PAYE: 6/7/2016 SCALE: 3/16• - I- NAAIEM LID ICI® RAN M, SIME% CIO' 3055 00447T) Aur t1oPn auMrzpMl�wnBipml TBFaIaN /mCK6]. M wnmwlllMm MM 5 OF 16 tBa P�ANn px. RD.A IIIIa10 amgaA Yia'BD. VVEC: EAtpOSlre C Dws: 170 MPH MODEL: MOD-1447 . JAOOBSEN HOMM SAFETY HARBOR. FLORIDA. ALL RIGHTS RESERVED. 4i I OTER APPWAA LSIED TRUSSES MAY BE S BSCIUIED F MAIOOF AN ROW ANGLE 6 NOT D(Cffnm. ALL GAD'S OONTAI ND WITHINTHIS PACKAGE ARE BASED ON THE MAR A LONADIE OEM ROOF.�ANOLE. SPFMED ABDYE —1 Ili��\I11 �� Sri i�i llll \\, ii �� Ili,ll\I11, � 1„ \\, ,1 a �i'ill,ll -.10 - II (I\III \III Il i � \, � iE ii ill ;i ice- � 11 7 � , 1' :•,� ��' _ �'• ' �, 16' % B' TYPICAL JUT I FOUNDATION DEIM/OONSIUION W-S11E, BY OTITIS FOUNDATION VINMTION AND IS SUBJECT M LOCAL CODES MD NPECOOIS PER DRUB DESIGN STEM WALL MOIDATIDN SHOW - OTHER FOWDATION TYPES MAY BE U1DlM ti' X r TYPICAL VENT R)MATION VER LAIM PER ENGNEEi D DESIGN LoDF0 14'�,I I/`vA' " NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS ANO MAY VARY FROM THE ACTUAL ELEVATIONS -."' -1NAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER FIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. FOUNDATION DESGI/ODASIRUCRON ON -SITE, BY ONE AND IS 5UBIECT TO LOCAL CODES AND NSPECOO M SO71 WAIL FOWDAMON WIN - OTHER FOIRDATNO1 TYPE MAY BERED. FIFIFIF-1 � ® 1. FOUNDATION IS INSTALLED ON-= BY onmts 8. ROOF VEN1UA710N NAY BE ACCOMPLISHED THROUGH AND IS SUELW TO ALL STATE AND LOCAL CODES THE USE OF MHER VENTILATED EAVES OR ROOF 11 501E ITEMS 9IOMN MAY BE OPTIONAL 14. SOME ITEMS SHOM MAY REQUIRE SITE 9bTALLATION. OOMF] ElIFF-1 ❑ ❑ ❑ ❑ HOMES 600 kAicMCA20 COr1�I'r SAWY �IgOgr F, 34695 Z d 4. 5. L 7. AND UITPECIIONS SOME ITEMS SHOWN MAY BE ON -SITE; BY OTHERS. STE ITEMS MAY VARY. NOT COVERED BY THESE APPROVED PLANS WHEN INSTALLED. THE ITF.GARAGEBY FLOOR AND REOb FOUNDATION ARE ON -SITE BY OTHERS ANY STEPS AND RAILS ARE W-SUE BY OTHERS. LANDSCAPING TYPICAL, ON -SIZE BY OTHERS AC AND HEATNG UNITS ARE NSTALLM OH-91E BY OTHERS AND MAY BE RELOCATED FROM SONS ELEVATOR IS TYPICAL QLY. ON -SIZE PORTIONS OF EXIEF R MAY BE CHANGED BY TIE BUILDING VENTS. EITHER IN 1FEESE YEIHODS MAYBE USED SEPARATELY OR R OOYBINATON. 0. ROOF OVERHANG (Ei1Vt7 I'M MAY VARY.•TYPICAI. FRONT AND REAR EAVES ARE 13 1 Y ANao; 90E EAVES VARY FROM 10' TO 8' HALL BE V - 10. BATH EXHAUST FANS 9W1 BE VENTED 7G THE E7OEIBOR OF THE BIAIDNG AND SHALL NOT EXHAUST INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE, 11. THIS BULDING MAY BE MIRRORED VWIHOUT.IINY RE -APPROVAL OF THESE D TO (NAY EE--'FUPPED' SIDE TO 90E MD/ON END TO EM)). 1Z FOUNDATION VENTS ARE TYPICAL ONLY. AL 15. SOME 17MS YSHOMM MAY BE ON -SITE. BY OINEM 16, 7FF� E]iVAIONS ARE TYPICAL ARG707ECIURAL DESIGNS AND MAY VARY FROM 71E ACTUAL ELEVATION OF THE FINAL STRUCTUM ITEMS SUCH AS SDUG TYPE, SHINGLE TYPE SHUELEVA ELEVATIONS SHOVE ITEMS, ETC.. MAY VARY FROM 7FEg FIEVATONS SRIOYiL 17. STEPS AND RAGS ARE ON-91E BY OTHERS 18. EMi03W FOR SITE THEM$ BY OTHERS 19. ALL ITEMS MATING TO ACCE'SSE IVY ON THE SITE ARE AND ARE 91B,ECT TO NSPECTON AM APPROVAL BY THE LOCAL L BY ARE SED AND INSFIFD BY OTERS (NOTAPPROVAL , ASOICTON HAVING AU7HORny. CONRRAC M STOW TO LOCAL APPROVAL FOUNDATION VENTILATION IS ON-SIM BY OTHERS 20. MAY BE MIRRORED YRTHOUT RE -APPROVAL OF RAM 727-726-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS JACOBSEN HOMES AND ITS THRD PARTY APPROVAL AOQ:CYNS) ALONG WITH THE ARCHITECT AND/OR ENGIDFIIt OF THE BUILDING PLANS SHALL NOT IE HELD RESPONSIBLE OR IME FOR THE FOUNDATON DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSIRLI=RER STRUCTURAL OOMFNMRS AND SYSTEMS RELATND THEFEM min, mW -All �• �G% a N SF•' �' • •'•0�'� �� 3802 a .AM RESERVED FOR LISTING ,AGENCY APPROVAL STAMPS: PpPRODOWN VfO n y naam� � o 7-23-18 NO A N 5n IFLf xe wn,. Z ��� W .umiax® Ism a- COMPLIES W/ 2017 FLORIDA Hs COM 04CUMM ALL ETI EDNTION n 7. E. 11FA6OSIEYA'E E:AIIABT, IN -t114 JU41364A/45 I 0 r �mm= mm mm m-_ m-_ amm PRAWN: —114 0.wH CHECIOD: M.T. DATE: BpB SCALE: SHEEN 6OF16 WEC: E-Ipmm C DWS: 170 MPH MOREL: MOO-1447 or COPMNOR © 2010 . JACOM HOES SAFER' HAOM FLOiDA ALL RIGHTS WORM THESE DETAILS AND PLANS ARE COIEW MIN. AID AiOPRETARY MATMAL& THE CONTENTS OF TOS DRAfO PACKAGE COEM CON FMRAL AN OM M LE® WORYATGL ANY UUCRRO IRD USSL CWM96 DISMORM OR 06IREUROH OF THIS PACKAGE. OR ANY OF THE OONIQOS CONTAINED 7KERIK S STLOLY PMIBIED BY JAC®S:N HOER AND MAYBE IEIAMI.. DESE MATOWAS ARE PROVIDED TO TE REGIMENT FOR SPECEIC PIDPOSE9 ONLY AND SHALL NOT IE SW ED, COPED, OR OTERM'E REPROII:OD AND/OR DISTRIBUTED TO OTHERS FOR ANY PU<POSE MDHONT EXPRESS WNTI N AUIDUEZATON FROM 4008 EN HO EL TAB DRAYiNG PACKAGE NO ALL 09 MMM ARE THE E70OMSIVE PROPERTY OF JACOBS N HOEL ALL RIBNT9 AVM COPYAUMT 2M 3 G1RER APPROVER LISTED TRUSSES MAY BE 918SDUM F YAWAN ROOF MILE E IS NOT EKE. ALL CALOS CONTAINED THIN THIS PACKAGE ME BASED ON THE MAX ALLOWABLE DESIGN ROOF ANGLE. SPE6ED ABOVE iAl 16' X B' TYPICAL VENT 1, MAIN Of9f;r1/OONS1BUM ON -SITE, BY OIBFIIS FOUNDATION WIEATION AND 5 MUCT TO LOCAL CODES AND INSPECRON & PER ERGNE 38 DESIGN STEM WALL FOUNDATION SHOWN - OM FM M 110N TYPES MAY BE URM H> � vvHELA 16' x If TYT'ICAL VENE- FOfDATION VENTILATION PER D OM DESIGN FAOINI A ^ LDOq 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, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. EMATEON NOTES: . SEE CROSS-SECTION FOR •A •• t ROOF VENTILATION G A ■ ■®N TYPICALFOIADATION JJ��7A��A+44 WWW+++LLV���i RRA RXI DAIION DESIGN/COSTRUCOON ON -SHE, BY ON TS AND IS SID,ECT M LOCAL COOS AND INSPECTIONS. STEM WALL FOIMATION SHOWN - OTHER FOUNDATION TYPES MAY BE UTLIIED. J C® SSON FIF-11-11-1 ■ ❑ ❑„❑ HOMES 600 P.N�,C M COMA s ) Y 0� FL 3�95 1. 2 3. 4. 5. IL 7. AND FOUNDATION 6 INSTALLED ON-SIZE.ND BY OTHERS IS SUBJECT TO ALL STATE ALOCAL CODES SOME ITEMS SHOWN MAY BE ON -SITE. BY OTHERS. AND INSPEITEMS MAYS SITE KEYS MAY VARY. NOT COVERED BY THESE APPROVED PLANS WHEN RLSTALLEO, THE GARAGE FLOOR AND REQ'0 ARE ON -SAE, BY -STM ANY STEPS ANY STEPS AND RIDS ARE ON -SITE: BY OitIETiS LANDSCAPING TYPICAL. ON -SHE, BY OTHERS AC AND HEATING UNITS ARE INSTALLED ON -SIZE, BY OTHERS AFD MAY BE RELOCATED FROM SHOWN. ELEVATION IS TYPICAL BE ONLY. ON -SIZE PORTIONS OF WMOIt CONTRACTM SLISLIB ECT TO LOCALCHANGED BY�OV� NO 4 ROOF MWILAITION MAY BE ACCOMPLISHED THROUGH THE USE OF EVE EITHER RTLATED EAVES OR ROOF VEND'.. NTH[ OF 7TESE METHODS MAY BE USED SEPARATELY OR IN CgIBiNATOIL 4 ROOF OV4BIMRG (FJ1V� 9ffS MAY VARY, TYPICAL FRONT ANO REAR EAVES ARE 13 If AND SIDE EAVES VARY " 10' TO 6' NOMINAL. 9 VENTED O 711E 14 BATH IDIR OF T FANS SHALL AND DDFIOOfi OF THE BUILDING MD SHALL NOT E7DIAUST INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE It. THIS BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL. OF THESE PLANS (MAY BE 7UPPFD' SIDE TO FOUNDATION OE ANDIORDMA T TO ETD} ONLY. ALL 12 FMA71M VENTILATIONISON-SIM BY OTHERS AL 1I SOME ITEMS SHMAY BE OPTIONAL 14. SOME ITEMS SHO1MOYW MAY REQUIRE SITE OWALLA70L 15. SOME ITEMSSAN SHOWN VARY Y13EFR ON -SITE. ACTUAL 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL L ELEVATION DESIGNS AND MAY VARY FROM REEL ACNAL ElEVA71OM OF TIE FINAL SRAICTURE. ITEMS SUCH AS SONG TYPE. SHINGLE TYPE. SHUTTERS DECORATIVE ITEMS ETC_ MAY VARY FROM RAISE RE ON-s6 SHOWN. 17. STEPS AND RAILS ARE ON -SITE: BY OTHERS. 1B. ENGINEERING FOR SERE ITEMS BY OTHERS 19. ALL HEIRS RELATING M ACC RE ON THE SITE A DESNM AND INSTALLED BY OTHERS (NOT JACOBSEN) AND ME .ION HAVING AUTHINSPECTION AND APPROVAL BY THE LOLL 24 WCAI. AY BE UMOWITHOUT RE -APPROVAL OF PLANS ,000F]727 726-11'8B WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS JACOBSEN HOLffS AM FTS TIED PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHTECT AND/OR FNQDIEE R OF THE BUILDING PLANS SHALL NOT E HELD RESPONSIBLE OR 'ME FOR 7HE FOUNDATION DmCH AND/OR CQL9 UDMAL PERFORMANCE OF THE SUPERS, CTURES S ICTURM. COIpONENTS AM SYSTEMS RELATING TFEFEM AREA RESERVED FOR LISTING ,AGENCY APPROVAL SMWS: PpPROVfp «a A o-a o p 7-23-18 o ....K.,• NO £ Q .uo ,., eux •o. s s LNOPama M.n•1 2 O �1 + • •m. Dr OGL•n>,m��EnyR,•�eD �lp CgRTER ti• Pyy wx•mia°•�o+o,ii�iwa NM A C D>tllWff �DI�DI��� 00MFUES W/ =7 RORDA RES =I DxiLIDB+G ALL 6% EDITION ® z N Y" L DFARD9 AVE uRxnm, IN MIIt IsY+I 264-0M DRAWN. D.WJL CHECKED: Y.T. DATE: op"Ims. SCALE: 3/1E' - 1'-0' SHEET. Of 16 wEC: EWD•D• C Dws: MODEL: 170 MPH YOD-1147 S THESE DETAILS AM RMS ME OOKLELOLLL AM PROPRIETARY MATERIAL& THE OWENIS OF DO DRAWNO PACNAOE CONTAIN CREOEN DAL AND/OR PIBHE® .FDRLIATIN. ANY UNA[MIOR® USE CHPYM DW WIRE C R DISTREUIION OF TRS PMKAM CR ANY OF THE CONIONIS COMM U15W IS MWILY MNSITFD BY MCCUSEN HOBS AM MAY BE INAWFTI. THESE YATEIEMS ARE PROVIDED TO THE 00FIENT FEB SPECIFIC KWOSES ONLY MD SHALL NOT BE SCAM M COPED. GH OIFERWSE REPRMCED AM/DR OIRREUTED TO ORERS FOR ANY REtP= WITHOUT OPRESS RRITTEN A FTWOCZATIGLI FROM JAOOBSEN HMM THIS DRAMNO PAGLIAOE AM ALL ITS CW NIS AM THE Oni+aVc FROPFREY OF JACOBSE7N HOTELS ALL IDNIS RFC COPMiGHT 101E CGHM * f © 2018 . JACMSDN NO=. SAFETY HARBOR. RAMA. ALL RIGHTS RESEAVEII PLUMOING 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 ABS OR PVC PIPING. S TUB AND/OR SHOWER P—TRAP ACCESS IS PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN —OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL L EWATER HEATER SHALL HAVE A SAFETY PAN WITH THE EXTERIOR OF THE BUILDING (ON —SITE, BYO � CH MINIMUM DRAIN TO G. THE WATER HEATER TdRP 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 a ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. B. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH mow WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON —SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL J rVENT TTwROW (SEE RAN FOR LOCATION EDT REWRED ALL Plus) X 0 3" T l li )DO" SCAU: rr,S t 11r VENT TIRO RIIOF OR UM AB ADMITTANCE VALVE (AMq OR JOIN W/ r tiM TIM t t/r r xt NET WNT WA T x oOffAw=I P8 SCALE: PSIS to JI ULATION TER PIPE WITH A MINIMUM THERMAL RESISTANCE PIPING)IARGEROR HOT ATHENL3f4 INCH NOMINAL DIAMETER 2 PIPING FROM THE HOT WATER HEATER TO THE KITCHEN OUTLEM 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 4. P9 WG FROM THE WATER HEATER TO A DISTRIBUTION MANFOUL IL PIPING WIN RIIN U WIHS OREATER TEN THE MAMIM Rem UFNODI FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE R403.42 (PER THE FLORIDA ENERGY CONSERVATION CODE 2014) 11. WATER SUPPLY LINES SHALT. BE PEX, POLYSUTILFNE, 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 tS WHEN PROVIDED; ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' P (48.8'IC). 18. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE n. ALL ON —SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON —SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. t t/Y YERr M RDaF OR V LISTED AIR ADMITTANCE VALVE (AAV) OR JOIN W/ r VEIN SISIER r To. SHOWNt Omm lips SCALE: NTS t to VSN TIw ROOF OR LEM AR ABDTAMM VALVE (MV) TDB 1 1/r t t/r b oTus Omm - 2. SCAU: Mrs TOE: DISrAN E OF FOIIdE TRAP FROM VIM '.SUE OF TRAP 09HES) SLOE LT M PER RXIO DISMTRE FROM TRAP (FOEO 1I/4' 1/4' W-r t 1/r 1/4• e-w r Vs e-r r t/e• tr-Or IV t/Y 1!1-r TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE r VENT RIO ROOF J r LAN OR t t/r r w.a T_r t t/r VENT M RaW OR LISTED JAR ADIWAN E VALVE (RAY, LAtL t t/r 3 olAv. ON" SCAU: Nrs I t t r VENT THw ROOF OR RSRD jAR ADIDTANOE VALVE (Mt) Tar. se4l t 1/r t t/r SCAM aNnS SITE INSPECTIONS AND TESTING IS REQ'D A UC04M PLUMBING CONTRACTOR IS REQUIRED TO MANE 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-STE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE 4 LOCAL JUHISOICIRON HAVING AUTHORITY. ONCE ALL ON-STE CONNECTIONS HAVE ♦♦`, BEEN COHpIEIED. 71JE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL ♦♦ INSPECTIONS ON THE COMPLETED SYSTE74S IN ACCORDANCE WITH SEC71ON P2503 OF THE FLORIDA CODE ` *. t t/r VENT Hw ROOF OR TLtiIED AR ADMITTANCE VALVE (AAV) OR JOIN w/ S VENT WAM r 4 rrp.WAsmat 00WIL pa SCAU: ors AREA RESERM FOR USYING AGENCY APPROVAL STAMPS: PpPROVfO TA 1l11 7-23-18 y o NO Z fa W gas. NMI cj �pIO®�■®EAIYO!■MMIOm GARTER NIMLINI NO COMPM W/ 2017 FLORIDA lib CODE. INCLUDING ALL eel EDITION iNr 44 •4 , \ vw JNA I/111111�1 ® � 2 W � ■ 7W E. DEAYDSILY AVE� aw"", IN 46T14 (6741264.ffO 9A JIM APAWN1 D wx CHIC®: M.L OATS: 6/7/201G sCALE: 3/1e• - I.-r SBEEF, ® ®Irm 16 VVIC: mwo c OWS: 170 MPH MOOEL: M00-1/47 THEM DETALS AND RANS ARE COIFIDFHML AND PROPRETARY MATEla" THE CONTENTS OF ME DRAM G PAOfAOE COMAIN OOEIDE NDAL AND/OR PBWE® W RMATIft ANY IDMIR MRMM USE DOPYIN4 ILmha W OR D61RwDON OF THIS PADfAOE OR ANY OF THE 0247M OWTAKL THEREIN, S SSIVITLY PROIBIED BY JACOB4N HOES AND MAY E IM.AlF L. MESE MATERIALS ARE PROMISED TO THE REIpENT FOR 94MFM PIRNM ONLY AND SHALL NOT E SOMRIA COPEA OR OHERWSE REPAOMM AND/OR DISMOM TO OTHERS FOR ANY PWiPOSE WTMOUT DPRES7 WRRIEH AUIHORQAIION FROM JACOBSEN HORSY. 7HI5 DRAWING PACKAGE AND ALL ITS CON EXIS ARE THE EMMUSM PROPERTY OF JACOBSSEN HOES ALL RIOTS R®Om COPWOOHT 2O CWMW Q 201Ie . JA(:OBSEN HOLE$ SAFELY MAIEDRL RADA. ALL ReLDS RORVEA WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET COL HOT POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL BE TYPE'L COPP E ER CPYq fR055 UNIED POLY- ETHYLE OR OTHER MATEGAL.S APPROVED PER STATE AND/DR LOCAL COOE(S). 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER ONES. & THE WATER HEATER SHAI INCH M THE EXTERIOR OF THHE BUILDING (OFT --SITE. BYHAVE A SAFETY PANWIH OTHERS). MINIMUM DRAIN 4. THE WATER HEATER TaP RELIEF VALVE SHALL DRAIN TO THE EIIETOOR (ON-STE: BY OTHERS . S THERMAL ANSOt DEVICE. IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS. SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL L ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH m.. WATER NIET M THE BULUXNG (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT M LOCAL APPROVAL. S WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. PD.D ALL WATER ONES LOCATED N ANY UNCONDITIONED SPACES SHALL BE INSULATED WHH MNMIM R-ee INSULATION (ON -SITE. BY OTHERS). I/ �• x 2• T' INLET KITCH 32• X I/2• SHOWER SINK � x a X m 192 x )/r WC N 1 X34 � 3r X 1/r LAV ICE 24V X 3/4 VCROSSOVER 2` X ILAV LAV 69' X 3/4 X 12• n�. V2 X 3/4• WASHER 6qY• X 1/r x SHOWER wC ac '6 KITCH SINK WX1/2• —� 5NOWER SHOWER G. WATER SUPPLY SNB UPS TO BE 1/2 AR 10. ALL SUPPLY •CROSSOVER' (MNG LIH'6) PIPING SHALL BE CONNECTED ON -SITE, BY OTHER% AND SHALL BE SUBJECT TO LOCAL APPROVAL N. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORSENT MATERIAL TO A MINIMUM HEGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEI. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS AND SHALL BE SUBJECT 70 LOCAL APPROVAL 12. WHEN PROVIDED; ALL FIXTURES FOR SHOVERS, IUB(S, AND/OR lUB/SHOWER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MDGNG VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' F (4A8"C). 11 ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 14. EREHOR FAUCETS HOSE BIBS OR WALL HYDI MS (WATER SUPPLY OUTLETS WITH HOSE THREADS SHALL BE EQUIPPED WITH A VACUUM BREAKER, DWALIID PER THE MANUFACTURES INSWCDOS. ER. FAUCETS ARE NSTAUEO ON-97E4 BY OTHERS 1S ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. msD SITE IIVSPEETIOIVIS AME3 TESTRV[a IS REQ'O A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON —SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT — DWV SYSTEM). ALL ON —SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON —SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED .SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. LOOKI DNS ><� g Q ! ARFA RESERVED FOR LISTING AGENCY APPROVAL STAWS: PpPROVfO OR" cD�7-23-18 vy �- «� No O xu.vcvamw A N m WET alc®I Z i WOJ.- gow u..,�.m.... uoo COMPLIES W/ 2a7 FLOWA RFS CODE INCLUDING ALL eB: EDITION rA MEN No Mm •.... V 'I E N 3F•.�'f�•�� 63802 *� N AL INURE l_ 6 B$s y a Z M E. BEARDSIEY AW EIAINART, M W14 1941361 45 F 7 h � 1 2 5 mm= m-_ mm= m-_ m-_ amm, DRAWN: D.W.K CHECKED. M.T. DALE: eppo18 SCALE: 3/10' A-o' SHEET: 9OF16 WEC: ExpBwYB C DWS: 170 MPH MODEL: Mm-144� THLSE WEALS AM RAM AM CONFIDENTIAL AM PRG'NHETMY VATERL" 11E CCKnM OF DER MAY" PACKAGE CCKTM 00161000AL AM/1W PRSIJ = NriMAIM ANY UIMUIIIM = USE CQPMK ,rwi WM CR D&TRHDIO/ OF 11C: PADOM CR ANY W 1W CONIQHS DOOAM MM M MMMY PRONSM0 eY .NCOSSM HMFS AM MAY f E UN AVEU. TIESE MATMA S Ali£ PROYO M M THE MOMENT FOR SPE IM PURPOSES CHLY AM SHALL NOT BE SCARED, COPED, OR OTHFAN SE REPROOUOD AND/OR DSIRBUDD 70 OTTERS FOR ANY PURPOSE flORUT E7FRESS NRTIEN AUTHCRLADW FI MH JA00ME N HMFS THIS MIBW PACKAGE AM ALL US OMMM ARE THE C(LUSNE PROPERTY CF dA00134N HOMES. ALL ROUTS RESERYM OOPIROR NIN CWIROR © =8 . ACUBM NMES SAFETY NAFOR FLaW , ALL ROUTS FICENEL mocmmm NCMS: SUPPLY CC" REOSTER 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE 512. SPECIFIED ON THE PLANS. INTERIOR DOORS SHALL BE UNDERCUT t" ABOVE THE FINISHED FLOOR FOR RETURN AIR AND/OR AS SPECIFICALLY NOTED ON THE PLANS, 8 SUPPLY WCT DIAMETER Tom 1 RESIDENTIAL APPLICATIONS: R6TROOM VENT FANS SHALL PROM DE 50 CFM 12® SUPPLY REGISTER SIZE 4. 4. OF VENIILATON. COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. TM RA T(FR�ANtg7A �NAqRI17 �� g TRANSFER OAT SEE E1Nc (E%GPIIOHl N) AM � S BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. HVAC PROVIDING 20 CFM F R EACHEQUIPPED OCCUPANTiOR 0 CFM OUTSIDE OR EACHAIR WA ALTERNATE: �4e. CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IS REQUIRED TO I\/ G UL MAY E INSTALLED THROUGH THE NA L IN L011 OF THE COUNG AS SHOW BE INSTALLED ON -SITE, BY OTHERS. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC �7. EQUIPMENT (UNIT). THIS REQ'D RECEPTACLE IS REQUIRED TO BE INSTALLED RETURN CG NG REGISTER 1p0F ON -SITE. BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE CODE(S); ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. MOD-1447 170 MPH - M (Bthate) DPOR 1E C HVBY-913II 15 AV / IC-151 HM AT HAH =35 fffT IEDI IqE 11'-3' N 1/J'zEDl/C bl 1401C tK /11W Ids O I fi 10X6. II • II I L10Xfi —J I ' 10 z 6 I to5 C B� Irb:j II II ILIL OI PORCH 6 5 I I I flA R8. u R TV. REP IL � or FM IMP. Q A7f. l a 1OX6. 106. P II I I j I LIVING ROOM MMEIP-3055-MI447- °vmm ansr'•, (tN' 11 * * A MANUAL J AND A MANUAL S FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING [ON -SITE, BY OTHERS] * * * ANY REQUIRED TESTING [BLOWER DOOR AND/OR DUCT TIGHTNESS] SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED + ON -SITE [ON -SITE, BY OTHERS]. M904AM ► =S: (C®WNU10): a ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH ALL DUCTS ANDNDUCTaSYSTEEMM COMPAVE AIONENTSR '( A INSTALLED ON THE EXTERIOR m OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-B.0 R AS ALLOWED BY THE FL ENERGY CODE AHD. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A �LICENSED NY HVAC CONTRACTOR. t1. AIR HNp1ER /RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED Lam AND SEALED IN A RDANCE WITH THE FBC, ON -SITE, BY OTHERS. �t2 SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR Im COMPLETED ACROSS THE MATING LINE AREA(S) OF THE BUILDING, IT IS THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO INSURE THAT THIS WORK IS COMPLETE BFF.ORE THE BUILDING IS CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. 11 OPT. FACTORY BUILT -FIREPLACES INSTALLED IN ACCORDANCE */ FMC. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. 31 t/L'x 111/4' -, X :01/C 13T OII 9mMSm QII — 80. L #s 5 C 201 ZL RA 9L 1* 5 — 10XI 67 °� r JD 1/F 1401/F EXTERIOR FIREWALLS C ,y®iff WINK HOOF = R-30 WALL = R-19 FLOOR = R-22 KOHL R-111 4-9' 1 -T' I61/11 m I/P --- BEDROOM #2 N s 1i ..- Do Iz g 8 I � 'r 12X8: v, h 9] NNNUM uaw 9QUIPM [ sMS: AU CUWU Z®NN: 1. PROGRAMMABLE THERMOSTAT IS REWIRED TO BE INSTALLED. lam 2 REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS IN ALL lam CASES, THE �MINIMUM EQUIPMENT SPECIFIED SHALL BE INSTALLED. 1 FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES LIED THE TOTAL DESIGN CFM FOR THIS BUILDING (REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLING AND/OR THE FLORIDA ENERGY CALCULATIONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED SYSTEM. A MANUAL-J&S FORMS ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON-STE TO INSURE THAT THE AC/HEATING EQUIPMENT IS PROPERLY SIZED (THIS IS REQUIRED, AND IS ON -SITE, BY OTHERS - NOT JACOBS N HOMES). C CROSS -OVER CONNECTIONS (HVAC). FRESH AIR INTAKE. AND ANY REQUIRED TESTS (DUCT TIGHTNESS, BLOWER DOOR ETC...) SHALL BE COMPLETED ON -SITE BY OTHERS, BY QUAUFIED PERSONNEL LLDoucts SalleBristol ered System Using ad Graduated Flex w/ Ceiling Diffusers Flow Split A/C N GREEN i 1 H s9 MAN *1 1 Q 1fi 115 16 Hx8 JOISTS MO pN•FMM SOLID FUEL BURNING FIRELA� WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-107 HESE TDETAILS AM PUNS ARE 0°HF'OENTAL AND PROPRIETARY MAIERALS THE CONTENTS OF THIS DRAWING PACKAGE CGNTAIIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUMGehD USE, COPYING, 1= me ON gSRISIMO N OF THIS PACE, OR ANY OF DE CONTENTS CONTAINED TiOM IS STRICTLY PROIIMTED BY JACOBSE N HOEL. S AND MAY BE UNLAWFUL THESE MATERIALS ARE PRONGED TO THE RECIPIENT FOR SPECSC PURPOSES ONLY AND SHALL NOT BE SCANNED. COP®. OR OTHETYASE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN ALTHOMTON FROM JACOBSE N HOME& THIS DRAWNO PACKAGE AM ALL ITS CONTENTS ARE MW 9 E 00CVE PROPERTY OF JACOBSEIN HOMES AL. RIGHTS RESERVED. COPYRIGHT pie n AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS:wwwosm NO PpPROVfp aoHIDnmaNNITN� omlArNv, Wa TamocTlAa, IMNUNNOa • Nam YMGGTD 1mlPx �...,, mon°,wwG Nmu N�..a ° �'�'• V 7-23-18 63802 ; av I 114r%l- 1 'ttnum�'`` � u ® Z s i 700 L 111ARDSLEYAVE FLIOB{HT, IN 45514 IV4) 264-UY45 DRAWN: -11 D.W.H. CH CMI; M.T. DATE: 6/7/2018 SCM: 3/is" - 1'-6" _ JANffiYNI I— AGOWADI u� MIU"A ONW II*I,9 I"-£ �� C IanloAw _ MAN— - -- - (O ao ,Y - MM-30W 0""P - - - - SNEE[: � p maloAo, - ECmN *R!°s,H�-(.4_L R Ip�ML*Y T1MPIS VAX A •NA► -ixreu,a*�a30me �y0 P � � ifli*'Oc A osA o.w n TH<rlaFu TOATn*TT o Nuao• Ao ATTow wT x R,. w,. m ar®• x..® M ARDOW MA*II�IM ANP®4.)III� 10 Of 16 7�■ yq COMPILES W/ 2017 FLORIDA REEL CODE WEC: Expmm C INCLUDING ALL Bth EDITION ow: 170 MPH MODEL: MOD-1447 COPYIGHT 0 2ma . JACOBSEN HO M SAFETY HARBOR. ELORIDA ALL RIGHTS RESERVED, 4 pflRf.R4WIN INSTALLING A NODULAR STRUCNRE/BUILDING CAN BE EXTREMELY DANGEROUS ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR SHRUCTURE/BUUDING. IMPROPER PROCEDURES CR TECNNQUES COULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT IN DaENSVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IFFYOU � ARE NOT �QUALFlm OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. t MODULAR BUILDINGS/MUCNRES CAN WEIGH MVQtAL TONS. IT IS VERY IMPORTANT THAT ALL PERSONNEL, ON THE JOB SITE, IE GUMMED AND PROPERLY/ADEQUATELY TRADED. A CERTIFIED BUILDING CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR OTHER LOCAL, STATE. ADD/OR FEDERAL CODES AND/OR REQUNEANENA. THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. m for MARL LAr Anal fIIYMN nnrxmlRl l/lQxAm IorAW x YNMA sar IfN0I1 aT r rfR asr Ram seen IO21HB a,saYt w m leaLas anpnn set aArfr 0�, +/r rarlo r as we !a1®Q m Q*..Mr WA®YID MaIP R LLINmIMa-RLMAYKaSIRaWVM FAN"ALL 2fi1®aID yflF!MIOATMN 0*4M N 0ED0�ww mM ma.mf/a9Wr-Oa Afllr caa � IIF1rIL EDAM IN sAFrA N ara W AasuL POMAToI omN N afOr G� lu rmo 0uT a6 alnlaMl P,M. IRn, obf Im m ROM as rAa n MATING LINE(S) COdECTIN(S) Is® c oil SCALE: N.T.S. DETAILS 1 THROUGH 3 ONLY APPLV WHEN A HINGED TRUSS SVSTEM IS INSTALLED ON THE STRUCTURE. HINGED TRUSS SYSTEMS ARE OPTIONAL. I� mr am ■ 0M® aoN W K YN NO' Im eNaRL IfaOs[ swPs Ar ur saE Roo Pript TIP. IN® TRUSS DETAL (NOT FM ON SwnoN 00" Loa: xYlYYaLLTINrffrnBl m aN! W 01! m for -DOLL IAa M41A6R 71KN aFIBA1w>ti raaeml4os'nAtlms � � �' sanrxaNelNn•xlnmt EERIE w1r u&-.' arrIN4 w e mea,urMoir TAYIHI anise Bar feor man N x ®Iml W a xYYMIrx s�r+e Ass 1 VIPon 4VE E NGIm AT� arr7MOoa66T1'aiu. r wm'4 . W/. rm w a. w loam Pa LM sY®W m AIO m AI1T of4fevN r� Z. ANelMe avaYL IRA IOOALr A1WD4 POI OARrRaO•r YMLfeEIO OoaaC LM IlON f M01r a,W w m ire. ItRAi W IaION R 11/r. aamaD �S�f�Wlr.6d A"9sarla MIAmaM IILIIAam AaaR otmlla NO d•IOA YLOYm - a•-fY: fr mar MATED DOOEfECITIIOOENW1(S) - FLOOR / WALLS �r Ei yUUNEE(S;)) �Pamla l9®A nil ��� DESIGNED 1M1'ii OF LUMSER SWARWALL DESIGN SPECIFICATIONS MMMAI DDSN SWAB VALE MIT AP&A DDO RATED SEAIWD SHEATH FASIM TWE SIE1TIM FASTENER U MM (11t) SEEARNO FASTENER MA M01 SPAM POES GLY - NONE 0) WALL TO WALL, WALL TO RDOL At WALL M C71C FASIOER FASMIER SPAOO UM72 RF SWAM ONE WE NLY 10 OA STAKE L70 0L B K OA MAY. 0.131'a1I)r 14AL IL433 IL OA MAX 241.38 P F SHEATHED GE SE OILY 1S M STAPLE L75 K 4 K CA MAIL 0.131131/r PAL L292 K Lt MAX 32L44 RF SHEATHED OE SEE ALLY 16 OA STAPLE 1.701E 3 K CA MAX 4131'.3 1/r MARL 4719 K LL MAX 41320 FLF SHEATHED NE SIDE ONLY 10 WL STARE L76 K 2 K LL MAX- SE NOTE 1 413113 I)r NAL 3AI IRA CA MAX 2DU PIP SFATPD OE WE ALLY 10 BA STAPLE L73 K 0 IL OA MAY. 4131V I)r NLL 7J315 K 6t MAX 2ZA PF SFATIED ONE SCE IDLY 13 U STARE 1.75 K 4 K CA MAX 0.1317G1 I)r NAL 0,002 K LL MAX 401A PP SHEATHED OE SEE NLY 10 BA STAKE 1.78 K 3 K OA MAX 41311a I)r MAL 3778 K Lt MAX M0ID PLF SWAM GE SIDE IDLY 13 OA STARE 1.70 K 2 K OA MAX - SEE MOTE 1 L131V I)r ML 2m0 K O.D. MAY. 23834 PF WFAUED GE SE GLY 14 OA STAKE L70 K a K 0A MAX 06131513 IR' NAL L445 K Lt MAIL 33L14 RF MUM OE WE IDLY 14 U STARE 1.75 K 4 K OA MAX aam-a Ix HAL 4S72 IL OA MAY. 470A PIP WEAIM GE 'SIDE IDLY 14 BA STARE L73 K 3 K OF MAX mm-a I)r MAL 1727 K OA MAIL S00W PF SHEATHED OE SIDE OILY1144141(UKE 1.73 K 2 R Lt WAX - SEE NOTE 1 L1NSO 1/r HAL 2JfA1 K CA MAIL20274 PIP 91EATHED O E EE OILYL ,JO6 R 6 R OA MAY. 031i3 I)r NAL Lm1 K OA MAIL4HDI PIF MINED Off SE OILYL IJD3 R 4 R CA MAX L1NS0 1/r MAL 3432 K OA YAX 6" PF SHEATHED Gff SIDE IDLYL IA75 K 3 K OA MAL 6,31'al 1/r PAL 2JN K GA MAIL 74U RF SEARED OE WE ONLYL LAM K 2 K OA MAX - SE NDIE 1 0.13113 I/r NAL 2AD K Ot MAX 641de PF SHFATPD TM Sffi KE V5 R 3 R CA MAY. 0.131131/2' VAL 2�0 K Lt MAIN.lO10 PF SHEATHED TM � RE 1.75 K 3 R CA MAX 673113 IJT NAL 1JM K OA ox SHEA FD iM M S 131 NAIL 11.076 K 3 K nt MAY. Aw ,/r WDm soEW Ltl3 K at MAX 1492A PF SEELTIED TWO ! m L131 NAL LIB K 2 K LL MAX - SE NOTE 1 ,12,3,/r SOR SOLI LIDS K GA MAY. NOTES FOR TMLE-11-1 1. SIEVIi'LS NH SEATIM FASI1m r Lt WARM REQUIRE DCBFD SIBS AT ALL CSS EDGS/S'AMS NO AT ENDS O WALL SENBIL4. 2. WAIL SLID SPADED B W Lt YMMB. 3 NO CUE B ASUM SFFgm FASTENERS IDLY. 4 MF DM N WAL IS NIT ECEED 10 BE CNININS AMDSS ANY ODIECIN (WALL TO OU. WALL TO FLUB all WAIL 10 CO NC 71E651 L 0.170 INNS CR 0.13I' WAS MY BE SIBSIIMED FOR 7/I9' STAKES (18 WL N 13 GO FOR FASTOED SDLBNO TO H MNO N A OE TO GE BASE CR AS SUM N IRE APRM 0260MCIN W MAL N FASTENER SIIBININ SIEEIS/IY96 L DEAIWD FAsmm - AL FEUD Famm Pat wa m ®N am wm MET AE Y CA wmm S'ACD CALL FA501EA TYPES'). 7. FASMM SPAM LISTED N TIE TAME SHALL BE MCMERED AN AVWX SPACNL FASTOM MAY OEM THS SIANL AS I= AS TIE M MN TARN ERN ALL FASTHDtS B DOUM TO N LESS TRW THE CAMM S•ACO A10E3) CRANES TO SEARNO A 01W WAIL FMM04 L ALL 96001IIM. SW ARE ODCm. L VALES TRIM FROM EIR-153L 10. IIMsI FASEREII PETEIWTM INTO FRAMM IDLERS IS 11/r LASS OIBLmom SYI>FED N TH S ME (PAL FMIUM OLVi It TABLE VALUES MY E INIHPOATM t2 ALL VALUES N TE TABLE ARE BASE N 3/F APA N TEO0 RATED MINN) - WATER SEATFNO THM*M MAY E SUBSTITUTED. 13 TALE VALUES MLLTIKm BY OM FOR SF AND u FM IM 14 THE VALUES ARE BAWD OR OFF UNDER (PAL FRNEC) Wo MRATAKf IYCuMWA7Orat 1I4[ Es =®ATQO q PGOWI �rRN�Allr� ATGO Yr YL Auto rarw IMbisO m m tY Wa1 )INV iEaIL a 1/r E YI pt Yr frM1m 1 Vr of AlMa m®Ar r as IMR m YI?al�.t AT ML WfalO YOMOOO OI!I ML fillr sAaei YNOt-atAIO MD-OFCELI Id M ATTMaNO ®[ M afAIIM ICI sow rIrA01 � -2A FAA2M I11 V MAIM 2M Ifll M /d<M noM; manes rx x am s41 s r ®Isar rMN avc a<oNl o ssnMlm NIP IDC DInsa Nrx6CM � I', I ' (�aW dcrrwxr 0as wr ppm / EAa101r MOMo lY!• W. A rO[ fM nM ou Arl•Mremrwtrm wr xo OorlWmaL VL. MOYL rsYl Ylra nAn y fa1 ' was CoOLlaxtY� fIn Co armlet �aN nC Arrow YAIaFY FARO r I®avta •m 71P. ENOD 1MI5; OCTAL TAP. HWACD TRUSS DETAIL Bar REWD am mmi-mNGED How ImDunmo OW FM ON N()N--H1NfED �m- S ®N 0 L 3 SMON MW SOLE: 1/4" = V-O" SCALE: N.T.S- MOLL HO - NA4rM I tww A (`�W Nor FpImI m •.. YAnY iM mNCMI all�l Mt ameor Nw alrAiY•MMI aJMO arsrrn �r� Qaa4 oo�Ml 110!¢ NaAK - OFNL M Osa MATI,NN�GG LIES) Z . 9 �OyOy'N�*F.CRON(G) I�s���r.pIIL1L���;.. r�� SAr�RA®al Y4 OAYAJec I IIOUtt-S]57.3 - 110EA0ED ROD% OR BOLT SEEWALL OR MAT►q LINE WALL THE ADJACENT WALL VIDRE ( (NESS) MAY BE INCLUDED N THE EFFECTIVE LENGTH OF THE SEAR WALL THAT IS AITACED TO THE ADJACENT WA1LL. SHEAR WALL EFFECTIVE LENGTH " VIMN SCALE:: N.T.S. Y a Y R Che' YIl1uE METAL PLATE UtODt flDOt JOISTS REWD MATING LEES) DRY-NAIAS IW 7 vow SCALE: N.T.S. O m"SON HOUG-SDSu OR HMI -SD= PRODUCT AFFIRM& NUMBER - RA404) ASIF7ED TO DOIH.E SAID LGL W OR 70 SHOE ST Ar THE SIDEIYALL OR MATING LEE WALL PFR lE MANIFAC URERS HORS HOUS-SD526 - 7180 HIS HDU1I-SDS26 - 9693 LBS FIDOt JOISTS CSE ORHR DETAILS JOIST SPEDFlCST BElIDW 9EAR WALL AEA. aG STRAPS O BCRVAFNf 1ENSME GIPAGtt MAY E IISD N RED � 7E FDADEIS 511DIN IE7HB1 -SEE O11FH OETALS 507E AtiW END VIEWS SHEARWALL FASTENING TO JOISTS (FACTORY INSTALLED) 9 t� slo V1s R 11 SCALE: N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVep m TIN oy 7-23-18 ` NO � ssl¢r xv.wra mrm N 4raWr1 EW447M TJ yF� P! MOZON =A mN , . rmesv prll.,aG�i N�E,M.:�IN: PSyosrKaaaeamlwE7oa CARTER N' Pic -m,YiLwi�`.o,�iYao COMPLIES W/ INCIUOING 2O7 FLORIDA REM COON ALL Oth EDITION Mim■m ■ ■ ■_ �_ A. a 63602 •; IT ii 3 70• E. BFARDELLTAVF 1LIWART, 4aa14 45 Inq 2a4m4s 1 mm= m-_ mmm m-_ m-_ mmu 'DRAWN: -114 D.wx CHECKED: M.T. DATE: 6/7/2018 SCALE: 3/16" - 1'-0' SHEET. 11 OF 16 WEC: E141a C DWS: 170 MPH MODEL: MOD-1" I THESE DETAILS AD PLANS ARE CMFIDMOML AM PRORETARY MATERIALS TE CNIEHM O THIS mom P=m =am COtfmm AD/N MmEm NKIRIAID L ANT' UAUfIE10 = USE. OOTI4D. OS00S2E. N D6RtDUIUM Or THIS PAOUE. N ANY OF THE WENTS CODAI G) HELP. IS STRICTLY PtOmTED BY Moma71 HOES AMID MAY E UI AW.L. DM MAWS" ARE PROVDED TO THE WPM FOR S'ECFIC PNPLSEII ONLY AND SHALL NOT E SCMIED, COPED, N OTH RWg REPRODUCED AD/OR DISTRIBUTED TO OTHERS FOR ANY PUFPOE WTMOUT DOVRESS WTRTLN AIIHNRATION FROM JAMESEN HOES. THIS DRAWNG PAHAE AND AIL ITS CONDOM AM THE Pm USIVE PROPERTY O' JAOCBSN HOHL ALL RNTB R EBER%= CO'W00HT =8 omraci I © 20TB . JAIDBSN HOES 14MM HARDEN, FLORIDA. ALL RODS IEMPAM JACOSON HOMES FLOOR, PLAN S"ORWAU WALUATION: RM NIImEN YtP-3050 OU447h ALLOWABLE S06S4 DE94t NOIOQt ZNFS 3" PSF cm - LLT 4 U) FRO P&SSU ES (ASD-WFk ETD ZONE. 690 PS' IESIG/ WHO SEED: 170 MPH - VUt (UUEab) TOTAL EXPOSED SEVALL rAVE RB.A 10g Np6 / H2O - IL05J7 FEET H MAX MEAN ROWHEIGHT Oft 35 FEET SDii EWALL T(TOTAL. EXPOSED / 20k 548 14C ES / 120 _ &W FEET EXPOSURE, C RODE PITCH WITH SELECTED 7RUS &W / 12 WIND IrORMNCE FACTOR I - 1.0 ROOF ANGLE WITH SELECTED TRUSS, 1L20r (1 MA7GLRN ALLOWED DESIGN ROOF ANGLE 2O (OEOfEESI OR 437 / 12 INTERNAL PRESSURE COFFFICE:HC 044 - (LiS MWmcl) HIGH VELOCITY HURRICANE ZMM NO TOTAL DESIGN ROC' NCOND 81.684 NOES / 12.0 - 4W FEET OTHER APPROVED, LSIFD TRUSSES MAY HE SWIlUTED E MAXIMUM ROOF ANGLE, SPECIFIED ABOVE S NOT E7TFFDFD. ALL CALL S OONTAIRD WEAR/ THIS PACKAGE ARE SASED ON THE MAX ALLOWABLE DESIGN ROOF AL" SPECIFIED ABOVE USE THE DESCH OF Vaad - 150 MPH, EXPOSURE , M - FRET N THE CONSTRUCTION MANUAL. FOR THE DESIGN OF mdt NO MPH, EXPOSURE C URN - 33-iET. SHEARRALL MN. SEARWAIL UK SIEARWAIL IEMET � LENGTH LENGTH MINIMUM ALLOWA-rt--S: ••I UNG t 10e / 33 - 3mm "ONS / no - 287N FEET WALL. 1: - - - - 7/l MARlE YIO NAM - at@o4r WALL SECTION INCHES TOTAL 71iRARY SPALt 223a PET a■aN 4 m a aTAae- tae s IaaD • a ■Lao. WALL SECIN 139 ■IMa ■EM OIYa,MDCaraa m aaLm Raa17RRaRaWM■M Fur. MIINCNES WALL SECTION, a NO6 END ZOK DISTANCE, 814 FEET iOt oWP:aR/r Rwa Mawr as Ww. MDYM WALL SECTION: 0N0HM INTERIOR ZONE DISTANCE: 13eG PET aaaMSM■aMmRIAL-auo® WALL S CRO , 0 NOEL ON WALL SECR0 NOS (FEET) SEWALL 71'B. O'SPl TOTAL. IE14MM IF VALU 10 INCHESCISTANCi a OR ROOF HT. ■ DTP - LOAD N PG IM DIVIDED BY., / 12AM INCHES WALL END ZONE42 LOADS B." : 40■ 35= - 21a0D0 FORM TOTAL. LIENUM Or WALL 1&75 FEET WALL INTERIOR ZONE LOADS` 13M a 4542 A, MIS - 22113= PONDS ROOF END ZONE LOADS: am ■ 4=7 II 14a - 54&.E Pam pdp aar.L rrWIrmRRs■®PaRORrNMMm ROW INTERIOR ZONE LOADS 13a0 ■ 43OT % 10 - Sam PONDS p 1@` eN@LaaraTFooMpMAONaaMMP, TOTAL.IaAD FOR acAA__L,. - SSSOn FORM i @@€�� aTRee. Mrwa,a■aa7aa ILR@mwwma-w TOTAL. PEON OF 9EJWWALL: / i&7a FEET aaaM::r.■-TON a ■MAC. A W Rana ramcwlw.Ro:u■R:M DEEM SEAR VALES O)T* - mu PF 4>• 4(� 1 a10EaRMam Ma OMM. m mmRaM M:ER SIEARwAU. MGM % 9FEET 1 tM■amT■tr aaaM. ■ ® atau,wmaosee- ■ Rma,®ArwRT-a,v mw:M 4CNm m,oMaMm acml 01ERRSdR10 PONE LOAp - 3105 POUNDS _ WALL 3: _ 7Ar waRTMD ML wnM - at@aar -I WALL SEXI 0 INCHES TOTAL. LiRTARY SMN: 0 FEET WALL SECTION, 0 NOES WALL SWINK o NOES ENO ZONE OSTANOi 0 FEET WILL m Tura T® rtm MMAWaM - M IMOaT WALL SECTION 0 NOES INTERIOR ZONE DISTANCE' 0 FEET WALL SECTION 0 NODS WALL 0 INCHES TOTAL. U04M OF WAIL• 0 NOES ■ DWP - LOAD N POUNDS BY., / pvom BY., / 1Xaq NOES L6u�� Sam 4a42 % ee.2e o PaHNDs 10TAL. TENON OF WALL 0 FEET ■ 4 U % 3a2 0 PONDS lOAOS O : 4307 ■ 14a - 0 POUNDS pA .:aM%LrlMmimaTm LaAaa 0 430E % to . a FDIHRaa p )�= Mva■L Marty Tc�MR TOTAL. I= FOR SHEARWALL: - 0 POUNDS 3 OZONE ram, aMa.sa TOTAL. LENGTH OF SEARWAU- / 0 "a 8 iii am:+raaaTaN ■Kuw- a aura waam MaO�w. a DESGLN MEAN LALUE(DSVk - 0PF 9EMWAL IEXWi: 09, §3 trA tF ■MAIN. 0 aaAea ■wamaeasR. E 01ER711ENN0 PONT HOAR - OPdaDS _ WALL 51 no MIm Magm - max SLY WALL S ION, a NOES TOTAL. TIZNRARY WAR 0 PET FINE SECTION,0 NOES N WALL socno 0 NOES ENDZONE DISTANCE'0 PEW ■ML m Tura 7m MIN NAa1C - 11a @ MY WALL somt a 0 NOES INTERIOR ZONE DISTNNf: 0 FEET SECTION! 0 NOES WALL S Cm 0 NOES QS') TOTAL.0 MM OF WALL, 0 NOES O T. ■ DLP - LOAD N PaFas GEEm BW / t2A00 NOES 4A42 5a 7a a POMS TOTAL U0RGi11 WE"' WALL: 0 FEET �CV= LOAOS ■ a i 4a42 3aM _ o POURS 4507 ■ 1" - 0 PONDS 1 WALL 7: WALL SECTION a INCHES WALL S000N 0 NOES SE WALL CTIM 0 NOSE WALL SECTION 0 NOES WALL SECTION,0 won WALL SECTION 0 NO® TOTAL. TEN M OF WALL 0 PLOWS GWOD EM / 12,000 NCNB TOTAL. LENGTH OF WALL: a FEET REFER TO OTHER DETAILS FOR SHEARWALL SHEATHING / PLF TAKE TOTAL LENGTH OF SHEARMAW / 0 FELT DEsm SENT VALUE (OSVk - 0 FLF SEMIWL MOND % 0 FEET OVERTIR3IO POW LOAM . 0 FOUNDS OP - LOAD N PO NIM Sass _ a PONDS ■ 3u . a PONDS ■ 14a - 0 POIRDS TOTAL. LENGTH OF SEARWALL, / 0 FEET DEMON SHEAR VALUE MSI* - 0 PF SIEARWAIL MOM ■ 0. aLEauRIIO PANT FOAL - _0 POUNDS ACOOSON �1 0 600 PAGOM COMM SAF91Y HARBOR, FL 34695 727:126-1133 WALL 3: WALL SECTION ffi3 142M WALL smuom, 315 Dom WALL SECTION, 311 14C ES WALL swnc t a NOES WALL SECTION: 0 HOES WALL amnam 0 NOES TOTAL. LEINCHN P WALL• 101 NOES DINNED BWL / 1"m NOES TOTAL LENGTH OF WALL: a42 FEET 1 aaadaRrrmaosMr- WALL 4: ■ WALL SKIM 0 INCHES WALL SMOCK a NOES WALL SGCIIM 0 NC ES re WALL Sc1D 0 NOES WALL somm 0 NO® WALL S mm 0 INCHES TOTAL LENGTH OF WALL' 0 NOES DIVIDED BP. / 12.000 NCES TOTAL. LENGTH OF WALL: 0 FEET WALL 6: WALL arm a INCHES S] WALL CTIO I 0 NOEL WALL SLOODONN 0 NOES WALL SECTION, 0 NOES WALL BOOM 0 NOES WALL SECTION,0 NOES 70TAL. LENGTH OF WALL.• a NO® GmOD BY.,/ 12.000 NOEL TOTAL. LENGTH OF WALL• 0 FEET .SRI aaraaxmMoaMr- WALL 8s WALL SECTION, 0 NOES WALL SEmIGN NES a O WALLSECTION 0 NOES WALL SECTION: 0 WOE31 WALL SECTOR, 0 NOES WALL SECTION, 0 INCHES TOTAL. LENGTH OF WALL: 0 NOES DMDm Bk / 12.000 INCHES TOTAL twm OF WAIL: 0 FEET ,�RCaRtALLD �� �A ..s� Oma RUCK s:®o N Ma%a11 a ■ORATa R A Mw Mar avert RLd1O1 AN a RR @� m ■L YP® OMS OO®i R ■■nwlm WNFO1ma AL" As OR AW NaODa AMIAM IF EICN11Mallo lAIR HOO ANCMOOLOOMMNx wM■ mimC CREW ADOsMMtM NAIM MWL URNN3D @OCfa RIm sAIR lurs. comet common samm maxam KIFIaO■IMR a x � lama aWlanoa AM raM atLAaM 1ma - 7/0 /M R TOT UM MZM M - INK @ OLF//z - 7OTAL. TRIBUTARY SPAN 2233 FEET FA¢il / aml ML - un cL uF@ M L N 0%WIa THam ad WEEK lH1 Taa MITI ENO WE SWAIM eD4 FEET M■L m � ai t/r IIAY • Oar oa ■AIL waOM INTERIOR 2OE DISTANCE 131p FEET a■s•-wm MAIL -■Oa® SEERALL TRI& (PS) OSTANCE = OR ROOF Hr. = DIP - laAD IN POUNDS WALL EO WE laALl3 a es 4542 IS7.20 - 21M M PONDS OI ZONE WALL INTERIOR LAOS .O13M ■ 45Is 3M - 22MM PONDS ROOF END ME LOADS B." : 430E ■ 14A _ 543.3 PONDS ROW INTERIOR ZONEIxtriLOADS 13,Q0 i 43OT : ;0 - aaL67 PGROS TOTAL LOAD FOR co A • - 55M72 POUNDS �R.ImmA,laar.-■aRM TOTAL LEGTH OF SEANWAtUi / &42 FEET ia,RaM.T awaY.Rv:Nw■M DESIGN SEAR VALES MSV): _ ae4B1 MsmRs,aaMsm 9EARWALL FEIGD: % FPtFEET a■Lrammwl@L,s asawM OVERTURNING PO1F Umm - 5G77 POURS w m Ra,iM Mlva4c®M 7/1r was saa Ml0 MMA1M - MM@aM.7 TOTAL TRIBUTARY SPAN, 0 FEET END ZOE DLSTANM 0 FEET LULL m T/ID TOT ALTO MfA1MC - @ @ p1T N7FRW 20NE 11STARC:. 0 FEET ■ DRIP' - LOAD N PONDS 4s42 % 415.2e 0 Faros ■ 4 U : Sae 0 FOINDs LIM LORDS 0 i 430E ■ 140 - 0 lDAD4 a : 43OT % to - 0 POIRDS pw TOTAL LOAD FOR SEARWAIL: - 0 PONDS TOTAL LENGTH OF S EARWALU // 0/�FEET DOM SEAR VALUE OSVk - 0 PF SWARWALL HEDRD LFEET OVERTURNING POW LOAD. _ 0 POUNDS 7/r wxaT®aAm WL•uw - aM@av TOTAL. TRIBUTARY SPAIN 0 FEET END ZONE 01STANC7 0 FEET Tarm Pa■r WDD MID 1fA1C - NTE7IOB ZONE DISTANCE"' . 0 FEET : M. - Law N PONDS OLIO ■ eH&?0 o Palms i 4642 Y 3IA - O PaED9 .-.LMOS: 0 a 4=7 ■ 14A - 0 PONDS LOAD$ 0 i 10 - 0 PO 4.30E UNDS % TOTAL I= FOR SIEARWALb - 0 PONDS . TOTAL LENGTH OF SEMWNls / 0 FEET DESIGN SEAR VALUE mslk _ 0 PLF S EARWALL MOM. o FEET 0VEmgnn PONT LOAM - 0 PONDS - - 7Ar WAR met NTP MWARN - as@aa% TOTAL TRIGRARY SPAN: 0 FEET END ZONE IXSTANOE 0 FEET saL m TA■o TMn uTP MMAaw - os @ Sae NTE700R zaNE DDrALNd•: o FEET ■ a1P - IDAD N POUNDS 4a41 o POUNDS i 4.5C , 3LS - 0 PONDS LOADS 0 % 430E % 14e - 0 PONDS LOADS 0 % 43OT % 10 IWAL L- 0 PONDS OAD FOR SEMWALL: - 0 PONDS =' TOTAL LENGTH OF SEJRRWAI:. / a FELT BEEN STEM VALUE MS* - a PLF SEARWW. ALL MO0 FEET - OVETOWORD PANT LOAD - 0 PONDS - CONS RUCnON ow"C, IRO S: ffiYASM NN®1 P A7XF!zs MIKE.TOTAL a HILL NR®1 P PAW 4101, 1 ORAE AWE WIL FLOOR imm 2:C OPT P FLOOR IRNATDN IR-H OIAt:9 F GEAY RRIWIn RY o ROIL 4'Yf PWIHAOIaTWQ t PORCH AWIa 2iM P P O'•TJ C tt CA OT}J FORM ROW® 0/4� DITDRa SRCa TOP. o 2r NIP MOM PLATE am >y 6/ P NC WWATHIM >u WF P WICOR 7/Hr MA OR TFOO RATER Em ROER OM R mEb - FOAM CRC MAIL 1RRAitl■N INC. OOOIa a-v EHOl01 OG! (tm R warm MINOR, AND � EXL WALL FIM tAT/ao■COMAILL OXPJ ROOT® @NWAw R boa (TTPJ mNa iDmIFD t/Y aTEY OTPJ REAL NWLAIM R-M WEIRD® FCr a1RICTHRN. c ROOF mm?NW W 7/IT AFA NATO 79121m - met (CARGO) TGs - WTEIRIZ fOWIiT FIIO711C11 TRUSS PAOM tT OL M mn„a-m Gan ,MATE gym rm OUITED Raw AR symw AAO EWE: SEER m DORM emes M& smo R ou m nowCALM min 0 / OF MEN MWA 0 WAY TWIN RHLR ToDOW ON= HNC rfm mou m Dow "m REBNa 0 / aF m mm PRO & O ®GGLGl.D>�Lamt< mR P um a I P A--W LA. o / RWOpE aAm W/ W= a / P amER WALL@ / P AOO!>mL &171R 0 I P NAICAIO UkIM CLIREM 0 / HRORE ILA! W/ IINa 0 MlER IWAIER >@i 10 Wt101 / P IRAFOND LAVIN 0 I P ACOMMILa WRIER CCSOOR 0 / MUNCH, 0 WM WATER T:R! EIFCNO A = 55.26 PSF OSHEARWA" DESFSIGN WSa CAB - 14.6 PSF o C - 36.8 PSF 0 - 10 PSF DESI N SHEAR VANE: DESIGN SHEAR VALLM 3a49 PLF0 PLF O OVERTURNING FORM b avenuRNI NG FORCE: 3125 LES 0 LBs DESIGN SHEAR VALUE: OM94 SHEAR VALUE 6141 PLF 6 0 PLF O OVEmRRaD FORM OVERTURNING FORCE: SIX) IBS 0 DESIGN SEAR VANE: O FLIPVi DEMON SWEAR VALUE `�� O OVFRTItRIfNO FORCE. % OVERTURNING FORCE: O LOS tBs' DESIGN SEAR VALUE DESIGN SEAR VALUE: G PF � 0 P¢ OOVERTURNING OVERTURNING FORCE $ OVE TUNING FORCE: O LBS DESIGN SPECIFICATIONS, 1. MEW ROOF HEGHE (MRMI 35 FEET MAXIMUM 2. FLOOR UVE LOAD, 40 PSF 3. ROOF LIVE LOAD, 20 PSF 4. BASIC WIND SPEED, 170 MPH - Valt (Ultimate) 5. WIND RAPORTANCE FACTOR, Iw - 1.0 Poak Categ" H 6. WIND EXPOSURE CATEGORY: C 7. MENU PRESSURE COENCnWt CQI - (LIS (EDdaaed) N(L. DESIGN LOSE (Vasd) c LOADS, DESIGN AL1DW: STILSGN ES9 OGq 0 8. DFSFGN WIND PRESSURES FOR COMPONENTS AND CUIDDTNG (PSFI, Z 2 FR . ROOF COMPONENT & CLADDING LOAD, y•, y 9 ZONE 1 = i 27.00 PSF -41.6 PSF A C 2 ZONES 2& 9. 26.19 PSF -1OLS3 PSF 0 ROOF OVERHANG: ,4 ZONE 2 = ZONE 3 -e4.39 PSF PSF g Q . -141.81 3 FUN. WALL COMPONENT AND CLADDING LOAD, N W� WALL /SIDING: 4V[ ZONE 4 . I 45.41 PSF -45.24 PSF iii999 .•G ZONE 5 . 45.41 PSF > -6&77 PSF MWFRS LOADS, 9. DESIGN WIND PRESSURES FOR THE MAIN WIND FORCE RESISTING SYSTEMS (MWFRS) - SHEARWAUS, A . ULM PSF (END ZONE OF WAIJa It. 14e PSF (END 20NE OF ROOF) C . 3e.e .PSF (a4L ZONE OF WALL) 0. 10 PSF (INT. ZONE OF ROOF) SLOE+ Smis OF FI.ORID,A BUILDING, 3017 FRC W OTH 54 .MF.CI.AvN.IC,AL I 2014 NDREIOCN HIMl�� 1 a 3017mRC l 1 ���� (� 8 PLUMBING, �� o �TT� NTH ENERGY, 20FRHk(MN1 S mP DaPi 3017 FRC 67H MMON 14 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: gV ROVe, owrAa,n ,rra Ra mWH ma:o. w.uv o 7-23-18 NO wV62, 'M � S 40 Fs'a� xOo G aom:ou, ILO PA, ma-mm.N14470 COMPLIES W/ 2D17 FLORIDA REEL CODE. INCLUDING ALL eth EDITION l PR IME J * -jj a •z" �� B ►rnuuA+� � � To D Y■ g3 Alin • Q •3 7001. BIARDSLIYANT ELKHAIrr, IN 465% (S7412640745 9 r mm= m-_ mmm mm= am=J DRAWN: awR. clR:caaED: Y.T. DATES e/7rmte SCALE: 3/1e• . 1'-G• a F ®F 1b Expo C : 170 MPH MOAELL YOO-t447 THESE DEMES AND PLANS ARE CONFIDENTIAL AND PROPBETARY MATE LAM RE CONTENTS OF THIS DRAWING PACKAGE DGWAN OCHIM 7IML AND/OR PRIVILEGED INFO RMATICL ANY IRUUMOt® USE CW WD, DISCLOSURE, OR OSIF®UDOI OF 10 PACKAGE, OR ANY OF TIE CONIEIRS MUM TWREN4 IS STRICTLY PMMM BY "OMM HOES NO MAY BE LNNAVWFA. TIES MATERIALS ARE PROVIDED TO THE RECIPM FOR MEMO PURPOSES ONLY AND MOLL NOT E SCANNED, OWED, OR ODE MM REPROaCFD AND/OR DISIRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHO NIAOON FROM JACOBSN HOES. THIS DRAWING PACKAGE NO ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSHH HOES ALL RIGHTS FESERVED, COPYRIGHT 2IW CPYRIGU Q 20ta . JAtxEESFN HOES, SAFETY HARBOR, FLOmAV ALL RIGHTS RESERVED. 2a J F n r- I� tozI 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: t❑ GRAVITY LOAD: 4350 LBS GRAVITY LOAD: 1600 LBS GRAVITY LOAD: 5700 LBS 141 GRAVITY LOAD: 540 LBS UPLIFT LOAD: 1190 LBS ❑5 GRAVITY LOAD: 800 LEIS GRAVITY LOAD: 400 LBS UPLIFT LOAD: 1780 LBS UPLIFT LOAD: 890 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. It. Z Q2 C M W -, aQ�� I=11 N Paz=RA 2 Lu C °2200z 2-------- N QQxaQ 2 W MI W WQ Lu c f O aa~ _ 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: GRAVITY LOAD: 4350 LBS GRAVITY LOAD: 1600 LBS ielUPLIFT GRAVITY LOAD: 5700 LBS GRAVITY LOAD: 540 LBS LOAD: 1190 LBS F9 GRAVITY LOAD: 800 LBS GRAVITY LOAD: 400 LBS UPLIFT LOAD: 1780 LBS UPLIFT LOAD: 890 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE 0 ®OWM mall-mm c� 1•FN BE A" E7"m THE IERDInAT-1DR1E S GaOED, or OQN-NO&A IR'Gb MEA ®DAL mm opium 0/NWL'QU1 MRCRM 14g01lOLIfJIrII6 ■xRO Oil (HOf9NDWLIFS96 �<S�Ybpn'i N G,RR AO` R DG87014 77 GIAFRq THE VAPOR BxOGEA W-L EFFECT LI-NR G1n ,Ii 1A0-F,r--G..1OI ORS I ART MWIANIY OFFERED OR IMPLIED MY JAOOSN HOMES. SUIRAFTAmer n t- vms NO ■ mR OD®M A EiIIORA.00FV@f 6 TIC$ ION ON � ($ �Q♦S ANE fr FaiM AI�N SY nmRasly A!-7E RBFNu7oi NSTAlA71W O( SITE MICIf01CIFD PEAYAFQIT FDOOARON SYSO]I a7E-�� -"- ' AND IS NOT OESIM 70 BE MM ONce SO GECMD OR RLSTALM ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Op EXTERIOR WALL: 245 PLF GRAVITY LOAD 310 PLF UPLIFT LOAD M00-1447 O MATING WALL: 170 IN - Md (UMmate) 430 PLF GRAVITY LOAD D c 490 PLF UPLIFT LOAD W = 35 FE O MATING OPENING: . 100 PLF GRAVITY LOAD E I -BEAM ION -FRAME]: 525 PLF GRAVITY LOAD O R I onk- � COLYAWSGPPOnS NNM•rOOGaNM_vRar,•,) Naar rlERn •n NwmNN•OOIy -Ic RGE nOIGAa -- O--M70A a aL lleA a rS 0° IIIL INN m R°O 1 Oo100 a.. M- aL 1•• NIL o M N® 10 ONm4 S S. RR N =w m © 0 0 0 N 0 0 a a 7r n mA0 0 o a x o_ IS 1 a. fi 2eAtY •o o a N G 0 O 1 a' N. 2MT 0 0 a N 0 a2E2 1] 1 b `p ' a 0 0 0 0 ° N 1 >y N M 0 0 0 0 S S 2!l M, 0 0 o I"" 04❑ 2 S LIl !i M a 0 a 0 OSHEARWALL A - SS20 PSF DESIGN SPECS: D - 1" PSF ..-R•Im 9 C - SEA PSI, _ 0. 10 PSF OOfmR01O DrN Rf•JA VATIC O OeaGl RCM YNIC 0" FOiG7WEPV SER le! 0 RAIONOFv 0 fID o aa"REMM/IE: a"RW YAIC O•M7Pv O oFv oEfamlRR rrm -,T Mn oYDNNFFRIo F03OF7 ales OE-1 RFULI YNIE7 mm RRm YM® Oo o 1v O 0 w mmm FOROR 0IN CANK" O Rom 01e0 0FRPG] 00IE7 ROW f6AE VM101 o wY 8 Oral Rim YAIC o xT OIER11-IR Frm aoan-RR OIN "-" USE LE KEEP ALL PLUMBING AND DROPS /�' 10' MINIMUM FROM ANY FLOOR EDGE. O • THE E7AEpA7WN 7E ERO/81ER E BREA EN0w �, O� LF ti- MM1 ME Flew IAAlErGJr Mr11 R mum— - G-° - L . PO SIARRER R A 0 aMMmIRTuE (EfmISGfO ORR 716 v OMEIR ®RFOFEEL NY JACOF6iA X0� GNEONUAg9Bo16)R � ISYRFlmfi7 Ao/M EF7iMATI08 ORINO TIE vAVR EAEEOIII Ml. FFFF7T 91IRK GEM i-RC17Y 11RCOTILIr tRRO • NOTE: ALL DROPS THROUGH FIDOR 16T AFMG®W 7E fELLTE MO R MINIMUM 1lY FROM EOfiE OF FLOOR. GR®gAGFICnELGMpE76 ANY sAIVVANIY aRD®a M® GY i1LLTMRI bit TIE$ 11JUMAIRUCRIFE ($ DE. QfD FOR EMCB(N AFC/(R NSTAL AA7W ON A SITE 00f6MCIED PERMANENT FWMATION S1'SIEI( -.. AM IS NOT IESIMM TO LE YOIM ONCE SO OEM OR IMSFALEO. OFF -FRAME FOUNDATION LOADS THE TAB BELOW FOR REQUIRED USE Inc TABLE BELOW FOR REQUIRED LOADSrAT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT cowAx awoun o aa- -EREaNi mmetwo RlrFr rl-ID ire -N EAR ®lTOR6 -1- 'El r-IRvIaD -xr rvFiava a IYA M M a iWq ORO _ IY & � Ra � �IGAE� OaF09 e e SN M aw 012 © 0 0 O N 0 0 e ] M N law 0 0 0 N 0 IS 1 LR N EO.IT 0 0 a N 0 0 1-31 >y N AAT 0 0 a N 0 O 1 >y M as 2m 0 0 0 H 0 0 O 1 2d N M 0 0 0 N 0 4� S S M N M AEm I] 0 0 G N 0 a a : 7x x am G o G x o LOADS AND/OR OTHER FORCES ONTO TH15 BUILDING/5TRUCTURE. TEES DETAILS AM FLANS AM CO FEENNN. AO PROPM AIRY MATERIALS THE CAHWM OF THIS ORAWG PACKAGE CWM CO FEEIMAL AM/CR FEIRE 0 WORMATICK ANY IROLMHORI ED UM COIF N DISO091F OR DISIM O/ OF MS PAWACE, OR ANY OF TIME OOT WYS CONTAINED MOM M WRIMY PROHRM DY &DC HOCKS NO MAY E MAMI . THEM W100AS ME FROVM TOTHE RE:OPIEHT FOR SPECIFIC PURPOSES OLY NO SHALL HOT E SMAMHEO, COPED. W OTHERWISE REPROOLM AEO/ER USDWRIEO TO OTHERS FOR ANY PURPOSE VMMIT DFRESS WMTEH AIIHOElAR01 FROM OMBSRN HOER THIS CRAVING PAGE AM ALL ITS CONTENTS ARE THE E7L WSW PROPERTY OF JAOWgN MGMQ ALL RMMS RESERYM COPYMO{T ppm OsHEMWALL A- 552e m DESIGN SPECS: m B - IU PSF NIF1 -Rt C- S.I PSF ,Nl�i 0- 10 PSF MM21 Rim WIND mmI REM v.10KS 1 IIF 5 0 k omlm-so rGIOE MOM aMm-so FMm OW " M OEM vAln GWl RIM YAl1E 2 OKI FIF O 0 FLF GaRt-RO FOAO➢ nan RA aOlORR0IGr1 Gus COMM REM VXW M" REM VAIE 3 o MP O o xF etEm-Ro FMM OM aGtS-R- FORD am OFROR OFAR YAIIER OEM RIM YAWFR 4 o PLFo 8 xF GRN:IEERR Fo:tl! 0W 01G-IEi- Frm. 0W SAFETY: WARNING: IF rR� ARe NRl GI�w1,Rm GR •• n,� �n �oom,.•� wN�R Eo<, �1>rr? CAUTION: �irvr, vwol mom, wunFs, oR Two®lmEs ilwT -wr Re rwvw>a cONr- R •Ho aR. 5TA*F. =_ Fmmu mvFs wRaoR xmulnF�x FOUNDATI SITE PREPAIRATiOIN / POUNOATIOIN: i -• L THE Mt-- MqH OF FOMM MW OR6Rai OMLSO SWAGE MULL BE U FOES • N NL G9E7 1E WOROR SHALL E nW GOM OE FROT-1IE L IM7EOAS N lE FOIOA70 SY51CH OF 46 SIMICOGE MOIL COMPLY y ALL AM IRE ODES ADAR IEGI00NS O MIONG FATE ANDJUR LDMJ. TERMITE PROTECnOIN: L APIROIED IOOOR FIOlEO0OF//1fEA71@T 41ALL E PAOVOFL A 0 EO! Ma CLEARANCE M1An. E PAOVOm EiEFpI DRIDEOR MW' AMAON 9A B • ORmE 2. ZFW m "N6ECOO1 (4 Etlo MER- FOR GARAGE OR PACK MARV1 07FDEE RGGA to wm MERE MALL !E P O1® ELSr VE B-rn OR MURML MUM (ORM WAGE A(EQ m THE G-. S A as Lm 0K Ea) Ida" ODRAIQ WALL E MOM ltlE:N AL x MA CWHIS WENDS fAIS AO ALL OMCEMID DRAFIQ ROOF)OIIER DOW R'MnL E'1RrER SVMA III. SPRAY MUOR ANY REAL- DRAM R MIDI HEABR TAP GRAIN 011 im L iIEARE/ NULL E A74ED m AL AEAS Excum 7E RR-qAl-LT1ER oncom FOOES AND GDER ISE A ERA AS -L A; AL SKEWER AREAS ➢OFT ME 100AIED RORI A MERE OF"OE KHOO AM AT/ALL aIDEM GALS W 1M FRMA701 SEMI ArA. Aw FMW ar lr RR.Kkftm EFR r As WAa L ViAFD R1 ROOP M SOSIGIOE MULL E mIJ® FFE A ML 0 r. fO.T 1111OR SNOM IMSER 1 E DOE OW ALL 10CAAWK NGl FILM • OOIPAOOOI AO RR. IMAT O GSnERr ATTE TA'ATIOR O FOTA/IFD SKL GE MT -ARM L HD • 0M VEOFTAVA Em OmR RM-OVO PAF L TRAIL O G' AMA W7DEA3 !OR S ENDIALL S$IC IFOal mm IN- 04ERESE ZVOIRID N MS APPROVED GRAVING ROOM O9ROOME[gL]MOS SNIIN ORDE AREIIFD FLOW SMAL E 06v f fHf EEF76] TD sBE OUMBAI Ao/OI AODOEIOOATE ALL �D NEE AO RFi1D IOIOS THAT WY OCOR N BOlfl Mi HOd1gI0L A. I910YJF. FFAi(S1. DE TE-Om lYSIFII 81A11. E ATT.®EERY TO THE Wl. SIMS AT EACH QO OF EACH SUR SEII EMT Df'RY TO FOIOA TO WASTER AOEDIIAIE LDAO. NL FOIIOAIOI SHALL lE DmOm BY AN AROIESf W IONSIRED PLOW. DIEM (W-SITE BY OOE18'). INFSS OOEREM SPO7FID N MS A PROEO WAVM PACKAGE, -FRM - ALL Op CHµL MiARNAIc SHALL HAW A ML OF THEE (J9 FLOOR MIS LWAIM [FIDE TIE aSL AND SHALT EE IOFATED Al01E A SM IN9E FRAME AL IDAOS RRAiN1iEED 70 FOIROAIICH 2M i r OTHERS WESS iRAV�ALLAL@Q�. NME�OS�9WL HWAAVE7EA 1 OF TREE %RO W JO515 LOGATE0 BELOW TIE aoA-RI AL LOAD$ 10 FOOOATM C*_= of oOBLR ARIA RESERVED FOR LISTING AGENCY APPROVAL STAAAPS: PPPROVfO 0 7-23-18 NO N -Pau- ,....-,. 00MF6R i/ 20O nowA IRS 0G7: MIXING ALL on mm ❑❑❑❑ ❑❑0❑ ❑„❑ ❑ 7/ /2 18 IJN 3802 •: k 1 ® Z 3 T00 F. AFARDLLET AVE Fuaim, IN 4A014 _ (A41 E04 M DRAWN: 0.W FL CHECKED: N.T. DATE: 0/7/20M SCALE: 3/16- - p-NY SHEET: 13 Of 16 WEC: ElRpwro C DWS: 170 MPH MODEL: MOD-1447 I s_ 1� �g D 1a II CWMGHT © 2015 . JACCNISEN HOEi SAFETY HARBOR, FLOP" ALL RIGHTS RESERVED. wu.u�ADOM Ia 6a;jHE Y ER CHL ROOF SHEATHING F OMAS�FSCM TO TRUSS WITH YIN. 7/1a'xl 3/4.16 GG. STAPLES 0 3' Gr- FDiJ:TP AND RETD OR PER CONSTRICTION MANUAL STAGGED WATHING SEAMS 3X' MtiMUM. wn.I� DESIGN LOADS FOR TRUSSES SPACED -16' O.G. TILL _ 33 PSF TCDL _ ,0.e P8' BOL - 0 PSF BOOT.. 10.5 PSF LSTD TMUM DESIGN MAY VARY 7/16- APA RATED ROOF sFFAnENo (71Pa « 1/7 PLYWOOD 3"INING FWD MN IE1AL RODE » R-30 (JOIN IN ROOF R-30 216 SPF p 1115SS�� I/Y VAX OFFSET) � --- Wl WALL STUDS n Ot Q LAP/SIUCCO/HARO. (TYP.) IBl ODTTOI a® }PF RATEp IBM TO NOTE AT OTHER SURIALL PERIMETER A EIL PRIUVIDED STRAPS ANCHORING ar OTHEW DEMO AND INSTALLED BY OTHERSS, WROw WDIH I-.Ar.AMO Ofam TO mE OF Rm m FWD® D FCY M::OO WISH FOWd10w GVW6 ARE DEEM N QUAD JACCOSE N MOM AND 10 TTMO PARTY ORIFR APPROVED. LISTED TRUSSES MAY BE SUBSTITUTED F MA)CMUM ROOF AN4F. SPECIFIED HBiFM IS NOT E)FCFIDED. APPRIPIAL AGDCVM AIYO TWIN THE ARCHIM AMO/OR ENGINEER OF THE MAIM RAN MULL ALL CMn CONTAIFD WHIN THIS PACKAGE ARE BASED ON INS MAX ALLOWABLE DESIGN ROOF ANOIE. SPEff7ED. NOT E MIND RESPONSIBLE OR LIABLE FDA TIE FOUNDATION DL4ON NDAN COSOF7/ML PERFORMANCE O TE gfRMQi1C11XWf SCIARRAL a1POR7W10 NO 0119 MM IWLATN TXODM 20 SF /3 ENIIM �/DRAL mmvml VENTILATION PROVIDED FOR U FFER SIM OF ROOF SECM wow q- YFycA ► RotE EAY 2,44 MR. - UPPER MUM TENT PROYaEo "GHT A REAR GVERHANS) ,�Ay hYPJ + 0 SOFT. - UPPER VENTS PROVIDED BY - 0 MY. O' SI.gN ROOF VENTS MO (TOTAL FM RGIEj ETA METE IEGI�RD - Z14 Sa Fr. TOTAL QNOLIDE4 FTtOIf @REAR OAIANG9 A!0 ROOF VENTS RtOI GLOM110N O1DFQ gyp, Me, � w..� � tak ;TIN �,t•�*' ►ILO TYPICAL TRUSS Y BE HINGED OR F7)OD TYPICAL INSIXATED SAC SYSIBIL lAtM I IDG714N MAA Y RW ioTTUPEn 1/z- aYPsuM (TYP.)J Sn Is- 10- (wa tKT BOTH VANES ( ACNN.OVED RLOR CMEESOF1")i WCR UTTOOPeBO�nGF�6� D RAIL ENOIEDRED I I R-19 H-SE NSTAUAIIGL SANER P SLILATION (1YPa VAPOR BAROR MOO - BE NOE 6 BMW -Li- FMETER (MA7/IB IX F JOC75�(T1WfY�l M IIIIIOI I IIFAno FWORa1aR0Gt01Rm moo-1 el is WDn WAD Nn tA10 Fen A AL ®SS®N SCALE: N TS ROOF SVSFED SQUARE FOOTAGE 02610 SOL FT Ma SO FL TOTAL. TONED VENT (ROTA. UPPER A LOW00 300 (./ VAPOR BARNFR 300 TOTAL UPPER VENT ACTUALLY PROVIDER 2.44 Sa FT. (INCLUDES OHATDS AND VERM L44 SOFT. - UPPER OtNAD VENT RROVI EDD 0 SUFT. - UPPER ROOF VENTS PROVIDED O AL O 50SMK MPPBR ROOF VENTS RWD (TOTAL FOR HOW TARN UPPER VERT MUM (SR OF THE TOTAIk - ISM SO FL (10TAL MOO 1w x 0.60) DIFFERENCE BETWEEN N REOb A ACTUAL - am SO FT. PAS TOTAL LMORR VENT ACTUALLY PR VIOEIk - 4m SO FL (NQEES OUANDS AND HAVES) 403 SOFT. - LIMA GTUNB A ERNE VENT PROVIDED 0 SOFT. - LOWER ROOF VENTS PROVIDES 0 NULL ff 3EnN LONFA ROW VENDS GELD (TOTAL FOR HOE) WADY LDER VENT REQBED (EOM O' TIE TGTA,): - 1 M1 SO F< (IDTA. REOD VENT x ORo1 DWFEI6NE LET EE NN FWD A ACTUAL - 334 SO FT. PAS rP ROOFi[ A• �G��) ��A4. SCALE: Mrs =�A; it FF A HER" 7MIS MDT SHOM a THIS PERIMETER RAL OR SECTION FOR CLARITY BF CAL YWT-SB:O(M NB LWE CO60RICOWZPER AGE 7F & WO.G (TPa FRESH WATER SUPPLY mpa EUECTNCJL (nP) --I BAFFLES ADMIRED 1- ARE SPACE INLAY 214 ROOF PBmETBH RAL ADDON EAVE - PER — CONSTRUCTION MANUAL wow L mow MSEAm .+r WO. WN180MD - VENTILATION PROVERB FOR LOWER BOX O ROOF SECIIO! 423 SOFT.. LOWER ONANB A EAVE VENT PRIDED (FTOT a REM CwRNA q VENTED + o San - LOON wm Pwvm BY - o MM. OF wmA ROOF VERB REUD (TOTAL FOR HOME) i - Ent � FL TOTAL (NMLIOES OTHANIDS EAVES AND ROOF VENTS FROMGLL1Anw RUMBIT. sREAHHDNc �I I — CEILING IMOM BE APPROVED STRUCTURAL PACKI E FOR WALL CONSL (TTACAQ SpAce omm _ slo. rNBow CPU" - TOP Am -1 TRRSLL SCALE: Nis . IV BAR NSIM1mN 18 F�LDOD OEOOND (TIACJIU N WALL (rnJ V_ IN LSPA ARE LOCATED AT IMP 64 QG YAK SPACING; AID . ALL COUSIN SUPALL BE IDGnOS ORES. UMIN FERS STALL E IPENOED BY A RFD. PE TO ACI.EATE NL LOADS .p® AT IE ooww LOG ALL O' TIE TE-Cow SOAPS AND SYSTMS ARE DEEM AND NSTALED BY MILER.^ .- . ALTEIUIE FOUNDATION DESIGNS MAY E UOIIFD NO DESGED BY A IEISIE7® PRGES9QUL ENOEDi TO PROVIDE BOUAL ON BETTER S PPORT AND LOAD IRANM �(p0 FOR 7E SigIC SNUOME W6TAIED. HAFT Ip7115 VARY, SEE APPROVED FLOOD RAN FOR SPECIFIC LINT VOIx(SL TO SIMICEU E HAS BEEN DEEM FOR ERECTION OR INSTALLATION ON A SUE GILT PE MMNNY FOUNDATION AM 6 NOT DE9Gm TO E MOVED ONE SO EETIED OR INSTILLED ED (SKMN AS TVAGL DOUSE TIDE 70'-W. 2C-W 2W-r. 21f-0-. 2W-W IL 3r-0- INCLUDED) NOTES: 1. ALL STEEL MUST COMPLY YAT1 ASTM A-30 (36 KS MINIMUM). 2, All. LAO SCREVS MAST COMPLY MATH ASTM A-307 3. FOR FOUNDATION SPECIFICS, REFER M THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS 4. ALL FASTENERS INTO TREATED LUMBER SHALL E APPROVED FOR DWALLA71ON DNRD TREATED LUME ER. L WHEN THE AREA BENEATH THE BULONGA WCTURE TS INCLOSED• ARRIER MC(O OVER AREA BMW THE MUM STRUCTURE (BOW 91F., TINS VAPOR BA%1R IS REQUIRED BY JACOL E HOMES E LADE REOIUEAE7TS AND/OR SPEOFlGTIONS OMITTING THE VAPOR BARREN WILL EFFECT ANY VMflRANIY OTRRED OR IMPLIED BY JACOBSEN HOMES a/6- SEATING 6 REWIL FIDO21EVfl. ��; FERN APAI�CABI�E1 � EVE-809 YANML — R1OklER SCORING 6 LOCATED AT 64. OO MAX. SPAED AD AT ALL CPMM N THE SDENALL GREATER THAN 48'. ALL TIE-DOM STRAPS AND ANCHONM SMEARS ARE O'9GED AND INSTALLED BY OTERS AL78MIE FOUNDATION DEEM MAY E UTILM MEN DESIGNED BY A R6S077RD IROFESSONAL BMW TO PROVIDE FLEA. OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE NZALLEL ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN MWIECT OR ROOMED APED PE W OTHESL wov�S EARVALL SPECIFIC INFORMATION: ownuRNAAN�W3((yyL�DADs saw a nE AREa1ED RLIOR MALL 90MRTY (WALL A9=014 THE FORDA SYSIEII BULL BE DESIGNED (BY ECE%1 TO SIPPOW AM/OD AOCOIIODATE ALL WBPO4D IRE AND DEAD LOADS THAT MAY OCCUR IN BOIN THE HCI�RAL AND IERIIGL RANEA THE TE-OOP M1 RE BE ATIAGED 11NED1Lr TO THE WALL STUD. AT EACH END OF EACH SEAR SOT DEEITLY 70ROAa GIOWa ETD EEA=7OE/LOAD. AU. ALLDAa SHALL OR IEL6lUED PROEM @UL (UNLESS NOTED OTHERWISE CNMRAROSIQOTF4 ON-FRAE - ALL BDWAL SIFARIDUS SHALL HAVE A Ill OF THREE ATED SON ME SHEWBIALL AND SHALL LOCATED AWE AELM JOISTS A GOD EADFR/1-BEAM N THE FRA - 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/Y BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2- BEARING ALL FOUNDATION DESIGNS ARE BY OTHERS 'OFF FRAME OI': TIE FAMO Y TRMS'ODTAIION CLRRFA 6 wxw A ROOM FROM TIE STRUCTURE DURING TIE (`9lA SEDWIYS NSTAUATRN 'OR FRAME OAT': THE FAUCRY TRAAPORFATIQI CA RiER 6 LEFT ATTACHED TO THE ST R CTU E AND 6 UIRISED AS A SORICIWAL CO IGN :T OF FLOOR OF 11E BUU]NOAS.M AU.11iMN CON MMlU MON SPECIFRCriN 71ONS: TOOL M.®i O' FORM a1A701-RWI IOMIO YASIDI 11fDFL t TALL NA®i oY tWIAE A0F9 N? NNW T6G, 1 WN1 ALOE YL O MI JOWID fe ROM 20 A R »/.II m A FL ROMP.MXAtRM. ROMI 001F1MM R-10 u/OA� FtGa +®r lAQY 1P O.0 PORCH J®IS am Jmrm D. a! R O•W • t! oZ Ow.) tr Paw Dmva r(,60 Tj Ws MOA10 O�W FXTBiMt SODS 8/ tFi A @OTTOY RATE PMJ: 2/ : F P WOO® WORD iaQN WALL NIWATOO I" 1iP fYI1ft Ow.) 2. ME A OM. MlATIWNM 7A0' APA a lIDD RATED OIL DOMN SWOL - RAM CARE KL DON® N UDIF CM! 0OD a W/ MAST FYIB..1 Am Dire xsn ML WALL HIGLO W R:LDOAALDL OTPJ 'rawo MWOPI a NA CrmJ ®SLUM 1TOOIAFD 1/Y SdMY OT*J ROOF ODMADM. R-W MSIIIOS 10T SINILTUN (OPTJ IbR MAATIwM 7AW AA RAIM TMAM IBIm (G1lOD1 TIM I1111WR6AL. FMFST fOOIICIt DOSS M•AOY TS• CA AM mm.A.n ne m n.r.Gl/S OxIDIC) EOt Alt SONDE- AM Tw mm TO DOWDr CALCS RWt: sm mm TO DOME cam :®E 0 IF OF ROSEBMWA 0 TWAT TIM FORM To 1mw Owe tNT TWO OFFDR 10 BDOW CUM REILM6 . / OF 11TRIN ORMA o D>1R000.L.OIIWa.WAEfAD@t NSSQ OF BATIR 0 / OF AMlME MVR 0 / WWMOE GV9 W/ m= 0 / O' WATM WFATOS 1 / ar ACCESXIILEASOt / OF STNONE IATM ADOPTS 0 016010E G1® W/ DARN 0 WATER HEAFR ® 40 GMIOI / SMIOND 0 / O• AOOO>dE WAIN OOEN G / bomm 0 WARN WATER TIM BACIIW0 7mm DETAILS AND RAMS ARE CONFIDENTIAL, AND FROPWARY MATFAIIUS THE CONTENTS OF THIS DRAINING PAOUDE CONTAIN CONFM AL ANDAR PIIIWEOD INFOMATKN ANY OWRHOmGED USE CLPTWA 06ODGRE CIE DISTRIBUTION OF TINS PAC&MF OR ANY OF THE ODNTD05 WITAI ED TETRADS 6 STRICTLY PMEIFD BY JACOBSEN HOES AND MAY E UHIAWFO. TIM MATERIALS ARE PROVIDED TO THE SExPRO FOR SPECIFIC RI86SES IDLY AND SHALL NOT E SCAN EIA COPED, OR anoto E FEPRmU® A OM DMIi®UTED TO GiNERSI FOR ANY HNOE 111HO T EXPRESS MITTEN AUTIaOMION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE Me ALL TIS CONTENTS ARE THE DELUSIVE PROPERTY OF JACOBSEN HOES, ALL RXNTW RESERVED. OOPWNGHT WITS R6FR TO APPROVED CONSTRUCTION PAGUGEADETAI.S FOR FMMM ROOF SWATMNG �14 SCAXE: Arm AREA RESERVED FOR LIS]ING AGENCY APPROVAL STAMPS: PpPROVFp G m RSII O0"'-Pau. 0y rW.YR a.P... 1 7-23-18=z . No ::0 In ro..uxn �IFCT "a'a� •¢ Q .oho. u�iw MDPaO®MMTt COPLIES W/ 2017 FLORIDA RES. CODE NOLONG ALL 6th EDITION %; r s802 6 . 1111111�1� � � e m 700 E. BFABDUMAVE I'Mmu, IN AM:A (V412A441 tA to REVISIONS Q BY I DATE IA DRAWN, D.WJL CHICKED: M.T. DATE) 6/7/201e SCALE: 3/1e - 1'-0' - 14 Of 16 WEC: Exp. C DWs: 170 MPH MOREL: um-144� COPIWEAR © TONS . JACOBSEN NOES SAFETY HARBOR ROIRDA. ALL RIGHTS RiMMA BAFFLES RMURED Y�A�7 I* AIR SPACE MIND= WET/ FWeOAl1G1 RATS ARE DL9GED my aODRL LC®1 NOIkS AM Ile Pees, PN7IY rt Ta-a7MItfCI011 Oft AELIYFJI IRO N4fNlm TIe AmnON OTOiR APPROVED, lh'IED 1RIISgS MAY BESVBSRTUIED F YA7�RfY ROOF AIeSF, SPEC6IED HEREIN, la NOT E70CEIDm. APPFWAL A9EMC � Atom KIM TE NgTECT Mope ENMMR OF 19 enao Pula a1N1 ALL GLO'S CONTAND WITHIN THIS PACKAGE ARE BASED ON THE YAK ALLOWABLE DEIGN ROOF ANGLE. SPEOIE.D. N CT E HOO FEE M UAHE FOR TIE FOUNDATION DESIGN AMAM CON E01nNN. PERFO RLANOE ro TRUSS WITH YIN. ROOF SHFA7NN0 Cm STAPLES 7/10'at J/4'fAe Oa. STMIFS ®S' 0.a mGSS A!D N'T'� 21A Sf /3 MILIDY pom� OF NNE eIFIXTRAL OHO AND y�Op RE ATNO tip 2.4 ROW PERYEIFR PEAL ---- ADD-GR UW - PEt -------- � REND OR PER CO SMOYEON YAILIN.. STAGGER SEAIHNO SEARS 32' wlw. _,W DGE YFMEAIM PROVIDED FOR UPPER SOR OF ROOF SE)MON, -----_------ Oaa1RUCIKN MANUAL 2�o.( VN�11Rm' � ie 244 sOFT. - otHAM TENT PROVED pw A REAR ovmvxm)--------------- - 1°v.0 A , 1 ,eE ���F, asp W'T'� 9A^" tEs'- as, O"� ROTE eEAM NiAE RWIMEDa + 0 SOFT. - IRfiR 1ENM PROVIDED BY - 0 NW. OF 6G6N. ROOF VENTS REOn (roTAL FOR HGkj ---------------- (`O�AOF9G1 ,�{ 4 wj, .1_'o A M°r Wt - 214 SO. Fr. MIAL MCUUDES FRONT t BAR OTIANGS MO ROOF VENTS FROM GVLVEA7DN ff10DJ ---------------- LOADS TCL FOR 7RU 30 PSF SPACED - ter 0.G °M1/� _V �p �gi FSINGLE ROW IBERGLASS Stf�B ----------------- TOOL - 10.5 PSF BILL 0 PSF� 5 � �' CASS A; CEILING BOARD BED - 10J5 PSF UST D TRUSSES DESIGN MAY VARY N°'Y W'� �, (i �"'e,AW�" g7�'" tKtA ASEY 031e$ ESA 1273-OR 7//11B MA RATED ROOF sIFATUINc (1YPa • fLY1NOD TYRGL ,RIBS Asn DlIM, aAss Fam , 2-LAMS OF YNYM BLOWN N4MTIW N• 1/1' SIEAIHNO REOb WY IETAL ROOF 11V1 MAY E ERN® OR TOED TYPICAL NSIIUTD NYC ILEA 1$30-8}�M 15/ FELT (OR EQUAL) R-W (SLIILN INGN7T� WINE 4HiY SYSQ•'li. Ag � u A LOCATION MAY VARY INT. WulH0AR0 VENTILATION PRUMED FOR LOW SOL OF ROOF SECIIGY 2aS SPF 03 Y9ILMIN1 ( TOP PLATE' 4Ba BUT. LOWER O'HANO A EANE VENT —MIT (FRONT A REAR OVENANGS) VENTED ALIGN WIN_ _______ _ ______ _______ __________ ___ __ -_ ___________ - + 0 SCFT. - LOVER VENTS PROVIDED BY - 0 HUM. OF 50512A ROOF WITS REO D (TOTAL FOR HOMO W/61 OFgh _ _ ______ O - 4RO Sa FL TOIL OCLDES (MANGE. FAVM AND ROOF VENTS FROM CALCULATION E WA) off.SFEATRNC i OHEIGHT SEE APPROVED STRUCTURAL PACIUGE FOR WALL CONST. MN. WALL SIM t♦1G Ckr_I� G--u- IRO,.) ,T]CTURED I1r awsuM (TYP.)] \-20 eA- /�y {� 2 AR SpAc�C �I ML F� !� SIFF 03 MUM ROOF PERIMETER OR IRLLaS EOO CEAR ON 1LES sEcnlH FOR GARTv �O _ TOP Pis SCJ(L�: NiS p WALL sTIDS lle• Qlma LIE UNIT NOTH VARIES; (SEE MOVED TYPICAL, IEADER/S L PER CGSWICRON PACKAGE 7/1e• APA G2 TMO RATED EKIBeOR SIEAIIIP. (M.1 g+F pp SFEAMALL SPECIM INFORMATION: � LAP/SNC00/HARO. (TYP.) IGl1. S'TE e� 4a (Imes ��li'9SRVE�BA�iNE . e/C SLEANNO S REAb. OVERRIDING LOADSE APPROVE ADSOCOSHOWN ONAT aRs-�12 1Q1 EACH SHEAR WALL �OQh' (HALL SWIIOQ, THE FOUNDATION SISTER WILY I1P9Y g 1B/3r OSS OR PLYWOOD BAIT INSULATION SHMLL E DERGEn ro EFFORT AD/OR N WALL (TYP.) ONmATE ALL AM DEAD LOADS OMT 2U4 SPF /i If161Y MATINS - WALL 1RP A tDTTOI PLATM BOA- BRAD - CLASS FiDm ��° MAY MAY OCCUR N BOTH THE HORIZONTAL AM VEBIICAI. PLAfE(S). THE TE-CON SYSIDI SLWL BE ATFAC ED DIRECTLY TO YG BOTW FRESH WATER SUPPLY mPa BE WALL STIRS AT EACH END O' EACH SHEAR SEGMENT SINGLE 2xe /2 ( DIRECTLY TO FOQOATION/GDIRD TO TRANSFER ADEQUATE UL10. 2TB sPF °W"I� �Pa ARCHITEET PERILEIFIR c90E1'AW FiOGR .LLSIB (1YRPJaa OAR T PRO7:59GFOUNDATION SfNTEMS W EHALL�M (�S�IE. BµY 0 ®1e• a ROOK JGSIS ) ORlE56 Off-fRAIE 9EAR LL —A: } - ALL FIOWALL 91 I IRE E7) RDOR �D6T5 LOCATED DOW RE SFEARRAL ALL FlDON LEVEL LOADS M FOUNDATION ON -SITE, BY OTTERS Pam FLOOR B0m (TYPa BDam COILVT. INPIC LY FOR SHIPPING PURL M OLY (FWE REMOVED mm NSGLLATIIX() eme mN N47AM wA oWrN¢ m TD¢ or 1m1 M m= p MER is Epp eml WON N WOGm MN¢ m mE GF Nml ta• Epo GIZ NEAP VM MOM SEE RIUPDATi011 AM AHMIOIStlG RIV1, ENGFmED R-19 (FED. PFa BY-011h7ia RR OtfSE NsrAlLAnaN HMA0.T I SLATION VAP1eE oAooEa o[Efll _ Ci Nf11F 0 IiIERE FF]OEER (WWA MM M®O 144 Typ. CROSS—S Hud no SC,U: WS 100e UNIT VDTHS VARY. SEE APPROVE FLOOR PUN FOR SPEGFIC UNIT TDBI(SN I1� THIS STRUCTURE WAS BODE DEMO FOR FRECIIOR OR OWALLA70 ON A SITE RBT PERMANENT FOUNDATION AM IS NOT DESIRED TO E MOVED ONCE SO BgO1D OR INSTALLED (SOWN AS 7VRM 0019E WE 20f-W. 24P-W 20'-W. 2C-W. 2B-0- A — MOLDED) ROOF SYSTEM SWA E FOOTAGE 9s' S4 Fr. - • &IS SO. FL TOTAL HD IUM VENT (TOTAL LPPER A LDILEO 3DO (./ VAPOR B W00 301D TOTAL UPPER VET ACTUALLY PROVIDED- - 2A4 M FL RC1DES CHANTS AM VENTS) L44 SOFT. - UPPER ~ VENT PROVED 0 SUT. - UPPER ROOF VENTS PROVIDED MARL E 60OILL IMYiR ROOF VENTS READ (TOTAL. FOR HMO MINIMUM LPPER VENT REQUIRED 00 OF THE IOTO - IM SO. FT. (TOTAL. EO'D ,ENT a 660) OFFS ISNCE LLIYEEI REC'O A ACTUAL - aDe SO. FT. PASS TOTAL LEER VENT ACTUALLY PRONE@ - 4AS Sa FT. (NOIRES OHNGS AM EAVES) 423 WFL - LOWER OLMNG a EAVE VENT PROVIDED_ 0 S4Fr. - LOUR RLO MATS PROVED 0 HAM. HF saBaRi LOWER ROO VETS RWD (TOTAL FOR HOb WARIM LOWER MET fEgENED (SIB OF THE TOTAL) - 1d9 S2 FL TOTAL Ia70 VET ■ O3o) EIWEN REOb A ACTUAL - 334 Sa FT. PAS ROOF vow mc SC,U: NrS UNLESS OTHERVASE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 1 1/2- BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2' BEARING ALL FOUNDATION DESGNS ARE BY OTHERS Noun: 1. ALL STEEL MUST COMPLY WITH AM A-30 (30 KSI YNMTMI). 2. ALL LAG SCREW MUST COPLY NTH AM A-W7 1wW� 3. FOR FOUNDATION SPECIFICS, RUM TO THE FOUNDATION RAN DESIGNED AM EN@FIIED BY OTTERS 'OFF FRAME Mr. 4. ALL FASIEERS ALTO TREAI D UJUSER SHALL BE APPROVED FOR OVSULLATION INTO TREATED LUMBER. 5. WHEN THE AREA MEATH THE BL12CIC 51RUCIURE s ENfLOSD 'ON FRAME Mr. - MU 0 UL POLY VAPOR ((BARRIER REObp�01Ekp7t5y�)AREA BELOW THEINES VAPOR ER IS REWIRED BY JAOOBS7ROHO16 RGAML OF CODE REUIREIIENTS AM R SPENRCAOCNS. OMMTETNG THE VAPOR BARRIER WILL EFFECT:, WARWWIY OFFErED OR (PLIED BY JACOBSEN HOME".+. THE FACTORY TRANSPORTATION CARTER S LEFT ATTACHED 70 THE STRLCILM AM S OR® AS A STRUCTURAL COPGET OF OFTHESUEDI NG//91RUCAFFER TREE�ALLA,DN E.tON M1tiU M®MUM SPECIFICATIONS: ,re 70EAL NtIWi OF A76Li a OWL NA®1 OF FACE ANAS I FALS ANTE ILL ROM AMM 2A Wr R ROM N9NAIMA R-m CHAINS NWs Aiom to' HITCH Tvm RRIOVADE ROM DEMM 1N/aY m 1W M" R mlflWmt tem/REEA+1ftR'T HOM J®T FACM 1w a= Pam AWES a ! R O•aJ • Ir OA (MJ PC" OEllm W HmA1D 0'U FSEOM 97169: a K 43 FORM FLAE O E J: W $F P TWmo@ fm �� WALL em"TRE R-m TIP PLATE OU 2 A P E M NATIF2 7Ar AM ON LIDO Mim ONE DOD® FINL - FOAM WF NL DOG@ NMLA OWE (STD OR W/ OtATN) ET®eM um tmm eaa EI4 WAIL RNM tATyAmamALNWL DRPJ eOWFR AL OMUM CRT MQAL (MJ ONNm WTGTIMD I/r amm (MJ FEW IdU ATMO ITS BERTFS ODE a (aPEJ HmO IM A"M 7/Tr AM MIED TW64R LISTED (OHOD) TREES UNEIIAL HGWsr NRmeTs ASS EPANQ te' OA MUCRD RINK M e15113e Am I'm PETER TO DOW (MUM MN' a real To DOW CIO! R8R 0 O OF INSIDE01W9 0 NEAT TYPE OEM To SHOW Ca ENE Tm FAM To Raw MCI IWrIlN O A W 19TNN OAFS 0 HUMMER OF AA1@ 0 A OF A0IUMERE uVR 0 F MHOOE = W/ MRmt 0 / OF WATER HEATERS I F IF A®E MAIM 0 / OF f01mAS WATER DORM 0 I MWDIGE a�a TV/ ONTO a WATER READER am 40ONION OF STANUM LAWN 0 / O AOGSSME WATER CUDWM 0 /WARM@ a WATER WATER TIRE UEIIOEC REEK 10 APPROVED OGBYROCTIGI PACKAGE/DETAILS FOR FASTDNNG �5 SCALLI: NrS ,AREA RESERVER FOR LISTING AGENCY, APPROVAL STAMPS: PpPROV£Q o o 18 NO A UN S RET Z �`%{�� W taxunmumJA�e IAwI, IpEs eo- ivn _m F4_ _ MOam 01144N] COPIES W/ 2O7 FLORIDA FEEL CODE. NCLUONG ALL Sth EDITION --NAB- ..� � 811111110% � z 3 �i t y � - 700 E. eEADOster AYE FEV a' IN 44014 (M)Io V45 m-_ mm= mm= m-_ amm, ')DRAWN. D.WX CHECKED. M.T. DA71e: 0/7/2018 SCALE: 3/1e- - 1'-O- SHEET: 15 Of 16 EEC: En D C Ows: 170 MPH Mopes: MCD-1447 THESE DETAILS AM PLANS ARE COWICETUT. AND PROPRgTMY MATERIALS THE CONTENTS O IFS MAY" PACKAGE WITAN OQiIDETUL AM/OR PISNDOD MCBMAWL ANY OWIIHOBED MI5$ CmYWD. OSCI DOOM. OR WIRBUnW OF THIS PAW= OR ANY OF THE CONTENTS MUM 11EiM IS STRICTLY FMMM BY JACOBSN HOES AM MAY E UP AWF L. THESE MAMVATS ARE CO+06OT © 2Oe . JACOBSNI HOIE%a SAFETY FEAIlOQI FLGDA ALL NODS RffiIW3 PROVED TO ME RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BESCANNED, COPED. ME OTHERWISE FEPRMUIED AND/OR OSILIBUID TO ORDERS FOR ANY PTFPOSE WIND" E)FRM1 WRITTEN AUMORRATION FROM JACOBSR HOE!L THIS ORAYMO PACKAGE NO ALL ITS CONTEXTS ATHE M(CLUa.s PROPERTY OF JACOBSN HGEB ALL RIMS RESE RVM CPW4GHT IDp IF APPROVED EQUIPMENT 1S NOT INSTALLED, FOLLOW THESE INSTRUCTIONS AND THESE MATERIAL SPECIFICATIONS: BULmmATRUCNRFS THAT ARE wrAum N WDO-BOWS DEBRIS Rmoms SHALL HAVE PROVISIONS TO PROTECT THE EXIFRIOR GLAZING IN WINDOWS MID DOORS. REFER TO THE FLORIDA BIGDINO 000E RHOL HIRE 160G, FOR REMCNS REQUIRING THIS ADDITIONAL PROTECTION. CONTACT TE LOCJIL BEADING DEPARTMOff/BURO NG OFFICIAL 70 DETERMINE IF YOUR SPECIFIC AREA IS LOCATED N A W!D-SCIR E DEBRIS REI10N. THE REQUIRED PROTMION FOR ALL EXTERIOR GLAZING MAY BE PRONGED BY THE FOLLDWNQ O VNND-BORNE ➢EBRIS REGIONS SHALL BE PRW/ 140 MPH ULSDI MAX. WIND SPEEDS (PER 1609.14 OF FBQ. 7/18' MIN. APA RA70 SHEATHING FOR OPENING IMP TO 8 FEET MAX THE SHEATHING PRECUT SO THEY MAY BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING 0014TAINNO THE PRODUCT KIN THE GLAZING. THE PANEL. SHALL BE PRE - DRILLED AS REQUIRED FOR ANCHORAGE METHOD. ATTACHMENT SHALL BE N ACCORD- ANCE VAIN TABLE 1609.1.2 OF THE FBC (SEE BELOW). WITH PERMANENT CORROSION RESISTANT ATrACHhOff HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED FOR BUILDINGS WI1E1 A MEAN ROOF HEIGHT (MM) OF 46 FEET OR LESS (140 MPH MAMMIM WIND SPEED - VC14 LOOK! ❑❑❑❑ ❑❑■❑ ❑1r 18 NOR VOACTBMSISTAW OWS AU I '',�I , � • ��� 0 •, m N E DEBRIS REGIONS VIM WIND SPEED W EXCESS OF 140 MPH (150 MPH MAXI: WIND-BORNE DEBRIS REGIONS WRIT WIND SPEED IN EXCESS OF 150 MPH y... XIAVAH: .� OWHRD-BOI PROTECTION OF EXTERIOR GLAZING IN WI D-BONE OMENS REGIONS WITH WIND SPEED O PROTECTION OF EXTERIOR GLAZING N NFD-BORNE DEBRIS REGIONS WITH WHO SPEED ® � N EXCESS OF 140 MPH SHALL BE PROVIDED TO COMPLY WITH THE RORMA 3111 m0E N F)ICDS OF 150 MPH SHALL BE PROVIDED TO COMPLY WITH THE ndaoA aullma0 omE. CI L � CHECK WITH YOUR LOCAL BUILDNG DFPARIMENT/BUOOING OFFICIAL OR A REGSIIAED M PROFESSIONAL ENGNEL FOR THE REQUIRED PROTECTION PROCEDURES AND MITER!" CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL OR A IFE110 PROFESSIONAL ING14EEi FOR THE REMEDIED PROTECTION PROCEDURES AND MATERIALS. TIN Y M 11HE AASSENNCE OU INFOR/ATON FTROY ea erA1 M VINO OFPCM c OR A EEG. PROF. EFNGNEER. LLCa M THE STATE FL. THE FOlOWING PROLEOURE 3 MAY 1 cal! axib PROTECTION OF EXTERIOR GLAZING IN VAND-BORNE DEERS RE40NS WITH WIND SPEED OF 150 MPC BUT W/ AN OPOSIRE GREATER THAN Cm SHALL AM BE PROVIDED PER THE E V. THE PROTECTION FOR EXTERIOR GLAZING MAY BE PROVIDED BY APA RATED SHEATHING INSTALLED OVER THE WINDOWS AND DOORS PER TABLE-fa-1. SPECIFIED SHEATHING CHECK WITH YOUR LOCAL BUILDING DEPAR7NEMr/BUILDINC OFFICIAL OR A REGS7QRED PROFESSIONAL ENCrFER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS. mi SHALL BE PRECUT AND PREPARED WITH ALL REQUIRED FASTENERS i �LL,F IOND-M ff D®S PROTECT N FASTDW TABLE 1609.1.2 OOF➢NL FOR WOD OIMICIIRAL PANELS 7A13MI34 IYN IIeM rMe 1r1 M ML rwlµ eR N7wr.lYrf i<NN. MIf fl/1a fMf •��� r r r e ! rA wewrMM• r I1a oa• MmEs L THIS TABLE IS BASED QI A MOURN WD SPEED OF 140 MPH e: MEAN ROOF HEIGHT OF 45' OR REM 2. FASTENIM SHALL BE DHSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL I. • WERE STEWS ARE ATTACHED TO MASORY/SR000, THEY SHALL HE ATTACHED USURO WOMTM MUCKS MAID A tS MI WOQGWEL CAPAOH: _ r- FLYWOOD AND EASTERN TABLE WO III (a SM OMM MAR. - OPORM 0 MAX OLNMUM W6 RIOMMIOwrrRJ p�Yrerr�r ar KWYr/IM IFWL M1l®NWa McArO rmrr r�aFa !<tl6®rry Ar A/i rMY AM wen RI®EMI MIM1Si won WY flow W ew. A• orr 4r 7A*Iewlr aMwm LD➢1M f4MN eNw eAllao ',a.06..�� w 7Ar MDN MM mxmm A (2LM r Lmw - r:g RDR®rwai�uu®nL®rww rarssOn. O®� Nta11a L THIS TABLE IS BASED ON A MA)MIUY WIND SPEED OF 150 MPH h MEAN ROOF HEIGHT OF 45' LESS 2 USE /10 SCREWS W/ MNYUM 2 1/2' SCREW PENETRATION WID BULLING WALL FRAMING. S FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL 4. WHERE SM W5 ARE ATTACHED M MASORY/SRCCO. THEY SHALL BE ATTACHED USING WERN001 MDIRS NMVWS A 9DA VIRDRADL QWAMM ALL DESIGNS FOR THESE AREAS ARE ON -ERE, BY OTHERS ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGION. WHENEVER POSSIBLE. F09OVE THE MOUNTING SCREW HOLDING THE;WNDOW OR DOOR FRAME TO THE EXTERIOR WALL. PLACE TE Wb1ARED PLYWOOD (SZED PER TABLE 12-1) OVER THE WINDOW OR DOOR AND FASTEN TE 0.YW000 (AND FRAYING WI.. RWOD) INTO THE WALL FRAMM 1R01THE WHERE E HMO YOU PiEVIWSLY REMOVED THE FASTENERS IF YOU CANNOT INSTALL THE NEW SCEYI6 TROUGH THE WIDOW OR DOOR FLANGE, THE WLL BE INSTALLED DIRECTLY THROUGH THE DaMOR SIDING MATERIAL INTO THE WALL MAIMAM OHMS PR07EMM SLE - 72' X ar FRAYING. IF THIS METHOD IS USED. ONCE THE WAND -BORNE DEBRIS PROTECTION IS REMOVED. THE HOES IN THE SONG SHALL BE SEALED WITH A SUCOE BALD CAULK TO PREVENT WATER DAMAGE TO TIE WALL SHEATHING BENEATH THE DaERICR SOM A� / IN ALL CASES. WHEN THE WIND-BORNE DEBRIS PROTECTION IS REMOVED R SHOULD BE STORED AWAY FOR FUTURE USE. EACH END OF EMN N018®IRIE HORIORAL 2 14 BRACE TO BE 1E '.,FRIED w/a /10 ■ 4 1/2• samm ,DFw'Y CAQele9 .6TAI1101 / /;.``F\ 7pr mammAL unim OR 10 OWRAW 11O0e FLANS r ON ALL SGs 150 MPH MA7UMUM OFAGNO PER TAME u-1 150 MPH MAJUMUM RECITAL£ 7pr SWAIHM TO 2. V. / WWJW 1m KA a OR UZ'D I M SD EWS AT,C OO MANMAIY SPAWD (M E/OlmES 9EA71I0 SEAM LOCATED AT CE NDR 2 a 4) MAAASOOaN WEN UM S 1 3/4• SEALS N ME PLYWOOD RL OCOA OWN FRAWI L . 50RENS ID BE KID BLUDW WE. BE 010 NOW S== MINK TABLE O-1 AND NOm FOR ➢W AM REOMdD SPARS 150 MPH MAXIMUM 1 NOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd UNLESS OTHERWISE NOTED AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPROVFO ,•,,,. w a mo.o.w.:..� 6 • m IN 0 7-23-18 NO ,• a1FLT .7T N .£ Topff .a-im Menem •ux uw uy-�5xta7 RMt724h � F.P O K eRm1 mAJ�s�MJ' uDYo®RREFWeMn wwlrAcelm erwer N raw�1 wrlcawen AM Menaea ovaGr Py5 • CARTER 1�6<w®MN 11®F D�MIe1RO wN IYO mwOCMMAKr�aFA{M: COMFITS W/ 2014 NC.IDED ALL FLORIDA RES CODE. 20e SUPPLEMENTS ZlF. DURDOEY Al Ae7.IN Ne14 (57412440745 f REVISIONS 1 1 L\ I BY I DATE 1 DRAWN= D.WH. CHECKED: M.T. DATE: 8/7/2018 SCAR& ape• - 1--W SHEETS 16 Of 16 WEC: mq W C DWS: MODEIa 170 MPH NOD-1447 6 �R B� I THESE BETAS AND PLANS ARE COEmem AND PROPRwmy IOTM" THE CwTHIS OF THIS DRAWLS PACKW DWAN ONEPMIN. AMM P ULEGD WGRU DONL ANY UNAUTHORIZED UE. CWVM DISCl09W.. OR DISIRBUImN OF THIS PACKAGE OR Mr OF THE CORQIIS OMMIED ROM M STRICTLY PR06Im Br =MSENR HOES NO MAY BE UTAW UL. THEE MAIER!" ARE MOM TO TIE ECPpR FOR SPEQFIC KINKED ONLY AND SHALL NOT BE SCWAA COPED, OR KHLEXWSE RPR=OED AMpR DSTINEUTED TO OTHERS FM ANY KWDSE VITHOUT EII ESS WIOTTEN AUIHOWATM FROM JAOOBSENI HO M 7NS DRAWING PACKAGE AND ALL 11S COMINTS ARE THE DICLUSIVE PROPERTY OF JAC064K HOES ALL RIGHTS VISE RVEM CWM(*rT 2Me COFWIGR © 2me . JACCB4R HOME SAFETY HARBOR, RDimA ALL RIOTS RESERWA REScheck Software Version 4.6.5 C�J( Compliance Certificate Project M-1447 Energy Code: 2017 Florida Building Code, Energy Conservation Location: Stuart, Florida Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 950 ft2 Glazing Area 15% Climate Zone: 2 (307 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: 306 SE Monterry Rd Stuart, FL 34994 Designer/Contractor: • • ••• s, � ,•• s ass • •. • •• .s• • • s• • Compliance: 35.6% Better Than Code Maximum UA: 278 . 'Your UA: 179 Maximum SHGC: 0.25 Your SHGC: 0.25 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 950 30.0 0.0 0.035 33 Wall 1: Wood Frame, 16" o.c. 1,042 19.0 0.0 0.060 52 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0.300 36 SHGC: 0.25 Door 1: Glass 40 0.300 12 SHGC: 0.25 Door 2: Solid 19 0.300 6 Floor 1: All -Wood joist/Truss:Over Unconditioned Space 950 22.0 0.0 0.042 40 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gavin Bontrager k U�e��¢ti 6-21-2018 Name Title Signat a Date 7-23-18 P� Project Title: M-1447 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Report date: 06/21/18 Pagel of 9 CREScheck Software Version 4.6.5 �J( Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. puns verified Field Verif�etl,� p � ab Pre lnspectioti/PCan Revievv� Cam lies. p Comments/Assam tons° p Re- - _ �.a. va ,;Value ; Value it ,0 R 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate H *� ;'[]Does Not [PR111 energy code compliance for the ° �' � a a", r I': �, Not Observable building envelope. Thermal ❑Not Applicable envelope represented on construction documents. , 103.1, Construction drawings and ❑Complies 103.2, 403.7, documentation demonstrate for'"��" �° �, ���w wr! , V ODoes Not energy code compliance ❑Not Observable 403.8 lighting and mechanical systems ❑Not Applicable [PR3]1 Systems serving multiple ��' a dwelling units must demonstrate: g"€ compliance with the IECC Commercial Provisions. �� ., eaVUn, 302 Heating and cooling equipment is Heating: Heating: ❑Complies sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2j2 on loads calculated per ACCA Cooling: g' Cooling: 9 []Not Observable a: Manual J or other methods Btu/hr Btu/hr ❑Not Applicable PP °,,_ approved by the code official. 302: Heating and cooling equipment is Heating: Heating: []Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2'j2 on loads calculated per ACCA Cooling: Coo ling: ❑Not Observable ,e* Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Refer to R403.7.1 for full details. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 '- Medium Impact (Tier 2) 3' Low Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 2 of 9 r Section° & Req.lDtion,' FqundationInspec _. ---Complies? a �s Comments/Assumptions 303.2.1.3', A protective covering is installed to ❑Complies ,[F01112 " protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow- and ice -melting system controls ❑Complies [F012!12•' installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 °1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 3 of 9 Section #ramirig /'Baugh In`lnspect�on Plans Ver`ified Field Verif�ed" Complies? `¢ commen#s/Assumptlonsn & Fteq ID ° mValuef., Value v 4 , ry 303.1.3 U-factors of fenestration products � �� p { a; „ � �k❑Complies [FR4]1 are determined in accordance F ❑Does Not with the NFRC test procedure or ; taken from the default table. r ❑Not Observable Z ❑Not Applicable 402.1.1, Glazing U-factor (area -weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ Not Observable 503.1.1.1 [FR2]1 ❑Not Applicable Q 402.1.1, Glazing SHGC value (area- SHGC: SHGC: ❑Complies See the Envelope Assemblies 402.3.2, weighted average). ❑Does Not table for values. 402.3 3 ❑Not Observable FR3] [FR3] ❑Not Applicable 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier t� _ ❑Complies [FR23]] installed per manufacturer's. t T ❑Does Not instructions. i, r ❑Not Observable a z ❑Not a d Applicable 402.4.3 Fenestration that is not site built _` ���° ❑Complies [FR20]1 is listed and labeled as meeting ti ❑Does Not log AAMA /WDMA/CSA 101/I.S.2/A440 x F ❑Not Observable or has infiltration rates per NFRCr " ❑Not Applicable 400 that do not exceed code t limits. 4„62.4 5 IC -rated recessed lighting fixtures a: ❑Complies [FR16]� sealed at housing/interior finish ❑Does Not ° and labeled to indicate :52.0 cfm �� � ❑Not Observable ,a ; leakage at 75 Pa. "� " ���� �� 3, � • � ❑Not Applicable 403.3.1 Supply and return ducts in atticsP, M'" �, ° ❑Complies [FR12]1 insulated >= R-8 where duct is �� r` , , �� ❑Does Not >= 3 inches in diameter and >_ � ❑Not Observable R-6 where < 3 inches. Supply and •�^ '° i' y " ❑Not Applicable return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2: ��� for < 3 inches in diameter. fi� 403.3.5 , Building cavities are not used as y e "' y G � �' ❑Complies [FR15]3 ducts or plenums. t ❑Does Not ` ❑Not Observable ❑Not Applicable 403:4 HVAC piping conveying fluids R- R- ❑Complies [FRla]z ,� above 105 °F or chilled fluids ❑Does Not „ below 55 °F are insulated to ?R- ❑Not Observable �, s 3. ❑Not Applicable 403.4.1 Protection of insulation on HVACa` e+k�*'� �;-4❑Complies [FR24]1 piping. se w q' ❑Does Not _° ❑Not Observable ❑Not ]. sx� R Applicable 4035 3 = Hot water pipes are insulated to R-°R- ❑Complies [FR 1 8j� , >R-3. ❑Does Not = ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 ` Medium Impact (Tier 2) 3' Low Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M,1447 2018-6-21.rck Page 4 of 9 section ' Fea-min9 Rough -In Inspection `Plans Verified -Value FieldVerified Value Complies? ° CommentsJAssumptione & Req.ID ° ° 403.5.5 Storage water heaters not ❑Complies equipped with integral heat traps m� �,,� p': ❑Does Not and having vertical pipe risers have heat traps installed on both g.°° ❑Not Observable " 'the inlets and outlets. External : ° 4 �'] ❑Not Applicable heat traps installed per code guildlines. 403':5 6.`l. Service water heating systems ❑Complies h are equipped with automatic ❑Does Not [FR27]2 1 temperature controls., " ❑Not Observable ❑Not Applicable 4035.6.1. A separate switch permits the ❑Complies 2. power supplied to electric service _ ❑Does Not [FR28]2 water systems to be turned off. A ; ❑Not Observable separate valve permits the energy supplied to the main ❑Not Applicable burner(s) of combustion types of service water heating systems to be turned off. 403,5.6:2° Water heating equipment meets Table 404.2 ._.Table 404.2 ❑Complies [FR29]2" . minimum efficiencies of Table (required (required ❑Does Not C404.2 in Chapter 4 of the Ef): Ef): ❑Not Observable Florida Building Code, Energy Conservation, Commercial ❑Not Applicable Provisions. Equipment used to 'provide heating functions as part of a combination system satisfies all stated requirements for the appropriate water heating category. 403:5 6:2.-,; Solar systems for domestic hot - � ° � �,,� v ... , ;� � ;". � •; ❑Complies I water production satisfy energy ; ❑Does Not [FR30]? , ° factor requirements determined ❑Not Observable from the Florida Solar Energy Center Directory of Certified ' ❑Not Applicable " Solar Systems. 403,.E °. ' Automatic or gravity dampers are a ❑Complies [FR" installed on all outdoor air ❑Does Not ° intakes and exhausts. ❑Not Observable ❑Not Applicable 4036.2 'Buildings designed to operate at ❑Complies [FR31]2;. positive indoor pressure or have ❑Does Not mechanical ventilation meet the following criteria: 1) Maximum ❑Not Observable air -change -hour equal minimums ❑Not Applicable from ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, 2) No ventilation or air-conditioning system make-up air provided u" from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas, and 3) Air drawn from enclosed space(s) have walls insulated >= R-11 and ceiling >= R-19, space permitting, or R-10 otherwise. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 18 ILow Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 5 of 9 Section Insulation°Qlnspe�t�on a =` Plans �lerified „ , Field Verified._ Comphes ;Comments/Assumptions , & Req.ID> Value Value a , 4. . m =� a, , 303A °. All installed insulation is labeled b "�� ='; ❑Complies [IN1312 " r, or the installed R-values ti =`❑Does Not ` ' provided. f U ❑Not Observable []Not Applicable 303.2 Wall insulation is installed per 1 m p ❑Com lies [IN4]1 manufacturer's instructions.❑Does Not g A ls' ,❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per o , _,. Q xis ,i:� ❑Complies 402.2.7 manufacturer's instructions and []Does Not [IN2]1 in substantial contact with the Observable underside of thesubfloor,orfloor ��� �K°u _�❑Not x ❑Not Applicable framingcavity insulation is in Y a� a 4 � contact with the top side of� >_ sheathing, or continuous insulation is installed on the x underside of floor framing and extends from the bottom to the > top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R-� ❑Complies See the Envelope assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation ❑ Steel ❑ Steel []Not Applicable requirement applies (FR10). 402.1.1, Floor insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 402.3 14. [IN14]2 Walls, ceilings or floors common to separate x, ❑Complies conditioned,,:❑Does Not tenancies are insulated to >= R- U il, space permitting. Mass ❑Not Observable common walls are insulated to a , ❑Not Applicable >= R-6. Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 2 Medium Impact (Tier 2) , 3! Low Impact (Tier 3) Project Title: M-1447 IReport date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 6 of 9 Section # Final Inspection Provisions , Plans Verified = -Value " 'Field Verified. 4 Value-, , Complies? Comments/Assumptions &'Req.ID s 303.1.1.2. Ceiling insulation installed per - ' a:: a a-"` ❑Complies 1,303.2 manufacturer's instructions. "'❑Does Not [F]2]1 Blown insulation marked every _" [:]Not Observable 300 ftz. ❑Not Applicable 303.3' Manufacturer manuals for ❑Com lies [FI1813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable 4013 An energy performance level ❑Complies [FI33]2 (EPL) display card must be ❑Does Not completed and certified by the builder before final approval of ❑Not Observable the building for occupancy. ❑Not Applicable Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold 1A ^' residential buildings. A copy of rr� the EPL card form can be found in Appendix C of the "FBC, _ Energy Conservation". 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood []Does Not table for values. 402.2.2, 402.2.6 Steel ❑ Steel ❑Not Observable [Fl1]1 ❑Not Applicable 402.2J1 `.., Vented attics with air permeable.'"" ❑Complies [0I24? e� insulation include baffle adjacent El Does Not to soffit and eave vents that° extends over insulation. _ -]Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. []Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=7 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach. []Does Not ❑Not Observable ❑Not Applicable 403.1.1° Each separate heating/cooling ❑Complies [FI9.]2 `: system has a thermostat ❑Does Not `F ° ❑Not Observable ❑Not Applicable 4031.2 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 4031.3 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one- or two -pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water []Not Applicable temperature based on outdoor temperature. ' 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 7 of 9 5ect�on , ..a Plans Verified ;° Field Verified Final Inspection Provisions,, Val(i l Va ue Complies? CommenWAS sumptio!"Is _ 403.3.2, All ducts, air handlers, and filter ❑Complies 403.3.2.1 boxes shall be constructed and ��_ �` ❑Does Not [FI2411 sealed in accordance with i ❑Not Observable Section C403.2.9.2 of the �,* .- ❑Not Applicable Commercial Provisions of this code. Air handler leakage designated by manufacturer at <=2%of design air flow. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies FI2 [7]1 determine air leakage with ft2 ftz ❑Does Not either: Rough -in test: Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4, Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies 403.3.2 cfm/100 ft2 across the system or ft2 ft2 []Does Not [FI4]1 <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough -in []Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. Duct tightness verified by testing in accordance with ANSI/RESNET/ICC 380-2016 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. 403:3 6 Air handling units are not �R_, ❑Complies [F133I2 installed in attic. ❑Does Not k a ❑Not Observable ❑Not Applicable 403.51 F°' Circulating service hot water❑Complies [FI11Iz systems have automatic or ❑Does Not , accessible manual controls. ,9 i i a3a "p F `' x t , ❑Not Observable a - ❑Not Applicable 403 5 1 l Heated water circulation systems❑Complies [F128]z have a circulation pump. They nfi ❑Does Not ;= system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply uwr ; pipe. Gravity and thermos - ❑Not Applicable syphon circulation systems are *`�3 not present. Controls for circulating hot water system ' pumps start the pump with signal s 0 7; %,VN» for hot water demand within the ` occupancy. Controls P ti automatically turn off the pump when water is in circulation loop � - TT� x is at set -point temperature and a no demand for hot water exists.a High Impact (Tier 1) 2`' Mediumjlmpact (Tier 2) 3 Low Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 8 of 9 Section # g°. F�nal'Inspect'on Provisions`' plans Verified � Field`Ver�f�edb- Complies? Comments/Assumptions ..Value s 4 Va ue _ 4635.1.2` Electric heat trace systems ❑Complies comply with IEEE 515.1 or UL❑Does Not m 515. Controls automatically adjust the energy input to the a ❑Not Observable ' heat tracing to maintain the n, Vie, [IN Applicable desired water temperature in the , ` piping. ` 403,52 ;Water distribution systems that ❑Complies If have recirculation pumps that; ❑Does Not pump water from a heated waterq supply pipe back to the heated . ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water rt�XWO _ s system. Pumps have controls ° that manage operation of the � n pump and limit the temperatures ,� E wu of the water entering the cold water piping to 1049F.4, 4,03:5 4 :` Drain water heat recovery units gs ❑Complies [0I31,12 ° tested in accordance with CSA ��,r u � �� ;�-� � � �'°' ❑Does Not B55.1. Potable water -side ' _y ❑Not Observable pressure loss of drain water heat a ❑Not Applicable recovery units < 3 psi for �= r - individual units connected to one or two showers. Potable water- side pressure loss of drain water' heat recovery units < 2 psi for individual units connected to�� three or more showers. a 403.6 1 v All mechanical ventilation system d� `��� "� ❑Complies [FJ251� °�� ' fans not part.of tested and listed ` =' ❑Does Not HVAC equipment meet efficacy ° []Not Observable = and air flow limits. ❑Not Applicable 404.1 75% of lamps in permanent ❑Complies [FI6]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps ,,_e ❑Not Observable Does not apply to low -voltage ❑Not Applicable lighting. ;�� 404.1:1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ' El Does Not ° ❑Not Observable ONot Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 1, 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: M-1447 Report date: 06/21/18 Data filename: C:\Users\gbontrager\Desktop\ResCheck M-1447 2018-6-21.rck Page 9 of 9 APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 (0 7-23-18 =� N E Manufacturer's Model #: MMCP-3056-M1447 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) ` Prepared By LaSalle Air Systems 612112018 (Method & Output 9 20181 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 ACTUAL 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: 19,477 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 18,232 Btuh based on outside temp of 17 ° F (-9 C) with inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handler. Actual UA =194.4 Max UA (Table R402.1.2) = 235.5 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (22+Non-ins Rim -19 - 30) GREEN ORIENTATION Total Cond. Floor Area: 952.89 s.f. TRUE Outside Perimeter: 132.00 ft Level 1 Ceiling: 96 to 96 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Net Roof Area (less ducts): 878.9 s.f. Primary Wall Area: 878.27 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 sJ. (Net) Prim Wall (U): 0:059 ATTIC DUCTS (U): 0.125 327.6 ft TOTAL Low-E window 119.17 s.f. Sec Wall (U): 0.630 EXT. DUCTS (U): 0.125 TOTAL Shaded S.G.D. 40.00 s.f. Exp Floor(U): 0.044 INFLOOR DUCT AREA: 0 S.F. @ 51 To/ 29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.28, - ATTIC DUCT AREA: 88.174 S.F. @ 95 To/ 94.1 TD TOTAL Skylite 0.00 s.f. Shaded : 0.480 / 0.05 EXT. DUCT AREA: 0 S.F. @ 95 TD/ 49 TD TOTAL Doorl Area: 18.56 s.f. Glass Blc 0.630 / 0.51 PEOPLE: 3 2622.7 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.64. FIREPLACES: 0 All Glass % of Floor: 16.70 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 1165 Btuh All Glass % of Wall: 15.07 % Door 2: 0.670 DUCT LOSS: 1381 Btuh LATENT GAIN: 4313 Btuh Summer Infiltr (7.5 mph): 20.9 cfm Mech. Ventilation : 64.71 cfn ( 30.5 L/s) Altitude: 40 ft Winter Infiltration (15 mph): 39.4 cfm @ Semi -Tight ROOM BY ROOM VALUES: 481.8 FPM, max velocity in trunk #: 2 Heat Exiting Furnace: , 98 deg A/C Exiting: 49 deg 0.28 Max pressure at A/H Actual heating and cooling required in each room and Cooling Air Heating Air flow set to maximum of either heating or cooling Values for Values for 30 7.5 Kw Maximum A/C capacity HEATING COOLING CFM 2 ton unit 90 %Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (alt adj) Bedroom #1 c 3,262 3,828 136 124 3,787 120 4,299 4,075 4,293 Bath #2 c 1,735 1,842 66 .87 2,649 84 3,007 2,850 3,001 Living Room c 4,695 5,012 173 204 6,206 196 7,046 6,678 7,033 Dining Rm c 2,444. 2,710 96 112 3,410 108 3,871 3,669 3,865 Kitchen c 1,723 1,879 66 73 2,216 70 2,516 2,384 2,511 Bath #1 c 863 866 30 68 2,070 65 2,350 2,228 2,345 Closet-Bdrm #2 c 459 383 19 - - - - - Bedroom #2 c 3,051 2,956 104 112 3,410 108 3,871 3,669 3,865 TOTALS 18,232 19,477 690 780 23,747 751 26,960 25,552 26,913 C 1 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model* MMCP-3056-M1447 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 612112018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed. Blower CFM 632 @ 0.7 E.S.P. TEL= 377.6948 FR= 0.1033 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft) Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Living Room 2 0 4 24 252.3 280.3 2,845 3,037 91 101 101 5.38 6.0 512.1 2 Living Room 2 0 4 14 249.3 267.3 1,850 1,975 59 65 65 4.52 5.0 479.6 3 Bath#2 2 0 4 8 226.8 238.8 1,735 1,842 56 61 61 4.27 5.0 447.3 4 Bedroom #1 2 0 4 22 251.7 277.7 3,262 3,828 105 127 127 5.84 6.0 645.5 5 Dining Rm 3 0 4 23 288.8 315.8 2,444 2,710 78 90 90 5.36 6.0 456.9 6 Kitchen 3 0 4 13 285.8 302.8 1,723 1,879 55 62 62 4.61 5.0 456.3 7 Bath #1 3 0 4 8 315.6 327.6 863 866 28 29 29 3.33 5.0 210.4 8 Bedroom #2 3 0 4 23 288.8 315.8 3,051 2,956 98 98 98 5.52 6.0 498.5 N/A Other Rooms 632 528 18,232 19,477 570 632 632 v 7-23=18 ? TRUNK DUCT LISTING ANALYSIS TRUNK# 1 4 90 94.0 18,232 19,477 632 9.06 14.0 591.3 TRUNK# 2 4 94 98.0 17,773 19,094 632 9.09 14 18 17.3 361.2 TRUNK # 3 5 194.851 199.9 8,081 8,412 278 7.39 12.0 354.6 TRUNK # 4 - - 0 0 0 TRUNK # 5 - 0 0 0 TRUNK # 6 - - 0 0 0 TRUNK # 7 - 0 0 0 TRUNK # 8 - 0 0 0 TRUNK # 9 - 0 0 0 TRUNK # 10 - 0 0 0 TRUNK # 11 - 0 0 0 TRUNK # 12 - 0 0 0 TRUNK# 13 - 0 0 0 TRUNK# 14 - 0 0 0 TRUNK# 15 7 - 0 LONGEST RETURN DUCT 50 50 632 8.65 19 19 20.8 252.2 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MMCP-3056-M1447 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 612112018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 18,232 Btuh at 17 REQ'D BLOWER CFM: 780 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 15,164 Btuh at 96 ° Entering Air DRY Bulb: 77.1 Mech. Ventilation : 65 LATENT CLG LOAD: 4,313 Btuh at 96 Entering Air WET Bulb: 61.6 Entering Air RH: 54 GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 47.9 % FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratingsl) Air handler model #: Condenser model #: =Blower Data Select blower speed in COOLING mode: Blower CFM is between 537 > < 727 for Total (External) Static Pressure between 0.6> <0.8 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: ' Output Btuh is between 19143> <25524 Blower CFM is between 319 > < 377 for Temp. rise of 55-65 Blower CFM is between 377 > < 461 for Temp. rise of 45-55 PpPROVFO Blower CFM is between 461 > < 592 for Temp: rise of 35-45 ^ u Cooling Equipment S/T Ratio = 0.77 Leaving Temp = 48.6 ° TD = 26.4 ° O 7 - 23 -18 ? At 96F outside, Total A/C output from 19866 btuh to 22398 btuh is GOOD. z w At 96F outside, Total A/C output from 22398 btuh to 23372 btuh is MARGINAL. Sensible Capacity is from 13007 btuh to 17320 btuh 1P. Q 5g0 Latent Capacity is from 4226 btuh to 6469 btuh CARTER i� P Mechanical Ventilation is 10.2 % of blower cfm. Dry bulb increases by: 2.1 ° Wet bulb increases by: 1.1 ° =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 18,232 btuh at 17 F outside 25000 —!— raw Loa Line and Performance Linef 20000 15000 I • I I 10000 I j I 5000 i .S I I i 0 10 19.2 28.5 37.8 47.1 56.4 65.7 75 -e At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. - APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MMCP-3056-M1447 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 612112018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 18,232 Btuh at 17 REQ'D BLOWER CFM: 780 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 15,164 Btuh at 96 Entering Air DRY Bulb: 77.1 Mech. Ventilation : 65 LATENT CLG LOAD: 4,313 Btuh at 96 Entering Air WET Bulb: 61.6 Entering Air RH: 54 % GRAINS DIFFERENCE: 60 ._ Outside wet bulb: 74.7 outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 503.3 CFM infiltration being 3.961 ACH (to be confirmed by testing) (5 ACH = 635 CFM) (3 ACH = 381 CFM) Mechanical ventilation is required To Meet Natural Ventilation: Increase Openable Area by 26 % Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Bedroom #1 185.1 7.4 15.00 0.0 0.0 0.00 Bath #2 134.1 5.3 4.17 0.0 0.0 0.00 Living Room 187.0 7.4 32.50 0.0 0.0 0.00 Dining Rm 97.5 3.9 15.00 0.0 0.0 0.00 Kitchen 112.5 4.5 4.17 0.0 0.0 0.00 Bath #1 53.3 2.1 1.25 0.0 0.0 0.00 Closet-Bdrm #2 47.5 1.9 0.00 0.0 0.0 0.00 Bedroom #2 135.8 5.4 7.50 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0:0 0.00 TOTAL 952.9 37.9 79.58 Mechanical Ventilation Is Required In These Areas To Meet IMC. 2012/2015 Per Table 403.3.1.1: Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 652.9 64.7 0.0 Floor Supply of Warm Air/Floor.Retum 551.3 Private Kitchen 0.0 112.5 0.0 25.0 Floor Supply of Warm Air/Floor Return 72.76 Private Baths 0.0 187.4 0.0 40.0 Floor Supply of Warm Air/Floor Return 154.9 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 3.0 952.9 64.7 65.0 779 System Ventitlation Efficiency: =1 7-.23-18 =� ° fA ROOF =R-301 MOD-14•47 IWALL -R-19 170 UH - Wt Nithda) FLOOR R-22 (DB OPOWE C f5 AW 114-2 IK IR , M = 35 FEET —13 -7*- 3D IT X t2 11r 35 117 X III I/e A1 X BEDROOM #2 01 �X_ -6;3 Ins Rion 6 OK 7 — - — - — - — --- E:A621 PORCH 6 5 RLQL T TXFW& IM IT AF.F. MH b FM IN. W FM W. I I W, OX6. .1 W. 43 alr FM W. I b I OX6. b II #2 LIVINGROOM @:01 , �wr A (EI T, DH dbdb 3D I/t K W fIr V 3D Ip X so Ile 30 irr X a, IflAr a X a I/f ITT p't1 16'-6" 'M W4 MM.C.P-3056 -M147 le RMER ON -FRAME x PPPROVEO ............... (W-711 EXTERIOR FIREWALLS o 7-23-1 (n to LL, TER Manufacturing aSalleBristol Engineered System Using Overhead Graduated Flex Ducts wl Ceiling Diffusers L for Up -Flow Split A/C N GREEN SIN I.R.99 vital 0 MCP-3056 (M1447*) MCP-3056 (M1447*) ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: C Mean Roof Height: 35 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 Nurnber(s). 1. Exterior Doors - A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Jeld-Wen Single or Double"-'Outswing - IMPACT FL 14569.1-R9 Swinging Dunbarton Corp. In-swingiExtetior Door - Solid FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door FI 15326.9-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 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993.2 - R15 B Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-1110 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185.2-1110 2017 CODE VERSION June 18, 2018 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY Category/ Subcategory Manufacturer Product Description a FL Product Approval Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.E-R4 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-113 Porch Soffit Installed On -Site Installed On -Site, By Others By -Others Porch Railings Installed On -Site Installed On -Site, By Others By -Others 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 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES By -Others By -Others 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 a Category/ R Product .. r a Manufacturers Product .aescrrtior Approval . 'Subcategory . .. Number(s) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 (1/2 INCH PLYWOOD ROOF SHEATHING REQ'D) E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R5 S. Structural Comp. A Wood Connectors Tie -down Engineering Coil -Strap Local Approval Wood Connectors Oliver Technologies v .. Coil,.Strap Constellation Tech. Wood Connectors Master Craft Eng. Metal Strap Report - A131394 B Truss Plate MiTek Truss connector plates FL 2197 - R6 C Engineered Lumber GP GP-La.m FL 2023.1-116 PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FLAkl&WfadwW BLftri3 Ptogmm usin DrofSgQl essl - al TI&Vm00e. FfaWa3M-,Qn2- kkktc4A- pove.mor ,6l'rin� rice )a sen Hp ert154ticri DM E;kpj(stkaJh Date, eptetritter',2ag bear,,--. -.CI 'cc; !Hq rr Y�A"er Carter Aq 17-23-18 alWa TER- t r- E' be- �58�Jy�Y iywp�. 1B' 1.-{.-y-_�{1f�Li A I'`� Pp r nv vF0 co 7-23-18 v2 -4 - � "OPxr TOTAI NI IMRFR.I7F STII RRFAKFR SI I7TS I1SFn = 2B Circuit a, y�lamber° Nomendatur µ "; Circuit _ :"De`gcilptlohper 38n Aker Rating s x re:Z SMALL APPLIANCE -ARC FAULT AF -20 12.2 SMALL APPLIANCE -ARC FAULT AF-20 122 r4�•.� ° ` OPT. MICROWAVE -ARC FAULT SMALL APPLIANCE - ARC FAULT 20 AF-20 12-2 12-2 .a GENERAL PURPOSE -ARC FAULT AF -15 14-2 6 s GENERAL PURPOSE -ARC FAULT AF -15 14.2 T « GENERAL PURPOSE -ARC FAULT AF -15 14 2 GENERAL PURPOSE -ARC FAULT AF -15 142 9� FREEZER GENERAL PURPOSE -ARC FAULT 20 AF -15 14-2 142 GENERAL PURPOSE -ARC FAULT AF -15 14-2 %Ll GENERAL PURPOSE -ARC FAULT AF -15 14 2 13+., EXT. RECEPTS (GFCI) GFCI - 20 12-2 � _,4: � et, BATH RECEPTS (GFCI) GFCI - 20 12-2 a 15.,`„ WATER HEATER 20 122 16� ,; `F ELECTRIC RANGE 40 8-3 OPT. DISHWASHER -ARC FAULTIGFCI AFIGFCI-15 14-2 OPT. GARBAGE DISPOSAL -ARC FAULT AF -15 14 2 LAUNDRY (WASHER) -ARC FAULT AF-20 12 2 20 '; LAUNDRY (CLOTHES DRYER) 30 10.3 21 a•22 =,' RESERVED - CIRCUIT NOT USED RESERVED - CIRCUIT NOT USED NA NA NA NA 23 tea; HVAC (HEATINGIAC) - BY OTHERS 75 33 SMOKE ALARMS (INTERCONNECTEDIAF) AF -15 143 25 :, RESERVED - CIRCUIT NOT USED NA NA :RESERVED -CIRCUIT NOT USED NA NA 27 `°m,-� RESERVED - CIRCUIT NOT USED NA NA =29` -' RESERVED - CIRCUIT NOT USED RESERVED - CIRCUIT NOT USED NA NA NA NA a 30 a "9 RESERVED - CIRCUIT NOT USED NA NA r PpPRQVEO -23-18 MINIMUM SERVICE PANEL MAIN BREAKER SIZE: SERVICE PANEL MAIN BREAKER SIZE: C,q P R T E R'' ELECTRICAL PANEL SIZE: GROUND WIRE SIZE: MAIN SERVICE WIRE SIZE: VOLTAGE: HERTZ: CONDUIT DROP SIZE: y 132.75 AMPERES 150 AMPERES 26 `A 120 120 120 120 120 120 120 120 120 120 240 240 120 120 240 240 120 120 120 240 240 240 240 120 240 120 0 120 240 240 L&boA tic 101D. Clfdnt: HWC' COlffili Ti1:om,ifintFcr, K S410 b -D- eserl p the tensile and } id ;stren �s soaps �vq� tested -their. pl:g6a4qC#g fb olesWr With a:XD;,60Q'd7liras `et: To -SpvOmen A .'Width Th e p . hoit I`r�aw 6A) Y� d, -tv-, o0v eld PoInga 103w, fil No 1! -SQII 070 5, 179 ;3 -16 $--07� rfo-%9TT 4 �Z -'- -A` - - 32,a a .09 -12,49,, f, 4,03'�V-m 5; If 1: A." 2 00, 51- 10 thescope Zpf- 'A� L -A at d it i Approved - Date` *DT li*j T �VFN- adbythe AincO atq!y Acmdilation eg 117fM =—C F R- 0-1 =TF D tee It f.tt3, PRO e-T (6Lp.1--a —,�q -XCct:tjf� D Ct? 7-23-18 0 z �TER t Wind Equivalent Vult = MRH = Exposure = 170 35 C. mph feet PpPROVE 0 �� J 7-23-18 ? Pult = WL = Vult2 * 1.45 * C Pult = WL = 28900 * 1.45 * C Pult = WL = 41905 C Pasd = Pult * 0.6 Pasd = 41905 C * 0.6 Pasd = 25143 C Vasd = MRH = 15 feet Exposure = C Vasd = sgrt ( Pasd / 1.21 ) Vasd = sgrt ( 25143 C / 1.21 ) Vasd = sgrt ( 20779.3388 C ) Vasd = 144.15 mph Construction - use design of Vasd = 150 mph MRH = 15 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 35 feet Exposure = C Job Truss Truss Type Qty Ply Jacobsen Homes 216 75565 M699402 MONO TRUSS 1 1 Job Reference 2162337 Universal Forest Products Inc., Grand Rapids, MI 49525, Michael Adams 7.520 a May 8 2014 MiTek Industries, Inc. Mon Oct 27 11:47:45 2014 Page 1 of 1 Copyright02014 Universal Forest Products, Inc. All Rights Reserved 3-1-4 4-1-2 3-10-10 tx3 II r 5 2.75 FIT 11-4-7 3x3 4 T1 0 3x3 Mo 3 2.5x3 2 1 1 I 8 7 6 3x4 11 2x3 I ' 2.50 = 3x3 = 3-1-4 4-1-2 3-10-10 11-1-° PPROP V F ALT. CANTILEVER DETAIL 2 0 7-23-18 X to REACTIONS. tnP Max Horz 8=242(LC 5) _P �O 3-D-0 cantilever Max Uplift 6=-297(LC 7), 8=-698(LC 5) Max Gravity 6=266 (LC1), 8=612 (LC1) 'Q C p5 q R T R Plate Offsets X,Y — 1:0-1-12,0-3-2 , 3:0-1-8,0-1-4 , 4:0-1-8,0-1-0 , 6:0-1-4,0-1-4 , :0-1-8,0-1-0 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.64 Vert(LL) 0.12 7-8 >999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.13 7-8 >999 180 TCDL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 BCLL 0.0 ` Code FBC2010/TP12007 (Mat(x) Weight: 30lb BCDL 10.0 BCDL 15.0 FT = 0% LUMBER- BRACING - TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, IF] BOT CHORD 2x3 SPF No.2 except end verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. SLIDER Left 2x3 SPF Stud 1-5-14 REACTIONS. (lb/size) 1=439/0-3-8 (min. 0-1-8), 6=439/Mechanical Max Horz 1=242(LC 5) Max Uplift 1=-389(LC 5), 6=-450(LC 5) E-signed by Kevin Freeman FORCES. (lb) -Maximum Compression/Maximum Tension 4-5=40/9, 5 6=-84l158 1 1�I�f���� BOT CHORD 1-8=-1420/1034, 7 8=-1420/1034, 6 7=864/647IF WEBS 4-7=-114l245, 4-6=-719/967, 3-8=0/129, 3-7=-398/571 4 Nst���' NOTES- (7-8),�>—�•v,.i t'•••i'(� I !', 1) This truss has been checked for uniform roof live load only, except as noted. ♦� 4 • . ;e, 2) Wind: ASCE 7-10; Vult=150mph Vasd=116mph TCDL=2.8psf; v No 5254. (3-second gust) @24in o.c.; BCDL=2.8psf; (Alt. 180mph @16in !r- o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live load's. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 1 and 450 lb uplift �j�,, •,� `� ��,• �� 6. at joint 6) Fixity of member 6 - 5 has been changed._••a•��'►� 7) Based on 69941 M �l T! Ao4,,E 8) Revisions: Inceased dead load, decrease length, increased heel hgt. ( The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 10/27/2014 not necessarily the current stale building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING - Verify design parameters and READ NOTES'' Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE (616)-3648161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe Job Truss Truss Type city Ply Jacobsen Homes 216 64312 M600802 MONO TRUSS 1 1 M36117F Job Reference o tional Universal Forest Products Inc., Grand Rapids, MI49525, Peggy Beckett 7.330 a Feb 17 2012 MiTek Industries, Inc. Wed Jul 1811:07:37 2012 Page 1 of 1 5-0-8 4-8-8 1.3 11 3 3.28 12 }0-15 3x4 2 71 --, W3 W1 159 3x5 = tx3 14 3x3 = 5-0-8 4-8-8 I � 99-0 Plate Offsets X Y : 1:0-040-1-0 2:0-1-15 0-1-5 4:0-1-40-1.4 SPACING: 2-0-0 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.90 Vert(LL) 0.14 1-5 >811 240 MT20 1971144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.11 1-5 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.48 Horz(TL) -0.02 4 n/a We BCLL 0.0 ` BCLL 0.0 ' Code FBC201OfTP12007 (Matrix) Weight: 23lb BCDL 7.0 BCDL 10.5 FT = 0 LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins except end verficatR] BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. PRO WEBS 2x3 SPF Stud P REACTIONS (lb/size) 1=276/0-3-8 (min. 0-1-8), 4=276/Mechanical `�• • v Max Horz1=242(LC 5) ^ 2 Max Upliftl=-328(LC 5), 4=-398(LC 5) 7- 23-18 OCb, Max Gravl=323(LC 2), 4=323(LC 2) N FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-686/850, 2-3=-63/14, 3-4=-94/207 BOT CHORD 1-5=-1048/624, 4-5=-1048/624 GQ WEBS 2-5=0/183, 2-4=-651/1104 yFR PS�o NOTES (8) CARTER py 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=l l6mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. Vult=180mph @16in o.c.; TCDL=4.2psf; E-signed ned b Kevin Freeman BCDL=4.2psf); h=35ft; Cat.11; Exp D; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 9 Y MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. j!r 1�l+11G1�prf! This truss 10.0 psf bottom chord ive loads. ve load ent with any re l r the bottom chord all areas where a This ve load rectangle 3-6-0 tall by 2-0-0 wide will fit between the truss has been designed for live of 20.Opsf on 5) t bottom chord and any other members.«►«••' •'•.� 7� �I�, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint land 398 lb uplift at joint 4. S'> *1,;•.�' 7) Fixity of members 2 - 3, 4 - 3 have been changed. 'No 8) Based on M600801, Updated code to FBC. Q � •n 1 • /� OR The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/18/2012 not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE - parameters PHONE (616}364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPIl. 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, W153719 J:\support\MitekSupp\templates\ufp.tpe CCopyright 2012 by: Universal Forest Products, Inc.