Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RESIDENTIAL PACKAGE
SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS -THAT-THE- PLANS- HAVE BEEN REVIEWED-&-THE-BUILDING-HAS--BEEN-INSPECTED--BY- A -STATE -APPROVED -THIRD- PARTY- AGENCY- & FOUND" COMPLIANT WITH -THE -FBC.- WC MC!"Ajj?j �IUA61NG �a�/4�A4r1FiVAAONS: GI 4�A : CDASTATHIS . AAWA R� m.o�iE 6 BOOK AMMON ltaw/M 13VRFI 1NG dD9P•: ALL ON-STE ELECTRICAL AND PLUMBING CONNECTIONSANSTALLATION 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 UST DOES NOT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY BE REQ'D lYp�C H�ry �+/� �y����( A OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT �AM® 1'W,/MIeRRLOiiF"51+�®� a�M RIGiW REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY TO APPROVAL BY THE LJHA ALL CODE COMPLIANCE FOR ANY SITE INSTALLED AND ALL RENEW, APPROVAL. INSPECTION, RE -INSPECTION FEES AND/OR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE UHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES & PROFESSIONAL REGULATIONS. THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS FAILURE 70 CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE. 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS a 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 ..r.r., r ,r y y I,,,ys SM WALLS (BY OTHERS). ALL GRASS. VEGETATION, ORGANIC MATTER. UNSTABLE SOIL COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE. INCL SUBS �• A MUM • (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS). OTHER DELETERIOUS MATERIAL(S), 4. OCCUPANT LOAD a ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. .. ALL LOSE 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 WALL AS THE ENTIRE AREA BENEATH THE BUILDING BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL SITE GRACNO/RL AID ROT PREP. (INCLUmro DRAFUOEJ THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. Z THE CMFIETE FOONCA%ON. TE-OGRE, AND ANDKIRND STSMM FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY S. THIS BUILDING 15 NOT DESIGNED NOR INTETHDED TO BE INSTALLED (LOCATED) IN a TERMITE ym7mNT AND am= VAPOR BAARER BELOW STRUCTURE. PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMES 'HIGH VELOCITY HURRICANE ZONES' - BADE AND BROWARD COUNTIES. 4. RAMPS. STAIR; AND GENERAL ACCESS (NCIBONG ALL Al:DE558I1HI NEGMDNTS1 2. CRAWL. SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH 5. mume GRAINS, cLEm-c 1 MD HDCNP TO THE PWI®W SYSIFL(SN APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FO UNDA71ON WALLS BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED 6. ANY PORTABLE FIE EX IMMI ER(S) AND/OR FIE SLV44 ON SYSIM(S) moU OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS-VEN71LA71OXN AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND IYS THIRD PARTY APPROVAL 7. ELECTRICAL SERVICE (INCLUGNc FExFxsl t amss-DVNRs ON wul-SECTION UNITS. COVERED W/ CORROSION RESISTANT VANE MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING B. ALL UNTIHIsED DRYWALL - COMPLETE PANEL FASTENING. TAPE & 1EZRSNS EXCEED 1/47 IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS PLANS SHALL NOT BE HELD LIABLE. IF A BUILDING IS INSTALLED INTO A 31C HAILS - I' O.0. MAX; 3/d SCREWS - IC oa MAX, - UNFNSim DRYWALL ONLY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SO. FT. FOR EACH 150 SO. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 9. SiR%WM & AEMMM ROEROMOVIM a6S !£rIM MWLLcs/swnoN& Zq,.FEET OF CRAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER INSTALLED THE BUILDING, SHALL BEAR SOLE UABIUTY/RESPONSIBUTY. 10. EXT. SDNO AM ROOFING (NCL. BONDING OF METAL SIGNG OR ROOF COVERINGS), THE FBC/FRC. MIN. 6 MIL POLY VAPOR BARRIER IS REQ'D BELOW THE BUILDING. QALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE IT. DI ERIO R WALL FINISH(E?DWALM AND SOFFIT MATERIALS (ODWM4A'OROI AREASL 12 NIDOW GUARDS FALL PROTmnOIL LMBDOW PROTECTION. AND/OR SICK SHunum a THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REO'D FOR THE COMPLETION OF ANY ITEM INCLUDED fa BOTTOM OF FLOOR NMAIIONA0170M BOARD MATERIAL (DULL BE NOTED ON PLBN)L 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. CROSS -OVER CNIECIUBNS (HVAC). FRESH AIR INTAKE. DD BLOWER DOOR TESL ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AR CONDITIONING AND BEAING SYSTEM (REFER TO FLORIDA DOW CALGRATI NS GROUND LEVEL AT THE OU79DE BUILDING PERIMETER, OR THAT THE SURFACE WATER 8. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES. DETAILS AND SPECS) FOR MntON ENFICENCY RE01ii0FNi5L INSTALLED CN-SCE, BY OTHERS DOES NOT READILY DRAIN FROM THE BUILDING SRTE, -THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN *HOMES OR THEIR ENGINEER AND SHALL I& HVAc Gs OHNEM. WRNS. BREAIED$ SERVICE RECEPTACLE; ETC. UNDER -FLOOR SPACE SHALL AT A MINIMUM. BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. 17. ROOF COV[RNG AT KWCE AREAS. DRY-N• Am RCN (RDM/NRBmiS. E7C.L GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. m GABLE END FRAMING WITH IENGm NODE SYSTEM 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE; EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 19. FIREPLACE CHIMNEY STACK. mwm1NN SYSTEM. FIREPLACE aaNEY FRAMINQ SEGMENT & COLUMN LocATION% SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO 'TRANSFER ALL UVE, DEAD. AND/OR ANY OTHERWISE WH: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE 20, REOb 010 BARS AND ANY OTHER ACCEPTABLE FEATURES THAT ARE RECUR D. 21. ONLY WHEN NOT INSTALLED IN THE FACTORY. NSIAATION AID IE9'D AO BARRIER. INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS CONSTRUCTION- AS REFERENCED IN FAC RULE 69A-3.012(6). POSTING OF NOTICE 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. REWIRED BY FAC RULE 69A-3.012(6) SHALL BE SITE INSTALLED AND IS THE REbYONSBUTY 23. 'BUILDING ADDRESS' AS REQUIRED BY FBC R310.1 ARE INSTALLED ON-SIE, BY 07HMM 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING REWIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNER. LOCAL APPROVAL IS NOT REQ'D FOR ITEMS INSTALLED AND INSPECTED AT THE FACTORY. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG 'THE PERIMETER OF EACH FLOOR. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS WA LNG: CAMON: ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, MiM A MINIMUM 1 1/2' BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM (SIDEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED). INSTAWNG A MODULAR S7RUCTURE/BURDING CAN BE EXTREMELY DANGEROUS. ONLY MODULAR BUILDINGS/S7RUCTURES CAN W80H SEVERAL TONS IT IS EXTREMELY IMPORTANT (L' THE ENTIRE BUILDNG/SMUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/SUILDING. THAT ALL PERSONNEL. ON THE JOB SITE BE QUALIFIED AND PROPERLY/ADEWA7ELY 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, POLICIES. OR PROCEDURES -THAT MAY BE MANDATED BY OSHA CHECKS SPLITS. BREAKS. AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL. STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE BE OF TREATED LUMBER OR OTHER APPROVED MATERIAL(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL INSIRE/REOUIE 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-UNE B. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES (305mm) & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW IKE FROST -LINE 9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS QNCLUDING STATE AND/OR LOCAL). TO" PROMflC N: 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MN. CEARANLE 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. 10 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL. 3. A 1'-W (12 INCHES) MINIMUM CLEARANCE SHALL BE FROMM BETWEEN ALL THE SR6ICTURES DREOOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS• ALL SPRAY HEADS, ANY OVERFLOW DRAINS t WATER HEATER T&P DRAIN (OM-SIML 4. TREATMENT SHALL TIE APPLIED TO ALL AREAS BENEATH THE BUIDNG/STRIICT RE (NODDING PORGIES AND OTHER LIKE AREAS). AS WELL AS ALL EXTERIOR AREAS THAT ARE LOCATED WRHN A MINIMUM OF 1'-0' (12 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FO UNDA71ON SYSTEM AND/OR ANY PORTION OF THE BURDING/SR ILIMIRE OR AS ALLOWED BY THE FBC/FRC. 5. TREATED 5011. BELOW THE STRUCTURE SHALL BE COVERED WITH A MN. 6 MIL POLY VAPOR BARRIER, TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACK FILLING, & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER R THE TREATMENT IS INSTALLED SHALL BE RETREATED. S. NO WOOD, VEGETATION, DEAD ROOTS. CARDBOARD. PAPER TRASH, ORGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BUR® WITHIN FIFTEEN FEET OF ANY BUILDNG/STRUCTURE NOR THE POSITION OF ANY BUILDNNG/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1. 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED. A GALV. TERMITE SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG THE FOUNDATION SYSTEM. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REQ`D. FOR G CMG PRO TON: WIND-BORNE DEBRIS PROTECTION IS PION INSTALLED MR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS. H®tS 600 PACKARD COMTE, SAFETY HARBOR, R 34695 727.726.1138 1. MIDI ROOF HEIGHT (MRN)1 35 FEET MAXIMUM 2. FLOOR LIVE HEAD, 40 PSF DESIGN WIND PRESSURES FOR CWA'ONDOS AND CLADDING GIs%, A ROOF LIVE 10AD1 20 PSF 4. DESIGN 111. SPEED, 170 MPH - WIL (Utinale) ULT. DESCH WOOD PREP STRENGTH DESIGN NON. DESIGN FWD CURES ALLOW. STRESS DESIGNPW.DUNS B. WIND UAPORTANQ FACTOR, 1.- 1.0 CAC TOADS VWt Vold Rid, GR•WPx S allouvnNnOwa AREA < mSorr. ARIA < m1{CR. a. CUTTING EXPOSURE CAVEGORri C ZONE 4. 75M PSF -8207 PS' 4s41 PSF -4924 PSF +� 7. INTERNAL PRESSURE COFFIRCIMD GW - 0.18 (Endosed) ZONE a- 75A9 PSF 1D.25 PSF 4341 PSF �0.77 PSF i CA :• L DESIGN QUID PRESSURES FOR COMPONENTS AND CLADDING MP _ PW. WALL C&C WADS Y ULT. DESIGN WIND PRES. NGL DESIGN WED PREP [ORIOR •SV NO• DOOR 20 SO.R. 5 ARIA 20 COX. 5 AREA m . ROOF CAC LOAM DESIGN SIRE NGIH RESIGN ALLOW. IREa OM ZO4 . 722e PSI" -7&64 PSF 43X PSF -47.2 PSF o g ZONE I - vatppplll VC 43.1 PSF -09.17 PSF 27.08 PSF -41.5 PSF XOM e . 7225 _ PSF -94.47 PSF 4&V PSF -38453 PSF e ZCM 2. 43.e5 PSF -120M PSF 26.19 PST -72.34 PSF P1Y. WAIL CAC TOADS p ZOM a - 4&65 PSF -17621 PSF 209 PST-105.93 PSF ouae DOOR m w.rt. < AREA m aorL 5 AREA O 2 6 mop OVERHAND LGAaa ZONE 4. 72-9 PSF -78.74 PS' 43.42 PSF -4724 PSF O ROMZ. -140,66 PSF -84-M P4 r ZONE e. 72.3a pg -9{S4 PSF 43.42 PSI' -1M.72 PSI' S mM 3. -23633 PSF -141a1 PSI° FW - WALL f&C ROARS PIN. WALL CAC TOADS WAWSINNG FRENCHDOOR O SLO 50 SCR. 5 AREA SO SO.►L 5 AREA M ZO4. 75.09 PSF -4OZ07 PSF 45.41 PSF -40.24 PSF ZONE 4., 8T72 PSF -74.1 PSF 40.E PSF -44.46 PSF L'I ZOMe. 7Se9 PSF -MDt25 PSF 45.41 PSF -60.77 Pg zm S. eT72 Pg -ea41 P5F 40M PSF -51.25 PSF STAIR,STATE OF FLORIDA j,N s RUeoND. 2014 FRC 2016 sGIWWNIS AWCxAxllaM, 2014 FAC 201641WWWAND yL ELLm1fAl 2011 NEC 2014 FRC 2016 SUMMMO Exam. 2014 FRC 2016 AGW/AN S PLAN SpICIrS & )•SUING ,AGINCY _0010VAL THIS DRAINING PACTCAGE COMPLIES )DRAINING PACK G>r ❑❑❑❑ ❑❑■❑ - -MIFF ❑❑❑ �SCRR{C54® �,AG�S� WIiIH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES COVER SHEET & NOTES 1 TO THE ]FOLLOWING CRRERIA: FLOOR PLAN LAYOUT 2 ♦ ` ......... .. ••. r+..k COMPILES W/ 2014 FLORIDA RES. CODE, NOT USED 3 �� ; �v lse INCUDING ALL 2016 SUPPLEMENTS ELECTRICAL CALC'S & NOTES 4 jj 0 63802 ELECTRICAL LAYOUT 5 CONSTRUCTION TYPE V-g DC7ERIOR ELEVA110NS 6 1 OCCUPANCY R-3 EXTERIOR ELEVATIONS 7 • TOTOF ALORffS ER 1 PLUMBING NOTES & DETAILS a • POTABLE WATER SYSTEM DETAILS 9 • O R , WIND VELOCITY w17e0MMwte) HVAC SYSTEM LAYOUT 10 ♦ TONAL-• l EE FIRE RATING OF SHEARWALL & SET-UP DETAILS 11 to is E I)CEIRIOR WAILS 0 SHEARWALL CALCULATIONS 12 Z ALLOWABLE FLOOR LOAD 40 PSF FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE ROOF LOAD 20 PSF TYPICAL CROSS-SECTION (OFF -FRAME) 15 • r;7 EXTERIOR GLAZING PROTECTION 16 1'2 SEISMIC LOAD 0 JACOBSEN 700 R eeAma2YAVR MANUFACTURER HOMES E1alAR.N 4Wu 074 244m4a ff Hi CANE ZONE HURRICANE ZONE NO ,!!,WACH 4VM1eA`EIIS: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL PLAN NO.: FLORIDA ENERGY CALC'S & HVAC CALC'S MCP-2328(M1265*) TRUSS DETAIL(S) THESE PLANS COMPLY WITH RULE 61•G20-3 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: FOR PRODUCT APPROVAL OR WiTH REVIEW OF DE PLANS AND SPEORCATNNS CONTAINED WITHIN TIES DRAWNO STATE OF FLORIDA STATU111 M842 PACKAGE INDICATES COMPLIANCE WIN THE CD]ES REFERENCED HERON. RATS® SEAL (OR ELECIRONICALLY SEALED) CONSTRUCTION CAWS HISUR® PER R301.2.1.1 - METHOD 2 SET OF BUILDING PLANS ARE ON HIE Pp PRO IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY RON DA DBPR• THE MANIFFACTILIMWS DATA SHEET 6 -16 -17 AND THE SLATE (DBPW INSIGNIA, Digitalfy signed by: QU° U BE PERMANE MY MOUMED TOIc c h a e l Michael G Tomko z D CN = Michael F ABOUT THE ELECTRICAL PANEL. (CO.� „:� ,� f Tmko C = US �Y mWa F Die:2017.06.15 2F1 co 1 13:10-04'00' mko CARTER CC MG.r INC. SECHGN 553. 1 FS. SPECIFICALLY EXEMPTS STATE APPROVED IAMWACTUTID ([MODULAR 16V S. MYRTLE AVE. BUILDINGS DBPR INSHRNIA, FROM ENDER PLAN REVIEW BY U AL GLADE ExF>7R TONS CIEARWATER, FL WM AT'TTTESSTS TTHACES, THE �PLA�NS HAVBY E EEEN� VEEWEDDAAM 'ME OF WILDING HAS INPROFESSCIIAL SPECTED BY A STATE APPROVED THIRD PARTY AGENCY AID FOUND COMPLIANT WITH THE FLORIDA BUILDING CODE (7R7) 584-SiS1 laWlO W/ 2014 FUMA IM CMr. WMmO ALL 2W4 DWWDORS THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH vLLOGTY 'AaYe . 6-16-17 I'hdii NO.2540-0328(M1265 BUILDING IS NOT A HUD SURGING. HURRICANE ZONES DIWM• OZ. DACE COUNTY OR FROWARD COLUM Approved 6y .fSVN'T S. FPiAN IS THiS STRUCTURE HAS RISEN DESIGNED FOR !ERECTION OR $•' THIS BIDDING IS SNR.ECT TO REMEW AND APPROVAL OF THE FIRE INVEMOR, ON -SITE, FOR iN6TALLATION ON A SiTI BURT PERMANENT FOUNDATION AND EP COMPLIANCE WIN ON OW NE SAFETY CODE. 1S NOT DESIGNED TO BE MOVED ONCE SO ERECTED an INSTALLED. DRAWN: MMYRICK JACOBSEN HOLES CERTIFIES THAT THIS MANUFACTURED BUILDING HAS BM EXCLUDED FIGD M APPROXIMATE SQUARE FOOTAGE OF BUILDING: THE REGULATION MP RE UNTIED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT (NUD)L 846.58 SQ.Ft. LIVING AREA CHECKED: M.T. BRA Ing Plans m ),- s I z as I TT • I WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRICTED 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 SYMMS RELATING THERETO. joense No. SMP-42 DATE. 6/5/=7 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS S0411h 3/I6- DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS Ste' -14 ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN I OF 16 AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. 2J COPYRIGHT 2017 WEC: Epmm C OWSS 170 MPH MODEL: MOD 1260 COPYRIGHT 9) 2017 . 1ACOSSD7 HOB SAFETY HARBOR FLO DA. ALL RIGHTS RISE RED. R 6 7 RECEI''-:D J U N ? J 7017 ENGINEERING • INSPECTIONS CERTIFICATIONS + TESTING June 16, 2017 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes SJN Size & Occupancy: M1265 MCPA828; R-3 HWC Plan#: 2540.0328(M1265) 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 faith the 2014 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structu& only. (Note: Any alterations to factory built structure on site voids state approval) . - 2. Items installed at the site are subject 6 review, approval, and inspection by the local authority havinu iwns-Bich-an 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 Hq icane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. HILBORN, WERNER, CARTEIII AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATEF%FLOMDA -33755 (727) 58498151 - FAX: (727)58S-3343 1 (727) SW23V 1 (727) 587-0"7 MadWu as& Inep®cdnn 1 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH, A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2 ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'VRR' (WEATHER RESISTANT). ROOF = R-30 7( WALL = R-19 FLOOR = R-22 [OHL R-111 MOD 126-9° 170 MPH - WR (Ut]Rate) \: EXP09TRE C , MRH = 35 FRET A OFFSET LO N 7 6-'1 P5 3/4.. 1:p M 7/16' SHFATHNG (131 - ONE SHE O VY 4 FASTEN OSO W/ MIL - a131 NAL 0 3 K as MAX. ROOt/WA(L/CMING - 0.131' x 31/Y NAL 0 264 as MAX OR 2 ROXS 0 528' as MAX - STAGM MIL (4) 20 GA. STRAP W/ (9) OL131 X 1 1/2 NALS (EA ETD) MK I FLOOR JUST MM WAIL 40'-4" 9'-8 1/2 0 41 /2" 2'-2" 4 1 /2" 5-0" 5" WAISE 3G X 117 MIMULAR FLAT RAFTERS 35 3/4° "DVIfi0DB031 14'-4 1 /4" 18'-1 1 /2" 22'-9" 34'4'/2" . 12'-9" TEMPM �-� 10'-2 1 /2" � I eeFR°a F BEDROOM #2 87 NO LOCK BEDROOM #1 107 60' 0 TUB ( 1 PREP FOR � STAG( W/D 48' W 32 3P 29• MINIMUM CLEAR OPENING vs RA 20 #2y - ,;, 24 \\ 6 1 24' X 2r I 7/i6' SHEAIIWIG (OSE) - OE SIDE ONLY 3 FASTEN 050 W/ WL -15 GL STARE 0 3 K O.C. MAX RpO(/WALL/CttW - 0.131- x 3 1/2' NAL 0 4.11C as MAX OR 2 ROWS 0 6237 as MAX - STAGED WK (3) 20 GA STRAP W/ (9) 0.131 X 1 1/2 MS (EA ETD) MK I FLOOR JOIST BMW WALL 10'-0 1/4" �41/2" 10'-10 3/4' 6" JACOBSEN HOMES MMCP-2328-M1265* NO SIDE OVERHANGS FOR � PR� 40'-4" E A1O• TiiiH LIR�lis•1 28 -6 3/4 33 -7 3/8 �-- 39'_10" 3s EP ©6/5/2017 (21-7301/2X 271/432'-8" -1 241/2Xt01/'5391L HGT. I �%--J L--- DINING I I 85 Y 0 F2 III Lr 1J 1 1 CK & MES Og J � II oo NN IN W ND v _WN PREP FOR 74' X 82' _ 16n CHIME BIN 16 18T (16' M E BEAM - IOLRINM - B01H INSULATE ALL WALLS AROUND AIR HANDLER 241/2' X 601/47 SG 241/2' X 601/4' AFETY X 401/4 SG. 301/2' X 601/47 I301/2' X 601/4' BUILD THIS WALL 1 3 3/4" 1 16' I8I 7/8" �S 26" 'vL1T 22'-2" 34'-7 1/2" 3'-6 3/ " 17'-6 1/8" (TOILET) 23'-10 1/2" ROOF DEPT. s38'_6" USE 36 X 133 MODULAR FLAT RAFTER v IMPACT WINDOWS THIS SECTION 39'-0" - [CHECK SALES ORDER] (M699402) IS-4 1/2' 41/2 7'-11" 41/2" IT-11 1/2' 39'-0" SOLID FUEL BURNING MRELACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 ON -SITE " 11 Imww.�n,nEY<�iur�ss wmun�,�,n 7r-Bw (3 � 63 f3 OFFSET d p 9.16 URE-I-] ° 2 xrrcx NNOOW OMM 876E THERMAL PANE SCHEDULE - LOW E MOM) VDIM W Sag L AREA (`A A LIGHT ROVIDED ( WNT - ( 12 Y 65 3.751 43e6 0 14 . 39 3Z= 3274 D 14 . 40 4,053 2A6 IA4 14 . 60 a662 322 Los 14 ■ 60 0.6W 4.34 105 24 Y 12 ILIM 1.772 0 24 ■ 40 &W 4O6 246 24 Y 54 L209 L02 346 41 24 . 00 10.25 7A9 am 30 ■ 10 &W6 3331 0 30 . 27 &m &9 1. 30 Y 40 LMS 5.26 30 Y 60 12791 L96 30 Y 66 14OI6 11.03 1103 34 Y 34 L206 6.973 36 Y 16 4.6811 &9e0 30 . 40 IOm2 7.71 35 . 60 1&2T 122 e. 10 • 6 2U&52 3274 O 72 . 13 5.751 1 4.660 0 DOOR SCHEDULE AREA (SL Fr.) Nan � ) VENT FROWID D 21.639 O 0 L MAN 4.7301 0 21AN 67 40 3234 57.102 43M 21.09 gg, O ®..�� ® x m �31ffi - 66PI o1 ® C m- 7/11' S1EAT01 (011) - ONE SIDE ONLY HE'- '3 '- 2FASTEN 093 W/ MK - 15 GA. STARE 0 3 K as MAX 2FLOOR/WALL/CEIlNG = a131' : 3 1/Y NAL 0 4.736' 0.a MAX OR 2 ROM 0 MV aC MAX - STAGGEREDp 6W7 (3) 20 GA STRAP W/ (9) a131 X 1 1/2 NAIS (EA END) `CC MK 3 FLOOR JO515 SLOW WALL F.I_� ' 2x8 MINIMUM FLOOR SYSTEM REQUIRED S 2x10 MINIMUM FLOOR SYSTEM REQUIRED z • • • ALL 1-BEAM [CHASSIS] LOCATIONS SHALL HAVE PIERS Z W • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION • PERIMETER AND MATING LINE PIERS ARE REQUIRED. Q • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS INOT JACOB5EN1. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT W BOTH THE 9113EWALL ANO THE MATING LINE AREAS, FOUNDATION PER FBC AND STD. ENGINEERING PRACTICES. LL BOTH THE SIDEWALL AND THE MATING LINE AREAS, G AS WELL AS AT THE ENO OF EACH SHEAR SEGMENT. O AS WELL AS AT THE ENO OF EACH SHEAR SEGMENT. LIGHT AND VENT CALCULATIONS ROM LIGHT LIGHT TENT VENT I PH'AL/ NAME (SL FT) (S&ROMR R) () (0L R.) (I�) uvw0 ROOT ,,. ,a.• a,.w w,ww ,.zw r,..v CIVIC ROOM 65 as 2&61 &4 11.79 PAS: BEDROOM /1 197 6.55 1536 4M 7.3E PASS BEDROOM R 67 IL96 12.2 3,46 &14 PASS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LEGEND - FIOGH PLAN SYMIM S ®a ® 1M OR 14• RETURN AR DR(P (M.) ® 1T war Mm LWAIM Ow.) AR HANDLER LWAIM MP.) SIEARIIALL O SIEMNALL DF9GHAOR (SEE TABLET ❑1 C LUYI LOCATION (SM TAIM) ©_ ®® 11 7/07. 14. OR 13 7/U RIDGE BEAM ,'6E �^ a� a® SHOE AAIOIS(WALL • CEUNG) m CO16 Co/SM= ALAflh COLUMN SUPPORTS CE8011WD SIM n0 MFN - we (RKf.vb) ❑ NA16FY w IOOO Nr YYA1 IDOL am" WO M °3T DFSO TROT LOAD: 2O PS• D0'NL1E G7S:1M ° HUM. "" 611D ,Aa TWe 6.0. oOmFD MnUIwT0°i. We a Opp NAL T1ve 6.& MJ=°� TI n �OL. CONWO UpUwr ElSTD{ 2 2 MIA N 1&73 E D D 0 N O ° 2 2 2.4 N 1&76 0 0 0 N 0 2 2 2Y4 N M73 0 0 0 N 0 -2 2 a�4 N 1a73o D ° w u 11E 0 0 0 H a 0 0 0 N ooOLL D. ° _N __ 0_0 O 0 N 0 0 �8 0 O° 0 0 O 0 N 0 0 0 0 N 0 A- 55.26 P5F OSHMRWAM N (n DESIGN SPECS::p B - 14.6 PSF Dun O' EMEM � p� C a 36.8 PSF RE avuYmw IOQ D J Ar C+01 DD o AL 1MEVh D e 10 PSF YNL soER1s OFSIGH SEAR VALUE DESIGN SPIN VALDE• 1 27&OB ID7.T PlF OVERIURDNC FCFVE3 O 01AWTUR18R0 FORM W 2173 tBS GM us DESCH SEAR VALUE: s1 11 EM VALM O SS9.w RP 0 PLF OVERRR6DID FORM O OVERTURNING FORCE OVER 3239 LEIS D LDS DESIGN SEAR VALUE DESIGN SEAR VALUE O 37oJN PLFovm D PLF OVERTURNING EUtf` O FORCE . -- - - DESIGN SHffAR VALUE: DESIW 9EAR VAUE: O57776 A.i O D PLF OVERTURNING HUGE OVERTURNING PULE 5100 LBS O LOS LOADS ANDOR OTHER FORCES ONTO THIS BUILDING/5TRUCFURE. TI4g DETAILS AND PLANS ARE CONFIDENTIAL AND PROPRETARY MATERIALS. THE CONTENTS OF THIS WAGING PACKAGE CONTAIN COIDDFNIIAL AND/OR PRIVILEGED INFORMATION. ANY 1/1A11T110I7FD USE, CDP1N& DISCLOSI , OR CISIWBUMO N OF INS PAGHAGF. OR ANY OF THE CGHTDN75 CWTANED THEREIN. IS SRICMY PROHIBITED BY JACOBSElN NOTES AND MAY BE UNLAViUL THOSE YATEMALS AIM PROVIDED 70 THE RECFIDNT FOR SPECIFIC PDBOSSR ONLY AND SHALL NOT BE SCANNED. COPED, OR OrmmsE REPRODUCED AND/OR mTma ED TO OTHERS FOR ANY PAwm WTN01R O E55 R6TIEN AVTHOEEA.TNH FROM AACOBSEN HOMES TM DRARND PACNAE AND ALL ITS CONTENTS ARE THE OCCLUSIVE PROPERTY OF JACOBSiN HONES ALL RIGHTS RESEFNFD. OwMGHT 2w MOOR Ma AIN Nom: 1. SUE ITEMS 9DW MAY 6E tpOGHA. 2 FOUNDATO E WFGM. FD OF9TE. BY OD016 AND MS SUBJECT TO ALL STATE AND LOCAL CODER AND DSPECDaS S SUE ITEMS SNDW MAY Be GH- RE. BY DROIS � P D ID p TgVARY, NOT COVERED BY IMSE ♦ DEN INSTALICA ANY MUM FLOOR AND REaT F9UIDAT"N ARE UFSnF BY OTHERS L FOUNDATION VNOAIM IS pi -sin. BY ORORS L ALL RAIDS. STARS ! RALS ARE DN-SITE. BY DOERS 7. AC AND IEAT9D UNITS AIM FROMIED BY OR27IS 6 IISwIED of -am BY DOERS. L SEE FLORDA DOW CAM FOR NH WAG SPECS. L AIRY Pan SWAT Is Dsrattm C*_Srm By DINERS Ni. RB MUM MAY BE MIUMM WDIOUT ANY fE-APPOML OF 7FfESE FLAB OIAT BE TIPPEJf 9_ ro SIDE AND/CH ETD ro FND - a B011l] "- %-It. 0101506 SNOW ARE ACOML III S EXC SHiAINL SIM ENO. ARE NOT INCLUDED. 12 NIGH MAY E LOCATED AT DIVER END 11 GIRDING WTHOUT ANY RE -APPROVAL OF THESE PLANS 11 THIS FLAN MAY BE OO STRUCRD AS DUEL AN ON - FRAME GH AN OF fTUUE BOIDOD WOW ANY -��IE-A44R(WAL W�TIyR4gEAHAIgR NOTE THAr 11E FLL it � 1NNP5�{! D (41E f$P•�A QI�aI mlm. AREA RESERVED FOR LISTING AGENCY AP)MOVAL STAMPS: PpPROVfD m,� „ • aw-.1 .2.' iD um mww.vu.o D 6-16-17 6 NO z OCAMES W/ 2014 FONDA RES. COOL INCLUDING ALL 27HI SUPPLEMENTS 17 'hIMd 63602 16. NX B N � 2 V f M L N6QDfIxY An DDORT, IN 4N14 10741244474I REVISIONS 0 F BY I DATE L DRAIAN• C.MYRICE cREC10D: N.T. DATE: 6/5/2017 SQ%LL. 3/10• - V-0' SHEET: I®F1b_ WEC: Expo• C DWS: MODEL: 170 MOH MOD 120S OMMUQn CC) 2017 . JACCOW N HCA= SAFETY HARBOR FLORIM, ALL MGM I®N®. Bu¢nris_s»-_ . - e(s.ai _sy: Et` - -- -- - -. -... ... _.._-_.....- ._..-- -- -- 1. MINIMUM MAW OF GENERAL UQMG / GENERAL USE CIRCUITS REQIDED: 2 MINIMUM (SO. FL x 3 VA / 120 VOLTS / 15 AMPERES - UK MUM. OF GENERAL UGHTDIG / USE OMITS REG'D) 2 GENERAL UGHTMG AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUULNNG SQUARE FODT: GENERA. UGIIING / GENERAL USE: S" x 3 VA 2S3S.99 VA 70TAL VOLT-AMPERES - 2535.99 VA 1 SMALL APPLIANCE AND LAUNDRY LOAD AT 1.501) VOLT-AMPERES PER 20 AMPERE ORCU n.' SMALL APPLIANCE LOAD: 3 : 1,5000D VA 45W VA LAUNDRY LOAD. 1 x I.5W.W VA 1500 VA TOTAL VOLT-AMPERES 6000 VA 4, NAMEPLATE RATING OF ALL FDGD APPLIANCES (N VOLT-APQES): CLOTHES DRYER: - SBW VA RANGE: - 96W VA COOK TOP. - 0 VA WALL OVM - 0 VA MICROWAVE OVEN: 24W VA DISHWASHER - 1380 VA GARBAGE DISPOSAL - 1060 VA WATER HEATER 4750 VA GUM - 0 VA 071ER v 0 VA OTHER: 0 VA OTTER D VA TOTAL VOLT-AMPERES v 25MO VA S NAMEPLATE RATING OF MOTOR AND LOW-POMIII-FACTOR LOADS (N AMPERIESk RANGE HOOD(5} 1 x 1.1 AMPERES 1.1 AMPERES OHAUSr FANS} 2 x 0.7 AMPERES • 1.4 AMPERES CEILING FANS)•. 3 x i AMPERES s AMPERES FURNACE BLOWER (GAS / OIL}. 0 x B AMPERES - 0 AMPERES TOTAL AMPERES . 15 A1PQff5 MULTIPLY x 12D.00 VOLTS TOTAL VOLT-AMPERES: - 660 VA 8. 70TAL HEATING AND AR -CO DI7IO NNC LOAD: W THE LARGEST OF THE FQLOAWNS SIX SELECTIONS - (A) 7HU (F) - N VOLT-AMPERESk A 100X OF THE NAMEPLATE RATING(S) aF TFE AIR-CONDITIONING AND / OR COOWG (VOLT-AMPERES). I x 14400 x 1001% - 14400 VA LARGEST IL 100X OF TIE NAMEPLATE RAIINC(S) OF THE WA71NO WHEN A HEAT PUMP IS USED VATHO IT ANY SUPPLEMENTAL EIECTMC HEATING (VOLT-AMPERM 1 x 12000 x IDOX - 120M VA C. 100X OF THE NAMEPLATE RATINGS) OF ELEC710CAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EIPECRD TO DE CON71NUOUS AT THE FULL NAMEPLATE VALUE SYSTEMS QUALIFYING ADDER THIS SECTION SHALL NOT BE CALCULA71D ADDER ANY OHER SBL'RON IN 220A2(C) (VOLT-AIPEA6) 0 x 0 x t00X - 0 VA D. 100X OF LIE NAMEPLATE RATING(S) OF THE HEAT PUMP COMPRESSOR AND 65X OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP HEAT PIMP COMPRESSOR IS PREVENTED FROM 0 • x 0 x 100X - 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL HEAT. IT DOES NOT NEED SUITUM ITAL EILLIMC HEATHS SYSTEM 70 BE ADDED TO THE SUPPLEMENTARY 0 x 0 x IOOX - 0 VA HEAT FOR THE 70TAL CENTRAL SPACE HEATING LOAD (VOLT-AMPEfESN TOTAL LOAD (ft - 0 VA E. 65% OF THE NAMEPLATE RATING(S) OF ELECTRIC SPADE HEATING IF LESS THAN FOUR SEPARATELY CONTROLLED WITS (VaT-AMPETttT 0 x 0 x 65X - 0 VA F. 4OX OF THE NAMEPLATE RAIINGXS) OF ELECTRIC SPACE HEATING IF FOUR :MORE SEPARATELY CON7ROLLED WI75 (V0.T-AMPDRFS): 0 x 0 x 4011 - 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AR-OODRIORNG LOAD. . 14400 VA 7. TOTAL CALQM7FD LOAD (LOADS AS CALCULATED N 2 T1RU 5 ABOVEk TOTAL GENERAL LIGHTING / USE CIRCUITS (2): - 2535.99 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3} - BOW VA TOTAL NAMEPLATE RATING OF ALL FDOD APRUANCES(4N - 25010 VA _ TOTAL NAMEPLATE RATING OF MOTOR R L-P-F LOADS ft - 660 VA TOTAL VOLT-AMPERES (COMBINED 70TALS 2-5 ABOVE): - 342MM VA B TOTAL COMBINED LOAD (FRO( 7 ABOVE): - 342MM VA FIRST IGINA AT 100(: - 100011 VA SU87RACT THE FEW IOKVA FROM TOTAL COMBINED LOAD: - 2420529 VA B. FIRST IOKVA AT 100E - 10OW VA (FROM 8 ABOVE) 242G5.99 VA - REMAINDER AT 4OF - 96824 VA SUBTOTAL OF BD0( LOAD COMBINATIONS: - 18682.4 VA 10. TOTAL COMBINED LOAD (FROM 9 ASOVE): - IBMZ4 VA TOTAL HEATOC AND AC LOADS (8) - LARGEST OF () TIRU (El - 14400 VA SIB ,A.0 v 34OM398 VA SUBTOTAL DIVIDED BY - VOLTk' / 240.W VOLTS MEDIUM CALCULATED AMPERES REW6ED: - 1420 MAIM 1 ELECTRIC SERVICE PANEL GI SS - -'1. -`-'-A-LICENSED ELECTRICAL CONTRACTOR -(LICENSED / CERTIFIED -IN-THE -STATE-'OF'FLORIDA) '' " 24. 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 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. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). S. 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. 25 B. ALL CIRCUITS CROSSING OVER MODULE MATING UNE(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. 26 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 27 110-9 OF THE NATIONAL ELECTRICAL CODE (NEC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). 11. ALL 120-VOLT, SINGLE PHASE, IIS- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS 26 LIVING ROOMS, DENS FAMILY ROOMS CLOSETS, HALLS, DINING ROOMS, & SIMILAR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER. COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM 29 WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS 30. SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE 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 ENCLOSE LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NCI{* BE PERMITTED. C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED MERE IS A MINIMU CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEARES 115'-o POINT OF A STORAGE SPACE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) 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. (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. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN-. CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), UGHTING TRACK, PENDANTS, OR CEIUNG- SUSPENDED (PADDLE) FANS SHALL BE LOCATED 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. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 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. 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. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 16. PER THE 2014 FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 75% OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED -' ""' - -' - .. _... ..... - - -' - - - - SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. FLOOR LEVEL WALL BE 80 INCHES MINIMUM. SNATCHES. 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 ELECTRICAIOD (NEW THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 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 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 "'IIWAIa WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 1 OR 2 ADDITIONAL r 2 ADD DROPS GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. WHY BE ORDQ� AND INSTALLED FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE FOR FUTWE USE 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. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS 200 AMP MAN PANEL 120/240 VOLT SINGE PRASE 60 Hem DE KW O IM AND WTMM® O -=1N A VAWFEk UAIE 0011570), ummt LO/W w-PER®Or HWAL Almmu wwm ROO MO UN OSWO AD. ON IM BEET NO NET 4O E ISM mm ru m lBAme�AOin 1= = /V/((�e mrQ PA " 1000 2 NCH DL49M RIGID METAL OR RIGID NON-METALLIC CODUT LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS. 200 ,AMP AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 9MMICAL IUSER DIAGRAM 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. ENi»P CM �T9 l F IN DREADING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS �( QEWHHDa NDLHMOd1mMwEWES M m 71E W WEC. 1� WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET ON NE MEW MEC' T 5 N ERECT AT ne SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE � . TALE 70 IWECOON W �� MW anDS No /�4n¢ NmIM NAMO MMICODgLm BASIN COUNTERTOP. ,vY(q LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 ,AMOM MCMC SERVICE pOft CALCULATIONS PER NATIONAL ELECTRICAL CODE_ 220-62 OPTIONAL CALCULATION - DWELLING UNIT AREA RESERVED FOR UMG AGENCY APPROVAL STAMPS: PpPROVfO 0 $ 6-16-17 ? NO z Ul m�i,m«e m Har Axa�l W xummm Hx40 F ¢ ,-.,•.. s rs rm-2S'Js M2Ax•1 E°m, lRo 1 (4 �LL MMA NL A,FIOIfD PyF�P SyoG M1 v xc WEV S C'IRTERB' P wwo�io�Anx{'x�l'1t'"aom�"Ori COMPIES W/ 2014 FLORIDA RE& CODE, INCLUDING ALL 2016 SUPPLEMENTS s N 1� 'a %sin: $ 70P L 11EAIIDfiEY AVE Emum IN 4074 W4H 264m4A I! DRAWN: CMYMGE CHECKED: Y.T. DATE: 6/5/2017 SCALE: 3/(g• - p_p SHEEN 4 ®� b V MEO Expm m C DADS: 170 MPH MODEL: MOD 1265 THEM DETALS AND PIM S Ale COODOROAL AND PROPRETARY MATETOAL4. 7HE CO PENIS OF LIB DRAWING PACIIAM CWTAN COHIOFNOAL ANO/W PMVOECED WORMA7O. MY UNAITDMM USE COPIED, USM09R OR 0511MMON OF THIS PAO4mC. OR ANY W THE OpNTOM 000410 TIET3M IS SJIUMY PROMM BY JACOOSFH HOMES AID MAY BE U LUEW THESE MATERIALS AM PROVIDED TO THE RECIPIENT FOR SPECFW PU P056 ONLY AND SHALL NOT BE SCANNED. COPED. OR 0MRWSE MMODIICED AID/OR DSRED = TO OTHERS FOR ANY PINPOM WTHOR DHSS NWTIEN AUg10DATION FROM JACOBSTN HOES HMS DRAWIG PACKAGE AND ALL ITS OONTDO9 ARE THE 00 USYE PROPERTY OF 4AC09SN HOES. ALL ROM RESERVfiD. COMMENT =7 COMMON �D 207 - . AACOBSEN MITE; SAFETY HA1DO4 FLORIDA. ALL HOGS RESSWED ELECTRICAL SYMBOLS LEGEND ELEMCAL CBRCUR SCHEDULE >K RAC a aaa Ar ESMLED Dom= R A auvm MM ONM @9fr0 BELranI PllL 19niM7 ANaaOAM tA� MmaaM RAION i 1�0AM falON i YN IAa , Now DaalUL faIa/CM-URIC®RIRAa�oDL ® O N N3 'aorta Caoar �� TEN aEN Mr I latoar ®oD tM aaar I (� �� tEN t I w INPOKONo WAD AND InaENAD u AaQ a M DENT AND SENT 3 a m TWICAL mvaT TOM TENT tiotai nca a-.n ® t auu ANuwtrs m tx-a n tmrn -Mar wr u� u u IamKn -awn xm uatD u u a wan tor TRIM m EN Pun Mrt esAIW rJPAmr tsza ANlaes ac TErtla[ vO TOB®ICU/. x WALL ARAYNLL. m tz-z nNODtta - Mn NOT wm NA WI a IODtEa - INNan NR um u u .eN� m , fj �Nra N+e. lrw eruaa mo uww AmwlNo LtsNAr ry IaIM�AAI°i a.V S ® _ gILL O O a ILA MONINAW m 12-a N O:r. Imam (GwO w - m 1M O AcEm - Mar Nor USED u u w ROMet �v n a a Are aom� Ia aaama/ary wr arnn a a auu Anl:wa: - AMC rua.Y ,v -m lz-z µ DA.I Iaanrs (ILEA va - m l�z tt awn rave ONIOImaaslm/M ,v-le lsa tea a mo" i.�i°Io mum IN snc run MAN IMM Sa MAY ara®e LtNa GONG OM ENT m FW. DEPEM wORR. • a)QML NNFas - AIL FAINT AF-13 t4-! a um ISATER - 7AIIGM a as to AENIRM - Mat Nor USED NA NA my a "' M INISLABEID= a INWA� ne m I GENERAL PURPOSE - A I FAULT AV -is is 1F2 N n=m RAm 40 H ` NDSnhm - MR NOT UJfD WI NA N Muc NE Wo Q oe r. to • /) NOP w DEN: mN�'f 9S� N ® ,� .-- WI ttc anlmtr Nm tlNT a N mar Ar mu& Novas - AMC FALT AF - 11 14-a T GIRL alaaAWEN a 1f2 NmRm - a01T NOT USED NA a m�i-IRwlsa®ar +N NN: na a a-Sa. R aNw ro I® L1t1R a WONT Pr R EP TWUGN7ro R 10NII4 N111e70A aC T a 4 To wale-ttNo-rwNnaNNOGv ,QxI"�`oaLAUNN'i61gMwsaAwmala" m/l®f BNIe D®ala+mme uxe rARAaNr mLn a M -owe ■ aNaAL nacre - ARC I� _w — to ��: _ s ar. aoeAGE 03PWNL to u-z s IazlNn - MR m vNn u u 200 AMP (J' %` �� n r I aaaru eras - AM FAULT w - to t4 - a N LiNnew (wnm sam m 12-2 a ImtrO - mart tm US) u m ELECMCAL RISER DIAGRAM ,�A " srNtOlrD Pmealm wt D GAimT WILL manta um nm wr E I� x'ap (d RTI9 t NIWI (m tM N W.4Ym - Omw wr Um NA NA n WaDRr (aDIIB aGTO >D tDJ a I®TND - OCINT NR UM NA r -ft 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES do LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR" (WEATHER RESISTANT). LODB SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION(S): 1. IN EACH SLEEPING ROCM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS - LOOW 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL SOME ITEMS SHOWN MAY BE OPTIONAL. CHECK WITH YOUR SALES REP. FOR SPECIFICS. ALL TV. PHONE: AND FAN PREPS ARE OPTIONAL 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 FSC AND THE' HOUSEHOLD FIRE WINNING EQUIPMENT PROVISIONS OF NFPA 72 THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCHWIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM .' A BATTERY. WIRING SHALL BE PERMANENT AND WITIHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. RACM TN Ag7.I!<F.S: REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL- TOTAL NUMBER OF CIRCUITS USED TOTAL NUMBER OF STD. BREAKER SLOTS USED (NOT INCLUDING DUAL OR PIGGY BACK BREAKERS) 23 THS CIRCUIT 5 TO BE LOCATED BY A LSCENCED RVAC/EI0MCAL CONTRACTOR (TO BE DX ON -SUE BY OTHERS). REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED PATH A LISTED HEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES Low �f 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). 10- 1. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DINMN0 THAT 6 AT GRADE LEVEL. AT LEAST ONE RECEPTACLE OUTLET ACCES9HE AT GRADE LEVEL AND NOT MORE THAN B 1/9 MET ABOVE MAINE SIALL BE MIALLED ON THE FRONT AND TE SACK OF THE DRFL UNQ IF THIS UNIT IS TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR GUAM (AT DUDE IEVEU SHALL BE INSTALLED ON -SIDE, BY GRIM 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED N THE STATE OF FLORIDA) S. UGH71NG OUTLETS REQUIRED: AT LEAST ORE WALL SWITCH -CONTROLLED LIGHTING OUTLET 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. FLOOR LEVEL WILL BE 80 INCHES MINIMUM. CEILING FANS HAVE BEEN INCLUDED IN THE ELEC. CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL 7. ALL RECEPTACLE OUTLETS LOCATED W77HN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH LOAD CALLS N EVERY ROW, 4EIEFORE THEY CAN TE INSTALLED WITHOUT ANY PLAN REIIPPROVAL 2. DNELEIEN -ALL M-= SNAE N1rZ. To- Am m- Almon MUM sane SAOUNw ateE7S N ALL ammoa GFC PR0lWnON FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNIERTOP% LOCATED 14. SWOCES RE(EMACES, AND / OR OTHER FONRES MAY M MOG7ED FROM TEE AREA SHOWN ON WING RGOIq ORS FALY ROCIA CIDSM HAUS6 DUNG ROOMS & MOM AREAS !ILL BE PROYEMED BY N THE Kn?C HM SHALL BE EOAPPED WITH GM PROTECTION FOR PERSORNfl THESE APPROVED PLANS / DETAILS DUE TO OW61RUCTION RESTRAINTS ALL LOCATIONS SHALL M Am -FAULT CRart NTERRIA ER, MONAMM ImE NSTAYm TO MVI E PROrtOooN Or THE BRAxa cswaT. & ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED COMPLY WITH APPLICABLE SECTIONS OF THE NAMONAL ELECTRICAL = DM 3. ALL SMOKE ALARMS STALL BE INTERCONNECTED 50 THAT THE ACTIVATION ANY ONE ALARM WITH A WEATHER PROS (VIP) ENCLOSURE (COVER). THE INTEGRITY OF WHICH 6 NOT EFFECTED 15. 'FOR 'ON -FRAME' MODUM PLANS. TE MAIN ElECTPoCAL PANES. SHALL ALSO BE BONDED TO 7 E WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL 07HER SMOKE ALARMS ALL SMOKE ALARMS WHEN AN ATTACHMENT PLUS IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. C ASSIS OF THE SECTION ON WHICH IT 6 INSTALLED. A BONDING '.LIMPER' SHALL ALSO BE SHALL BE EOUPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE 9. GM PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE INSTALLED BETWEEN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL AND / OR INTSIRUPROL ALL SMOKE ALARMS ARE EOUFPED WITH A HUSH- S IMON. 10. N ALL BUILDINGS. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS REWIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERIFED "elSED) BECTRIM .4... SMOKE_MARMSJLND_CARBON:-MONOXIDE. ALARMS MAY- EE_WALL -O.-CEILINGMOUNTED -. ...._.... __WIMIN.36_INCHES_(2.FEM-OF-lHf-W-lSIOE_E=-QF_E/LCIDA9N.. THE RECEPTACLE_OUTLET._.___....�....___.-CONTRACTOt.(ONzSUE,-BY OTHERS)_E ANI)-A..5UB.ECT.TO-INSIEMMBY THE LOCAL,JURWCTION-.-.-_. (N ACOOmMCt WITH TIER USTNW). SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE 18. THE MAN ELECTRICAL SERVICE PANEL IS WIRED UTUaRQ AN ISOLATED NESU7RM4GROOa (4 WIRE 5. ANY ADDITION OF A FOSSIL -FUEL -BONING HEATER OR APPUANCE. OR AN ATTACHED BASIN COUNTERTOP. --- SYST J) FROM IM FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ElEC1PoCAL CONTRACTOR GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE Cl) 20 AMPERE (12-2) CIRCUIT. TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). 12. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WTTH SEPARATE SWITCHES 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATION ON -SITE THESE VMS AND PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS of THIS hums PACKW Camm mom mA me/m FRPAE® WawMOH, ANY U IAIIIIa7R® U= CWM06 DISCLOWIZ, OR DISTRIBUTION OF THIS PACKAGE, OR MY OF THE CONES CONING nEWWL a STINMY PRMWM BY JACOOSBN Taws AND MAY TILE UNLAWNL THESE MA700M ARE PROVIDED TO THE RECPDO FOR SPE12IC PURPOSES CLY AND SIG. NOT BE SCANNED. COPED, OR OT ERWTBE REPRODUCED AND/OR NSIRRIUTED TO OTTERS FOR ANY PURPOSE WNCUT E WREss WBTTFN AUTHDRRATON FROM JAweS7( HOES THIS DRAme PAaam AND ALL Ns CONTENTS ARE THE EXCUM L PROPERTY OF .MCCBSN HOMES ALL FM73 IENERVED. COPWaRIT zw HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE MALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REQUIRED RECEPTACLE SHALL BE INSTAUFD ON -SITE, BY OTHERS (BY A CERMED ELECTRICAL CONTRACTOR). 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED 'OFF' POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, INHERE 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 HEAING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 4, THE HVAC UNIT & RWD. ELEM 15. SUPPLIED & INSTALLED ON -SITE, BY OTHERS. THE S S AND INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM. AS WELL AS ANY REMARED EMERGET(CY/QUICK DISCONNECT. SHALL BE COPLEIED BY A QUALIFIED. FLORIDA LICENSES, ELECTRICAL CONTRACTOR AND 5 SUBJECT TO NSP&IION AND APPROVAL BY TIE LOCAL JURISDICTION HAVING AUTHORITY THIS EEORBCAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER S ZING AND NSTAl1A710N OF THE ENTIRE SULDNG, BEFORE ANY POWER 15 SUPPLIED TO THE MAIN DECTNrAL PANEL OR ANY PORTION OF THE BUILDING, AREA RESERVED POR LISTING AGENCY APPROVAL STAMPS: PpPROVep 4 a 6-16-17 NO A ut a • A� :o Teo NoPw MCP-23M 0112 1 ` aLzwl em t G 4 T�S� wNrss PNPe ma AcwoND P G . Z O rrrnenlRD NrAIAA x oA*..aNNA TENT "MI= rq'RTER 5 - " m� anNe ITN— •DNm —CWd7 r ia"aTo w niALitao� n<""" mo�iO.I"d' COMITIES W/ 2014 FLORIDA RES. CODE INCLUDING ALL 2018 SUPPL EI ERIS i J TTA i 700 L IaARDNYY WE N ORAR. N 46514 I5741x64 W4a ho E TPt mm= m-_ mmm m-_ m-_ amm C.MYRICE CHIQ09: M.T. DATE: e/5/2017 SCALE: SHEET: VVEC: Enter Fo C DAYS: 170 MPH MODEL: MOD 1235 COPI IGHT 2D 2017 . JACOBSEN HOMDS, SAFETY HARBOR, FLORIDA, ALL NETTS RESERVED. I NOTE OTHER APPROVED„ CONTAINED MTHN NANYUII ROOF ANGLE IS NOT EXCEEDED, ALL CJU. M ALLOWABLE DESIGN ROOF ANGLE. SPECIFIED ABOVE 16' X 6' TYPICAL VENT FOUNDATION VENTILATION PER ENCNEERED DESIGN ow ITHLAL FUUNUAITLN FOUNDATION DESIGN/CONISIRUCTION ON-SIIE. BY OTHERS AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS. STEM WALL FOUNDATION SHOWN - OTHER FOUNDATION TYPES MAY BE UTI®. r ELEVATION NOTES �® •' � 1 � • SEE CRO55-SIxRfll FOR x>Q14 ROOF VENIILARCN LDow ^ LOOID 36' TIP. TYPICAL FOUNDATION 16' X If TYPICAL VENT FOUNDATION DESIGN/CONSTRUCTION ON -SITE BY OTHERS NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS FOUNDATION VENTILATION AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER PER ENGINEERED DESIGN STEM WAIL FOUNDATION SHOWN - OTHER FOUNDATION TYPES MAY BE UUM DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. JACOSSEN1. FOUNDATION 15 INSTALLED ON -SUE. BY OTHERS IL ROOF VENTUIRON MAY BE ACCOMPLIISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF It SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. MD INSPECTICHS. VENTS. THESE METHODS MAY E USED SOME ITEMS SHOWN MAY BE ON -SITE; BY OTHERS HOMES 2 SOME ITEMS SHOWN MAY Be ON -SITE. BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE ILY OR IN SEPARATELY OR N COMBINATION. 9. ROOF OVERHANG (EAVE) SIiFS MAY VARY. TYPICAL � I 16. THESE FIiVATIONS ARE TYPICAL ARCNf1EC1URAL DESIGNS AND MAY VARY FROM THE ACTUAL EIIVADON APPROVED PLANS FRONT AND REAR EAVES ARE 13 1/2' AND SIDE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH AS SING TYPE, A MEN INSTALLED, THE GARAGE FLOOR AND FWD VARY FROM 10' 70 6' NOMINAL SUES SHNGE TYPE, SFNTIEIM DEDDRA71VE ITEMS, ETC.. MAY FOUNDATION ARE ON -SOT, BY OTHERS 10. BATH EXHAUST FANS SHALL EE VENTED 70 THE VARY FROM THESE ELEVATIONS SHOWN. 4, ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. WERIOR OF THE BUILDING AND SHALL NOT DRAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS 5. LANDSCAPING TYPICAL. ON-511L BY OTHERS INTO W ROOF CAVITY OR ORER CQLLiAIED SPACE 18. ENGINEERING FOR SITE ITEMS. BY OTHERS. 600 k,ACKAM 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUMING MAY BE MMORED WITHOUT ANY 1A ALL ITEMSMATINGTO ACCESSIBUTY ON THE SITE ARE couff, BY OTHERS AND MAY BE fEIMIED FROM SHOWN. RE -APPROVAL CH THESE PLAITS (MAY E 7U-4 m' DESIGNED AND INSTALLED BY O HIM (NOT JACOBSEN) AND 7. ELEVATION 15 TYPICAL ONLY. ON -SITE PORTIONS SIDE TU SIDE AND/GR END TO END). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL IL1��c� S, fIY HAiiB0p , F. 3"95 Or E aERIOR MAY E CHANGED BY THE DULDNG 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TOLOCALAPPROVAL FOUNDATION VENTILATION IS ON-STL BY ORM 20. MAY E MIRRORED WITHOUT RE -APPROVAL OF PLANS 727 726-II$8 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS TRim PARTY APPROVAL AGENCY(S) ALONG MTN T E'NRCHI E:CT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT E HELD RESPON STILE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSECUENT1AL PERFORMANCE OF THE SUMSMOTURES STRIICNRAL COMPONENTS AND SYSTEMS REATNO 7HERE70. THUS GETAOS AND PLANS ARE COFIDENTW AND PROPRETARY MATERIAL.. THE CONTFMS OF TINS DRAWNC PAORMUE CONTAIN CONFIDENTIAL AND/01 PRIVILEGED WO NAMON. ANY KNAUIHOROD USE WnM DISCLOSURE. OR DISTRIBUTION GF TM PACIG OR ANY GH I E COItFNR CONTROU THOM IS STRICTLY PRO®Rm BY JACOBSEN HOLDS AND MAY BE UHIATLRL THESE MATERIALS ARE PROVDED TO THE RECIPIENT FOR SPEC IIC PURPOSES ONLY AND 94ALL NOT BE S'CMSDD, COPED, OR OTHSINSE RFPROWCFDAND/OR DMIRIBUIED TO OTHERS R5 FOR ANY PURPOSE MTMOUT DIPRL"S WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAYNG PACKAGE AND ALL ITS CONTENTS AM THE OCCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 11W AREA RESERVED FOR USTTNG ,AGENCY APPROVAL STAMPS: PpPROVep • o�� P wy • m.m.uu� D TA IRII CC y , 0 6-16-17 NO En rmr waves: Mllmn F y NTi3OI NmAP , K A AA.,s Y .m �iux:: w�iw ... iacn coQ o.mao ve • CARTER i✓iiiW�iP w:wrie:"'4a lr�O N"'4°o"�`w�°RTw m' CON DUES W/ 2014 FLORIDA RES, CODE, INCLUDING ALL 2016 SUPPIDENIS DJOVc � i M E tTAlmfiM AVe HINAIO,N .eel{ W62e W'w 9 N-ff —41 DRAWN: C.MYRICE C¢CIMID: M T. DATE: 6/5/2017 �= 3/I6• - t•-D• SHIM: b®IFF1b WEC2 EqN m C DUES: 170 MPH MGM: MOD tzw ODFMG Y G) 2017 . JACOBSEN KUM SAFETT HARBOR. FLORIDA. ALL MOM RZESFIDID. rwTe OII MA VA7 W �IRUISSES Y�QN MAXIMUM ROW ANGLE rs NOT MEMO. ALL CAILVS 11KA 1�BAgD 1THE WUOEM t SPECIFIED ABDV T6' x B' TYPCAL VENT FOUNDATION VENTILATION PER ENGNEEIOD DESGN AM J'0 " A ON IYKCAL EUUNUAUU7 FOUNDATION DESIGN/CONSTRUCTION ON -SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND OISPECTIONS. SEEN WALL FOUNDATION SOWN - OTHER FOUNDATION TYPES MAY BE UTILIZED. w9as qo sot * I rlol 63802 ,:. r ELEVATION NOTES,�® ' • t SEE CROSS-SECTION FOR • ROOF VENTILATION 36' TYP. TYPICAL FOUNDATION LOow� �(oola 18' X B' TYPICAL VENT FOUNDATION DESIGN/CONSIRUCTIOI OI-SITE, BY OTHERS _ _ ELEVATIONS PoIINDATIO! V[NTiATXB! AND IS SUBJECT TO LOCAL CODES AWN INSPECTIONS OF THE FINAL STRUCTURE. IESE ELEVATIONS RTEMS SUCH AS ROO F P TCH RE DESIGNS SIDING 5TYPE, SH SHINGLE TYPE, SHUTTERS Y FROM THE AANO/OR OTHER PER ENGREERED DESIGN STEM WALL FOUNIIATION SHOWN - OTHER FOUNDATION TYPES MAY BE UTILIZED. pECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. ��®�� UCE.IGl,AiA®LY EYOlF1! : ❑ ❑ ❑ F]Elmr—1 HOMES 1. S ND SIFOUNDATION S NSTA LED ON -SITE. BY ODERS AIS &ECT TO ALL STATE AND LOCAL CODES SOME ITEMS SHORN MAY BE ON -SITE. BY OTHERS. AND INSPEITEMS MAY SITE ITEMS YAY VARY, NOT COVERED BY THESE APPROVED PLANS & ROOF VENTLATIDN MAY BE ACCOIPACCOMPLISHEDTHROUGH THE USE OF EITHER VENTILATED EAVES OR ROOF - VENTS. EITHER ff THESE YE MAYIOS AR BE USED' SEPARATELY OR N COYSNATIGH. & ROOF OVERHANG (HAVE) SIRES MAY VARY. TYPICAL FRONT AND REAR EAVES ARE 13 1/2' AND SIDE EAVES 1a SOME ITEMS SHOW MAY BE OPTIONAL 14, SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. M THE F.A TU OTHERS 1S SOME ITEMS SHOW MAY FROM 1& THESE ELEVATIONS ARE TYPICAL ARCHITEC ORAL DF9CV5 AND MAY VARY fR011 THE ACTUAL ELEVATION ON THE FINAL SIRUCNRE TOES SUCH AS SDNG TYPE, EMIFF] - . ._ _171�.. UD 600 PACK,ARO COURT, ... Y.Y�.np._ _ ATIF+•A►4+ORr FL 695 a 4, & & • 7. WHEN NSTAUED. THE GARAGE FLOOR AND REOV BY OSIERS FOUNDATION AND ANY STEPS AND RATS AFE ON -SITE, BY DINERS AILS ARE LANDSCAPING TYPICAL ON -SHE. BY OTHERS AC AND IEAIOG UNITS, ARE INSTALLED ON -SHE. BY OTHERS AND WAY BE RELOCATED FROM SHOWN. ELEVATION IS -TYPICAL OLY. ON-STETORTIONS - G SUBJECT CHANGED BY THE M LOCAL APPROVAL NJURISDICTION CONTRACTOR,OF EXTERIOR MAYBE VARY FROM 10' TO B' NOMINAL MES 10. BATH EXHAUST T FANS SHALL BE VENTED O EX EI(iFR10R CP 71E BOLDING AND SHALL NOT EIDIAL6T NM THE ROOF CAVITY OR OTTER CONCEALED SPACE. 11. THIS BUONG MAY BE MIRRORED WTHOOT ANY RE -APPROVAL LF THESE PLANS (MAY BE TIPPED' - .. .SONMSIDEAND/oLENOMEND)." - -. __�. _.._.e__,_....-.----,�'SI&ECTM 12 FOUNDATION VENTILATION S ON-= ETY OTHERS.OTHERS., SIDIOE TYPE, SHUTTERS. DECORATIVE TENS. ETC- MAY VARY FROM THESE RE ON-9S SHORN. 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. 1& ENGINEERING FOR SITE TENS. BY OTHERS 19. ALL H1E115 RELATING M ACCESSIBILITY ON THE SITE ARE DESIGNED AND INSTALLED BY OTHERS (NOT JACDBSm) AND NSPECRON AND APPROVALBYTHE LOCAL 20. MAY MIRRORED WITHOUT RE -APPROVAL. OF PLANS 727-726-1138 WHEN FOUNDATION BANS NE DESIGNED BY OTHERS JACOBSEH HOMES AND ITS -am PARTY APPROVAL ACENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE L amo PLANS STALL NOT ICE HELD RESPONSIBLE OR LIABLE FOR THE FWNDATIW DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES SLRL-URAL COPO MM AND SYSTIM RELAYING THEREM THESE DETAILS AND PANS ARE CpFtOi1AL AND PROPRETARP MATFIBALS THE CONTENTS W THIS DRAWKG PADIAGGE MKTAN C O FID NDAL AND/OR PR VLECED ISORIMMON. ANY UNAUTHORIZED USE OWING. MSC^SIM OR OISPIBUUON OF THIS PADCAGE, OR ANY OF THE CONTENTS CDNTAFHD DOM IS SMMY PROHIBITED IOU MOBSER NOEa AND MAY BE OILAIFUL THESE MATEIMS ARE PROVIDED TO THE RECIPIENT FOR SPONFIC PU PO&9 OILY AND 'SHALL NOT BE SOAROUD. COPEA OR OT ER NSE WIRODU® AND/OR OSTRBUIED TO OTHERS FOR My PURPOSE WTHOUT D@RFSS WRITTEN AUTHORIZATION FROM AAOOBSH HOMES THIS DRAWNO PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PRO OM OF JAOOBSEN HOES ALL ROM RESERVED. CDP=W 1017 ARIA WMVEp FOR USIWG AGENCY Ak'N'ROVAL STANUPS: PpPROVfO $ 6-16-17 NO N aN¢, mruue (TIP ���GW Y.manv�. ♦Af>!>)1 a rs rm-zra M2�.H 2 O snml sne : 4 smear Rn:rn FIAZ AIWV4D - P5y —EW—me armA max. . CgRTER N' eTrNw�Y'u"`rvwtA°m CONPLES W/ 2314 FLORIDA RES. CODE, INCLUDING ALL 2016 SUPPLEMENTS ® 2 7 7DP L AIAI09AYAVE IDINAR, IN 4IM14 19412644745 K O 1 —114 DRAWN: C.NYPoCE CHECIODI M.T. DATE: 0/5/2017 WALE' 3/18' SHEET: 7 ®1IFF b VUEC: Evmm C DWS: 170 MPH MODEL: MOD 12W COPMR:NT C,�' 2D17 . AACOBSN RMML; SAFETY HANNOR, RMA. ALL RIGHTS RESM O). 7 S pLumblNe Nca5: 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. A TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME, UNLESS 07HERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL S THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). S. THE WATER HEATER T&P 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 -SHE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL EL ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE B. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL J r VENT TDRI RDO° (SEE PLAN FOR LOCATION NOT REWIRED ALL BANS) u Imo. 3,' VOW ]DffA pg SCALE: MS 1 I/r VDHT TMD ROW OR J ISTD AR ADDTT . VALVE (AAN) OR JI M W/ r VENT TB 1 t/! r EC. MET VENT VA T_r 5 . Tub 00" _ I og SCALE: NIS 10. 1 HERMAL RESISTANCE R PIPING OF R— TI1EN T�4 INCH NOMOR HOT WATER PIPE WITH A MINIMUM INTMAL DIAM R 2 PPNB FROM THE HOT WATER HEATER TO THE KITCHEN OURET' 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 4. PIPING FROM THE WATER HEATER TO A DISTM TION MANIFOLD. S PIPING ITN RUN LENGTHS RSEATFR TON THE MA=M ROM LDIGMH FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE R40&4.2 (PER THE FLORIDA ENERGY CONSERVATION CODE 2014) 11. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE CPVC OR COPPER. I WATER SUPPLY STUB UPS TO BE 1/2• to 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 I& WHEN PROVIDED,' ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' P (48.8-C). is. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE 17. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REWIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. 1 1/r VENT TORE ROOF OR J USED AR ADMITTANCE VALVE (AA) OR JOIN W/ r VENT SHOM r P8 SCALE: NIS 1 1/r VENT TROT ROOF OR USRD JAMR ADMITTANCE VALVE (AAV) TUB t t/t t t/r b Typ. 7°us onAm - 2 IN SCALE: NIS T19IItk1" VWLN: . . . 'DISTANCE OF FDOUE TRAP FROM VENT STE OF TRAP (NOES) SLOPE PCH S PER PDOI) DISTANCE FROM TRAP (FETE) 11/4• 1/P r-r t 1/r ,/P ow _ r ,/a r-0 r I/r Ir_w i 1/B• 1r-0• TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND TESTING IS REO'D 1 14 1J 1 A LICENSED PWYBPIG CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS . AFTER THE GUIDING IS INSTALLED ON -SITE (TEES APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSiFJI} �� �� • � �j ALL ON-91E CONNECTIONS ARE SUBJECT TO INSPECTION AND RENEW BY THE �� G . � • E 3 • � ••�O LOCAL JURISDICTION HAVING ANHOMIY. ONE ALL. ON -SITE Ib!lECTIGI6 HAVE �� : `, BEEN COYAIE'IFD, THE LICENSED PLDd1EUN0 CONTRACTOR SHALL PERFORM ALL � INSPEC710N5 ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P290S OF THE FLORIDAt:ooE1802 :* ® z a _ �gg r VENT TOOT ROOT 1 1/r NNT TORT ROOF OR LISTED I 11/r VENT TDD ROOF OR oZ J J AR ARYTFANGE VALVE (AAV) I V US ED M ARNBTANOE VALVE J UYN OR JOIN W/ r wR M L RADt:RYAV1 OpURI. IN 4R14 r lnq:°Pma UV. UV. WASHER NOW t t/C t t/t• r cv— •.r r Ec r IN A 3 TO. W. OM& 4 I o WASHM MAX P8 SCALE: NIS pg SCALE: PHIS 1 I/r VENT TOR! ROW OR USRD JAR AONRAHOE VALVE W W. sm t ,/r 11/r kg SCALE: Nis THESE DETAILS AND RAMS ARE Cq&TOfMIAL AND PROPRIETARY MATDIu3. THE COOMM OF 1105 DRANNC PAOfAOE CONTAIN ONFIDDIRAL AND/OR R418D:m IF MM MIN. ANY UNAUDIOROED USE COPVIHC, DISODSLIW_ OR DISTRIBUTION OF THIS PAOtAQE_ OR ANY OF THE CONTENT' OWAMm THtOM M SRICILr PNO®iFD BY JACOEW HOMES AND MAY DE tP AIM THESE KAlD4ALS ARE PROVIDED TO THE RECIPIENT FOR SPECFIC PURPOSES ONLY AND SHALL NOT ME SOANNOX COPED. OR OTDRWSE REPRODUCED AD/OR I ISTRIE VIED 70 OTHERS FOR ANY RIBOSE VATMOUT DWIESSI IWMEN ALIT OWATIOM FROM JACOBS N HOMES, TES ORAWNC PACKAGE AND ALL RS CONTENTS ARE THE EICIIlSVE PROPERTY OF JACOBSEN HOES ALL MOTS RESEINED. COPYRIGHT 2M7 AREA RESERVED FOR UMNIG AGENCY APPROVAL SRAMPS: w uac,e.o. D PpPROVfO �...,, �• 6-16-17 NO .'O DH i ROT ,axruaa• M001.901 •£ A• ,,,�,,,� am c >0 � YtP-T]'A M7mI a O R16tO1®a 1 I R ••RiLiLT lit•R {4L A,••0•D T4aam. r•s x aw rR1A RDy F,P Pq5 � Ilr AT° Oca Gtc m•Imo MOLRO} x � n x•Gr w•mr sn�.o n• tlom. • �4RTER S MOM rl �i N ooRE"" •wm COMPLIES W/ 1D14 FLORDA RES. CODE, INCLUDING ALL 2016 SLIPRDMER15 MAW": CMYRICE CHIC1103: M.T. DAZE: 6/5/2017 scm: SHEET: 16 WEC: Expmm C DWS: 170 MPH MODEL: MOD 1263 CtPTRIGHT � 2017 . JACYBSEN H1GE9 SAMY HAREIM FLORIDA. ALL RIMS IBgNWA k E WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET COL HOT POTABLE WATER SUPPLY SYSTEM NOTES: L WATER SUPPLY PIPING SHALL BE TYPE 'L COPPER, CPVC, CROSS LINKED POLY- ETHYLENE OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL CDDE(S)L 2. WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER UNES. Z THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAW TD THE EXTERIOR OF THE BUILDING (ON -SITE. BY OTHERS). 4. THE WATER HEATER T&P RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (CN-SITE, BY OTHERS). i THERMAL EXPANSION DEVICE, IF REWIRED BY WATER HEATH INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT70 LOCAL APPROVAL. IL ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE 7 A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER INLET 7D THE BULDNG (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) --AND SW1 SE 9JBECT TO IACAL'APPROVAL. i WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXIMOt - SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULA70L ALL WATER LIES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED VM MINIMUM R-U N9AA11011 (ON-91F BY OTHERS). 1" INLET I i TUB i SHOWER 82 1/2- x 1° i 24' X 1/2° 6' X 1/2° KITCH 1 Wl SINK i 1 38 1/2' x 3/4-1 fi 4° x 1 ; 3/41 X 1/2' 58 1/47 X 1/2° WASHER 10 3/4' x 3/4'-L—Av, / ICE KER 231/2'x1° i 7-- x3[4° 11234°xx34" 10' x 3/47-i------ -- ----- 124 3/4! X 1/2' }CROSSOVER 124" x 3/4° 28' x 3/4' 1 20° x 3/4' L LAVE 1 I I SHOWER I 741/2' x 3/47i 46 3/4 X 1/2' I 1 � °WC37,X1/2 25 1/8 x 3/4 TUB SHOWER X 1/2' KITCH SINK 64 1/2° X 1/27 33 3/4' X 1/2' Eu WASHER x 3/4 21 _1_/_2-x 3/41 17 1/2' x 3/411x3i241/2° x 3/4 --------14__________j 16' x 3/4° F :18' x 3/4' 34' x 3/4° '-20° x 3/47 ;_ SHOWER 70 1/2' X 1/2' 42 3/4° X 1/2' 60 1/8° X 1/2° 0. WATER SIPPLY STUB UPS TO BE 1/2' IM ALL SUPPLY'Qf0'SOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY 01FE M AND SHALL BE SUBJECT 70 LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WRH A NONABSORBENT MATMAL 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 IL WHEN PROVIDED; ALL Fu(IURES FOR SHORER(S)J 7U8(S), AND/OR TUB/SHOV.ER COMBINATIONS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE NTH A MAXIMUM OUTLET TEMPERATURE OF 12D' F (4BZ-C)L 1A ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 14. MaStIOR FAUCETS HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACLUM BREAKER, INSTALLED PER THE MANUFACTURES INSTRUCTIONS"-EXT.'FAUCEHS ARE INSTALLED ON -SITE: -BY Onom IL AL ON -SITE PLUMBING STALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR AL ON -SITE PLUMBING SHALL BE SUBJECT TO REWIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HA% JURISDICTION. SITE I1VS1F2ECTII3IV9 AND TESTING I5 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 LEGEND HIH1� 11111111� V LINE — — 3/4" LINE 1/2" LINE OJV VA: � y • 1� ��i_ w 1 _.•:ram C W Q 3 AREA RESERVED FOR USMIG ,AGENCY APPROVAL STAMPS: PpPROVep Ila 6-16-17 ? No M U) TAIm � e 7a 79 YO-24A MffiSH ��'y 04 NLO tDTAD 1 f. s°vey+*ovlA s4a lNOIDI �� P5y-�nwllmvm.sux''I�cax CgRTER Dmwwir"..•'i�i�sn"am.o° °c�'"'Ir`®a�°Llmm COXRXES W/ 2014 FLOmA R6 CODE INCUIDNG AL 2016 9PPlE1QA5 70D L MIU)"LAYAVA 11101AQ, IN "F4 H>741 2a4m4R DRAWN: CMYWCE CHIECOD' Y.T. DATE: a/S/2D17 SINE: 3/16' - P-0' SHEET: -9 - OF 16 WECa El _ C DWS: 170 LPN MODEL: MOD I2W B� A $i I THESE DETAILS AM PLANS AM N1fDIXRAL AM PROMETMY MATLGIIALS THE CQNOM OF TIM DRASIM PAOXAGE CONTAIN CO/DENTIAL. AM/Olt PWAM FIDIOIATIOI ANY WAUM MEDD LRG CWWA ASC.W M OR WMIO MON Of 7N9 PAM= QL ANY OF RQ WAO11S 4CNTM® T` 1 R SIRICRY FRQ®10) QY JA00591 HOM ND MAY W O8A'MUL TIM YM00NS ME PROVIDED TO TIE REts£R FOR SPECOC PUMOSE3 ONLY AM 91ALL NOT LE SCM4036 COPED, OR OTHEIMM LRP MOOD ALO/Ot D6U®ChD 70 OTHIM POLL ANY NRPOS KRW11T orRS wm7m NLMQaQA710N FROM JACWSEN HDILS TIE maw PAOGfB AID ALL RS CWO7NT3 An TIE I7ICDSNE PROPOm OF JACOB9N HOES ALL ROM RE4AVTS COPWIG T =7 COPVWHT �D 2017 . JMCOMN HOES SUETY HARBOR FLORIDA. ALL RIGHTS RESERVED. sF4LY OMOO �1FA SVRT.T PUCE aweTa 12A SIPPLT No2sm ffi M. LA. OEAE11�NISFR OUCf ,OR DIowa- RETURN All RE N �WAYBEINSTALLED THROWN TIE WALL N IEEE OF THE OTlNO AS SOIWL IRRON O]NC REGISTER MEC"AMM NOTES: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE. D(CEPT WHERE OTHERWISE SPECIFIED ON THE PLANS 4Cl2 INTERIOR DOORS SHALL BE UNDERCUT 1' ABOVE THE FINISHED FLOOR FOR m RETURN AIR ANDIO AS �EC.NFT -A tY.NOIID ON PLANS. 1 RESIDENTIAL APPLICATIONS. RESTROOM VENT FANS SHALL PROVIDE 50 CFM INOAUM OF VENIILATOL 4. COMMERCIAL APPLICATIONS: RESIROOM VENT FANS SHALL PROVIDE 75 CFM YOOM 11 OF VENTILATION. a BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OFTHE BUILDING. 11101140a HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE(S) PROVIDING 20 CFM FOR EACH OCCUPANT R 50 CFM FOR EACH WATER CLOSET AND/OR URINAL. WHICHEVER IS GREATER. THIS IS REWRED M BE INSTALLED R-SITE, BY OTHERS �7. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC UM EQUIPMENT (UNIT). THIS REWD RECEPTACLE IS REQUIRED TO BE INSTALLED ON -SITE BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRE) BY THE NEC OR OTHER APPLICABLE CODER ON -SITE BY AN CERTIFIED ELECTRICAL CONTRACTOR. MKIRAMM MI MS: (Cob I MU50): a ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA n WITH INSULATION. SHALL HAVE A MINIMUM R-VALUE OF R-&0. �RA ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR um OF THE BUILDING. SHALL HAVE A MINIMUM R-VALUE (IF R-ILO R AS ALLOWED BY TIE FL ENERGY CODE 41106 ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LIM LICENSED HVAC CONTRACTOR. iRtt. ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FM ON -SITE, BY OTHERS Z412 SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR COMPLETED ACROSS THE MATING LINE AREA(S) OF THE BUILDING, IT IS THE uTm , — rc ., ......., n .,, ,.._ .� - WORK 15 COMPLETE BEFORE THE BUILDING IS CLOSED -UP AND THI CANNOT EASILY BE COMPLETED. 11 OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/ FMC. I* OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. PREP 6TOEM : 271/4 + 3012'X1212'S.G. �f SLLHGT. I 2412'X601 II + —J L — — — I II mil jO 10X6 Lv� I i 12X6 10X6 II 5 8X4— II CID H — 5 6 W 6 w � 16 (41/2f) t13 33UX 6�1 8 16 EGRESS 8 1 8 6 6 5 o �I 1 �0 10X6 10X6 011 x I 8X4 � h �II 6 6' II I 241/2' X 601/4' SG. 241/2' X 601/4' S 1 2' X 401/4' SG. 301/2' X 6D 1/4' 301/2' X 60 1/4' OBS 14" RISER • • A MANUAL J AND A MANUAL 5 FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED • ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE, BY OTHERS) y p C Y®I 5RLE0 FUEL BURNING FlRELAC INFl 5TALIER. REPLAICE SHALL COMPLY WFfN UL-127 • • • ANY REQUIRED TESTING (BLOWER DOOR PT��\ WHFJV AND/OR DUCT TIGHTNESS) SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE (ON -SITE, BY OTHERS). MOANUM UMo EQUIP~ SECS: ALL CM. MATE ZONES: 1. REFER OUSE T FL(HTAT 6 RECUBFB MI E IN ONS I. :r 2 REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS IN ALL 1® CASES THE MNMUM EWWRT7T SPECIFIED SHALL BE IWALIFD. jjf1 FAIWRE TO INSTALL HEATING ORCOOLING EQUIPMENT THAT PRODUCES m 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 DUCT SYSTEM. A MANUAL-J FORM IS REQUIRED TO E COMPLETED BY A LICENSED 4 HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO NM THAT THE AC/HEATNG EQUIPMENT IS PROPERLY SIZED (7HOS IS E;�{(EEQ, 4. RO MOSS -OVER CONNECTIONS (HVAC). TFRESH NR NTAAKE. N ANY REQUIRED ' GLOWER DOOR TEST SHALL BE COMPLETED R-SITE BY QUALIFIED PERSONNEL r r WMLaSalleBristol anufacturEng Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C I N J�R GREEN 12X6 x x THESE ETALS AND PANS ARE WGLpOAL AND PROPRIETARY NATURALS TIE CONTENTS OF TB CRAWNC PAOULCE CONTAIN CONFIDENTIAL AND/OR MKECED WORYATAN. ANY MMMIGR® USE COPTNC. MI^aAM OR D57MU110H or TB PAO:AffF. OR ANY O' TIE CONTENTS CONTAINED M ML IS STMCTLY PPOBIED BY AfAflSEN NOEL. AND MAY RE LM AIFII. TIM MATERIALS ARE PROVIDED TO TIE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SNALL NOT E SCANNED. COPED. OR OTERNSE REPROOUOD AN GM DISTRIBUTED TO OTHERS FOR ANY PURPOSE UTHOUT OO#SS W ITEN AVIIIOIRATION FROM AOOBSEN NOES TIT) ORA1110 PACKAGE AND ALL ITS CONTENTS ARE TIE EXGUJISM PROPERTY O' ACOBSEN HOES. ALL BOGS RESERVED. COMMIT m AREA RESERVED FOR IJSIMG AGENCY APPROVAL STAMPS: PpPROVfO tee. C mom 0 6-16-17 ti • NO � N mlar •'mn� at®1 •� :- o Pw r.0 e CAPLES M/ 2014 FIORDA RES. CODE, INCLUDING ALL 2016 SUPPLEMENTS 63602 AT T A• R >I •���'�`` ff!l11/11 $ Z 7P• C FEANANAYAYM EM UW,w 4 % W4H ]• w -114 DRAINW: C.MYRICE CiEB®i M.T. DATE: 6/5/2017 SCALE: 3/IBC - t'-7 SHEET: 1® ®F 16 WEQ EVowr• C WAFS: 170 MPH MODEL: MOD t285 CWM GW g) 2017 . JACOBSEN NMOM SAFETY HARM FLORIDA. ALL RIGHTS RESIM01 MkWI 3! SUM IW'VM UU %=M AWO S3LON N3s9m • LRE a IRMI oa L= M• MWW MMMM SUM rn M3WH N3 MVP d0 ALISONd 3MMX3 3LL MN MKIIN00 Su rn C NV MVXWd ONNN O SHL MMH N6BDW nM WRYMOM MUM SMUM 1=UVA 3WMW ANV HU MORIC at MIAMI= WIOW CWnW8M 3SNV31lo W •UM •Q WNWI 39 ION TM 00 AW S omw Mom HOJ INIM3N 31L OL Mmoad 3HY MRGIVA 3OU YlllYM 38 AYR ON MRON N35 W AS Q31JWVW AUWA 9 -MM 0 01= MNiUM 3NL 3 ARV m -"ADVd SK AD HO nM= MD 3MLWD50 UM.dDO) W OWNDNMIM ANY WMVPWM °373M@N !DART WMN3M&W WRIM 3VLOYd 0WVW S•M A SLNa/00 3 a TNRaLYR AaV13Rld7Nd W WUN3M300 3W SWW — 57VL3 3S3NI 3 =I WII =•(INIOW. HdN Ott :Q a WT-63 �31V1 91 A® It. :laauc a-.l - .9vt LN)[/S/S 13LVQ 1N =N7�173H7 30WAH7 =NMY)Ial nm�9s b61 rIWY N'aV!!>O MYATESIU tl 7 OIL • p1 Y cl sLN3R90dda9 910E IN ONIORDN 'AM I M V@D'13 VWL /A S31d O +mou rr mam•mlar•r rwwxuum wra.-. _..._. _.. ¢( 21312/bJ., _-, __ x 4V+amr mm•o m roar A•r rrY •waY d m�iaY�•r°ana�cwxuA�i aa• r 1 a®iva npyy d.�yd m AM z ISM ~ Amc ® U) C L 1-91-9 m -F;jjr- amour Z M •4 t� :5 W "•IVACIW4V ADMOV ONIIS11 16J CRAA113Si8 VUV S•rN :NnW 11A SIA ONVIMS 6 (unwisN AWLOV.4 SLSW at smaci 7i TNOrtan AM 3W s7Y13 im10 ms -Haw MORESI30WY 3M JD Q31 N. Wn 9AVH AMVd" 3WM LNmAM M MM TWIA SWIM mm 335( )) sisorY am (t) Sai C998 - 2"s=-Na01 Sal COIL - C7SCO-2IION OIL %mmm m and (emm aD (V) 7�0�N Ar3ffnoa at fta - a30MN WAON&W LOLWDNd v� SUW-WOW W 97SCO-efM N MdM O 's•rN =0913s Ito IA o 0N30 rWNl-AW (S)3?n DNLVII CL03H 1 �''s�i'i^1�NaJ'1IyNe�s WET IA 71YA W36 DIVA LN3Y1•W Mt 01 C30V1LY 9 3W H1DN31 l-1- n N O aA• ko l m%N mnm 38 3m (SS3NXJNl) HLOY1 11YA 1N3YPW 3LL TIVA 3M ONLLY11 m TNAIllFs S msmr 1 W pVs3ai W..0 1709 MOFDNY/ODtl 03DV3liL .l - C'LSCS-UfN71 1lOB ND=ONII/¢OM QlOV3NL .4/L - i7505i1g1 , •s•rN I� KL� 1"o NOUNS 4 (S)W=3NN00 (S)3N17 DNLLVH ( WWW 77VU KIM AS W MSVI 3W MM 3131Q 1L Vl3t M VL ON AS lm= All 03 MN1 MWA Wn 10 V3WIL n 39 AYR S7MKM 03QV36 WV30 - OBCV36 GM 0= W VdY .VC W (SY9 3W 31NI 31L N MWA 7N 70 VAVl)MM 3 AVR GNM nn 11 ... UlW OWGIM 7M).3)9Y1 SKI N SLL3 M ZZ000 SS30'Vt 19 MSSM *WM dW NOLYNLMM RG WYJ MM VI WI -IS! MW KWA SMA V IMCM 3W SM 7/L 0nW 7N 9 t2W W0 7M NOW D MVMS at 531ddr) WL03N OIWVdL WRM 3LL NM S31 a1 W 7H03 9 WISK YJ IN HM3 MN13 NMV 3M by Om Sy VIOVdS S1L o30I3 AVH SM3a15YJ 1NWYd5 3YNAY Nr L13x W W 3911YI6 3Na M N GIM OHMS ==A % IMU HIGI a 7M OHMS H730R VV .0 MY UW S31M W36 RM Q C3S VIA SI3a191J M 7N - SWMSYJ MQVM V WIENI SI736 NOUILM S HISISY! W l WWl NOIOP➢M Q 08M 34L N O AM SY W WE 31D 013 0 V NO CHMM3 W MKV35 OSLQSYJ WA (» 0 W No 94 GM .PVL UM Q3MILSPJ6 39 AVR SW WV ND SINK OLIO V (S9M MW at 7M W %WU of 7NI 9NA M TNI) Im== AM ZWV =MWW N at 03M MI LON 9 7M IO MIRWIS 1 R70 SM3(M.NA 03LCM 11ROM 9 3D IDN C 7VHW 77.9I 9 &WdS CW 7M i WORM 7M AD Wil IV ON SRVW/SOIB So TN IV SM a313m MUM WMM UD S o701SYJ MMV35 HNC S)MW3S 1 I-IMM ICM OWN 7NR 7V N IOTI REDS ObL0N 7./I mo 1301 IS -NH 77V N s In sm 7m Mro S35 OLI OHMS J13 vml 7M V V N CID1 ARDS mi/I ow 7NII VV N C N CLPI mm ISl9 ME OLL MMYAS !H IOVIII 7N11 Va N W—n mm J/1 mmil 7M1 7V N C N 9L7 3WLs» m SM 0LI M6V36 JM DL09 7IY11 UD N OGR 7NN j/L MISIV Tm UV InC is9L7 31NIS *W)91 SM OLL o3MV36 !N 997w 7H17V N cm WN .Vi PRro 12m 36 - 7Ml 7V N L MGM mm 6ro AW 30S 310 CONIMS !Y ML 7NR mm 7L IOPL 711N j/1 0{•0MV 'WN 7M OV IN M cm Im mm A710 33 20 MUM!1d OF= 7NH UD N A7T .Vl mmty 7a V V N f N 9/9'1 Tm Ism MW 30S 310 a9MV3 S im SLIM 7M 7V 19 I%V mm J/L v ltro 7M VV 748 N an mm ICro A70 33S 3NO UKV36 iN Irm vm V9 N Im mm i/L mom 130136 - 7M 9V N L N 9L7 I TN1S » N rm 33S 3 o a3aV316 !N 509DS un VV N MT WN AA muo WN WD N C N IL7 I 31KIS » it AND 3CO 3w a9QY36 !d on& MR '0V ?a ="* WN r/I C;Oro 7VR V V N f N 9L7 Was 10" AIM 335 3ND aMW Stl fWK Tm 7o N an mm .VI val'o 7tH1 V V N 9 N CL7 SUM No 1l XM 35 3ND =V36 sm *cm =R VV N 9R9•L WN Wl varo L lM 3£ - 7M VV N L N on 31HIS» Sl AW 30 30 aiaV35 iN WOIS 7N11 VV N CLLt WN j/1 O{•OIV WN VV N C N SL7 mAnNo CI AI ND 3W 3ND CBMY36 JH wo 7M 7n N m99 WHO MmIV 7HI V V N f N GLI TMs » a AIM 305 3ND a#QV3 S rw Rrm WN 7V N RU WN VI P.Itro 7M UV 7• D N 9L7 31HLS» Ct rM 3DS 3ND mQV3H5 JH "a wn VV m L9t mm .VL P.LCLV 13M 33: - 7M 7V N L N CL7 31r15 No 0 AW 3CO 310 DQV36 !N lint/ 7NH VV N 011't mm.Vl C%MLV 1M1 7tD M t N SL1 3WLS» 91 AW 33S 3N0 a3MV315 sw w13 7M VV Nun mm.VI mmty 7M VV Nf NSL7 3WI5»91 A103CO 30 MKIM JN WHL To 70 N a" WN Wt wov 7RIN 70 7• • N CL7 3WlB» 0 AM 3aS 3ND ®QV35 Im uml BMW& MUM I131355YJ (0 310N - AIM MOO OIOYdS RORYR k3Q WYJ 00036 (I" Rmalm INaLSY! OAQV36 3aL )aN3LSY! ONIQV316 OMMS CAVll ®1/VdV (JIa 3m ..IN36 NOEL wmm ODti10 0l 7M 9'1001! W 7M'IM of 71VN SNOUVOL4034S N9ISM TIVMWMS b98Wn7 ddS FILM CMGIS30 's'rN ThOs L L41 Iwo NOUNS Tm/ NOON - (S)wuommo (S).7N7 aNLLVH � Nw �lilil n�0m1I!• f il�•M mm�01 tiv rrxv 3r mla lo.'oreYm ao neamzn eravH � QNm �OI�m � NiK� >.rmVa+nMrmtOta ells roams rwm I I 1n cord m �� r•aa lY mtcrufa•YLo am Ya®sn arN w �mm I I m1 iJm O� j A OOIr.OKvm 7aa a a I I m Wm W� ma[C610w O �0Y ■ Vm d TQer>M CNI I 11rT'a AYlptl NOLYN n0 /•Oats 1M1 Y 1!J >D�mTIIRi AL 11Q OL0[aM mwNIaLL 1i r11D 1R314ra1O 41 it •wm3lwwN LY I enm M�7� am7a>tf®Ia+crHma Diu•r• i» muh Irw {7.1 OMrPD iAA tazw{m m Irm1 • m yet a r m o Lr tmmr a 1w0 wm taotu ItRH 3ra u 1m• 1>m ive w c 7w 1 � •rr SRwarm m Y 7ro mrNLa 7lrllmsw•® am'fsmoOB 1•N m I1 fmrw LllcO JW[Nw /S �IxaV=omxN� I I a 3Y•wORlm ��°r vY 7trvuw �I/A Yw txas w••rY llw wcrw �0° � r•ramtrlNu•muufnv a aQ fir' m/a an w°�utm v�o� / \ wtu�•n� taa aS runaawuR Nr3 wR r• 110i1m Oi�m Garr Ll• /m rr1 �stxi lbfrmm^ COOT mil wjftftw1 IYwjL 1L I'M :H%0S o•,I a L4/I :mv= „ol,I =.#/I =31M 1 o NOUNS � "1�tI 0 NOUNS (SY°QDE .M alsmi-NON M a= ADIO (SNDIL'13 tl0Y AI -ION 10 4031 EON) UNOIL'f75 JOOY m0N1-NON ND QA311010 Tam ssm mm '01 7Y13 ssm amm ALL and arlaraH a awrm w~t W= SSIRM ®M 'dU vle a a tor3 roa ®i ■ •I�e Irw=a a wwv ra, twnoio •rrau s•NmN•Nr11mn 71Ro-1►aw m nOI Lrua 1n a 7tl90 LorOatr t:nw d m d1 AY AY10 R 1nO1 7'im� OOaO icmt ®• W a LNaV as m•0 a .a � m■ aw rnmw m mar A: • trts `•QYOIgI 0 rON Im•`vN N 1D0 • JI/A Irw wa m m aso•n wav ravel rm yL a"Am arAm - rNrw x m wm m.wa• 9 aol0 a aac -]%WUI.IdU 3MV 5M315A5 SignuL m9NIH •3wljo 11LL5 3H1 NU came. 51U1 51 M315A5 55fRLL 1339NIH V N3HM A7ddV A7NU E H917UHH1 I MIV13U 'S'1'N :Fnos woo omm®st (s)NDIL*mm (s)301 DNWII taxi i0 �mi �oN�a a m lc me ®I�wau�t OOI�Yw Oo��wR �,R orn u LYo a�wm1 'S x �•c°1 or"a a�i m Os Now irY 1S/0•v mm1 am c) R N3r1 ImM ®° m Lw-rR awm lwom o=O a Ml lcahaiNOlatlbs �Ia NN bfM r•1 (0 /•arYm lal'IrNOLmI1Y R alx OI /pV lit/L 11{irt<i111 m O .AM11YY0QI9mr .*•Ww••W 0m" 1arYa 11 (A1MD•mNw no auto RfO •a•a arw��r3mlx ro•rsrmsArmmwraAwO a 1x o• r3w1a atx a m a tlwmu irH m J• N0R rmNAw• r 1Ha• Oewm i/N 1>m iI•/c Aw •mmlow m•n a LO 711000 •••>met rtm•m atlfa D• J m I0m1 is raw x a =dilmn� mm xmn 3w 53nomm masd aw 3m 1VHL 3mnb3iVmmN amNS Na1JYNLIWD 3HL " IiN3klrffM 3W/aw S3(= WM03:1 W/aw •3LY1S '3V= L3NLO SD/aw VHSO AS aUVGtNNR 30 AYH 1VHL S3WO33 M W =nDd SHVW0Hd WALLYILDM AL3JVS 71V Md 379SHOcIM 3a at a31Nm1 SI 3YMLVNLNW DNQIina a JIIW0 V 'C3NNNLL A7MYnaMW/AISUDIld aw munVW 39 'ME SRP 3HL W 'MNNDSM3d IW LVHL iw.LHDdH1 Awk SI 11 'SNOL ivam 5 Ream w0 S3wILanNLS/Samnne w'vmm 'R ou vI l 1N3Rd=3 W/aw S U HUM 3H1 MVH ION Oa W MMVn0 101 3wIW LJ1 NOLLV70Y sm dH3LLv muN 3NILLDONLS/ONmna 3NL aL 30VIIV0 31:N31)C3 NI ITOM C{I000 NOILVIMPA N3doNdH1 MNNOSM3d aL N3Dwa 3NL OL NDUJWV N 1MV3a W AHnPNl SnORC3s N ITIM MWO S3nbfffO L W 53KKDDMW SUM" `0Ng71I19/3aalanNLS wlnOOR V TVLSN M Id UV a)IWHS J NNOOSHM C3unYnO A7W swsmuvo ATiraii 3 3s NYo oNWllna/3anl ms aY)nmH Y oNfl7V15N rr/RRL141m -PLO- OR PLAN SHWW1EVAWAIUON: 'RAN HIRAM MC+-2II6 (Mtn-") ALLOWABLE STRESS DBOk INTERIOR ZDKEI 30.3 PSF (AM - L&T • DO we Pf SMM (Aw-" DID ZD1E: 5&2a PS OMM UM SPEM 170 MPH - MUM(UOmr) TOTAL DISPOSED SDENALL/EAVE AREA 109 NOES / 120 L053 FEET MAN. MEAN ROOF HEOT OGG2 35 FEET S DMALL 7RM (TOTAL ENWSED / 2.* 54.5 NOES / 120 - 4.542 FEET EXPOSURE: C ROOF FTW FIN SELECTED TiUS 4Ye / 12 VIND RIPMANGE FACM I - 1A ROOF ANGE WIN S3DC® TRU34 19.951' IDEGEEs) Rhk Cd p rp I S A�� ALL CAIC'S CONTAINED NTFWI TES PAOTAGE ARE BASED ON THE MAX ALLOWABLE DESIGN ROOF ANTIE, SPEWED ABOVE. N �ts .° t m m®o�i I . m tofaam u �utam USE THE DESW OF Vmd - 150 MPH. DO10SURE C, MRM - 15 FEET N THE OONSTRUCIDN MANUAL FOR THE DESCH of ao tR..MTu.wW.s Nwonn.cS yn®Nrorm•w rrw VAL - 1701PH, D61051URE C. MPH - 35 FEET. SEMWALL LAN. SEJUWALL IDL SEARWALL ANiD4 ADIV;w Alw WN x A1046T Arp O.wm v K FUOw NAAw 4lrt HEIGHT(R) LENGTH LENGTH iRNIwDwWOi[R WwifRx RIpAY OO w/tt CO>mO•w rO■ar.■z - LfDRN ALLOWABLE SEARWALL LDIOTH: 100 / 35 - 30057 NOES / 12.0 - 2571 FEET v x tnwW..cm mcww m•w®s Lws �As smn WALL 1s - - - - a/N AROImMmwGTw - ATE awar WALL 2, - - - - a/rARattmtuTmwTw - wlxoxr . - rA1tD./ w Rx mnc - v4 R ImN .a r Dn rm d r 9A...WAU- to a.nRN . a a 00 MALL SECIIOIt 31.75 INCHES TOTAL. TRIBUTARY SPANK 3.9e FEET mL LLn t4V R Pa.u■ run tTloo 'FALL SECINIC 5275 NOES TOTAL 7TBITARY SPAHI 1099 FEET tPpO •.W m Ar106A1 rA¢ED® MALL sECTIOe D.75 NOES WALL SECtwrN 5275 NOaS WALL SECTION; 0 INCHES END ZONE NANO: 39a FEET nLL W FIDOIrtANmw: 1/L' W . LI! nG YAr. wAON WALL SECTION 0 NOES FND ZOE OSTAHM a" FEET W A NOWLUIITOW L t? W5 94ar SIC ROL wAUO WALL SKIM 0 INCHES NIEAIOR ME DSTMCE 0 FEET A! wwA • wait m.Ai - m® WALL SEOIM 0 NOES NTEL= ZOE DISTANCE 292 FEET SECTION: L wwr.l.0 m YAi -.TA® WALL SECTIO0 NOES (FEET) WALL SECTION 0 NOES IFEE'O WALL SECTION: 0 NOES (FEET) 5XIALL tom 0'sF) WALL SECTO; 0 NOES S DEWAU. TIM (PM TOTAL LENGTH OF WALL: a35 NOES DISTANCE OR ROOF HT. . DIP - LOAD N POUNDSI TOTAL LENGTH OF WALL• IOU NOESDISTANCE ■ OR ROOF HT. ■ DISTANWO - LOAD N POUNDS ovDED t - / 120w NOES WALL END DOE 935 LOAM 39a t &W . 3&w - RPONNDS Oy= BY. / 72 )OD NOES WALL END W E LAMS am . 4.542 ! 55.20 7D2454 PONDS TOTAL TENCH OF MALL• L29 FEET WALL NHTaOR ZOE W542 ADS 0 • 43t5 - 0 POUNDS TOTAL LENGTH OF WALL- 9 FELT WALL INTERIOR WE LEADS 2.02 ■ 4.542 ■ 3&e - 4UM POUNDS ROOF END ZONE LEADS &W ■ 430E • 14A 24&01 POUNDS ROOF DD WE LOAD! am 4.SD7 ■ 14a - 507M POUNDS ROOF INTERIM 20E LOADS 0 43ND . w - a PONDS pA rAo_ntmNA.mHw m/.r.D ROOF NESOt TOE LOADS: 292 4.30E 1 10 - 12189 PONDS il§ t rAa.An.mNm W0v0.Nat■q • TOTAL LOAD FOR SEMIAIL• - 1242.4 POURS P •TOTAL LOAD FOR sHEARWw - 3t4&SS POUNDS i19 tN..rLNaAtnTrNwt.Aovalrwr Rpg tom. ...ra.w. ..a• �wm.Nr..•n_ .. TOTAL LENGTH OF SHEMDALL: / &M EM Sly rw aas ti tmRA.-.l-ar TOTAL LENGTH OF SIFARWALL: / &79 FEET �ye o ur...mr.r tNr.. . .00a.Wnar.w.:.R.r •..Ar.� R9W STAR VALUE W'tTk - 2747E f77 - .r. Wr.r Ern. • NmA.o.9.waa.v..tNtr DESW OEM VALUE WO - 357.57 P F nruWmwv.a.r. . .00�i nm.as..■m o .r..wr.tF o.N. ■ .oa. vorrrwa.0 ■aaNN L F LONE: • 0 MT Le SENryN1107W1i . 9 FEET It9 fill m .r.Dm.•.rm.. . .tt>rAtn.ra.v v.t■. 3y u.a•Wmwooe. . _ OOOwm..w iomlm.n OVEaILaWD POINT tO4D - 013 POURS I •w1YWmwv.sO.. • INrmm.aw N.Or40t•0 OVERTURNING PONT WAD - S2IPOUNDS - WALL3s - - 'runes/uwNm�Ne-u NoriN:3�iAxDa WAL 4: - - - - a %nml�a-wile+ar•3�i1� 0 WALL SECTION; 110 NOES TOTAL TRIBUTARY SPANt i&OS FEET WALL SEVOO , 54.25 NOES TOTAL MMARY SPA; :2-34 FEET WALL SECTION; 0INCES WALL S:CTION: 0NGESWALL S CIIOH: 0 NOES Do ZOE DISTANCE. O FIEF � . ar WALL SFDllON O NOES ETD ZOE OSTANOO D FEET WWALL S;nOO 0 NOES WERIOR ZOE DWANM 16.Oe FEET a t Aw • La? eti YAL - wACOm WALL S CROt 0 NOES NTBLOR ZONE OSTANCD 234 FEET O L nw.lar r.NL - LOni>m WALL SECTION 0 NOES (FEET) WALL SECTION; 0 w WAIL• 5423 NNOES WIEEI) WALL SECTION: 0 INCHES C (FELT) SDETALL THIS.0'Si WALL SECIION D DINES (FEET) SIDEWALL Lim (PW) TOLL LENGTH OF WALL: 110 NOES DISTANCE OR ROOF IT. . DAP - LEAD INND POUNDS TOTAL LENGTH NOES INSTANCE ■ OR ROOF HT. OW - LEAD N POUNDS pvmED Ba: / 17.000 NOES WALL DID ZONE LOADS 0 45ND 42 . 510 . 0 POUNDS I DIVIDED Ott / 12000 INCHES WALL END TOE LOADS: IT 2a URS ■ 4 S42 550 PO TOTAL LENGTH OF MALL: R77 FEET MALL INTERIOR 201E LEADS 1&Oe 4.512 . 3&6 75mS{ POUNDS TOTAL. LENGTH W wAU- 452 FEET WALL INTERIOR TOE LOADS: 1834 45Q a MIS 20LIM PONDS ROOF END ZOE LOADS! 0 4.30E . 14A 0 POUNDS ROOF DIDZDE LOAD% 0 1 4307 . 14.0 - 0 POUNDS gd NwLLrr.Nwnrm® ROOF NTE TOR ZOE LOADS, I. 4.30E . 10 eM71 POUR..�r..•.snrmS pd w- ROW ZONE LOADS 1234 4.30E 10 - ..e5 PONDS ip§ tNA...uWamat r.OrvO.a.tWO e TOTAL LOAD FOR 94FAMALL - 33MM PONDS 9! PrmOF N• TOTAL LOAD FOR SEARWALU 259416 PONDS A®.p9 n.Rrrn. ..w wo• tit.m.Y.W.W.■-■•r TOTAL LENGTH OF SEARWALL: / 9.17 FEET A94 r.ac- • T.n. aannwO.L tt®an..o.a-ttr TOTAL LENGTH OF SIEARWALL• / 4a2 FEET OLVW SEAR VALUE (&Sllk - 3NI1LR IV € ..■IAt. ■.w. ; .mA.rNc ....ra.-.Wr DF9W SHEAR VALUE DTSTTk - 5739a P F I .uor. - . Ara wnsem wc.a� 9WRWAIL MOIL: - OFFER !p: nwaWmrem.- a .m�iwe>Dm u.oa.Nowa 9FiVlWALL 1ELOLD = 9iFEf _�y u aunLWmurm.. . - OPOn-.WN.m.I,Pwp OVERTURNING PANT LOAD: 3320 POURS -Sa ' auu_mwv.orar •_ P.rnm.as....nsw0 - - - - rnIBRnma+9 PONT IDAD SIN PONDS aUr M a =IM W WANw - SIT tx On WALL 6s am a. a w.A,m IND- - Ow ww rr WALL SO760N! 11&75 NOES TOTAL TRBLfTARr SPANK 329 FEET •� N N 0. fDANE -1.N r AWN • • R Y IA11 9a11Ot O NOES TOTAL TRIBUTARY SPAN:O FELT WALL SMIM 0 NOES rr[ m oa AT vr,L RNy om WALL SECTION 0 NOES WALL S CTICIt 0 INCHES Be ZOE D6TANOM 329 FEET N n1s ..! 1/r W .r on YAc wlDn WALL SECTION 0 NOES E D ZOE CISTAHCL' 0 FEET TIONINCHESw.Ln .®.ato ttWAl.w - Cs a av WALL SEC0 NOES NTMOR ZOE DISTANCE: 0 FEET WALL SECTON: 0 N® N OT INTERIOR ZONE OSTANM 0 FEET WALL SECTION: D NOES (FiEh WALL SECTION 0 NOES WALL SECTOl: D NOES (PELT) 51DEVW1 lim O"S) WALL S.C1101N 0 NOES TOTAL LENGTH CF WALL-11&75 NOES DISTANCE • OR ROOF HT. . DWP . LAM N PONDS TOTAL. LENNGTH OF OVOFD_f112 / f2OD.IT56 WALLEND-ZOE-LWOS 320-�-4A42 O171ED BY! / Ilow N06 4.542 L S&25 - 0 POUNDS TOTAL LENGTH OF WALL• &05 FEET WALL INTERIOR ZOE I=& 0 6542 355 . 0 POUNDS I TOTAL. LFNCH OF WALL: 0 FEET ■ 4.542 . MIS - D PONDS ROOF ETD ZOE LOAM 3.29 43OT . 14.6 . ?0609 PONDS PGUNDSI gd .r...0 ransn.mm Row NTEOM 2QE Lam 0 43W . 10 0PONDS ga xanw®orm.anKmM LD�ADS! o , � 10 - oP. i@@ ..r.NuttsNarT.ssHr.oaaOtaw...p TOTAL.IDAD FW 9EARWAl1: t0731e PONDS il§ tsaLmttr u • TOTAL. LOAD FOR SEMWALL: 0 POURS TOTAL LENGTH OF SEARWALL. / 9A5 FEET TOTAL LDDTx w 9EARNALL/ 0 TIT Nye sar..mr.sY..Ar. : ..0atmm•.nwa rN....tww DEMO SHEAR VALUE Oft - 107.1E PIFi�Si u ..r.o.No•WWmmwwvw..a.marrl... • - pmmmuA®TtNwNL.vrNe ...r.r pE OSWH SEEAVAUEWYO PUF BLiARIAIL HELM aFEEOFA01WL IDORO FWT -0- Ow w.w 4ta.r9 OVE71TUHI1O POINT LOAN . 9"PURRS ESy aO.0 numr m • OVERTURNING REM LOAD - 0MOM WALL 7s - - a/r ArA a sD AOD w.w - Ks ww OtT o Wes, 6t WALL SECTION: 0 NOES TOTAL TEIITARY SPAN: a FEET I WALL SEMM 0 PGES TOTAL TRIBUTARY SCAN 0 FEET WALL SECTION: 0 NOES WALL SD m 0 NOES WALL SECTION: 0 NOES END ZOE D6TAHM 0 FEET n T® Y>D waA1.w - B Ix 0v WAIL SECTION! 0 NOTES TEND ZOE OSTAHM D FEET NLL n >m Mlm WWAfw - m a W WILL SD°TOt D NOES INTERIOR ZOE OISTAN2 0 FEET WALL SECTION D N06 NTEagR ZOE DISTANT. D FW WALL SECTOR: 0 NOES WNL S.OTOt o NOES WALL SECTION: 0 NOES WALL TOTAL LENGTH OF WALL: 0 INCHES . DIIP . LOAD N POUNDS - TOTAL LENGTH OFF WAA'. 0 NOES • I� - WAD N PONDS DIVIDED BD / t2000 NOES w 4--Q • as" - 0 PONDS OVDFD B - / 12AM NOES 4542 . ISM - 0 PONDS TOTAL. LENGTH CF WALL: 0 Ft3T • 4542 . 305 - 0 PONDS I TOTAL tEH69H OF WAIL• 0 FEET ■ 4342 . 35.5 - 0 POUNDS LOADS 0 . 4.30E . 14a - 0 PONDS (DApg 0 4-W7 i 14LO - 0 POURS gA nawLwsnwntm® LE1A03 0 43G7 . 10 - 0 PODS d nt9 rr NwrN vm aww WEELOADS 0 4.]07 10 - O HawOS il§ ww.a.o mTe<s •TOTAL LEAD FOR 9EARIIALL. - a POURS ?&§ n. r.t�tra • 1mK LOAD FOR SHEARVIALL 0 PONDS ONES§ tnnm. nWw m►s. TOTAL LENGTH OF SEARKALU / 0 FEET ggp ttu.v. ....a.ra• TOTAL LENGTH OF SEARWALI: / 0 FEET Tye DESIGN BEAR METE (00* 0 PIF e.• .t.w. . DESIGN SHEAR VALUE (OSVk . O PIE ur4•WmwvYl. . C9; - . fi .►...wr.r.w..- . 9EARIALL LEWD _ OFEET I•• Owta•WwNwOr.1Ar. • SFJARWALL HEQM- - 0FEET .r.Orrf . r IR... 3y •ualW mwv.t.W. . - - OYBTUGdD POM ADM. 0POA09 -:91 P.rl.•..fmratw.. •- - - OVERTURNING; PONT LOAD 0POUDS - Jj,C®SS}Wq'{A YA101fUY ALL01RD DESIGN ROOF ANCC IO' (DECIDES) OR L57/ 12 NTERNAL PRESSUREcGEMmNr: c1>➢T -ale (FnRs.w•d) HOW VIBDCTr HLIOWNE ZEE: NO TOTAL DESIGN ROOF 1EGR: 51ZM NOW / 12.0 - 43OT FEES H®s OMER APPROVED, LISTED 7MSSM MY HE SUBSIDUTE•D F MAMA ROOF ANHE SPENED ADDS NOT FOIOIDED. REFER TO 0711ER DVARS FOR SHEARWALL SHEAMM / PIE TABLE JACOSSIN HOMES 600 PACKARD COURT, SAFETY HARBOR, FL 34695 727-726-1138 3� o� ^8 �8 .�i,Ta nwwtmXC41/0// gip � ft coNs a. Y A� noN s'pwRc AvoNs: 1wAL I;LLflI w ND® a Iwt ILA®L OF WM A-nM;" I WAN@ AWL M HUMN a>BI! 2w a rATiI ROG% lB9ATOL R-n CHAIRS HM M33M r HIM TOIBOL D NNFLOM DECK00 ROM JCW S/Y0' WDO. 1Om1>fBR m ON RTWDD M FIOM GAUNw POOH C®0 INO/GL/C/RQ MA WA..■ , � ,.mwN_..T DOtlwt •7UDR 24sw P WTOI PUT WQ)r a W P W oM 97a0 m6 wa IGULAMM M-N TOP THAT (NOR - 249w P In OWATWA 7/Ir APA OR TEND RATED E.I. DO= STEEL - FEAR OW NT. DOOIS HOLLOW CORE CLOD OR W MASS) tsDea ..e .Or .In. D.T. wu rnm w/T•TIOWADAm U+PJ RDUE9I0 Iwo® OR METAL (TIP.) CO/I , TF2TIA0 11r NPDM (TM.) ow NMADIN, R-w IIAYTEO IIm 61LLLTMLAL (a•c) W NEA111 0 . , 7Ar ARA RATED 9Nnclk uDD (VANE) Mw LIEIPJDIL rQD FAMUM TIM FAOw W oG (Caw MM AIR twENG vr A/C T MEN To DIM CALLS WL SIM MR T) DOW CRLS wwb 12 L OF H®I OIO9 2 HEAT TT E HONOR 10 80M MUDS tw TIM ISM T) Dow OIL= ROPED :'o ■ 25 F O REIOO MM I 1®m101.o»�mRemlz MA DI OF END! L F OFA= UVA D L NIII2LWE GREW W/ wmb 0 / OF WARN IWAIM I / v AEQE�L 5t 0 P w FDAIwNO WATO Q= E P MIOOE cm W/ DIM o 11411011 HEATER BID a SUM Of WHINING LAVA L G w ACCESSIBLE WAIM ODSTO D P wituRN 2 WARM HEATH TM DEOWC THESE METALS AND RAMS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING PAIXAOE O MAN CONFIDENTIAL. AM/OR MYLEVEDD WONATON ANY WAUTIORUED USE OOPTEr DISCIDWmr OR pSTmTiW OF THIS PACKAGE W ANY OF THE CONTENTS CONTAINED MOM S STIOMY PROHIBITED BY JAC06YD RUM NO MAY BE ULAFiL IGEE MATE]M S ARE PROVIDED TO THE RECIPIENT FOR SPECEC PUPOS9 ONLY AND BOLL NOT GE SCANNED. O:PIM W DROWSE RE 4MM A D/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE FTIWT EGRESS WWTIDN AUTHORTATW FROM JAOOBSN HO M THIS D AIIING PACKAGE AID ALL ITS cGHTTENS ARE THE E%CUSVE PR RIY OF JACMM FOIE& ALL MGM fEEGSRVM COPYRIGHT ma OSHEARWAT L ]DESIGN SPECS: A- g S B m 29 c m D - 55.26 PSF 14.6 PSF 36.6 PSF 10 PSF DESW SHEAR VAUEE z14n Rs DL9W S1EM YALl1E 1wa1 PNF O arERTImwHG TWO.` 5 OVE TURN NO iOtQ: M13 LES 954 LUE OoRnEasNo DEIGN SHEAR VAIUD FDR� J57.a7 PlF O DESIGN SEAR VALUE .0 FORCE ° ;♦ 3221 LBS DF9W SHEAR VALUE PLF DESIGN SHEAR VA M �Y O38&a2 OVFRIINONO FORCE,% 337E L65 OVEAiIAd!!NO FARCE i . @Let DESW SHEAR VALUE wsW SHEAR YAWS w OOVERTURNING FORCt 8 OVERTURNING FINCH 5168 Les DESIGN SPECIFICATIONS. , 1. MEAN ROOK HEIGHT (A9511j. 35 FEET MAIGNUY H 2. ROM LIVE LOAD. I 40 PSF a ROOF LIVE LOAD, 20 PEP 4. USNC WIND SPEED. 170 MPH - V& (UNNn .) & IATHAD IMPORTANCE FACTOR. III - 1.0 Risk C Wgwy) .11 6. WIND EXPOSURE CATEGORY C 7. WERNAL PRESSURE COEFFIGgM. CCOI . ale (EndwW) NOL ALLOW. STRESS SIGN (VaSd) C L. 0 LOADS. ALLOT STRESS DESIGN 0. DFSWJ WIND PRESSURES FOR ODA¢ONEMS AND CLADDING P". PR . ROOF COWONEM • CULDMG LOAD. zotu 1 . 27.0E PSF -41.5 PSF Q n g > ZONES 2 t a . 26.19 PS >-106.93 PSF > V ROOF OVERHANG. g zo502. -SC39 PSF y O > ZONE 3 .-141.e1 PSF > s PW .WALL ODAVOMM AND CLADIXNG EGAD. 2 i WALL / SDNan r ZOm 4 . 45.41 PSF -49.24 PSF 4C) ZONE 5. 45.41 PSF -50.77 PSF > MAIRIS LOADS, 9. DESIGN WIND PRESSURES FOR THE MAIN WIND FORCE RESISTING SYSTEMS IAEMMI - SPARMNILS. A . 5&26 PSF (END ZONE W WALL) 6. 14.6 PSF (END ZONE OF ROOF) D. 10 PSF (INT. ZONE OF ROB STATE OF FLORIDA � 8 LVXav4o. FAC =o14 "M wlID.WJ11. 2011 NEC ' q ��'t�Ei�� iFt<i � � I�td�l Iy ` �� �®LL=F� AWI2UlDOL C4 ILA A 2014 FAC 2016 SUPPLEMUGS -2014 V FRCTWW FS loll ENERGY,Su6l111lrA0W7O 2014 FAC 4 ' AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVfO inn" m•-d•'• O 6-16-17 ? NO A N a- .om-mm 1w am am 116z2a20 M2on 2 O 4tlna lmo t (• W�How.,nwWw mWAwtom RTER Pyy MY- wa4y% vv .. ma'w �A fy �o...u..N�-m•..�� iiN`iD�Pw�A.ari'ePi1i'A02�Mind ' F N COMPLIES W/ 2014 FLORIDA fEEL CODE, NCUHDNG ALL 2016 SUPPLEMENTS 33802 6 aa� tl� gg E TOLL L NAIDwWY AVE DDOR.°N 4014 W4 254mU -14 DRAWN: Cyr CIIECED: M T. DATE: 6/5/2017 ALE: 3/16- - t'-o• SHEEN 12 OF 16 =VYE4 EVMN C 1 170 MPH MODEL: MOD tzes CIPOGOR C) 2D17 . JAC035iN NOES SAFETY HALTING FLOE& ALL NWP' IESFWEIL M OsiEAl01ALL Laws (" SEE van 1-RAEWBLELODS-NRF- MU O(RDINO wa;+-0 mm- lY7D D_ ======== = = 4 A jig A 3 n O 2 E O IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 1❑ GRAVITY LOAD: 2760 LBS GRAVITY LOAD: 700 LBS UPLIFT LOAD: 1200 LBS 2❑ GRAVITY LOAD: 2760 LBS ANY ATTACHMENTSTOTHIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/5TRUCTURE. O W W. Z 2 O J 7 6 Z S W D W M, W m 0 3��0 s W 12 WHEN INE AREA LaL DNPOLY ./WA�TML ONBLIM RIEOD 13 pax AiA ESa�11E br IAAN 01fl x rA00a 1000PL D� a e& M 6xCDR (wO er 011ail MS YMON Ue®1 14IHONm R AA�1 l06 IB00®!'� S O'NE NDlN01EIn ! vMAcum AD/M TPFDiMI1Nq. ON7110 M VAPM BAIOOED ILL DFRT f MY WAaapIP O711aDM Eao Or .NfJ7®I IOa xReuYWAvo7avaoe xn AToaooxs:AleE�rD■ uL®n A1wA�NL mloiv v . , INES IS OED FOR (7ECRON M ON PE IMANDJORS AND IS NTION OI T LBE IMNED O PENOW OE F OR I01i SY5101 AND Ls. NOT DL9pED To LE MovFD OLE sD ERECTED OR NSAIiEA USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED ON -FRAME FOUNDATION LOADS LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Oq EXTERIOR WALL: 245 PLF GRAVITY LOAn 307 PLF UPLIFT LOAD MOD 1265 D O MATINS WALL: 170 WH - Hit ( 5nate) 430 PLF GRAVITY LOAD opm C 490 PIP UPLIFT LOAD M = 35 FELT O MATINS OPENING: nyDflLEvuLy . Bs PLF GRAVITY LOAD E I -BEAM (ON -FRAME). SES PLF GRAVITY LOAD ❑ cowrn Nlrlam oAIY Wm tw Nw -w lsrV ua-rNrm rr IONmrrtOwO sNv 1Aa mlw sw. m.SAlmla D IM-L aR NAL Y 1- m .� DmJ ® W tIR � 0 — MWW1 L De0r. ❑1 1 3 IAA N nm =4 © 0 0 0 N 0 e 1 7 W N lam 0 0 0 N 0 ❑2 1 2 1% ■ TIED' OEN �O 0 0 0 N D e 1 7 LA N nm 0 0 0 ■ 0 0 0 0 ■ 0 0 a 0 a a N 0 0 0 0 0 N 0 0 0 0 N 0 0 0 D 0 0 0 0 N 0 0 0 0 N 0 O9EA UL LOws (ALSO SEE UHF 11-FLARE LAEAL LOADS- N Hi - 3!D 01EOAW LANDS -N PEDIS- mo O 3 0 z 63O A 2 O IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDI11ONAL LOADS REQUIRED AT COLUMN LOCATIONS: t� GRAVITY LOAD: 2760 LBS GRAVITY LOAD: 700 LBS UPLIFT LOAD: 1200 LBS GRAVITY LOAD: 2760 LBS A - 55.26 PSF OS(iFARWALL DESIGN SPECS: e - 14.5 PSF �C- Je.e PSF 11611111 PSF D - t0mm om aoN 1A11a mDI awe WLLc >t010 mm 2 OOOI aEN Waea J•.W S mRt !WM IDI:NI 0PV orno-e lam as � oo■ANaO Teem a is OOWNRI1111412 000l aoN Ie110 PP O ®I roue lvllo O W FOMCO m m alfixIENO Palm o:s 4 ®1 arAw aua WLf PV 8 mM AIWMI 1OL16 O N ONMI.WO 10� a. m OIYSpO 10® 0 Let �' Alo s Nor oLva11D KEEP ALL PLUMBING AND AC DROPS f0° MINIMUM FROM ANY FLOOR EDGE Nd M AREA DWAIN TIE AANONO/BIeOD16 W de04Q YII Mm TA RITE IAAf! K rAY-E 11/}NDI. Vll.t a �I®KmlCAR OA-K OAOItLLs7N (Of9� pr1ORm). Z. q 1T{ON[D !M AA®1 NOm I@DW� Q• CnQ IaDJIOdA AID/� SF61G11O6 ON& M YAFWIt oAnaR SLL OTiiT MIT WAIOtAN1Y olio®M YIm SY .LVffiJI MC EL MDYE s1•mittt51N1011fix FID.1 91111Y[IAAD xIACY/WAQ.N/W EA■WII■ MINOMNx tQ Fl0M EDDE OF rLOM1. LfrTYI NNEA.I. V .. TLIS BIAIR(C 15 BIRiED FALL wsFaD AW x®ulxmF vK1aol NSFALLAl101 O(A 91E BEMato. MO ICIER M So MFR FED OR I SYSIEY ro � IaTftD NNO 50 ERECIFD 1)R NSTMIID. M OFF -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS'IAT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Op EXTERIOR WALL: MOD 1265 485 PLF GRAVITY LOAD 900 PLF UPLIFT LOAD 170 kOl - Hit"inate) E)MATINS WALL: D PEN C 920 PLF GRAVITY LOAD WH = 36 FEET I550 PLF UPLIFT LOAD (D MATINSOPENING: SOS PLF GRAVITY LOAD ❑ mulIIl WlrwAn as NAsm -w -wps-N ■rrrsn >r NONmI-e0A10 sNc ®mtl� or' oasamm D 1— III■ Y Ta .. Dwq _IWS F�•�O W M � � ' ON9 1 7 24 N Ram 0 0 o N 0 0 1 1 fYF N IaR O O 0 N D 2 1 M N 1IL75 n0 0 0 0 N 0 0 2 1 ELM N lim a 0 0 N D - 0 0- D ■ "-0 — o 0 0 0 ■— o D 0 0 M e 0 0 0 N 0 0 0 0 N D©�=. O0 0 N ELL D SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE lose PLF UPLIFT LOAD LOADS ANO/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. F1= WrALS AID RAa ARE COM OOM& AID PRanWARY MAYMA IRE CMMM OF 7M DRAWING PACIMf COWAN CO0'DEMIAL AND/OR PRMAE® NFdW N-110 L ANY IJNAl1I ERM LSE. CWMM DMMD= O OISRaBI1" OF TNO PAOCMF. M ANY W RE ONMM WRAARD IHEKK a SDOCILY rNOl01FD BY ACOSEN HO0 AO MAY E mEANFTIL THESE MAIUMS AM PROVDED 70 TIE RECPENr FOR SPBSIC PURPOSES ONLY AM SHALL NOT M SCANNED. COPED OR 0111131015E REPROWCFD AND/OR D6mDURD M OEM MR ANY PURPOSE gM n DWRMS WRI M ALFIHOWATION FROM aOBSEN HOLES M DRAWING PAMM E AID ALL LED OWENIS ARE TEE EICAMW PROPERTY OF 4AC08M NOFEL ALL FLOGS RESERVED. COPYMFF !w7 A - lS926 PSF OSWAMAM DESIGN SPECS: ���@+++ r - I&S PSF ��- ; C - 310 PSF o D - 10 PSF OOMQ■w.0 0001 aIVA MOLLO m ~ O SENN M* VMLO NI fDAm DIJ I!D OIOEErO -m1Im M LC O010■1Aap 1DM stW■ *A00 r v O NWRI WL'M YMAND am /am aMaAwaD RSE>ti O ODOR aWM YMLD J.ISnr _ O m01 SEEM IPOG — oNP oW3nwaD 1Rm all0lp oLVIA-D ram 010 4 xaRl eNrM vMLo W.III O oWM WWM ISllao ON owllww lam N.las oW3TaoID Tatm D m SAFETY: WARNING: CAUTION: taL v- a-0o'41NB mVi Ywr,r elw�le0 a ra mn�i,n.� �w�in :o,la�ilemnwe rm.�..le.�.m waF�rlrium TM u.Ae FOUNDATIORN SiR OPIW.AMMON / FOUNDATION: N AOOOIANE VIN THE REO11119 M OF THE FLORIDA A 1NPARIINIR OF BUSINESS L �ML REO1And01 TREWS APiwIED PWIS m.WOI C" AN FOUlDA11o6 L ALL LOTS SMALL BE PROYOED 1RF1 OtMIAST AND S1WL lE ORAOED SO AS d M /AN aTO40 LETD_ ? AN IAmt-Ine1 9LLL SIWI AS A OBY MADE WALL NOT PE LOCATED mw IRE BOTM OF 1 E FWMM THM TINE IS ANY E,IDQ MY THE alO1Y-MTw TARE 1® TO WM D Ne® Or IM RaNO t Ar WE IE11III 11E00 AEETOL ON MT M &MACE WARD IL L L M DINE MA W/lfEVDaE LWL m 1111111.7 TO K: LOlalaAl NNALMTOI SmML WOE ANY OAR OWIIL NOW Ira SNALL R NUAHED TO EMSA E A TIGHT FR AID PROM RAINIL ALL OW SHIES 21AL HE FREE OF EMO S' oem wm i mum malim cm NBPEaRO S. ALL LOW SHMO 6WL i OF SWATED L1AWI M ODIA AINOAR MATIAMO} L THE SOL LOCATED UNDER ALL FOODS 94ALL WE COMPACTED TO A MIMAN OD WENT -M AMU 0-107. LOMW IT W W VNIN SQ NO Oxw M5r_1NR L M NaSN WIN OF FODIICS 011011 OCO== OIONO SWACE WALL BE It NDIR (JOOr) A N ALL CASES 1E IOD.M SW MELD mw M F1■BIdAE L MATRONS USED N IRE MMATIN MON OF no ST WUE WIALL COMPLY W/ ALL APPLICABLE ® MDAm Rvcmoq DLOLING 401E Ar/R LDCALi TU A M PRONC11ON: L APR 114-m IIIDIECIYI/IRAIIOIi WOVJ. OE SRDI M All OI MM. OIASANCE SML 11D1OED Rf011 CO1O101 0LL4 I1DAO 3CM0 A MAR iM 100Am NWECOM (4 wa0 Wa■m MR G/N1rt M PAID GADS} L IAAm DE-e NOTED, n woo 1N-IM W1ML. rND'm Low x aa.w M Al SMXX MAIRO (MAN. SPAM AW4 TO INS S1 d AT-P(11 NOS NOUN arMA■mNw. N MVAXDNTWEEN ALL IM MEND mmam WAIL) ANO AM ammm m w.% A00 Awm Olm awe WNNAIa Sa1M ALL WRAY IEAn MIT 441I1—RA16 It .TM MAWS W OAr 01►SN) t 1a1 sm SLL a APHID TO AL A■0 ®eAm M K%mvAtaRM OwDrD IV00 AID oi- O AME14 AS NIL A..— — ANAS MT ANL LOCATD -11-I A MNMM W Y-? (a NOROOI NI•/NL QmO1 MLS W M IaWATa 811111111 A■DAM AM PRIM W K AI10M0/ATAVC3- M AS AILOND R K R4' M I 14KATn.L LOOS SIRIJLRAE NWL. LVx16D WIN A M A WIRY YRM AW MO 1WA1101r NML N DEN NR ALL ENT 13IP ALE (OVAL a la.WATIL All'f RL iNn■0K— wmeK7-nro g467%l WWLCImaAIL L AD CELL LOW CO T w I004 L WIALl0 E BASED NAIL FIFTEEovooc w1.ALr. AM ANY oDMaos eaB.ANn LMTMAL auLL. a1WD TARN mmt REr Or ANY RALO M/SOMWK NEW M PWON or ANY NaDI10/iIRLT1� WT LAY N [LILY M DMIA LEL Mm TO WIES 1. 1 Al J - sn rl®/IaIOn01 5[CSOL L LW=OTMM MOLD.ADALV. MERE 9340 f P.T. IE)= OWL BE A6TAl1ED Alan TIE FaSDAT■IN Sm a WAN P.T. "ITS AM USED Lmm a Or FWL SWADWL SPECIFIC NOOLATD3 UNLESS OmEINSE SEEMED N INS APPRM DRAWIO PACLAL_1 OVDLNOO(0 LOADS ENOM ONVE APPROAD FLOG: PLAN DEALS) OOOB AT G(aF DD R FAM SEAR NNLL 3aRIT (WALL 97CDONL 7E FQI►DA7D11 SYSIEII SIWL E WATPT ALL OFOVA m BPPNT DD/bR AOOOaDDAIE ALL NO'ID OEiD lAAD9 THAT Lur omN N 80111 TIE LO0— A:o 1DE. NAAE(5} mE TE-OOMI SY'1t1191ALL IRE A11Z WECRY ro TIE WALL SUDS AT EAM DO OF FACE SWAR SMMI NT M'= ro WDRDA m TRMRDI ADEQUATE LOW ALL FOBDA7ON OWL B(OEWlED BY N MOREC7 M R =ER D Ii8F9O AL ENGINEER (01-SM n CINOM INES OTMii@ SPERED N ME APPROVED MIND D PAOLMWE, OLJ-FF AYE - ALL PMWML 9iNNNLLS SMALL RAVE A IN. OF IM FLOG( JnIS LOCATED BELOW RESWARWAIL AM STALL LOCATED ADM A SLIDIEADEN/1-WFAII N 1E FRAIW ALL LOADS FRASFEM TO Fd3WRM CMEN OQERB. AREA RESERVED FOR LISTING AGENLYAPPROVAL SL(MPSt . PpP OVfO�-ju- — c 6-16-17 No Q .rm ����(+NIw �11p0.�Pw9 D.n,71a9� -0 RTER V man W/ on Ram ML am AIOIlOtlO AL 2016 WPPLE OM 17 63802 c ppw.. fh11111►1� 1 r ANC � W d Ji. TOOL 11AMIIIYAV3 EIn01r, N 46414 OD412"mM fA 1RL (tEVIS10N5 1AI BY DATE ID DRAWN. CLYRICE CRDCIO:D: N.T. DATE: e/5/2017 SCALE: 3AS. - 1•_rf SHErrs 13 OF -'fib WEC: Est"" C DWS: 170 MPH MODEL: MOD t265 COPYRIGHT © 2017 ..NWBSM HOLE$ SAFETY HARBOR, FIOFDA ALL SOCH S RESORM 1RA0 (i5 107 �)I NET B,1E ffiiNl ACpI dl `�\ N MOI FOBDAIOI PLANS AMC RSYUD BY C1143M A1L9�M NOM AND m T M PARTY OF 7K 091RAC at 27ApPJ1 Mo u6'fN1ID TE ADanaM. `��l OTHER APPROVED. LISIED TRUSSES MAY BE SUBSTITUTED D F MAXIMUM ROOF ANOLE SPEOF1m HFREK 6 NOT D®ED. APNtwAL AGIONCI ) Mao Tn7 WE MC ICICI A D/DR O"M OF THE KNOW PUNS SMALL ALL CALG-S CONTAINED YIITHN THIS PACKAGE ARE BASED ON THE MAX ALLOWABLE DESCH ROOF AMAE, SPFLSTED. EDT a HELD LPL OR WKL FOR TN MiNCATDI ffsa AIDYM COLWNIILTM. PDEOeWIR ROOF SHEATHING FASTENED TO TRUSS WITH 1!L _ CF iK 9W6OUCIUm sINICTMNL LOOOm1m AND SrMEMS MATING T EROM 7/I61N1 3/4-:16 Ca STAPLES O 3' as MINES AND ET126 S'F 03 MHNUM . I= OR PFA CONSTRUCTION MANUAL STAG.TR T4lA � ��) � �� TOP (w/o HVI E ffiW) VENUAIIOI PROVIDED FOR UFFER 50C OF ROOF SECTION SHEATHING SEAMS 3Y NDaNUL J- w N� - ir.. 244 SOFT. - LPPER ONANG VET PROVIDED OW t REAR OYFA VM) W"_ (TYP.) 4 D SOT LPPEt VE711S RWYDED Or - O NAY, OF 6D54N. ROOF VM REG9 (TOTAL RE HOE) VIVO*�a T,1F�,' q wfcl¢ REDLINE - 2u 5a ET IDTAL QNCIO65 FRONT t RD R fOMROS AND ROOF VENTS ER011 WMAnON LIlONJ DESIN LOADS MR " TNASSACED T6 TCLL ,P TCDL os PSFPSIF 9" A LISTED 7R9sPMa�gyVP ,ADF5ICM MAY VARY � 1/2Y//YF1g_F7jVl",LM�-�L10O'A W4A1• ¢Y DB BEgy iw,_ :, n•`gEA•O- TYPICAL R FDDMOOD THINGFEM AL TED RB , R-30 INSULADOM pW3 (am IN Row WAY) wmu (SNCLI�TOP%qIN 2UB SIF /3 MN VAL SAWS DiIB'YPICOLD. 2.4 SPF p MNYY WALL SOWS D 1r OW) LAP/STUCCO/HARDL (TYPa 1/r GYPSUM UNIT ND7H VARIES ACTUAL FLOOR 2.4 � p MOORN MADG WALL TOP t HOTtOI RA7F5� MNL BOTIOY TMP 2R8 SPF 12 FLOOR �p1415(TYPICAL) J Z p0 DCO'-22SEE F0IRDAN ND AN_ PLAN, ENGINEERED R ESPE)BY-OTHE S FOR NN-91E NSMLLA MN. MARKET INULAT N (TYP.) VAPOR BARRIER Mn - SEE NOTE D SEEM ,JAL, REFER TO NOTE AT OTHER SIDEVALL RRBETER IDEA AWN MITT —/AWN emNVKmma STD. MPDO a VPFDO SINGLE 2.5 PERIMETER (MATING IDFJ FI(.00�RR.FOS'15 (1� rm TON TaAN RAaD mONK m mM R R000. M®//�9O 12.65 o Ono 4u NOPN Mae TAoo rfp. at®ss-s ��¢�' noN P14 SCALE: NTS TYPICAL INSULATED A/C SUfLY SYSTEM. AC SQE LAYOUT, t LOCATION MAY VARY EAi SPF p UMN (1M MWAU�OR DOW DEAN TYPICAL MAIM IINE ,1-SECDIN 20 SF p MPeOOR WALL SILOS D T4- O.C. (TVPJ FR6 WATM SUPPLY (TYP.) — Bmnm (m) —1 -MASS A: ASTM D31a, CLASS Fi 2-IATEES O' MWMUM BLOW INSULATION ASTM OTSE, CLASS it 12 EFL, (OR LCIIW NYC LEA 13D-63-M NL WALLBOARD 117NDATION PROVIDED FOR LOVER 503 OF ROOF SEODNI 4.43 SOFT. - LOWER 01M,D t FATE VENT PROVIDED PONT t REAR OVERHANGS) + 0 SOFT. - LOHR VENTS PROVIDED BY - 0 MUM. OF BOSQDL ROOF VEILS REQb (TOTAL FOR 14010 --------- • 443 SQ. FT. TOTAL (NODWS ONAMM EAVES AND ROOF VETS FROM GAOIRATION BFLDW) ---------------- CEVNO NEIOIT (TYPICAL) 716 STD. WN" O EMG - TOP itI -1 TYPICAL T14CA. IEAOR/SWL PER CO67WICTDN PA/XME 18/32' OSB OR PLYWOOD FLOOR OECOO (TYPICA) ARE DESIGNED AND INSTALLED BY.OWERS V ALTERNATE FOUNDATION DESQ7 1 MAY E UTILIZED ■" DESIGNED BY A REi6TF1iD PROFESSIONALBMW 10 PROVIDE EQUAL OR BETTER SUPORf AND LOAD TRANSFER FOE THE SPECIFIC SODCRLNE NSOUED. n 1Q/ LNG WD06 VARY, SEE APPROVED FLOOR RAN FOR 9'fCEiC UNIT IDbt(S)L loom MPS STRUCTURE HAS BEEN fi.9WED FOR ERECTION OR INSTALLATION! OR A SUE BOLT RAIMENT FOUNDATION AND IS NOT DMIED 70 E MOVED ORE SO ERECTED OR INSTALLED (SHOWN M TYPICAL DOUBLE WE 20--r 21r-r 26-d. 21r-0'. 2F-r t Sr-T NODOD) ADO SYSTEM SQUARE FOOTAGE W4&33 M FL 3O (W/ VAPOR BANIKR) • 3GD - 2B M FL TOTAL REQUIRED VENT (TOTAL UPPER t LOVER) 70TAL UPPER VENT ACTUALLY PROVIDED: - 244 M FL ONQ ITI S OEM AND MOM) 244 AFT. - WRR OIMNS VET PROVIDED O AFT. - UPPER ROD' VENTS PROVIDED I. MNL OF BmUN, WPED ROOF VEILS IEOb (LOAM FOR NI3tq IMMIUM UPRR VENT IEOBED OM OF TIE TOTAL): - L41 M FT. (LOAM REED VET = 03D DIFFERENCE EIYEFN R WD t ACTUAL . TOSS M FL PAS TOTAL LOW VENT ACTUALLY PROVIDED, - 4.43 M FT. (INCLUDES MIAMOS AND EAVES) 40 SOFT. - LOWER OTMNO t RAVE VE r PROVIDED 0 SOFT. - EOIEPROVIDED ROOF VENTS NWL OF INTSWL TONER ROOF VINO "b (TOTAL FOE HO O IE4INIAI L(ryED VENT REOIWED (SOW OF THE TOTAL): R (TOTAL REOb VET: DIFFERENCE BEIWFDI REM) t ACTUAL. - 3M M FE PAS llom ROOF VOW CW SCALE: NTs NOTES: B/W- SIEATONC B REQU PEZNETER (SIDeWAtLR) FLOOR .ITS (TYPICAL) _ POOR LEVEL PYRCN AR4V1CAKfl 7YFICAL SE COISf. YNPUN. METER BLOCKING IS LOCATED AT QC. MAIL SPACING AND AT ALL BY AN ARMTECT OR REGISTERED P.E. (BY O11EUS} —14.SWARWALL SPECIFIC NFORMAM r AR SPAN MOWN 2.4 ROOF PERIMETER RAL ADD -ON EAVE - PER — CCSIRUCCCN MANUAL ' VENTED DR. S EAT NO SEE APPROVED 6ROCT RAL PAWAGE FOR VAIL COPSE. Am SPACE ems SCALE: tars OVERTURNING LOADS 9101N ON TIE APPROVED FLOOR PUN ATM( OCCUR AT EACH DO OF FAVOR SHEAR MALL (MALL SFLDN THE FOUNDATION SIM sxALL E oE9MNED (BY ) TO SUWDNT AND/ON ACWINOAE ALL w.11 uvE AND EAo lOAO6 TUT MAY OCCUR IN BOON TIE HOE ITAL AID VFTICAL RAH(S} THE TE--DOWN SNSIFII 91A1 E ATUCIm OMECRY 10 THE VALL STUDS AT EACH END OF EACH SEAR SBNMU DESCRY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUIDATION SYSTEMS 9O1L HE DLWm BY AN ARONECT ON NImTE7ED RUM12NAL MGM (ON-SiE Hn DOORS} (LAZES NOTED CRIBROM ON THE APRDWD PWA. ON -FRAME - ALL OCIALL SEARmULS 901L HAVE A UK OF THEE L* RDOR XMIS LOCATED BROW THE SEARWALL AND WALL LOCATED ABOVE A SLID IFAOR/1-3EAY N VE FRAME 'UNLESS OTHERWISE N070 N THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE OONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 1 I/2' BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM I I/2- BEARING. ALL FOUNDA71ON DESIGNS ARE BY OTHERS 1. ALL SAFE.. MUST COMPLY WITH ASTM A-35 (36 KSI MINIMUM)L e 2 ALL LAG SOREYS MUST COMPLY MATH ASTM A-307 3 FOR FOUNDATION SPECIFICS. REFER 70 THE FOLMATLN PLAN DESIGNED AND ENGINEERED BY OTHERS. 'OF FRAME UNM1 4. ALL FASTENERS INTO TREATED W16FR SHALL E APPROVED FOR NSTALLA71OI INTO TREATED LIA1R \� 3 WHEN THE AREA BENEATH 1FE BUIDNo/SRUCME IS ENCLOSED, FRAME U IM MN. B ML POLY VAPOR BARBER REOb OVEN AREA BELOW IKE BUILDING OR S7RUCR0E (ON-STTE. BY CTEF% THIS VAPOR CARRIER: IS REQUIRED BY JACOBSEN HOES REGARDLESS OF FADE RMAREENTS' AND/OR SPECIFICATIONS. OHTTTHEG TVAPOR BARRIER TELL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES THE FACTORY 1RMr9pRTA1DN CARFM S LEFT ATTACHED 10 THE STRUCTURE AND B UTLQED AS A STRUCTURAL COFOtT OF FLOOR SYSTEM AFTER THE INSTALLATION OF TE mumm/ST mmm coNsm cnoNMI sPKmcATloNs: TOTAL "m R ADFII mATO F4OIM H mm YAYtII Ym6 ] YX Arm OF KUNE AL® r NITCT Tm : 1 KM2 AWL TM. TIMOI JWOIK RmONAm NDOR PDDNa w Kf 2 1P/a- am AN M1Y� TIDDI NDOATaN FLOOR WARM R-2E LFm/MEAmm RWI an WAIa Ir as ram A NA 1W4C1 DROOa MA CNON01 lSIW9c 1fW R P 90M IRATE O2T >y KF P UMM WALL NSOAum R-» TOP MY Off,% INS R P Va.DGiMNN YAr IPA GN TOM RATED LMT. DOG@ am - FCIM WE OCILD OR W/ DAMN) W. Dom HOLLOW COE .,., mL MRL FNme LPAsmCEDAMAx GT*J Emma OINp OR MEM c".) CELM "mum tAr m"Aw cm.) OW NWAAlm R M �Im NOT WINATWM To NOWt nwo 7/M RA Calm mwm Um UEYmSLbFOREf PAOIIVT7 TX= WAOMN TrN. oA: ..., Q10LTm w— AA Vvvw AM "'a Imm TU DWAOT CAIO VNL Um In" To mm DARE Imm 12 IF Or ow DRUM 2 MAT TYPE BED TO DOW CNL7 UNY ITC RED TD Dow CAM WNW P R m P O AmAN DARN T ®61mBN®IAIOL MAAim R RATIO P R.. 2 ► R AQCOIe[ UYN C 4 O' BYNGIm Aim OCSiS 0 0 LeoVYe CAm W/ MRtm L 4 YDFOK aD9 W/ UDIL O 0 P OF VAIN MATIA WATm 1[AOt >)® 1 a OMiW A OF aNDAID LAVA 3 F R AFL Ylm ODZTA O • FmDIs 2 m m IGTm TWO DELTIW THESE DETAILS AND RAMS ARE COEICETTIIAL AND PROPRIETARY MATmALS. TIE COOEOS OF IM ORAMO PACKAGE COITANI COMDFNTAL AND/OR RIME® MVDRUTIO. ANY WM111*I1112D USE. CO•VNq = OR OST OUDGM OF TSS PAOUE OR AT OF THE CONTENTS CONTAINED THEM S STRICTLY RmlN01FD BY JACOBSEN HOMES AND MAY E UWARIL THESE MATDDALS APE PROVIDED TO TIE REAPLTY FOR MEMO PURPOSES ONLY AND SKALL NOT E SCAM". DOM. OR OTHFRMSE REPRODUCED AID/OR DISIRMTTD TO OTHERS FOR AT RRPOQ: WITHOUT EXPRESS WRITTEN AUTMOCLATION FROM JACOBSEN HOMES. TINS CRAVING PAO A= AND ALL ITS CONTENTS ARE ME OR2UeYE PROPERTY OF JACOBSEN HOES ALL MOM RESERVED. COPYNOET =7 STAMM JOINTS 3r O.C. OIL REIF R TO APPROVED CONSTRUCTION PACIAE/EIALS FOR FASTENING 3 ROOF SWA,FltMG AREA RESERVED FOR LUSTING AGENCY APPROVAL STAMPS: ,n�6- ,PRO O eFNW D PGPMM _®-�.,.,�.�,oam•.�v �AIN0NN�eeO Wpm 1 .wwu In Ps Y(9-23AA MmHA] COPIES W/ 2014 FLORIDA RES. CODE, INCLUDING ALL 2016 SUPPLEMENTS 63802 i e ® a z� a i Tao L aurmsOrAVP nXHAT, ON 4EO14 P74 26440745 DRAWN: DyTRICE QIECKM M.T. DAYEF 0/5/2017 SHEET. 14 OF 16 WEC1 EI pDAWN C DWSF 170 MPH NTODELi YOO IIBB cm,mw:b =7 . JACOBSEN HOP.., SAFETY HARBOR, F1a®A ALL IBORS RESERVED i q� AAA�(( /� 1 �l�lxlll 3INIMEN N IMPORT Ax A00� Iildl(Sf \ nl WHEN FNA0ATION FUNII AIE D9 MY O°BCC L C03101 MOLT NO 1191NxD PARTY 7Ni a RRAABH ONIOeB N m ncRf?/fSE `Ovl ODER APPROVED, LISTED TRUE MAY BE SUBSTITUTED F MAXIMUM ROW ANIRE, SPECFim HOEK IS NOT DECFFDED. APPROM ANTNCMM ALCM NN THE NoneLT NO/O: DMM O THE eRDeD PLANS 9W1 ALL. CALC S CONTAINED WITHIN THIS PACNALE ARE BASED QI THE MAX ALLOWABLE DESIGN ROOF ANGLE. SPECIFIED. NOT ME MIND REFORMS OR UNU FOR TIE FOUNDATION CE701 AND/OR 0011110110111141. PFRaNANtE ROOF SHEATHM FASTENED TO TRUSS WTH 1@L -,,.,E OF THE SIWFRJORICM1Mm IDOICTRAL OOWmERW AND 3YNOp IEATND OQETIL 7/16-9I J/4Nf6 C STAPLES D 3' aG EDGES NO M'' ROR .) FIELD OR PER CONSTRUCT104 MANUAL. STAGGER TOP MN RIDGE WAY) VENMTIOR PRMW FOR UPPER SOX OF ROOF SECIDII: �� SHEATHING SEAMS 3z' MINIMUM �,,,, vyt-+VI� � n W? 2M SOFT - WPIt OTINIC VENT PROVIDED QRONI! IFJN OYERMIIIS) �y I Off' PC" Gip EDGE BEUI (TYP.) + 0 SOFT. - am VENTS PROVOED BY - 0 NW, OF 6o" ROOF VENTS M (MAIL FOR HOE) •�� W� ,I p.` '�'.AT F� NNE REOIEhD - 244 S0. Fr. TOTAL (INOIDES RIGHT 6 REAR OHNOS AND ROOF WITIT FROM CALCULATION BOOM) DESIGN LOADS FOR TRUSSES SPACED - is, Qc'— � C"` -0VD"IO IA �VtPA-' TOIL - 10..E PS m. , ��00 ' BCDL - 103 PSF LISTED TRUSSESN"'Y- OEM WAY VARY 0 4FA11l�lC -r6 TRUSS BE PPLL1Y0 RECD NN IETOF m) • 1/Y 0000 MAY HINGED OR FIELD PICAL YPICAL INSULATED TY N9RAU01 A//CC 91PRY SYSTEM. HVAC LAYER. (REIN N ROOF CAVITY) 0M 15 A LOCATION YAY VARY 63 MINIMUM (SINGEETmPP1ATEE ------- --- -- -- ---- -- ----- - 0 . OV 11OFF9Q -------------------- ------ Ir MAX --------- - -- MN. WALL STIES Off 111DIIIIJITIED, 1/2' GYPSUM (TYP.) - LASS A; ASIY D3161. am F 4-LAYERS OF MINIMUM BLON Dm"m01 ASTY D71a GLASS — R ID/ FELT (m EaBW NYC )EA 13D•6FY NL WA BOA1D VENOATION FROYDED FOR LOWER SM OF ROOF SECTION .4.43 SM. - LOWER OWM A EAVE VENT PROVIDE) PONT A REAR OWAHNNLV) + 0 SM". - LOWR MEATS PROVIDED BY - 0 NUML, OF 60MK ROOF VENTS REED (TOTAL FOR HOME) --------- 4.43 SM. FT. TOTAL. (HEALS GUA M EAVES AND ROOF WITIS RN M CALCULATION BELOW) •---------------- a-o . (TYPICAL) THIS i wu snbselir Qw-) UNT WIDTHiui►icL ' — LIMP/SIUCCOMARO. (TYP.) DARES ("TZFWOR uST03 �II II II LLSTUDS DMINIMUM ORHBIINDTioN �PAOO�GE (7YP.) I's I'l ', YHHHHHHHHHI�,JHHHrDHHHf/HrD1. --�y _1.9HHHHHHHHH.L - '�9HHHH.6�HHHHHHHHHHHHH,4/I� 'BHHH//.y//HHHHBHHHHfIHH/YA.6 FOR SIQ M RIFINS ONLY (ERNE I000 OFFOW HSTAlATION) RED NUM 1 OAap 11T1NO TO DIN W NON Hm NOo a NON9 N NLNTI nas a� 1-Nir pAm mrnfm m mz W R.00N Ma M4R9 NI. a:O tA2Y AIOO SIN2.0 PERIMETER ORA1 XC LBO 4A (7YRG1L] MOO 12M �K"ON k�5 SCAO- WS ROD- SYSTEM SEINE FOOTAGE M6.73 SIL FT. 262 SD F►. TOTAL REQUEST VENT (TOTAL M+ IER A LOW) 300 (./ wm BARIOR) - MOD TOTAL UPPER VENT ACTUALLY PROVIDED: - Z44 SO. R. (INCLUDES MIMICS AND MITI) R44 SOFT. - UPPER DPROVOST XANB VW PRO O SW - LIP PR ROOF VENTS PROVIDED D MAT. OF NSCN IFPLR ROOF YENS REED (,DIAL FED ROE) OM BFPO 141E IEORRET (50f OF TE TOTAL) - 1.4E So. FT. (TOTAL REED 1DNT. DSO, DEFERENCE EE7ER11 It= A ACNE: . 1.04 SM FT. PASS TOTAL LETTER VENT ACTUALLY PROMOM - IL43 90. FL (NCTUM OTMIAS AND EAVES) 443 SQFT. - LOTS OTANO A RAVE PENT FROMM O SOFT. - LONER ROOF VENTS PROVIDED 0 NUM. 4 60LN IDWR ROOF VENTS REDO (TOTAL FOR HOME) MWNAa LOWER VENT REWFSD (OUR OF THE TOTAL) - L41 SM FT (TOTAL REOb TOR s 0.60) DFFI]FSNLE BETWEEN REED A ACTUAL.• . 302 SM FT. PAS SCALE: Nrs lem IVARY. SEE APPROVED FIBER PAN FOR SR:= HINT TEHI(S). IIT NDTIS eom THIS STRUCTURE HAS BEEN DESIGNED FOR SWITCH OR INSTALLATION OR A SM BUILT PONANBIT FOLDDAIMM AND 0 MDT DESIGNED TO BE MOOD ONCE SO BMW OR INSTALLED (SOON AS TYPICAL DOSE ALOE 20'-0', 24-0' 21T'-0-. 75-W. 79'-C k 3Z-0 NODDED) SILL WINDOW OEMU - UP g-10 TYPICAL SAG' SWAIM= 0 REED. N PALL _ FIDOR LEVO. PaRG3l FLOOR OE0010 SFE 3 3 . YAIAL 1' AR SPACE MMIY 2.4 ROOF PERIMETER RAIL AM -ON GAVE - PER — coalRXlfoN MANUAL , t- WHIM OR BFATHNG SM APPROVED STRUCTURAL PAW" MR WILL CREST. SIFARNALL BROOM INFORMATION: OYBRTU R ING LOADS SHOWN ON THE APPROVED FLOOR RAN OR7AI(5) OCOR AT EACH END OF EACH SMEM WALL SLBiENT (CALL SiCR011} THE FOWA710N SYSTEM SHALL 9OEI. NFD (BY OTHERS) TO SLPPORT AND/OR AOCOaODAIE ALL IFOSD NVE AND DEAD IOMm TUT MAY OCCUR N EDTH TE IIOIROITAI AND VERIIDIL PNE(S} THE 7E-DENT SY"1E)1 gjAH EWE ATTAO® DNESR.Y TO TIE WALL STUDS AT EUH END OF EACH SHEAR SEGMENT Fm D1DAOSRMQALUNLO E70 R®YpE LOAD.pDAOTAN ARORIECE OR RECLSIEIST PR6E590HAL ENDER (OI-ERE, HY OIWI6} OME55 RIOTED OTEiNSE ON TE APPROVED PUN} OFFiWTHREE (31�E - AIL ODWALL SFERWALLS SIVLL Hl1YE A YN OF LOCATED BELOW THE SHEARIVALL ALL LOADS 1RAPISFRPED� TKO FONDAT4H ON -SITE BY OTHERS UNLESS OTHERWISE N070 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 .RUSTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1, 1/2- BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS �A MOM: 1. ALL STEEL MUST COMPLY 1MT1 ASTY A-38 (35 KSI MINIMUM). 2 ALL LAO SICHEWS MUST COMPLY WITH ASTM A-307 3 FOR FOUNDATION SPED37C5, REFER 70 TIE FOUNDATION PLAN DESIGNED AND ENGINEERED BY ODOM 'OF FRAME UHIY: THE FACTORY 7FHISP 1 r%TOR CA'a 0 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED mO� IffLUVFD FROM THESTRUCTURE DURING THE FOR NSTALLATON ALTO TREATED LLI BEE. BUILDING'S NSLAl1A1NR S. WHEN THE AREA BENEATH THE BUIDIIGAMWCTWE IS ENCLOSED. -OR HOME ANY: TIME FACTORY IRNOWATION DINER B UK 6 MI. POLY VAPOR BARRIER READ OVER AREA BELOW THE - BUILDING OR STRUCTURE (ON -SITE. BY 071ERSL THIS VAPOR BAHUET LEFT ATTAOm TO THESTEE AND IS UTIM AS A STRUCTURAL CO POET OF IS REQUIRED BY JACOBSEN HOMES FEGAROLESS OF CEDE REQUIREMENTS IIAOR SYSTEM AFTER THE INSTALLATION AND/OR S�ECFICATOIS CHATTING T£ VAPOR BARRIER LULL EFFECT OF THE BADND/STRUCT RE. ANY WARRANT! OFFERED OR IMPUED BY JACOBSEN HOMES. COMMON SPINVICATIONS: 1101111 NAM M®T. MAIL wA®M W AIRS O MX NAACO W NMNE AX= , I MALE ATE OL TD M ,pay 2.6OF P RDNR I IARNRNA R-22 mu.� H•HUY MDWD r HIM TND ROOM JmF SA O NOWANE NORM DNL1mIN H9/AY Om @ Fmcca mm ccm m/m/peovI K ae HOICH ARM NA rum NOOp NA DDBADR 51LWy BOTTOM Put Nf t 2 tw P "cam NOD >eA6 MALL IME ATpM 2-70 TW fL1E (OR} a W P M INEAT M TAC APA a TOM M7ED 02 Doam FOOL - HWNJH RpE NL NmHy NNmRw cOE (COLD OR ./ 4A5O um err. MALL FEN° LA./WTIODOA1wm TTPJ worm NNaa OR METAL Ow) mRFn 1/r onaAN GMPJ HOW NRONpA I-m WTVImp NN HMTINICiVRN. o ROW WWAMM =113) 7Ar APA RAVED TM M ,Dim (GYtb) IN%S9 IIAM WACM IN' Os. M 113MIL fORRi PROD" AN manMMAi -ND k Tue AUVAeI N.m DILUTED RETURN AN SYi1DG To �10 mmaa m Q � MMUT 1 e Ham TO ONCAKE tmar ITS° Out Damm W R IUgft m R TO F RE�AA1 i N1M®i W sham F I W ACCEMBMAE LAVA 0 F MmmE LION 1r/ MNOOD O F OF WATO REA7M I F W Np9fDIL BATp O F W RAmALD aWM momm 2 / NNXOE. N/ U01n 0 Mla MUTER Him 40 OAIIDN 116E DETAILS AND RANTS ARE QNFODNAL. AND PROPRIETARY MATERIALS THE CONTENTS OF THIS DRAWING PACKAGE LORAN OONFIDOIML AND/OR PRIYWHfJD INFORMATION.. ANY INAUTHOREM USE OOP1104 DISCLOSURE OR DISTRIBUTION OF IRS PACOfE: m ANY OF THE CONTENTS CONTAINED T IEREK 5 STRICTLY PROWLED BY JACOBSEN MOES AND MAY BE ULAKUL TOFF MA1DEALS ARE PROVIDED TO THE fECPNiT FOR S'EOW PURPOSES ALLY AND SOIL NOT BE BMW. COPED. OR OTHERWISE REPROOAILED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT WRFS5 WRITTEN AMEOIEATIOI FROM JACOBSEN HOES THIS ORAYBW PAeRm AND ALL ITS CONTENTS ARE THE Daum% PROPERLY of JACOBSEN H M1EL ALL ROUTS R SEIMM. COPYRIGHT 2017 REFER TO APPROVED CONSTRUCTION PAOfAtE/DEfALLS FOR FMOM 3 ROOF SWAMWG MSCARS: WS AREA RESERVED FOR USMG AGENCYA OROVAL SE MOS: PpPROVf� 6-16-17 ? ° 11\ OM arm wmns-v. p\jr W wr ws w�mueoo m A CMNn= W/ 204 FLORIDA RES. CODE INCLUDING ALL 2016 SUPPLEMENTS 7 O 2 E a W� 3 700 E aANBFYAVA mmum,m seas WIG 2"4 415 DRAWN: CMYRICE CHEQOO• LLT. DATE: 6/6/2017 WALLEs 3/16- - 1'-D' SHEEN WEC Expo"'m C D1A15: 170 MPH MODEM.: MOD, f266 OF COPYRIGHT D 2017 . JACOBSEN HOB SAFETY HARBOR. FLORIDA. ALL MOM RESERVED. I.- All . ll� i W �• R • I...l to I I � I ` I i1 I \• I I I I I .. ` I I I \ , . _ 1 � � \• 1 P I I . \ I ' . ��D. Y 'W ,W i �• H I I . \ SUODING.SATRUCRURES THAT ARE INSTALLED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE PROVISIONS TO PROTECT THE EXTERIOR GLAZING IN WINDOWS AND DOORS TEMPER TO 'RE FLORIDA ROn. DING OmE (R3C1 FIGURE 160% FOR REGIONS REWIRING THUS ADDITIONAL PROTECTION. CONTACT THE LOCAL BUILDING DEPARRENT/BULDNO OFFICIAL TO DETERMINE IF YOUR SPECIFIC AREA IS LOCATED IN A WIND-BORNE DEBRIS REGION. THE REQUIRED PROTECTION FOR ALL EXTERIOR GLAZING MAY BE PROVIDED BY THE FMWVINC: OVNN6BORNE DFIRiS REGIONS W/ 140 MPH NASD) MAX. WIND SPEWS UDER 1609.1.2 OF FEQD T/18' MIN APA RATED SHEATHING FIN( OPENING UP TO 8 FEET MAX. THE SHEATHING SHALL BE PRECUT SO THEY MAY BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCE WTHE GLAZING THE PANEL SHALL BE PRE - DRILLED AS REWIREDWITHFOR ANCHORAGE METHOD. ATTACHMENT SHALL BE N ACCORD- ANCE WITH TABLE 1609.1.2 OF THE FBC (SEE BELOW11 WITH PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT (MRH) OF 45 FEET OR LESS (M MPH MAXIMUM WIND S'® - VDWd). 63802 - •111111111111•" e� DEERS REGIONS 111171111 VM40 SPEED N EXCESS OF IQ MPH (150 MPH MAX.)I W WO-SORNE DEBRIS REGIONS VVRN WIND SPEED IN EXCESS OF 150 MPH WAMMOMb OWIND-BORNE O PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE OEM REGIONS WITH WIND SPEED PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE DEBRIS RE004 WITH WIND SPEED Z IN EXCESS ff 140 MPH SMALL BE PROVIDED TO COMPLY MTH THE R �*!!DI M"DMG THROE CHECK WITH YOUR LOCAL BUILDING DEPARTMFNT/BUILDING OFFICIAL OR A REDS7ERED N EXCESS OF 150 MPH SHALL BE PROVIDED TO COMPLY WIN THE FLORID& RNLDIC CODE CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/BULDNG OFFICIAL OR A REISTERED W PROFFSSI HAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS ENGINEER tEE R FOR THE REGUIRFD PROTECTION PROCEDURES AND MATERIALS. ON Y N 7N RCM 6 INFORMATXN FROM m _I R �FidAlS GR A RFC PROF- ENGIN}N_aT1 EER IIfIN THE STATE OF Fl TINE Fd1DYE NG PROCEDURE 3 _ MAv RE F01, UYA4 PROTECTION OF EXTERIOR GLAZING N VAND-BORNE DEBRIS REGIONS WITH WIND SPEED - OF 150 MPH. BUT ./ AN EXPOWRE GREATER THAN C. SHALL ALSO BE PROVIDED PER THE Ell THE PROTECTION FOR EXTERIOR GLAZING MAY BE PROVIDED BY APA RATED SHEATHING INSTALLED OVER THE WINDOWS AND DOORS PER TABLE-15-1 SPECIFIED SHEATHING CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL OR A REGISTERED PROFESSIONAL EN04M FOR THE REQUIRED PROTECTION PROCEDURES AND MATMA S. a . SHALL BE PRECUT AND PREPARED WITH ALL REQUIRED FASTENERS .ul VIDO-BORNE BMW PRODLIOI FASTENING UWE 1609.1.2 SOEIDLE FOR WOOD STRL CBRAL PANTS iABIF-IS-1 M FYr IY (A.WR E<IN6 MWq hFM6lYq fFWWL lYt '®oeQ ! Da ORNWFXP s w Y NR ®,Dram r a OHO! 1 Y Y - r lr v�DI. NOT@ I. THIS TABLE IS BASED ON A MAXONDI WIND SPM OF 140 MPH AL MEAN ROOF HEIGHT OF 4W OR LESS a FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL i • WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO. THEY SHALL BE ATTACHED USING V9M11N A4CO7.S HAMM A 15W/ WIIOIMNN. CAPACTL PLYWOOD AND FASIE DING TABLE 150 MPH IS SEC GISTS) MAX - EXPOSURE C MAX am �w wpm n.DWalms wv� W AIr SAY lA rt®R1RNbHY/1PM rT11� TOG NI°.4W®N O rL RNN ®Wq as YlIrYAFA rWa NumHYMwNAOW Wsue M q 7N IDLY EAA RAW 111mm(YIN EARN R%M* r°G ran wm (f� a r®•q ,f 7�w:® ���v �0r1DW EARN r� 4' 06 VIAL otom •w H.Y wNWR a.r ra mD.q Noes , I. IRIS TASUE IS BASED ON A MAXIMUM WIND SFID OF 150 LPN AL MEAN ROOF NIGHT OF 4W OR LES& 2 USE #10 STEWS N/ MINIMUM 2 1/2' SCREW PENETRATION INTO NULDNG WALL FRAMING a FASTENERS SHALL RE INSTALLED AT OPPOSING END OF THE WOW STRUCIURAL PANEL MERE SCREWS ARE ATTACHED TO MASORY/SLUCND. THEY SHALL DE ATTACHED USING YMMTIOI AID®B HAVING A 15WJ IIWOGtRL CAPACTX WHENEVER POSSIBLE, REMOVE THE MOUNTING SCREWS HOLDING THE WINDOW OR DOOR FRAME TO THE EXTERIOR WALL PLACE THE REOUIRED PLYWOOD (SIZED PER TABLE 12-1) OVER THE WIDOW OR DOOR AND FASTEN THE PLYWOOD (AND FRAMING WHEN REODI INTO F YOU CANNOT INSTALL THE NEW SCWWS THROUGH THE WINDOW OR DOOR FUN(.. THE WILL BE INSTALLED DIRECTLY TIRQUGH THE EXTERIOR SIDING MATERI& INTO THE WALL FRAMING. IF THIS METHOD IS USED. ONCE THE WIND-BORNE DEBRIS PROTECTION IS REMOVED, THE HOLES IN THE SUNG SHALL BESEAl KITH A SILICONE BASED CAULK TO PREVENT WATER DAMAGE TO THE WALL SHEATHING BENEATH THE EXTERIOR SIDING. ALL DESIGNS FOR THESE AREAS ARE ON -SITE BY OTIOM 70° G )R.e.w.Y,M EIDI&Q.N 4mu W,O 2DI4.m4e ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGION. b � Go IK y N L MAIOLN DOM PRORFIION SIN - 711' X BI' I ]RIG. N ALL CASES. WREN THE WIND -BOOS DEBRIS PROTECTION IS REMOVED IT SHOULD BE STORED AWAY FOR FUTURE USE. EACH Elm OF EACH INIMEDIAIE ROMMORTN. 2 . 4 BRACE TO BE SECURED •/S /ID . 4 111 SCEWL Em FAME WACR D FOR MMU 12-1 71W MMCWEGL DFADLND CD TO OVERLAP IN= INNS r OE ALL SIM 150 MPH MIUIMUM SPACERS PER TAME 12-4 150 MPH MA)aMuM SEOIE 711W SHEATHING TO 2 . W. ./ MINIMUM10J NAPS OR LASE 010 VOID SIRENS AT 4F OIL MAXIM SPACNC ("OS NOIIOES SHEAR. lEAM LOCATED AT ORRR 2 ■ 4) HAM/MM LENGTH O 1 5/4' ALL SEAMS N IRE PLYMOm SHALL QOUR ORR FRAMM ALL SIENS TO BE INTO BIDDING SOUL BE 410 WOW SIENS Mtt SEE TABLE 12-1 AND NOTES FOR LENGTH AND REMO= S7ACR0 150 MPH MAXIMUM NOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd UNLESS OTHERWISE NOTED THESE DETAELS AID PLANS ARE CO0'CDRR4. AID PROPRETARY MATERIALS THE CONTENTS W THIS DURING PACKAGE CONTAIN OOFIOENTOL. AND/OR PIBWFSW WOM MM ANY UNAUMO08D USE OODYNI DISCLOSLAM OR D6'IIN111ON OF On PACKAGE: OR ANY OF THE CONTENTS CONTANW TXDRIX IS SIRMTRY PROHIBITED BY JACOMEN MOOS AND MAY BE UHIAWU- THESE MATERIALS ARE PROVDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SMALL NOT BE SCMYOD. COPED, ON OTHERWISE RLPRWUCED AND/OR DIS'MBUIED TO OTHERS FOR ANY PURPOSE NTHOUT DWRRESS MUM AUTHORIZATION FROM JACOBSER HOMSL THIS DRAMNO PACKAGE AND ALL ITS CONTENTS ARE THE EXQUSIVE PROPERTY OF JACOBSER HOES ALL RIGHTS ROSMY . COPYRIGHT =7 AREA RESERVED FOR USTING AGENCY APPROVAL STAMPS: PpPROVfp �...,. 2" "-- ° ®..... I olD 6-16-17 NO ;a En mRET auxYuamr AV111104 1- 4pp? a F! 16�232s 0023p1 6m1 f®O 1 (. M WQ y1Y PDIA NII AIIN.WD i1yFR PyyCIGi j.,..�1�.nRN rA1.c,. aW��RNo�..ul RDDBu r1RN �i ANY IYAL °m<0/®® K MUM WWO WrY•arv.o AO I,Y�a �Cq RTER'S nDU W��a� � OBEPLES W/ 2014 FLORIDA RES. CODE INCLUDING ALL 2010 SUPPLEMENTS z V DRAWN: C.MYRICE CHECKED. M.T. DATE: 6/5/20I7 SCALL 3/I6• - P-o' SHEET: }}�� 16 OF 16 VYECt E+rpmm C DTI: 170 MPH MODEL: MOD 1265 CO'AMNi D 2017 . JACOBSEN HOGS SAFETY HARBOR. TOW& ALL ROUT' RESERVED.