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HomeMy WebLinkAboutAPPROVED PLANSI u Jul Jac 600 Packard Street Safety Harbor, FL 34695 an To Manufacturer: Jacobsen Homes SIN Size & Occupancy: M1434 MCP-3060; SFD HWC Plan#: 2540-0436(M1434) It May Concern: ENGINEERING • INSPECTIONS CERTIFICATIONS + TESTING R CE EIVED O C T � 3 2.019 ST. Lucie This �is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note:- Any alterations to factory built structure on site voids state approvzl) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) i Sincerely, HILB',OR1 , WERNER, CARTER & ASSOCIATES, INC. A HILBOAN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 337s6 (727) 584-8151 FAX (727) 586-3343 / (727) NS 2392 1 (727) 597.0"7 Modular 0"Is Inspsctlaa SCANNED BY t Lucie County FILE COPY NOV 3 0 2018 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. }aFfp-�.<JM API..:UAWEIE.FA,RSAG CONK •\.L➢IOIIYIS: Me G�� l��S: of t�NE�INSTALLED TOO NOTE 6 eam� A' MON LOICAL OVILOANG 00P •: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER. HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DSPR)L BEEN INSPECTED, & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPEC11ON REWMENTS. 2. 1T IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS REGULATION'S INSIGNIA. THIS UT DOES NOT LIANCE TO APPLICABLE WORK.LL THE TIION ARE SUBJEOR MATERIALS THAT MAY BE CT FORK pp� �t� �R�qy �y / ��1rTIyI���F�,��-E�j((r}E }I���� THOMEENSPECTIOONS &CODES SSCHEDULE & INSURE OBTAIN ALL REQUIRED AACCOIMPLETE INTALLATLIMIT ASITE INSTALLED ITEMS Sid& P R ON / FO�/AT1O ATION: 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-UJSPECTION FEES AM/OR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY RESPMSIMUTY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES & PROFESSIONAL-REGULATONS-THESE-APPROVED-PLANS-DQ-M CONTAIN -FOUNDATIONS. FAILURE TO CONFORM TO CODES&-JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE 1. ALL LOTS SHALL -BE PROVIDED -NTH -DRAINAGE AND -STALL BE -GRADED -SO -AS 3. THE FLORIDA CERTIFIED -CONTRACTOR IS RESPONSIBLE &-SOLELY ACCOUNTABLE FOR - - TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION 1N= (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL WOW PERFORMED ON THE STRUCTURE INCL SUBS • � IN�M W• (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS). OTHER DELETERIOUS MATEIWS), 4. OCCUPANT LOAD = ONE PARSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBRIS. ALL FOREGN OBJECTS. ETC.. SHALL BE REMOVED FROM THE A NO PORTION CF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: -AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL SITE GtAOW/ I L Ate LOT PIMP. (INCLUDING DRALNALsj. THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUDDING. a. THE COMPLETE FOUNDA7I0N 7M-WOK AND ANGIGam SYSTEM& FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NO7 ACCUMULATE BELOW ANY 6. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN & MUM TREAneRr AND BULDISM VAPOR RATarM BELOW STRUCTURE. PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOMES. *HIGH VELOCITY HURRICANE ZONES• - DADE AND 13ROWARD COUNTIES 4. RAMPS SrAws Ito NDDtAL ACCESS (INCLUDING ALL ACCESSIBILITY ReavENTEN 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BAS]MEMS, SHALL BE VENTILATE) BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH L mmm m DRAINS OEAN-auTs AM HOWIP TO THE RuaD SrSTEM(S). APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED L ANY PORTABLE FIE EXTNOUmfW AND/GR FIE S(IPFRE59CH SYSTEM(S) REDO OPENINGS SHALL BE ARRANGED TO PRONDE-CROSS-VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL 7. EULMMAI. SERVICE ONGUMA Fes) & CROSS- VEILS ON HULn-gxeON UNTM COVERED W/ CORROSION RESISTANT WIRE MESH. THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUDDING & ALL UNFINISHED DRYWALL - COMPLETE PRAL FASIEIM TAPE. & TEXTURE - EXCEED 1/4' IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS PLANS SHALL NOT BE HELD UABLE, IF A BUILDING IS INSTALLED INTO A 3/er Mu. - OF D.C. MAX. 31W SCREWS - 1e' D.C. WAX: - U FI NSHM DRYWALL ONLY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SO. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 9. SRIICNRAL a AESTHETIC INTERCONNECTIONS BETWEEN MODUU3/SECIICM QFEET OF CRAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER INSTALLED THE BUILDING. SHALL BEAR SOLE UABIUTY/RESPONSBUTY. 10. DR m m AND ROOFING ONCL BWDNG Or METAL SIMM OR ROOF CUVMH SL THE FBC/FRC. MIN. 6 NIL POLY VAPOR BARRIER IS REQ'O BELOW THE BUILDING ES 7. THESE DRAWINGS. PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY 11. DITMOR WALL FTINSH (ENYTEM1 1 AND SOFFIT MATERIALS (EEDWALLAORCI AIEASj .ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE 12. IEDOW GuARr. FAIL PROTECTION, WIDOW PROTMIKK AFD/CR S URM sNTIR & THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REQ D FOR THE COMPLETION OF ANY ITEM INCLUDED 13. BOTIoI OF FLOOR IMILATIGNAKirm ISOM HAMM (iwL BE NOTED ON PLAN} SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS IN THESE DOCUMENTS` THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART 14. =W-OVER mIECROa (H IMCL FRESH AIR RUE. AND BLOWER DOOR TEST. ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AM COomallo AND HEATING SMG1I (REFER TO FLORIDA EVERY cam"ram GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER & PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS NOTES, DETAILS AND SPECS) FOR MI URM EFRCENCY REQUIEDENM INSTALLED OFFICE. BY OTHERS DOES NOT READILY DRAIN FROM THE BUILDING SHE, THEN THE GROUND LEVEL_ OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEM ENGINEER AND SHALL I& HVAC DISCOHEM W A WEA ERS 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. Row COVERING, AT HOLE AREAS, DRY-D. MD OOFLETw (RDGEAbGe n EI64 GROUND LEVEL. UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR' ON OTHER SHEETS. 18. GALE ETD FRAHM WIN HEROD ROOF SYSTEMS 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE; EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 1B. FIREPLACE GOOEY STACK VBOLArw SYSTEM. FIREPLACE cHMEY FIAMD0. SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED 70 FOUNDATION AND/OR GROUND M TRANSFER ALL LIVE. DEAD, AND/OR ANY 07HERWSE NOIRE: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS 'UG T-FRAME TRUSS -TYPE 20. RWD GRAB BARB AND ANY OTTER Anrm a FEATURES THAT ARE REGII SIX 21. ONLY WEN Nor m uiED OR THE FACTORY. ea9RATDN Am FWD AD SARRER. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEARWALL OVER7URNING LOADS CONSTRUCTION' AS REFERENCED IN FAC RULE 69A-&O12(8). POSTING OF NOTICE SIGN(S) AS 22. NIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE INSTALLED ON -SITE, BY OTHERS & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS REQUIRED BY FAC RULE 6BA-&012(e) SHALL BE STE INSTALLED AND IS THE RESPONSIBILITY 23. 'BOLDING ADDRESSAS REQLBRED BY FBC R318.1 ARE INSTALLED ON-SIE BY OTHERS. S THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNER. 24. UNIT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. ITEMS INSTALEDD AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. UNLESS OTHERWISE N070 IN THIS APPROVED BUILDING PACKAGE' JOIST HANGERS NOT �1 CONSTRUCTION OF THE BUILDING AT EFLOOR IN TMBEARING may, �ryy W ��ON: A MINIMUM1/2'SHALL BE RONDED FOR ALLE JOISTS BY THE � "'�: FOUNDATION SYSTEM (SDEWALL & ALL MATING UNE AREAS SHALL BE SUPPORTED). INSTAWNG A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS ONLY MODULAR BUILDINGS/STRUCTURES CAN VIEGH SEVERAL TONS. IT IS DORFLELY IMPORTANT 0. THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT 70 INSTALL A MODULAR S7RUCTURE/BUILDING. THAT ALL PERSONNEL, ON THE JOB SEE, BE QUALIFIED AND PROPERLY/IDEWA7MY TRAINED. SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHINS 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 70 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 DMSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL, STATE; AND/OR FEDERAL CODES AND/OR REQUIREMENTS. IHE BE OF TREA70 LUMBER OR OTHER APPROVED MATERIAL(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL INSURE/FMIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96% DENSITY -PER ASTM D-1557. FOOTERS 12' BELOW VIRGIN SOT. AND BELOW FROST -LINE & THE MINIMUM DEPTH OF F00INGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 1. MEAN HOOP HEIGHT PROTMO �'[: 1. APPROVED TERMITE PR07ECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR TERMITE INSPECTION (4 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 2. UNLESS OTHERWISE NOTED. 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL 3. A 1'-W (12 IINCHES) MINMUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS. ROOF/GUTTER DOWN SPOUTS. SPRM M YST SEMS. ALL SPRAY HEADS ANY OVERFLOW MAN% & WATER HEATER T&P DRAM (O N-STD. 4. TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BULDINc)STR MORE ONCL D01G PORCHES AND OTHER UIM AREAS1 AS VAIL AS, ALL DaERICR AREAS THAT ARE LOCATED WITHIN A MINIMUM OF 1'-0' (12 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FOUNDATION SYSTEM AND/OR ANY PORTION OF THE BUILDING/STRUCTURE OR AS ALLOWED BY THE FBOMM 5. TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN. 6 MIL POLY VAPOR BARRIEIL TREATMENT SHALL BE DOTE AFTER ALL EXCAVATION, BACK FILUN0. & COMPACTION. ANY SOIL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL BE RETREATED. RDALSF & NO MOOD. VEGETATION, DEAD ROOTS. CABOARD, PAPER. TRASH. ORGANIC MATFRINOR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFM FEET OF ANY BUILDING/-TRUCTURE NOR THE POSITION OF ANY BUILONG/5TRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1. 2 & 3 - 97E PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG IKE FOUNDATION SYSIEL. WHEN P.T. JOISTS ARE USED LEDGER IS NOT REQ-D. �AV ®R G NG PRGiIiC�ON.- WIND-BORNE DEBRIS PROTECTION IS NU INSTALLED NQR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS N�,�pp®�SySEE AEN 600 PACKARD COURT, SAFETY HARBOR, FL 34695 727.726-1138 IALRHI: 16 FEET MAXIMUM STATE, S'>'A1[E OF FLOMDA 7 WR.DINO, l 2017 FRC 61N EDITION .Ot MWHANICAU '►®��® �I 2017 FRC 601 MMON 2014 NEC 8 PLUMNNd 2017 FRG 6TH MMON EMERGE, 2017 FRC 6rd ORION PLAN SPIEC'.S & IDR,F YANG PACKAGE APPROVAL CAIL )Nor ims DRAWING PACKAGE COMPLIES yfs/y�ihOi �i66 WiTH THFLORIDA MANUFACTURED J BUILDING ACT OF 1979 AND ADHERES COVER SHEET & NOTES 1 �sv To THE FOLLOWING CRiiERUL: FLOOR PLAN LAYOUT 2 JN PLAN OPTIONS Not Us.. COMPLIES MPlw/ soFLORIDAS a R. CODE, DE, INCLUDING ALL 67H XOTTION � ELECTRICAL CALC'S & NOTES 4 Z * i ELECTRICAL LAYOUT 5 coNsnRucnoN TYPE V-B _ • EXTERIOR -ELEVATIONS - OCCUPANCY SFD EXTERIOR ELEVATIONS 7 TOTAL. NUMBER PLUMBING NOTES &DETAILS B OF STORIES: 1 POTABLE WATER SYSTEM DETAILS 9 170 MPH WIND VELOCITY Vdt NI1EDa�) HVAC SYSTEM LAYOUT 10 SHEARWALL & SET-UP DETAILS 11 FIRE RATING OF WFIERIOR WADS 0 SHEARWALL CALCULATIONS 12 ALLOWABLE FOUNDATION LOAD DETAILS 13 FLOOR LOAD 40 PSF TYPICAL CROSS-SECTION (ON -FRAME) 14 TOWABLE TYPICAL CROSS-SECTION (OFF -FRAME) 15 ROOFLOAD 20 PSF SEISMIC LOAD O JACOBSEN MANUFACTURER HOMES HIGH VROCDY NO ��[[Fp�F�erL}�(��ypr���((I���y���rr R�.1E 1G,I'AdN[1lTFRC4RA o HURRICANE ZONE JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL PUN NO.: FLORIDA ENERGY CALC'S & HVAC CALC'S MCP-3060(M1434*) TRUSS DETAIL(S) ,AREA RESERVED FOR UsnNG AGENCY APPROVAL SMOS: THESE PLANS COMPLY WITH RULE 61-G20-3 FOR PRODUCT APPROVAL OR WITH R nv OF THE PLANS AID SPECIFICATIONS CONTAINED WITHIN THIS O RAWI M STATE OF FLORA STATUTE 553.842 PACKAGE INDICATES COMPLIANCE WITH ENE CODES REFERENCED HEREIN, CONSTDLUCi1ON CALC•S FIGURED PER R301.2.1.1 - METHOD 2 RAISED SEAL (OR ELECTRowCAL1Y SNARLED) ppPROVf� SET OF BUILDING PLANS ARE ON FILE • IN THE THIRD PARTY LISTING AGENCY'S Z ' OFFICE AS DMECIED BY FLORIDA DBPR Digitally,signed by: G 7-30-18 MiCh41GTomko ichaeA THE NUNUFA;NREYs DATA SHEET D TH AMID STATE (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR DN:,CN = Michael G z f ` % _ ABOUT THE ELECTRICAL PANEL (COVEN• I tom o@trarnold.com G r' ' ' ' 272 IT"" and Associates CARTER 8 P 7 27 13: o m ko� a2:07 -05 00 499 NWCd 9NGor INC. 162E S. MYRTLE AVE. SECTION 1y�I, FS7CILLLY EXEMPTS STATE APPROVED LDMANUFACTURED OOWLN BDN S BEAPoIN DEFR INSIGNIA. FROM FURTHER PLAN IitVk1V Br LOCAL 0--= INSEINIA Dom, ATTESTS TTIU1TT PLANS HAVE B11000A, 1 W�ALO HISILIUN0 DEEPSCI�ED BY CLEARWATER, FL 33756 STATE APPROVED THIRD PARTY AGENCY AND PGIO COMPLIANT WITH TIE FLORIDA BULOOm COD 17271 584-8151 mwn W/ = ma'" Ex aDs 19IMM ALL 56 MIDWI 8 7-30-1 THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FLIT PLACEMENT IN HIGH VELOCITY i%MtRI .._..._...... pI"aRl 3Ns25400436(M1434h0S BUILDING IS NOT AI, HUO BUILDING...-.-,„._.-„�,_., HURRICANE ZONES OM4. (LE. DINE COUNTY CO BROWARD COUNTY). ATpproved ELy .�3W77 S. F'€"• A(M 12, THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR THIS BRLDNO IS SUB ECT 70 RENEW AND APPROVAL OF THE FIE INSPECTOR ON-sTE. FOR f-' _ INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND CO PLIMEE 1WTH OI TIM FIE SAFETY CODE --'-+ - IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. JACOBSEN HOMES CFRUM THAT THIS MANUFACTURED BUILDING HAS BEEN EXCLUDED FROM - - % PPILOXIMATE SQUARE FOOTAGE OF BUILDING: THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING &-URBAN DEVELOPMENT (HUD)L -r-- 886.6 SQ.FT. LIVINIG ,AREA, Modu r Building -Plans Et-dlh * WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING 7HERE10. Mimi 101 �II0101001 �IpLC � 70E. ME WSLLY AVE 6NHARi.IN W14 (5741264-W43 F1 I ..- pb I 8 tr- . REWrLsloNs - 0 BY DATE 0 DRAWN, ILML CHECKED: M.T. DATE: e/22/2M8 t.icense-IVo. 54�r"'�2 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING -PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS SHEET: 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 I's AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. © COPYRIGHT 2018 AEC: EEVw c DWS: 170 MPH MODEL: MCO 1434 - OamlG T © 201E . JAmeSFU HOES SAFETY HAMM RAT" ALL MGM RESERM I. 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 -WR- (WEATHER RESISTANT). SOLID FULL BURNING FIRFL ACE: WHEN INSTALLED, FIREPLACE SHALL COMPLY WffH UL-lP7 7Af mm Imm - x Sm MY IA581 ROD SWIE • 31L OC LLC 3 YL aaSTGP V(8� Ia11ftP 9Ulft GO. NA N 2= 8 LNf at 1NL_ Z=1111 IWl3R�JDA LULL SW TYPE •X• - EXTERIOR GRADE - GYPSUM THIS ENTIRE SIOEWALL, CLIP CORNER AND EAIBWALL IEXIERIRRI Ill 2x8 MINIMUM FLOOR SYSTEM REQUIRED C3 Z •" ALL 1-BEAM ICHASSIS] LOCATIONS SHALL HAVE PIERS ULI• PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION Lu 2 • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -GOWN SYSTEMS ARE BY OTHERS (NOT JACOBSEN]. u BOTH THE SIOEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND STD. ENGINEERING PRACTICES. �. o AS WELL AS AT THE ENO OF EACH SHEAR SEGMENT. W G LIGHT AND VENT CALCULATIONS ROOMLIGHT AREA- (m m -RECD-- _ m m) MIT -PROVO- (S0. FT.) MIT --RCO`D- m m vENr NAME LMG/DMG ROOM 272 21.76 55.18 10.88 27.98 PASS BEDROOM LM 116 948 24.4 4.64 1228 PASS BEDROOM /2 89 7.12 12.2 a56 &14 PASS SELF SUPPORTING ANO SHALL NOT TRANSFER AND/OR INDUCE LOADS AMMON fffFIFR F13RCES UNTO THIS RI III R11"I'lim I"I NIT IRE LEGM - FLOOR PLAN SVMDOS ai lY OR 14 RER9M AIR MW (TTPJ ® it DUCT RISER LOCATION (TYP.) AIR HANDLER LOCATION (TYP.) . SHEARWALL O SHEARWALL DESOLATOR (SEE TASTE) El CCLUMN LOCATION (SEE TABLE) ®®® 11 7/a-. 1P OR 15 7/a- FMM BEAM SMCKR ALAWS0AL Ae COL: G COIL C,ISMOE AINW(S) _ ro O sewer a1� RED nrnln R-19 fl-22 R-111 p B = GI a� o� n p N S•-6' FF5ET rp�� 1�. I II I - � O 2x1U MINIMUM FLOOR SYSTEM REQUIRED • PERIMETER AND MATING LINE PIERS ARE REQUIRED. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT BOTH THE SIDEWALL AND THE MATING LINE AREAS, AS WELL AS AT THE END OF EACH SHEAR SEGMENT. ❑ COLUMN SUPPORTS DESIGN WHO SHE k 170 MPH = wt (ODrob) MA1a11A1 ANY MGM. MGtOS' LEAN Now Now on* us BE'I _ 11F9011100i L6Am 20 PSF L1PO4AE,CAIEOONMeC _. MIDDY. 10101E S1W MAN! UPLIFT MCOL. 7ff 11-m uPLrr VIOL i1PE IFUSS D'axDs) NxL IYFE Ta69 OGIIDSI ❑1 3 3 2x4 N 17.75 4739 0EN 0 0 3 3 2.4 N 17.73 0 �24739 14 2 2x6 N 17.75 �8 00 0 14 2 24 N 17.75 0 0 ❑3 3 3 2XO N 17.75 6418 ❑7 0 0 0 3 3 2XO N 17.75 O 0 0 N 0 - -14- ❑4 0 0 0 N 0 0 0 0 H 0 A = 46.11 PSF OSHMRWALL to to DESIGN-sPECFs:__ o--B-=12:18--PSF- fA1m on17rs scaoe � o C = 30.71 PSF WEOMPIIIAMWFarsa �� Ar eAa Ix9 o Au awe- D = 10 PSF wL raD11s DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 22 11 MF 29263 - O ovENTlna9No Fats 5 owHTB Mwc FORce 2054 LBS 2634 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 2aaea PlF 0PLF O avERTD aR1G FORCE: 6 ovERTUMmIc FORLE 2509 LBS 0 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE. 35a47 PLF 0 - 3 aTVTTDIaaaa FaNOE: � ovERTURNwo FORCE: 3226 LOS 0 LBS OESON-SEAR-V'AU•'r...� -DESIGN-VALUE: 357.32 PD 0 PLF O OVERTURNING FO2GH: O 1 OMMIR LNG FORCE: J2e lB5 0 lB8 wmm SODDtXE (NTNRO 9730 THDaM PANE - LOW E W KDCNS) lam" 9g W AREA (SO. Fr.) LIGHT (SO.�SQ.Fm VN (.FT 12 x 65 5.751 4.688 0 14 x 38 32W 3.274 0 14 x 4D A053 240 1e4 14 x H L962 a92 2,08 14 x 66 Lego 4.34 2A8 24 x 12 2054 1.772 0 24 x 40 6e48 1 4.88 2.46 24 x 54 2209 am a 24 x 60 10.2E 7.69 30 x 15 a91a 1331 30 x 27 5.772 a9 401.9 30 x 40 6625 e.28 114 • 30 x 60 12.761 9.98 3D x 65 14.035 11.0.E • 34 x 34 8.208 6.975 35 x 16 I 4AN 32M • M x 49 t0.Z02 7.71 se x Ba 1a2T 12.2 3a Y, 8 a632 =4 72 x 13 5.731 1 4.6M DOOR SCHEDULE DOOR IN9ff L AREA (SO. FT.) UOIf PRO(SO. VENT (ROxDm FT.) 38 x a2 21AN - 0 0 38 x 82 21AN 4.73M 0 38 x 82 21e39 5.7 0 72 x 80 40 32.54 16.00 10a x as 57.162 4681 24.08 �F TF6zF Le 0; 1 05 Q� b29 g 5 gip NO €: SENSE a-9. z Lis <E�J�11.�1 2<�U 25 Fs°tZ. FLOOR PW I. SOME oD0 SIM MAI 1 1ORMOl a ILTNLSLEW TO L /W DNmemm 3 SIDE IT= SMWI MAY SMFMWAFFROWD ARIL N l WEN ISTALLEil ANY 9 FOIFML°I AFE CN-SI L ILL RAMPS SEARS • 1 7. AC AND HIATM911114. 1atA@D 01-81c ay 16 my t Poo S0IsN IE-NMNYAL 611k. Ses W stF AIDA>s D t� -"1L Q INMZ SOW% ARE auWIL SDIIa E1C u sTllarv6a91oWI OF anIlmAWVGI IS TIE HAINAO1 A F Wal 910W Ww A P _ NIG0NWWMANigW (� A IR01 WIT Y UGAIm wll APPRO T RAN WTHOUT ANY BE ON FRAME OR AN OT-RED d W-APPROVAL 61IEg SYS7WI JUST O �4.5 FOOD, _AREA RESERVED. EON -LISTING -AGENCY -APPROVAL STAMPSs --- P PROW axamlm9xmA Y-9 ®IY10.Np. o P f OWxAO sW RM 1Aml9a to MM al®9laMW ° �`%• wwAvmOni ..�+ RaLxuAWm u 0 7-30-18 ?„ ND .� N e6d xma orlXr 11[ans>M � ��� Q uw AWA 40 Ps MA �aue1M 1pDi ,° laW IOAa wIMF MlA-3a6a1W4344 COMPLIES W/ 2017 FLORIDA RES CODE. INCLUDING ALL 6th EDITION 9 0 1ys-* •�%D�ii 3802 = * : j a RI �Inn�n� I s NNZ�1 V 6ar� ul g3 $ 700 L 1D19DSLEYAVE FLDURT, IN 45514 W41264-M5 mm= mmm Q-_ mmm m-_ Lamp DRAWN: _ D.W.H. CHECM: M.T. DATE: 6/22/2018 SCAU: 2OF15 WECt EI *.. C DWS: 170 MPH M000.1 MOD 1434 THESE DETAILS AND PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS THE CONTENTS OF THUS DRAWING PAOCAGE CONTAIN CONFIDENTIAL Alm/011 PR MELD INFORMATION. ANY LWA MORIM USA COPM G4 DISCLOSURE OR d506BUTNM7 W THIS PACKAGE. OR ANY W THE CONTENTS CONTAINED THDAN. IS SIRCFLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED 70 THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE WANKED. COPIED. OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO MUM FOR ANY PURPOSE WIROAT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOES THIS DRAWING PACKAGE AND ALL TIS CONTENTS ARE THE DICJUSIVE PROPERTY W JACOBSEN HMO, ALL MGM RESERVED. COPYRIGHT 216 COPYRIGHT `CJ' 2018 . JACOBSEN HONES SAFETY HARBOR FLORIDA. ALL RIGHTS RESERVED. BUILDING SINE 837 4 FL 1. 1. MINIMUM NUMBER OF GENERAL UCHTNG / GENERAL USE CIRCUITS REMIRM. 4 MD4YU1 (84. FL x 3 VA / 120 VOLTS / ISAMPERES - MEN NUII. OF GDMRAL UMUM / USE COnM FE M) 2. GENERAL UGH M AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: 2. GENERA LIGHTING / GENERAL USE - 887 x 3 VA - 28M VA TOTAL VOLT-AMPERES: - 25M VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT IAOO VOLT-AMPERE PER 20 AMPERE CIRCUIT. SOIL APPLIANCE LOAD: 3 x L500.0o VA - 4WD VA 3. LAUNDRY LOAD: 1 x 1.SOO.W VA 1800 VA TOTAL VOLT-AMPERES: - SOW VA - - -- - 4. NAMEPLATE RATWOF-AUL FLIED-AfliUNCES (IN VOLT­AMPMN - - CLOTHES DRIVER: DRIVER - 5800 VA RARE: - 8800 VA COOK TOP: - 0 VA WALL OVER: - 0 VA MIMOWAVE OVER - 2400 VA DISHWASHER - TWO VA GARBAGE DISPOSAL: - 1080 VA 4. WATER HEATER - 4750 VA OTHER - 0 VA OTHER - 0 VA OTHER - 0 VA OTHER:On- 0 VA TOTAL VOLT-AIPBES: - 25MO VA IL NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS ON AMPERES): RANGE HOM * 1 x 1A AMPERES - Lt AMPERES ERRAUST FANS* 2 x 0.7 AIPLIESS - 1.4 AMPERES 5 CEILING FAN(* 4 It 1 AIPBES - 4 AMPERES FURNACE BIDER (GAS / OILjr 0 x 8 AMPERES - 0 AMPERES 6. TOTAL AMPERES: - IL5 AMPERES MULTIPLY x 120.W VOLTS TOTAL VOLT-AMPERES: - 780 VA 7• 8. B. TOTAL HEATING AND AIR-CC(DRIONNO LOAD: (USE THE LARGEST OF THE FOLLOWING SIX SELECTIONS - (A) TE(U (F) - N VOLT-AMPERES) A 10OX OF THE NAMEPLATE RATING(S) 9. aF THE AR-CONOrnONNG AND / OR COOING (VOLT-AMPERE* 1 x 14400 x 100% - 14400 VA LARGEST 8. 100% OF THE NAMEPLATE RATNG(S) OF THE HEATING WHEN A HEAT PUMP 1D. IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING (VOLT-AMPERE* 1 x 12000 x 100% - 12000 VA C. 100X OF THE NAMEPLATE RATING(S) OF ELECTRICAL THERMAL STORAGE AND 11. OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS EXPECTED TO BE CONTINUOUS AT THE FURL NAMEPLATE VALUE SYSTEMS QUALIFYING UNDER 12• THIS SEW1oN SHALL NOT BE CALCULATED LARDED ANY OOER SECTION IN220JM(C) hOLT-AMPGiR) 0 It 0 x 1002 - 0 VA D, t00X OF THE NAMEPLATE RATING(S) 13. OF THE HEAT PUMP COMPRESSOR AND 05X OF THE SUPPLEN,EN4TAL ELECTRIC 14 HEATING SYSTEMS P THE HEAT PUMP HEAT NAP COMPRESSOR IS PREVENTED FROM 0 x 0 x 1002 - 0 VA OPERATING AT THE SAYE TIME AS THE SUPPLEMENTAL (TEAT, R DOES NOT NEED MERElQRAL CLEDrteC HEATING WIE M 15. TO BE AWED TO THE SUPPLEMENTARY 0 It 0 x 10D% - 0 VA 16. HEAT FOR THE TOTAL CENTRAL SPACE HPATRD LOAD MT-AIPows): TOTAL LOAD (IOk - 0 VA E. 8SX OF THE NAMEPLATE RATNG(S) 17. OF ELECTRIC SPACE HEATING IF LESS THAN FouR SEPARATELY CONTROLLED UN75 NO.T-AMPERE* 0 It 0 x 65% - 0 VA 18.G(S) F. 4GX OF THE NAMEPLATE RATN OF ELECTRIC SPACE HEARING IF FOUR 19. OR MORE SEPARATELY CONTROLLED LINTS (VOLT-AMPERES* 0 x 0 x 4OX - 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL 20. OF THE HEATING AND AR-CONDITGfD LOAD: - 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED N 2 TRD 5 ABOVE): TOTAL GENERAL LIGHTING / USE CRCUITS (2): - 20 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (3*- e000 VA 21. TOTAL NAMEPLATE RATING OF ALL FLED APPUANCES(4* - 25MG VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS (5* - 780 VA 22. TONAL VOLT-APBG6 (OOUSHM TOTALS 2-5 ABOVE* - 34451 VA L TOTAL OWNED LOIN (FROM 7 ABOVE): - 34451 VA FIRST fIXVA AT IOM - 10000 VA SUBTRACT TIE FIRST NLCVA FROM TOTAL COMBINED LOAD: - 24451 VA 23. 0. FIRST 1CLNA AT IOM - 10000 VA (FROM B ABOW1 24451 VA - REMAINDER AT 401 - 8780.4 VA SUBTOTAL OF BOTH LOAD COMBINATION& - 19780.4 VA 10. TOTAL COMBINED LOAD (FROM 9 ABOVE): - 19780.4 VA TOTAL HEAMNO AND AC LOADS (8) - LARGEST OF (A) TiHU (Fk - 14400 VA SUBTOTAL - 341180.4 VA SUBTOTAL DIVIDED BY - VOLTS: / 240.00 VOLTS MUDAAI CALCULATED AMPERES ES REQUIRED - 142.42 AMPERES t DECIRIC BE NCE PAD. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: �%so CODE (NBCLDADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES ING / STRUCTURE OF THE(FIXTURES) ♦♦% OR LAMP HOLDERS SHALL NOT BE PERMITTED. ♦ t\ ; WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE ♦� �.� ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO INSTALLED AS FOLLOWS: : ON THE WALL ABOVE THE DOOR OR ON THCt LNG, (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH -OR CIRCUIT- PROVIDED THERE IS _A-MINIMUMCLEARANCE-OF-12- INCHES -BETWEEN THE LUMINAIRE-(FIXTURE)-AND-THE-N BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING POINT OF A STORAGE SPACE. ' LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE N ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING STRUCTURE. POINT OF A STORAGE SPACE. �I� is (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEIL}�IJey / HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST �� EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF' POSITION POINT OF A STORAGE SPACE. ' THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE PROVIDED THERE IS A MINIMUMCLEARANCE OF.6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE POINT OF A STORAGE SPACE. CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN -CABLE -,OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), BY OTHERS. UGUNG TRACK, PENDANTS, OR CEILING -SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS 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 (UGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE USTED FOR DAMP AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN 26. FAN /LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. ACCORDANCE WITH THAT LISTING. 27• THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 19. SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE (NEC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). ALL 120-Vq.T, SINGLE PHASE, 1S- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS LIVING ROCUS6 DENS, FAMLLY ROOMS CLOSEM HAM DEMO ROOMS KITO EM LAUNDRY ROOMS, A. SIDAt ARFAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT WERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A 'HUSH' BUTTON. - CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL 2DOAMP MAN PANEL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE ECU. NExr°N®NO90=00taenAawe�aeaaoaeTE� THE DISHWASHER, AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT tLINTM Owmc@- xTWTDm RY tam A1Nt ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH 120/240VOLT I® �D+�° �DMetMMM"uwmmmsWNO*W4OF1% GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED SINGLE PHASE �� T�/# 0t WIDE Foam wMM CIPMM 14LO /IMIAIO f81WG AND. MxN M1ExOA1� zm APTPHIEx IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL Ir�w 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 OPTIONAL 08 (AVG) COPPER WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. I OR 2 ADDITIONAL 1' CONDUIT DROPS GRWtD (NININUN) INSTALLED PER NARONL F7FCIRICAL CODE GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. MAY BE ORDERED GROUND YORE IS ON -SEE, BY OTHERS. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE MID INSTALLED FOR FUTURE USE REFER TO NOTE 1, 15, & to ON SHEET. LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL. AND NOT MORE THAN 2 NOG DIAMETERMGM 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWEWNG. METAL Oft RIGD NON-1METAwc WNoulr FOR EACH DWELLING UNIT OF A MULTIFAMILY DWEWNG WHERE THE DWEWNG UNIT IS 270 (AW'O - COPPER - PBH HIM 310.15(BXe) LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, 200 )UO AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN IMMICZAL �S� ��� 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWEWNG. IN DWEWNG UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. TIE 8OMM PANEL MINI MANOR SN WAY BE iNGFM RRIN THAT 1ETeWt 111E F DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS mrRErla TIE WE THE UKIN � Et•ADED AD ELIIRAIIG: NA11. rNG ICU TIE OGxECf WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET eqI TIE OBO1f HIO THAT G a OF= AT /Q Uc am ND o :xl-tx4' Tn OOno Re O MUriaLTDHOFM SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE HNNo ANWWALICU DEAWSTI Rmaa1Y 1uTWD JfWOCOOI BASIN COUNTERTOP. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELUNG UNIT a ,AREA RESERVED FOR USTING, AGENCY APPROVAL STAMPS: PpPROVfO �..�„ v. .�� 0 o sw 0 7-30-18 NO A N �1aT wo„vnanr 000111101 F nu y O mWlxm 4 WlaxAATDY1x SIR AI,A® x,Kr,cMmY.�,e,V .w. xe o:ep :wee Tuxlla wN AM'teOAt oxW WAmN UZI op�w x�."ml s10-Iror xx5�ro wol-�'ua CgRTER 8"�wuvrimae"'reli'ii i C0IPHES 112014 FLORIDA REL COON, N I 3802 6. r i ==O COUNTY ROAD 10. WIn A OOSHW, IN 4652x (5141 R50.5515 h PRAWN: C. MYRICU CHECM: Y.T. DATEt 12/7/2015 SCALE: 3/1e - Y-0' SHEER 4 OF 15 VVEC: EVw C DWS: 150 MPH Mopes: MOO898-RI THESE OETALS AND NAS ARE CONFIDENTIAL AND PROPRIETARY MATERIAL THE CONTENTS OF THIS DRAYNO PACILME CONTAIN CO FIDOIOAL AD/w PTOMETED OEOeU:wii. ANY UTAUNO m US;, wnm nawsm at 06RtBUipG OF TF6 PAwAw. OR ANY IF TIE CODERS TOTALED TFDEEIK tS snamY RT0161FD BY JACOBSEN HOMM AM MAY 9E UEAWRA. THEE YAM S ARE PROYCFL TO THE RFSFENT FOIE MEMO PURPOSES ONLY AND DIAL NOT TE SCARED. C0496 OR OINERWg REPRODUCED AND/OR OLSTRDUIFD TO METE FOR ANY MHOS: "OUT EXPRESS HI9TRTI AUTHO OFATIOt FROM JACOBSEN HOMES THIS OBAWFq PACKAGE 00 ALL M OONWFS ARE THE DE,STW PROPEMY ff' JAODBSN NOEL ALLTOO! REED. CorMaHT 2M COPMONT © 2015 . JACOBSN HOES, SAFETY HAtBOi, TIARA ALL RIGHTS RLgRT43 y Eft I ELEC>itICAL SYMBOLS LEGEND R�PMOLS m ®� TWKAL TIM.LL T01WG Cho VRT 240 VOLT w0 VMT ellloo ] s S 1111ClJ. }YT nECIr LL►AEL TMAtDTMT m alolTt 1 1IMMI1YQNM JJNOD21 MCIM AT FOOE umt ttGDE W ROM W ROIL ® FFmR 1 Y /TINY �+ d �l AIMI WERO01® W19WIDIm6 /m2001 WC 10.0"M REP. WLID Fffr. Ago w i �i Am a�A AGEMIL NTAl1ID TIaIIR I[-Ii 0, 2 C�� n112EsmtT LIOIf Rf m IIGNf OINO FA1 FAN PIFP DIT Sa REP. Oome.Y WIT REP. IEEElTIEOEFD ■ m1DE G N11G106 OTT a 7 DEADER RSbTANf IEDND) STAt0Al1D PO9DOED aasga 6,510:T IFAIL ",,m Dom SWBG. tar ff USEo FMAW mBa DEN 2 a>Ro oL FAI - ID IIOR 2062 DEN 1 eEtO1 E F w 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & UGHT 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). SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS} 1. IN EACH SEEPING ROOM. 2, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS LOOK, 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS IN 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 ELECMCAL CIRCUIT SCHEDULE LPN 0GG SIM ammm► (WmIT"mlowD m0R G1F SMALL A►IYANM - PRO FAULT/WO AF/WO - M 1-2 It mmm - Cm IT !wT 119m NA NA m I®IYm - Comm NOT IISm SIAIL AFFUMM - MC FAIIT/WO ArATFO - 20 12-2 O R®i\1D - Craw NOT USED m KA I2 RDImm - atQR NOT U9D OPT. 1Amaw -Area F"T/Wa 20 t2-2 13 Va. Nm7m (WO) Wn - 20 12-2 a NVAC OEATNO/AD) - BY ORES 1WINL AWVNIM - ARC FAIT AF - 20 12-2 lA RAN RFXDPTS (WO) WO - M is 2 24 MW ALARM &MIRCORIMED/Ah MNEFX PUFF SE - ARC FAIT AF- 15 tat le WATER H1ATm 20 2D-2P t2-2 a RESIRMTD - GORY Nm USED aDERAL PU INDSC - ARC FART A -1a 1a2 to 13ECt1aG RANM 40-2P w a RMORRD - QNAT NOT usa ODERV. NIE'OS - AAC FART A - 1e tat 17 OPT. fA91EA9ER - AIIC FAAT/Wa A/fi0-fa 1a2 27 NEWSO D - aiGRT Nm use GD*M PURPOSE - ARC FAIT A - la 1a2 to OPT. WMAM DISPOSAL -ARC FAULT AF AOl2- la 1a2 m FE�i1TD - GR= NO USED �A. PURPOSE - Aw FAINT AF - la 1a2 t1 LAWORY (WASHDG - AG. FAIUV W NAFA - 20 1T2 a TEEM - CROW NOT USD Oulam PUROSE - AAC FAIT AF - IS 1a2 20 IAIEDRY (ODDLY, mwo ](FF To-] >b Rcg1AWD - OtORf M0T IIIm SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL ONE REQUIRED -RAM■ ON Da WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ' ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. v W.-MU134434 TOTAL NUMBER OF CIRCUITS USED = TOTAL NUMBER OF STD. BREAKER SLOTS USED = (NOT INCLUDING DUAL OR PIGGY BADC BREAKERS) i DOM W9C0OL T]WIa AMPFIROS AIPIDIS u 7 201E IL ♦♦ R. �� � E v •iO � * 63802 REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR �# WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. LOOKI 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR' (WEATHER RESISTANT). LOOK REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 1. FOR A ORE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 11/2 FEET ABOVE GRADE STALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELNG. IF THIS UNIT IS TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR OUTLETS (AT GRADE LEVEL) SHALL BE INSTALLED ON -SITE, BY OTHERS I.. _ _ _ _ _ _ - __"9R-J•7dt+.iA3Aa-AS.Fi6AF+FqrlJ61 mc"_imous- _ ._ -- __ _ _ _ I 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL 2. owma 3 -AIL i2 vo , mmE PHASE, 1} AND 20- APDE mAmm OR== SEA>PL7E10 wiLEm N AL [EDIM0113 U ROOMS COPS FMALY RIM CLOMM K.M ONO IMM M-M LAOUMY ROOM 4 9 ARDLt 9 E PIIOTFCED er AN AAO-FA LT LULwT INTBaavmL mmIATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT 3. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A 'HUSH- BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR SLING MOUNTED (N ACCORDANCE WITH TIER LISTINGS). 5. ANY ADDITQN OE-&-EQSSL-EUELBURNING- TEASEFLOR-APP_UANCE-OR-AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). 6. UGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH CFCI PROTECTION FOR PERSONNEL.. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL 8. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED PATH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. S. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE 10. IN ALL BUILDINGS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE -BASIN�AUN7ERTOP 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 12. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL. WILL BE 80 INCHES MINIMUM. CEILING FANS HAVE BEEN INCLUDED IN THE ELEC. LOAD CALCS IN EVERY ROOM, THEREFORE THEY CAN BE INSTALLED WITHOUT ANY PLAN REAPPROVAL 14. SWITCHES RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESDTANTS ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE M (NECK 15. FOR 'ON -FRAME' MODULAR PLANS THE MAN ELECTRICAL PANEL SHALL ALSO BE BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT IS INSTATED. A BONDING 'JUMPER" SHALL ALSO BE INSTALLED BETWEEN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REQUIRED BONDING/GRCND CONNECTIONS SHALL BE MADE BY A CERTIFIED (LICENSED) ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS) AND ARE SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION, 16. THE MAN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM)+TOM-*M- ACTORY-ET-IS-7HERFSPONSIBIL-TY-OF-THELICNSED-ELECTRICAL-CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATION ON -SITE. HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 25' OF THE HVAC EQUIPMENT (UNIT). THIS REQUIRED RECEPTACLE SHALL BE INSTALLED ON -SITE, BY OTHERS (BY A CERTIFIED ELECTRICAL CONTRACTOR). 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS 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. 3. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 4. THE HVAC UNIT & REO'D. ELEC. IS SUPPLIED & INSTALLED ON -STYE, BY OTHERS THE SONG MID INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM. AS WELL AS ANY REQUIRED EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUALFlED, FLORIDA LICENSED, ELECTRICAL CONTRACTOR AND IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCH. JURISDICTION HAVING AUTHORITY. THIS ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER SIZING AND INSTALLATION OF THE ENTIRE BUILDING BEFORE ANY POWER IS SUPPUED TO THE MAIN ELECTRICAL PANEL OR ANY PORTION OF THE GUIDING. RF.TGRDGV-fVl[-WDIIRV-/►VGRYI-,N,C�IIV7//U.-IDLARI�JS -- '-- maevmoHmU "' 1®ucloAm a P.EROVfO OmRAltm so mIANOp IA MPH 7-30-18 y NUPYDDaRi �° NIN ROM , N xMLevA Np1YL00R wnRAwmeo NO w wW xDgm to lEn �� C � IU0NAR1 114011OAP a Ps WUMAEDOm too v . e°utOAu aPs Ww LtT-]aeatulaw]- - COMPLIES W/ 2017 FLORIDA RES. COCC INCLUDING ALL eth EDITION 1111, IEARDFLEYAYE OXHA T, IN IM14 IST4) 264474s p REVISIONS 0 BY I DATE 6&A LAI �IDRAWN:_ _ CHECHI D: N.T. DATE: a/22/2oia Ste: 3/16' - 1'-0' SHEET: M OF Is WEQ Etpoatm C DONS: 170 MPH MODEL: MOD 1434 I THESE DETAILS AND PLANS ARE CO101DENDAL AND PROPRIETARY MATERIALS THE CONTORTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL, AND/OR PRIVILEGED ODORMATWL ANY UNAJMOR® USE, OOPTNO, DGOLC RE, OR DISTRIBUTION OF THIS PAOGGE, OR ANY OF THE CONTENTS CONTAINED THF7IN, IS SMMY PROHIMED BY JACOBSEN HOMES AND MAY BE UNLAWIIA. THESE MATERIALS ARE COPWRfi1T'CJ 2018 , JAO®SFH HEIRS, SALTILY HALBM, HTAwDA ALL RIWI75 Rt'4AVED. PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCADID. COPIED. OR OTHERWISE REPHODUCD AND/OR Cim SIUEMPRESS TED TO OTTERS FOR ANY PURPOSE WITHOUT WRTIEH AUTHORIZATION FROM JACOBSEN NdIES THIS DRAWING PACILA E AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED, OOPYRICRT 2qe OTDN AEFR YM LWO TMM HAY ff 90nMIED F MAOMM UMW AME 12 NOT E MMM ALL Mn MTAFM DINT Me FMAOE AM BASED CH M MAX AUAWARE OEM ROOF ANOLF WMIED ADM 4 FOUNDATION VENTT ll& AND IS SI&ECT To- LOCH CODES AND iNSPECRONS }� PER ENGINEERED DESIGN SO WALL FOIlrDATM SHOWN - TO FOUNDATION TYPES NAY BE UTH M. .® 0"� ®NLOM /\ NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS ANO MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. 'JACOOSON 600 PAACKAO COMM S,ARrY HARBOR, FL 34695 727-726-1138 W� Mom' 0; • • y' E].EVAiION NOTES '. SEE CN055-SECRON FOR ROOF VENRAiION 36• TYP. TYPICAL FOUNDATION 1C X B• TYPICAL VENT FOUEOAiION DESIGN/CONSTRUCTION ON -SITE, BY ONE FOUNDATION VDW ION AND IS SUBJECT TO LOCAL CODES AND WEaQ& PER ENGREM DESIGN STEM WAIL FOUNDATION SHOWN - OTHER FOUNDATION TYPES NAY BE U)M. MWA71ON NOUS: m 1. FOUNDATION IS INSTALLED ON-511E, BY OTHERS & ROOF VWIIA710N MAY BE ACCOMPLISH® THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL AND IS SUBJECT TO ALL STATE AND LOCAL COTES THE USE OF EITHER V047LATO EAVES OR ROOF 14. SOME ITEMS SHOWN MAY FFAUOE SITE INSTALLATION. AND INSPECTIONS VENTS OTHER OF THESE METHODS MAY BE USED 14 WE ITEMS SHOWN MAY BE ON-= BY GRATIS. L SOME I7EMS SHOWN MAY BE ON -SIZE BY OTHERS. SEPARATELY OR IN COMBINATION. I THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL SITE M31S MAY VARY. NOT COVERED BY THESE 9. ROOF OVERHANG (EAVE) SIffS MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM BE ACTUAL ELEVATION APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/Y AND SIDE EAVES OF THE I N& SIRUCIURE ITEMS WC H AS SIDING TYPE 3. *M INSULTED. THE GARAGE FLOOR MD RE0 VARY FROM iD' TO S. NOMINAL SMA SINGE TYPE. SHUTTERS DECORATIVE ITEMS, ETC- MAY FOUNDATION ARE aN-SHE. BY OT m 10. RATH E*IAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. t ANY STEPS AND RATS ARE ON -SILL BY OMM DITE TOR OF THE BUILDING AND SHALL NOT EQUUST 17. STEPS AND RAILS ARE ON -SITE. BY O1FM S LANDSCAPING TYPICAL. ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONfFNID SPAEE IL ENGINEERING FOR SITE ITEMS BY OTHERS. Q AC AID HFArm UNITS ARE INSTALLED GN-SITE. 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY 19. ALL M31S RELATING TO ACCESS ERH ON THE SITE ARE BY OTHERS RD MAY BE RELOCATED FROM SHOWN. RE -APPROVAL OF THESE PLANS (MAY BE'FUPPED' DESIGNED AND INSTALLED BY 01MM MOT JACOBSEN) AND 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO ETD). ARE SUBJECT TO DEMOTION AND APPROVAL BY THE LOCAL SE EXTERIOR MAY BE CHANGED BY THE BUIUM 18 FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTROR". CONTRACTOR. SUBEM TO LOCAL APPROVAL FOUNDATION VENTILATION IS ON -SITE, BY OTHERS 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS EWM FOUNDATION PLANS ARE DESIGNED BY OTHM JACOMM HOES AND ITS 7HOD PARTY APPROVAL AOOWY(S) ALONG WITH 7HE ARCH= AND/OR WGI EQN OF THE BUILDING PLANS SHALL NWT BE HELD RLSPGNSBIE OR MANE FOR THE FOUNDATION DmGN AND/OR COLSEQIENTAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. i �7 I3U6 *: �B R - --I �A - E. t1 . lwfllaR AREA RESERVED FOR LIS7iMG AGENCY APPROVAL STAMPS: PpPROVep m 1ia1 ^Z' • Jy wm � r.r n..vm� 1 7-30-18 NO � In � misr ��... ma, AmNNN s^ � n n. H� veafwa�I 4 Z�,� PyyO �,.�„� R:M•1ti•• not Nva•I w.. wn:cua�e'ao.A•� x .�A�rrwm �ve��io m• CARTER U' �"�'io airr7wir.o,.i'' �• - COQUFS W/ 2017 FLOWA RES CODE INOLONG ALL !tlI EDITION s N o Nil 700 i. OnIRD9E7AVi nxNAW,.N aml• Is7tj 161-07�5 ' I 0 DRAWN: DARK CHECKED.• U.T. ]DATE: 9/22/20e SCALE: SFREis 6OF15 WEC: Evmm C DWS: 170 AIPH MODEL: MOD 14M TIMR DETAILS AND PLATS ARE 04E1ORNAL AND PROPRETARY MATO M.a 1TE COI((RNIS OF I= DRAWING PAO:AGE CORAN MEIONRM. MDATR PTOMEOD INIMRATIOL ANY UNMRIIONhD USE. CO nM M^OR CR WIMMO1 OF 7M PACRAOE OR ANY OF ME OONTENIS CON TMED 71EIIM R 90MY PRO®TED BY ODMSEN HOM AM MAY BE UN AW11. TESL MAIMALS ARE PROVDED 70 M RMPM FM S IMM PURPOSES ONLY AND SHALL NOT BE SM441A Cmm. OR Onmwm LEPRODUC D ANDACR Daum= TO ODORS FOR ANY P ir= WIIHOR EXPRESS W W 7W AURIORQAIION FROM JACOMM HOM. TES DRAWING PAMM MD ALL ITS 0=13 S AGE TEE LOT`= PFWP OF JA008M HOMER ALL ROM fESOIIVEL. COPNOOR i°y COPniair 0 amD . JACOBSM NOMM. SAFETY HARBOR RMA. ALL ROBS REM?. . 9 GALA NPROWD. Will OIL® WY HE e184mUIED F YAIOAIY MIT NaE I3 HOT o®Ol. ' ALL cALC3 OWN= WmN TN3 rAmm AIE &mm ON TI[ wx u omE oE%m ROff Ma; 34mm AWOYE. FOUNATION VETNOLATION AND IS SUJECT TI) LOCAL CODES AND NSPECTIONS. PER ENGNMED DESIGN SIN WAIL FMATON SHOWN - OTHER FOUNDATION TYPES MAY BE MM LOmQ� ^ Lm NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHLITTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. +o 7P 11t(1 f • ,: .. ELEVATION NOTES.• ' " 3 • . s SEE CROSS-SECTION FOR • .• : f' ROOF VD(M AEON 3C TiP. TYPICAL FOUNDATION IV X B' TYPICAL VFW I FOUNDATION DESIGN/CONSTRUCTION ON -SITE, BY OTHERS FOUNDATION VO ATION AND IS SUBJECT TO LOCAL CODES AND NSPECTIOWA PER MUM DESIGN STEM WALL FOUNDATION SHOWN - OM FOUNDATION TYPES MAYBE MIMI. G 8"AIMON. - - - ❑ ❑ ❑ ❑ ACOO - --- 1. FOUNDATION S INSTALLED ON -SEE. BY OTTERS 4 ROOF VENMATION MAY BE ACCOMPLISHED THROUGH 13 SOME IIELS SHOWN MAY BE OPTIONLL. AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF ETHER VENTILATED EAVES OR RDOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. 00MF—] HOMES Z AND 4ITEMS SHOWN SOME (TENS SHOWN MAY BE ON -BILE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE VENTS ETHER R IN THESE METHODS MAY E'USED SEPARATELY OR N COY&NATION. B. ROOF OVERHANG (SAVE) SIZES MAY VARY. TIPICAL IS, SOME ITEMS SHOWN RE BE ON -SITE. BY TUR& 14 THESE F1E11ATIONS ARE TYPICAL ARCfIlEC1URAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS, fRO4T MD REAR EAV6 AM 13 1 Y AND SOX EAVES OF RE FWL STRUCTURE ITEMS SUCH AS SIDING TYPE, 3. THE GARAGE FIDOR AND flE0'D C VARY FROM 10'ST TYPE. SHUTTER$ ITEMS, ETC.. MAY FOUNDATION ARE W-SINE, BY OTHERS FW 710N E 10. BATH EXHAUST FANS SHALL BE VE711fD TO THE A HALL. BE ONS SHOVE VARY FROM THESE B,EVAIIONS SHOTdL VARY 4. ANY STEPS AND RAILS ARE ON -SHE', BY OTHERS. IXTETQOR W BE BULDN0 AND SHALL NOT E7OIAUST 17. STEPS AND RAES ARE ON -SITE, BY OTHERS 014F❑ 5. LANDSCAPING DSCAPING TYPICAL. ON-S M BY OTHER& INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. 14 ENQEIItNG FOR SITE ITEMS, BY OTHERS N500 PA00 RD CO�TF 6. AC AND HEKINO UNITS ARE INSTALLED ON -SNUG BY OTHERS AND MAY E RELOCATED FROM SHOWN 11. THIS BUlU NG MAY E HUMORED WITHOUT ANY RE —APPROVAL OF DE E PLANS (MAY E 'PUPPED' 14 ALL ITEMS RELATING TO AMITY ON THE SITE ARE DESIGNED AND INSTALLED BY OTHERS g(�p,T JAtOEiS�N) M O 7. ELEVATION R TYPICAL ONLY. ON —SITE PORTIONS SIDE TO AND/OR END TO LID} INSPECTION AND APphOVAL F1Y lE LOCAL ARE SU&ION ��- $,�' '(Y $Q]� }'�, 3�95 OF ET(IEFtlOR MAY E CHANGED THE RAIDING ioN ALL 1Z FOUNDATION VENTS ARE HIS A AUT HAVING AUTHTR �y L COHIRACICR. SiS.ECT TO LOCAL APPROVAL FTAADATION VENTILATION 6 ON —SITE, BY OTERS ON— GTE, MAY BE NUI E— 70. MAY E 1OdNORED WITHOUT RE —APPROVAL OF PLAINS �� 72641 WEEK RIUNDAIIG N PLANS AM DESIGNED BY OTHEM JACODSEN HMMS AM HIS TFIlW PARYY APPROVAL AGENCY(S) ALOHO WITH THE ARCIOIECT AND/OR f 0NMR OF THE MUM PLANS SHALL NOT E HERD RESPONSIME OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF IM SUPERSIRUCWRES STRUCRRAL COMPONENTS AND SYSTEMS RELATQD THERETO. THESE DETAILS AND PLANS ARE COfM MAL AND PROWETARY MAMA" THE COIBDRS OF THIS DRAWO PAOIAOE OOOAN CIVE MUJ. NO/OR PRM1=0 ILFOWIATON. ANY OMUWO(® USE. O VYINX DWLO9= OR WE E MMM OF THIS PMKW. OR ANY OF THE CONEYS CONTAIED TH EFSK IS MRCILY M111=1 BY JACOGSH HONES AND WY IE UNUITUL THESE YATERA S ARE PROMM TO IM RMPIFNT FOR MWIC KWIMM CKY NO SHALL NOT BE SMWED. COED. OR WIMMM H6RC XM AND/W OOIROUIM M MOM FOR ANY PURPOSE UUMIT E70IMM IIWTIEIN MTRO OATION FROM AAMBEN HONES TIM DRAYYD PAO(AM AND ALL ITS 0WITNTS ARE OE DnU%W PRMgW OF JACO M HOES. ALL MOOS RESDOFD. COPTIWOR Me 7-30-18 ■ IN Mimi ■ Mae I • � � I5 a� • : a tj 7 no E. 3FARWELEYAVE� DMHART, IN 4014 (n4126F Cl 40 pw euxvum•u. -•,..o. M M M7tiTmOR ka z 0 r=IIIIIIIIII 01—m I mm= mm_ mmm m-_ m-_ Lamm, DRAWN: o.WX4 CHEO®: Y.T. DATE: 6/22/2018 SCALE: 3/16" - 1•-O' SHEET: ' �ni�i�vieE�vo�o•o nc%7uii / ®A Is. II� •�iaiim"'��i't •o•uya� :• m ..•.1NIr YI•I n�i•no am40 Lem 4 CO PLES W/ 2017 FLORIDA RES. CODE WIC: ALL fih EDITION DWSi LEV�CNCUDNG MPHMODEL:434 00PIW IT Q 2018 . MMISDN HOES SNE TTY HNSA F10WA ALL ROM IUD. M PLUMOI LTG EtlR/A S: I. 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. 3. TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSGLI.ED). 4. THE BUILDING DRAIN AND CLEAN -CUTS. WHEN DESIGNED BY OTHERS AND 97E INSTALLED BY OTHERS. ARE SUBJECT TO LOCAL JURISDICTION APPROVAL EL THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS). O. 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 -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL & ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES B. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH TOm WATER INLET- TO THE BUILDING (THIS 94ALL BE INSTALLED -ON-SITE BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL 10. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. U!0 ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE BY OTHERS). 11. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE, XPVC OR COPPER. 12. WATER SUPPLY STUB UPS TO BE 1/2' 13. ALL SUPPLY 'CROSSOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL % 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). te. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 17. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. J r W)O RN1 WOOF (SEE RAN FTR,WCAMN NOT EaErED ALL RA" wvkmb it it pL o � you )Do" � sCALE: Nis 1 1/r VENT TINT ROOF OR J LIM All ANNA= VALVE (A 10 OR JM W/ r TENET no t/r r WA WET W1O VAL T r A R IC. WO #DMW '" A SCALE: Nis b stow EOM= OISTANE OF FnfitE TRAP FROM VENT SUE OF TRAP (TAOEST Sm 04016 FIR EDGE) MSTRICE FROM TRAP (FEET) 1 t/t ,/t S-0' + +/r 1/4, W-0 r t/4' 8'-w t 1/0' tIY-0' TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND TESTING IS REO'D A LICENSED PLUMBING CONTRACTOR IS REARED TO MAKE ALL CONNECTIONS AFTER THE BUILDING B INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DEEMS, WASTE, AND VENY - DWV SIiTDM). ALL ON -SITE CONNECTIONS ARE SUBJECT 70 INSPECTION AND RENEW BY THE LOCAL. JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE COFOECDONB HAVE BEEN COMPLETED, THE LICENSED PUMUNG CONTRACTOR SHALL PE7iFUN ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. DODO 1 Vr VW TIED ROOF OR J USED A., AcoNQHCE VALVE (My OR JON W/r VET SIOIER r S iO fM o L SCALE: Nis J� t 1/r MW 711R0 ROOF OR L6RD AN ANWFTera VALVE (AA1) k"ll®r, V/r 7 .WO )DO" - 2 �g SCALE: Nis r VOIT ITNI ROOF J r uK t t/r r WA �r WATER WATER PAN SHALL E 24 GA GN.V. STEEL (OR EQUAL) 1 1/r DEEP MNIML ANDOF StWRRWNT BE NO SHAPE TO EIDVE ALL DFFPIMS ON DOOF RATE FROM THE WATER HEATER TBPBMAI E AM AM TIE MUM FROM BE ISO VALVE R VALVES PRESM FRO WAVE BE PAN SILL E GRAM BY ANMd= HASTE Ri M LEM THINE OE (t) NOI N OAETER OR THE coA1EUR OF TE OUTLET 4: 1E EOiED IINWF vLSELs) iW40EWA s URtER. NOTE WATER HEATER OUTLETS atom ON ImLA TOP MAY E LOCATED (�l4 ON SE OF TANG H W TE FERATUE AM PITMAN A E IR117 VALVE GRAN WY A E Ommum INTO THE E T WATER WATER SAFETY PAN R N NOT (PEE FPC 1104AI) WHEN TEE DEGIME FROM THE RELIEF VALVE" IS TO. BE Dow DISDWi® NTO-TEWATR EATER PAN IT-SHLLE— PM RAL-SOE OF THE VALVE OUTLET PPE TO A PONT MUM HEATER NOT MORETHAN TWO (G) 11O6 OR NOLESS THAN DE PAN WITHGRAN (1) OW ABOVE TIE PAN HOOD LEVEL RE WATER NET MAY E REILGTBI 11121 1' I'llam TVFAAL WATER NET 100• OVERFLOW TUN FLOOR A MAN SHUTOFF VALVE OR INTO PAN FM A VAOAY REUM, SOUL E (SE NOTES) mmm BGN NE ON -SITE, BY BY aim AM SLAM= TD LOCAL. I EWION AM APPROVAL q A WAIN HfA MML t ,/r. THRI W: Ns J 1 1/7 WItT OWN ROOF E6oD ATE AOWTTAtItE AmE (M J I V AR A VALVE (—MV) W1 r ME (M14 OR J011 W/ Y VEIN LAV. - WASWR SCALE: Nis t/r %ENIT THIN ROOF OR LWED JAR ADMITIMtE VALVE (AAV) W. SON pa SCALE: NiS • WAS SCALE: NU AREA, RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVCp tee. o rm owl ..,,.A..,.. o 0 7-30-18 s „��„,,,, NO X to mt ita�seawaxn FR 9y .� �n>t. u:nVs�iA6raor.°isAow'rlaTo�a CARTE R IF P aowu F11 '�.11 nowu'oMdw VA COOEES W/ 2017 FUDWA RS. CODE NCIDDNG ALL SM EDITION 18 9t3802 Ay1 n A '1/111111tiL� e l e W aa� 700 E BFAADAEY AVE UKIUUO, N 4664E In6126A�u a z D mm= om= Q-_ n=� DRAWN= aw CHECKED: M.T. DATE: 8/22/20E8 SCALE: 3/16' _ I'-0' SHIM, a OF15 WEC: Expos. C OWS: 170 MPH MODEL: MOD 1434 TREE WrAES AM PLANS AE 02fU OUL AM PROPMARY MAMMA THE CONIQOS OF T16 common PAwmat OCRAN C10 momAL NO/OI pma aD1 oWgmmm ANY UNNRNOR= = COPING. —Doom O, OLSGtNfIMYI OF m PA xmF. at ANY OF THE a wmm aWm"m Dom m SROM1Y PROBTED BY JA ORE N HOES NO MAY E W"Wil. DESE WTHEAL4 NE PRGVEfO TO THE LELm.T1T FOR SPEOM PURLS OLY AM SILLL NOT TE SOAFNA 03-M OR aNFRMSE WFICONOD AD/W DISTMUTD TO OTMM FOR ANY RMPOSE WBTONT DPWS WR71HJ WDIOFflXDD / FROM JACOBSON HOMES. TIES ORAmW10 PACKAGE AO ALL MB CWTNDS AE THE MTOOWSVE PROPERTY OF 4WOE SIN MOOS ALL ROBS ME RVED. COPMWT Wa OOFIROR C 20t. . JAOOFSEN HOE36 SAFETY HARBOE, FUR0A ALL RIcoOS F=r. D. El WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET COLD HOT POTABLE WATER SUPPLY_ SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL BE TYPE 'L COPPER, CPVC. CROSS LINKED POLY- ETHYLEW OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL COOE(S). 2, WATER HAMMER ARRESTORS NOT REWIRED WITH NONMETALLIC WATER LINES. X WATER HEATER PAN MINIMUM DRAIN TOEOTTHERS)Q1 THE EXTE80R OF THE BUILDING G ( N�SITE, BY 4. THE WATER HEATER TAP RELIEF VALVE SULL DRAIN TO THE DOEIOR (ON-STE. BY OTHERS . 4 THERMAL ANSON DEVICE, IF REWIRED BY WATER HEATER INSTALLATION INSTRUOTIONIS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL 6. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FREER m WATER INLET TO THE BUILDING (THS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL B WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EMERIOR WALL INSULATION. m - AI! WAYM-UNES-LOCATE-D-N-ANY-UNCONOITONED-SIACFS-SHALL-BE-eMLATED— WITH MINIMUM R-6.8 INSULATION (ON -SITE BY OTHERS). 75' X 1/f 647 X 3/4' 117' X 3/47 HITCH 5H0,17H `r SINK % I� A 1/r x WC x M .'N LAV °O 7" INLET i3 IrE MAKER • X 1/Y 242X 20V X 1/Y \ CROSSOVER x X 3� 67�' X 3/4' M ^ LAV g e WASHER WE 155VX1/2' � SHOWER b3 � y 4 mi E Ell v W�� fill Ills V X 1 r 80V X 3/4' 52' X 3/47 137)T X 3/4' OW HITCH SHOWER SINK E LAV qq `fi b Imu YeR 1 YHp 33a I' of�� k In ;;CROSSOVER illsIkl a 8 1•�T X1/Y LAV �8 X WASHER 155 X 1 __ v SHOWER pp 9� Si1TE_IIVSRECTIOLVS_J4ND. TEST-11MG.IS B. WATER SUPPLY STUB LIPS TO BE 1/Y A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS 10. ALL SUPPLY 'CROSSOVER' (MATING ONES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS. AM SHALL BE SUBJECT TO LOCAL APPROVAL AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE MATERIAL A NONABSORBENTFLOOR 11. ALL SHOWER STALLS SHALL BE COVERED WITHABOVE TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE 12. OTHERS, PROVIDED; ALL ALL FIXTURES FOR SHOWER(SALL BE SUBJECT TO LOCAL )TUB(S).AG/OR TUB/SHOWER LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE MA)aMUM OUT SHALL ER CONTROLLED BY 41 APPROVED MOOING VALVE WITH A MATOWY OUTLET TEMPERATURE OF 12.0' F (48.6'•C� BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL 13. ALL LAYS SHALL BE CONTROLLED BY AN APPROVED MOONG VALVE. INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION 14. DaEIOR FAUNS HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BRENDA INSTALLED PER THE P2503 OF THE FLORIDA CODE. R\ MANUFACTURES NSTRUC00N& EXT. FAUCETS ARE INSTALLED ON -SHE, BY OTHERS. 16 ALL ON-STE PLUMBING SHALL BE CONNECTED OR NSTALUM BY A LICENSED LOOK! THEM WONIS AM PXS ARE CO FDENT& NO P OMETWY MATDIALS. THE CONTENTS NTS OF THIS ORAIOO PAORAM MUM CONFORMAL NO/W PRIME® WMADON. ANY UIUMTHO IM = COPMO. I33n names OR D6'DBHIOH OF TIM PAMMr. OR AIRY OF ME CQOFNIS C HAM TQIZR. M STFWMY PPORBIED BY ACCOMN HMES AM MAY BE UN.AW11- THESE MATERNS ARE PROVIDED TO THE REOPEN FOR SPMFTC PURPOSES ONLY AM SHALL NOT BE SCANNED. COPED. OR OTHERWISE REPRODUCED MOOR DISTRIBUTED 70 WHM FOR ANY PURPOSE WI LOUT OP ESS UMEN AUTHOWATION FROM JACOBSN HOIES THIS DRAWNO PACRAOE NO ALL ITS OONTEMS ARE THE DMIME PROPERTY OF JACOBSN HOPS. ALL ROUTS REMYED, OOPY IOHT III AREA RESERVED -FOR LISTING AGENCY-APPROVAL-STANIPS:- PPP OVfD 7-30-18 E ;D V) wmw., sow Z w a Tar E. ✓ M a� 3802 *: a 'Y dcyA _I f1110 b � ® z w J 700 E. 1,m. HEY AVE EWIART. IN 4 14 Ivy) 264 Y*I 5 s r DRAWN: CHECHEDs Y.T. DATE: 6/22/201e SCALE: 7/16' - 1' >: c �L ,,.n,.,,,.., — �P 4 III MO-30EOHW434-I SHEET: y� RxRRlOaoj��ET�NMRRmRauroelrn.OQY�Np� Py ILYEn6116� ■MIR THt v •CIA IWOI IVPI■Rv1T E'Nlmv.oa'= x rWul�nl■ImRlsAlm■Oo.r,�wo�O�i■r y��1t �■I Eno m gmew- i�u • � ®A P}qq� I�Hl6 COUPLES W/ 2017 FLORIDA RES. COOS WEC: EgIoI • C INCLUDING ALL BHA ED TION DWS: 170 MPH MODEL: NOD 1434 00FI IGHT Q 2m6 . JACOBSM HOES SAFETY HAMM MUM% ALL MGM RESOUEA SUPPLY ORDG REGIBTM7 g SUPPLY DUCT GAME" 124 SUPPLY REGISTER SIZE TYR. R.A. Lgo TRut PERSA WIN AIR SnTEW) OR Alt) GRILLS «TRANSFER DUCT ® t FMO 601.4 (DWTKN 11 ALTERNAM GRILL MAY BE INSTALLED THROUGH THE WALL N LIEU Cr THE CEILING AS SHOW RETURN CEING REGISTER I10. INKS: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANS. �2. INTERIOR DOORS SHALL BE UNDERCUT 1' ABOVE THE FINISHED FLOOR FOR lam RETURN AIR ANO/OR AS c_PEgFlGALLY NOTED ON THE PLANS, 1 RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 4. COMMERCIAL APPLICATIONS:- RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTI ATICN. S. BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. �i0. HVAC EQUIPMENT SHALL BE EQUIPPED VATH OUTSIDE FRESH AIR INTAKE(Sl PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IS REQUIRED TO BE INSTALLED R-SITE, BY OTHERS. 107. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 2V OF THE HVAC EQUIPMENT (UNIT). THIS REWD RECEPTACLE IS REWIRED TO BE INSTALLED ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE CODE(S); ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. GRET i LaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ductsw/ Ceiling Diffusers for Up -Flow Split A/C f EWANIM IN S: tCoIN'1flINUgoj: a ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE R R-8.0. a ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTEFIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-S.0 R AS ALLOWED BY THE FL ENERGY CODE to. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LM LICENSED HVAC CONTRACTOR. It ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED AND SEALED IN ACCORDANCE WITH THE FBC, ON -SITE, BY OTHERS. 12. SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR Um COMPLETED ACROSS THE MATING LINE AREA(S) OF THE BUILDING, IT IS THE WOKS COMPLEOTE TMBEEF RETTEA iE BUILDIINNG SACLOSED-UP ANRD THISTW RIK CANNOT EASILY BE COMPLETED. 11 OPT. FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE W/ FMC. 14. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. HVAC YOL #4 O MINIMUM MURM 9QU4(Plyl9 if Sf PKS: AU CUM79 ZO NN: 1. PROGRAMMAME THERMOSTAT IS REQUIRED TO BE INSTALLED. 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL LOX CASES, BE MINNUM EQUPMEHT SPECIFED SHALL BE NSFAIUM. 1 FAILURE TO INSTALL HEATING OR COCJNG EQUIPMENT THAT PRODUCES 1O°H0 THE TOTAL DESIGN �THIS NHE TO ENGINEERI GFOR HEG AND OOUG AND/OR FLORIDAFLORIDAENERGY CALCULATIONS - ATTACHMENTS) MAY RESULT IN AN UNBALANCED DUCT SYSTEML A MANUAL-J FORM IS REOUIREQ TO BE COMPLETED BY A UCENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE AC/HEATING EQUIPMENT IS PROPERLY SIZED (THIS IS REQUIBER AND IS R-SITE, BY OTHERS - NOT JACOBSEN HOMES). AREA RESERVED FOR LLSTfNG AGENCY APPROVAL. STAMPS: P PROW rorlmmG n " —TDAP ` sl E P Q OGPA Q, ,u uftHoa ft,W(IIWANL 0 ,TG,PN r ?BRA, ` 0 7-30-18 No A N ,Ow xuom ,1 raT JWa�„ Z W auuwAa, Y,MARAOII(& Hwa b Ri F NGOlIDAOa y�� SFST01161L0 1 K R N1MLM4LIG i0.'JLLY T. RAft MIIOP� m PS�o QgRTER b �andMm n nlwa� o uiw NA4ffD1BYA5f�RKPROFDTWP• TOM. Ic /nPuwT WN 11E RGIbA B�0/p H6Tm OOMMES W/ 2017 INQUDING FLORIDA RES. CODE, ALL 61h EDITION //81111- O ® z 4 in: TOO L IEAIDRETAYS FLWUIIT, IN 44514 W412"W'13 REVISIONS 0 8Y DATE 0 Q IS A R g° DRAWN: D.W.H. CHECK: M.T. DATE: 6/22/2018 SCALES 3/18' - V-0' SHEET: 1®®Fis D�qq WIC: E>rQO C DWS: 170 MPH MODEL: Moo 1434 THESE DETAILS AND PINKS ARE CONFIDENNAL AND PROPRIETARY MATERIALS THE CONTENTS OF THIS DRAMC PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORYATM ANY UNAUTNdRgD USE COPYING. DISQDSIE. OR DLSDIRUTRGC OF THIS PACHAM OR ANY OF THE coNMTS CONTANED 1HOi.W. IS STRICTLY PRG®TFD BY JACOBSEN HOMES AND MAY BE UIIAVUL. TNL4 MATERIALS ARE PROVIDED 70 THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND WALL NOT BE SCANNED, COPIED. OR OTHERWISE REPRODIECID AID/OR OWRIBUTED TO OTHERS Fat ANY PURPOSE WITHOUT DOWSS VARIM AUTHORIZATION FROM JACOBSEN HOMES THIS DRAWINO PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOME ALL RIGHTS RESERVED. COPYRIGHT EMl COPYRIGHT C`J' 2MS . JACOBSEN HGR$ SAFETY HARBOR FLORIDA. 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INTERIOR 70M 312M PS USo _ LETaaI WIND PREssuuS aw-wk END ZONE. 4411 PEE TOTAL SIDERALL)FAVE AREA- IM 109 INCHES I" GUMI FEET SCIEWALL (TOTAL E MPOSED / 2.0� SU 0=0 / 12.0 - QM FEET ROOF PITON WIN SELECTED TRS4 333 / 12 ROOF MOLE WIN SEIECIED IRIffi ISSW (UEOEF.S) MAxOM1 ALLOWED OEM ROOF AA@ 20P (omml OF 437 / 12 INTERNAL '1■rMyrq�y ®�ay�■6fcm HIGH VDOOTV PRESSURE ZONE: NOCOEFFICENIR TOTAL- a1e � TOTAL DESIGN ROOF MOM 5X14 NOES / 12.0 - 4475 FEET HOMESE ES OTHER AMIOIED. LISTED TRUSSES MAY BE 9S4DRDm E WDGBY ROOF ANGLE SPECIFED ADM 3 NOT EXOIDE9.. A�� - ALL CAICS CORMED-WITHIN THIS PAOtAGE ARE EASED ON ME MAX MLOIANE DESIGN RDW ARa$ SPECIFIED M M soE:aEe r■eEomowaa®a■muv al A Xi IM lc■wtta. USE THE DESIGN OF Va•d - 150 MPH, EMOSINE NOt - FEET mm-mIMa■War meu In Nm am a-uEms u N THE Oo451RUCTION MANUAL FOR THE DESIGN OF NE TpUaA101 rEMe Me ®aRO,S NXs•EMENO TW aM rAa1T WH WO MPH, 00POSURE 0 MRt - IWEEL SFEARINL NFL SIEARWILLL LOT. SEARWALL AWN•a AIXD'1(a Aloe rxx NNErMoAWI D®eweseRmrlLlle elAL HEIGHT04J LENGTH LENGTH HN FEearX0lO MliWTOarA INNNACAN00saa•.TO■arMa MMLRE ALLOWABLE OWAB r SIEARIFALL LENMh IDS / 33 - 30357 NOES / 120 - 2571 FEET o>t r■eeee•eO s.aeN m•ara Ae �. EAw Seem WA1.1. 1: - - - - 7K Au a•>®u>o.XAXw - otaE: aa7 W�1 2: - - - - 7K Nmo,®um aaXw - a.m. TAMyraLSan LIXK UNa•4Kas f/XN./a■LIUE-MKLMIN0aKOA WALL STILTON 36 NOES TOTAL TRIBUTARY SPAN TAD FEET WAIL SECTION: tte NOES TOM TtBI1TARY SEAR 1L76 FEET WALL SECTIOt 74 NOES eat ■nD aDRDIDmLrN6® WALL SECTION, 0NOES exec •NO aLT0t9aLram ® WALL SECTION O NOES ENDZONE DISTANCE 727 FELT m afl . •� oa MM eAae WALL BOOM 0 NOES END ZONE DISTANCE7.93 FEET � n a`�p� E � N.,. paw OA XN6 else WALL SECTION o pals INTERIM ZONE DISTANCE 0 FEET Naw.vlarmElE,.-se® WALL sWnC t 0 poem INTERIOR ZINC OWTANO: 3.82 FEET a,w.+atl oa LMi-Xa6O]E WALL SE CIM 0 NOES WALL SECTION: NO 0 ES WALL SECTIOt . 0 NOES (FEET) 90EWNL IRIS SECTION, WALL SECII0 NOES (TOM SDEW" 7RM (PS) TOTAL. LENGTH OF WALL• 100 NOES DISTANCE a OR ROOF Ht.■ DIP . LOAD N POUNDS TOTAL LFNOIN OF WALL'11a NOES DISTANCE OF ROOF HT.■ DIP - LOAD N POINTS DI\WfD EM / 12AM NOES WALL END 7O E TOMS 7d7 ■ 4562 : 48JI - ISOL23 POUNDS I O1CFD an / 12000 low WALL END ZONE low ■ 4,50 ■ 4a11 - 16MM POUNDS TOTAL LENGTH OF WALL• 2M FEET WALL INTERIM ZOE LOADS 0 a 4342 ■ 3071 - 0 POUNDS ZONE LENGTH OF WALL- L57 FEET MAIL NOHOW ZONE LOBS 352 ■ 4342 a 30.71 . 532.55 POUNDS ROOF END ZINC LOADS: 7.a7 ■ 4A2fi . Ilia - 4244a POROS ROOF END ZOLOADS` 7.93 x 4425 x 121a - 427E PONDS eXASLrANWIw WIlmal mNexxcDar•D ROOF NTEHOR ZONE LOADS 0 s.afi : 70 0 POUNDS •sAewL ,Race.}EmmplMEoe.e ROOF INTERIOR ZONE LOADS Sat 4w25 i 10 - 1aLae PO003 eDslres a•aal«ava■eeNA TOTAL TOAD FOi ors; L: 2OT2aB PONDS Ewueeera•aaa plXOQa EXI•+ 70TAL. LOAD FOR SWARNALL: - 2700.52 POUNDS alaar. ..a la.4ar Kl.'DtfAIIVIL-NaE TOTAL ILM OF SEARWAUU- / Goa FEET e,1oe. e■aEw.m, R.ER:aEereRR:aR-ear. TOTAL LENGTH OF arm AD: / 2.e7 FEET a®,+r.•alr p.0 .r ere•. a IOaRmc.rlrulla vawe DESIGN SFFM VALUE (DISH): - 2MIG PlF DESIGN SEAR VALUE (DSO - 2MM PLF arrA.rmroar- O e1Mlw oar SIEARWALL NEON: X OFFET anr•Esam.or•r- r nYplt rEv StEARIAIL HEOM. X 9FEET al +r••mr.rOw. • eaRIm.INarLI}valor t• 1I.a®r.lr da•. • IOQLIrmirMEaRlal olEar aaraxe•mro■r. • OwmlM ueM eEm,aMO OVERTURNING POW LOAD: - 2054 POUNDS - I aOr,r■,m Xo ver. ■ rwn■ouwEemwO OVER71Xmm PONT LOAM 2500 PONDS - WALL 3: 71WAral®■AaDrAX•e E - CKtaaT a WAIL 4, - 1K arA aE amp •Am INA,N - oN eZ aaT O rAEWIE ye M OM[- V. R a1e■1 • a K 44 rrE y f M aK[-LWI R leGXl. a K 06 WALL SECTIOHI ILO NOD TOTAL TRIBUTARY SPAN 173e HET WALL SECTION m NOES TOTAL 7RY SPAR 103 FEET _ eCa mD OLTq M1mILIAMf000 aNa. nm avOYadi.MM® WALL SECTION O NAMES ENO ZOE DLS ANON O FI'17 rLm nmVELEv,o 2i I/r MAO.40r o6 MR!Role WALL SECiIOR ONO END lOE OSTMCE 7.W FEET wLmnmUlff Vwep ai I/!Aa•.4ar ed VOL !pale WALL SECTOR INCHES INTERIOR ZONE OSANCO 17.5E FEET aaw.uraA:MA-,arA WALL SECTION 0NEIGR INCHES NME DLSOE: N237 FEET as w.■Nrd&M-,aeea WALL SECTIGN, 0 INCHES WALL SEcnck 0 NOES WALL SEICTIOa a NOES (FEEL) SEEN" M O'er WALL SECIIOt 0 NOES OIET) MEMAUL Im �s'F) TOTAL. IENOIH OF IAL: 110 NCI M DISTANCE x OR ROOF HL x DIP - LOAD N PONDS TOTAL LENGTH OF WALL. BE NOES DISTANCE x OR ROOF Hr. . DIP - LOAD IN PONDS DIWED 9I: / 1um NOES WNW. 00 ZINE LOADS a ■ 4542 ■ 4541 - 0 TOMS I OWED aY: / 12 M NOEL WALL END ZONE LOADS 7.93 ■ 4342 ■ 4Li1 - IMM PONDS 70TAL LENGTH OF WALL' L17 FEET WALL INTERIM ZONE LOADS: 17M ■ 430 x 3471 24230 TOMS TOTAL LEPHAM O WALL: 737 FEET WALL NISXOR ZOE LOADS 237 ■ 434R ■ 3L71 3552 POUNDS ROOF 00 ZONE LOMS a ■ 447fi ■ 1215 - D POUNDS; ROOF ENO ZONE IGAM 7.93 ■ 4425 ■ 1XIS - 427E PONDS eXIRELOWI.enrlM m4reD/•MO ROOF NIFHOi ZOlE ®ElL rreMmlmmtnler/,eR'e ROOF INTERIOR ZOE LADS` 237 4A2fi a 10 - 11S71 PO003 .w�e•xEr xroslNrA>QOerRI•y 7OTAL LOAD FOR SRFMWALL. - 3=72 POUNDS me�rx•v ax>Qa�� x TOTAL LOAD FOR SREMWALL: - 256= POUNDS .aoaraa aAmvr.Ea_R.E TOTAL !Waal OF 51EANWAL / L17 FEETrm- rol mm• a�elE■e_1aE TOTAL. LENGTH OF SIEARNALL / 7.17 FEET ameX creamer Hr wt ear ere. , lola Nlp■rl wnreRo •seWIe DESIGN SHEAR VALLE(OS* . 35S43 P1F aoae,+r.paa to of .r'■ew. , lapa.l•D•pfARaI1L101,eM1■. DESIGN SEAR VALUE(DS* - 357.32 EIF aa•uram ■r e•r. r e101rre EXOa awa.rm■.e Ee. r OewmmuM••m 4 • • •w. • RaalEmgE AalYiL10 •ree GE11R11AL IEGfIR x OFFET a1 • • Ow. • IpLLliCrIARIrMA•rawr SFNMPOI LOOM x XFEET aarar•mroar- • nNaume e■m 4xnm0 OVERTURNING POW LOAC: - 322e PONDS aar,lr,m roev. • 0.10 -11DO D1fl1TIREEIo POW lMO - 3216 POUNDS -WALL 5: - 7KAuaT®■-WAX, - MON QLT a- I WALL 6: - - 1K eAOa®aE®eEane - aeQav o WALL SEMM M EARS TOTAL. TRIBUTARY SPMt 2.57 FEET rAaE y r M ■aw■- aw K ure . a K pA WALL SEOROt 0 NOES TOTAL TRIBUTARY SAND 0 FEET eea ono oar a lame rMe. EDO WALL SEODGt 0 NOES rumOmVaa:Aa<M rAaD NA:L SECiIOt 0 NO® - eMm rAD4 WALL SEL'llOt 0 NOES F70 ZONE INSTANCE: 2fi7 FE>:fT uR Mar • a+/r 1w • at7r e6 MM IAae WALL SECTION 0 NO® ENO ZOE DISTANCE: O FEET Ipn,Ma eWAR.e - m ea: WALL SECTION 0 NOES NIE RM ZONE OsTMCE 0 FEET saw .,paw eA MK - •ovm WALL SECTION a NOES KOM ZONE OSTAICB 0 FEET WALL SUCTION 0 INOFS (FEET) WALL SECIM 0 NOES WALL SECTION 0 NOES (FEE) SIIEWAIL Tii O'Si WALL SEanm a SIDES TOTAL LENGTH OF WALL' 31 REM DISTANCE ■ Olt ROOF M. x OW . TOM p PONDS IDOL IENIGTN OF rul• 0 NCFO OW - TOAD N POUNDS OMIm eWl / 12.00o NOES WALL ETD ZONE TOADS: 2e7 x 4" x 4a11 - aN37 POUNDS I TITwED EM / I2000 NOWT. 411 . O PORDSS TOTA. LENGTH OF WAIL: 255 FEET WALL NTERIOR ZOE LOADS 0 ■ 4342 . .71 . 0 POIWDS TOTAL LENGTH OF WALL: 0 FEET :T1 % 3L71 - 0 F'OGOS ROOF ENO ZONE LOADS: Zfi7 ■ 4A25 ■ I21e - I.. PORDs _ LOM3 0 . 4425 . I21e - 0 PONDS erAmurAlewmlmm ROOF INTERIOR ICE 1DA04 O 4.42a i t0 0 POOD9 ewwe-NIUMN-1 l.0AD8 0 4.425 x f0 - O TOMS aasLear arao• NeMGoarw•y TOTAL. LOAD FOR SIFARWAL: . 75Sea POUNDS -VA�•�sFw • TOTAL LOAD FOR SEMWALI: . 0 PONDS ew1v. araallms, Rlsarwal-11aE TOTAL. LENGTH OF SEMWALU / NAB FEET n,}xr.. ,•allow• TOTAL. LOOM OF SEARWAIIE / 0 FEET apOe[ • • Ora. a EmLImQfMWAKI}aalww DESIGN SHEAR VALUE OWYb - WM PLF amrx • Ne • •w. • DESIGN SMhRR VALUE MO - a PLF aaraxe,m re■r- r mlQ lee roe GEARWAL MOM OEMaura ram.arv. SFEARINL Mon OF4T +r.•aar. raw. • ucalmcAw.ala •r•wr .r.axar•raw. aa..,■e.m Me•r. • OwrIM lr.erar Seals TERD POW LOAD: - 2534 PONDS aura r,mrvev- ■ OWRi119>fG POINT TOAD: aPOMS ORTURNI - -WALL 7: WALL 8: - - B7K eAsamp REND amnre - ae ao<aar e wAL1 socnat a INCHES TOTAL TRIBUTARY SPAN 0 FEET WALL SECTION 0 NOTES TOTAL:.) UTARY SPAR 0 FEET wu1 SECTION:0 NOES }LL } f..:. WAL gcSGt 0 NOES WALL SECDOt 0 NOES 00 ZONE DISTANCE 0 FEET TRa uam crow - as a aaT WALL SEOIAt 0 NOES ENO ZOE DWANM 0 FEET Nap A1ID fnOM - a[ as aaT WALL SECTION! 0 NOEIOR S NEZONE DISTANCE O FEET WALL SECIIl1N 0 NOES INTERIOR ZONE DISTA DISTANCE: 0 FEET WALL SECIiOt a NOES WALL SECTION 0 NOES WALL sEcri t 0 NOES �S) WALL SECTIOt 0 NOO (PS) TOTAL. 1E7R0IN OF WALL' 0 EATS x DWt - LOAD N POUNDS TOTAL LENGTH OF WALL: 0 NOES x DTP - TOM N POUNDS OWED Of FM / 12000 NOES 4342 ■ 4a1I - a PONDS I OWED BY: / lum NOES 4542 x 4LI1 - 0 PONDS TOTAL IEGIN OF WALU 0 FELT ■ 43@ x 30.71 . 0 POUNDS Tam LENGTH OF WALL• 0 FEET x 4.a42 a JELL - D PONDS lOADSt 0 ■ 4A25 ■ IzIa - 0 TOMS LOADS 0 , 4.t1fi : 121e - a PONDS ro�enrr}Im 4o !DADS 0 ■ 4A7fi x 10 - 0 POIROS �e}•}M}XaOm LOADS 0 x 442fi a 1a . 0 PONDS .nsLeeeX WI Sal IOTA. I= FOR SiENRWAU. 0 PONDS aex4eu eeRraa-mWI TOTAL LOW FOR SIEMWAIL. 0 POUNDS eaEr- r,.11 N■•tl, TOTAL LEM OF SEARN"' / 0 FEET R.Dc- •l.ORxp>rrDa IOTA. LENGTH OF SEARWALL• / 0 FEET aEmaEr.■alra Kl .Xeaw. ■ OEM SEEM VALUE (OS* - O PLF amen tf.aOrr lr Sal ear Sew. • DO M SEEM VAUE Off+ - 1) PLF Ora rum.rsse. SIEYIRAIL HEIGHT' i 0 FEET SEARWAIL FEGm ■ 0 FIST Ir..mr.r0w. • Ir.aMr.r•rw. - - aaW r•mre■r. • - - - OIFRII1aN0 POND !DAD: - 0POR09 - - oar, r,meovev. ■ - - OVERTURNING PART LOAD: . OPOIXOS - REFER TO OTHER DETAILS FOR SHEARWALL SHEATHING / PLF TABLE ✓ JACOSSON 600 PA,CKARD COURT, SAFETY HARBOR, FL 34695 727-726-1138 0 0 ! a 6 r 1'MiAaNwli � M CONSTRUCnON OWRCA9[ DINS: MASON MMEL TUTAL NAMES OF ANTE! 3 EL NA ER W MAIN ALIEN I BRARG Tea a ELDN JXM 2X A P DIME 1-WM :TIPS r THAN TM A MOL•A L Ram OnOQ L/3r D• E KYe.D )ILO: MIT WAafp tr OA POION G HA FXE■CN S1DR 2e SPF P RG* TOP AIE DO 2. RT 13 D�diO.FOOEETt bm WA11 rom :Ar/DU®AuRX (174 sumots NO sORIGIR/i GO, A/C 7W4N RED: TO OEM cum EDIT TM PERM TO ROW CAILX lIF�O1.LOlf32®IEDOL NXE71 OF WATb 2 E Or AOILSeE RATIOS . a OF I OF SNOMO LAM 2 / w A 801101 KAIT 1ERch 2e SPF P ,MDR ow ®E3 Oa WlX92 7/Tt APA OR 7m0 M1m CM DOOR! XTESL - WAY COC MEcot yaw WQlVROOF WIAft ¢ 7MA RATEDOR MCIAL ("4 OMCRD peom AL RYsno MK STD! RSN in now CAum wr TM WE in swow GNCX 0 emma TIIllem I/r g"m cmj MOM Lwm MAIM INNS IIrWIL FOlsT rllaW9 RIM a 1a71Qa O 2 0 a FLOM OI ERM ETDumo/mrlI raem anWQ WA WALL IOXADI t R-L KL DOD@ HOLA ODIC NW 6e1.11AIM Ran 111121?AOQ 1r OA a (F ®OW4 I w T3T1XIN MImE I / OF WATER WAIDR I WAISL MAID: RED 0 GMLON WATER IEMER TM Omm A e 46.11 PSF OSHMWALL DESIGN OWS: rn y g a m 12.18 PSF o C v 30.71 PSF D a 10 PSF OV-10 VAL. 27D.10 PLF O DEEM GEAet Vu lr. 20743 PLF OM18 1 OVDRTIFUNO FORM OVERTURNING FORCE: 2054 LOS 2634 LBS DESIGN SHEAR VAL. DESIGN 96M VALUE: PIF 6 0 PlF O7660e OYERII1dfG FORCE. OVEIOOXNG FORGE , 73W TES 0 DESIGN STEM VALM 35543 PU` DESIGN SHEM VALUE: ,e,I O WTnIBNrG FORM OFOR ovORnFORCE: �_• 312a tfis � f1ESION EMIR VIN DESIGN SWM VALUE 36732 PlF 8 A = O_ OYORTIRafG.FORCE__ _ _ _ _ _ OVEWTIReNO FORCE • - =e Las_ a E DESIGN SPICIFIGTIONS. 1. MEAN ROOF HEIGHT (MRRII: 15 FEET MAXIMUM 2. FLOOR LIVE LOAD: 40 PSF 3. ROOF LIVE LOAD: 20 PSF 4. BASC WIND SPEED: 170 MPH - VOIt (Ultimate) S. WIND IMPORTANCE FACTOR: I. - 1.0 Rlok CA".ry. 0 6. WIND EXPOSURE CAUGORYI C V. INTERNAL PRESSURE COEFaCIENT. GCpi - MIS (Endowd) NOM. DmON LED PRM (VaSd) C 5 C LOADS: ALLOW. SIRES! DOM a. DESIGN WIND PRESSURES FOR COMPONEMS AND OADDNG (PITH PR . ROOF COMPONENT 6 CLADDING LOAD, �u p 8 n IN S�••.�0�,, 3802 w c flllllii � ® Z 1LIDI. ZONE 1 = 22.55 PSF -34S3 PSF M 1, llUU ESREYAW ELXNAW, IN 4a14 2 ZONES 1 6 3 = 21AS PSF � - 9.23 PSF � E04126 45 ROOF OVERHANG: ■ TONE2 = -70.42 PSF y ZONE 3 . -11834 PSF oz PW . WALL COMPONENT AND CLADDING LOAD: WALL / SIDING: Z.194. 37.9 PSF -41.09 PSF ; ZONE 5 . 37.2 PSF -5a71 PSF y MVM LOADS: 9. DEIGN WIND PRESSURES FOR INS MAIN WIND FORCE RESISTING SYSTEMS (MWFRS) - SHEARWALLS: A = 45.11 PSF (END ZONE OF WALL) B . 12.18 PSF (END ZONE OF ROOF) C = 30.71 PSF (INT. ZONE OF WALL) D . 10 PSF (INT. ZONE OF ROOF) sTm. STA7E OF FLORIDA BUDDING. YE 6TH EDITION wE�< Sip EIEORIGL: �% aQgi <� � 2014 NIC pill �����RRTL F75, }rMEOWllCIW � 2017 MC 6TH mmoN 8 rw6a'2017 FRC >>> WWW ppp 6TH EDITION mum, 2017 FRC .AREA RESERVED FOR LISTING AGENCYAPPROVAL STAMP'S: PPPROVF� """ " o MINN 00 7-30-18 NO X toera, w•.w.m 40 pff- im a r Yd•-�X00N43P'I �Py O4 a� � + L C e�Rllr/A.�raG Mn� RTeDN RIM Ne laELaQ Crio- >t ,�� C p5y �� raermw�ww"w`. a �eO•mo® 1RTER RasaaE m WAauTa Nwuo�a�Mn Mal EIUMT eK aL fiOEA COPUES W/ 2017 FIOFIDA RM OODE. NaDDEG ALL a51 EDITION I 0 DRAWN: D.WN. CHEf7®: M.T. DATE` 0/22/2018 SCALE: 3/te - I.-o' SHEET, 12®fis WEe: E1Flo O DWI: 170 MPH MODEL: MOD 1434 THERE DETAILS AND P-gIS ARE OOtTON111A1. AND PRff1aETA RY MATF}Ai • THE CONTEXTS OF DO DRANa PACHADE COMM CONEDEHOAI. ADARR PRIME® NFO KNOOK, ANY UNMTHOIS® USE CO MM D1SCLOSIM OR !DISTRIBUTION OF THIS PACRAM OR MY OF ME CONTENTS OO TARED THOM ISSTHICM1Y PRME37M BY 44008 NI HOES AND MAY BE UNLAWFUL. MEESE MATERIALS ARE PROVIDE) TO THE RECIPIENT FOR SPE IM PURPOSES ONLY AND SHALL NOT BE SCAN IA COPED, OR OTHERWISE RFEROOLICE) A I)IM DWTIBAN UIED TO OTHERS FOR Y PURPOSE WITHOUT E IP ESS WRITTEN AIBICFWATDN FROM UACORSEN HOES THIS DRARNB PAOCAOE 00 ALL ITS CONTENTS AM IHE DnUUSM PRgE91Y OF IAC®SM HOMM ALL PRINTS FRESQarID. OOPMSOIT mX Cm11eG T © 2THa . AAC®SN HOME96 SAFETY HABOL FLORIDA. ALL RIGHTS IESR10M I= (ALSO SEE TALE) OWAAEALL N4IAELABNLI=-NPSF - 22$19 VARRREC I=-NPMMS- m LOADS (ALSO SEE TALE) ' OSNTMWL *4LKLABIALI=-III FSF- 29M OIDDIREC I=- N Pala) - 20 WILLS (AM SEE TALE) OSIEARiNL WKAWLAVA I=-NFSF- 35343 OVEMAK I= -III ITIMS- Sty ®SIEARIMLL LOADS WM Sri TALE) 84LMEUBWI=-11PSr- $7.2 QMRIAEC LOW - III FOMS- me O9EARML LADS (ALSO SEE TALE) III -FUME LABIAL LOADS - N PSF - 2UM OBDIRSID I= - N POLM S - 2631 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: 51 GRAVITY LOAD: 3340 LBS F31 GRAVITY LOAD: 2825 LBS GRAVITY LOAD: 3635 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. W W OM TIE M U LLEIEARN RE N{OIDAfIf100aE n FlIeCO� 1M1 L YL POLY p/laElt R141 1 IMM warm. YaO a fWCilfi (OIF91i NY OOfiO¢ 116 VAIOI Mill IN MCRQ swom=O 5 �aFmea[xiAnW[cnF[MaAx n MY NaI9 lEaLOFS1 a0O mMME"m AND nE1Au7109. OOOO DE VAPa eASEn LML FRFLT Axr 6YOMar tROm as Wm EY JAOaF1501 LLaEa x FADOM:EANFaafal e[l'o e ®1Q0°rnAfniaxio:i m�iwiaa 1F6 BaDNO/SRaICDA'B IS DESMED FOR ERWDOH NO/OR NSTALIAMM ON A SIE OaSR LICIED PFAYANHT FOIL MARON SASIFL AND IS NOT D®OEED 10 BE MOVED ONE SO OEM OR O6TALLED. ON -FRAME FOUNDATION LOADS USE IKL TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT O EXTERIOR WALL: 245 PLF GRAVITY LOAD 310 PLF UPLIFT LOAD MOD 1434 O MATING WALL' 170 MPH - Wt ( tYDate) 430 PLF GRAVITY LOAD MONK C 490 PLF UPLIFT LOAD FEET MiTRFHA O MATING OPENING: R==�17T5ODFq P�LLLLS:eaa, B5 PLF GRAVITY LOAD E 1-BEAM (ON -FRAME): _ 525 PLF GRAVITY LOAD ❑eauMx aeroErs �:.erAo aw--4srsa - Neaolrrnn sr rrmwrr[r0 .r- FaMmLatl'.1M rararaaR a oL iw O0 MAL M Lm y Zinc-s m mm — f mv = bw J J M M O]a 0 a o N 0 0 J J 1N1 II OJO 0 0 a N 0 44 f he H 1720 0 0 a a M 0 0 14 f f0 � N, '0., a 0 a M a a J M M 1730 Ga a 0 a 0 M 0 0 a a NO N oaf a 0 a N 0 4❑ 0 0 0 N 0 0 �e 0 a a N 0 o OSHEARWALL A - 4e I' PSF DESIGN SPECS: B - 121a PSI, 9 C - PSF e_ Wets D - to PSF EMEL lEM YMlC a:f— b oeaN Mw OLIO fm FLr oEQuxa L:aLn tID.IE a�llFLlnEv Fam fOa 01 ' 2 I<D 001OI OEM 1AVr0: iaa NF O ®a FNM YNIE1 O RF OEMIIMO FOL03 >s rr OIaIUNIW FORA o La. os>- MEM muo w O ®L LFEAII rnrO a Fv � W oFaeNMo ram Ola 4 or>a MMM aun ams wF EI aaMt rFEM ram o wr oMMIIwEM FOAM aM4lb OMMnfFMM taRM el- Q SNAWALL I= (ALSO SEE TALE) . IM W O *AAW LAMIAL I=- N PSP - 221LIO OA '- 2 QM 0611MDIDS C I-N PMM- 20.5( O LO W SIEAN ALL LDAN (ALSO SEE THE) O- 2 S O "LAW LArDUL latOs - N P3 - ?t1d61 ❑ ❑ ❑ ❑ NAMI Q S aDFARECOOS LOOS- N Pa165 - ?5N 2 O 1m6W 0411AWILL LOADS (ALSO SEE TARE) -_-Q-_ B DOE O Wi1NE IAIFRAL IDCS - N FSF - S9LA - O O G0 OANMED I=- N FOODS - T[16 1 O O . G 9 J ®S UWAIL I= (ALSO SEE TEBE) NfLNE LADRAL LIMM -11 FSF - 357M O O ;Q3 .Wl. ORMINGAWU TOMDS 11 (LSD SEE 3218 _ ❑ ❑0 14 IF❑ 11 O Q 5'EARfHL TOADS (ALSO SEE TALE) 0 O MIRE LAVA LOW -NPSr - 2VA W 5 QVIRDWS I= IN FUNDS 2DT4 OA . MI KEEP ALL PLUMBING AND AC DROPS N / tO" MINIMUM FROM ANY FLOOR EDGE. ILL Q (� LLLp TIE ALFa lWO1X TIE LaMOO/EICCItEE a OIODlq ,(r YN f W PLLY V O/RBt REM W THIS 510E lE yr LLwc May x MenM:EAwrM:a eYra ■ nNRO a RRRCRRE (a�9IL m a1Ce} ARE L w o ME1Oial�WE owa x n IAEORD LLY A100L'OM xOEJ IFNFOEV a flg RLEFIC/IO AIM) Om[aLai QlWlgrO OC VAPat eAM Fu UTW IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. ,MRNEa� xRGnH.A.aala aLB. ANY EAMINaT aFFDED aLEt®LLY RCO®ILOEL NOT) ALL m. DLROO6H FAOaR :$[Mpa®y xgplE MeE MLNLARIM FO' EQV EO6E OF FLOOR. Ylt® MI A AIECTaL aFY[F a THIS ION ON IS ED ��T A OR �� [as r sM A5 R6ourR®r a HnYeI (157AILA7IQ( qt 91E 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. AND IS Fr QED TO IE MOVED OIL SO BE=1R DSLAILED OFF—FRAME -FOUNDA-T-ION-LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED ADDITIONAL -LOADS REQUIRED AT COLOMN LOCATIONS: LOADS AT EACH cAWMN LOCAl1ON LOADS AT THE END OF EACH SHEAR SEGMENT t� GRAVITY LOAD: 3340 LBS F31 GRAVITY LOAD: 3635 LBS 12-1 GRAVITY LOAD: 3635 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. OEXTERIOR WALL: MOD 1434 485 PLF GRAVITY LOAD 290 PLF UPLIFT LOAD 170 MPH — Wlt (Ultmate) D C O MATING WALL 920 PLF GRAVITY LOAD NRH = 15 FYPT 430 PLF UPLIFT LOAD O MATING OPENING: SB5 PLF GRAVITY LOAD ❑ calrwx anoLn oe♦ m= aw -wpwi taarM rlllrs'Lr LEINm M.LTOAe ■I- Falmlm .— svEesfFae e 1R FFN RM 1E[ a. Orl ae.o aM � Fa M M OL OCO oa.a 0L a a iN N n.Tf 4. © o e o N 0 0 a J fN N Vn 0 a 0 N o ❑f H f 1 2d LN vo5 sla 0 o 0 N 0 0 1412 LO N 7725 0 a 0 N 0 a I a I m IN T7J0 4Laa 0 a IL 0 a a N e a 0 N a Z... o a p 00 O0000 0 0 M a HAt-4L11 PSF O DSESIGNEARSpWALLEC's: D- 12s18 PSF C a0.PSF GT- D- 10PSF OoErmwMo DENIM MFM V=11 o Ple O aaNt am YAOO � � to f0%le a�eawEta 2w Las 2 DEED" MEM WILD am=k O WNK MEM ULa: 0 FLF OV010Ft" FaM mFW OdKRM FORM a 3 OEMMI MEAL YAlOI m4sPF 7 DONK MEAT YAM 0FIF eLENiLRMi Iola ns.Ia� oleawMtW FOR! -LFM- aMEA MFJA ULM OEOML M VALLM 4 aa7ii odxnnMY CAM Ei 0 MF OEARMO ae4lJ• Faa. O M SAFETY: WARNING: TIERPE IO:IWTALLA-®TOM im °iaa'w6 CAUTION: F13UNDATI SITE IPROARA,YION / FOUNDATION: TERMITE PROTICTION: t APER0IED i dThM WFRW: �Na WK JoOFMMaZEFL7RDLWE GRADEWr=Qa (40Fa OARAE Ot PAOO OOWO MOTEO. LTOOIMYY MWLE1110�®QATE VCM at f6i1C1aN. fier0 (OZ1L PAQ: MEAD M 7E fa. S A"M:f FON IRMRY atNAl¢ MULL E lIIOMID EI@t ML tE --�+�- 4. aF>ml MMM Ma PLF . x YaO/OeIE a M AL[aaD M' L 11E=1 IEMIWSMCReWL=a WWAFMLO r. MIF61. umma M•-• E DOE on ML cummt f FILM M ANY:LOL IMT ISLeRMFD M7o17E Mle f a NSMU) NU L E L NOED04 LLT MUK DEW WK CHMA16 PNOA UM aWA C MA i AM OOOF@ TKIN A M OWN E ME:O A ALOO TIE IOfOA1O1 AYNDIL ME11 PS .RB S EAREML S EODC IFUM Rt LLEESS ODFDNg SgOFED N DB APPROVED DRAWN ROME OVERROJMO Laos SIOEM W IIE APPROVE) FLOOR PLAN u (OEOMOLNs¢EACH DQQ. SHEAR DME NwOo�AIM SVSIEM StaLL N oBfIED LBf olFER7 low A!O/OR ADCOMCOAE ALL aMt• Il1E AIO LEAD Laos DIRT MAY WOR N DON TIE HaMlIW. AND VERNAL PIALFYS). BE ME-DOEI s1S'IFII SWL LE ATIAM OfOLRr m MTIE Mu. SIID9 AT FAW END OF Fi1W SEAR SFOEIIT I M LLAMA M 7RAI@FR AOFDIIATE LOAD. ARCHIM OR ALL�DDlim ma�ON DOWE iSIAIL BE ® OWN-SIµst OMERSJ WSS ODBt� S1At3ID N LIS APPR0IID OUWO PAOMME, OF-FRANE - ALL QOEAEI. IMAREAELS SHALL HAVE LIEE RDat JW6l0GiID lBOE TLE ar AND SWILL LOCATED ABOVE A= N DE FRAML ALL LOADS WMNFRRM M FaROAtSH Lrc aniam WESS ORERIE 78WIFED N LIES APNLOED OLA1QC PA r OF7=FRAIE . NL DOYALL SFARno OWL M2 A IN. OF DIEE_ RDOR JOBIS.lOGDD EBDa_RE urMr ALL — - - -WADS MANNEM TO FLODATIW W-M BY CUM AREA RESERVED FOR LISTING AGENCY APPROVAL STALAAPS: PPPROVfO°- 0 7-30-18 ---S— NO N W �� Lie♦ e z .ate a�t� )arm E/ m0 ROCA nm w kumm ALL M ENOW 700 L OFJlR M AYE 15/41fa0.074T DRAWN: CHECMI WT. DATE: a/22/2018 SCAM 3/1e- - 1'-0- SHEET: 13 OF 15 WEC: E:"wm O DWs: 170 MPH MODEL: MOD 1434 I TIESE DIETALS AND PLANS AFE OOELFMW. AND PROPRIETARY MATERIALS. THE OWOM OF THIS DRAWO PAC" OWAN (O FE1N= AND/W PRIVILEGED NFLRNADON. ANY INALMRIat® = COMq mae Ae-T. OR DISK IDISDON OF 1I6 PACIAGE OR ANY OF DE CONTEWS CWUEED 11 WK IS SDOGMY FROINI D Ei%` &=RSEN HOMES NO MAY BE :NULETI. t:ESE MATO0H3 AM _ 1 PROVIDED TO TIE REORtFNT FOR SPEORC PLIRPOSES OCY AND SHALL NOT RE SCANNED. OOPM OROTFEAMSE REPROINXEDD AND/OR DLSMIDUIED 70 NITERS FOR ANY PURPOSE WWWY WRESS T MIM ALMOOMRON FROM JACOBSEN HOES . THIS DRAWN PAOQAE AND ALL M O WTDITS ARE TIE E 0111� PROPERLY OFES JAOOTSETF HOLALL ROM R6IIt1ED. CaPMW 2M cormalT (D 2ma . JAOOBSFD HOLES, SAFETY HARIO , ROFWL ALL RIMM R ESON . ANY ADDITION AFD/OR THE MFA(S) N MILGR AN ADDITION(S) OTHER APPROVED, LIMED TRUSSES MAY E SHBSWMED IF MAXIMUM ROOF ANGE S'ECR7ED HOEK IS HOT EXCEEDED. ATTACH(ES) 7'b THE DST STRU IS DE SOLE RESPONSIBILITY ALL Cues OOHTAMD WITHIN THIS PAOLAGE ARE BASED ON THE MAX ALLOWABLE DESIGN ROOF ANGLE:, SPECIFIED. OF RE CONTRACTOR OR RETADER NO INSTALLED THE ADDITION. �� PERWETFJt UGLILY ) III �TRUSS(EC503805 DESIGN LOADS FOR TRUS ES SPACED 7OL - 30 PSF TOOL . 10.5 PSF BOIL - 0 PSF BCDL . 10.5 PS' (OEM N ROW s�eaC: 70ADO1 TH TR - �/ t t/Y MAX W EI) 2A5 SPF No . MR WALL Slays 41R' 0.C— LAAP/STUOCO/HARDL (TYP.) 2" SPF IEl BOTTOM PLA REFER TO NOTE AT OTHER SODAIL PERIMETER AREA TVPICAL PIER SNAPS ORGIVIDED EAN�0ORING DEMO AND INSTALLED BY BY OTHERS. ROOT IN I�AI fine INNIMM A Oi OF HOED mv. sPao a.Do 0- 2 Wet MEAD f F it TOP (11Ab ROE BEAk) VENTILATION PROARIED FOR UPPER 50%OF ROOF ECRON: 2A4 SOR . UPPER OVM VERT PROVOED ORGNT ! FEAR OVERHANGS) ..W1 tN'r E ..6t lE f �fR g. NT FyBV tX� 16' 0.G 'p p/ FEAM (Ewa + O SOFE . RSVDR VENTS PROVIDED BY- 0 MUU. CP 5osura ROOF VENTS RWD (DIAL FOR ROE) FEOudRFn - 214 S4 Fr. MIN. NLLIOE 3 FRONT a FEAR O'HANGS Mo ROOF VENM FROM CNLmATION BELOW) ���p ,GX�`�W IA 0P" SO�_1f, �p11� �"' SINE ROOF IXD7d11LL F4ESS A. ' ASIM 03014 USEED 7RUS45 FI�IM, N�a,�"-p DI9Q1 WY VARY �04 f.01"" d%t CS1 t27b,411; . MFH FOUNDATION RANG ARE MSG= m' LOURS, JACDOUR HOES AND ITS TIYD PAM AF ROVAL AGDCVDD ALONG WIN W AI29M ADAOIL DIGI EDR W IM Iunno RAID SHALL EDT IE HOLD IEi�E Ot LIABLE FOR TE FOIDAOON OEM ANopL m®anmAL IYXFORMAKE OP DIE aIR>amWICTN.LW STR CTUEUL COSEMO N7/RI AND memo WARN DDE7o �% TYPICAL TRUSS ASY D3Tm. OAss P. "2-u77ns OF MNFw BLOW EeslEAnw MAY E HMRfiD OR FIOED TYPICAL INSULATED N�IF 113 L" CLASS HI . 15/ FELT (OR EQUAL) -;EXTMREn ,/r clPsaM mPa� �•) LKr:OD! VARIES AR2= 14L IW e� PPLiAT'N0ES D PEAK 04REM I 1 R-19 N SITE E6TAFAnW BIANET►ISU INSULATION (TIP.) VAPOR BARRIER FWD - SE NOTE 5 BaM 'Li - FE�ETR P w I b oJam F SMH 1•S/5 a I.dQ rF ED. a n0.1 MOO 1434 4 I. LCY .5 LLTo le>m II00 'M • CROSS-S ®N Scm: MS SPPLYSYSIDL - _ _ -_ _ _ _ _ _ _ _ _ NE WALLBONm S2E Y VARY ViRIUDON PROVIDED FOR LONER 5E OF ROO'-SECTQE -_-_ & LOCATION RAY MRr 435 SOFT. •Laren otRAa a EAVE VVNT FROEr.>ED (FRGNr & REAR OXEREWxLs) + 0 BUT. - LOWER VENTS PROVIDED BY - 0 MAIL OF 5CGQA ROOF VENTS RWO (roTK FOR DOME) --- -- -- O ------ 438 SC. FT. TOUT MOLUDEs OWANA EAVES. AND ROOF VENTS FROM CMCITATION SEE" 61 ---- -------------- am NEEOR (TYPICAL) THIS IYRCX IEADIR/SIN. PER C06IQXTIQI PAIXAfE .� 4G (flFJ -INIMUMCLASS V 1B F;L GOON PIL QYAICAy FRESH WATER SUPPLY QYP.) EImmisCAL (TYPJ � `- WLiM PEERS ARE LOCATED AT I I = D.C.M PA 04 YA1C SPACING AD AT ALL VK CQLUI M SUPPORT LOCATION& COLRN PERK SHAL E DESIGNED BY A RM PE ro A GOATE ALL IBAOS IMPOSED DIE 1OG110N(S} ALL OF THE TE-001N STRAPS AIo ANCHOTQD SYSTMS VE 14 ARE DESIGNED AM INSTALLED RY OTHER& ALTERNATE FOUNDATION DESIGNS MAY E UIN7fD WHEN DESIGBO BY A REGISTERED PROFESSIONAL ENGINEER TO PROMDE EORA OR M 1ER SUPPORT AND I= TRANSFER ^ua FOR DIE SigTC SODCTUE IWALM J UNIT W ORS VARY. SEE APPROVED FLOOR PLAN FOR ETC UEr WIDTH THIS SRDCIUE HAS BEEN DF9U® FOR ERE COOK OR INS ALLADOI OR A SIZE BU.T PDRIANENT FOUNDATION AND TS NOT DF9Qm TO E NOW DICE SO EELIED 01 INSTALLED (DIM AS TYPICAL DDUE E ME 20-W. 24'-0' 2W-D'. 2W-O% 2V-W & 3r-O' NaLDEO) ROOF SYSTEM SQUARE FOOTAGE 5B45 SOL Fr. - - 2R. SG Fr. TOTAL REQUIRED VEER QOrA. LIFER & LOMQ 300 (e/ VAPOR BAIRtFA) 3m TOTAL UPPER VENT ACTUALLY PROVIDER - 2A4 SG FT (HOLES MWIGS NO VOM 2.44 SOFT. - LIRER OYMNO REM PROVIDED 0 SGFT. - LPEM ROOF VENTS PROVIDED D NIL. OF 5Bax UPPER ROOF VENTS REDID ORrAL FOR HOME) MINDEN UPPER VERT REQUIRED (5OR OF THE TUNE) - 1A5 SG Fr. (TOTAL REQO VENT S ns0) DIFFERENCE BETWERN REED A ACTUAL - 027 S0. Fr. PASS TOTAL LOE31 VET ACTUALLY PROVIDER 4d5 SG FT. (NOLDES MUM AND EAMES) 4J5 SOFT. • LOWER ORANO a EAVE Vint PROVIDED 0 SOFr. - LOWER ROOF VENTS PROVIDED 0 rDM aF sosnrL LOWER ROOF VENTS EOD OCTAL FOR HOME) A MNaILY LOWED VENT REQUIRED (5Q1 OF RE TUTA# - tAe SDI Fr. (TOTAL REtlb VtM S G5m LWRBIEEI E BE77WFIN R Wb a ACRIA: 2AD sn Fr. PASS M5>A r PO®F � C 54 SCALE: Nis MOTES: 1. ALL STEEL MUST COMPLY MEN ASTM A-30 (35 HS MMNMUM} 2. ALL LAO SCHEMES MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION SPECIFICS. REM ro DE FMMA71CN PLAN DESIGNED AND ENOFEE ED BY OTHERS. 4. ALL FAST04M INTO TtEA70 LUMBER SHALL E APPROVED FOR IWALLATION INTO 7REAIED LUMBER. & *04 THE AREA BENEATH DE BULD010/STRUCNE IS ENCLOSED. MN. a AD. POLY VAPOR BANNER FEW OVER AREA BELOW THE BWLHTINO OR smucDE ((aN-SEE, IMY THIS VAPOR BAMER IS REGUMED BY JACOBSOR HONES RE0=OF CODE REOUIRDAENIM !M,2 sMnem— CIETDNTTHE VAPPOH�BNtR�RMWT L EFFECT SHIL WIDOW OPENED - TOP -, TYRGIL FLOQt LEVEL POiQI ROAR DEBQD EEN APRICAB SEE CQ . MAMIAL BAFITFS RDWIED f M SPACE MWBMI 2DI ROOF PERIMETER HAL ADD -OH EAVE - PER CONSTRUCTION MANUAL VENTED EXT: SHEATHING SEE APFROED STRUCTURAL PAOOLGE FOR WALL CO?W. Pam. SP,A OIL 14 SCALE: NIS SHFARWAL SPEWC INFORMATION: ommomLOADS SONONDEAPPROVED R M PllW REAL( OCOIR AT E'AOI DD OF F/IOR SFEAR WL (WALL AT TOFF. DE FCIDMONI SYSTEM sxAL E DmLWm er mFr ro SPPORT A OIOR THAT MAY 000111A N BOTH THE xOHID2NrA. AFRO VOBCL PLAIgs} DIE DE -DOWN SYSIDI STALL BE A7TACED DIECRY TU THE WALL STUDS AT EACH END OF EACH STEM SF7MEM DISHY TO F'01MAMO 0RN ro TRANSFER ADEQUATE LOAD. ALL FOUNDATION SWL E DESIGNED Sr M AROWTEDT OR REMSTERM PROFESSIONAL IN FEMI (QA-SUE. BY ommg6 (E ELM NOW OTERWE ON THE ATiD1AD NM). ON -FRAME - ALL EFrOWL SHFARWALS SAL HAVE A MN. OF THREE FLOOR J= LOCATED BELOW DIE SIEARWL AD SAL LOCATED ABOVE A SOD REAOISA-EM N TE RATE — FERI EIFR BMW TS LOCATED AT e4' OA MAX S+AL►D AND AT ALL OWNS N THE PENAL QEATM THAN 4E. ALL RE-DOFN SNAPS AND ROOM SISTRIS ARE DEMO AND INSTALLED BY OTQ6 ALTERNATE FOUNDATION OEM MAY E UTILM NO DESIGNER BY A REGISTERS) PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LID TRANSFER FOR DIE Be= STRUCTURE IWAI . TION SYSIEMS SHALL BE DESIGNED BY ANALL NMONRECT REGISTERED P.E. OTHERS} UNLESS 07HERVASE NOTED IN THIS APPROVED BUILDING PACKAGE. JOIST' HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BURRING AT THE FACTORY. THEREFORE. A MINIMUM 1 1/2' BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2' BEARING ALL FOUNDATION DESIGNS ARE BY OTHERS �A OL.A [`0lA 'OFF FRAME IMIti DE FACTUR nTAFWOTTAIICN CA RDR IS O1INA REMOVED FROM DE SRR10MRi MOM DE [`NlV BUIDIM esruunGL 'ON FRAME U 1111 TIE FACTORY TWiSPOEGOdN CARRIER IS LEFT AITACN® TO TIE SDDCNFE AND TS UINOED AS A STRUCTURAL COPO Er OF aFFlDO"iLE a wad AunoN CONS1rR'I MON SPICIFICA,' IONS: ...ID n.P..a l: .=. ra...n. .sn MASIM M� TOOL EEA®L a A.La aIFA>m IMAM IDCIM a i.l NAQ71 OF WAS AL® r E.IW TxO I SSNZ AILS WL FLOM JMM UUNYA.E ROM OED.p 2A A p "wen a FLYm EMS NLUMM FEOD• CWA3m FI-ID L.D/.SAFAIWR E:oa AIDE SPAQY Id. OG E'ORON MIS & NA FaYI RO.Q MA E71EIW.1 stun 1PE .F p BOTIOI ME,DILV ae OFF p Neva woo 00E1 W IL L4Mnn. 5-IW IM NUO OSLt ISO $F p DILL SM"Q 7/Ir APA a ROO RATED IEL DOOM STIM - EGAN CON' NL Dour Frew FOE tRSD M IF/ GIAS* IWD< DLL Mau Ewe wplumoAlAFo (rrPJ DOGF9 ..an m LerAL OYPJ OSIR 7Df01WD 7/Y OIT.Y R+erJ NOW 912LAMM .LFnRR Fear sleLSReN,arrJ IDOF MURNO - 7AIr APA RAID r.� LORD FrLCD) MW IA.1D19AL 1'GFsr PIm110n mm wAcm w oa u e.nln... A.n I.Ana Q0y0 rrt QUO® NEIIRI M mso0 Som m Wv mm m o M 12 / FF OR"MCM I IG TYPE REFER D� RUQr m 1D� O F Am URN /f RRTILN PROP& I OF WATER MEARIM /G I / Q ACHE SATRR 0 / O 1G OAIO N,F1 a0319y,Ir/ IqR 0 TEARER �1 A ONION / OF STANDARD, LAY& S / OF AOn391E SUM CIA MM 0 / F.LNA& S WARR TEAM TSM ELgcmO TINES DETAILS AND MANS ARE mEIOOmAL AND PROPRIETARY MATERS" DE CONTENTS OF INS DRAVR A PACKAGE CONTAIN COSIDFN UAL AND/OR PRISE® I FOINATIM ANY UKAURRa+® USE WIM DISO� OR D6TA&DaN OF THIS PAOKAOL OR ANY OF DE CONTENTS CONTAINED RIERM L IS STRICTLY PROIaED BY JACOBSEN/ HOES AND MAY IE UE AWFU . RESS MARYS" ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC RIRPOS9 CKY AND SMALL NOT E SCARE. COPED. OR ODIEIME REPRODUCED AD/OR DISTRIBUTED ro ODORS FOR ANY PURPOSE WTHGUT EIWRESS WRITTEN ANIHCERSATICH FROM &MBSE N HGIAM 7H5 gUWANO PACKAGE AND ALL ITS COIWFLOS AM THE EXCLUSIVE PROPERTY OF JACOBSEN HOER. ALL RICERS RESERWD. OCAWEINT 2M REFER TO APPKVED CG SRRUCTQN PAC AGWI LS FOR FASIBaf10 a- ROOF SWIM (G �4 SCALE: NrS AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVf� �- � .�....- . 0 rA ulx � Jy w LOLL, I `D 7-30-18 NO o - ..-�. I� auraQ ,,,.., a4L1'-4301 CO PM W/ 2D17 FLORIDA REs CODE. INCLUDING AL Oth EDITION f1f � kkyy i >v � 7FD E. SURD SFT AW ELKHART, IN .4 14 P0412F+ REVISIONS lAl BY IDATE L DRAWNI O VVJL CHECKED: M.T. DATE: 5/22/20te SCALE: 3/1e' . P-W SHEET: DPgq 14 OF 15 WEC: Expo C OWS: 170 MPH MODEL: MOD 1434 COPYRIGHT © 2DI5 JACOBSEN HOES SAFETY NARBN. FTCRDA ALL RIGHTS RESEDVEIL DiL ANY AOOITION((S) A!D/OR ifE µAEEAA((S) N MNgI AN AODRION(S) O1tOR APPROVED. LISTED TRUSSES MAY BE SIB5RTUIFD F MA)IMUM ROOF ANGLE SPECIFIED HIDM IS NOT EXCEEDED CAGE . ATTAOI(ES) lb TH£ HOST SIRUCIURE IS THE SOLE RFSP00.4BUTY ALL CJJ.Ct' CCMANED WHEN THIS PAOAM UMD ON THE MAX AUDIVAB E DESIGN GN ROW ANGLEA SP. OF THE CONIRAC70R Ot fETAUFR HHO DLSTALIED THE ADDI110N. III--(-/- /� . ✓ � tfIBETER R/�i�) "'l DESIGN LOADS FOR TRUSSES SPACED - YOU. _ 30 PSF TCOL _ ,OX PSF BOL _ 0 PSF WEN FOUNDATION AAIG AM DFlMm BY Onl Jill NOEN AND ITS MID PARTY AVMVA. AFNOVTS) XOO NN VC AlONFCT ANDAOR EEONDI O' O[ MLOND PAID WALL HOT ME HOD 101101l OR UARE FOL DE FIANDAROK DESIGN MOM OWBAImIML POFLO WM OF DE WNIOO■ICIIAFM SPILMUPM OM/VFNM AND alalm! IWLATTID TIGEM BOA TOP pin RIDGE WM VENWAIIOI PROVIDED FOR DIFFER 50S OF RDGF S:CTIOR Ham 2d vNl� ISM 2A4 BUT. - UPPER DIM VENT PROVIDED (FRONT A REAR OVERHU S) ,may 04 AAp' VO"y G RDOE ffJW Ei,Pj + 0 SUL - EPE4R,FNTS PRONGED BY - 0 MN. OF DDSDRL ROOF WFB FIEl (TOTAL FOR HOE) ,1E•T� _,� �� �, � ([� WHi It1�i3D - 2.44 54 FL TDTN. ( cuun s it t REAR p'H m AM ROOF Vim FROM GVOLATDN earM) 'Ir 44 Imo 11F• \p�R®L"�j$RP+�� Q 40n•jL�'-t�6�6<� 9fAAE ROOF_ (iTP.) BCOL - 14S PSF DFS LISTED MAY TRUSSES F \ AS01 DJO1R 7/1a' APA RATED AK MIL MSS ROW SHEATHING (T1PJ A+K^ R-30 INSULAIGIN (SOWN N ROOF CANIM ( L24 SPF A (SIIGffi�C. i6 AUfil 1W01E TTLFSSS - W/ t 1/Y MAX OFFSET) --- MN WYL SEws M, ,EIOURED ,/2• crosvM cTTPa WSw MINIMtE6'QIOP.) LSIIf3 IE/r BGnR vARs LaZWOR .M WED LAP/SNCCO/HARDL (TR.) 2E4 SIFF A MNMW MATNG•--� BILL lOF ! COTTON MgS p IW, BOTIOI PLATE � I I ���. ■■- a—■= ■■ ■■ ■■ ^■r^u ■■ ■ r. MOO 1 'moo 01R.®ss-lioN SCAU: NTS A/TTPCAL EaLATm 7A`\ HVAO SGF. LAm / \\ a LOCATION MAY VARY 216 ?F A ED,wA B PL�c,TEF7GAu , -TYPICAL MuLR-sol RATING LIEWALL SINGS 0� C 4G (TRW -S/a' 9 CREW BOAG - OASS TH' FRESH WATER SUPPLY ROL BOAC mPa s n5 TYHTCAL LFAMR/su PER QL6IRUCDW PAIXAfE 10/32 MCO G (iVOJ) OR INT BWM VARY. SE APFRGVED FLOOR FLAN FOR MOM UNIT "S). THIS STRUCTURE WAS MFN C SOPD FOR ERECTION OR B6'TALLAIQN ON A SIZE BOLT PEFNAWNT FOlfOl111O1 AM IS NOT DESOm OO BE MIRED ONCE SO ERECTED OR INSTALLED Oil AS IMCAL DOUBLE WE 20-0', 24-W 2e-r. 2r-W. 2l a 3r-e M MD) ROOF SVSRM SQUARE FOOTAGE MW So. FT. 2AB SON FT. TDTA. REQUIRED VENT (TOTAL UPPER A LBEER) 300 W VAPOR affiRl 300 TOTAL UPPER TEAR ACTUALLY PROVIDED: - 2.44 SG FT. MMLCB OTEANGS AND VIXM 2.44 SOFT. _ LIPER 01WUi VEM PROVOFD 0 SIFT. - UPPER ROOF VENTS PROVIDED 0 NML OF DO1LN IWFETt ROOF VENTS REQU (TONAL FOR HOE) M@MNM UPPM VENT REQUIRED (SOX OF TEE TOTALj: - 1. SON FT. (TOTAL IEO'D 1y1f .Tao) OFFERDICE BETYEFN RWD A ACTUAL' - O97 SG FT. PASS _.__ _ _ --_ TOTAL LMER WENT ACTUALLY PROVIDED, 4.38 SG FL (NOIRES ONAN S AD EAVES) 4J8 SOFT. _ LamOWINGWEN IA HAVE T PNDY® a SOFT. - Lam ROOF MINIS PROVIDED 0 HIBL OF ISOSOJIH. IDYFTR ROOF VENTS MOD (NTAL FOR HOE) UNYN LOEm VETO REQUIRED (00% OF TIE Tl - 1.49 S0. Fr. (TOTAL REO'D VQIf:430T RrF7aTGE OIMEEM RELO A ACNA: . ZOO SO FL PASS 0 NoTIEs: 1. ALL STEEL MUST COMPLY WTH ASTM A-3a (38 NS MNIl 2. ALL LAG SOREVIS MUST COMPLY VATH ASIY A-307 3. FOR FOUNDATION SPEOMCS, REFEIR TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED TRY OIHEAS. 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED FOR DWALLARON INTO TREATED LUMBER. S. WREN THE AREA BREATH THE BUI DINGATR U=W IS ENCLOSED. EOUIONO STRIICNRE ( FIE BY OORmS). 1FDS VOR B APARRFTR IS REQUIRED BY JACOBS N HOMERS REGARDLESS OF CODE TE«BREM ENI S AM/Ot �EOFlGTIOERS O [7TNO THE VAPOR BARRIER WILL EFFECT ANY WARRAMIY OFFERED OR IMPLIED BY JACOBSEN HONES BAEtES REQUIRED v AR SPACE LWWLY 2E4 ROOF PERIMETER RAL ADD -ON SAVE - PER — CONSMUCnGN WMAL EQUIAW ` WDLH ItaLAnON � M WALLBOARD - VENTILATION PROVIDED FOR LOUR SOL ON ROOF SECDCH; 4.3a SOFT. - LOW CRAG A EAVE VETO PROVIDED "MD REM OVEWHVIA VENTED + 0 SOFY. - LOWER VENTS PROVIDED BY - 0 MAL OF BMMK ROOF waS FWD (roTAL FOR NOM �t 43a Sa FT. TOTAL (NELDES MIAEGS, EAVES, AND ROOF VETS FROM 4VOLAnO1 Ell SHEATIMCEL, — DING HEIGHT SEE APPROVED SUGCIURUL PAOfAGE FOR WALL Ol DTPCAU AR .l SOD rALTor MOWG -POD SpAct 09" 4 TTPCAL pis SCAU: NTS N WALL (n?a m WFARWAL 9i7fiTC BEOOUnON: 01FRTIR HO LOADS SNOW ON THE APPROVED ROOT PAN ZETA M OCIM AT EACH PO OF EACH SEM THE FOUNDATION SISTEM TO SWOADAIR MR AND DFi1D LOADS THAT ' MAY 0011R N BOTH THE HO GWAL AEG 1ERDCAL PLANIEll THE TE-OOW7 MTOH SHALL BE ATTi1CIE0 D<lECILY TO THE MLL SRDS AT FAW FLG OF EACH SEAR SEOENT DIRECTLY TON FOILGAIIO//T/IORG TD TRA6TR ADEQUATE LM0. FOUNDATIONALLFOUNDATIONSYSTEMS SHALL BE !DESIGNED BY M AROE,ECT [Ca[INt T�5IERED m � w D�GINEER ED� IU4 BB,'DIHERS� OFFiRNE -ALL EFOWALL SIEARWAUS 9ULL HARE A W. OF THREE %RDOR ,CIS LOCATED BEL M THE 9EARL ALL ROADS TO FOUNDATION Ol or QNADERS UNLESS OTHERBISE NOTED IN THIS APPROVED BUILDING PACKAGE. JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, A MINIMUM 1 1/Y BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 11r BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. Lu■aTL Mma TVML MALWII v AIa M49S l NERD a MAL M,= W aAC Ana W METE TYPE + MtITe AME EARL IMADVAME . All RABR 1P OG d,. A..D0,6 A DOMM _ .._ [ODROI ATOM 2,A A P BMW Ill OaU r R p 7W RATE Ol 2AI R /3 ERL 1101l 72A APA ati TEW RATED ..o Eff. TALL R/WS LANTUOD7AUNDL OVPJ ADOFIIA MINDEN a Ill (l WARDS@ MOTE BE/1CIIIIAL,WTJ IOW M[ADWIA 7Ar All RATED AD DMmMw Aln 1E lMe Arvin .W! TAD® RTMN AR Ill Alt 7TFD NUT TOM IIDDI To DOWN QMM Iva TD DOWY GAM IMF an NEE: TIM mm TO now WAS IVm To DGDY "M UmA [`6�W'OF FRAME Ull U FRAME Ull THE FACIORY TWUS'ORTl CARRIER 6 OFT ATTACHED TO TIE STRUCTURE AND IS UIUM AS A SONCOOMOET OF FLOOR �A ALLA,IGN OF TIE nna■,mm o I d2 PORCHJm1EJm1E Ram DEMM� 0® OR 0.YEOm IN)M WMO ■M6 EAL DOMM Ill - LOAM ODE OMD MI Wi OAT* m■a TDISAED 1/1 I PWA ORJ VWWEM IMIm (MALv)Ml IINIMIL FORM PRODUCED am u ICD■R 12 MAW R OF DAWN, a I W alas E 0 4.M C N LAaCO a E W AOM>BM BATH& 0 / W ■DYDAIo W17a MOEIp 3 / LFDOA ON,/■ W/ LWID O / OF 60NDAD LAVA L / OF AO®E Nla MOf7s 0 / 1■ECI! 2 nom IOAAIVA WONT COWENO ■� OD/DDIONPET MCI all M ■ML /AI■ATCA A-IO WL DOMt! HMlOB am ROOF DRUMMA Al INUIS RAMS, IC OG o W oom oAOFA t 0OrROANmum I 0 OF Ill IPA70@ I Ulm IWATDI am UTa Hill TOO 40 QUID! 11WW ROOD TO APPROVED cotsm IWHDN PACIMMA TALS FOR FMRM ROOF SWATMNG ��� Ste: TUTS PpPROITO r° HALO � =w" om.o.wuu 7-30-18 oy r ° ,.� NO ID �T NAOM�1 � ELM COMPLIES W/ 2017 FLORIDA RES. COTE, NODONO ALL atll EDITION � <g z g� lie ic� 700 ■. ■TA■D:LEYAvc ¢DRART.N 46314 07aH camas 00� am= a-_ a-_ am= asp, -DRAWN:- - D.WJJL CHECKED: Y.T. DATE: 11/22/20EB SCA).E: Me - I.-0. SHEET: WEC: E:RoWn C DWS: 170 MPH MODEL: MOD 1434 THESE DETALS AND PLANS ARE OMfOEWM AND PROPRIll Mumaus. THE CONTENTS OF THIS DRAWL PAMRAOE CONTAIN OM/WOOW. Al P IVIll BFOIaIAIIDN ANY UNA VIMRan USE, COPYING, DLSCOSII$ OF DSIRBUMON OF THIS PACIl OR ANY OF THE CONTENTS CONTAINED TFE7EN, 6 BIMCRY PRM WM BY MOBSEN NOM M AM MAYBE UEAWUL IH SE MATERIALS ARE !PROVIDED TO THE FMWENR FOR Sal PURPOSES OILY AND MULL NOT E SCAWER CORRD. OR OTMRW.SE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR Arc PURPOSE WTHO T T G*M WMTTQN AUTHOa7AnaN FROM JACOBSEN HOMES. THIS M ADRID PAOGGE AND ALL ITS CONTEHM ARE THE DIOUSIV' PROPERTY OF JAea4gN HOMES ALL FONTS RESEll COPRaMO M W CWl (D 2018 AAaML4N NO" SAFETY HARDER, POI % ALL RI01T8 RESERVED. t i a U f CREScheck Software Version 4.6.5 �(J Compliance Certificate Project 1434 Energy Code: 2017 Florida Building Code, Energy Conservation Location: Stuart, Florida Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 886 ft2 Glazing Area 14% Climate Zone: 2 (307 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: 306 SE MONTERREY RD STUART, FL 34994 fP,PROI ' ' - 30-18 ' \RT E jP Designer/Contractor: • o •�- •. ` .•- • '•• • •. • -• •• • • - ' •• • Compliance: 35.9% Better Than Code Maximum UA: 281 Your ILIA: 180 Maximum SHGC: 0.25 Your SHGC: 0.25 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. FnvPlnnP AccPmhliPr, - Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame:Double Pane SHGC: 0.25 Door 1: Glass SHGC: 0.25 Floor 1: All -Wood joist/Truss:Over Unconditioned Space 886 30.0 0.0 0.035 31 1,202 19.0 0.0 0.060 62 128 0.300 38 41 0.300 12 886 22.0 0.0 0.042 37 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gavin Bontrager 07/12/2018 Name - Title Signatura Date Project Title: 1434 Report date: 07/12/18 Data filename: W:\online.ntainc.com\062218-24\Project Documents\1434.rck i Page 1 of 9 REScheck Software Version 4.6.5 I�nspection Checklist Energy Code: 2017 Florida Building Code, Energy 'Conservation ;equirements: 0.0% were addressed directly in the REScheck software ext in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each `equirement, the luser certifies that a code requirement will be met and how that is documented, or that an exception s being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified' Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 i documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable *; building, envelope. Thermal I envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawings and ❑Complies 103.2, 1documentation demonstrate 1, a; ❑Does Not 403.7, 03.8 ; energy code compliance for lighting Viand mechanical systems. ❑Not Observable [ R3]1 Systems serving multiple ❑Not Applicable dwellings units must demonstrate 11compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is: Heating: ;Heating: ;❑Complies 03.7 isized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [ R2]z on loads calculated per ACCA : Manual Ji or other methods Cooling: Cooling: ;❑Not Observable : approved by the code official. I } 1 1 1 1 Btu/hr Btu/hr I I I 1 ❑Not Applicable I 1 I 1 1 I I 1 I 02.1, 1 Heating and cooling equipment is: Heating: Heating: ;❑Complies 103.7 isized pe'rACCA Manual S based Btu/hr Btu/hr UDoes Not [ R2]z ion loads calculated per ACCA I I Cooling: I Cooling: 1❑Not Observable Manual J or other methods !approved by the code official. Btu/hr Btu/hr ❑Not Applicable I pp Refer to R403.7.1 for full details. f 1 I 1 I I Section I # Foundation Inspection Complies? Comments/Assumptions; & Req A'D 303.2.1.3 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation !❑Does Not and extends a minimum of 6 in. below (00 grade. ;❑Not Observable ; ❑Not Applicable 403.9 iSnow- and ice -melting system controls;❑Complies [FO12]? installed. ;❑Does Not UNot Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 12.1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) I Project Title: 1434 Report date: 07/12/18 Data filename: W:\online.ntainc.com\062218-24\Project Documents\1434.rck Page 3 of 9 Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1.3 ; U-factors of fenestration products a []Complies �FR4]1 ' are determined in accordance. ❑Does Not (`� ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. t ❑Not Applicable 402.1.1, Glazing.U-factor (area -weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 4 average). ;❑Does Not table for values. 402.3.1, 02.3.3, 503.1 1.1 ;❑Not Observable [FR2] F :❑Not Applicable 402.1.1, ; Glazing ;SHGC value (area- ; SHGC: ; SHGC: ;❑Complies ;See the Envelope Assemblies 402.3.2, : weighted average). ;❑Does Not ;table for values. 02.3.3 FR3]1 E❑Not Observable ❑Not Applicable C 02.4.1.1 ;Air barrier and thermal barrier ❑Complies [IFR23]1 ' installed per manufacturer's ❑Does Not 11 instructions. ❑Not Observable ❑Not Applicable 02.4.3 Fenestration that is not site built ❑Complies [FR20]1 i is listed and labeled as meeting ❑Does Not 1AAMA /WDMA/CSA 101/I.S.2/A440 ❑Not Observable ; or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC -rated recessed lighting fixtures ❑Complies [ R16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate .52.0 cfm ❑Not Observable leakage at 75 Pa. r <, ❑Not Applicable 03.3.1 Supply and return ducts in attics r == " ` ❑Complies [R1211 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return dlocts in other portions of n ❑Not Applicable ;the building insulated >= R-6 for ' ;diameter >= 3 inches and R-4.2 'for < 3 inches in diameter. 403.3.5 Building Icavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 4iO3.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 }above 105 °F or chilled fluids ;❑Does Not )below 55 °F are insulated to >_R- 3 ; ;❑Not Observable ❑Not Applicable 4iO3.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 41 3.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >_R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 1434 Report date: 07/12/18 Data filename: WAonline. ntainc.com\062218-24\Project Documents\1434.rck Page 4 of 9 s - Section Plans Verified Field Verified # Framing /Rough -in Inspection Value Value Complies? Comments/Assumptions & Re ID q• . 403,.5.5 Storage water heaters not ❑Complies [F[126]2°:° -equipped with integral heat traps _�." ❑Does Not ? and having vertical pipe risers ❑Not Observable ; have heat traps installed on both ❑Not Applicable the inlets and outlets. External heat traps installed per code r guildlines. 403.5.6.1. i Service water heating systems ❑Complies; 1 are equipped with automatic ❑Does Not [FR27]2 temperature controls. o 7° ❑Not Observable ❑Not Applicable 403.5.6.1. A separate switch permits the` -❑Complies ; :21 power supplied to electric service _ ❑Does Not [FR28]��� "water systems to be turned off. A °F�' ❑Not Observable ; separate valve permits the energy supplied to the main ❑Not Applicable burner(s) of combustion types of service water heating systems to be turned off. =, 403.5.°6:2 Water heating equipment meets Table 404.2 ;-Table 404.2 ;❑Complies ; [FR29]2, minimum efficiencies of Table (required (required ;❑Does Not C404.2 in Chapter 4 of the Ef): Ef): Observable Florida Building Code, Energy :❑Not i :❑Not Applicable Conservation, Commercial Provisions. Equipment used to provide heating functions as part of a combination system satisfies all stated requirements for the appropriate water heating ' category. 4,03.5.6.2. " Solar systems for domestic hot ❑Complies 1 water production satisfy energy °" ❑Does Not [F-R30]2 factor requirements determined ❑ Observable ; from the Florida°Solar Energy Center Directory of Certified �:°Not ❑Not Applicable Solar Systems. 403.6 `. Automatic or gravity dampers are ' ❑Complies .[FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable , 9 e ❑Not Applicable 403.6.2 Buildings designed to operate at ` . , °� ❑Complies ; [171131]2 positive indoor pressure or have ❑Does Not mechanical ventilation meet the ❑Not Observable )following criteria: 1) Maximum ❑Not Applicable air -change -hour equal minimums lfrom ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, 2) ' ' No ventilation or air-conditioning �r . system make-up air provided ; from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to ; swimming pools or spas, and 3) Air drawn from enclosed space(s) have walls insulated >= R-11 and ceiling >= R-19, space ` permitting, or R-10 otherwise. Additional Comments/Assumptions: High Impact (Tier 1) 2 I Medium Impact (Tier 2) 1, 3 `1 Low Impact (Tier 3) Project Title: 1434 Rep it date: 07/12/18 Data filename: W:\online.ntainc.com\062218-24\Project Documents\1434.rck Page 5 of 9 t Section # } Insulation, Inspection ° Plans Verified I Value �� �, Field Verified Value, . Complies? Comments/Assumptions Req:ID _ 303.1 All installed insulation is labeled i ❑Complies IN13]2.s lor the i stalled R-values �• ` ;� ,fir ❑Does Not provided. ❑Not Observable I I y'4 . ❑Not Applicable 03.2 ;Wall insulation is installed per '' ❑Complies IN4]1 i manufacturer's instructions. I F `� . �° � ❑Does Not j ❑Not Observable 1 ❑Not Applicable 03.2, Floor insulation installed per i ❑Complies 02.2.7 manufacturer's instructions and ff e -]Does Not [IN2]1 ; in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in �. „ •:; ❑Not Applicable contact with the top side of sheathi', g, or continuous r;a insulation is installed on the I I underside of floor framing and _ extends from the bottom to the ,..� top of all perimeter floor framing ;members.¢, 02.1.1, l Wall insulation R-value. If this is a! R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood , ❑ Wood ; ; table for values. ,❑Does Not 02.2.6 [IN3]1 iwall insulation ; exteriori on the wall the exterior insulation , 1 El Mass El Mass 1 Observable requirement j j I j applies (FR10). ; ❑ Steel ❑ Steel 1 I I I 1 I 1 1 1 ❑Not Applicable I I I I I I I 1 I 02.1.1, ',Floor insulation R-value. ; R- ; R. ;❑Complies ;See the Envelope Assemblies 02.2.E ; ❑ Wood ; ❑ Wood ;❑Does Not table for values. [ N111 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 02.2..14 N14]2 ' Walls, ceilings ito separate or floors common conditioned ❑Compliies ❑Does Not tenanci 1 e1 �s are insulated to >= R- ❑Not Observable ° i spade permitting. Mass common walls are insulated to ' ❑Not Applicable > = R-6. - - -- Idditional Comments/Assumptions: 1 7—-igh Impact (Tier 1) 1 2'Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 1434 Report date: 07/12/18 Data filename: W:\online.ntainc.com\062218-24\Project Documents\1434.rck Page 6 of 9 Section # Inspection Provisions• Plans Verified Field Verified Complies? Comments/Assumptions • �. & Re` ID .Final Value Value _ n . d 303.1.1.2. :Ceiling insulation installed per ❑Complies 1,303.2 instructions. � �� °.� �.. ❑Does Notmanufacturer's [F12]1 ;Blown insulation marked every ❑Not Observable ; 300 ft2. , ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating v .. ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable 401.3 3An energy performance level ❑Complies ; [FP33]2,- - (EPL) display card must be j ❑Does Not completed and certified by the ❑Not Observable ; builder before final approval of ithe building for occupancy. �,.. y ❑Not Applicable Florida law (Section 553.9085, x Florida Statutes) requires the EPL ° display card to be included as an addendum to each sales contract for both presold and nonpresold�,,, ; residential buildings. A copy of the EPL card form can be found in Appendix C of the "FBC, Energy Conservation". 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ; ❑ Wood ❑Does Not `table for values. 402.2.2, ❑ Steel ❑ Steel UNot Observable 402.2.6 :❑Not Applicable [F11] 402.2.3 Vented attics with air permeable ; ` . ❑Complies ; [F122]2- ° insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable;' 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [F13]1 :insulation >_R-value of the ❑Does Not adjacent assembly. ' ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ; Blower door test @ 50 Pa. <=7 ACH 50 = ACH 50 = ;❑Complies ; [F117]1 ach. ; ;❑Does Not ;❑Not Observable ❑Not Applicable 403.1.1 Each separate heating/cooling :. ❑Complies ; [Fl9,]2 - system has a thermostat r ;;. ❑Does Not j ❑Not Observable ❑Not Applicable 403.1.2 Programmable thermostats ❑Complies installed for control of primary ❑Does Not ,[F19]2 heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable ; code specifications. 403.1.3 Heat pump thermostat installed ❑Complies ; `; 110]2 on heat pumps. ❑Does Not j ❑Not Observable � ama ❑Not Applicable 403.2 1 Hot water boilers supplying heat ❑Complies [F126]? .., through one- or two -pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable Stemperature based on outdoor temperature. 11 High Impact (Tier 1) Z Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 1434 Report date: 07/12/18 Data filename: W:\online.ntainc.com\062218-24\Project Documents\1434.rck Page 7 of 9 Section # Final;lnspection 'Provisions PlansVerified �° Value field Verified Value Comiplies? Comments/Assumptions Req.ID 03.3.2, !All ducts, air handlers, and filter ° °; ❑Complies 403.3.2.1 I boxes shall be constructed and ❑Does Not j [F124]1 Isealed in accordance with Observable Section C403.2.9.2 of the❑Not Commercial Provisions of this °�� ❑Not Applicable ,code. Air handler leakage designated by manufacturer at . <=2% of design air flow.° 03.3.3 1 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies F127]1 I determine air leakage with ft2 ft2 :❑Does Not ,either: Rough -in test: Total ❑Not Observable leakage, measured with a I pressure differential of 0.1 inch ; ;❑Not Applicable Iw.g. across the system including ;the manufacturer's air handler i enclosure if installed at time of :test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air ; handler lenclosure. 403.3.4, ',Duct tightness test result of <=4 cfm/100 ; cfm/100 ;❑Complies 03.3.2 cfm/100ft2 across the system or 1 ft2 ft2 ❑Does Not [F14]1 <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough -in ❑Not Observable (tests, verification may need to❑Not Applicable :occur during Framing Inspection. ; Duct tightness verified by testing :in accordance with jANSI/RESNET/ICC 380-2016 by ; either individuals as defined in ; Section 5553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105�(3)(f), (g), or (i), Florida Statutes', to be "substantially leak: ;free" in accordance with Section R403.3.3. 403.3:.6 ,Air handling units are not 1❑Complies ; [ 133]2 } installed in attic. ❑Does Not iE ❑Not Observable ❑Not Applicable 4�03.5.1 111]2 Circulating service hot water systems have automatic or ❑Complies ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 4103.5.1.1 Heated water circulation systems ❑Complies ; [F128]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated , ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for ; circulating hot water system s ; pumps start the pump with signal for hot water demand within theq< .�. occupancy. Controls automatically turn off the pump : Awhen water is in circulation loop is at set -point temperature and no demand for hot water exists. 111 High Impact (Tier 1) 1,2, Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) P ioject Title: 1434; Data filename: W:\Ionline.ntainc.com\062218-24\Project Documents\1434.rck Report date: 07/12/18 Page 8 of 9 °Section Finah Inspection Provisions Plans Verified °Field Verified Complies? (� Comments/Assumptions " Re ID • I a .. -; Value. ;:�Y .. .. ;-• Value, ' n `c+- :. a�, .t •fig," 403.5.1.2 Electric heat trace systems_ , ❑Complies [F.1291� � comply with IEEE 515.1 or UL ❑Does Not J 515. Controls automatically ❑Not Observable ?adjust the energy input to the ❑Not Applicable ` heat tracing to maintain the desired water temperature in the E piping. a, 403.5.2 Water distribution systems that ❑Complies IF130]?_ have recirculation pumps that . ❑Does Not ' pump water from a heated water ❑Not Observable supply pipe back to the heated ❑Not Applicable f water source through a cold water supply pipe have a I demand recirculation water system. Pumps have controls =`F that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. I 403.54k, Drain water heat recovery units ❑Complies [,F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for . individual units connected to one k €' or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to ;three or more showers.° w •, I 4103.6.1 All mechanical ventilation system , ❑Complies [F125]? fans not part of tested and listed _ ❑Does Not HVAC equipment meet efficacy F01❑Not Observable " and air flow limits. 51. w. r ❑Not Applicable'- 404.1 :75% of lamps in permanent �� ❑Complies [F16]1 fixtures or 75% of permanent ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low -voltage ❑Not Observable lighting. _ a ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [F12'3]3 no continuous pilot light. ❑Does Not a t s` I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) ''2�` Medium Impact (Tier 2) 3. Low Impact (Tier 3) Project Title: 1434 Report date: 07/12/18 Data filename: W:\online.ntainc.com\062218-24\Project Documents\1434.rck Page 9 of 9 i P?PROV,Elo o'fcry 7-30-18 " w FLA hibnufactured BuUnq Prtkjfam -SuOe SOA :1'rofiessional T6Uhm<-,-,, FloWa 32394-6772. R T E R Phom; 850ASMS24- Fat 80,4144436 Kerillaws on, teciretory, -SWOitb-0r'12-? 2, 01, 5 tI,nl'mkynce , Jac obse* n Ho'm'e5 Po ff!ce,'�' 36'8,' Safety RE; Fviariufticturer: tfqh,,JJDWFT=P5.E$ -6t[,On"Date; September 9,2019 Dear., C. I Inton h4yrlce It is y pi a ,qi� sen-grr.jesi', legated -Zthat .easQrg,t,'o.Anf"OrM FL 16 5 s'PM "'qppt-dve&.Um�r pqtyp�f',Pql dlr�doj?rp S pfovided r under Ch�q ti2� 'Fl-' "U ir Aare It Ufi ul lngs�-kr Construction or.mod'igcafloi7l.on,.,)a manufactured bu),Iding-.cat-inQt..begin ,until, �heThird P,artV had dIrl co 'CY �3pp'rov�htr ty aid respgnsibthties that us �a rne�- m h :q'we it rev v anti in ect r a . le a sp � [o J_ 'E�-Ch -havI6,g jorlsd4--tlon. Your certificat foci is approvers lot 'threit years from '' h years; I�m 9 r-i e-f`ate �, sh y e,BC $1:,C)"VJ16 id* no - rA" you'rhay -contact 'Robert,;Lorenzo .,at,,'850-7-7,17_!-.id§5. or - I c.c: H! erlherQ Im rr nain"In: eby _,_ t]_ lodal R 6ti4t` Lo'rer')Zo i�4afiuFctured Buildings I?"rogrilri;< Rick Sod% Povemor -L In M In p, �'i' ` - ; •�, tPY'e;p� ia. t �a�"t E ti .. !fI 'E c a PPPROVFO Er�ria *try az tt �i u� C�i'Ie �tt;!y 7 — 3 0 —18 ? �it'c�..iC�uil�a��,���e.��R�,��°��r7���t►.;,`��'TI����'���-4�+'"�.,�`�'!�:i Z LLI lS , Sq �g' uy . Q , ' � � �' "► �► i La �rl. u °: uii rift cgRTER Y3' ® ] }.- 1 �` • x' " 5 r �' 1 r l� r I i �`� w s � lAP�i"? '� '9+:"A�#J�L1 �l1���9.FB7p.Ltti�'�t�1�d•�}'P4��Ptr'�`c ��ar`—'?�4^'iS��'i6�J �i34}�"�'�.�"F,3¢�°� a;• i . a APPLICATION ENGINEERING FOR HEATING AND COOLING JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 PpPROVEO 7-30-18 IN miff LLI �2F� �Co C RTER ?t P Manufacturer'', Model #: MOD-1434 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 612812018 (Method & Output V 2018) All rights reserved. -!this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals• J Rev 8.2 and D Rev 1.1. System registers are located for best distribution) based on Manual T. Design calculations are based on ACTUAL orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A FBC (2017)/IECC (2015) 30N Latitude COOLING LOAD: 19,377 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 17,070 Btuh based on outside temp of Crawlspace is npt heated by the primary air handler. CONSTRU Total Cond. Floor Ar Level 1 Ceiling: Primary Wall Area: Secondary Wall Are; TOTAL Low-E wind TOTAL S.G.D. TOTAL Glass Bloc TOTAL Skylite TOTAL Doorl Area: TOTAL Door2 Areaj All Glass % of Floorc All Glass % of Wall: LATENT GAIN: Mech. Ventilation: 17 ° F ( -9 C) with inside temp raised to 72 ° F (22 C) Actual UA =193.4 Max UA (Table R402.1.2) = 237.6 Use net wall area, not gross wall N DETAILS & U / SHGC VALUES: (22+Non-ins Rim -19 - 30) GREEN ORIENTATION a: 886.67 s.f. TRUE Outside Perimeter: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. 1034.44 s.f. (Net) Dark Roof(U): 0.032 0.00 s.f. (Net) Prim Wall (U): 0.059 v 127.50 s.f. Sec Wall (U): 0.030 41.06 s.f. Exp Floor(U): 0.044 0.00 s.f. Low-E wi 0.350 / 0.28 0.00 s.f. S.G.D. 0.480 / 0.39 0.00 s.f. Glass Bic 0.630 / 0.51 0.00 s.f. Skylite 0.790 / 0.64 19.01 % Door 1: 0.460 14.01 % Door 2: 0:670 3263 Btuh 31.1 cfm ( 14.6 L/s) Altitude: 40 ft ROOM BY ROOM VALUES: Heat Exiting Furnace: 99 deg A/C Exiting: 49 deg NOTICE: DuIe to glass area variations, the hourly cooling loads may not be balanced by a single -zone system l HEATING COOLING CFM ROOM NAME LOSS (Btu) GAIN (Btu) DIST Living Room c 3,869 4,494 156 Bonus Rm + c 259 215 12 WIC 9 c 770 803 29 Bedroom #1 c 2,191 3,002 107 Bath #2 h 1,646 1,416 51 Bedroom #2 c 2,322 2,496 88 Bath #1 h 687 576 21 Kitchen c 1,623 1,779 63 Dining c 3,702 4,596 162 TOTALS 17,070 19,377 689 133.67 ft Level 3 Ceiling: 0 to 0 in. FLOOR DUCTS (U): ATTIC DUCTS (U): EXT. DUCTS (U): INFLOOR DUCT AREA: ATTIC DUCT AREA: EXT. DUCT AREA: PEOPLE: 3 FIREPLACES: DUCT GAIN: @ Semi -Tight DUCT LOSS: Summer Infiltr (7.5 mph): Winter Infiltration (15 mph): Cooling Air Values for 2 ton unit CFM Btuh 191 5,521 41 117 67 99 33 64 209 822 1,190 3,376 1,940 ,2,866 966 1,841 6,045 23,747 Heating Air Net Roof Area (less ducts): 812.7 s.f. n/a Duct TEL 0.125 317.1 ft 0.125 0 S.F. @ 51 TD/ 29.8 TD 89.73 S.F. @ 95 TD/ 94.1 TD 0 S.F. @ 95 TD/ 49 TD 3420.5 Btuh Total Appliances 0 1180 Btuh 1393 Btuh 28.9 cfm 54.5 cfm @ Semi -Tight 580.9 FPM, max velocity in trunk #: 2 0.19 Max pressure at A/H Values for 30 7.5 KW 90 % Gas/Oil Elec CFM Btuh E Btuh 184 6,268 5,941 40 - 1,351 1,281 113 3,832 3,632 65 2,203 2,088 96 3,254 3,084 32 1,097 1,040 61 2,090 1,981 202 6,864 6,505 792 26,960 25,552 Maximum A/C capacity Calibrated Blower Test Btuh (alt adj) 7,578 1,631 4,632 2,664 3,934 1,324 2,528 8,228 32,519 0 A APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES. Model #: MOD-1434 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FL( Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems Calculations include factors for duct air (SPLIT A/C) 6/28/2018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOB EN HOMES )erature change and pressure drops through ducts. All joints are tightly fitted or sealed. �j Blower CFM 679 @ 0.7 E.S.P. TEL= 367.1065 FR= 0.1062 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) � Final I Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft: Length Btuh Btuh cfm cfm cfm Size (i.d.) z (i.d.) Size fpm 1 Living Room 2 0 4 19 230.1 253.1 2,349 2,728 80 95 95 5.10 6.0 484.9 2 Living Room 2 0 4 10 227.4 241.4 1,521• 1,766 52 62 62 4.25 5.0 452.1 3 WIC 2 0 4 8 226.8 238.8 770 803 26 28 28 3.00 4.0 321.3 4 Bedroom #1 2 0 4 17 229.5 250.5 2,191 3,002 75 105 105 5.25 6.0 533.7 5 Bath #2 2 0 4 25 252.6 281.6 1,646 1,416 56 49 56 4.27 5.0 410.9 6 Dining 3 0 4 24 289.1 317.1 3,702 4,596 126 160 160 6.70 8.0 459.5 7 Kitchen 3 0 4 11 285.2 300.2 1,623 1,779 55 62 62 4.54 5.0 455.4 8 Bath #1 3 0 4 12 298 314.0 687 576 23 20 23 2.92 4.0 267.9 9 Bedroom #2 3 0 4 18 287.3 309.3 2,322 2,496 79 87 87 5.22 6.0 443.7 N/A Other Rooms 414 346 17,070 19,377 572 669 679 PROV£D 7-30-18 . RjP TRUNK DUCT LISTING ANALYSIS TRUNK # 1 4 90 94.0 17,070 19,377 TRUNK # 2 4 94 98.0 16,810 19,162 TRUNK # 3 5 194.851 199.9 8,334 9,446 TRUNK # 4 - - TRUNK # 5 - - TRUNK # 6 - - TRUNK # 7 - - TRUNK # 8 - - TRUNK # 9 - - TRUNK # 10 - - TRUNK # 11 - - TRUNK # 12 - - TRUNK # 13 - - TRUNK # 14 - - TRUNK # 15 7 - - LONGEST RETURN DUCT 50 50 679 9.20 679 9.23 13 333 7.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 679 8.80 19 14.0 634.9 17 16.2 442.2 12.0 424.0 0 0 0 0 0 0 0 0 0 0 0 19 20.8 270.7 r APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MOD-1434 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by, LaSalle Air Systems 6/28/2018 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 17,070 Btuh at 17 REQ'D BLOWER CFM: 822 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 16,114 Btuh at 96 Entering Air DRY Bulb: 76.0 ° Mech. Ventilation : 31 LATENT CLG LOAD 3,263 Btuh at 96 ° Entering Air WET Bulb: 61.0 ° Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 47.9 % FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings!) Air handler model #: Condenser model M =Blower Data Select blower speed in COOLING mode: Blower CFM is between 577 > < 780 for Total (External) Static Pressure between 0.6> <0.8 =Electric, Gal or Oil Furnace Select blower speed in HEATING mode: Output Btuh is between 17923> <23897 Blower CFM is between 298 > < 353 for Temp. rise of 55-65 pPRO� P FO Blower CFM Is between 353 > < 431 for Temp. rise of 45-55 Blower CFM is between 431 > < 555 for Temp. rise of 35-45 7-30-18 Cooling Equipment S/T Ratio = 0.83 Leaving Temp = 50 TD = 25 M N At 96F outside, Total A/C output from 19764 btuh to 22283 btuh is GOOD. At 96F outside, Total A/C output from 22283 btuh to 23252 btuh is MARGINAL. _ Sensible Capacity is from 14482 btuh Latent Capacity is from 3197 btuh Mechanical Ventilation is 4.5 % of blower cfm. =Heat Pump with Supplemental Heating Coils Data from performace charts i btuh at F outside btuh at F outside I to 17745 btuh to 4894 btuh Dry bulb increases by: 0.9 ° Data from load calculation 0 btuh at 72 F outside 17,070 btuh at 17 F outside �R R �P Wet bulb increases by: 0.5 ° J 25000 I —!— Draw Load Line and Performance Line 20000 I 15000, 10000I 5000 I 01 10 19.2 28.5 37.8 47.1 56.4 65.7 75 I At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. t APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES 901 4th St North Safety Harbor, FL 34695 Model #: MOD-1434 HVAC System Type: OVERHEAD GRAD FLEX FOR UP-F OW (SPLIT A/C) Design Zone: FL, Region 2A F.BC (2017)/IECC ( 015) Prepared by LaSalle Air Systems 6/28/2018 All rights reserved. This information proprietary to LaSalle Bristol Co. and I JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 17,070 Btuh at 17 ° REQ'D BLOWER CFM: 822 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 16,114 Btuh at 96 ° Entering Air DRY Bulb: 76.0 ° Mech. Ventilation : 31 LATENT CLG LOAD: 3,263 Btuh at 96 ° Entering Air WET Bulb: 61.0 ° Entering Air RH: 52 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 48 % Natural or Mechanical: Test the infiltration at 50 Pa should result in 691.9 CFM infiltration being 5.202 ACH (to be confirmed by testing (5 ACH = 665 CFM) (3 ACH = 399 CFM) I Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 202.2 8.0 25.00 0.0 0.0 0.00 Bonus Rm 50.1 2.0 0.00 0.0 0.0 0.00 WIC 35.4 1.4 1.25 0.0 0.0 0.00 Bedroom #1 136.1 5.4 15.00 0.0 0.0 0.00 Bath #2 66.1 2.6 1.25 0.0 0.0 0.00 Bedroom #2 126.7 5.0 7.50 0.0 0.0 0.00 Bath #1 53.3 2.1 0.00 0.0 0.0 0.00 Kitchen 111.7 4.4 3.75 0.0 0.0 0.00 Dining 106.0 4.2 30.53 0.0 ----------------------------------------------------------• 0.0 ------------------------------ 0.00 TOTAL 886.7 35.1 84.28 Mechanical Ventilation is Not Required Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION ' Flow Private Living Area 3.0 655.6 64.7 0.0 Floor Supply of Warm Air/Floor Return 656.7 Private Kitchen 0.0 111.7 0.0 25.0 Floor Supply of Warm Air/Floor Return 63.73 Private Baths 0.0 119.4 0.0 40.0 Floor Supply of Warm Air/Floor Return 100.6 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 ----------------------------------- 0.0 0.0 0.0 0.0 ---------------------- 0 Total 3.0 886.7 0.0 0.0 821 System Ventitlation Efficiency: 0 PpPROVEO 0 7- 30-18 ' qR ER % pdd d � j XOQe7�t�� IL h fwKO �> WHEN EXT. DOORS ARE INSTALLED ON —SITE, BY OTt( DOORS SHALL COMM ' VVITH ALL EGRESS A 1 ALL VNND LOADING REQ' tq 9 (ON—SITI=, BY OTHEF 8) O MIli y I cE lgd. x� Uj 0 24,/f X 60 9 y• 00 R LS-2" N GREEN *LaSalle r stol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers �atam�mq-��ae<r 3 ss mm��•J� x 19 Rs�as�.� ttil�.ultoGl.t-sar® IMPACT WIN WS (CHECK_SALES ORDER) PpPRO�£� 0 7— 30-18 v2 � N Cj RT E jP UN—MAML (ZXC5 ) HOUSE MAP MM LAP s) ale TYF£ 9f 0E= OMM awsm a0m 0 Q 7/18" OM 9"Dw tQ OUT Rom zs SI1w sm. ,tY )OF = R--30 ALL = R-19 ._0nnR,= R-2 9 AL R-1 ) go gSd S11 ANNS, 14,90 all Ial3 _m o 51 0 1 • I r e x gib' 11M V- -- JIS OB?� 30 MAL s 9iffXV a $U: MOD-1434 4 MCP-3060(M1434*) MCP-3060(M1434*) ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: C Mean Roof Height: 15 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and,the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: a . Category/ .. Subcategory `Manufacturer ;. Product `Description ll o; FL Product Approval 'Number) . 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-119 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door FI 15326.9-112 B Sliding Shwinco Architectural Sliding Glass Door.- Exterior FL12519.2-R4 Sliding Kinro, Inc. Sliding Glass Door - Exterior FL 2865 - R11 C French (Single) Custom Windows,'Inc. 8700-SD Single French - IMPACT FL 14850.1-113 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-113 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) I-8153.1-118 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R8 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL5823.2 - R8 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993.2 - R15 B Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-1110 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185.2-1110 2017 CODE VERSION June 22, 2018 Pass /Fair PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY Category/ Subcategory Manufacturer Product Description FL Product Approval Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.6-R4 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-R3 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category/ _._._ Man.ufacturer_.---�—er:� _. _Prod:uct�Descrr tion - =Appro_va Subcategory .. • _ _ .._ .. p • x;n Number`(S D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 (1/2 INCH PLYWOOD ROOF SHEATHING REQ-D) E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R5 5. Structural Comp. A Wood Connectors Tie -down Engineering Coil Strap Local Approval Wood Connectors 'Oliver Technologies s Coil Strap Constellation Tech. Wood Connectors Master Craft Eng. MetalStrap Report - A131394 B Truss Plate MiTek Truss connector plates FL 2197 - R6 C Engineered Lumber GP GP -Lam FL 2023.1-116 -- Pass./Fail -- - r PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES w "'Loor TIE L 19 W .00411, Yoe "PMVPm- Pr-,. Q4 9.4194 of JDAte,'Apeo-We"., P.-w1r, ''Pr A`6 "pp j6s.t---Mgth6d��4. TehAb�jn--�'t� J�tdkson- IX x.0 -03i5 P. N .03 Ofthalinc '4 grid li�,4 Ah - I 'o N 6'W 4, 2! 24 4.5 1:- 249 4- 4, 7 -;9 NrA R�#W -7 irg.7 i 07 PpPROVFO 7-30-18 V) LLI Wind Eauivalenc Vult = MRH = Exposure = 71-700 C mph feet PpPR0VE0 NK. JZ 7-30-18 ' z - -era A--•-.- w Rr R P Pult = WL = Vult, * 1.21 * C Pult = WL = 28900 * 1.21 * C Pult = WL = 34969 C Pasd = Pult * 0.6 Pasd = 34969 C * 0.6 Pasd = 20981.4 C Vasd = MRH = 15 feet Exposure = C Vasd = sgrt ( Pasd - / 1.21 ) Vasd = sgrt ( 20981.4 C / 1.21 ) Vasd = sq rt ( 17340 C ) Vasd = 131.68 mph Construction - use design of Vasd = 150 mph MRH = 15 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 15 feet Exposure = C Job Truss Truss Type Qty Ply Jacobsen Homes 216 67078 M723001 MONO TRUSS 1 1 2162078 Universal Forest Products Inc.; Grand Rapids, MI 49525, Mike Patten 7.350 a Sep 27 2012 MiTek Industries, Inc. Wed Mar 20 09:69:24 2013 I � I 0-6-0 3-3-4 4-0-12 4-1-0 REACTIONS Max Horz8=242(LC 7) 1x3 11 Max Uplift6=-283(LC 7), 8=-811(LC 5) 5 -- Max Grav6=216(LC 2), 8=580(LC 2) 8 2.80 12 3x3 = 3-2-0 I 12-214 4 0 0-1-8 Opt. 2.5x4 % T1 O CO Cut-off 3 H W 2 1 oi1 -_ - , B1 -- -- 8 7 6 2x3 11 3x3 = 3x3 = 3x3 = I� I 3-3-4 1 4-0-12 1 4-1-0 0-6-0 I 11-5-0 Plate Offsets X Y: 2:0-1-9 O-0-13 3:0-2-0 0-1-0 4:0-1-8 0-1-0 6:0-1-4 0-1-4 7:0-1-8 0-1-4 SPACING:2-0-0 SPACING: 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.64 Vert(LL) 0.15 7-8 >914 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.12 7-8 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.44 Horz(TL) -0.04 6 n/a n/a BCLL 0.0 BCLL 0.0 * Code FBC2010/TPI2007 (Matrix) Weight: 30lb BCDL 7.0 BCDL 10.5 FT = 0% LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end [PC] BOT CHORD 2x3 SPF No.2 verticals. EBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. FACTIONS (lb/size) 2=35310-3-8 (min.0-1-8),6=323/Mechanical x PPPROVFp Max Horz2=242(LC 7) Max Uplift2=-471(LC 5), 6=-456(LC 7) \� 0 Max Grav2=416(LC 2), 6=379(LC 2) o 7 - 3 0 -18 ' �jORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/0, 2-3-1056/1348, 3-4=-630/779, 4-5=-44/14, 5-6=-84/170 X U) CHORD 2-8=0/122,996, 7-8=-1554/996, 6-7=-915l592 �%UEBS 3-8=0/122, 4=7--122l223, 3-7=-414/654, 4-6=-652/1008 VVE NOTES 'A U 1) This truss has been checked for uniform roof live load only, except as noted. yF,Q 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @241n o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. 180mph @16in o.c.; TCDL=4.2psf; PC7 BCDL=4.2psf); h=35ft; Cat! 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and ' c q R T E R forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between E-signed by Kevin Freeman bottom chord and any other members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift atjoint 2 and 456 lb uplift atjoint 6. "Pin ) all pitchbreaks" Member end fixity model was used in the analysis and design of this truss.+p{ti.11'�¢s a►Al l�. .: U 56.2.5:� Pd to 41 Tie professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 3/20/2013 n t necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether aptruss design is acceptable under the locally adopted building code rest with the building official or designated appointee. A WARNING -Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 only This building component has been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an designer individual building comporient to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction isl fEbrication, the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council America Truss Plate Institute Recommendation frbm quality of and available WTCA, 6300 Enterprise,LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe@copyright 2013 by: Universal Forest Products, Inc. Job Truss Truss Type aty Ply Jacobsen Homes 216 64312 M600802 MONO TRUSS 1 1 M36117F ' Job Reference (optional) Universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett 7.330 a Feb, 17 2012 MiTek Industries, Inc. Wed Jul 18 11:07:37 2012 Page 1 of 1 I J 5-0-8 4-8-8 I I 1x3 II 3 i ' I 3.28 12 i 10-A.5 3x4 2 T1 - -- W3 W1 1 B1 I I 3x5 = 1x3 II 4 3x3 = 5-0-8 ---- 4-8-8 - 9-9-0 Plate Offsets X Y: 1:0-0-4 0-1-0 2:0-1-15 0-1-5 4:0-1-4 0-1-4 SPACING: 2-0-0 SPACING:1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.90 Vert(LL) 0.14 1-5 >811 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.11 1-5 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.48 Horz(TL) -0.02 4 n/a n/a BCLL 0.0 BCLL 0.0 Code FBC201O/TP12007 (Matrix) Weight: 23 lb BCDL 7.0 BCDL 10.5 FT = 0% LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end vertical.] BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 2x3 SPF Stud I ! PpPROVFp REACTIONS (lb/size) 1=276/0-3-8 (min. 0-1-8), 4=276/Mechanical Max Horz 1=242(LC 5) ^� J ?' Max Uplift1=-328(LC 5), 4=-398(LC 5) 2) 0 7- 3 0 -18 ' Max Grav 1=323(LC 2), 4=323(LC 0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-686/850, 2-3=-63/14, 3-4=-94/207 Q BOT CHORD 1-5=-1048/624, 4-5=-1048/624 WEBS 2-5=0/183, 2-4=-651/1104 G NOTES (8) 1) This truss has been checked for uniform roof live load only, except as noted. A R T E R 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. Vult=180mph @16in o.c.; TCDL=4.2psf; E-signed by Kevin eeman BCDL=4.2psf); h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 tL1� 11r . include for live loads. 3) This truss has been designed for basic load combinations, which cases with reductions multiple concurrent �, live load live loads. F R �. 4) This truss has been designed for a 10.0 psf bottom chord nonconcurrent with any other *% " �i, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the�C� bottom chord and any other members.'+'�,(, 6 Provide mechanical connection (by others of truss to bearing late capable of withstanding 328 lb u lift at `oint 1 and 398 Ib u lift at joint 4. ► " �'" 7) Fixity of members 2 - 3, 4 - 3 have been changed. No 92.54 8) Based on M600801. Updated code to FBC. "5 •M i O R 6 � o12 l�si The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801.EAST BELYJNE PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, RD, NE MI 49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible; for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ! fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation lavailable, I from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe o&opyright 2012 by: Universal Forest Products, Inc. I I'