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HomeMy WebLinkAboutLETTER-PLAN REVIEWED & APPROVED:Y July 24, 2018 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 ak �,ML4JJ We CCU* RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1448 MCP-3602; SFD HWC Plan#: 2540-0437(M1448) To Whom It May Concern: ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1- Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are 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) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. AND ASSOCIATES, INC. 1527 SOUTH MYRTLE AVENUE aLEA (727) 584-8151 FAX (727) SM-3343 1' (727) SOWS92 Mwukr asoa (727) 587.0"T Ins -4- Sr. LUG �p FAR REVIEW BY , REVIEWED pq� DA,fE_ SITE OR DIVISION BE KEPT ON ]O E (S) WILL Be MAC ItE CORY- - --- SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN KSGE 8(t NCY REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS A� THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. APPROVAL ��a�1 1R.1U1 I5 �1G \d®R�R�1lR®AA®��147: GENERAL NOTES:cmmm& AREAA.ra1110 MITE 0 amm MINE!/rs. '�®A� !Q`� OUILDI G #�� D: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER. HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPR). BEEN INSPECTED. & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPECTION REWMENTS. 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS REGULATION'S INSIGNIA. THIS UST DOES NOT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, NECESSARILY LIMIT THE MS. WORK, AND/OR MATERIALS THAT MAY BE REQ'D SUE JECT �COMPLIANCEEFORI �i.'T� PRPr TION / FOUNOON: REQUIRED AREEPERFORMED PERFORMBYSTHE LOCALEDAUTHORITY HAVING G JURISDICTION. ANY L ANY SITE INSTB TO APPROVAL BY THE HA.nALL CODE ALLED AND ALL REVIEW. APPROVAL, INSPECTION, RE -INSPECTION FEES AND/OR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLOIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED OM4TRACMR. ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO NOT CONTAIN FOUNDATIONS FAILURE TO CONFORM TO CODES & JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS & THE FLORIDA CERTIFIED CONTRACTOR IS FESPM913LE & SOLELY ACCOUNTABLE FOR TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS AND THE FOUNDATION RA" I c (BY OTHERS). ALL GRASS. VEGETATION, ORGANIC MATTER, UNSTABLE SOT. ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE INCL SUBSSM . ���• (SUCH AS ALL MUCK AND/OR OTHER LIKE SOTEIL S). 07M DESETOUS MATERW.(S). 4. OCCUPANT LOAD - ME PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. - - - - - -- -- ALL LOOSE DEBRIS, ALL FOREIGN OBJECT$ ETC-. SHALL BE REMOVED FROM THE 5. NO PORTION OF THE -MANUFACTURED -BUILDING_SHALL BE -INSTALLED BELOW THE- THIS LIST CONTAINS -EXAMPLES AND -SHALL NOT BE CONSIDERED ALL INCLUSIVE AREA OF THE FOOTINGS, AS WELL. AS THE ENTIRE AREA BENEATH _THE- BUILDING.=--BASEFLOGU-ELEVATION=AND=THE-fOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL SITE O RADMAU AND LOT PREP. (INCLUDING ORRANACE), THE. MINIMUM -PITCH -FOR ALL SURFACE GRADING -SHALL BE AT LEA r ONE INCH LOADS INDUCE) WITHOUT TRANSFERRING ANY IDUC ID LOAD THROUGH THE BUILDING. 2. THE COMPLETE FORMATION, 7E-Dn% AND ANCH R NG SYSTEMS FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY 6. THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN & MUM TEATMENT AND MMM VAPOR BARRIER BELOW SIRUCTNE PORTION OF THE STRUCTURE ALL STE WORK IS BY OTHERS, NOT JACOBSEN HONES 'HIGH VELOC7Y HURRICANE ZONES' - DADE AND BROWARD COUNTIES. 4. RAMP% STARS AND MOM ACC MOUSERS ALL ACCESSIBILITY FWMERM 2 CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH 5. EEmDm D:RAN% aEAN-01.1751, AND Homm TO in sunmo E;YM M(sl APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED 6. ANY PORTABLE FINE EKIDRaesmR(s) AND/aR FIRE SUPPRESSION SYSTEIKS) REM OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL 7. ELECTRICAL SERVICE OICGDNG F7DEDERS) & CROSS-OVERS ON MULn-SEDITION LINTEL COVERED W/ CORROSION RESISTANT WIRE MESH. THE LEAST DIMENSION SHALL NOT AGENCY. ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING S. ALL NeWIN S LED DRYWALL - COMPLETE PANEL FkSTRI R4 TARE. & 7WUR6 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 NA03 - Ir D.C. MIME 31Y SCREWS - 16' D.C. MTAYW - UN FINSIED DRYINA L OILY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 so. 'FEET OF CRAWL SPACE (AREA BENEATH BUILDING). CRAWL SPACE ACCESS PER REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO INSTALLED THE BUILDING, SHALL BEAR SOLE UABILITY/RESPONSIBLITY. 9. smucnRAL a AEmEnc mummatem o s eumm Momm/SErnms. 10. Exr. Sam AND ROOFING W OR ROOF cowmRcsy THE FBC/FRC. MR MIL POLY VAPOR BARRIER IS REQT) BELOW THE BUILDING. Q►ALTERNATE 7. THESE DRAWINGS, PUNS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY OmL Enema METAL som 11. WEROR WALL FN91 (FwWALLS) AND SOFFIT MATERIALS (D'DWA L PORat AR EA4 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 W HOOw CwAF= FALL PRm mOK WINDOW PROTEen(*L ANDA R SICK 51W nmm & THE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REQ'D FOR THE COMPLETION OF ANY ITEM INCLUDED I& somm OF FLOOR FounaN/EnTmu Dwm MATERIAL W E 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. aws-mtx cONmmas otme). FREm AR NrAm AND mom Dom Tom ANY EMD04CE THAT THE GROUND -WATER TABLE RISES TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS 15. AR CPanCNFD AND MUNG SYSIEN (REFER 10 Ftamut k7OW MCLIATICINS GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER 8. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES„ DETAILS AND SPECS) FOR MINIM EFFICIUM RmuROtans} IWALLED CN--SM BY OTHERS, DOES NOT READILY DRAIN FROM THE BUILDING SITE; THEN THE GiRWND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL 1a. HVAC m°.LY1tECT, WR N4 E EAKIRS, SEANCE RECEPTACLE. mr- 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 carymm AT mm AREAS, DRY-P6 RID mmmaN oww4OO amm RTC..} GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. I& OABE END FRAmm WITH MGM RDOF SYSTEIM 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE; EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS STALL BE COORDINATED BY THE CONTRACTOR. is. FIFISUCE CHIIWY sTAC K, VENTIAmaN SYS M FIREPLACE CDEEY FRAMRRG. SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AN GROUND TO TRANSFER ALL LIVE, DEAD. AND/OR ANY OTHERWISE �y NOTE: THE FLOOR AND/OR ROOF DESIGN OF INS PLAN IS TIGHT -FRAME TRUSS -TYPE 20. FEWD GRAB BARS.AFD ANY mIE:SF�R AF REAIURRES 71UT AFE FMKRm. 21. ONLY WEER NOT NSTALIFD N THE FACTORY, INSULATION AND FM AR HMRImR. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS CONSTRUCTION' AS.REFFREHCED IN FAD RULE SSA-30I2(6). POSTING OF NOTICE SIGN(S) AS 22 HIGH EFFICACY LAMPS REQUIRED BY FRC R404 ARE INSTALLED ON -SITE• BY OTHERS & COLUMN LOADS THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. REQUIgD BY FAC RULE SOA-&012(6) SHALL BE SITE INSTALLED AND IS THE RESPONSBILITY 23. 'BUILDING ADDRESS• AS REQUIRE) BY FBC R319.1 ARE INSTALLED ON -SITE, BY OTHERS 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO OF THE BUILDING OWNEi 2C UNIT WILL REQUIRE COMPLIANCE WITH THE FLORIDA ENERGY CODE BE PROMOM BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR ITEMS INSTALLED AND INSPECTED AT THE FACTORY. LOCAL APPROVAL IS NOT REWIRE). NOTED THIS APPROVED BUILDING HANGERS AREOTHERWISE T THE FACT RY.JOIST ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. 11♦EREFORE WARNING: � ON: A MINIMUM 1 1/2' BEARING SHALL BE PROVIDED FOR ALL FLOOR MSTS BY THE FOUNDATION SYSTEM (9DEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED). INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREEMELY DANGEROUS ONLY MODULAR BUILDINGS/sTRUCTURES CAN WEIGH SEVERAL TONS. IT IS EXTREMELY IMPORTANT & THE ENURE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR SIRUCTURE/9UILDING. THAT ALL PERSONNEL, ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TUNED. SYSTEM. WHERE ANY GAPS OCCUR. WOOD SHIMS SHALL BE INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY A TIGHT FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL BE FREE OF KNOTS, IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT INITIATIVES. PROGRAMS POLICIES. OR PROCEDURES THAT MAY BE MANDATED BY OSHA CHECKS, SPUTS, 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 THE BE OF TREATED LUMBER OR OTHER APPROVED MATERIAL(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL IN9mEAMOUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM BOX DENSITY -PER ASTM D-1657. FOOTERS 12' BELOW VIRGIN SOIL AND BELOW FROST -LATE S. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 (305mm) & INALL CASES THE FOOTINGS SHALL EXTEND BELOW THE FROST-IDHE. 1. MEAN ROOF HEIGHT HNLRIRIe 16 Tiff MAXIMUMINCHES MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY 2. FLOOR D61GN WIND WFSSURES FOR COMPONENTS AND CLADDING M. 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEENEXTERIOR WALLS AND/OR 9DINC & 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. & A f-OP (12 INCHES) MINIMUM CLEARANCE SHALL BE PROVIDED SETWEEN ALL THE STRUCTURES EXTE RIOR WADS AND ALL CONDENSATE DRAINS. ROOF/GUTIFR DOM SPOUTS SPR Cam SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAIN$ & WATER BEATER TAP BRAN (ON-STE). 4. TREATMENT SHALL BE APPLIED TO All AREAS BENEATH 7W BUL�10/SmUC LIRE (NaUC9NG PORCHES AND OTHER LIKE AREAS), AS WELL AS. ALL EXTERIOR AREAS THAT ARE LOCATED WITHIN A MOULIN OF 1'-0' (12 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FOUNDA71ON SYSIEY AD/OR ANY PORTION OF THE BUIUXNO/STRUCTURE OR AS ALLOWED BY THE F130AIM 4 TREATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WTH A ION. B ME_ POLY VAPOR BARRENE R. TREATMENT SHALL BE DOAFTER ALL EXCAVATION, BACK FILM & CIIPACTIM ANY SaL THAT IS DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL BE RETREATED. & NO WOOD, VEGETATION, DEAD ROOTS, CARDBOARD. PAPER, TRASH, ORGANIC MAnFLAL3, NCR ANY CELLULOSE CONTAINING MATERIAL SHALL BE BURIED YAWN WrEEIN FEET OF ANY BULDING/sRRUCTURE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY BE BUILT OR INSTALLED. REFER TO NOTES 1. 2 & 3 - SITE PREP/FOUNDAMON SECTION. 7. UNLESS OTHERWISE NOTD. A GALV. MUTE 9OELD & P.T. LEDGER SHALL BE NSTAim WH ALONG THE FOUNDATION STRIDE. EN P.T. JOISTS ARE USED LEDGER IS NOT REQD. 0R MAUNG PR ®N: WIND-BORNE DEBRIS PROTECTION IS NU INSTALLED MR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REID W/ IMPACT RESISTANT WINDOWS. IN OF❑❑ 1:11:101:1 1A1.c®"SAP �64 G ❑ „ ❑ SAFETY PACKAGG COURT, saFETY HARBFL OR, 34695 � 7v-726-n3e E1E1E1j 1L LIVE LOAD: 40 PSF A1AlE: STATE OF FLORIOA > au0DIN0, 2017 FRC I 67H mmoN � MEOLAFDOLL. 2011 FRc 61H WHICH 9 ELECmKAL, 2014 NEC � p� Ci PLUNeINo, 2017 FRC 61H mmoH 2017 FAC 6m mmON THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 AND ADHERES To THE FOLLOWING CRITERIA: COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 67H EDITION CONSTRICTION TYPE V-B OCCUPANCY- - - --STD - TOTAL NUMBER OF STORIES: 1 150 MPH WIND VELOCITY wIt ((NMDat.) FIRE RATING OF EXTERIOR WALES 0 ALLOWABLE FLOOR LOAD 40 PSF ALLOWABLE ROOF LOAD 20 PSF SEISMIC LOAD 0 JACOBSEN MANUFACTURER HOMES HIGH VELOCITY NO HURRICANE ZONE PLAN NO.L MCP-3602(M1448*) 4511 PLANS COMPLY WITH RULE 61-62041 FOR PRODUCT APPROVAL OR WITH STATE OF FLORIDA STATUTE 85&M RAISED SEAL (OR ELECEROMCAIJ.Y SEALED) SET OF BURRING PLANS ARE ON FRB IN THE THBID PARTY LISTING AGENCY'S OFFICE AS DMECIED BY FLORIDA DBPR. THE MANUFACrURER•S DATA SHEET AND THE SEATS (DBPR) INSIGNIA, SHALL BE PERMANENTLY MOUNTED TO OR ABOUT THE ELECTRICAL PANEL (COVE" zMa HWC W.M. I G.,r INC. 1627 S. MYRTLE AVL CLFARWATER6 FL 3=6 (7271 594-8151 IDR,A11NiNG P,ACMKAGN 1"CALcdlse )DISCI4MO N PAGN(S) COVER SHEET'& NOTES 1 ♦ls FLOOR PLAN LAYOUT 2 ���♦(J` Q FLOOR PLAN OPTIONS NOT USE* ; ELECTRICAL CALC'S & NOTES 4 ELECTRICAL LAYOUT 5 EXTERIOR ELEVATIONS 6 ._` EXTERIOR ELEVATIONS 7 : PLUMBING NOTES & DETAILS 8 POTABLE WATER SYSTEM •DETAIL'S 9 : •;' �I�G HVAC SYSTEM LAYOUT ,. NOT. USED ' SHEARWALL & SET-UP DETAILS 11 SHEARWALL CALCULATIONS 12'" r_ FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 TYPICAL CROSS-SECTION (OFF -FRAME) 15 R7T/ICHA9E1dIS: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALLS & HVAC CALC'S TRUSS DETAIL(S) AM RESERVED FOR US LNG AGENCY APPROVAL SWAMPS: REVEW OF TIE PUNS AND SPECIFICATIONS CONTAINED W1HN THIS DRAINING PACKAGE I OIGTES CMUUAHM WITH THE OoOFu^ REFFSRR® REAM coNmucnoN cALcrS FIGUM PER 001.2.1.1 - MR11100 2 Digital gigned by: �� lichae Micha�el1 Tomko 0 7-24-18 DN:�GN = Michael G a G `T�mkemail= i �mto o@trarnold.com C = S O = T. R. f ryld and Associates CARTER ti P o m kooD �05'00'7.24 09: aamAa W/ mD Rom WS am PDNYO ALL a® on= INS S'IRUCTUFE HAS NOT BmH Gs1CNm OR APPROVED FOR PLACfTRD4r N HIGH 1AloaTY 7 24-2540-0437(M1448"S BUILDING IS NOT A HUT) ISU"ING. iRatO - �{Eh iT?C•=, HURRICANE ZONES OINM OE. DADE COUNTY OR BROWARD COUN Y). _18 _.._..._-..._._ /?R(bETTOVed By .�2 �. F€ ,?4(llL„°Ba THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR THIS BEDDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE NSPE M ON -SITE FOR INSTALLATION ON A SITE BUILT PERMANWr FOUNDATION AND COMPLIANCE LATH CH e33 FIRE SAFETY COS. �„r IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED. HOMES JADIBM CFR,FIM THAT INS MAHIFAmuRFD BILOM HAS BEN M UDED FROM ,r,. APPRO)M% TE SQUARE FOOTAGE OF BUILDING: N BE RMLILATON OF THE LIMITED STATES APART. OF HOU NC III URBAN MMICIP EW (HUD). 974.21 SR -FT. LIVING AREA !SI Moilui r Ciisil Plan- s Ga-LYiTRTSD, ■ - J 802 64 * 11 ••• , 11111111��♦`- � � Y� 700 E. eEARosLLr AVE ELm1ARG IN 4ES14 074126447" 802 64 * 11 ••• , 11111111��♦`- � � Y� 700 E. eEARosLLr AVE ELm1ARG IN 4ES14 074126447" 3/t6' - t•_o' _icense No. SA P-42 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 STET. THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY BE UNLAWFUL THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN I OF is AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THERON ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. © COPYRIGHT 2018 WEC: EEVomme C DWS: 150 MPH MODEL.: MOD 144E GWYm r (02ma . AA005SN HOIEZ SMEIY HARBOR, FLORIDA, ALL Nm10 RFIRWD. WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT ANO/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. A DWS: 150 MPH MODEL.: MOD 144E GWYm r (02ma . AA005SN HOIEZ SMEIY HARBOR, FLORIDA, ALL Nm10 RFIRWD. WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT ANO/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. A MOO 144E 150 IIPH - Wlt (what6) E1P05111ZE C 1151 - 15 FEET ENEl- AP! PY5TA4.n LIGHT AND VENT CALCULATIONS ROOM LIGHT LIGHT VENT ROOM AREA TEaD I PROUD I IE011 I PROUD PASS / NAME (SO FTJ (SQ FL) (- FT.) (SO rl) UVING/DMO-ROOL 39B 31.6E =15 1.- ...A ' ' BEDROOM /1 145 11.6 244 86-_12.26 PASS BEDROOM F2 137 1095 17.64 848 &96 PASS ROOF = R-32 WALL = R-19 FLOOR = R-22 IORL Rdll 45'-8' II' IS41/1 ^yII 11 2Y-R 2ra 31C W-43/c I/f- - - - - -I30 I/! ISO 1/4--1-1 - V Y 101/!- hitrX6011CL -- 1.I/Y z w 1/ I b IRE 9i ESRTss MASTER BED -ROOM 16 AR AC Be I LIVING ROOM F F\ I a. 1 a e O CIDY�I _ 3E _ I 1 On-I`$te by - Contractor b Y b I CGI - F W > O I 2 - - -�- �__ I ® o _ ----- ------1 $� - 11 I K I � I I WMEV E.Vi. UDOX5 AHE mtiTAllEll I DYh1iE. DY MDIEA5 � � DWR55MALL COMPIT I 6L1E5T BEO-ROOM ��� L-------J r- J BATH S1 w wtlN nla E5NE5s AAD n1L wlrvD wADmiO AE9•Aums Load*R e. u,Dm51 DINING L _ g rHEPiaaz -� � -J If -- b t (!) 24 I/elw 1/47 - itl-21 C D I fr 2 w I/P- - -t I- y 1/! I Ir - t{- - N / 1f-r 2Y-I I/Y 2r-a I/e 33-103/4- 3'd 11 VI 11 TY-6 f/C 551-8' HOUSE WRAP THEN LAP 3O 5/13" TYPE 'X' (EXT. GRADE] GYPSUM OVER OSB 7/16" USE! SHEATHING 1O OUTSIDE INSIDE ExG STUDS STD. ME" GYPSUM LE4771D - FLOOR RAN SYMBOLS OR (q Ir OR W RETURN All DROP (T1PJ ® Ir DLIOT RISER LDCATGN (TYPJ AOfNANIXFR'LOCATION -(TTP.) SHEARWALL O SIEARWALL DESIGNATOR (SEE TARE) -❑1 ®®� -OCE11R-tOCA1ION-(SEESARE) 11 7/e'. W OR 15 7/8' RIDGE BEAM SINGE ALARMS (WALL A COMING) RI COMB Co/91GIE A,ARMI MO�Oi44R • 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 EAEH SHEAR SEGMENT. El COlUMN SUPPORTS com MO SIFTED IN MPH - MWt (1M"mG) MAX" WINHI III IEJJN WOOF "mff N)W * 15 FEET CESIIW Ruff UU 20 Pff OTO91E CX11I C NCOL. 1 [ STUI) Am TIE ma 0 10.1159 OF ) M°alt 1°YC�E N!l TIDE BLm�A11 T9IC OEET7 UPLFT 04MNDM 3 3 2x4 N 21 0 0 0 N 0 J D 4- -N- -M- _0_ 0 0 N 0 �2 3 3 21G6 N 21 3186 �8 0 0 0 N 0 0 3 3 2x6 N 21 0 0 0 N 0 -14_ 2x6 N 10 0 0 0 N 0 14 2 2x0 N 10 0 0 0 N 0 LIE D 0 0 N 0 0 �8 0 0 0 N 0 0 0 0 0 N 0 0 0 0 N 0 SHEAk _ - - - - -N _-m-35.94 PSF m aDESIGN S'S: 0 8 m 10 PSF- �E: uu3l o11aIrN: p o C - 23.97 PSF M OIMPIIW IOLZ I9 �J AT GlM m n AJL lEA6- D = 10 PSF aVL SFaOIIS DESIGN SHEAR VALUE: DESIGN SEEM VALUE: T8104 PLF 0 P1F TOYS. FORCE: O OVr7tTRNINO FORCE 2548 LEIS 0 LBS -DESIGN-SHEAR-VALUE: ESIGN DSHEAR VALUE O 445.94 PLF �0-PL OOVERTURNINGF FORCE: O- OVtRNRININO FARCE 101E IBS 0 AIRS DESIGN SHEAR VALUE DESIGN SHEAR VALUE'0 3 PLF 0 PlF OVERTURNING FORCE'.O OVflTR/RNING FaRa: 0 U35 DESIGN SHEAR VALUE DESIGN SHEAR VNIiF^ 4 0 PIF O 0 PlF OVERTURNING FORGE: OVERTURNING FORCE' 0 LEIS D LBS WNDOW SCHEDULE (KMO 9750 THERMAL PAID: - LOW E VIID0115) KIII SfIt EY L AREA (SO Fr) LIGHT SO\� ( VENT PROVIDED ( 12 x 66 1751 4" 0 14 x 38 3.852 =4 0 14 111 40 4.053 2.48 1.84 14 • 60 1962 192 2005 14 x 66 EI 4.34 80B 24 • 12 1054 1.772 0 24 • 40 81 4M 2.46 24 x 54 EL209 862 3.46 24 • 60 lam 7.69 323 30 • 18 1918 1331 0 30 • 27 5.772 19 1. 30 • 40 8.525 111 1 30 • 60 12.781 9.95 30 x 66 14,055 11.03 34 x 34 6.206 6.975 30 • 18 I.6B0 1986 La • 10 IOM 7.71 3e x 60 15.271 1- 38 x 8 1852 U74 72 • 13 5.751 4.888 0 DOOR SCHEDULE DOOR W x L AREALIG/T (SO. FL) (SO.1 F<�.) VIEW VIDED SQ. FFf)) 38 • 82 21AN 0 0 38 x 82 21.639 4.7391 0 38 x 82 MAN a7 0 72 x 80 40 325E 10.06 105 x 80 57.102 48A 24QB o1®1c 5 p Q F xCx LWI O F�F m o i � y. m pe $ o 0 090-� ®I©Ic a'-mo o m o � is s mm a< El nRnidn :g a � 'm LLW W � R' o15 E1 �o2i+1 met o � gin ®�O1C o' N r o m ®181C b 0 �iza ., I+ IT n FLOOR PLAN N07ES: 1. 951E ITEMS 1 _FCNOADM AND IS 9IOM MAY a 5ISaB® AMMOTirroTO AIL SIAN aPTOMAI O 19r 09D6 AM LOCAL COGS IH AND1 SM STE REVS $MM WAY E "m OFSIIE V MUSL aaWiCO M TES Apprim l WEN FONCATI01 INCUBI I STALUE, MY "va CII ROCI AO 1E00 1 NIIDA➢M L ALL "'m 7. Aa NO NE I'DRIL 16 STAIRS It RATS IETDNO ANC A Br CI DF91T. BY OIDS AIM CM- BY DOERS E F901DFO 6Y OO W • _ SEE RUm %4 9Z MmA L NII'RNISO7RBI6TJWm l4 D6 WEUM OF91C ry ONRS ITT I CNE wr a 1� PM GIL RYAC OTE OF9TE lC DIVERS 11RM Axr to R:-ICfVOV/16 9CC ID C� 11. SHEAMI 9WARW4 �aa11 DES SOE WO/OI 00 6 90W11 NCO/L E1C soIS m r RE iiPiFD' T4 - O B0p1L FIOOI 5�7 EYL A2 I5r II F TIES wY o< S RIM S 910M WH OIINnAtDIDm ME A FGDL ME WRTI 11IOICIT AA1' IW�PNWI'AL ff aE 6 mOT WOWT IS A� AUI1¢ W91 A P0571 MrIIAWWCLff LACANDAT mnaastr, s Ds RNl CE WT H Af® DE Wm M.NOIIfE i �'"T a DIS P FRAME AI wr a maiRlc® OR M GT-FRAME MENIF HAIR As DCEA AN CM Ia RE-NiRM/L ssul is465 S DEY NA16 Jasr aPxus 6p/F BAOO NUM AMY WR DNT 11[ R0. - 9E amTR MW LOIIMaGOI SERVED-10IR-(STING AGENCYAPPROVAI. STAMPS: ?PRO& 0x40o 1O WE I®wc oAn o P 0 ONDA KT, GD wumwa • IN" °p�wALL" ° J wum WDam -0-4 IP"LEMwm ? 7-24-18 ° ND N WAILNW t901IPlpl° t9 f¢T NUI+ICID ION. W ��� � n°aa� 44 Psr IIAI9RArnRw A1L�1 loe U roaTlaa mPn Y��18ONYI4N•1 INCLUDING ALL 8th EDITION ENSF .; 63602 •' .��RAY-% e� /ONAQ-"t`��� z a 700 E. 5FARDSLET AVE� ELKHART, IN 46514 157412640745 mm= m-_ mmm E-_ m-_ DRAWN: D.W.H. -CMC)OD- U- DATE: 6/27/2018 SCAM: 3/16' - 1'-0' 2®Fiis WEC: EI C WiSo­­ttwIAPH MODEL: MOD 1446 THESE DETALS AND PLANS ARE fD10OFH11AL AND PROPREFARY MA7ERM S THE CONTENTS OF THIS DRAWING PAOI CONTAIN CONFIDENTIAL AND/OR POWLEGD INGOFNATWIL ANY UNAL IHOR12m USE. COPYDI DISf1.0571RE OR GSRLBUTION OF THIS PACKAGE. OR ANY OF THE CINTFMS CONTAINED THE EON. IS STRICTLY PROHIBITED BY JACOBSE N HOMES AND MAY BE UNLAIMI L THESE MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. CORED. OR OTHERMSE REPRODUCED AND/OR DISTRIBUTED TD OTHERS FOR ANY PURPOSE VA7HOUT DPI MHTTEN AUTHORIZATION FROM JACOBSE3N HOMES THIS DRAWING PACJNGE AND ALL ITS CONTENTS ARE THE OCCLUSIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED. COPYRIGHT =a COPYRIGHT 0 2018 . JACOBSN HOES SAFETY HARBOR FLORIDA. ALL RIGHTS RESERVED. BUILDING Siff: 974M 4 FL 1. 1. MMMUM NUMBER OF GENERAL UGHTNG /GENERAL USE CfRCU1TS REQUIRED. 2 MINOM (SQL FL It 3 VA / 120 VOLTS / 15 AMPERES - MN NUM. OF GENERAL UGHHING / USE CIRCUITS FM) 2. GENERA. UOIING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BULDM SQUARE FOOT: 2. GENERA. UCJGIING / GENERAL USE 974M x 3 VA - 292213 VA TOTAL VOLT-AIPERM - 2B22AT VA 3. SMALL APPLIANCE AND LAW" GOAD AT lA00 VOLT-AMPERES PER 20 AMPERE CRC TT: SMALL APPLIANCE LOAD: 3 : 1,500.00 VA - 430E VA 3. AIRD ERY LOAD: 1 x 1.500.00 VA 15M VA TOTAL VOLT-AMPERES: - 6000 VA 4. NAMEPLATE RATING OF ALL FORD APPLIANCES (IN VOLT-A1PME CLOTHES ORYER - S00 VA RAMS: - NOO VA COOK TOP: - 0 VA WALL OVEN: - 0 -- -VA - - - - - - MICROWAVE OV6t - 2400 VA DISHWASHER - 13M VA GARBAGE DISPOSAL.- . 10110 VA 4. WATER HEATER - 4750 VA OVER - 0 VA Olm - 0 VA OTHER - 0 VA OTHER - 0 VA TOTAL VOLT-AWBall - 25MO VA S. NAMEPLATE RATING OF MOTOR AND LOW4010-FACTOR LOADS ON A{PERESk RARE: HOOIX* 1 x 1.1 AMPERES - Lt AMPERES 5 ENPWST FAIN * 2 It 0.7 AMPERES - L4 AMPERES CLING FAN(* 3 It 1 AMPERES - 3 AMPERES FURNACE El Y (GAS / OSk 0 x a AMPERES - 0 AMPERES 6. TOTAL AWBtE& - &5 APSES MILTPLY : 120.00 VOLTS TOTAL VOLT-AMPERES: - 660 VA 7• 8. 6. TOTAL HEATNO AND AIR-CON370M LOAD: (USE THE LARGEST OF TIE FOIDWNG SIG SELECTIONS - (A) THEM (F) - N VOLT-AIPt7E5) A. 10D% OF THE NAMEPLATE RATHL'(S) 9. aF THE AIR-OOMMMM AND / OR COd.NG (VOLT-AMPERES)+ 1 It 14400 x 100% - 14400 VA LARGEST IL 100% OF THE NAMEPLATE RATING(S) OF THE HEATING WHEN A HEAT PUMP 10. IS USED MTHOUT ANY SUPPLEMENTAL ELECTRIC HEATNO (VOLT-AMPERFSIC 1 It 12DOD x 100% - 12000 VA C. 100X OF THE NAMEPLATE RATING(S) OF ELECTRICAL THERMAL STORAGE AND 11. OTHER HEATING SYSTEMS WHERE THE USUAL LOAD TS EXPECTED TO BE COMUIUOUS AT THE FULL NAMEPLATE VALUE SYSTEMS QUALIFYING UNDER 12. INS SECTION SHALL NOT LE CALCULATED LRDEA ANY OTHER SO:OON N =A2(C) (WET-ANPEIFSI 0 x 0 x loox - 0 VA 0. 100% OF THE NAMEPLATE RATING(S) 13. OF THE HEAT PULP COMPRESSOR AND 65R OF THE SUPPLEMENTAL ELECTRIC 14. HEATING SYSTEMS IF THE HEAT PUMP HEAT PUP COMPRESSOR IS PREVENTED FROM a x 0 x 1007E - 0 VA OPERATNO AT THE SAME TIME AS THE SUPPLEMENTAL HEAT, IT DOES NOT NEED S MEMWAL EUMI IC HFATNO SSIEM 15. TO BE ADDED M THE SUPPLEMENTARY HEAT FOR THE TOTAL CENTRAL SPACE 0 x 0 It 100% - 0 VA 16. H EA7 NG LOAD (VOLT-A1PQE11: TOTAL I= (DL - 0 VA E. 65X OF THE NAMEPLATE RATING(S) OF ELECTRIC SPACE HEATING IF LESS 17. THAN FOUR SEPARATELY CONTROLLED LINTS (VOLT-ANPEIfSk 0 x 0 x 85% - 0 VA 18. F. 401[ OF TFffi NAMEPLATE RATNG(S) OF ELECTRIC SPACE HEATING IF FOUR 19. OR MORE SEPARATELY CONTROLLED LINTS (VOLT-AIPERFSk 0 x 0 x 40% - 0 VA 20. USE THS WET-A6K E RATING FOR THE TOTAL OF THE HEATED AND AR -CONDITIONING LOAD., - 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED N 2 TUN 5 ABDVEk TOTAL GENERAL LIMING / USE CIRCUITS (2} - 29 M VA TOTAL SNAIL APPLIANCE AND LAMM LOAD (4 - 6000 VA 21. TOTAL NAMEPLATE RATING OF ALL FDOD A'PUANCS(4) - 25MO VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS (5): - 660 VA TOTAL VOLT-AMPERES (COMBINED TOTALS 2-5 MOVE): - 3459163 VA & TOTAL CODED LOAD (FROM 7 ABOVE): - 3469263 VA FIRST IOCVA AT 10010 - 10000 VA SUBTRACT THE FIRST 10KVA FROM TOTAL COIBNED LOAD: - 2459263 VA 23. 0. FIRST 1O(VA AT IOM - IOOID VA (FIRM B ABOVE) 2459293 VA - REMAINDER AT 402 - SW.05 VA SUBTOTAL OF BOTH LOAD COMDIATO♦1 - ISM.05 VA DMEM VA 10. TOTAL HEATED AND AC LOADS ,) - LALARGEST =THIRU (Fk(F): - 1144000 VA SUBTOTAL - 342 A52 VA SUBTOTAL DINDO FL EY - VOLTS / 240.00 VOLTS MIRMM CNAAATM AMPERES LEOIQED: - 14265 AMPERES 1 ELECIWC SERVICE PANEL A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION.. WHEN THE WATER-HEATER(S) IS NOT INSTALLED AT THE -FACTORY, -THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND MALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 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. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE. DESIGNED / CALCD BY OTHERS, 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 EC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). ALL 120-VOLT, SINGLE PHASE. 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS DTCETN, LAUNDRY, UMNG ROOMS, DES, FAMILY ROOMS, CLOSET$ HATS MINING ROMA & SIMILAR AREAS SUMP. BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TD PROVIDE PR07ECMCN 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. SNITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ' ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED NTH 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. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. DWELLINGW FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWENG THAT,IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT -MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWEWNG. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. IN DWEWNG UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED TAMPER RESISTANT'RECEPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. ISd AlU*M ELECTRIC SERVICE PAM CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIMAL CALCULATION - DWELLING UNIT 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: ,♦♦♦� (1) INCANDESCENT LUMINAIRES (FIXTURES) WiTH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS: * • (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE=CE14G, PROVIDED THERE IS A MINIMUMCLEARANCE OF-12 INCHES -BETWEEN -THE LUMINAIRE (FIXTURE) AND THE N POINT OF A STORAGE SPACE. • (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NE POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE EILI(f'�j� PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. 25. BATHTUB AND UGHTiNG TRACK, SHOWER DANTS, OR CAREAS: NO EIUNG-SUSPENDED (PADDLE) FANSOF A CORD -CONNECTED RSHA BE (FIXTURES), WITHIN Z OONEMEASUREDD 3LUMINAJRES FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RUM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINAIRES (UGHTING FlXTURES) LOCATED IN THIS ZONE SHALL BE USTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. NOTE: PER THE 2017 FLORIDA ENERGY CONSERVATION CODE.A MINIMUM OF 757. OF LAMPS IN PERMENANTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF PERMEMNANTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. CPTONA 1 OR 2 ADDITIONAL 1• CONDUIT DROPS MAY BE ORDERED FOR AMINSTALLED FURINE USE. 150 AMP MAN PAIL 120/240 WET SINGLE ERASE 60 HERTZ IM RM0 MM AO 19 MD C*4M DNA MMUM CM CNIIIIA (/J� MSOrIL DMIOGCR-NxO:EED ELY ML<!�N ��MMDMI xcn AlO tR®RpO ALL Hum Gl lli aE:rr NO lRRi�an W MM ERNE PMB. MAIN DT l WAS WAG1N2ID /� � Lf U'mm PAN" ..... �......n 2 INCH DIAMETER RIGTO METAL OR NUD NON-METALLIC CONDOR Isd ,AMP EM.ECTRICAL RISER OIA.GR" ME SWAM PM6 MAN OFA:O71 WE MAY E NOFA= FIM TNAT SNOW HEM F TEMIS dFMOII O>fi i NOEAfiOL lE ® O I AM DIOtAlIS CMIE. I. NTTi THAT Mf:R ON 7U Tin I HID 77WT W N TIM AT LK TAB Tin i IN-C:F. BY ODOHI L B M7• is CD6T TO NlF HA ND A993C L BY 9E LOCAL MNIWIY NAMlO JIR®CRDL a AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPROVfO •ownPrn sD ° tfO III 0 7-24-18 ? ° NO ;a In 'w -�•� «_� F i a ►s VC--30026H44111n and oAcl,(3j!1Y'� •••oinx NA><w MwrAaum ww x �. nu 4 yFR P5y0 ARTE16��o. n�rems �ao.�.o, 7^�6ili CR 1P FTiio�oisxmww7rCDI>Knaabi• COPUIES W/ 2017 FLOMA RES. CODE DNCDDBM ALL Gth EDITION G NSF•:;'����� I 3802 •; lop i i1p • R7 �i ; R•••• •• 11i111�81�♦ s M aa■ Y� 3 0 200 L M RDSWAYA EUCHAV, IN 4 14 W41 ll" 0M Lq Le9 od h DRAWNt O.WAL CHECM: M.T. DATE: 6/27/2018 SCALE% 3/16• - 1'-0• SHEET: 4 OF 15 WEC: E:p°i:n c DWS: 150 MPH MODEL: MOO144a THESE DETALS AM PLANTS ARE CONIDO ML AND PROITMARY MATERALS THE ORGENTS OF THE DRAMM PACKAGE CONTAIN 03191ONDAL ANDAR PRMEGD HFO6UTIM ANY LNAUDMO®US& COPRA MSOOSURE 6t DISTIDUDW OF THS PACKAGE, ON ANY OF THE CWDNM CONTAINED M*FM . tS S WILY PROISITm BY JADBSM HOES AM MAY BE UNAWR. THEE MATEIAS ARE PRO\DED TOT£ RBpQR FOR SECM PURPOSES ONLY AM SHALL NOT BE SCAHED, CWFD. W 01H RMSE FEPROMMED AND/Ot D6DDlITFD TO OTHERS FOR ANY momsE WTHOUT EI'RFS7 WITTIN AUTHWQMIW FRY JAOOBSM HOOFS THIS DRAWM PAWOE 00 ALL ITS CONTENTS AE TIE mmumM PROPERTY OF JACOBSN HOMES, ALL FIWi! DESIRYM COF MGHT 2m CWMOHT © 2016 , JAC@SH HOE$ SAFETY HAFOR FLADA. ALL HIGHS R®WEA ELECTRICAL SYM13OLS LEGEND �fADa AL M IULT ='ALT IS) 0]LT tsE1aR9 711rx 3-TA7 EISWGLrMa 11.>alOgfAT ORLf/ t I $ ATM U IR ImE G O' R FwCR a61 80EAIN11i (a 1A7aDEO MM a6 6G - '0@� � � MM6 W11101111 PA 9LLPYm6 AmW1G tR TD6NOE F EP. fYL TDE®t PATP. V AG NE mIg LK�pI1a� REPS WL M WY DE YI®. R10CV9L Q AGEG, 16TMJID Wna61E-AwxwM. 2 3 CJ _-D�6IIm"I" IEMr - f� 92EAtE YDNF mEIO FM FAN REP Eta 96I ImP. mmET loE MEP. DM IWYMw NEED \ fO1BGL ARIXAtl6 �T E E 7 11CA1E1DXaR Na16 EnN10l rWJam6IUIrs d9RED STAMM P11C ED GLSET WALL YONIm DDFR SYIBO WT E I® FMAM COBS YI 2 STFI EE � (In � M FAN - M Uw w 1 Mlal 10Q? 6n � E 10 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR" (WEATHER RESISTANT). to TO BE LOCATED BY LIEENSEO G HVAELEETRICAL CONTRACTOR ITHI5 IS ON -SITE, BY OTHERS]. MOD 1448 150 WH - Vdt (HIillateJ DFOS 0E C IM =15 FEET 1 ELECTRICAL CIRCUff SCHEDULE MMIXAM oLsaslDOat OFM / ( IE�1GI) SLV.L APrtJMtt - KID rAILTAi1k2 12-2 /1 mtD1AL ruws - un FAUT K - 15 ta-2 a R®am - AWeaEr xor IISID SMALL APRJAME - AFC EAILT/ 12-2 12 GDERAL P11WaS - ARO FART AT_ IS 144 a R®tMn - raeOEr NOT tlsm CPT. WRO11AVE - ARC FALLT/W12-2 w EXT. P CWM (Gal GFa - 20 1T2 a "M puTNo/Js9 - er aniats 9MLL KwAMae - KIO rAO.T/G12-2 14 Lunt RFIDnR (oral Ga - 20 12-a 24 SWGE AL ARNS parno6aEella/M o0ETu1 NAso$ - AJJC iNRT14-2 15 WATER WATER 2o-a Ira a RFmJMD - O2Mf NOTUSED I70EAAL FAAb`aZ - Ma FMLT1F2 to OEC6dC RANGE 10-2P B-3 14 RESU MD - OR Er NOT USED mERK PurW02 -ARC fAIILT 1F2 17 IPT. a91WA9E11 - ARC FAMTAEa NAVE -le 14-1 D fESAMD- OiQEf NOT IR) GENERAL. PURPOSE - ARC F"T K - 15 14-2 w CPT.. GAFGAM OIPOSAL - ARC FAULT K ADFo- 15 1F2 2E RFSDTYED - COW NOT USe Ff®2 20 142 1r LAJ DRY (WAGNER) - ARC FAULT/= GI - 20 12-2 n IESERIED - QN2R NGT USED, GENERAL REWO,g - ARC FAINT K - 15 I4-2 20 IKEDRY (EDGES DRWR) 30 10-3 y RFSaHMD - QiQlf NOf ILWD SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. THERE IS ONE REWIRED FOR TV. PHONE, AND FAN PREP. ONE OPTIONAL Aw POREH 5C s - bt a LIVING ROOM ttpgp•pwn OrAFx01" B FAN PiB. 2 / r / EH L FI- J of FM - L______ s �r IT T-N@-1---1 1` A RU TGIF B •I� I I B n vP L�H�S II 'D MASTER aBED-ROOM 145 O ® B TAWL 6 ra FN1 P% I W B PL REP It M e% LOOK! WHEN MORE THAN ONE SMOKE ALARM IS REWIRED TO BE INSTALLED WITHIN AN INDIVIDUAL OW(]lING UNIT THE SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS} 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. 1, IN EACH SLEEPING ROOM. �f ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE FBC AND THE 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. LOOKI HOUSEHOLD FIRE WARNING EQUIPMENT PROVISONS OF NFPA 72. 3. ON ATTICS IN DWELLINGS OR DEACH ADDITIONAL STORY OF THE WELLING G, INCLUDING BASEMENTS BUT SPACES REQUIRED AND THE SMOKE WELLING UNITS SPLIT LEVELS AND WITH UT IINTERVENINGISDOOR SERVEDFROMAIS BUILDING THE WRING COMMERCIAL SOURCE, AND WHEN PRIMARY POWER INTERRUPTED, SHALL RECEIVE POWER FROM BETWEEN=7HEABJACCE4T.-LEVELS,-A-SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REWIRED ADJACENT LOWER LEVEL-PROVIDED`THAT`THE30WERC LEVEL-_1;LLESS-171AN__(_ffi1E FULL STORY BELOW THE UPPER FOR OVER URRENT PROTECTION. LEVEL 1. A UCENSED-EL.ECIMCAL-CONTRACTOR-(LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS-ALL-OF-THE-ON-SLTE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL. 2. twau s -NIL u2 v4L SINGE PNAsr. IS- AND ZG- AYPEIE GTAN01 OROA75 SPRYNO 07RErs N ALL DoxwomS KRGwL LUAORY. TIMID MMIS, DOM RA MY ROMM C20.EIS Hues CM40 Rows • s AREAS SHALL M PIRDTO D By AN ARG-FAULT CKICAT WERRIPTEA OCIONATION TYPE INSTALLED TO PROWOE PROTECTION OF THE BRANCH G R=- 3-AU SOME_ Ai ARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVA-MM-�ASCY� THERSMUS41ARM&--N?iSdOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EOUIPPED WITH A 'HUSH' BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED (N ACCORDANCE WITH 7HEIR LISTINGS). S. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS). Rom IIDIf A ,XX9NA1ppr7TPB� 1.Ai� H W AI AC VMI Be Completed Om -Ste by Rn Contractor itI1DUX • •IItF3 TD FL PAM.1• W5TALL wT Eii. REffPI HEir41i TIED /3O AMP.l24a tA7tw LCRF.ARAG 5T AEI. Qql) IRVEST BEO-ROOM � B' MN RO. s(�v 1 4i `Y >» IIT atRTFlP T lm Alr �j W 11E HVAC S WED NECIRGIL CO IPACTOR WECIED BY IOCJLAWaR'^XI• ❑ ❑ ❑ ❑ •I.1 WGRI C READ KD UNCERUKD ALL MIES ON THIS SHEET AID 911ET 3 OF IS ❑ ❑ ■ ❑ tTG/JIO w IIIMN 9A11Q PANL MAN EREMI GIPMITII 142.65 ANP EAES �1DE RAW TOOT /f SATIRE PANkl. WHI B3ANB 9S iS0 Nf1Eld.5 n xom /vf� ❑„❑ THE Mr= Pun YAPI EFEMa t SIZE YAr 1taEAYm rRa mAr SAWN 1� r 7/ /•] Mm >a Mote L Ie .1q Qp TIE asiR0 92E 13 NOEASM vE WrE G t708 tRwAEPn AID Di1P,WCE 91Au BE ro DE OORIEOT Uwu • x�DI-Ie�iMKie°i1a�wF ORM aEemlr Kc THAT IS N mDel AT 1 iso AMP "(RIM'- 6Ft3_ a Axa4sp t�0 ���L „� �,♦�, N ♦ •. I EMIZIRICAL RISER DIAGRAM �a "" ���; • G SF�'•�O'•, ' 3802 { TOTAL NUMBER OF CIRCUITS USED �'_21/2E1 jl TOTAL NUMBER OF STD. BREAKER SLOTS USED 1N (NOT INCLUDING DUAL OR RGGY BAOC BREAKERS) � • i � � If1111f1111� `� °Zz 7D0 E. 5FA2DSLFT AVE aXKART, IN 46514 1574) 2644745 LOOIO l�# LOOKI REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 1. FOR A ONE-FMgLY DWELLING AND EACH UNIT OF A TWO -FATLY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN a 1/2 FEET ABOVE GRADE SMALL BE INSTALLED ON THE FRONT KID THE BACK OF THE DWEIUNG IF THIS UNIT IS TO BE INSTALLED IN AN ELEVATED CONDITION, ANY REQUIRED EXTERIOR OUTLETS (AT GRADE LEVEL) SHALL BE INSTALLED ON-STE, BY OTHERS. glWMM Nous: - - -- ---- 6. LIGHTING OUTLETS REWIRED: AT LEAST ONE WALL SIMTOH-CONTROLLED TAMPER RESISTANT RECEPT SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7-ALL RECEPTAILE-OUTLETS-LOCATED WITHIN SIX FEET OF A SNK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEFTACLE-OUn TS-SERVING-CWNTFRMPS,_LOCATED N THE KITCHEN SHALT. BE EQUIPPED WITH GFC1 PROTECTION FOR PERSONNEL. B. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER). THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTA04MENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9-GFLI_pBOTECRON MAY BE PROVIDED BY EITHER A BREAKER OR A GFCY RECEPTACLE. 10. IN ALL BUILDINGS, AT LEAS"NE- RECEPTACLE-OUTLEZoLA1 L BE INS___ T=1N BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE-OUTIFT SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 11. DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) GROAT. 12. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 13.. CEIUNG FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED - . FLOOR LEVEL WILL BE 60 INCHES MINIMUM. CBUNG 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-APPROVM-PLANS_/_DETAILS DUE _MCONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATION l-ETFCRD I-mn (NISI PANEL SHALL A 15. FOR 'ON -FRAME' MODULAR PLANS THE MAIN ELECTRICAL ALSO BE BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING 'JUMPER' SHALL ALSO BE INSTALLED BETWEEN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL REQUIRED BONDING/GROUND CONNECTIONS SHALL BE MADE BY A CERTIFIED (LICENSED) ELECTRICAL -WNTIMIO ON -SITE, BY OTHERS) AND ARE SUBJECT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SERVICE PAN-IS-WRED-"tJMN(>-At"SOLATM-NUMUL/GROUND (4 WiRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REWIRE INSTALLATION ON -SITE. 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. 2 ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR- (WEATHER RESISTANT). 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 REWIRED 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 & REDID. ELEC. IS SUPPLED & INSTALLED ON-STE. BY OTHERS THE SI NG AND INSTALLATION OF THE MAIN BREAKER FOR THE HVAC SYSTEM, AS WELL AS ANY REQUIRED EMERGENCY/QUICK DISCONNECT, SHALL BE COMPLETED BY A QUAUFIED. FLORIDA LICENSED, ELECTRICAL CONTRACTOR AND IS SUBJECT M INSPECTION AND APPROVAL BY THE LOCAL JJRIWC710N HAVING AUTHORITY. THIS ELECTRICAL OONTRACTOR SHALL ALSO VERIFY PROPER PANEL AND BREAKER SANG AND INSTALLATION OF THE ENTIRE BUILDING, BEFORE ANY POWER IS SUPPLED TO THE MAN ELECTRICAL PANEL OR ANY PORTION OF THE BODING ES FDR11511 G AGENCYAPPROVAL STAMPS: QPROVf manuGatmu r E RW cnAo 0 P O oGDRA1Jv, 9D wJ AAm+oa to WER Do9waruuu o WDmvD4Dlr� 10aL� Oy 7-24-18 wA, a R�„ m, NO fD AIJO ImUm 15 fEET _ tj c w °s wxurA°lo°' xoe IDal loAn, ZO PS Ytp-3502(YII48AT INCLUDING ALL 6U1 EDITION REVISIONS 0 W DARE IA LAI DRAWN: D.W.H. QED.• - - _ DATE: 6/27/2018 SCALE: 3/16- a 1'-0- 5 OF is WEC: E1Gomm C DWS: t N MODEL: MOD 1448 THESE DETAILS AND PLANS ARE W6TDFNIIN. AMID PROFRIETAY MATWAL% THE CONTENTS Or THIS DRAWNG PACKAGE CONTAIN CONFIDENTIAL KID/CAR PRIVILEGED WFCDIATIOFL ANY UNAUTHORIZED USE, OOPNMO. DISCDSIRE. OR DISTRIBUTION OF DOS PACKAGE. OR ANY OF THE CONTENTS OONTARM PMZDN. IS STRICTLY PRCEBITED BY dA00B4N HOMES AND MAY BE UNLAWNL TIESE MATERIALS ARE PROVIDER TO THE REGPFNT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED. COPIED. OR OTIERNISE REPRODUCED AND/OR DISTRIBUTER TO OTTERS FOR ANY PURPOSE WITHOUT EXPRESS MITTEN AUTHOWATION FROM JACOBSEN HOMES THIS DRAWING PACKAGE AND ALL ITS. CONTENTS ARE THE EXODSVE PROPERTY OF JAC OBSEN HOMES ALL RIGHTS RESERVED. COPYRIGHT 2G5 COPYRIGHT 0 2018 . JAemsE2M HOMES SAFETY HAROM FLORIDA. ALL RIGHTS RESERVED. • . " ,' " r WATION NOTES, SE aMS-SM RE ROOF MWTION 3N TYP. TYPICAL FOWAOGN 15 X B' TYPICAL VENT FOIMAIM D64GN/1XIM UM UI-S1F; BY DIME FOUNDATION VOW11ON AND IS NUW 10 LOCAL WOES AND BTfECOOf6. PER DIUIiM D394 STEM NAIL FOUDATION MOW - OTHER FOUNDATION TWES MAY BE UUl R 11� �y OR%�V ONOR APPROM USTED TRUSIES MAY BE Oe7DOR0 F WnWM ROW ANOE O I= c®m ALL EMUS OORMm wM 00 PAW" ATE RASM OHM MAX AlLaWARE BMW NOW AHOG SMWW MOK ®A 8"AIRON (/,eOUD NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER OEEORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. ■ ■, ■■1 ■■N ■■a ■ ■ _ ul�anr._ uI am _ _ `7 Y'I 1 � f •:• it X 8' TTPICAL VFRF I FDLIDATDN OESGN/COWMCNUI ON-SK BY OBiDiS RAWAIM VFRILIITION n 6 IMCI TO LOCAL COOPS AND MPECBQS. PER DREM 050 SILL NAIL FOUDATION SHOM - OMM FOUNDATION TYPE MAY BE UIRED. o ¢ F-1 1-11-1 F-1 DE101-1 ElIFF-1 [:][:][:IF—] AcossoN HOMOS bOO �,A�t.ICARD COURTr, SAFMY HXAUOR, FL 34695 1. AND IS SON R 70ALLL �91E; L AL CO 0. ROOF SEN1MnCN WY 'BE AC OD TFROUfiI . AND IS SUB�ECf lO ALL STATE AND IDP.AL COOS THE USE of EITHER VENTILATED EAVES OR ROOF AND ITEMS SHOV VENTS EITHER CF THE9L I ION. MAY <E lL4D 2 S.gIE ITEMS 9D1LN MAY BE C1t-SITE, BY OTHERS. SEPARAE].Y OR IN Cplt$NAnpl SITE ITEMS MAY VARY. NOT COVERED BY TFEEg 9. ROOF OVERHAND (EAVEj SIZES MAY VARY. TYPICAL APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/� AND SIDE EAVES 1 *M MSTAIIED. THE GARAGE FLOOR AND Wn VARY FROM 10' TO O' NOMINAL SIDES OFS! FANG SHALL ND V HA L. 7D THE t ANY STEPS AND RAGS ARE W-SITE, BY OSIERRS EXTE700R OF RE EIUIDINO AND SHALL NOT E>dRAUST ANYFMINOATION ARE OR -SAE, BY OSIERS 10. WTH EXTERIOR 0. LANDSCAPING TYPICAL. ON-lJM BY OIFIE M INTO THE ROOF CAVITY OR DIM QED SPACE. & AC AND HEATING WITS ARE INSTALLED ON-97E. 11. THIS RUODMC MAY BE MIRRORED YETHOUT ANY BY VAT ION AND MAY BE RELOCATED W-S FROM PORTIONS RE -APPROVAL OF THESE PLANE (DAY BE 'PIPPED' 7. ELEVATION IS TYPICAL ONLY. OIR-SL1E Pdi110NS SIDE 10 SfOE AND/OR ETD 7O QDj. OF WERIOR MAY BE CHIN® BY TIRE B DING M FOUNDATION VENTS ARE TYPICAL ONLY. ALL CONTRACTOR. 918= TO LOCAL APPROVAL FOIRDATION VENTILATION IS ON -SITE. BY OTHERS. 13. SOME ITFTIS SHOAII MAY BE OPTIONALSITE 14. SOME RELS 9fOYM WY REOUNE SIZE NNSTALUnaNL 1S SOME ITEMS ELEV ELEVATIONS RE BE ON -SRC BY URAL.S 10. 1FIE9i ETEYAnONS ARE TYPICAL AROIIECTURAL DESIGNS AND MAY VARY FROM THE ACNAL ELEVATION OF THE FINAL STRUCTURE, PIPETS SUCH AS WIND TYPE SHINGLE TYPE, SHUTTERS, OEDORATIVE 171313, ETC- MAY VARY FROM RAIL: RE ON-SIS BY O 17. STEPS AND RATS ARE ON -SITE: BY OSIIiRS. I& ENGINEERING FAIR SITE ITEMS. BY OTHIM 1% ALL REVS RE ATIN0 TO A�IIY ON THE SIZE ARE ARESDESIGNED AND O DISI EC BY OTHERS MOT L BY CA ARE 91&ECT TO INSPECTION AND APPROVAL ENY THE LOCAL JURISDICTION HAVING AUTHORY. 7O. MAY TE I HNW VITHOUT RE -APPROVAL. OF PLANS 727-726-1138 MEN FOLI RATION PLANS ARE DESIGNED BY OSIERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(SD Ann WIN THE ARCHITECT AND/OR MOM OF RE MUM PLANS SHALL NOT BE HAD RESPONSBLE OR DAME POLL THE FOUNDATION DESIGN ANC/OR CObSEQUIDMAI. PFFWMiANCE OF THE SUPERSIINGDIRES STRICIIIRAL COMPONENTS AND SYSTEMS RE ATYNO 4E3tEM AREA RESERVED FOR LISIING AGENCY APPROVAL STAMPS: pPROVE)8"' �-o =ram ini NO o.� ..a.au .• F� Hen -w CALPLF9 W/ m17 FLOWA RE L CODE ING110IND ALL M EDAION - J � - I f I A 'R E N SF•..¢0 i 0 63802 R•��•C9�0 a� �• tttnttHt��� g � e z V 1 2. - sTa c HIE/IYD4FY/016 H]mN ,:M .I6514 (6741164- M ta 0 0 1 REVISIONS /_\ I BY IDATE I� DRAWN: 4VYa CEIECI®: Y.T. DATE: e07/201e sCAIE: 3/1e• - Y-0' SHEET: 6 ®r is WIC: Eqo C owst 1:50 UP" MODEL: MOD 1415 THESE DECALS AND PIANO AIM COEDF)RAL AM PRM"UARY MATEINAL& THE CONTOWIS W THIS DRAWN PAOIME COWAN OWICUMA. ANOA171 RMF.TND NEOHNATON ANY UWCOfOMZED USF. CCIPYM --M OR OMM SOON W THIS PAOGW ON ANY W TIE CONOWS =DAM 1fE M a SIIM:M1Y PR MM BY JAOONgM HOMES AND MAY W UI AVUL MM MATFRKS NE PROVIDED TO TIE RECIPIENT FAIR SPMC PU80 OLY AND SHALL NOT BE SGMIED. 034M OR COMMIE IEFRO JWD AND/OR MMMIiFD TD CUM FOR ANY KWORE MHONT WREES YACRFN AORIdM IOH FROM JACOBSEN HOES. THIS WASI D PACW= AND ALL ITS OON EM ARE TIE M WE PRWESMY W JAOCBSSEN/ NAM ALL MCNIR RESfltVED. OWITEOR ms OWROORR 0 Hole . JACMM HMM SAFEIY HM004 nZENA ALL NQHTS RESUIVE L O➢FR A(TWAA 16TD m6ED MAY E HBDDINIDT F NAMN RODE MOLE LL NOT HO®FD. ALL CALLS CONTAED UM 'DIS PACKAGE AIM BASED ON THE MAX AUARISEL DOW ROOF MOM =EOrHm A L FQHDATION jkN j6 AM IS MEDT TU LOCAL CODES AND W&M LOM PER QIGIfDtFD LOM DESIGN MEK WALL FOWDATM SHOW - OTHER R IMATION TYPE MAY ff URM \ wvl j 4 4V NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, AND/OR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. 1711-J-10 JACOBSON "ON DOMF WOWS- I_— I -qm Lug 1 600 PACKAO COURZA 00H ❑ S,AAW HANIOR, FL 3 34695 72Y-726-11 Lgao � No YN� 00 • ,' " 1 EIEVAiION NOTES: • .� ` '' SEE aMS-SECDON FOR ROOF VOWTM r TIP. TYPICAL FOUNDATION 16' % r' TYPICAL W FOUEDATION DESGN/ODNSDiOCDON WISDE, BY 07Re7iS FOUNDATHIN 4F WTON IUD IS MUCF TO LOCAL CODES AND WECIM PER D OrEDIED DESIGN SIEL WALL FOUNDADON SIM - OTTER FOUIDARQI TYPES MAY BE UMM. IM4E°1l.ATION NOYES: 11111 G 0"XUON. 1. FOONDAIION IS NSTIILFD ON -SAE. BY OTHERS d ROOF VENTILATION MAY BE ACCONPLISKEO THROIJ i1 13. SOME ITEMS SHOMN MAY BE OPTIONAL AND 5 SOB,ECf 70 ALL STALE AND LOCAL 0006 THE 115E OF E1IFEIT V4fILA7m EAVES 11. 901E ITEMS SHOYN MAY fiOgIAE SITE INSTALLATION. AND NSI°ECTIONS VERM EIM OF THESE METH DS YAY BE USEROOF. D IL SOME ITEMS SHOW MAY BE ON -SIZE. BY INFERS 2—SO�iTELS-SlEOM1.YAYBE_ON-SITE. BY 01FT'E6. SEPARATELY OR N CO BMYION. ­ 14 THESE ELEVA7100 ARE TYPICAL ARQOTECnItAL SITE I1F11S YAY VARY, NOT COVQED� ILRDW n1 MG DEAVE) MES MAY VARY. TYPICAL DESIGNS AND MAY VARY FROI TIE ACNAL El"AnO APPROVED PLANS FRONT AND REAR EAVES ATE-13-1/2--AND SDE-EAVES— TTE FBIAL SR81Cn1RE TIEIIS SVQH AS SDNO 11 3. *TEN INSTAIUD, TIE GARAGE FLOOR AND NEWO VARY FROM 10' TO 9' NMO NAL SLAPS 9♦1NfSE'I14E: 91UTTFR�DEOORARVEITEIA-E1C-A FOIDDATION ARE ON -SITE. BY OTHERS. 10. BATH DRAW FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOIA L 4. ANY SEEPS AND RAILS ARE ON -SITE, BY OTHERS. DCIERIOR OF THE BMW AND SHALL NOT-DNAIIST 17. STEPS AND RAILS ARE ON -SITE. BY ORM L LANDSCAPING TYPICAL. ON -SIZE, BY OTHERS. INTO THE ROOF CAVITY OR 07FER CONCEALED SPACE I& RiGNEE DNG FOR 3TE MS, BY INNERS A,_ACiAp LE111N0 UNiS ARE RNSTAIIED Qh51TE, 11. 1FIL5 BlII1DMiO YAY EE MQO20RED M1iIlO11T ANY 1S ALL I1ElIS I43.A7D10 70 ACC656111Y ON 7FE SITE A BY 0 lED-FR�SIHO fE-APPROVAL aF IFTSE PLANS (YAY � 'F11PPfD' DFSIfGm AND RSTAILFD BY O1FtERS (NOT JACOB5E7H 7. E1EVAnON 5 TYPICAL OLY. ON�SIIE POR710NS EIZ- - ARE SIl&EO7 70 N9IECTON AND APPROVAL BY THE OF DTIE1t10R YAY ff CHANGED BY 7FE BIILDINO 12 FDUNDAnIN VENTS ARE IYPLCAL Y. ALL" VNOABnTORI� COHIRIICTOR, SIlB,ECT TO IOf/LL APPROVAL FOIINDATON VENNAnON IS aN-sTE, BY o11ffAS 7A. YAY 9E YDOtORFD WiHOUT RE-APPFDV�FFODLS VIN FWWA71ON PLANS ARE DESIOHD BY OTTRS, JAOOBSEN HOM AND ITS ROTD PATTY APPROVAL AGRC9S) ALONG NTI THE ARCHITECT A G/OR DNDEER OF THE BUILDING PLANS SHALL NOT E HELD RES'PONEJBIE OR ,ue c FOR TIE FDUMAmm DESIGN AND/OR CONSE=XIIAL PERFORMANCE OF nE SIPERSNIICWRES STRIMIRAL CAIPRFNTS AND SYSIFLS RILATNO DEMM THESE DETALS AND RAG ARE 001i1DENDAL AND PROPRIETARY MATERIALS THE C24EN S OF ILLS MAIM PAONAE CONTAN OOiIOENDAL ADJDR RMVLMM IfU MATM ANY (RIAU HOYZED tML OOP** DECIORM E DISH BUTOI OF INS PAOUOE OR ANY OF 11E CONTNIS CONTAINED TNDEIN IS STMCBY PIS H M BY AWOBSEN ROWS AND MAY E UI AMFLL. THESE MATERIALS ARE PRMM TO TIE MCPEW FOR SEEMQ PURGER ONLY AND OWL NOT E SEATED, COPED, OR O11ENIz Fmim m AD/dl 0(BOdBOTD TO OTT7i4 FOR ANY P%W= "OUT 06#ST WITIEN AUMORQAll4/ FR I JA OMN HIMM TINS DRAWN PAWAOE AND ALL ITS CONIQAS ARE THE' 3=„ PROPBTY OF JAOOBSEN NOES ALL REVS RESERAED. LWMW 2M .r Tr4 il JOVG • ♦ � rrnr►�►►► � � R W � Y•e E. eDlCD51FYAVA ELANAR, IN 44e14 (n41 ]•40745 PPPRC)VFO �... .�,.., o _ oO W" 7-24-18 uy ..,�.°°' • NO woxmoon Ab®1 w lm /A\/� REVISIONS I BY I DAYS M ARATANI D wJL CHCMs Y.7 DATE: 0/27/2018 9CA'EI 3/18' 1'--0' Of 15 OOIHhS W/ 4017 FLORIDA REL COOS. C DICDOND ALL BBl EDITION DVLISi 150 IPH MODEL: Ym 148 OOFMMR (D 7018 . JACOBSEN NOTES SAFELY RADON. M+DA, ALL R WM RFSERYED. PLUMOI N G NHS: 1. THE DRAIN/WASTE/VENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE 2. DWV SYSTEMS MAY BE ASS OR PVC PIPING. A TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOME. UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAIN AND CLEAN-OU7S, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL E, THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SILT, BY OTHERS). 4 THE WATER HEATER TMIP RELIEF VALVE SHALL DRAIN 70 THE EXTERIOR (ON -SITE, BY OTHERS). 7. THERMAL EXPANSION DEVICE IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS SHALL BE INSTALLED ON-STE BY 07HE RS AND SHALL BE '1� 1[' T OLN: DISTANCE OF IDGUE TRAP FROM Vvrt OF TRAP �E (HGE51 SLOPE MORES PER FOOD FROM 0TRAP m , 1/P t/r W-W I1n +/r Ir-a• r I/4 r-w r +n ,r-w r /n Ir-r a SUBJECT 70 LOCAL APPROVAL ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE' (NSA A A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH . WATER 24LET TO THE BUILDING (THIS SHALL 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 WI). SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. --SITE_. INSP-AND-AND-lES11NG IS REQ�D ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE -INSULATED-_-- — —SI - - WITH-MIMMUM R-65 INS_)LATON-(ON=SITE; BY OTHERS). - A LICENSED PLUMBND CONTRACTOR IS REWIRED TO MAKEALL CONNECTIONS- - - - -11. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE, CPVC OR COPPER AFTER THE BULDINO IS INSTALLED ON -SITE (THIS APPLIES TO TIE PCITABLE 12. WATER SUPPLY STUB UPS TO BE 1/2• WATER SUPPLY SYSTEM AND THE DRAIN. WASTE AND VENT - DWV SYSTEM). 1A ALL SUPPLY -CROSSOVER- (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVERY BY THE BY OTHERS, AND SHALL BE SUBJECr TO LOCAL APPROVAL LOCAL JIRISDICRON HAVING AUTHORITY. CNNCE ALL ONE-SM CONNECTIONS HAVE 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL BEEN COlelhiED, THE LICENSED PURBIN GI CONTRACTOR SHALL PERFORM ALL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WI7H SECTION IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE; BY P2503 OF THE FLORIDA CODE. OTHERS AND SHALL BE SUBJECT 70 LOCAL APPROVAL 15. WHEN PROVIDED; ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120• P (48.8-C). lOtlO te. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE 17. ALL ON-STE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON-STE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDIC71 r WNT 71IFU ROW J (SEE RAN FOR LOCEGHHN I® I I ,/r VDIT THREE ROOF OR V USIM AR ABYITAH E VALVE J (MVJ Gt AR W/ r VEM II r VDR Tim ROOF J V l / NOT tEOUREID ALL PLANS) �8 SCAU: Nrs t 1n VW 71RU ROOF OR J LISTED AR AOIRAHCE VALVE (MAW HR JOIN W/ r VENT no I r=ITT MIT W.C. T r Tyre wo SCAU: Ifts Typ. SHowat O �8 scm: MS t ,n VENT THEE ROOF OR USFED JAR AGDRANE VALVE (AA4 no ++n ++n SCAU: NM WATER HEATER PAN SHALL BE N GL GALV. STEEL (OR EGIAD 1 ,)r DEEP WAILME, NO OF SUFFICE7R SIZE AO 90M TO RECEI E ALL CRIPPIM OR COODCAE FROM THE WATER HUM TDFERAUE AM) AND 71E WCHAM FROM THE REEF VALVE GS VALVES, PRESSURE RELFF VALVE THE PAN SIM BE MUM BY AH IONDT WASTE RE NO LESS THAI ONE (G NCH N DIAMETER OR THE DIAMETER OF RE OUTLET OF THE ROOFED MU VALVES) MIGEVER IS EARGR. NM WATER (EATER OUTLETS SHOW ON IAA TOP WAY BE IDGIFD C�.iVA a SDE OF TALE TEMPERATURE AM D PRESSURE MEW VALVE MAN WAY BE CISCHA ED ERMINE WATER HFAIM SAFETY PAN (PEA FPC eN.eJ) UM THE DSC ARE FRG( THE TELIEF VALVF(S) IS TO GE GMIAR® NB TE RATER HEATER PAN IT BILL ff _ -PM FULL-9ff OF THE VALVE OUTLET PIPE TO A PONE LOT MORE THAN TND M MES OR NO LEST THAN CIE 0) INCH AWE THE PAN FLOW LEVEL RM. r uk ®iv ,vr r WA T_r HOT - WATER HEATER PAN WITH GRAN m im ININIS Mimi IN D 0 �7 �I �4% , G�• E 3 • � ��i d6 3802 ;.* • �• s o , I f WATER NET MAY EE RELOCATED m ,• MNWM TYPICAL WATER NET Ito OVERFU F THINE FLOOR A MAN SMGGFF VALVE OR KID PAN REDD A VACIAM TDTF SILL BE (9E NUTS) l6TAEED. BDTH ARE 011-STE, BY BY OTHERS AN S16FDT TO LOCH. NSPECII91 AND APPROVAL wAk ""To or" SCAU: ms 1 t)r VEM THEM ROOF OR LISTED I , ,/r %W THEE TMOF OR J AR AOYRAICE VALVE (AA) J V USAN ADMITTANCE VALVE (AAV) OR JO N W/ r VEIN WAY IVA29R o LAV. M" yg SCAU: MS t ,n DINT TNRU ROOF OR USTED JM ADMITTANCE VALVE EGO SEW „n „n driff SCAU: rnS it it o WASM DIM& SCAU: MS AREA MIERVED FOR )JS7(NG AGENCT APPROVAL STAMPS: w JJJJwno•w O PpPROVFQ VOW" 0 7-24-18 No A � xam Ja•m o-, ��� C •uaw••. as 116ti7ag7(aN0J9 �aj�]� • :eesRa o:arn _ �yt",p 9�04 Laity °Yo6iEiYF MEN 19WI M CA fY P Lauonx Jo�JC RTER MMUM COMPLIES W/ 2M7 FLORIDA REEL CODE INaDDNC ALL Gth FDIRON ® z 7" L AVEIJFAlD9AT EHNART, N f 14 Is7412""45 3 -0 "A I DRAWN: DWJL CHHECID Ds M.T. PATEL e/27/2CIe sCA1Ee a/,e•-,-D• SHINE a®I� WEc: EwcoLus c DWS: ISO MPH MODEL: MOD 144E TFFg DETAIB AND PLAN ARE CCNMFN/RAL AM PROPIWARY MAmu a TE COOFNB CFTUS DWAVLO PA IA D COIRAN M MOIML AO/GR RR MM IEORMATEOI. ANY HNARtEHGil2ID USE, caP,N4 11011^a-, ER Dsrtmma OF TIs PAOGOEL Qi ANY OF TEE OONIIDRI9 MNMOFD tIR7ETLL IS BUNCHY PIiO6EED BY JAOOF9I/ xGrs ANO YAY N IIaA,FlI. `METE WATDeAlS ARE PROVMED TO THE F UCPENI FOR SPECIFIC PURPOSES ONLY NO SHALL NOT BE MAMA COPED• OR OT ERN( E FMOOUOS ANOA41 DESGZBUIED M OTHERS FOR ANY FtWM WRIOUT 01PRESD IMMIEN1 MAHCREZAININ FROM JACOEREM HOMEL THIS DRAVNO PAWCE NO ALL ITB C41ENTe ARE nE EXCLUaJVE PHOPENTV' OF JAOOt;5D1 HOES ALL RGGS REE47tt1ED. CaPYRG,f 2ou CWMW © 2DIe . JAC/84M HOES SALT' HARDO , HIDEDA ALL RIGHTS RESEIRYEL WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LENGTH = 60 FEET EnL1 T POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL BE TYPE 'L COPPER. CPVC. CR S UNKED POLY- EIHLLD4E OR OTHER YATEEALS APPROVED PER STATE AND LOCAL CODEYSZ 2—WATER-HAMMER-ARRESTORS_NOT REQUIRED WITH NOMIETAWC WATER LINES. s 'TOTHETHE EXXIF! OR OF Tf1AE BUILDING (011 97E BY 07HERS YPIIMUM-DRNN 4. TM WATER HEATER TAP REDO' VALVE SHALL DRAM TO THE bOEtiIOR (014-87E. BY OTHERS . a THERMAL ANSION DEVICE, IF REQUIRE) BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED CN-SITE, BY OTHERS AND SHALL BE MMOT TO LOCAL APPROVAL ICA LAP B a-MMRMMAUL HAVE-A-PJIRATESHUMEF VALVL 7. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET a-TREFRES H WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON-STE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL 4 WATER SUPPLY PIPING INSTALLED IN LL ANY WAEXPOSED TO THE EXTERIOR SHALL BE LOCATE) ON THE HEATED SIDE OF THE EXTERIOR WALL WSTILAMOK ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED GIHETRS IL WATER SUPPLY STUB UPS 10. ALL SUPPLY 'CROSSOVER' 12. WHEN COMB MAIOI I& ALL I 14.—EIiEE HOSE MANU 1a ALL I 1°INLET 3 x 1/,- WE 6H13 X3/' OX1/2' WASHER ^ YHI ! • X 1/r LAV x x a �• RO550VER x 1gY' X 1/2�LAIPrE m MAKER n x M or x 1/r ' TUB KINK x SINK sxowER 1 2 X 3/4 wwsxER 1 X 3/4 x k CROSSOVER x io x 'x1/7 61�•x3/4 4x1/r SHOWER m SITE �IV5PEC7701VM AIVD TESTING IF REQ'O It PPNG s4Au � �_ LINT A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS TO LOCAL APPROVAL. AFTER THE BUILDING IS INSTALLED ON —SITE (THIS APPLIES TO THE POTABLE OVE ED WITH A NONABSORWff MATERIAL CHm_AB0 n+_E F1NlSHE) FLOOR LEVE1. WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT — DWV SYSTEM). ED IT SMALL eE coMPL Eo ai=s1T� ALL-ON—SIM-CONNECTIONS ARE TO INSPECTION AND REVIEW BY THE R TO LOCALTTUUBO(S�M4O/OtR TUB/S10WE R —SUBJECT LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON —SITE CONNECTfONS-RAVE U�BYAN (A� YDONO VALVE WITH A WAVED BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL BY AN MIXING VALVE. INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION WLLHYORMRIS (WATER SUPPLY OUTLETS WTH WITH �H ��F P2503 OF THE FLORIDA CODE. N AUTHORITY THAT 1 — e�LmILILL __ raTa _ (aN—sr+E: BY > v " LOOK! OEg DETNS NO R A S ARE OWSIO DAL At0 PRRCPRETNRY YATEISHS TIE OOHflONS DF THS MAMA PAOHIE CMUM OD1fLtM1AL AHO/OR PRIME® EETISIAMM ANY W09111011M USL ONM 4 M—M OR MSQ✓BUTIDM OF IM PAOMF. ON ANY aF THE CONTENTS COMMEIED TIE7F13K 6 SIRIMY PM MU BY JADDffiIN HMES AM MAY HE MA*U- THEM YATDSHS ARE MMOED TO THE REMFSNT M SPEOM FURPOSS ONLY AM S HVLL NOT E SCWiD, COPED. OR OTIERLLg FM MClD HONER DIS1f ITC) TO OMFRS FOR MY PIW= 11 MWT EIPRESS WST1EN ALITIO M M RON JAMIS71 MUM TINS MAIM PAUME Me ALL ITS OWENTS ARE THE EX=IME PROPERTY W JACOSSQR HWM ALL RIMTS IESOM.M OOPMMIT .gyp 7-24-18 n.s+.ucaw �+ ,o.w • om, w no mrM �awum o NO na,Jmw ba! MQtil007M4(•9 CO NXM W/ 2M7 FLORIDA REEL, ODCE INCLUDING ALL Eth EDITION COPTRORT Q 2M5 J u E N,g�•,.;fO i 63802 �iifnils%' � R ® Z� z x 7W L aEARn AVI AU kml W •Aa14 REVISIONS BY DA1BE roe ARAWN: 0.WM CFIEcD: Y.T. DATE: 6/27/20IS SCA": 3/1A' - SHEET: r �o��na aooz AawoJb iauoii aiiJaaa�'tian 9 OF is WEC: Ems• DWS: 150 MPH MODEL: MOD 1418 . JAO®SN HOES SAFETY NHmL FIDRDA ALL RWIS RESHRWA NFFARMNG: NSTAWNC A MODULAR S7BUCNRE/BULDNG CAN BE EXIRE]ElY DANGEROUS. ONLY QUALIFIED PERSONNEL SHOULD ATIM" TO INSTALL A MODULAR SI RLICTHREARIU O. EPRWER PROCEDLIRES OR TECIEEWES COULD RESULT N SERIOUS NAARY OR REAM N ADDITION 70 T Z DANGER TO PERSONNEL. WRO E R INSTALLATION COULD RESULT N DTENHVE DAMAGE TO THE BULDING/STRUCTLIM NEVER ATMNPT INSTALLATION FF TOO AM NOT WAND OR DO NOT HAVE TI£ PROPER TOOLS AND/OR ECUnw. CALMON: MODULAR BULDNGSAIRUCTIIR6 CM W004 SEVERAL TONS IT IS VERY NPORTANT THAT ALL PERSONII, ON IRE JM SITE, BE gINF1ED AND PROPERLY/ADEQUATELY I RAMM A CERTIFIED 8=M CONTRACTOR IS REWIRED TO BE RESFNMRE FOR ALL SAFETY NTUIIVFS PROGRANS POLICIES. OR PROOM RiES THAT MAY BE MANDATED BY OSHA AND/OR TITER LOCAL. STATE AO/OR FEDERAL CODES AND/OR FEOAREIIII NM THE CONTRACTOR HHORD NSI E/AEOURE THAT SAE AND PROPER TECHNIQUES ARE USED. m IrTwmAlAr AwA Ilbr naw.■a�tpoxm m=Tm mLu Llrrl R r rM ���� wwrL arNlm/aom•I alyRm ran Ilw�n �m wmu AYAf1®l4Fr pAymwvw:eav nAawr4 ��� "ONE" >rK ^� D■I IIOIIA wIr11I rr:�i.n Lr■■wa Amrc ■AL PX Iuwrmr./owt,nm LG MR.wwwam�R■P Ali lrrl�a■w�mG■n IV AO♦ m IIAS ro*w I�r mrwa calo 4rG RYGLIGML RlRlrw rm> �LKIM wavla.aw, neLw ■Ir Doles w.cRECR4r K rm- . —,ov- 10 /1®r� LNII.IaL YdL wIm alCwlMMma rr MATBO LI EW OCiD ECOI(S) RsOlamp oM r4"' SCAIA: N.T.S. DETAILS 1 THROUGH 3 ONLY APPLY WHEN w A A HINGED TRUSS SYSTEM 15 INSTALLED Arles m>orwwna mmlm lAs wny ON THE STRUCTURE. HINGED TRUSS SYSTEMS Rom• �® ��m RSA w r`Nu ARE OPTIONAL. Ir Afm ILFw GONew A a.+s. uas wmlo a Tm oo•s a swl:ml IAI� Iv ®. m■ w� � R.ro oorl m a DELI i. AfNrRG .yo. r ®Loam mwi �m m raMOmwi Am E■i M Iv0 MY 1m N Nu TT. HMO TRUSS ETAL WAN IN RWO a GUIF•GMOFDyyyI�IRw.yI0�0r.F��1 mmum toar - --- SCALER EQlmrmrr L■Tir■r nrl.r aoKarlmys ala/mr �.I 11 �1 m r ma w mlerwml. wtAION>f■Gr 'll %3 narsm�Vaaslr� .1>as>ts I4mr wurl n r s onus a r Ins a DOMINION I't��,_ LIRrIMWmRV IDA>p Yr.1 AAne lr.mp m•aQ EKE L4nlmmlm RALLw wamnlmwmmm 'mml M m 0! @J<n1 ILIDnw= IYm Am rrq la rE■r11AmO rtw■Y w me.■■■ ID Emmwlr■w TAID—a w m � L/>tIm w INr R I I/t mus qqnA io�w mm- GFai ROLLS WING LINE(S) CQNNEC IO(S) - FLOOR / WALLS 5 "\ SCATS: N.T.S. DESIGN® VAM OF LUMIIER SHEARWALL DESIGN SIPECIFICATIONS MNIAIN DEEM I SIFAR VALE OYr7 APA/ElD RATED S EAOEO SFiATND FASTENER TIE 9F m" FASIDOR LDUN DEL) SWAIINL FASTENER MAXM SPAM Pm ONLY - HOE 0) DAL TO ■ML. WALL TO FLOOR A JAIL TO 1111101 FASTIM FA3ENH SPAM OC72 PF SHUM ONE SOLE OLT 10 CA STAPLE L7m K 0 K om MAX 0.IMW I/1 MAL L430 K Ia MAX N1.03 PLF SKATED ONE SOE ONLY 10 GA STAPLE 1170 K 4 K OS MAX 0.1mw 1/Y NAL d= K CC MAX I" PLF SHEARED ONE SIDE ONLY ID GA STARE L70 K 3 K OA MAX C13113 Vr NAL 4312 K OA MAX 41320 RF SWAM ONE FIDE OLY 10 ILL STAPLE to K 2 K OC. MAL - SEE ROTE 1 O.IM%3 I/F MAL 3S7 K CA MAL 2DOS RF SNARED OE SOE ONLY 13 NA STARE LA K 0 K GA MAX Biwa 1/r NIL 7M K GA MAY 2113A RF SWAIM ONE SOLE ONLY is OA STARE L70 K 4 K OA MAX C13113 I/1 VAL LOW K CA NAIL 40d RF SFEAIM ONE SIDE ONLY 10 G STARE LIS K 3 K O.C. NAIL C13113 I/r MAL 3775 K OA MAX DHOW RF SWAIM ONE SIDE ONLY 10 GA STARE 1L73 K 2 K CO NAIL - SEE NOTE 1 0.9i31IT MAL 20N K OA NAIL 23504 Rr SUM OE WE ONLY 14 ESA STARE L73 K 0 K CC MAX O.Wra I)r NAL L443 K CC MAX MM14 RF SWAIM CAN WE ONLY 14 GA STARE US K 4 K OA MAX C131131/Y NAL 4S2 K CC MAX 4700A RF 31MM ONE = ONLY 14 NA GORE LA K 3 K OA MAX 0.13113 1/Y NIL 3273 K CO MAX BOOM PF SWAIM ONE SHOT OLY 14 OA STARE L75 K 2 K OA MAX - SEE NOTE 1 CURB 1/Y NM. 2JM K OA MAX 2OZ74 RF BLFAMD OE ME OLY C131 MAL im K 0 K 4C MAX 0.1311311Y NAL LINK CC VAL 44LN PLF SWATHED ONE SHOD OLY 41/31 NIL UM K 4 K 06 MAX C13113 1/Y MAL 3431 K CC NAIL — PLF SEATED OE SIDE OLT BUST NAIL LM K 3 K OA MAX 0AM15 I/r NAL ZM K CC MAX 74L2 RF SH EA ED aE FOE ONLY 0.131 NAL LOD K 2 K CC MAX - SEE NOTE 1 aIM-13 I/C NIL 2CLS K OIL MAX 6�RF SFATM TOO GOES IN OL STARE L73 K 3 K 0A MAX awa I/l NAIL 2SL K OA MAX 803E RF BLfATM 7101 SM 10 DA STAPLE L75 K 3 K OA MAX CO113 I/r MAL tM K OA MAX 1OQA1 RF HEATMD M MM IIM WL ILM K 3 K IC. MAX A/l woo Is mm fA3 K OA MAT. 142LAI RF HEAVED Tm SDD M131 MAL IM5 K 2 K OAW1L - SBA NOTE 1 NEW 1/r ,COI SOE7 1.N0 K nI MAX NOTES FOR TA13MI14 L SFMLW3 WON HFATHNO FA ITEM r OA MAIELN MUSE DOSED SIDS AT ALL 050 EDGES/ m AID AT DOS OF FAL MONENIS 2 FALL SOD SPAM 17 W OA MAXIM 3 M OE S FEZ% . SPECIFIED FASTENERS ONLY. IL S EATFEO ON WALL S NOT MUM TO NE CONINNOB AOOLSS ANY 0010=I014 DAL TO FALL, UL TO FLOOR OR WILL TO mN0 TRIM L OTO WAS OR COP INALS MAY E SUBSTITUTED FOR 7/Ir STARES 08 G OR 15 GO FIT FASTDEO SHEATHING ED FRAAMO M A ONE TO ONE BASS OR AS SEO ED N BE A:ROWD CNSOmUON MANUAL ON FMTEW R SBSOORIOI SIEETS/dBLEL L MINING FMBM - ILL FIELD FASiSSS PON S EXAM O9N SEAR MARES OW NE r CC MAGIAN SPAM (ALL FASTENER 7N45L 7. FASTEWN SPANO LISTED N THE TABLE S UI L E OWWO AN AWUNE SPACM FASM90 MAY O® THIS SACK AS IOU A$ THE AWIAE TAKEN FROT ALL FASTENERS S EQUAL TO ON U33 TRAO THE W RIN SPAOO MUONED (ARID TO SnUM AND/OR FALL FNIENENS} IL ALL INI®OAL SFAS ARE INIMIX L VALES THEN FROM M-IML 1L WINAN FASEIOR PE EIRATION INI) CRAW N]MTd S 1 1/Y Ll4F4 011ORIRSE SPECIED N THE TABLE (■EL FATmew OILI'} K TABLE VA11ES WY E NNFOATFA 1z ALL VALES N THE TARE AM: BASED ON 3/C APA OR TETO BATED SEATED - OEATER SWATHING 11100fSg5 WY E SISSOMEA 13 TABLE VMHES ULTPM BY CA FOR SRF AM L4 FOR COL 14. TABLE HALO ARE RASEO ON SF ULOD (WALL FRAND) INMRw.wr EwOLY MTR l06 Nw7Lm ATINFErIf �wGGAT 41171p ii 04mLua u■uar e ■ • = Frww I1LmnF/ONln wy■w M b a M. IBLIOD 1Am MAL X= GN HOMRHEDINqXIFF SECTIONED OyyML SCATS: 1/4' o V-ON w m Q:lm I:As rAra mro 1- - IoA ml�■fK ert,�n� (�1A •�, of m� /AppoppmOmL,■plrmiu Alo aF4 mG� -rlai Ro.s M 1 I SUEMAL OR MATING LIE WALL SCALE: N.T.S. I�UU�H�. IVT= ZiA=0= BEKOLLT THE ADJACENT HALL UM (TIDOQdS) �H WY E IINCDOED N THE EFFFFCCIHRE u a LEANYTN OF THE HEM tlA1 THAT _ 19 ATTACHED 70 THE ADJACENT MAL � I 9ffAR WALL EFFECTIVE LIMTH m %now SCALE: N.T.S. Y ■ 7' ■ ehe' MNNIEI METAL PLATE UIOF7R FLOOR JOSTS rorlu4■fr.m wlL■.:• aymew weA.00 wo res rr A-ML s r m Nes cnl o amR AID TT. HINGED TIL19 ORAL ry■r OODUTEED ON NO -NCR IIOOF SECININS) SgCnOLI ei O Arc7 SCALE: N.T.S. k�X RECM MAT�AIG �L[INEj�(SS))�DRYY�]4lLAASMG� �it•iR'AA�i1 � R!E■ EI TL *� SCALE: N.7.5. 0 I� . 7)m0 LES .8 mLES au sIRAPs a• Fa■YALDR 7BNaE uPAaR MAY E USED N AEU tF TE BL7NIEIS SICl1 IE703/ - HE OVER ETM.3 SOLE VEND Em VIEWS H.HFARRWEyAILLL�](FACIORYGHS 2ff 7 �A4lrin AwA � a AA.I>SI[ SCALE: N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVfO .m...,. No 0 ... «^ 0 7- 24-18 ` NO ado u .o. ww a R 44MD COPUES W/ 2M7 RCIMA RES CDDF O4CW000 ALL DW EDITION o 3802 ® z e�e� V C� 7m L eTALDs:Llrwvs ELm111R. IN W14 (V4) 264AM /� REVISIONS /A\ BY DATE DRAWN: IL A(, CHEC)GD: KT. DATE: 0/27/2016 SCALE: 3/10- . Y-0• SHEER: 11 OF is WPC: FsporO■.0 DWS: 150 ERN MODEL: NCO 140 THESE MIALS AM PLAS AEE CONFIDENTIAL AM PROPMARY MATD0AS THE CONTENTS O+ THIS OLONO PACKAGE OONOAN COKIDENIUL ANU/OR PONEGED EEO SIAIWIL ANY UNNITIIORUFD UE. CWWA nay OSIM OR DSMIECTI4/ OF TB PAOGA F- OR ANY O' THE CONTENTS CONTAINED TWEK S S7BLCO.Y PR BY JACOBSN NOES AM MAY E UA ALFIL. THESE MA79 MS AM MOIOED TO THE W PIENT PON SPECIFIC PLR® ONLY AO SAL NOT E SCATHED. COPED, CR OlIWIMSE WROOIIOD ANOYW DIBIRSUOD TO OWN FOR MY flNPOE NTINOUT EXPRESS INOTISN AHNOROATIOI FROF JACOBSEN NOES THIS WAVING PACKAGE AND ALL ITS CONTENTS S ARE TIE .wy L ials PROPERTYCIF JAOOBSi7I HOES ALL RlONIm RE331VED. CTTEOR 20m Cwmw © 201m . JACOISEN NOEIL SAFETY HARBOR, FLORIDA. ALL BOOS RESRIER FLOOR MEAN SMKRWAU WAWAMON: PLAN N MEAD MP-3=M44aP) MAIGIW / AUDWAS Ar SIMS DEEP t NIEDat We 2&W PSF -LLT • Oa) E MD M PFE39 OSD-Wk 00 ZONE. X04 PSF DEMON rM 94M 160 MPH - wt (Ua.•1.) IDEAL 01POSF3 S. ENA1401EAW! AFFA 100 EQ6S / 120 - LSD FEET YAK WEAN ROW HEIGHT 04*101 15 FEET EIDEWALL 1RIL MAL DPOSD / 2ok sca NEREM / 120 4542 FEET EPOSURD C ROOF PTiN MATH SELECTED TRIM 43M / t2 HIM IMPORTANCE FACTOR: IN - 1.0 ROOF ANQE WITH SELECTED THS4 mar � Q RYk C.IsOmy I ALLOWED DEMON ROOF ANON. 20` (a 437 12 ■AC®OSIN � PIEVELOCITY ZMCIENT: NO -ale MnelorQ TOTAL DEMON ROOF HmeRO 61154 IMMEM / IM - 4307 FEET d� HOMES USE THE DESIGN OF Vmd - 13D WL DPOWE ref- FEET IN THE COt8RNC110N MANUAL FOR IM OMGN OF WLt AN MPH. EPMIRE 0 MR H - 1DFEET. WALL 1: WALL SECTOR 135 INCHES WALL SECTION m NOES WALL SxTON : 0 042M WALL SEOTON 0 INCHES WALL SEICIICt 0 INCHES WALL S7:DOt O INCHES TOTAL LENGTH OF WYI• 1W7 NOES DIADEM eD / 1L000 NOES 10TAL UNGHN P WALL: 13.22 FEET GOER APROWD. U91ED TRUSSM MAY E SUBSTITUTED F MAOBM ROOF AN= SPECIFIED ABUWF. IS NOT DMMM (�®� ALL CAL&S CONTAINED REM TINS PACKAGE ARE USED ON THE MAX ALLOWABLE D®Q1 ROOF ARGUE, SPECIFIED "M H 63LUM"®I mr FM 20 m 0100=0N 01 A M FIAT I�IRpO 101.pON l.o ■ Nor sC0 n R lN0 Dee NNN o e0um j/�LY SHEAR M IOCOT�I NIIR At ra R ENO YA�I INNAN N ftm LIP RiT Koff W) YN. SMEARLENGTH NL IT1. 9EARWL IR NW N1OMI0 NN WR W FOUPA NCONK WO�ar NNOMPLM NNL j�I�TT HEIGHT 0'U tEGTI LLHCTN 10TNIN0 Mp0[e1AN. NR IEIWM/)I ®IAa/O tNiNOL1NWOY.Q N SN.aN.NO.O � 0.a-O• M •�� NIA.IINWIO 8 1miArwism O �� AL:u.Y.. SHEARWAyL LENQUt 105 / S5 - 30817 NOTES / tLO - 2071 FEET -MWUM 7/1r PPAa Wm.Am m1�. - ae.:au WALL 2: T/rr wrta>mo.�.n■w - aeaaar - - TOTAL 1TrITaTY lPA! 22a7 FEET FAOI ./N L tNl[- to N 1NNN.. t m HALL SELTIa! 38N2ES TOTAL TRIBUTARY +PANt 22B3 FEET FAra./I.L WW WIN.- LI.4L 1NNN .. N. OA N. W ONLY G �.. P/IL m NYtn NaD/WLt/ON HALL SELTLat 33 QXM NNR Om aLY AT OdL Ma m NRLn AmVr.CPSN END ZaE OWANM eIB4 FEET .i Vr 1.N.. w7.A.L NAar WALL SCTON 31 N2ES END MW DISTANCE, ISM FEET .. yrHw •5Nr OA LX W" INIMOR ZONE D ANOM 14.1O FELT R N ININ az AO. -ROW®® WA L SWITCH O Ram INTERIOR ZONE O3TA M 14.19 FEET OR GW OA M - m WALL SELTMt 0 Diem (FEES SwEvAL TOT. �) WALL SDIDN 0 BIOLI 11 SDEYAIL TM DISTANCE ■ CK ROOF WIG a DE - WOAD N PUM TOTAL LENGTH OF WALL• Hal carom '- OWA CE ■ CK ROOF Hr. ■ DIP - LOAD N POUNDS WALL END ZONE LOADS a e4 ■ 4.00 ■ 3604 14103E POUNDS I WMED eW / IMOO DRONES WALL ED ZOE LOADS ae4 ■ 4W ■ 3A04 1410JO PONDS WALL INTERIOR DEED TOMS 141E . 4542 ■ 23.97 - 045.22 POUNDS TOTAL LEDTI OF WALL: SM FEET WALL INTERIOR ZOE IONS 161E ■ 4542 . 23S7 . 15L744 PONDS HOOF END ZONE LOADS L84 t 4307 ■ 10 - 37213 POUNDS ROOF END ZONE TOMS L64 Y SWOT 10 37%13 POUNDS ROW NW752E ZOE TOMS 141E 4307 10 e11.29 PONDS ..A•II IAO•.NIION® ROOF INTERIOR ZONE TOMS 161E Y 4SM 10 e11.2D PaN05 .-�.a.-LULU .rArLNrta0la40aaon•M TOTAL LOAD FTiI NKuo..0 r. 3WL02 POUNDS NNNNaN�O` aNamm m�n•q 70TAL TOM FIIi--uWur• 3W402 PONDS .a1�. NwO ass• A.rmcrrr.oa-Il.a TOTAL LENOIR E SIEARWAIL• / I=FM em. NNNNN- A. woPm ArtN■L-A.a TOTAL LENGTH P SIEIIIWML: / e.m FEET OONR Ir..a:r t♦.G trues. R IAv.Na®rwNAIa IO NNN•N OF9ON BEM YAW NSVk - 283,04 PIF mONAv.LNP 0. w1•row. s wLNmAreeLUnNawr OF9ON SEW V/WE 44&94 PLF L9Y.Wm�or- N nlnra.tNID 9EARNALL Hi)iT' ■ 9FEET L.rAWmtner- - fm1YaN1� SiW IVALL NC". ■ 9FEET a tr..ANr.tr •..•. • ImLINNefA.i.LNOPII•. POINT HEAD . 251E PONES N tr..tnr.f.tM.- • ANmN•Narott7A®..p 1C0ffmt OWR1DM PONT LOAN La{ PONDS La46.■Y NO OO r. • 4Nen OlNNN NtR.NIOaOVERTURE" I . Nr - Wry. 3i 7/1r IAA O1 IOt0 MID NWA IND - ONE NR awr O WALL 4: 7Ar 1M a1 Wm •AID NawN - aW NON 0aY 0 WALL SOUGH a INCHES WALL SECOOt 0 NINES WALL S7COOt 0 NOES (FALL S CM 0 N2E5 WALL MDmm 0 INCHES WALL SECTOR 0 INCHES TOTAL UN01H OF .'ALL: 0 MORES OWED 01' / 1200E NOES TOTAL LFNGTN OF WALL: 0 FEET WALL 51 WALL SWOON: 0 NINES WALL SGTIO : 0 NOES WALL STTION 0 NINES WALL EcnaN a OEM HALL slamm a INCHES WALL SECTOR 0 NOES TOTAL U I H OF HALL: 0 NOES DOMED or / 1100D NINES TOTAL LENGTH OF NHL: 0 FEET WALL 7: WALL EF7MM o NINES WALL SCOOt 0ism WALL sELSIOt a INCHES WALL 5Ee0at 0 NINES WALL Smmm 0 NINES WALL ScLNN 0 N2ES TOTAL LENGTH O: WALL a MISS DrADFD er. / 1210E NINES TOTAL LENGTH OF WALE a FEET REM TO OTHER DEXA S FOR SHFARWAL L TOTAL TRIBUTARY S PMt 0 FEES WALL Rxnat 0 DIOo TOTAL TRIWARY SPAN 0 FEET _ HALL SEICIIOt 0 Q12kS END ZONE OSTANO. 0Im �n TOT RAID VAf.. - 0.4tN OAT WALL SGTIOt a NQEJI END NE WALL 0 FEET �n >mA®.WIN - ONa OV INTERIORE M OSTMIO. 0 FEET WALL STITCH 0 Da6 INTERIOR ZONE OSTAIM 0 FEET HALL SECO2t 0 NOES OP50 HALL H O NOES • ■ OM - LOAD N POUNDS TOOL LOOM OF WALL. O NOES . OW TOM N PONDS 4642 ■ 36D4 0 PONDS I O\OFD By., / 1100E e12F5 By., 4542 ■ 359{ X94 a POURS 4542 ■ 24.07 0 POUNDS TOTAL LENGTH OF WALL. 0 FEET Y 4AU t 2507 0 Pam LOAM a ■ 4J07 . 10 - 0 POURS LOADS 0 ■ 43a7 ■ to . 0 POURS ■ LOAOS 0 43a7 t 10 - 0 POURS t.Da1L ILO.. n Ulm® LOA4 0 4307 ■ 10 - 0 POURS TOTAL LOAD FIR OIEARWAUL' 0 PONDS Nt•Ltta.lt,RN TOTAL TEA FORaAeASAI'. - 0 PONDS TOTAL IEIGN OF SWARWAW/ 0 FEET NAvn. r.rlo.Ar.- TOTAL LENGTH P LEARNALL: 0 EM S OEM VALUE 019* 0 PLF .r0•.. . DEMON®...r.•artN.1F 9WAR VALUE (OSVk : 0 PLF PLF 9WARWA L HEIGHT . 0 FEET aaI•■Na ml.. e= : 9WARNALL HEIMM . 0 FEET S OEETOIMD PONT LOAD 0 POUNDS ur..A.ar. OAN A. Err- AD OVERTUPOINT Lam 0 POUNDSaas.It.R 7/l AMRtm wm.aAR.N - aNQaAT e I WALL 6: 7/N'AAot®A®-we - ONm OW - 0 T TOTAL TRIBUTARY SPAN 0 FEET WALL SmIm a Nan TOTAL 718RARY s'At 0 FEET NHL SLTrt 0 NOES 00 �E =AM 0 FEET WLL 70 RW[I WALL SECTION a NOES ETD ZONE 06TAI/Q:. 0 FEET NIWai ZONE INSTANCE: 0 FEET t m.Am.NauN - aNQaLY WALL ECOOt 0 NINES NM50R ZONE DISTANCE: 0 FEET Wm0®.NA'N - OWae.r HALL SER2t 0 INCHES 19*PTALL ECOOt 0 NINES IPSF) OW LOAD N PONDS 70 AL LEGIN OF WALL: O HOMES ■ DIP EOM N PONDS A0--'46U ■ -14 0 PONOS I DILDED e - / ISM Domm 4642 ■ 3A04 0 POUNDS 4D42 ■ 2327 0 PONDS TOTAL LENGTH OF NHL• 0 FEET AO. 4 M ■ 2337 - 0 POUNDS TOMS - 0 ■ 43G7 . to - o POUNDS TOMS 0 LS07 ■ 10 . 0 PONDS OTF*LOADS 0 ■ 4dO7 . 10 - a PONDS _ EONS 0 : 4SGT ■ 10 - 0 PONDS - tA�l INt1.. n AO A:O TOTAL LOAD FOR SHEARWA I. 0 PONDS .NANLL�t.alN TOTAL EOM FOR SHFARIAL: . 0 PONDS TOTAL UN M O• SEARWALL• / 0 FEET NY.R- tr.N NN•.L• TOTAL lF7GIH E SHE / 0 FEET DEM SEAR VALLE M* - 0 DEMON OEM VALLE (Oft - o PELF 9F.ARWAtL HE7aH0 ■ GENT •m.r. rAN •O Er r- • S EARIE" ROM a FW OVERTURNING PORT LDA4 - 0 POINTS Cr..mP.rCFn.- . OtERIUNING POINT LOAD . 0 PONDS .aA..Y wN.aO r. - 1/Ir A.A all®.A10 FLt■•. - QAQaL7 n- I WALL 8: 7/N'wwalm.AN.L1.. - aNQaLT o 70TAL MERARY SPAN 0 FEET HALL ECIM 0 Nan TOTAL TRIBUTARY EACH 0 FEET NHL SSTOIt 0 RIDES END ZOE DISTANCE: 0 FEET NALN smo rao.SA••. - at sE OLT WALL SECIONH 0 ONaES END ZONE OSTANa1 0 FEET .ALm mLom.ots. - aAaaLT Knobat ZONE CUTA m 0. WALL MECTDIt 0 INCHES NIOtldN HOE DWAN OQ 0 FEET NHL SCTOk 0 NINES WALL ECTON 0 DICES (PS) ■ DW . I= N PONDS TOLL UNGTHH OF WALL' 0 IP ENURES . D- LOAD IN POUNDS 4AU . 3504 0 POUNDSI aVOm SPL / 12.000 Dla® LJS42 . 359{ 0 POUNDS 542 23ow4. . 0 PORTS TOTAL 1EN01N P NHL: 642 0 FEET 4■ Z7.97 0 FOLLOW TOMS O ■ 4307 . 10 - 0 POURS LEA& 0 ■ 4307 . 10 . 0 PaNOS LOAD 0 t 43G7 ■ to - o PONDS LOADS 0 4.307 . 10 - 0 PORTS ..�1 OM. N Ilmla7m TOTAL TOM iOR-ruN.u.. 0 POUNDS TOTAL TOTAL LOAD FIR lNf7EWILls - 0 POINTS lOTK lF]D'IH P SIFJURNL• / 0 FEET rar. ror 1No• TOTAL LEGN OF SIEARIAW / 0 FEET mm SHEAR VALUE (OSVk - 0 PLF OONL/r..mRaw:.r.Nw. . aSLON BEAT VALE (as* . 0 PLF SHEARWAL NOMM.. ■ OFTITT Eau tN•nu to Err. : 9FJHIAL HE)OIC . OFEET OVERTURNING FONT HEAD . 0 POURS Cr.Gmr.ra•.. OWRTURNWO PONT LEAD . 0 PONDS aNr.to mltnarr- • - - - - - FEW F�FIFIFI JACOSSON S,AFM HAROOR, FL 34695 727-726-1138 YADTI 11� IOW. NNWI R A11fa { IWL NLWI P flA1E A1Lli OMm FRAY.4001E Id. HEM TIM 1 RRAK AD.tWL woomms RO0 JMM h F fN FLOM 0070E "Won 0 R0 YA0 MORN OT EMT O'Ialn#s .. 1r CA Pam �R NA . i N,N6L , D09d7 lITOS TN Si A 7P lfAl.-a:GJI-7Aa'717-p N011O1 ME a70.)t DO-SWAIIWQ 2i0 OF 03 7/Ir N'A 01 IEEE M701 SWOONS, .78E BERM O:G 000@ •- 0.� �� mAM YN -s •m DR WALL 1Wat HAP/ITCD/NMR TT*J =*I mL6E apo ON Rem LI1FJ mRQ Nmjn t/r O1FWr (TPJ swum IDr mL INN NIAIWM 7/Ir APA RATED VLF 1ATIm aNOa) OL= U•lOt4AL FINEST FWmDo _ OLIO® ROM-M 5T3WL0 m NIM OF M7R . / OF A®E {AV! 0- / IEO.NE GR9 N/ WRENCH / OFAO®E HAIR I IO eWDAID aAmt OIDSHR a /ROTE CA® tV TRIQ / OF /a1OMD LAVA I / P AaS1ME W O R CUMM 0 f wvm 2 Rae a.t B40 Ram /DLDI19 L.N/H.WN' EWQ FORUM OOXIR HL WNL pauLAD0t R-11 KL DOOR TWA aOE IWW Ra LAOOL R-S TILai lAOIR W eA / P H® DROPS, 0 /OF MOM D1WN 0 / R WAUX HFAIM 1 WON HEAUR am WAIEN NEATER TYPO 40 OAST OFCIIRO OSHMWALL DESIGIPI SPECS: 03 U) A - o B - 35.94 PSF 10 PSF s o C - D - 23.97 PSF 10 PSF DMON SI M VALUED 2&104 PLF 5 DEMON MFAR VALUED - 0 PLF � ovaNTNaNG FORDED ovERHUWED EORCE: 2540 LBS 0 LBS DEMON SEAR VALUED 44A94 PLF DEMON SEAR VALM ELF GAEHn3aNG FORTE B OVERTURNING FORCE: OVERTURNING � 4GT{ LBSDEMON SHEAR VLLUE o PLF: DEMON S EAAR VALUE 3 aWRIaaN4o FIRE: O D1E7iTNa4N0 FTRtE a UIS ` 0 11EMON wm VAUE: 0 PLF DESIGN SHEAR VALUE . y.:. ' O 40 OVERTURNING O OAERONefD FFORCE'.. P+ 0 1&S DESIGN SPECIFICATIONS: 1. MEAN ROOF HEIGHT (MRN): 15 FEET MAXMUN 2. FLOOR LIVE LOAD: 40 PSF 3. ROOF LIVE LOAD: 20 PSF 4. BASIC WIND SPEW, ISO MPH - Wit (UHim.t.) 5. WIND IMPORTANCE FACTOR: IN - 1.0 Eadc Cat.Bory: R 6. WMD EXPOSURE CATEGORY. C 7. INTERNAL PRESSURE COEFFICIENT OCpI - 038 (Endued) NOM. OEMOW, °' WINDPREX 2 C & C LOADS: ALLSTUNS DEMON (VaSd) I DESIGN WIND PRGSSURFS FOR COMPONENTS AND CLADDING M. Ee. PR a ROOF COMPONLM & GADDING LOAD. ze ZONE 1 v . 1GAM PW -2LW PSF s qPq, :ONES 2 & 3 = ,8.91 PSF -eN.Tb PSF II A ROOF OVERHANG: 1'L a ZONE 2 = ZONE 3 - -54.93 PSF -112M PSF 3 g <, A p< PW a WALL COMPONENT AND CLADDING LOAD: ea WALL / SUMG. ZONE 4 . 29.41 PSF -31.87 PSF It ZONE S . 29.41 PSF -13am PSF AALVFRS LOADS: 9. DESIGN WIND PRESSURES FOR THE MAIN WAND FORCE RESISTING SYSTEMS IMVIM) - SHFARWALLSA A = 35.04 PSF (OD WE OF WALLS 5.a 10 PSF (END ZONE OF RODF) C =97 PSF ((11T. ZGNE CF WALL) D = 10 PSF (INT. ZONE OF RDGF) STAM SmT9 OF HONDA 8 eunDODA 2017 MC 61 H WRION 'a P F� EIEOHRIGL: 2014 NEC e9 tA S 1" Q 2017 FRC 6TH mmON PWAONOA 8 2017 FAC 6M FDRfONPi IZF ENERGY, 2017 MC �OAA _ PpPRO VFO NO �«..• G � Jy NNN-I DON 7-24-18 ` -, NO .£��� MYnn rnnv4t®1 N.�.,A.... N.N.A.. • � (��(x Pr` Mt�M144PI ?� o w�i. .ANIMA Tr.N EFO�NiI.Ns�o.3 AN. y t�� MDTVA AIN 1mIL�D.m. 1t CgRTER t1' P5 IEP.1�'i •Pr O.tNNOAN.Nu.oltr%i..A 1aN tO m.w r Naa COPLES W/ 2017 F10RDA REM CODE. NCIEOBD ALL 5th EDITOR ■ffI. ,/'.il fell©• � J N N►V -. ® z t©�5 ��yyyy ui M L OURDSWAVE OUK HEYT. IN 46114 C7412a-o7u REVISIONS 1 LOX I BY I DATE 1 roe DRAWNt awx CHECKW: M.T. DATE: 8/27/2018 SCALE: 3/16- - I'-W 12®Fis DWS: 150 MPH MODEL: MOT 1448 THESE OCIALS AND PLAIN ARE CO FDDITAL AND PROPRIETARY KAM" THE OON " OF TIES DRAMG PACKAGE DWAN OO RIODIRAL AND/NR P4717EIED WONAWL ANY ONNm:ai M tME. OPTND. DMOSURE4 at DWRBUUIION OF THIS PACKAGE, OR ANY OF THE CONVENT! CONTAINS) T E EEL a S UCILY FRa231FD BY JACmSLI HOLES AD MAY BE UNAYEU.. THEME MAIE LA S ARE PROYDED TO THE RE?FAT FOR WMC PUPIO9:S ONLY 00 SRALL NOT BESCARED. CP1M ON OM WE REPRODUCED AND/OR MMIBUDSE D TO 07HEA5 FOR ANY PURPOSE WTHOIT WFErW S5 TEN AUINOCEATON FROM =11SHOES. THIS HTES INUINO PACKAGE AND ALL ITS CONTENTS ATHE E2e2 SK PROPERTY OF JAOIBSN HOESN ALL RIGHTS FE.47NM. CPWLOR >suN OPHiaE © 2GTe . JACOBSN ROTES SAFETY HNALIB2L fIOtDA ALL RICHES f5]>EAtED. W O-I f W u aq� a� fO: a j W1 g m C 1 2 �z$9 Z In Sk 2 W Z F 0 M C 2 daF� z a 3 O E Q 1' W W IY W Z=SLL s o i.e LO G g W In <g3oa Elnz�^� N 2. d ? G f• Q W O � a u IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 220 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 1❑ GRAVITY LOAD: 3900 LEIS F3 I GRAVITY LOAD: 450 LBS UPLIFT: 730 LBS GRAVITY LOAD: 4550 LBS F41 GRAVITY LOAD: 900 LBS UPLIFL• 1455 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. � Z Q C s W W It I=II G W W N mCyZ c S W W W Z m = W 7 � D>QQ;o¢ W yl W Q W Q f L : °ml Q IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 220 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t❑ GRAVITY LOAD: 3900 LBS 3❑ GRAVITY LOAD: 450 LBS UPLIFT 730 LEIS GRAVITY LOAD: 4550 LBS GRAVITY LOAD: 900 LBS UPLIFT: 1455 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. n 2H El 11E AM MMKIH IE 01=10 llR�clue O a1aO0!•D, o i0a f0 CIammIR (oN-01 °PI_OOCRA ➢=O VAAM ELMMOH] ❑ GRAVITY LOAD: 570 LBS 10-4er ` °�' to i1°0a9i N01© NlnN4d V 000! IML unMN � �Oa-� ANo�asvewma aytnoneY,rm O= ma umo 5 UPLIFT: 970 LBS Yp ma umn T R n010e 1EReomDR R ALa �+aY arWm a LL m Mn awmm Hm m aWiLLm°M®A oaEae� 711S EAIOIN9/56E1CNRE IS OF9fim RR E M101I AN)/OR EO'TALLMNN ON A SIDE cmam o Pt uwa DCmDARa1 SYSIDD AND IS NOT DESIRED TO DE MOVED OM So OEM at I STAL= ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Oq EXTERIOR WALL: 250 PLF GRAVITY L13AED 220 PLF UPLIFT LOAD MOD 144H O MATING WALL: 150 API - %a lviftD ) 440 PLF GRAVITY LOAD Dpm C 350 PLF UPLIFT LOAD �TO O MATING OPENING: �=x1�5D� fllbLfdLplOEy 90 PLF GRAVITY LOAD E 1-BEAM (ON -FRAME]: 540 PLF GRAVITY LOAD Ir6l ❑DemAw RR.OfR r-�Nwo -rN _wtr+i ■m rxRo tttr wm�ORy alc omu- ap. aNs°� o a � -.V. Nx s /rEI1NN = oaro � Nail �a,, a 1- a T•E EEA � � mrr I•.� �t a a fo N IS1.- 0 0 N 0 o a a >m n a 0 o x o a a s M a1.. 0 14 f !N N M 0 0 N f aE N:7t100 00 0 0 sHMWA" A: 35A4 PSF DESIGN SPECS: 4 D - 10 PET r-Rr-wed a s C - 1197 PSF -fin."-r-•�'i•AiO 0. 10 PSF O OEM RCM HELM fOG RY 5 `m RCAF vFr:o 0rV 0WM1MGlam a/E un OLaMMMram o L- O oFRtl Som mm 46M W 6 oERR! RIAE *"m a ti mAlanFaw ram ilf Il• oaen0o raEm 01v OOCf:IFMR ®I RCAII YALLC: 0FLF O D1f01 RW YAl1E: 0 RI ItRm era 04=RN ram O 0m 4 OL-1 f!!M YNIQ oLv em m mwm VN:E 0 oleaaaRa FUSS8 am ReTENRo ram elr GRAVITY LOAD: 570 LBS KEEP ALL PLUMBING AND -AC DROPS 10• MINIMUM FROM ANY FLOOR EDGE. �It RRrI tK AIRA NTH 1LE LNRaahnuolLW m �� 5 UPLIFT: 970 LBS -- - NOTE: ALL DROPS WRO:16H r 8R MIN:ARJMS m6E OF F100R. ta- aY1 A Flelaf IEAOgala OEEY ■ O°Ni��OOu°®fmw uN mEaEi°a � >w I11N RAalI111Y aFvan a Y1® RY ileo®I Ion ,DES OOLOM IS OE9QFD FOR BIEC'0011 AW/Ot 945 / 90 A5 R®BIKED] MUI Q� • ESTALLAR.. H OI SIDE EN�OHICIFD PFRYAIi]II EARMRW SYSDEID ANo DS NOT Dmmm m E vmo ONCE SO OEM at OWALLEA USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED OFF —FRAME FOUNDATION LOADS LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT O EXTERIOR WALL: MOD 1440 500 PLF GRAVITY LOAD 215 PLF UPLIFT LOAD ry 150IPH - Vd,I b*) OMATING WALL• OPOSURE C 9443 PLF GRAVITY LOAD IiRF1�1 350 PLF UPLIFT LOAD 1=EO1-5FpE�EE( R�JFO.67aQL O MATING OPENING: GOO PLF GRAVITY LOAD ❑egUNN werOm. -- �Ifr pr. -RN -wary emrxRn >r Rr NS EE•Opq RI- mlO.N �� ENs-a®N a M ppi�s T- rL 1- ® Op Ord m NI4 T- //A =O Xm a 3 M N a a- ❑ 0 0 0 1l 0 0 3 a f.b Nj' IS 0 0 e M 0 3 a w 'N a 0 0 0 N 0 a r3T.1N a H f 2d N to 0 0 0 N e N f Zs M m 0 0 0 M 1 0 4❑ 0 0 ° 1 N 0 0 ❑e 0 0 0 M 0 0 0 0 0 N 0 0 0 0 N 0 A- 35.04 PSF OSHEARWALL DESIGN PE®S: � c - 23A7 n'•m.• vim 0- 10 PSF OLv EON] flFAR t0r10 O QRRI RrAE rN10 , O NV f6R In aNTt m Fam am OAMR' DaRI R!M 1ME:C! 46NN O Dala YAf: OIV 4M4OS OxRW faOm Ola O DEm ROA 1N:O O Pt! 7 DON RCAF W00 O N MCI4-Y pRm Olr OiDLONW EOm a O omW RCM mm O fIF 8 Dlaf! RaR vALLo 011E ammwRR lam o Ir ofaEfaRR farm o:r SAFETY: WARNING: -...�,�sr.awRw�,•,R.�.m.�R�T,>.� �.wT,a.�Ta,sTw.Aw ,� H MR •awnm RR R° Mrt xwvA r..e w.avm m•u wMww c•uwRR.� CAUTION:♦��J RYWYARFwoam. on �xea[MD:s� xn6x sEVEAAt mIV�i. rt:s IyOlifwy wu uwtn®wim vwwunwoEawm�w�..• OafOOO BaPA1DlG OlamwnOR t9 REa1maL lO m. R6(9Mi.f:E fOR �aM N.unMs. oxumw-. w.mm, oa vxaan.mv.nwT Rwr ee RwMuxtr °seP - w�mm! amm mw. SrwT., ,waoR cmmu. mau wMwR Rmu�a% FOUNDATIO SM PROARATION / FOUNDATION: TERMITE kROUMON: L AP.TOIED TFAYM R101kL'DaVIIFA71Eif axALL 6#°Vbt3 A 0 NW IRL Fal VINEIE EOfF°Oa T{ EI01� 11YYOM/0E OROPA�RO aOCE L aOIC1lftAi. NAL��IOALL fMa AR/D LOi 1110i® i- Tr Rf1aO L Af411f WOOD M E: OJMNOI ROLL r MMM Ma ALL INS fEECEEO 4. L ME=1 Afft2 AMY • rfm 7. -sAMR SPEEFIC NUMTDR LIEFSS ODERRg TRITER N INS AFFRXED MAANG PAWA F OLERAIEEO LOADS SHOW M DIE APPROVED ROW EP1M DEOa(51 ODOR AT FAW RO OP EAM STEM ILWL SE061T 7 WEMmI L14TD1 E TOY 7D aa1PWTALO/W _ AOmEmAtE AlL Ei•69® NO DEAD LOOS INAT MAY ODOR N WDI 7E WEEMM AIO V9T11'+V. PlMEn RE X_OOW SfM SHALL BEAWAODr d Y TO TE TAIL snDS AT EACH DD OF PAW SEM SFOIDIE D18TLY lD F L M OR AVFW OaIATE LOAn ALL FOLW I Rt swL Em AN ALtWIECr Ot iiEffiDTED NiOE590M1 EI I: F oIFFE6} INFs OMMM VMFIED N DO APPROMD MAWD PAW IF W-FRAME - ALL EIOlALL SEA- •• SHALL HAVE A NK W ]NEE 2 ROOt AOSIS EOGiFD EELN ME SFARRML AND SHALL LOGTED ADM A SOD N DE MAM ALL LODS IRAISOM TO FafDADOM ,, W angm IN— ODDiaSE SPIEREO N is APPMED DRAUG PAO:AE. OFF-RO:E - ALL ENNALL S SM IUD A WK OF71 TIM RIAmrs LOGRD LEIOH ME a- ALL LOADS M FOEOAOW a"m BY Onm I AREA RESERVED Foil USYDNG AGENCY APPROVAL STAMPS. 0�7-24-18 oZ �- O �1!$ v �mr I�ONR mmm C/ 20O R01m ML com NOLEM ALL as voW A ZEN NJ' I 7" L MAIW11YA11E EOOIART, IN 46T14 I.941 f64O74S . F 1 7P- DRAWN: 0.HLFI CHECKKD- N.T. DATE: 5/7j/RO1R SCALE: 3/1V - 4-0• SHEET: 13 OF I!1mc WIC: BP.w DIGS: 150 MPH MODEL: MOD 1418 ilfg DECALS ANO FI/ALS AE CtlEDOAIAL ANO PROPRETARY WTEAIua T1E CW WIS W T11S WAWA PAOLAfE OWM COtCDOIIAL AtO/Oi PN\RE® WEISIAROL ANY LNAn W® LNE: CWWA O: —11M,e OR GOIRM" WINS p...". m ALn w TE WOM CWMM M K O SMMV PRO®OD OY JA00B471 HOES AM MAY E aN. *%- MEE "MKS AM MOVDED TO TIE REW@ FM SPED11110 RMOMS OLY ANO SHALL NOT E SOANNEEL COPED. OR aTI MVM IO:PROOLKED AM)W DOTISOLM TO DOERS FOR ANY MWOM WNOIT OPIESS ICOEIEH AUIHORRMION FROM J0011.4N HOMES TM ORAWO PACYAE AND ALL OD CONMQOS ARE THE E 9211E PROPERTY OP dAODASSOI HOMES. ALL RMM RMeAD. CO MOMT ...- CWMW © 2018 . JAOOSSM HOES SAFEIY HAROW. FIOLWA. ALL NOLIS ESatEEn. 01, ANY AmmpN(s) ANDF�aR TIE Na wA s) N YA�a AN AoomaN(s) ATTAQI( 70 THE OST SiRU IS 1FE SOME I2�0lID"(S) WHEN Faiamn �wt NE Omm iY mwa Ake a Im No m mo PARTY � OTHER APPROVED. LISTED TRUSSES HAY BE �SIINIED IF MAMN ROOF ANGEL SPECIFIED H�!'L IS NOT El(®EO. APIMMr. A E)CM ALM WIN PC MOfOcY MOIa omens w M suNme RNO OIWL OF 7FE OR fiTNLER WI10 I6TNJID 7FE ADOROL ALL CAL&S CONTAINED Y/M THIS PACLUCE ARE BASED ON THE MAX ALLOWABLE DESIGN ROOF ANCLB, SPEChID. NOT K HELD UlVlBE OR UBE Em TIE: FLU DATOA ma AND/OR 00@'AVINI L FDWOUAHM OF OE EEDWIDRDORDD 0O116MAL COMPONENTS AND SYSTEM NLAiWD THEER 2! 9PF IfY(1yYpJ , op" VI> rF� aevlrL may,► 09 o,-- ,L �� �(HT1� BFiW) VENTILATION PROVIDED FOR N4FR US OF ROOF SECTOW la SOFT - UPPER oRAED m3(r PROVIDED Ow t RSAR aERNANcs7 Pa + 0 Bow - IRPER VOM FRa�D BY . 0 R.L. OF 3osoN. ROOF VENTS RM VDIAL FOR HMO - 2a SS R TOTAL (NGLDES RtRR! RENT aHNES ITN] ROOF E4O5 FROM GIGIAIIgI N1011Q O ITN LOADS FOR 7RIIS0 PSF - 1r C.C.ILu� � Eu'�o� IBE1tRA55 ama+y YODEL- 0 PSF DOLE.- O F'SF BCOL - 0 PSF LIM TRUSSES 1FAt Y"r �5 .I �c ►�°'�( W' ��.�.�¢i DOOM FM AS'DID�1 - CLASS A ASDI LAMA OSDIN MAY VARY as o�n:mm A i��Ai ,O>;"vtAM I Dr uw � m CIA CIA2- ft 3 NLASS P AM DAIML CAM It R-32 (EIOW IN G1A1� 20t0 SPF A 7R11� �/ 1�1/l YAK lE NK MIL SUDS tt Q iT1RIA4) LAP/41UCOOMARM (GYP.) 210 SPF MR SUTIOI PAA IBM TO NOTE AT OTHER seeNALL PERIMETER AREAL TVPlM FffAI PER nr nDIEDAAM MUM OrOTERL Lm DDDBN D DDDMOO 0.0WQ m DWI o Rm1 I3110047 Lum m smog= ,FXREED 1/r GYPSUM cTYPa— 0 MINIMUM ) UNIT VOTE VARIES ( AClR NAL RODE OEkTBQ� 2E4 SIT f MFMY MATS ■AL TOE t�2BaT101 PLATSS 4C�.� RDW JOSIS (—CAL) M-sTE INSIALLAIM IKAN ET INSULATION CFVP.) VAPOR BARRIER On - SE NOTE 0 ®M -L-L� I PDOtIHR (MATTE LEE) F JOi75� ROOT DNI F BAIOO 0.0IR TO me ar LOOT MOO 1448 . WOO is m= °M o m.®s&S ®N SCALE: NrS ROOF SYSTEM SQUARE FOOTAGE 1074M SL FL 358 SM Fr. TOTAL RLRRRED V411T OCTAL OSER t LEPER) 300 ■ VAPOR BNMO 300 TOTAL UPPER VE71r ACNALLY PROM@ - 244 SO. Fr. (MOUES MUNCS AND WINES) TA4 S9FT. - UPPER CIIAl101ENT PROVIDED 0 a ROOF VENTS Q' eO11N IIYER IEIO Olma wa IWIMN UPPER VEER REQUIRED 00 OF THE TOTALjl - 1.70 SL Fr. (TOME H WRY 1 OAD) DRFIENE BETWEEN RIDE t ACTUAL- - DOS SDI. FL PASS TOTAL LEER VENT ACTUALLY PRO101101, . SON SO. FL (NOLMS 0111AR45 AHED EAVES) SM Sir. - LEER DIM t EAVE WRIT PROVIDED a saTr - La.R ROOF TINES PROVIDED 0 NW. OF 006MLTDIFR-HOOF VENTS-Epb (TOTAL FOR-NOkj LIMN LEER VFM REOIED 00 OF THE 11111AL); - LA SO. FL (TOTAL REOb IFRIi ■ ODO) DIFFERENCE Tt1E7IN FM t ACTUAL: 3.25 SL FL PASS 4 SCALE: WS TYPICAL, INSULATED 'a s LA'�',nLr.' t EWA= MAY VARY 21m BPF p IWIMN I�PBEE�%E"1EN� -rfilm MULTI-SMM HOW LINE MLL SUDS 9 it QG (EYP4 -3/Ir YNEWY GYPSY BONED -OAS V FRESH WATER SURLY (IYPJ - EIEEIPOL (71P.) ---I CDINSIOULA'DWPACNPER ME 1E FiDOt SEll OR OFOWO = WINO IRE F SPACING ARE LOCATEDAT d! MAXA K SPA OIH NO AT AT ALL GOTTEN ALL BETIDCARQNS camPK PESMALL PENS 9MM OE9Rm BY A EEG P.E. TO ACCOMMODATE ALL LOADS FIIPOSD AT TIE ODION IDGTIW(-- S}_NL OF TIE TE-00EI ED) AN AID ALLED BY DIERIL ARE DEATE F W M DESIO BY 011ER3 UTILIZED W EN DESIGNED ®A R MAY E URFES WHEN ®CUED D A ONSE EQUAL UA OR WRYER SUPPORT AN L PROEM FER FO BEE S SUPPORT ERRED RE 17WRLMEA �L® FOR 71E APE6lC SIRIICIIEE NSTNIID. UNIT VIEW VARY. SEE APPROVEO FLOOR PAN FOR SFEOID UNIT IDTF 4 tam 7HIS SODCTUE HAS EIII DESIGNED FOR ERECTION M INSTALLATION W A STE BUILT PB0IAEM FOUNDATION AND Is NOT OEXM ro LE MOVED WIE SO BELIED W INSTALLED (MM AS TYPICAL DOIOE ME 2C-0; 14-W 2r-0'. 29-0'. 2C-0' at 32-0' NC m) . t. NOTES: 1. ALL Sim MUST COMPLY WITH ASHY A-30 (W Im MINIMUM). 2. ALL LAG SOitT/S MUST COMY VITH AM A-W7 3. FOR FOUNDARCN SPECIFICS, REFER ro 11E POUDARON PLAN ®QED AND ENGINEERED BY OTHERS 4. NL FASIQERS INTO TREATED LIAIffR SHALL BE APPROVED FOR NSTAU ATION HMO TREATED LUMBER. S VAIN THE AREA BENEATH THE RD.DTNO/SVMCTURE IS ENCLOSED. Eff 016tlN0 S1RU ( 60Y•DOIFIRSGAFIEA }} TFOS VAPOR liAtdiER IS REOURFD liY JAOOB9;H HOLES RECNDUSS OF COO" RafflEM5 �AND/OftSF"ar1NC rATIONS. aun1THE VAPOR BARRIER r R'A L EFFEO WARRANTY OFFERED UM BIPLED BY JACOBSE N HOU: BAHFU.S FEOWIED - 1' AR SPACE MNWY 214 ROOF PERIMETER RAL AOD-ON SAVE - PER - CONSTRUCTION MANUAL L BLOW ILSU im V■ NL WALLBOARD - VENTILATION PRIDED FOR LOWER 50% W ROOF SPOOL OX S. - LEER OTIAIED t EAW UM PROY� "If t REAR O ERHANOS) VENTED + 0 snFr. - LEER %9= FROM= BY - 0 NIL OF SOESGB ROW VINES REDID (ROYAL FOR HOE) not SOL FL TOOL MUM OHUUbS EAVES AHED ROOF VENTS FROM CALCULATION BE:DYB) EXL S EATHMN —OINO — SEE APPROVED STRUCTURAL. PACKAGE FOR WALL COWS. 4co o L sY.DO. OPENED - - — — D -1 TW GA. P14 SCALE: NIS FLDQt.�'IS (TIF7GI) _ RDOR LEVEL MEW FLOW DEODID a 3 TYPICAL SEE . MANIA. IM '-"esIV°r° L OFEDRC INFORMATION: EOYERREOIED IDADS 910NN W THE APPROVED FIOW OEFN��I�S)(O�r�GR AT EAW EID OF FAOI SFEAN SMALL -gGOEE1OE.9fiED (BY O� ro = .AM ACCOEIOOATE ALL EPoSD AD OFM LOADS iWT MAY 000E N BOTH 7FE HOt®IOL AND URTrrIL PLAI(S). THE TE-0OTN SISTER SMALL BE AftAOm CI�aY ro TIE WALL SUDS AT EACH ETD OF EACH SEAR SEGMENT OIECTLY ro lNOA 101 G7DIM ro TNAIGER AOWATE U A0. ALL FOIEDAffiI SWILL E OSIO®W AN AROWUCf OR (UWESS lD® OOHERILSE S WER REL O73ED ON-FRAME. ALL ENDI L asAREALLS SHALL HAVE A WL OF THREE jp F1DOi JOISTS LOOTED OEM ME SIJUMLL NO SHALL IDGTm ABOTE A SOD WAOIERA-OF/W N THE FRNE. FERUM BLOODIED IS LOCATED AT W GG YAK SPAOD NO AT ALL WORM N THE SDISVAUL GREATER THAN 4r. AL 7E-00EI STRAPS AND ANWOaD SYDBIS ARE OE9DIm AND INSTALLED BY OTHERS ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WIER 090m BY A REUSUltED PROFESSIOUL ETOM TO PED1g EON. W TEETER SPPORr me I= TRwm FOR THE SPECIFIC STRUCTURE 169U . ALL FOUNDATION SYSTEMS SHALL SEE OESIENED BY Am AR=m OR fiOS9m P.L OHDS} UNLESS OTHERWISE N07ED IN THIS APPROVED BUILDING PACKAGE JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF ME BUILDING AT THE FACTORY. TFIEREiORE, 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 FOUNDA110N DESIGNS ARE BY OTHERS llm [^�dA 'OF ERNE LAP^: TE FACTOR' 711 IF' RW GV00R B �l A REMOVED FROM IME oxnws 16MLA SODCBiE OIE3D liE 'a FRAME UFI% THE FACTOR' TRANSPORTATION CYDER IS IFFr ATTACHED TO TIE STRUCTURE AND M URGED AS A STRUCTURAL WPQET OF ff 71E U!•DID/SIPoMIUEITALLA 11W NO IOTAt RRm1 OF ARIA AAf®1 Mafia 4 NIL NRmI OF EIAL2 AXE& 1 HIRA O! AEE 1■L RON PRR m ■T R FLOOR ■OOATOO R-R■ DNA!ffi E4lAM HDOm it H11WWO T LODYME ROOT m ome tl/31 Dan OR PLYWOOD Rom COENo OD/mrp-wET ROOT JaE W%OD: it OA POOH PER NIA Pam DOOM NA DIMEOI mRA it w P ■DTOL RATE onN a■ ■D! P WN DOUM rm oMs WALL I mumB Rm TOP, V- �*— , of Exr OrATHIa T/Yr A A of IRATEDacr Wawa Wm- EnAW amNc ooas HOLLOW DONE Cana V LAM I1a DI4 IKL J ROM&�J at wSm CIOLM LTl•J suran TOE BOED/AL�WD LO;•IJ ROOF MINOR 7�MA RATED WR43 IE110 (CYC) � U RLDOA. FREEST filODOf TRUSS SPAOP it OA NOG® KYW AN MTRO 1@DI TO INOW CAM 1■N !m4 RDA A WIDOf CNO PLEA 0 / OF ROOT OLaTR 0 IG17lYR 00Nf CNO PETUM 0 0 OF RETURN ORS 0 1�/�O.E�IAIOIL NRU31 OF MATIR 1 / OF ADZE LAVE C / IEDQc tAO ■/,= 1 / OF MIA NUIM T / OF A001s1 MTO / OF SMNL40 LAW 2 / OF ■CYDALD NATAL �R 1 / OF A00DI,E MTA ROOTS 1 / IEOq[ a= V tIWRn 0 / MMUM 2 2 WATER IOTA > ORTA KATA TTAY 40 GUM mmnm ISM TO APPROVED CONSTRUCTION PMKAW/bE M FOR FASTENIND ROOF S140ATMNG i 4 SCALE: WS SERVED_EORl(SIR G %[GENCY APPROVAL STAMPS: PPPROVf tD L■e �N°u� ° 7-24-18 NO oy °_ O rip Dwm.- I tra W wwvunwn� AAao♦E � p M LOOT wno 4 .oa Own Lag LLos-3102LH407 94CLMG ALL Oa EDITION rld MINI IN I" l 63802 � • • k�ByEt R ® zul 700 E. BIDOOSLLY AVE ELXHAIL M 46514 a74126407a r�- R"MSIONS [Al BY DATE roI DRAWN: CAM -M.T. DA7YT O)W/2015 SCALE: altar - 1•-0• 14 Of 15 ma; ES pa■0Y■ C DOS: 150 TORT MODEL: MOD 1448 THESE OTA10 AND PLANS ARE CONFIDENTIAL AHD PROPRIETARY WTERI" TIE CONTENTS OF TAB WAIOIC PACIWE CONTAIN COEDENML AD/OR FNWIEOFD NFLNMUM ANY U AMORIE'D US: CO'YM L ee OSIM OR MMMnW OF REVS PACT AOE. OR ANY OF THE MOO CONTAINED THEOlL IS STRICTLY PROHIBITED BY JACOP.EN NOB NO WY E UH AZFU. MEE WTFIENA ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC RNPGSES ONLY AND SWILL NOT BE SOURED. WED. OR OTHERWISE REPRODUCED AND/W DWRHU® M GUM FOR ANY PURPOSE WITHOUT ORatiSS WRITTEN MAHOVATW FROM JACOBS N HOMES THIS DRAWOD PAWAOF AND ALL ITS COMQCs AM TIE EOODSVE PROPERTY OF JAOmsEm HOES ALL ROOTS RESERVED. CO'YUOP 2M COFYNOU © 2010 . JACOBSEN NOEES1, SAEN HARBOR FLORIDA. ALL RYNTS RESORVEM m ANY A00171p�(5) ANO/Ot TFE AHEA(S) w AEHW AN AODTION(S) �OTHER APPROVED. LISTED TRUSSES MAY BE SU[1STIUIED F MAXIMUM HOOF ANGUE. SPECIFIED HEAEDL IS NOT DGffIDED. OF THE(CO Tb THE HOST RETAILER � I9 4E SOLE HFSPON586JTY µL Mn OOWrAEFD WHICH flOS PAGXI� ARE BASED ON THE MAX ALLOWABLE DESIGN ROOF ANGLE. SPED. OF THE CONTRACTOR tR HETAOFR AIHO INSTALLED THE A�71gL RTaEaR � J m DESIGN LOADS FOR TRUSSES SPACED TOLL - 0 PSF TOOL _ 0 PSF BCSL - O PSF 550 WEN FMNW M RAID AM ONHD) NY aMM AAfaON HUM AID m THI) PARTY A fRWAL AWcK3) NOD DO 1K AIIO ITIECT MDAOR Olo mH CF TIE KNDHD RAMS MAIL NOT HE MRD 1�E M WAKE FOR THE FOLIATION DOM ATDAM CO�DM RJaOYANE 0► THE NHDRONMDN HINUCIURAL COMPONENTS AND WOTW IDAOI TEEM y,� TOP (rN RIDGE BEAR) VONOADON PROVIDED FOR !PEER 5OX ff HOW 9CD0! FL/�'" Y -40 *-0, ev S/{ SOFT. - UPPED GRANO VENT PROINGED VM At WAR OWRHANC4) R' W . a RIDGE RMI (imJ + 0 SOF4 - IE4ER WHICHPROIDED HET. r - 0 MW 5CSQJK ROW TENTS RE TO (IOTA. FOR HOME) so M SIv1 O� 244 sa FT TOTAL (HOLDER FRONT a PEAR NYIINID4 AM ROW VEHIS FROM f1lCLLA1011 ONOEQ IA `i4 o�t,,�!'V t �tYHOr 8 ft A sEttaFs -Q 10 SyE , EXIFANAL FEE - ELJISH l0 r - ASTII Dam. BOAER TREQUIRED? AIR SPACE MINIMUM ROW PERIMETER HAL AOD-M SAVE - PER — CONSTRUCTION MANUAL , BGOL _ 0 PSF USTED TRSgS VARY F,e�,�yw U"t A, \ ADESIGN SIY D31a?, / L Al 7/ta' APA RATED W' TYPICAL TRUSSMAY � DMai. a SS WSS BDWI w�lElgiG1 2-LAVERS ff MNIW . ROff SIFJ17FN0 (11PaY N9AAT101 N ROff GWIY) BE HN4D OR TOED A/O 9EEL SYSRI. NYAC �. LAYOUT a LOCATION MAY VARYSm EP.O NHD TEA 130-87-Y -- - W FELT (OR EQUAL) _ _ _ M-SAD _ ` _ _ - --- -- - - - VGI fl FTR OHM RO 2A SPF p (�p� lE - _ - - — SLF VE � � �� VENTED 50 � (S�I�MMIN O.R. ENS AM WIH _ _ _ _ _ + (EOEAL Hsi HOE) 0 SILM _ LDER YFMS NOYOED BY - 0 5MWK ROOF VEINS 1 H0595 _ _ __ / 1 1/2'_MAR 074�= - - --______ -- _ ____ ��_�-�--- ------ _ __ — ___ ___- - —_ _ _ __ ____ _ O ____ _ 604 Ea m TOTAL (NOUDPS MMNW^ EAE$ Am ROOF VENTS Rm CAIOLATIM mft W. SEAhINO _ ��fFINO Ek]OIE SEE APPROIFD SRAICIURAL PAOCAE FOR WALL COBT. LaL WALL sn� G+T�� (TYPICAL) _ ,Da"RED 1rr GYPSUM (TVP.) � �y sly SPACE 1)�� 2a = Ar TRUSS NOT SHOW CH TO SD. — QDWO -TOP ,� �""�6�7� CH 2d SECTION FOR CIAMIY -1 IYPOAL scll": NWs ffiY LAP/SIUCCC/HARR. (TVP.) MN W1111I MIE MIMMUM QR I i ) I I UNIT PMH VARIES ( ACNAL EIDM OEEtBO6) 2N4 SPF p WIW HA I LOP ! OUTTUAI Jf615�� cif- gir 7f�11 to -ow ��iIKi If=H T a .I y .� C�' OID 1448 j�� A Typ- CROSS-S ��a7 noN SCALE: NTS C06TR CDOI PAWAE (Evp.) SS V Y 10 & �PL�YI100D FRESH HATER SUPPLY (flPJ OECTROE (TIP.) 1 BOARD (TVPJ -m AD= FOR SOONER ND/IX RIMAELE P-7RAP 6 THROUGH W ^m LOUT HODIS VARY, SEE APPROVED RDOR RAN FOR EPSOGMHS}/ m T W11loom 1mm THISIEE SOUCIHAS BEEDESIGNEDFDESIGNEDFM OEM OR LM BMAI ON ON A 91E BUST FBWXW / FOUNDATION AND IS NOT ®QED TO E LOVED ONCE SO ERECTED OR Mfg= POIN AS TYPOAL DQIOE WE 2W-W. if-W 2M'-0', 2UTW. 29-W a 37-0' MUM) Ruff SYSTBN SQUARE FOOTAGE _ 1074.21 S0. FT. - 3W SO FT. TOTAL ffDIM VENT (TOTAL WM A LOER) 3H 00 VAFM 301 TOTAL giFA VEIN ACNALLY PROVIDE& - 2A4 SD FL (HCHEE.R O W49S NO VENTS) M4 SOFT. - 040E ONANO VENT PROVIDED 0 SOFT - UPPER ROW VENTS PROWFD 0 NAL ff 6<6OK OPFFR ROff VETS REDO (TOTAL FOR HOME) tmAY URi7R VEIN REGENT (SON ff TIE IOTALk - 1.70 54 FT. (TOTAL fE1Cl0 VOLT a 0,6D) OFFS RIff BETWEEN REOT a ACTUAL - QW SO FT. PASS TOTAL LOWER VEIN ACTUALLY PROVIDED: - 5.04 SO, FT. (NOUEIES ONANGS AND EAVES) 5,04 SUM - LOOT OYNAIO A EAVE VENT PEOIMAD 0 SOFT - LONR ROW NENIS RtOVDFD 0 NM. OF SCSQX LOW ROW LOOS AWD 001N. FOR TOE) WRY LOWER VEIN MUM (30 or TE Tom* - 1.70 S0. FT. (TOTAL HIM VENT X ODOT DIFIERMCE E71EEH REED a ACTUAL- 30 S0. FL PASS m do r1 SCALE: NTS 7MW APA at TFM RATED FF�xOIF�MQMt 9EA71NR (7�}•' // HEATER ftmSDlf BABA �BATT TJM INSIZA IN WALL r' E 2A SPF ((ON-W�4 �PE>aE1ER (SDEDAy RDfA JOSTS (EN10M) FIOM LEVEL m aeAwr° L yPECIRO NFtiiIAIIQ! PLAN DEEM IDADS SHOW AC THE APPROVED FEACH HEAR RNI DETAIl"1 OODR AT EACH BND ff F/VOI SHEAR SEEIEGFNTFN (WL � m � ACCOMMODATE ALL AND DEAD LOADS THAT MAY ODOR N ENTWINE HQ@WTAL AND YBOONL P:AIEM 'RE TIE-00E1 SYSIDL 9WL E ATTA}EO O ECTLY TO THE WAIL STUDS AT EACH FEND OF EACH SHIEM SEGMENT ORMYTO FOION SIATIM: 91NL [E 7RAWER ESIGNED BY�ATE ARO UIN M E7bb'TIED PROEi901AL Et1EEDi (EN -BIN f1Y 00EIiS} (�{E� % ODFRIff ON TE APPIt(: GF-FAME - NL FEOYNL 9EARPNLS BWL HA A IEl OF THEE RDM Xr LOWED SHOP THE CHARM L ALL !DADS M FOUNDATION O -S11E. BY OTHERS —� PE�OMEOC fEDNR CA9 SEE . CAL M NL UNLESS OTHERVASE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 1 1/2- BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCWDE THIS MINIMUM 11/Y BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS NOM: 1. ALL SLED. MUST COMPLY VEIN AM A -]a (38 K9 MI UAUY} 2. ALL MAC WMW MUST COOLY MATH A51M A-= m� 3 FOR FOUNDATION SPEORCS, REFER M THE FYLFDATON PLAN OESIGfD AM 84GDEEM BY OTHERS. 'OP FRAME ENT': 4. AIL FASTENERS INTO TR8A7FD WYER WALL E APPROVED m� FOR INSTALLATION INTO TREATED LIAWEL & MEN THE AREA BENEATH THE MiUODwO/SERICIIRE IS ENCLOSED. 'ON FRAME UNI. Bum THE 9MDIHG SIRUCRW (MIN. 5 ML POLY VAPOR � EBYTOTORS)• Tffi VAPgi 9NiRFA IS REOOEO BY JACOBSE�N HOES REL'AHOSS t)F CAGE RVE& ENTS A VYAARANTY ffFOBD OMlrINQ THE VAPOR BARIUM VAL CR IMPLIED BY JACOBSEN HOMES ffFECi' ME FACTORY TRAMSPORIA71gN CARRIER D LET ATIMM TO TIE SIRUCTRE AND IS U1D4D AS A SINUCORAL COPOET OF PLOOR SYSTEM AFn3t.nE INSTALLATION OF TE Hl1DED/SiRICREE YAIYma TOLL NMmF Iw AMA 4 ILL NHmI D/ (NAaIIS AIM MA,m F@ W NMaHn /r IHIOI T INNS ADC HHL [ TOM immnm lw aT a ROM 1A/ar Oa M RY1Nom NHIM H W43 M HIM c0M1Ea M-1H HW/RFjO 1RT CNk TmI.HDT sAOa tr EIG jr a& iVDI �R M AM PINION MOHa M QO7OO1 ATH1H1 2,M /! A MOTTM MO GQC* ad R p aDOM rm DO H1FAL NIUAMNA H-1H i1N M7E (EiLp 2/ w p W. OEA71Ha AM M TOM RAIFD EEL Dom Ham - FONT am H2 Oas 101m am CmMgawp Y° TOIL WL GOY 1MADIDODAMI01 ITPJ rI O sMAY M EmiL (fl*J mHa IDHIIHHD +/? attar (TT'J Now HOAAOM Hs HURBa TIT aCH1011HML (o I@ WAMM 71W APA MID WLSE3 HID® (6YUD) 11163 71HM9 HPAOa tr Ott SUM RMN.AN sum IrIDOE FaEIT TNm100 OD Am T VAT TIM IEFEI TO EDDY atCA RHL m0 WAR m EDDY O0a RNEO IREH m ww was UHT Tm mm m cam "m JIm a ma D 0 A a mcom 0 E OF PERM M@a 0 aS M* I ON AO@TAt` uV! 0 E wisaw fNE I� IHNNO a E 0r RATTLE WATTAN T 4 OF A q / Y9gE CAe III M SPIAb LAM 2 % M AOO�i MiHI 010iM 0 14HN7t• 2 "m NLAM TTTTD 1>$Ob IEEIIR TO APPROVED O RING 10N PAOGAMAETALS FOR RLVTBONO ROOF SHFATMNG ��� scAlue: NTs AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: w o PPPROVep ,,,,,,,R„ •D �• wrH :0 N 1FWr AW. n P! """.'"°'"-' ��� ANOHp Hoe � � aa•..e.m \ al � W++m01MNNH•7 A • OOMAES VI/ 2017 FLORIDA RE& CODE. NCUDOND ALL atA EDITION 33802 %%* II A 'IIt111EEEE,, � e 700 E. 31ARDSLAYANY DNORT, IN 4W14 Wq 2aa7Q O 0 L 1N•- REVISIONS 0 BY I DATE m roI DRAWN: qV CHECX9D° Y.T. DATE: a/27/2MB SCALE: SHEET: ePiq{� Is®Fis WEC: B "mum c DWS: 100 MPH MODEL: MOD 144a THEM DETAILS AND RAID ARE CONDOM& AND PROPRIETARY MAXER!" THE CONTENTS W THS CRAMNO PACCAE CMTAN CcAfMQ TAL AND/OR PmwEm ofoRmAmt. ANY wouri rm 1NSE cwvm maom R OR ON'TTa1TgN ff 716 PAOGA F OR MY OF THE CMTOOa OMTAEED iNDaAN, D 91IaCRY PROBED BY 41AOO85EH HOES AND MAY E IREAIFIf. 7fEg W1E1Au- ARE PROVIDED 70 ME RECIPIENT FOR SPEWIC PURPOSES ONLY NO SHALL NOT E SGVEE7; COPED, OR CIFERHISE REPRODUOD A D/M O TTROUIFD TO aDDRS FOR ANY PURPOSE MAIHOUT EXPRESS MUM AtMICRRA7101G FROM 4WOB!EN MOMS TES DRAVNO PACVAE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY ff JAOMSM HOES ALL RODS REgRWEIX OOPTm00 200 O MAT © 201a . AAOESON HO EA SMETY HA DOR FLORIDA. ALL OMB RESOLED. REScheck Software Version 4.6.5 C�J( Compliance Certificate Project M-1448 Energy Code: 2017 Florida Building Code, Energy Conservation Location: Safety Harbor, Florida Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,074 ft2 Glazing Area 19% Climate Zone: 2 (725 HDD) Permit Date: Permit Number: Construction Site: 600 Packard Court Safety Harbor, FL 34695 Owner/Agent: 7-24-18 m w Designer/Contractor: Compliance: 36.3% Better Than Code Maximum UA: 284 Your UA: 181 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: l: Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" D.C. Window 1: Metal Frame:Double Pane with Low-E SHGC: 0.25 Door 1: Solid Door 2: Glass SHGC: 0.25 Floor 1: All -Wood joist/Truss:Over Outside Air 1,074 32.0 0.0 0.034 37 888 19.0 0.0 0.060 42 138 0.300 41 19 34 1,074 22.0 0.300 6 0.300 10 0.0 0.042 45 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. Gage Jones CAD Tech. G-� 7/5/18 Name - Title na re Date Project Title: M-1448 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck Report date: 07/05/18 Pagel of 9 CREScheck Software Version 4.6.5 �(J Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. - s # —Pre�lnspection/Plan Re "view Plans Verified Field Verified ` Complies? Comments/Assumptions Value Value 103.1, Construction drawings and 5❑Complies 103.2 documentation demonstrate []Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope. Thermal []Not Applicable envelope represented on construction documents.; 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate '° ❑Does Not 403.7, energy code compliance for = ❑Not Observable 403.8 lighting and mechanical systems. []Not [PR3]1 Systems serving multiple ° Applicable 0 dwelling units must demonstrate compliance with the IECC r5• Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ` on loads calculated per ACCA Cooling: Cooling: ❑Not Observable J Manual J or other methods approved by the code official. Btu/hr Btu/hr ❑Not Applicable 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PIt2]2 ` on loads calculated per ACCA Cooling: Cooling: ❑Not Observable 4, Manual J or other methods approved by the code official. Btu/hr Btu/hr ❑Not Applicable Refer to R403.7.1 for full details. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: M-1448 Report date: 07/05/18 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck Page 2 of 9 Section # & Req.ID Foundation Inspection . Complies? Comments/Assumptions 303.2.1.3 A protective covering is installed to ❑Complies [FO11]z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below []Notgrade. Not Observable []Not Applicable 403.9 Snow- and ice -melting system controls ❑Complies [FO12]2 installed. ❑Does Not L�J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: M-1448 Report date: 07/0 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck Page 3 of 9 Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.lD v 303.1.3 U-factors of fenestration products .° w ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ,` ❑Not Observable taken from the default table. a ❑Not Applicable 402.1.1, Glazing U-factor (area -weighted U- U- ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not503.1.1.1 Not Observable [FR2]1 _- _ ❑Not Applicable 6 — -- 402.1.1, Glazing SHGC value (area- SHGC: SHGC: ❑Complies See the Envelope Assemblies 402.3.2, weighted average). ❑Does Not table for values. 402.3 3 [FR3] ❑Not Observable ❑Not Applicable 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 0 ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's._ ❑Does Not Q instructions. F� ❑Not Observable ;x []Not Applicable 402.4.3 Fenestration that is not site built, ° ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA /WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ,;.° " ° is ❑Not Applicable 400 that do not exceed code limits. 402.4.5 " IC -rated recessed lighting fixtures ❑Complies [FR16]z sealed at housing/interior finish i3 ❑Does Not and labeled to indicate <_2.0 cfm 3 ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics r ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ �P ❑Not Observable R-6 where < 3 inches. Supply and ❑Not Applicable return ducts in other portions of the building insulated >= R-6 for ., •° diameter >= 3 inches and R-4.2 }. for < 3 inches in diameter. X 403.3.5 Building cavities are not used as v ❑Complies [FR15]3 ducts or plenums. " ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC w ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 . ,' >11-3. ❑Does Not ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: M-1448 Report date: 07/05/18 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck Page 4 of 9 Section # - Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions Req.ID 403.5.5 Storage water heaters not ❑Complies [FR26]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 guildlines. 403.5.6.1. Service water heating systems ❑Complies 1, are equipped with automatic ❑Does Not [FR27]2 temperature controls. []Not Observable ❑Not Applicable 403.5.6.1. A separate switch permits the ❑Complies 2 power supplied to electric service ❑Does Not [FR28]2 water systems to be turned off. A []Not Observable separate valve permits the ❑Not Applicable energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 403.5.6.2 Water heating equipment meets Table 404.2 Table 404.2 ❑Complies [FR29]2 minimum efficiencies of Table (required (required []Does Not C404.2 in Chapter 4 of the Ef): Ef): ❑Not Observable Florida Building Code, Energy ❑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. 403.5.6.2. Solar systems for domestic hot ❑Complies L , water production satisfy energy ❑Does Not [FR30]2 . factor requirements determined ❑Not Observable from the Florida Solar Energy ❑Not Applicable Center Directory of Certified Solar Systems. 403.E Automatic or gravity dampers are ,F; ❑Complies [FR191? installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 403.6.2 Buildings designed to operate at $' ❑Complies [FR31]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 from ASHRAE 62, Ventilation for ; Acceptable Indoor Air Quality, 2) No ventilation or air-conditioning , 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 -errm ng — heunais — -- Additional Comments/Assumptions: (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 ,1 Low Impact (Tier 3) Project Title: M-1448 Data filename: C:\Users\9jones\Desktop\1448 rescheck.rck Report Page 5 of 9 Section # Insulation Inspection Plans VerifiedField Value Verified, l Value Complies? Comments/Assumptions & Req,.ID . � 303.1 All installed insulation is labeled `g. ❑Complies [1N13]2 or the installed R-values zs, ❑Does Not provided. ;3 ❑Not Observable ❑Not Applicable 303.2 Wall insulation is installed per a'F ' ❑Complies [IN4]1 manufacturer's instructions. saz ❑Does Not ❑Not Observable - ❑Not Applicable 303:2, ---Floor insulation installed perj ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the �. ❑Not Observable underside of the subfloor, or floor ❑Not Applicable framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation ❑Steel ❑Steel ❑Not Applicable 0 requirement applies (FR10). 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 402.2.14 Walls, ceilings or floors common " ' ❑Complies [IN14]2 to separate conditioned []Does Not tenancies are insulated to >= R- []Not Observable 11, space permitting. Mass ❑Not Applicable common walls are insulated to > = R-6. g Additional Comments/Assumptions: 1 I High Impact (Tier 1) 1 2"1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: M-1448 Report date: 07/05/18 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck Page 6 of 9 Section # Final Inspection Provisions Plans Verified . Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1.1.2. Ceiling insulation installed per ❑Complies 1,303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑ Not Observable 300 ft2. ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable 401.3 An energy performance level ❑Complies [FI33]2 (EPL) display card must be ❑Does Not completed and certified by the ❑Not Observable builder before final approval of ❑Not Applicable the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold 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, 402.2.E ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable pplicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 , insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the []Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=7 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.1 Each separate heating/cooling " ❑Complies [FI9]2 system has a thermostat ❑Does Not - ❑Not Observable ❑Not Applicable 403 1;2 Programmable thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403.1.3 Heat pump thermostat installed ❑Complies [.FI10]2 on heat pumps. ❑Does Not - Not Observable ❑Not Applicab e - -- - --- - 40.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one- or two -pipe heating ❑Does Not systems have outdoor setback ❑Not Observable .� . ontrol to lower boiler water temperature based on out oor ;„- ; - -- > - .A, • --- ❑Not Applicable temperature. High Impact (Tier 1) Medium Impact (Tier 2) 1- 3 1 Low Impact (Tier 3) Project Title: M-1448 Repo a e: 71-& Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck . Page 7 of 9 Section. # Final Inspection Provisions Plans Verified ° Value" Field Verified „ Value Complies? Comments/Assumptions Req.ID 403.3.2, All ducts, air handlers, and filter ❑Complies 403.3.2.1 boxes shall be constructed and ❑Does Not [FI2411 sealed in accordance with ❑Not Observable Section C403.2.9.2 of the j; ❑Not Applicable Commercial Provisions of this i,' code. Air handler leakage ? ° designated by manufacturer at <=2% of design air flow.° 403.3.3 Ducts are pressure tested to cfm_/1_00_ cfm/100--_ ❑Complies-- - - -- ----- [FI27-]1 determine -air -leakage -with— _ -ftz-- ftz ❑Does Not either: Rough -in test: Total ❑Not Observable leakage measured with a []Not Applicable pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handier enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4, Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies 403.3.2 cfm/100 ft2 across the system or ftz ftz ❑Does Not [F14]1 <=3 cfm/100 ft2 without air []Not Observable handler @ 25 Pa. For rough -in ❑Not Applicable tests, verification may need to occur during Framing Inspection. Duct tightness verified by testing in accordance with ANSI/RESNET/ICC 380-2016 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (1), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. 403.3.6 Air handling units are not, ❑Complies [F[33]2 installed in attic. ❑Does Not e ❑Not Observable ❑Not Applicable 408.5.1 Circulating service hot water ❑Complies [FI11]2 _ systems have automatic or ., ❑Does Not accessible manual controls. q ❑Not Observable - []Not Applicable 403:5.1.1 Heated water circulation systems ❑Complies [F[28]2` " have a circulation pump. The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply ❑Not Applicable pipe. Gravity and thermos- • syphon circulation systems are not present. Controls for f circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls ` automatically turn off the pump when water is in circulation loop r' is at set -point temperature and no demand for hot water exists. 1 I High Impact (Tier 1) : 2 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: M-1448 Report date: 07/05/18 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck ..;. Page 8 of 9 Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 403.5.1.2 Electric heat trace systems — ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the []Not Applicable heat tracing to maintain the desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F13011 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]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 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. 403.6.1 All mechanical ventilation system ❑Complies [F[25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable 404.1 75% of lamps in permanent ❑Complies [FI6]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low -voltage, ❑Not Applicable lighting. 404.1.1 p Fuel gas lighting systems have ❑Complies [F[23]3 no continuous pilot light. = ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: M-1448 Data filename: C:\Users\gjones\Desktop\1448 rescheck.rck date: 07/05/18 Page 9 of 9 Wind Eauivalencv PRO \ MRH = Exposure = 150 15 C 7-24-18 mph feet �y�� �C° CARTER �' P Pult = WL = Vult2 * 1.21 * C Pult = WL = 22500 * 1.21 * C Pult = WL = 27225 C Pasd = Pult * 0.6 Pasd = 27225 C * 0.6 Pasd = 16335 C Vasd = MRH = 15 feet Exposure = C Vasd = sgrt ( Pasd / 1.21 ) Vasd = sq rt ( 16335 C / 1.21 ) Vasd = sq rt ( 13500 C ) Vasd = 116.19 mph Construction - use design of Vasd = 130 mph MRH = 15 feet Exposure = C for the equivalent - Vult = 150 mph MRH = 15 feet Exposure = C 7-24-18 M Cn FVd3Depqnrmtd FLA Man.uWuW.130" Ftogmm IM-NOOMP&M.ftut Busjn6sRo 0-1 R T �EW' Professions( Ta*'Wee' FbW Regulatiton Phone; 850.487.11824• F Ken Lawson, Secretary Rick Scott-Govemor Sep MW -12,�MI6 'Unicn,M' ,C rice 66bbp'- h - �,-HpMps '-bfheb 368� fetv.� Aw�r, t� b!� Wj�la6jfacWr& C&tTFfcWon,'IDl'MFr;�68; Expiration -, QatdS 2019 Dear.'- Ciinton", m , YrItce, kob4rfL4enzO`- tc,.Hilbom ywerher "IEW-T _0 #P� Ap,`- `A---K--T-M F cM;--U:NA-T,-Y, 4,F, PRO D 7-24-18 CARTER 43 MCP-3602(M1448*) MCP-3602(M 1448*) ULTIMATE Design Wind Speed: 150 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 t'he Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: FL Product b. Category Manufacturer " o Product -Description Approval Subcate `ot - Number(s), e 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In-swiing 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-R3 2. Windows Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R8 Single Hung -- -F Custom Windows, Inc. 8100 - SH M C esis ari = ow = - - 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 EHy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-1110 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 18 - 2017 CODE VERSION June 27, 2018 o 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 - NT-XN0?QNE5__ - INT/END ZONES PASS - INT/END ZONES -PASS-- INT/END ZONES PASS - INT/END ZONES ---PASS-- W Category/� Subcategory Manufacturer - . ° F Product Description-, i . e . FL Product Approval T a Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 _Siding __ _ - James -Hardie— = —_ __ CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.E-114 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-113 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 - Puss.%Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES FL Product Category Manufacturer. Product Description Approval Subcategory Number(s) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 (1/2 INCH PLYWOOD ROOF SHEATHING REQ'D) r E Tubular Skylight Sun-Tek Tube (selfiflashing) 10", 14" or 21" FL13488.10 - R5 S. Structural Comp. A Wood Connectors Tie -down Engineering Coil Strap Local Approval Wood Connectors Oliver Technologies Coil Strap Constellation Tech. Wood Connectors Master Craft Eng. Metal Strap Report - A131394 B Truss Plate MiTek Truss connector plates FL 2197 - R6 = - -- - -- -- -- -- --- - nginere�u�nbe - - - - - - - - - - - - - - GP -Lam FL 2023.1-R6 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 ��t����rair•- �ISLETS�klti�lti toy � cenuem Wid ht Tb si uess Peak Pew it ss. I'te%rT 'field r Flip g tfc�g 1 l Gs4ti?,1;: . „ . Ij£7} ._.:....,_. S;i�Cr 5a t �i�li�l©L' �iQ113�(�"�8Cii55E�lY, + Iiit ip4�1�ce�t�l��iarYtisC rA iT Tf t I rvet �l4!hrrtttidtekt5si they :Ghc�tiacal `I'c�tca F�li {ACCRPGITE� -�t)Il %is'-SSI'IJ,Ct1�6'�':�fP A"Cc[i�ItBtipyL .Date- LZ },-Z 111{L tl- l 5 t 1 Tl • • \ ��:�1c��ur�i5:� }t�yto = � 0 7-24-18 ' p T of I. 'LFR P��o CARTER ii Jab Truss TmssType ply Ply Jacobsen Homes 216 79052 M600804 MONO TRUSS 1 1 216-714-3 Universal forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.610 a Jan 29 2015 Mrrek Industries, [no. Thu Jul 1614:34:312015 Copyright02015 Universal Forest Products, Inc. All Rights Reserved 3-3-4 2-10-0 3-7-1Z Alf. Cantilever Detail 'REACTIONS (lb/size) 5=160/Mechanical, 7=496/0-3.8 (min. 0.1-8). 1x3 II Max Horz7=238(LC 7) 4 Max UpIM5=-230(LC 7). 7=-679(LC 5) 7 10 q.5 3x4 3 3.2.0 r 1X3 II T1 I 4 4 2 M n 3.28 12 1 1 I - h B1 - 7 6 5 1x3 II 1x3 II 3x3 = 6x4 = 3-3-4 2-10=0 1 3.7-12 9-9-0 Plate Offsets X.Y - 3:0-0.0 -1.0 5:0-1-12 0-2-12 SPACING�:.2-0-0 SPACING-; 1-4-0 CSI. DEFL. In (loc) Udall L/d PLATES GRIP LOADING (psf) LOADING (pst) Plate Grip DOL 1.26 TC 0.63 Vert(LQ 0.17 7 >688 240 MT20 197/144 TOLL 20.0 TOLL 30.0 Lumber DOL 1.25 BC D.41 Veri(TL) .0.14 7 >797 180 TCDL 7.0 TCDL 10.5 Rep Stress ]nor YES WB' 0.70 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 • BCLL 0.0 • Code FBC201141TPI2007 (Matrix) Weight: 25lb BCDL 7.0 BCDL 10.5 FT=0% LUMBER- BRACING - TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathingdirectly applied or 6-0.0 oc purlins, except and venlcal%[P] BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid calling directly applied or 5-6.7 oc bracing. WEBS 2x3 SPF Stud 'Except*pPROVE P W2,W3; 2x2 SPF Stud. • REACTIONS. (lb/size) i=323103-6 (min. 0-1-6), 5=323/Mechanical �� • J Max Horz 1=238(LC 5) n y Max Upllft1=-329(LC 5), 5=-397(LC 5) O 7- 24-18 FORCES.. (lb)- Maximum Compression/Maximum Tension Z W TOP CHORD 1-2=575/655, 23=5441722, 3-4=-51/14, 4-5=-701156 BOT CHORD 1-7=-868/518, 6-7=-868/519, 5.6=-869/520 � WEBS 3.6=-166/199, 3-5=-5811974, 2-7=-81/217 NOTES- live �Q 1) This truss has been checked for uniform roof load only, except as noted, PGj 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @241n c.c.; TCDL=2.8psf; BCDL=2.8psf; (AIL 180mph @16in o.c.; TCDL=4.2psf; BCDL=4.2psn; h=35ft; Cat,11; Exp D; EncL, GCpi=0.18; MWFRS (envelope) gable end zone and C-C, Exterior(2) zone;GC formembers and forces & E-slgne an MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrentwith any other live loads.. jf 1C11 U �� 4) *This truss been designed load inirf� has for alive of 20:Opsf on the bottom chord allareas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the boll C .,��'1�, r� chord and any other members, 1a 3'" Pi r.,; `' �` /j 5) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at Joint 1 and 397 to uplift at Joint 5,�' 6) Fixity of members 3 - 4, 5 - 4 have been changed. Frigid 7) Based on M600803 . •� _; 8) Updated to FBC 2014 I.U001, t �� rd1,r The professional engineedng.seal indicates that a licensed professional has reviewed the design underthe standards referenced within this document, 7/2012015 not necessarily the current stale building code. The engineering sea] 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. A WARNING - Verify'design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 - Tmss.shallnotba_cuLocmosiined-Trussof the truss design en ineer. This component has only been designed for the loads noted on this drawing. Construction and lifing forces have no eon cons ere . a u er s 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 responsiblllly of bullding 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 responslbllity:of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding a r ca on, qua i y con r , sta ff dellvery, umflonattdbraeing; consult-BCSl9-06-fronri]re-Wood�russ- o dt.otAnia4ca zcdl T L% mare in.tirutafiacammendallonavailable from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:tsupportlMllekSuppltemplaleslufp.tpe Job Truss Truss.Type city Ply Jacobsen Homes 216 75565 M699402 MONO TRUSS 1 1 Job Reference 2162337 Universal Forest Products Inc„ Grand Rapids, MI 49525, Michael Adams 7.520 a May 82014 MITek Industries, Inc. Mon Oct 27 11:47:45 2014 Page 1=of 1 CopyrightQ2014 Universal Forest Products, Inc. All Rights Reserved 3-1 4 4-1.2 3-10.10 1x3 II 5 2.75 12 - ---- ---- - - ---- --- 15.47 __ 3x3--� ----- -- -- 3x3' c T1 <} 3 m 2.5x3 2 N 1 1 31 8 7 6 3x4 11 2x3 11 2.5x3 = 3x3 = 3-1.4 4A-2 3.10.10 11-1.0 P PRO ALT. CANTILEVER DETAIL 0 7-24-18 ' z ILL Q REACTIONS. yCnR Max Herz 8=242(LC 5) �yO P 3-0-0 cantilever Max Uplift 6=-297(LC 7). 8=-698(1.0 5)- �+ gRTER V' i Max Gravity 6=266(LC1),8=612(LC1) Plate Offsets X Y -- 1:0-1-12,0-3-2 3:0-1-8 0-1-4 4:0-1-8 0-1-06:0-1-4 0-1-4 7:0-1-8 0-1-0 SPACING-: 2-0-0 SPACING-: 1-4-0 .SPACING- 2-0-0 CSI. DEFL. In ([cc) I/deft Lid PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0,64 Vert(LL) 0.12. 7-8. >999 240 MT20 197/144 TOLL 20.0 TOLL 30.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.13 7-8 >999 180 TCDL 10.0 TCDL. 15.0 Rep Stress lncr YES WB 0.42 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 BCLL 0.0 ' Code FBC20101TPI2007 (Matrix) Weight: 30lb BCDL 10.0 BCDL 15.0 FT = 0% LUMBER. BRACING - TOP CHORD 2x3 SPF No.2 TOP CHORD Structural woodsheathing directly applied or 4-5-15 oc pudins, [P) BOT CHORD 2x3-SPF No.2 except end verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 4.1.6 cc bracing. SLIDER Left 2x3 SPF Stud 1.5-14 REACTIONS. (lb/size) 1=439/0-3-8 (min, 0-1-8), 6=439/Mechanical Max Horz 1=242(LC 5) Max Uplift 1=-389(LC 5), 6=450(LC 5) E-signed by Kevin Freeman FORCES. (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-1107/1223, 2-3=-1077/1228, 3-4=-681l731, 4-5=4019, 5.6=-84/158 it'll 111BOTC11f� 1-8=-1424-70 WEBSHORD =414/245,, 4.6=7 19/96713-8=0/ 298464 3798/571 NOTES- (7-8) "1 �'!•'*7vj +'p '•"' 1) This truss has been checked for uniform roof live load only, except as noted. ,'r+�' •' 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. 180mph @161n o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat. 11; Exp D; Encl., GCpl=0.18: MWFRS.(envelcpe) gable end zone and GC 411 Exterlor(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate: s grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 4) This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3=6-0 tall by. 2-0-0 wide fit will between the bottom chord and any other members. 5) Provide `s�„ mechanical connecfion.(by others) of truss to bearing plate capable of withstanding 389lb uplift at Joint 1 and 450 Ib.upllft y�r0A.4 at joint 6. _ • .egg.is 6) Fixy of member 6 s 7) Baed on M69940-5 has been changed. v of 8) Revisions: Increased load, decrease -dead lengthjncreased heel hgt. The professional engineering seal Indicates that a Iicensed.professlonal has reviewed the design under the standards referenced within this document, 10127/2014 not necessarily the current state building code. The engineering seal Is not an approval to use.in a specific state. The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. ®'WARNING - Verify design and READ NOTES Universal Forest Products, Inc, 2801 EAST BELTLINE RD, NE parameters Truss shall not be cut or modified without approval of the truss design engineer, PHONE (616)-364-6161 FAX (616}365.0060 GRAND RAPIDS, MI 49526 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder Is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is basedonly 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 buliding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1.06 from the Wood Truss.Councll of Amedca and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\supportlMltekSupp\templatesWfp.lpe