Loading...
HomeMy WebLinkAboutEngineering HWC PlanMW9 ENGINEERING.a INSPECTIONS CERTIFICATIONS +TESTING May 5, 2016 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes SIN Size & Occupancy: M1066 MCP-2A6; R-3 HWC Plan#: 2540-0209(M1066) To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and 'approved as being in compliance With the 2014 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 t6 review, approval, and inspection by S�CMAID the local authority having jurisdictionk 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local t WN! smo EMUST fire safety inspector. Fp lope s'vaq OoD,OW1NpO�NS 4.' Signed and sealed plans shall be' on file with HWC Engineering. V0, 000as Sp�ppRo`�o 93- 5: NOT Approved for High Velocity Hutricane Zone (i.e. Broward and Dade aEMp,1N o Spk0o"s Counties) Sincerely HI raRN, NER, CARTER & ASSOCIATES, INC. HSIRRADA G r ll�i'ewer - .. BILE G'o HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33755 (727) 584.8151 FAX: (727) 586.3343 / (727) 585.2392 / (727) 587-0447 ModuW Dada hispMoun a SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. MC®> ®NS: GOMM CRT S: � L1 �:� e � &T HEIR MOM SUOING DIEP,A,R'><`.: .%ll4UIMSifIIAS ALL ON -SITE ELECTRICAL AND PLUMBING SHALL BE % MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT /pC ELECTRICAL/PLUMBING COMPSEE M�EES71NyG DEPARTMENT OF REGULATIONS BEEN & ARE NOT ATTESTED STATE OF FLORIDA PLUMBING BMG R ELECTRICAL DETAILS FOR & INSPECTION�REQMENTS. 2. ITS IISSDA THE RESPONSIBILITY OF THE CERTIFIAND ED CONTRACTOR T INSONAL URERSTRICT HIS UST DOES NOT DEPAR. ULSAi/IOWSSIINSISIGNW TH T. OF BUSINESS do PROFESS REG COMPLIANCE 70 ALL APPLICABLE CODES AND HOME SPECIFICATIONS, NECESSARILYMATERIALS THAT MAY BE REID SM 0 OATI®N: OBTAIN ALL INSPECTIONS IiEMS ARE y A,Rfy�,i�lON / d'®VR� REQUIRED ARE PDR ERFORMEIRED D BY YYTTHE LOCAL AUiHORITYY HHAVNG JUTHAT RISDICTION. CTION. ANY Y SITE INSTAJECT HE LJLLAT�ION. AL CODE COMPLIANCTE E TO BY LLED AND ALL REVIEW. APPROVAL, NSPECTiON, RE-NSPECTION FEES AND/OR OTHER COSTS ITEMS SHALL BE DETERMINED BY THE WHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES & PROFESSIONAL RESITLATopm'THESE APPROVED PLANS DO NDT CONTAIN FOUNDATIONS FAILURE 70 CONFORM TO CODES & JACOBSEN SPEC'S 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 S THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR TO DRAIN SURFACE WATER AWAY FROM THE FOOTINGS ANO THE FOUNDATION ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, PROCEDURES, AND �F�r y� � i��► WALLS (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER. UNSTABLE SOL COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, NCL SUBS SM Iii�� MUMS: (SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS). OTHER DELETERIOUS MAIFERIAL(SL 4. OCCUPANT LOAD -TIE PERSON FOR EACH 2D0 SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBRIS ALL FOREIGN OBJECTS, ETC... SHALL BE REMOVED FROM THE S NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS UST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: AREA OF THE FOOTINGS. AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING., BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL six WAom RL AND LOT Pier. (MOIL ow auNAn THE MINIMUM P17CH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING 2. 7HE COMPLETE FnuoAL A1TE-DOMM, AND ANaLaaw SYSIM FOR EVERY TEN FEET OF SOIL AREA WATER SHALL NOT ACXMTMULATE BELOW ANY S THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN S ITINTE 71EAi1WNr AND MN1HgR vAFOR BAIaoL Tact sn cmm PORTION OF THE STRUCTURE. ALL SITE WORK IS BY 07HSM NOT JACOBSEN HOMES 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARD COUNTIES 4. RAMM STAIRS, AND GDERAL AC ES4 MUM ALL .ACCESSIBILITY RDOWO S). 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENT% SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH S BMW PLANS OFAN-Pins AND HOMOV TO TIE FIAMMING 96:EMM APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS BUILDING IS INSTALLED N THE REGION FOR WHICH IT HAS BEEN DESIGNED S ANY PORTABLE FOE 0011MO ISH RM AND/OR FOE GUMFI SSION SYSTLXS) FWL OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND ITS 1HIRD PARTY APPROVAL 7. aMTRCA, S WIE MUTING F4LE1iST A Kxass-OvW ON BILIFSECDa LNTS COVERED W/ CORROSION RESISTANT WERE MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING S ALL IIMS®ED DRYWALL - COMPLETE PANEL FASTMIA TAPE • TEXTURE. EXCEED 1/4' IN ANY DIMENSION. COMBINED OPENINGS N THE FOUNDATION WALLS PLANS SHALL NOT BE HELD LIABLE, IF A BUILDING IS INSTALLED INTO A OM.- 3/r NAILS - r as MAY: 3/r GOEWS - 1r Or- MAX. - usNsm DRYWALL SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SQ. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO 0. STRUCAVIAL a AFsnErc N1aswEmMNS RETMON MmnFs/SECTIda QTTHHErOF CRAWL SPACE BENEATH R . CRAWL SPACE ACCESS PER INSTALLED THE BUILDINM SHALL BEAR SOLE E)M WIND AM ROOM OM BONDING OF METAL SMO OR ROOF CUMONG4 FBC/FRG MIN. 6 NIL POLY VAPOR BARRIEREA IS REQ'D BELOW THE BUOA NG. 7. THESE DRAWINGS. PLANS, DETAIL% AND SPECIFICATIONS MAY NOT NECESSARILY 1L MERIO t WALL PIDNAL ) uo SOFFIT MATMORLS MMONALLAORCH AEAV. 4►ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK TO BE PERFORMED. IF ITEMS ARE 12. WINDOW cumos, wmoM Pw7E61m14 SmR1 surmts (w-s1G BY OTHOts). 3. THE FINISHED GROUND LEVEL OF AN UNDER-RJDOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REC'D FOR THE COMPLETION OF ANY ITEM INCLUDED 1& DDnou M FLOOR NSILATI N/WTIO1 Baum MAIM& (ML BE NOIED ON PUM4 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 I& otassm N1cr AND caN EMM (EWAC) - mm nO MUN AR DUCTS ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN B INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS 1S AN COrolOma+O AND WAITING SWOM PURER 10 FUTADA DO W CNCAAIDM4 GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER S PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS. NOTES DETAILS AND SPEC:'S) FOR LasMl EEFicaMaY RoaetudDri . N vueD ON -STILE, BY OTRErs DOES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN- HOMES OR THEIR ENGINEER AND SHALL IL HVAD DMC WWLr, 1 RNO, EEAW4 SBRNCE RECEPTACLE, E7C- UNDER-FLOOR SPACE SHAU, AT A MINIMUM, BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR 70 SUBCONTRACTORS OR OTHERS It mw covmw AT FN1E NEAS NRY-N, AND CaREDON QDfEAXIMI 6 EM4 GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. 1S GABE END FRAIM WHIN NIMM ROOF SUSI ML 4. UNLESS OTHERWISE SPECIFIED N THIS PACKAGE: EACH END OF EACH SHEMINALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 12. FIIWLRCE CHIMNEY STACK, MWLADN SUSIEM. FFOU E C N EY FRAIDm. SEGMENT & COLNIN LOCATIONS SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE DEAD. MID/OR ANY 07HMMSE NCO: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS -LIGHT-FRAME 1RUSS-TYPE 201 REO'D OULB BARB AND ANY aTAM ACCEAS a FEATURES THAT ARE IO AX&L. 21. ONLY Not wr INSTALLED N THE FACTORY. NSIRAMON AND RDn AN WMER. INDUCED LOADS REFER TO THE FLOOR PLAN FOR SHEMWALL OVERTURNING LOADS CONSTRUCTION- AS REFERENCE) N FAC RULE 69A-3.012(5). POMG OF NOTICE STGKS) AS 2L HIGH EFFICACY LAMPS REQUIRED BY RIC R404 ARE INSTALLED ON -SITE. BY OTHERS & COLUMN LOADS THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS REQUIRED BY FAC RULE 69A-3.012(6) SHALL BE 97E INSTALLED AND IS THE RE9PONSIBILLTY 23. -BUILDING ADDRESS' AS REQUIRED BY FBC R310.1 ARE INSTALLED ON-STE BY OTHERS 5. THE DESIGN & CDNSMWC71ON OF THIS BULLRING REQUIRES CON71N000S SUPPORT TO OF THE BUILDING DINNER LOCAL APPROVAL IS NOT REWD FOR ITEMS INSTALLED AND INSPECTED AT THE FACTORY. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR UNLESS OTHERWISE N07ED IN THIS APPROVED BUILDING PACKAGE- JOIST HANGERS ARE NOT USED IN THE CONSTRUCTOR OF THE BUILDING AT THE FACTORY. 1HQtEFORF. �[�y�� /► 1�C,�Li'�tMII G.- /Rj(yyp�q /�y� ri Uil ON: A MINIMUM 1 1/- BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM (SDEWALL & ALL MATING LINE AREAS SHALL BE SUPPORTED). INSTALLING A MOD" STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS ONLY MODULAR BUILDINGS/STRUCTURES CAN WEIGH gVEIRIRAL TONS IT 6 DMIEMEO.Y IMPORTANT S THE ENTIRE BUKDNO/SIRUCRIM SHALL FIT 7IGTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A NODULAR STITUCTUREAUILDING, THAT ALL PERSONNEL. ON THE JOB SITE. BE QUALIFIED AND PROPERLY/ADEQUATELY 7RAMM 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 C ER71FIED 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, POLICES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA OEM S`U S, BREAKS AND/OR OTHER IMPEAFEC11ONS ALL WOOD SHIMS SMALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL. STATE AND/OR FEDERAL CODES AND/OR REQUIREMENTS THE BE OF TREATED LUMBER OR OTHER APPROVED MATFRIAL(S). IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL NWRE/REOUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 7. THE SOL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED 70 A MINIMUM 997E DENSITY -PER ASTM D-1557. F007E S 1Y BELOW VIRGIN SOL AND BELOW FROST -LEE B. THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES (305nm) & N ALL CAM THE FOOTINGS SIGALL EXIEND BELOW THE FROST -NNE e. MATERIALS USED N THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES MD/OR REQUIREMENTS QNCLUDNG STATE AND/OR LOCAL). 712" PA01 C 0N: 1. APPROVED TERMITE PROTWTION/TREATMENT SHALL BE PROVIDED. A B INCH MIN. OEARANCE SMALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SLANG &GRADE FOR 78 M M INSPECTION (4 INCHES MNIMUIA FOR GARAGE OR PATIO SLABS). 2. UNLESS 01H4RWISE NOTED. 16 INCHES S NODNM SHALL BE PROVIDED BELOW THE BULBNG OR STRUCTURAL FRAMING (CRAWL SPACE AREA) TO THE SOIL S A 1'-? (12 INCHES) MUM CLEARANCE SHALL BE: PROVIDED BETWEEN ALL TIE STRUCTURES EXTERIOR WALLS AND ALL OOWENSATE DRAINS, ROGF/4VTTER DOWN SPOUTS, SPRINKLER SYS EMCa ALL SPIRY HEADS, ANY OVERFLOW DRAUaa & WATER HEATER TAP DRAIN (@-SITE). 4. TREATINNr SHALL BE APPLIED TO ALL AVAILS BENEATH TIE WILMO/STRUCIURE H)MSLIDD:R PORCHES AND 07IR LIE AREAS). AS WELL AS. ALL EXERIOR AREAS THAT ARE LOCATED WITHIN A MNMUM OF 1'-C (12 NOES) FROM ANY/ALL DMRIOt WALLS OF THE FIXADAnaN SFSTM MD/OR ANY PORTION OF TEE BUIDNG/SIRUCTUE OR AS ALLOWED BY 1NE FROMM S 7RFAIED SOIL BELOW THE STRUCTURE STALL BE COVERED WITH A MIN. 6 MIL POLY VAPOR BANNER, 7REA7MENT SHALL BE DOZE AFTER ALL DWAVA710K BACK FILLING, & OOPACOOK ANY SOL THAT IS DISTURBED AFTER THE TREATMENT 6 INSTALLED SHALL BE RETREATED. S NO WOOD. VEGEEATION• DEAD ROOTS CARDBOARD. PAPER TRASH. ORGANIC MATERIALS, NOR ANY CELLULOSE CONTANIM MATERIAL SHALL BE BURED WITHIN FIFTEEN FEET OF ANY BULDING/STRUMRE NOR THE POSITION OF ANY BUIUNNG/SiRUCNRE THAT MAY BE BUILT OR INSTALLED. REFER TO N07ES 1. 2 & 3 - SITE PREP/FOUNDATION SECTION. 7. UNLESS GIMBRN9E NOTED. A GALV. TERIIIE MELD & P.T. LEDGER SHALL BE INSTALLED ALONG THE FOUNDATION SYSTEM. WHEN P.T./�JODISTSS �ARE g�US/EDD�,LEyDGER IS NOT REQD. i'.�6.1!<. 0111 67�yIR\l� IG PN�/ltFNddAON: WIND-BORNE DEBRIS PROTECTION IS HE INSTALLED NO SUPPLIED WITH THIS BUILDING. GLARING PROTECTION NOT REOD W/ IMPACT RESISTANT WINDOWS. 1. MEAN ROOF ROOM INITIAL 30 FEET MAXIMUM DESIGN WIND 1•RFUURIS FOR COV"NERM AND CLADISM 0171. 2. FLOOR LIVE LOAD) 40 PSF A ROOF LIVE LOAD, 20 PSF ULT. DF9N WIND PRM VIOL DEMON VAND PI6A 4. DEs1. WIND SPEED. 1DD. MPH - VUIt (nttaatE) SIREINn DESIN ALLDII. STRESS DE9O1 TINT. WALL CAC twos vet Vaa L VdMD BIPORIANCE FACTOR. ti - 1A VANDOWS AREA < m SO.q. AREA < 20 tI Risk CORR9DIX ITSNOTS ZONS 4. OL75 PSF -104M PSF WN PS' -o2G5 PSF 9 6. VVRID I7G'OSURE CATEGORY. D zoNE a . tI67s PS'-12R.4e PSF36.07 PSF 77-05 PSF e 7. INTERNAL. PRESSURE COffFN300. GGPI - 0.16 ftdomM ® (9 8 3 & DMON VAM PRFSSUR13 FOR COATONENTS AND GADDING M M. WALL OFC LOADS ULT DOM ICU PRM MON. DOM MD PRIM E1061OR MMG' DOOR RO MPf. 5 AM 20 Sa.FF. 5 AREA j 9 PR . ROOF CAC LOADS SIREN= DEAN NUDE STRESS DESIGN ZONE 4. MG Pi -10U PW BL48 WF _OOLW Pop g vut w.d .O. ZONR f . aa7e Ps* -ee4a PSF su7 PSF -naG PSF E zoM s . Sze PSF -ta4a 1 3s47 Ps -oat PSF ZONE 9. Pv. WALL Fes LOADS P12M FaF -12685 rf ae4e PSI -THIN Pf w d ZONED S . Sze PSF -MM PSF 33.47 PSF -13L75 Pg aa� sIIDNO oLEss Dow zG Seq. s ARN1l 30 SO.FF. s AREA ROOF MMM W= ZONE 4. OL48 PSF r40U PSF " P3 -603a PSF ZONE2. -1l6.� PSF -10623 PSF ZONE a. OZ48 PS' -12DAS PSF 5L48 PSF -72M PSF ZONE 3. -=12 PS' -101M PS' ���jjj S• PW. WALL CACtaUl05 PW. WALL CM LOADS WAU,IMING FRa4QI Doan PDouMEI 50 SOlY. 5 AREA ao aO.q. 5 AREA .y ZONE4. OL70 .Pff -1" PSF aam PSF -a2W Im ZOH64. ee66 P3F -067R PSF e1.RR PSF -Da117 PW ©�'• ZOFa a . 9S7B PSI• -12RM Pg OLD;, PST -n w E9' ZONES. atte3 PSF -1OOM PSF SIM PS' -9S64 PSF STA>F STM F FLOR ID �P auRDINo, 2014 FRC ARaAxlow 2014 FRC NEcgwu 2011 NEC p "'AND 2014 FRC 2014 FRC PLAN SPECS & )DRAWING PACK,GIE LISTING ,,ICY THIS DRAWING PACKAGE COMPLIES )DISCI"ON PAGES! WHH THE FLORIDA MANUFACIURED "'A 13UHMG ACT OF 1979 AND ADHERES COVER SHEET & NOTES 1 TO THE FOLLOWING CRITERM FLOOR PLAN LAYOUT 2 44, COMPLIES w/ 2014N.oRmA W. 000E, FLOOR PLAN OPTIONS NOT USED ELECTRICAL CALC'S & NOTES 4 ELECTRICAL LAYOUT 5 CONSTRUCTION TYPE V-B EXTERIOR ELEVATIONS 6 OCCUPANCY R-3 EXTERIOR ELEVATIONS 7 + 1 WIIAL NUMBER 1 PLUMBING NOTES &DETAILS 8 i OF STORM: POTABLE WATER SYSTEM DETAILS 9 ISO MPH HVAC SYSTEM LAYOUT 10 WEND VELOCITY Wu Nam) SHEARWALL & SET-UP DETAILS 11 FIRE RATING OF EXIEIMOR WALLS 0 SHEARWALL CALCULATIONS 12 ALLOWABLE FOUNDATION LOAD DETAILS 13 FLOOR LOAD 40 PSF TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE TYPICAL CROSS-SECTION (OFF -FRAME) 15 ROOF LOAD 20 PSF EXTERIOR GLAZING PROTECTION 16 SEISMIC LOAD 0 JACOBSEN FAC((WJR HOMES �Lp� yy��yy� -"" "'�+ fF�.RYAJI+a: , HIGH VELOQLY (L 1 O _ . HURRICANE ZONE l V ... JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR, • , FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S TRUSS DETAIL(S) PLAN NO.1 ARFA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: MCP-2586 (M1066;) HESE PLANS COMPLY WRFC RULE 61'G2o.3 REVTN OF TIE PLANS AND SPECIFICATIONS CONTAI ED WHIN THIS DRAWING PAOMOE NDICAIES COMPLIANCE 1111111 RE CS REFERENCED fEe7L FOR PRODUCT APPROVAL OR WITH CONLSMUCnON CALLUS FIGURED PER 2301.2.1.1 - METHOD 2 STATE OF FLORIDA STATUE 153 642 RAISED SEAL (OR ELECTRONICALLY SEALED) SET OF BUILDING KANs ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. THIS MANUFACITIRER'S DATA SHEEF AND THE STATE WM RMGNU4 SMALL BE PERAMNEMLY MOUNTED TO Obi ABOUF THE Bxcn ICAL PANEL (COvW 1 Ewa LLI HWCd G.r INC. 1627 S. MUM AVE. CLEARWMER, FL MM (7Z71 W"151 Michael O O Ily signed,5 I ael G Tomko N Mich ° f Gomko C = US 2016.05.05. 0:26-04'00' io 5-5-16 =) In CONES W =4 RMA ML ®G t3 5-5-16 z._)-tv-vzv7k1v11v THIS STRUCTURE HAS NOT SEEN DESIGNED OR APPROVED FOR PLA DI NT N NIGH VBRCIY � Few No. _r_ SUILDING IS NOT A HUD BUU.DING. HURW ANE ZONES (1IM4 (LE. DADS COUNTY OR BADWARD CIWNN). ed By ITT S. FRANOS THIS sMUcLURE HAS BEEN 01510 ED FOR ERECTION OR ii INS Buamm 6 SUB= 70 REVEW MD APPROVAL OF 11E ME INSPECTOR, @FsnE. FOR INSTALLATION ON A sM BUILT PERM/LINER FOUNDATION AND $ COMPLIANCE WITH a e33 FIRE SAFETY CODE. IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR 06TALIJ:D. ACOSSFN HCMP.. CERTIFIES THAT MOS MANUFACTURED BUILDING HAS BIN DO W= FROM �,4' I s•'d A.pPROXIMATE SQUARE FOOTAGE OF BUILDING: TIE Rimuma N OF THE UNITED srA7Es DEPART. OF H0U54D & uRam DEVEIDP1TNr ?• �""-" 668.33 SGLff. LIVING AREA Modular Bu1T Iding Plans MmWr E: 1tA DESIGN WIND SPEEDS: 180 MPH - Vult (Ultimate) 9� 150 MPH - Vasd (Allow. Stress Design) USE TIE DESIGN OF Vwd - 150 MPIL EXPOSURE C. MW - 35 FEET N 11E KDNSGRUCOON MANUAL FOR THE DESIGN OF VMt - 160 MPH, ETNOSU ED, 1QN - 3D I'Mr. b9POINIM tbACMG9 F I WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. 63802 Y 7 ••AInA\•G�, 8B Fiji11111110% �■ �B I) �i � V 22070 ODUNq GOAD 146 DID A OOWx N 446E P 74 4w4SIS REVISIONS Q. BY DATE ,©74 DRAWN: C. MYMCE CHECKED. M.T. DATE: 4/2e/2015 SCALE:s/1r - t '-O' Urense NO. Siu1R42 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 SHEET: 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 ®� 6 AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES ALL RIGHTS RESERVED. CCOPYRIGHT 2015 W �E D OWS1 16D MPH /WODEta MOD lane KYWOL n011A ALL TINTS 1671tVm evnaolr ('1 :DO A1YmWN W= 5AFE1Y 4 • 1. ALL DffWOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT WAR(S)-1N=DNQ ALL ELT. RECEPTACLES dc UWT FIXTURES. IL I 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWEWNG UNIT SHALL BE LISTED FOR SUCH USE AND STALL BE LABELED 'WR' (WEATHER RWSTor M ■ 7/He SOMID (OSI) - OE SEE KY 3 FEB OM�/NK-013TWL•3KDcWX RW )/ITIL/=W Ir t 3 ttX 11/2 z WntM iL HR z RM r sf at wu - STPA Hm HI 3 ROUR J= MW UL r r-T 4111! y T r yT Ivry r-T yr INC MOD 11366 NO OVERHANGS THIS SIDE •-HaD ROOF INSULATION- • a--.. p. LSE 3o X 117 Mm11LAR FIAT RAFTERS i10 in - u 1(nIYm^�•IMPACT WFNDOLYS -•RAM WALL INSULATION- • I I 1118 SEMON I tm T>PM D IiH • A RfT r"R-22 FLOOR INSULATION- —— —311 oIT �aral/r r>� Jr — k_ ------ � laiaty a TR 5 i -?S 3 BEDROOM R2 ej�qq (� Bie3i 5 Isar 1/e SIDE it aN 1 Itr1i d DINING InL■smN or 0j1 „�,L�, as1, I fi 1 1 �.� � 0'�°: 42 °Ix I! 1 la1 !� 9 e c1 94 `Y is a. I I �11 1 1 1 � R1 k s.6• • � I 3 >S � DFFSEr • • N LI DoN N S f5 N I4 2 i:i 4T O e2 p11p Igg g g eu1LE ALL avwus me xlrx uaT cds 3•{• pwIRA RAIL Au wA.. R d d d a aa-.- ryTDIMNR LTVInIT AN■ xwLL rises � ya. . gig d I Nm ar■°° '� ��`r i 11 :o1 >-"9S a-ag at>t� • ; .•A1 �9-r LMNG ROOM �i� na I 1 Sur= x I JACOBSEN HOMES Ol :a Dlg.a W ^90 W ^v 1 i • BEDROOM 91 �./ I MMCP-P-SB6-MIO66• Ili Idi •� 341 a T Nr iR ant — iT aD _ i1 a• — © (tF17 1 IIIT01 F i� i • --I I I u s ur --� s n 1�r� +ray O pri USE W MODULAR ow. 35 X IDUTAR FRAY RAFTER If-r —{ 2r-r 3r-7 MOD-1066 t TRIM sErnuN *�16 ON -FRAME VEXHI 4r{ n I� I. r l s-r � car >ra• an 1/t r S O O O SOLID FLEL BURNING FIB ATE- WHRO INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 IW- BxB MINIMUM FLOOR SYSTEM REQUIRED - 0 2x10 MINIMUM FLOOR SYSTEM REQUIRED Z • • • ALL 1-BEAM (CHASSIS] LOCATIONS SHALL HAVE PIERS z • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION W • PERIMETER AND MATING LINE PIERS ARE REQUIRED. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED FIT AT AND TIE -DOWN SYSTEMS ARE BY OTHERS (NOT JACOBSEM. • • ALL, SHEAR WALLS SHALL HAVE A PIER INSTALLED AT BOTH THE SIDEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND S M. ENGINEERING PRACTICES. BOTH THE 5113EWALL AND THE MATING LINE AREAS, AS WELL AS AT THE END OF EACH SHEAR SEGMENT. o AS WELL A5 AT THE END OF EACH SHEAR SEGMENT. IIOST AND TENT cunuOEB tart Mores voST AREA IRIM M w E � Fr) (s M P� MM uF■■I,a.•A ■ola .,� .,.,■ ,SILL. R.o• SILL,• �.� ®1mE1 n ne 02e 21A2 4eI 11.42 rAs ®ROW R N 7M I= i70 Ln Im ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL N13T TRANSFER AND/OR INDUCE 1 nAUS ARnMR UTHM cnnrFq nMM THIS 1R1UILOLNjj1FTp IITf Mao_ =Do - now law svmns ® at (a tr OR to Know AR ow (rn.) ® tr M= MM IOCAVW clip.) go A■ 11AN0071 IDCA701 (7m.) :c2=E3r Ot VO WAIL E'MU= (am USIA) �1 COCK.) wadi LgE unia ®®® 11 7/1, W Ot 15 7/r RIDS iA11 �f Re tad a® EIEI NAM (t9uL O CMMO ❑COWMii SYPPONS Mm ■ MM to SIN - 11■ plRarli 11111a■ M ImIR t0r TEA■ w r ImR pap a na 9 SOR Una 30 Fs Oral■ eAT10om 0 011. 1�R sa ■a 7RR a H 0■N■m 0m Y dart Ono Ra M S .�A�N1 '-" aso o 2 2 2d N 1a® ND22 ® 0 0 0 N 0 a 0 0 0 N 0 0 0 0- N 0 ❑2 2 2 214 N 14M7 1702 �0 0 O 0 N 0 0 0 0 0 N 0 0 O 0 N 0 A 1 20 N V= = El0 0 0 0 N 0 13 1 M N Re7 14 0 0 0 N 0 0 0 0 0 N 0 0 o 0 O 0 N 0 e 0 0 0 N 0 0 O 0 N 0 A - 77-53 PSF OSHEARWALL rn DESIGN SPECS: B - 19.24 PSF �� 9 a - 46 42 PSF Ao� SITIAaR.vrLllnr D - 10.62 PSF DLVION t1 EM vAwO 0®1 BEAR VAuOs 1"3 pw 5 Sage FIF oMOlneeiN salon 1740 Lls ovlRnRe■N M M 270909 2 D DSM RFAI MM 90A48 PIF s OF39W MEM MM 014F WARRI NI NS FCC@ mm IJs 01FROA00D FMIX- 0 LB DL9■1 OEMVAONC 01304 MEAN VAWE 3 MM1� 0 MF OwOR■N FMM 45971.09 OV1NORe1D Fa:a 0 Les 00■I IEMi "M o19W SEAR VAOG 4 84113 PIF O 0 PIF 011MANDI D FORM 4NNzs to 0.011URNI N REM 0 t� Rena (DRAW SIDOB - THERNAL SINE.... PANE - IOW E 000L9) 111111011 ■ am L AREA (a FZ) UER � O J MOST per¢ R) Is ■ as lama 7.7011 0 1e ■ a L154 7.709 0 to ■ a SACS 212 t.0e 12 ■ m 144M a41 1.74 to ■ m tem2 3M 1.74 24 ■ 12 1935 7.789 0 24 ■ 40 Sow 41 219 24 ■ x 12e17 0 0 24 ■ m 14438 aee 3416�- 30 ■ 13 43R z331 a 30 ■ 27 I = 39 30 ■ 40 L843 8.44 30 ■ IN 14430 di 30 ■ 64 13383 S.e2 '• x ■ x I L206 1 7.709 • a ■ 10 4372 7.7a; 4 a ■ 40 taw a71 s ■ m t44m tow . x ■ e 4I4 7.789 M ■ 13 aslt ta4w oaoR e,.,•.. ��I 110:11 t� W L AEA (so, st) UONT VBED VENT F�om 3e ■ 82 21da 0 0 38 ■ IN 2LOM 4.7391 a 38 a 82 21579 S7 0 72 ■ m 40 32.0 I&M 108 ■ SD 57.152 4881 SAW 6 ap 010 Owl 96 JAL VIES 14 O�O SISI 1141 w ® �Az ~ c lal ��i •n 114E FLOOR PIAN NOM: L S:m■■ L ZaSIL■SSWLD084)� MTZWm■L A�■rCaD a R® ARWIED ALL WW aTSIIRT If Y ■® IT mo-cm n76 L I �L>.11■°ii� • RlaD01N■AtEI L '"22 2 Al u"D-■sin ■ SOa•WS AIR a of ° � OMR. n DIRa Na OI-■LR 04L W 0®• _ 101 Q►n wu OMNL RAIR ■ i ■°�i■mrwrr� sQ►IL ■s<mT9a■ ■a2Rp a■ i 17L NL REM WIT coma a FWRN■01a Will 1Tr 0EIE9AOna A1mL 1■ROI IIINII AD IFMR10 vxN 1101.1■NAIODt=wzm ■IYO a. u ■a UNION M WRNwam■aDm RN■ ,a SSR=XFWRN Nr NAR■A1S MUIMATDEoM AIR I■-1RN■L m v RRNvNAa OF TQ wAa Naga NOF a N OFF -RINK mlti OOIT yr ■:MR(113(01. ar I=RAIL ■N 2LTMN O►IoOY� S 1o�0amY L SEQ ■aSi ST 6OtFlt�n AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPROVFp�— aN MSIN 5-5-16 y-WREST_.. NO Z LT •.•■gym aN®I Q m1e1s a s ow -ma Mast OMP1ES W/ 2014 FLORDA fE4 CDOE 'tI1111111��, � >z ® 1 z m aa■ Y� 3 22030 00DN IT eaAb " S1 OOSON, IN 41SU 1374 4:04SIS At 0 no t DRAWN: o YVR¢ DATE: 4/28/2018 �' 3/1r• SI t-o' SHEET: 2OF16 MTMO zVowwrL D DWS: 1410DEL: TaO MPH NOD 10ea THISIZ WTALS AM RAND ARE mlrmnAL AND PROPRIETARY MAIDUM M m10 M of DM ONAI PAOUM CO TAN OEr1QNRAt AIO/W MW= WUMI EL ANT WRIN1E® U9L CWVNZ INIC as a MEMUMM Or INS PAMAW. MANY W DR 021110I19 MKIASm 111130316 B MIWLY FRCI = In 'ADDED MM AM VAT II 1LLAWUL t1ESE MAIDDLI ARK FRONDED 10 THE RECPM Fa MELi10 R■ UM3 C LY AND MULL NOT a SC N NIA COPED, a 00■N■1E XnMIXIM AND/OR DIMERI is TO UDELs FOR MT PINItPOr$ WINCH OFRIS9 Term+ At11HORRA71011 FRW +Aems131 HWM MIS DRAWN PACRA::E AND ALL 1113 0W03110 ARE ME DMIS ME PROMN OF &MMSBI HMIs. ALL RI■ M RF4XTFD, CWV WIT s■ COr/DER cCj m1e . AAC064N NEPJ, SI HAMM R01mA ALL IWO RER9111L BUILDING Sa: M&M S4 FL 1. I. MINIMUM MN9FR OF GENERAL LOHNG / GENERAL. USE CRCSRS REOUIRED1 2 NNMJY (S4 FL R 3 VA / 120 VOL73 / 15 AMPERES - MN. NUM. OF GENERAL UGHIM / USE LDO51S REQb) 2 GEKQUL UGHTING AND GENERAL USE RMEPIAMES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT; 2' GENERAL UCIH9D / GENERAL USE: MM M 3 VA - 2504A9 VA TOTAL VOLT-AMPERES - 28069E VA 1 SMALL APPLIANCE AND LAUNDRY LOAD AT LSOD VOLT-AMPERES PER 20 AMPERE CNQRI: SMALL L APPLIANCE LOAD: 3 R 1,500.00 VA - 460E VA 3. LAUNDRY LOM 1 ■ 1.5mO0 VA 15M VA TOTAL VOLT-APEIER - BOW VA 4. NAMEPLATE RA7W OF AL FDW APRUANC'S ON VOLT-AYPEE.Sk CLOTHES DRYER - 58M VA RANGE - 950E VA COOL TOP: .- 0 VA MULL OVER - 0 VA MICROWAVE OVER - 24M VA DISHWASHER. - 136E VA OARSAOE DISPOSAL- - TOED VA 4. WA7ER MEATEIt - 47M VA O71ER: - D VA DIRER - 0 VA DINER: - 0 VA 01H R 0 VA TOTAL VOLT -A MES: - 25MO VA 5. NAMEPLATE RATING OF MOTOR AND LOW-POWER-FACIM LOADS (N AWEiESN RANGE HOOD(* I R 1.1 AMPERES RE.S - LI AMPERES 5. EXI A ST FAN(Sk I ■ O7 AMPERES - 47 AMPERESS C IUKG FAC(S): 4 R 1 AMPERES - 4 AMPERES FURNACE BLOWER (GAS / OLD: 0 : B AMPERE . 0 AMPERES 6, TOTAL AMPERES: - U AMPERES WLTWLY M 120M VOLTS TOTAL VMT-AIFEER - 696 VA 7' 8. S. TDTu MEATNG AND AIR-CONDITIONING LOAN Otg THE LARGEST OF BE FOLOIMG EDG SELECDO S - W 7111111 (F) - N VOLT-AMPEES'); 9. A 1DOX OF THE NAMEPLATE RA7NG(S) OF THE AR-CONDIUONNG AND / OR DODUNG WT-AMPERES): I : 14400 s IOU - 1440D VA LARGEST B. IOOX OF THE NAMEPLATE RA7RNG(S) OF THE IEATNG WHEN A HEAT PUMP 10. B us(D WE711O17 ANY SUPREM@ITAL EkCIRIC HPA7N0 (VOLT -AY ::! 1 M 12000 H: 100% - 1200E VA C. IOC[ OF THE NAMEPLATE RATING(S) OF ELECTRICAL TlE7DL1L STORAGE AND 11. 07HER HEATING SYSTEMS WHERE THE USLIAL LOAD 14 EXPECTED TO TE CONTINUOUS AT THE FULL NAMEPLATE VALE SYSTE S CIUAEYND IRDEt 12 THIS MOON SHALL LOT TE CALOAA70 :DER ANY 07MEA SECTION N 22DJM2(L) (var-AYPHDEaT 0 : 0 : t001T - 0 VA D. 1006 OF THE NAMEPLATE RATING(S) 13. OF THE HEAT PUMP COMIMSSOt AND 05X OF THE SUPPLEMENTAL ELECT= 14. HEATING SYSTEMS IF THE (EAT PUP HEAT POP COMPRESSOR IS PREVENTED FROM 0 E 0 Df00% - 0 VA OPERATIO AT TIE SAME THE AS THE SIMEMEITAL MEAT. IT DOS NOT NEED SlPPlE1IENAL ELECTIW. H EA7310 SYSTIII 15. 70 BE ADDED TD THE SUPPLEMENTARY 0 R 0 ■ IOOR - 0 VA HEAT FOR THE 70TAL CBMAL SPATE 16. HEATNOHEATNO LOAD (VOLT-AVPEAE* TOIL LOAD (a* - O VA�TOM LOAD (�- 0 VA E 85X OF THE NAMEPLATE RATINGS) 17. OF ELECTRIC SPACE HEATING E LESS THAN FOUR SEPARATELY CONTROLLED UNITS (VOLT-AMPSM* 0 M O E 63W - 0 VA 1 . F. 40S OF THE NAMEPLATE RATINGS) OF E EC7PoC SPACE HEA' NG IF FIRM19 . OR MORE SEPARATELY CONTROLLED UNITS (VOLT-AMPERE!* 0 M 0 E 401E - 0 VA 20. USE THIS VOLT-AMPERE RA1NG FOR THE TOTAL - IF TIE HEATING AND AR-CpDI11ODIG LOM - 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED M 2 IRU 5 ABOVE): TOTAL C EMAIL. LIGHTING / USE CORRAL (2k - 7D04M VA TOTAL SMALL APPLIANCE AND LAUDRY LOAD (3) - S000 VA 21. 707AL NAMEPLATE RATMG OF ALL FDGEO APPUANC S(4k - 25MG VA 70TAL NAMEPLATE RAT= OF MOTOR & L- -F LOADS (ft - 696 VA 22 TOTAL VO.T-AMPERE (MUDDIED TOTALS 2-5 ABOVI* - 34MRS9 VA 8. TOTAL COMBINED LOAD (FROM 7 ABOV* - 3431089 VA FIST 10OA AT 190E - IOM VA SUBTRACT THE FIRST ICKVA FROM TOTAL C09ED LOAD: - 24MR0 VA 23. L FIRST 1IKVA AT 1002 - 10000 VA (FERRY O ABOVE) MM99 VA - REMAINDER AT 40E - 9N24,4 VA SUSIDTA. OF BOTH LOAD COIBNATDI@ - 19724.4 VA 10. TOTAL COMBINED LOAD (FROM B ABOVE): - I0724.4 VA TOTAL HEANG AND AC LOADS (9) - LARGEST OF (A) TIM ft - 144M VA SUB AL - 341242N VA 91B1oRLL dVDED BY - VOL7R / 24000 VOLTS AOO UM CALCULATED AMPERES REGALED: - 142.16 AMPERES 1 EECIRIC Ss7tWCE PANEL A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). �l ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: CODE (NEC) ADOPTED BY THE STATE OF FLORIDA. AT THE TiME OF CONSTRUCTION (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES �� �.• OF THE BUILDING / STRUCTURE (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. TO INSTALLED AS FOLLOWS: INSTALLED ON THE WALL ABOVE THE DOOR OR ON LING, THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT PROVIDED THERE IS A MINIMUMCLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING POINT OF A STORAGE SPACE. LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR O G AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE �I HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON E C A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE WMINAIRE (FIXTURE) AND THE NEARER HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE PROVIDED THERE IS EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED 'OF'' POSITION POINT OF A STORAGE SPACE. THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE PROVIDED THERE IS, A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE POINT OF A STORAGE SPACE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED WIANAIRES (FIXTURES), CHAIN -CABLE -,OR CORD-SUSPENDED-WMWNRES (FIXTURES), BY OTHERS. .: UGHMNG TRACK, PENDANTS. OR CEIUNG-SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AND B FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN 26. FAN /LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. ACCORDANCE WITH THAT LISTING. 27• THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S), SHALL BE CONNECTED ON -SITE TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 2& ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE. OR AN ATTACHED GARAGE SHALL HAVE AN WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, 29• REFER TO ADDITIONAL NOTES ON SHEET 4 OF 19. SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE(NEC). BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). ALL 120-VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS M ALL BEDROOMS UVWr ROOMS, DENS, FAMILY ROOMS, CLOSETS, HALLS, DOTING ROOMS, & SIMILAR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INIERRUP7ER, COMBINATION TYPE INSTALLER) TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A 'HUSH' BUTTON. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL 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 WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWD-FAMILY DWELLING THAT IS AT GRADE LEVEL. AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELUNC, FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. IN DWELLING UNITS. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 ,AMPERE BACI$MC SERVICE PANK CALCULATIONS PER NATIONAL R E 7DICAI IYWTF 220-62 OPTiCHAL CALCULATION - DWELLING UNIT NOTE: PER THE 2014 FLORIDA ENERGY CONSERVATION CODE: A MINIMUM OF 75% OF LAMPS IN PERMENANTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF PERMEMNANTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. 200 AMP MOM PANEL 1W/M VOLTSNIPE PHASE so "am x NVAC 3 ® AD IMP= 011-6K 51 A YW RO) MIT 0231M 1101 ML HTNWACO-M NLOM J� � _ J.�YL fAD 11D MRJOMID NL 100 a 11i LIQT /1. AMII �V(( �.YN OIQ TW4 WIIL�I��f�A1014 70. A17 � 6 WTUE MIF` 1 OR 2 ADDITCOPPER IO IA � UND ' CONDUIT DROPS ( WORT) INSTAIID 1 MAY BEOi0E7RED GROUND WERE IS ON -SITE, BY OTH R& AND INSTALIFD REFER TO NOTES 1. 15. & 16 ON SHEET. FOR FUTURE USE 2 NOI DIAMETER RIGID META. OR RIGID NON-METALLIC COIDUTT 2/0 (ARE) - COPPER - PER NEC 311LIOXG) 200 ,AMID M3M.tiClftMM WSM I IDMAGUM TIE MOMM PAI4 MAN MBAMA M HAY E mKIMAND FIM TIMT WDWH MH6 IF TIE DEARII E ■ NOl<J>ELL THE �E MOS�WEMOD Alp ENMNRE MINI BWL E m iK IMT 8I V MID .400 W THE 0NF1O EEL' 11MT B N DTLEf AT TIE TALE LIB 6 OL-SIE d ODFE AHD B W B= TD BEFECI l AND AWTDYLL MY TIE LOCAL AUTHM Y HOW JM�.TBL a AREA RESERVED FOR L1117B0G AGENCY APPROVAL STAMPS: PpPROVfO "•-- ° me Go 5-5-16 ° No O YOiYEB MOFMO R C`IRTER N' P5 EN rWADm WNx COMPLIES W/ 2014 FLORIDA REEL OODF I I! Sf030 00IIMY AOAD 1A, AERIE A oosbW4IN Aa°v W416m 5 REVISIONS Q^^ BY DARE PRAWNS 4 YWRWF CHECK®: M.T. DATE: 4/n/2OB SCALES 3/16' - 1'- W SHEET- 4 OF 16 WEC: Ewe" D DW9: IBC MPH MOM MOD low TdI= DUALS AND PLANS AIM CO FU NDAL AND PNOIRTAWY MATERIALS THE LORWMM OF RE DRAM® PA00E OKMN ODiDF1111AL AD/DR PESE ZO MMMTOHL ANY IMMINGIMM U$ CGPIM DMDMW 01 WDEL DOH O' THIS PAOGARE OR MINT Q THE LO IDIIS CWTAIM D WEM7L S STWLY FRDHefm m � H AND WY 1E IAWAMTO. I ESE MAIDW6 AIM • POWDER TO THE RECF 7R FOR QWM PIM80= SLY AND SHALL NOT E S`AM= OTPED. OR ODU7RMSE REPRODIM AHD/00 usIRDOTED TD OIH IOM FOR MY PU8M WILDLY DWRESi WECTIDH AUIHOIWAOOL PLOY JACOME]I HDYES THIS DRAIMD PAMM AND ALL INS COLMMM APE THE EMOMIEK PROPFAIT' OF =CB MH DOLES we .4 CWVM*ff 10 ADO . "OM M HHMM WM MARM% HDLMV MILL OTITIS AESONM ELECTRICAL SYMBOLS LEGEND ELECIatICAL ©RCUR SCHEDULE > c xr° t ®ao raum oFaa n A aw11M m= GOMM fa.INaG .DI1 .WMa AH4 7aOYT ®„ tWmaIL:< a. F. mf, oWaAIL� ®S, oIOOAILa1 s lO� rd— mOIlAL mMrADm-MOlZD N18'ILi%1cOl d • dP B 8a mmi ®ro0 faKW2M �m0 IDKN1i W>1Eo0 WOMOM nD AD uomur Au rm a TIe MNDT An Wer a ar R TrPAt 7t1AL TOM � m 1 WALL ANIIAIm 0 12-1 n WmHWa-mw NOT Im w w comw 1w w NA O 1MA7 1W Wo my TI4 a-Sm W m1m- OY1Wv YNO WITH PAIL YAW NIAIMN OI►AmB tatu Afm ACO m ONrt• OM LOIf[ mm MR IDDO IR. a WALL AP M ES % 11-1 a 0m - CNGrt MIT � M w a mMm - cwmrm =O w NA �� r• fj �12 7A%. wf YYaO 0 IDO YYm i S ® ��� O i a a<MmrANL O 0-2 a m �(fa0 MMa-s sa D WVAm-DortTWITN1m NA NA /V� ATm H1 mm wow—W�iAP— AIL O[mpAtyO�dO WWLAPRVM-IMF►NET M_f V" M wM iaiQ-WOZ•W 00-% 41 % mm Al Son �a@a9I N-15 1W p1 OLIO OWO WSW®19 WWD'A® IapMILL WR41m WMISE ANaALL WIT Ral� "AM sm NAT�IQ r7 I 9013AL WWI= - Am FART W - u 14�1 f D¢OID wTO NAM •0 w a . s PERM - OWN NOT IWOI w w rn N ens EMU: 6 NORA>a T�EYn�W6 WI®OILS OW�1N1 OtI WW1WOc WALOL'SIWISNR % pWym-DOaSMDIED m w OMt� RowL><•10 ®a4AmW m wmms"" I OLetY WarK - AW: PANT Y - u 14d f a2CM RAHO: O N _ C W11AR t%O O� T/OY7WmtOImI11ALAT OMW7 7 aoDML PUN -Am SAM A7-u %4 a MILMNAfq A 1N D Fm1Mm-MaoT7 MH1m w w a1N „ .W. MISIJE - VAnMANt M Am:ml v IM ,Q1W TML IN1 f DS-fE. N o01T9 AMID alnale GNU dNiWm�ir W� v a1n We As - o Est a aooAL n� - wn rwa7 Ar - n wa f an wsAs v.oaAL a w a s Ws11m - araar M um w w 200 AMP w(� Ts HWeL AUaartm wvo---•�•,••• 1 w w a "ma IIaaR-AmrAW w-O wd f Lamm fl wAL0 SO n1 % WmwD-wort rmI� w w MR M 70NNm W a�War WULS1YWso W � v m 1� O o+aM , ®®UW YM f Emmm - Dort M un w w s waoir Cmu m WOO SO ua s wo m - Dort Nm uo �y w E(FC6tICJ(1. RISER DIAGRAM 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS * ; TOTAL NUMBER OF CIRCUITS USED WEATHER RESISTANT COVER(S) - INCLUDING ALL EXT. RECEPTACLES do LIGHT FIXTURES. ALL TV. PHONE. AND FAN PREPS ARE OPTIONAL = • 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE TOTAL NUMBER OF STD. BREAKER SLOTS USED = • LISTED FOR SUCH USE AND SHALL BE LABELED -WR' (WEATHER RESISTANT). 23 OW MCLU NO DUAL OR RMMBUX BR AI(M ) TMS MCUT 5 M B: LOCATED BY A I1SIMM HVACMECiBiCM. CONTRACTOR (N BE DONE ON-SDE BY 0110S). mull loss >m LPH - m (dumb) BRPOBIE D WN•IORII — — — — — — .I N ' I \ DINING O I O J. I IN u' TIM W. 3lon— , NON ° ° d, ® s I �p • "1 I LINN6 ROOM I — — — — — — — \ I JACOBSEN HOMES MMCP-2506-M10fi6• BEDROOM Ul I REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WIN A LISTED WEARIER PROOF AND/OR L+ — — — — — — — - — — — — — ®� �, NrtoA © G ��l WEATHER RESISTANT COVER(S) - INCLUDING ALL OCT. RECEPTACLES a LIGHT FTKn M — — ,,. Z ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNiT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED 'WIT' (WEATHER RESISTANT} MOO -loss HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE RECEPTACLE SHALL BE INSTALLED WTHN 2W OF THE "VAC EOUPYENT On TN1S REQUIRED RECEPTACLE SHALL BE INSTALLED ON -SITE; BY OTHERS (BY A CO TF1ED IOdD ELECTRICAL CONTRACTOR} 2. HVAD SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT 70 THE EQUIPMENT 1HAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED 'OFT• POSITION THAT S PART OF THE HVAO EQRPIOIT AND DLSOONNECIS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DLSCONMITNG MEANS` WHERE �U)m WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WRIT IN AN INDIVIDUAL DWELLING UNIT THE OTHER W9CONNECINO MEANS ARE ALSO PROVIDED BY A READILY ACCEK13E CIRCUIT SMOKE ALARMS SHALL E INSTALLED N THE FOLI.OWING LOCATON(S} j ALARM DEVICES SHALL BE INTERCONNECTED M SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS N THE VIED IN S UNIT. REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON-STE BY O1FOM ELECTRICAL sHAu vETaFr DID ELECTRICAL s DER LOAD c(BY 1. N EACH SLEEPING ROOIL /�/�J ALL SMOKE ALARMS SHALL BE LISTED AM INSTALLED N ACCORDANCE WITH ME PROVISIONS OF 71M FBC AMID THE 1. rm A DIE-FNLY DILLDm Am cum TNT Q A TW-FIYLY DE3U1D THAT B AT GLDE AFTBREAKEi. 7H A D AR -CND BEEN INSTALLED OTH )L 4. 71E HVACUNIT & RECM UM IS SLIP EG A INSTALLED ON-41E, BY O1N mTHE SG W Z OUTSIDE EACH SEPARATE SLEEPING AREA N THE IMMEDIATE VICINITY OF THE BEDROOMS LOGO HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. LEVEL. AT IFJUiT WE iRCPMCE OUTLET AXFSSgE AT GRADE LEVEL AND NOT (LORE THAN AND INSTALLATION OF THE MAIN BIEAII<Eiit FOR 71E HVAC SYSTEM, AS WELL AS ANY REQUIRED S ON EACH ADDITIONAL STORY OF THE DYEIL.NM INCLUDING BASEMENTS BUT NOT INCWDNG CRAWL SPACES AND THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WRING WHEN SUCH WRING B 1/t FEET ABOVE GRADE 91u1 BE PwALLiD 014E FRONT AND THE Lux OF I E MOLSM OERCENCV/QU X DISCONNECT. SHALL BE COMPLETED BY A QUALIFIED, FLORIDA LICEE®, UNINHABITABLE ATTICS N DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT DDERVOIJG DOOR IS SERVED FROM A COMMERCIAL SOURCE AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM F THIS UHT 6 70 BE INSTALLED N AN ELEVATED CODMOK ANY REQUIRED EXTERIOR ELECIWCAL CONTRACTOR AND IS SUBJECT 70 INSPECTION AND APPROVAL BY THE LOCAL JI)RISDeR03 BETWEEN THE ADJACENT UYEL..a A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SIIFFME FOR THE A BATTERY. WRING SHALL BE PERMANENT MID MOW A I) SCONINECTNG SWITCH OTHER THAN Mom REQUIRED WLE79 (AT GRADE LEVEL) GIALL BE INSTALLED ON -CIE; BY WHOM HAVID AUIIIOOITI: OILS ELECIIOCAL CONTRACTOR SHALL ALSO VDWY PROM PANEL AND WATER ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVELEVELSM1G FOR OVER CURRENT PROTEC110N. AND L6M11A71O1 Or THE BTIRE 91N4 6DBEFORE ANY POET 6 SUPPLIED 70 7MAIN ELECIRIAL PANEL OR ANY POIRGI OF THE BULM L 1. A LICENSED ELECTRICAL CMUC70R (Ik:QSED / CERTIFIED N THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS ALL OF THE ON-STE CO NwnONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL Z DmL10 -AMR a0-=% %OIL PNAL 13- AW - M!!lE NUM 0ID112 SIMWID OURLTs N AL W DIDIMIS UWG NOWL O)4 FATLY NOMMI Ga= HALE, MM ROOLA a SINM ARMS VIRAL N PROHC® BY AM ARC -MALT OMW IMIDIIlM, m TOH TM MMUM TO PNMOL PWDOCND OF IM INANC H MIN W S ALL MOM ALARMS SHALL E !INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE MAN WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL 01H R SMOKE ALARMS ALL SMOKE ALARMS SHALL E EQUIPPED WITH A BATTERY BACK-UP FEATURE N CASE OF PRIMARY POWER FAILURE AND / OR N7k7BBTR40L ALL 51101E ALARMS ARE EMPFED WIN A 9NSP BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED ON ACCORDANCE WIN THEIR MUDS). S ANY ADD1710N OF A FOSSIL -FUEL -BURNING NEATER OR APPTUNCE, OR. AN ATTACHED GARAGE EQ11RF5 THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SEEPING PURPOSES (BY OT ERS)L IMMICA <M NCYNS: 0. LIGHTING OUTLETS REQUITED: AT LEAST ONE WALL SWTCH-CONTROLLED LIGHTING OUTLEH SHALL BE INSTALLED N EVERY HABITABLE R0014 AND BATHROOM. 7. ALL RECEPTACLE OUTLETS LOCATED ETIN SOIL FELT E A SINK OR BASIN SHALL BE EQUPPED WITH OM PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOP".., LOCAIED N THE K11CHEN SHALL E EWPPED WITH Liu PR07MCN FOR PERSOWF3. 0. ALL RECEPTACLE OUTLETS INSTALLED ON THE EKTERIOR OF THE MEMO MULL E EQUIPPED WIN A WEATHER PROOF (CUP) ENCLOSURE (COVERL THEN OWN OF WHICH 6 NOT EFFECOD WHEN AN ATTACHMENT PLUG S INSERTED OR RB40VED FROM THE RECEPTACLE OUTLET. B. WO PR07ECMM MAY E PROVIDED BY EITHER A BREAKER OR A GFC RECEPTACLE. 10. N ALL BUIIDNM AT LEAST ONE RECEPTACLE OUTLET SHALL E INSTALLED IN BATHROOMS WITHIN 38 INCHES (3 FE M OF THE OU15DE EDGE OF EACH BAWL In RECEPTACLE WI ET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASH COUNTERTOP. 11. DISHWASHER AND GARBAGE DISPOSAL MAY E INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. 12 FAN / LIGHT COMBINATIONS SHALL E INSTALLED WAFT SEPARATE SWITCHES 11 CEILING FANS SNALL BE NSTALLED SO THAT TIE BOTTOM OF THE BLADES TO THE FNISHEI) FLOOR LEVEL VAL BE ED NOES MNNUL CEILING FANS HAVE BEEN INCLUDED N THE E1.EC. I= CIALS N EVERY ROOM. THEREFORE THEY CAN E INSTALLED WITHOUT ANY PLAN REAPPROVAL 14. ..NTIOWS RECI PTAOES, AND / OR OTHER FNi1RFS MAY E RELOCATED FROM 11E AREA :MORN ON THESE APPROVED RARE / DETAILS DUE TO CONSTRUCTION RESiRAKM ALL LOCATIONS SHALL COMPLY WITH APPLICABLE 51=00 OF THE 11 FOR 'OR-FRAE MODULAR F AIM THE MAN DECMCAL PANEL SHALL ALSO E BODED TO THE CHASMS OF THE SEC71ON O WHICH IT IS INSTALLED. A BONDING 'JUMPER' SILL ALSO E . INSTALLED BETWEEN ALL CHASMS SECTIONS FOR THE EJIIRE UNIT CA UNITS CO M=. ALL REQUIRED BOMCM/CROWD CONNECTIONS SHALL E MADE BY A CRIEIED QJCEMSED) EECiPoCAL CONTRACTOR (CH-STE, BY 01HOR3) AND ARE SLEECT TO INSPECTION BY THE LOCAL JURIMICTIM 16. THE MAN OFL'TZICAL SERVICE PAIR B IN D) UTILIZING AN ISOLATED KELI RAL/SRdHO (4 WIRE SYSIE)Q FROM THE FACTORY. T B TE REWnINSELIY OF 4E LICENSED DEORBCL COTRACMR 70 PROVIDE THE BONDING IETVIEEN THE NEUTRAL AND GROUND F REOU MM 17. SOME ITEMS SHOWN MAY E OP71ONAL OR REQUIRE DWAL A71ON ON -SITE. AREA RESERVED FOR LIS'MIG AGENCY AIPIPROVAL STAMPS: PpPROVF� �� o N for% mmou • � a O ti 5-5-16 No A N f 1a a�U ~ Wris co 1 • WCarulil•mf M,Ma0�0 �%F� Pyy06 N•neao MAAAw x o♦•,� :M�DT MD•AO ML% Aw uaL rS e.mW i�,i �• a� w.r •aA w.Rr•w rrw r CARTERW' fEiWeMwH:•*"f{H°iM— COPIES y 2O4 FLO DA RES. CODE E 63802 AT • r� 3 22020 COUNM ROAD 12,a, SUM OODON, DM •ESL UrtO am.aal5 REVISIONS Q BiT DATE L DRAWN: C. MYRICE QiECKID: M.T. DATES 4/20/2016 SCALES 3/iB• � t'-0' SHEE7i 5Of16 WE6 Bpm" D DWS: MODEL: 180 MPH MOD 1066 TIC DETAILS AD PLANS ALE CM#MMDAL AID POWMY MA70 U.M 4E C MTDMOI OF T S OwWNO PACIOX C== COWED AL ANDA R PMIVIMM NaMYATM ANY 1WHINO® U3, COPVIA DISM,,.R m OBDmUI= OF IM PAMOI, m ANY OF IM COINTENis MO TARED WIN OX 0 SRd.TLY PIOeTED BY JAfOSSEN HGO AND MAY at HNAWW MM MATIOEMS AIM t#DMWFD TO TE REOPMT FAN MEOW RUIFOSFR OILY AID SHALL NOT E SCAHB.D, COMM OR OT ERIM REPRODUCED AND/OR ME NIBURD 70 OTHERS FOR ANY FUFDSE WITHOUT EXPRESS WRITTEN ARNWWRAIIOH FROM JACCBSIS YDI ML THIS DRA®UG PAOLOE AND ALL ns CONTENTS AUNT TIE EXOUSW P OFWT OF "DEISM HONE. ALL MONTS WE 0114M COPYNGTT sf COP:NMI (0 ffiu . MONSIN HOL1L SMUG HANOR RAND& ALL RO1TS I®NMS OODI APPROVED. UMED IRISES MAY BE 9IZEIDDIDD F MAMM ROOF AIDE M NOT OIQIDFD. ML CMgS WRARED M M URS PACLME NE L%SM ON YIE MAR u i Mi-r 00= ROOF AM" WEINFO AR M 12 000 SOON ®A®lJL Will® ELEVATION NOTES ,. •, ` ' • t SEE CROSS-SMU FOR ROOF VE WTMN i 36' DR VMAL FOIADAIM 16• X 8. 7MCAL VE)NF A FOUNDATION DESIGN/CONSIRUCIION ON -SIZE, BY 01M FOUNDATM VENIRAW AND 5 MUM TD LOCAL CODES AND NSPECIM LOM PER EAfREERED DESIGN M WAIL MWATON SNDRN - 010 FOUNDATION TYPES MAY BE MR D. Low NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE OESIGN5 AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, ANDMR OTHER OEEORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. FOUNDATION VENIIARON AND IS IBM T6 LOCAL CODES AND NSPECROM PER DM EERED DESIGN SIF]I WALL FOIRDAU S M - OINER MWATRIN TYPES MAY BE MM 'J'Acoss"4 1. !FOUNDATION 6 MbTALLED ON-41E, BY OTIi1S 6 ROOF YDIRATION MAY BE ACOMPIIDED THROUGH AND IS SUMVT TO ALL STATE AM LOCAL CODES ME USE OF EITHER VENRA7ED EAVES OR ROOF I& SOME ITEMS SIMMN MAY BE OPTIONAL 14. SOLE ITEMS SHOIIN MAY REQUI E SITE NSTAllAMM HOMES 2 AND NSPECROHS SOME NE1LS SHOW MAY � ON-91E, BY ODERS SITE UELS MAY VARY, M07 COVERED BY THESE VFNA� ELYEITHER OF fli3E MENODS MAY ff USED SEPARATELY OR N C016NA710N. RL ROOF OVERHANG (NAVE) SUBS MAY VARY. TYPICAL ITEMS EV ]ELEVATIONS RE BE WL ARC E 071MRS 1S. SOMETHESE 16 THESE E3EVATi0N6 ARE TYPICAL MtlD1E1CRIRAL DESIGNS AND MAY VARYFlROI 71E ACTUAL ELEVATION APPROVED PLANTS FRONT AM REAR EAVES AIM: 13 1/2" AND SDE EAVES OF THE FINAL SIRUCIURL ACES SUCH AS SONG TYPE S MEN NSTAU.FD, TIE GARAGE FLOOR AND REO'D VARY FRM1 10, M R' MIONAL SAS SI®iME TYPE, SHUTTERS, DECORATME ITEMS, ETC. MAY 4, FOUNDATION ARE ON -SIZE. BY 911ERS ANY STEPS AND RA.S ARE ON-SIIE, BY OTHERS. 10. BAN EMAUST FANS SHALL E VEINED 70 THE EIIIFRDR OF THE BUI DRD AND SHALL NOT EXHAUST VARY FRMI THESE ELEVATIONS SHOWL 17. MEPS AND RATS ARE ON-SIIE, BY OTTERS S L IANDSCAPNG 7YPICM, O -SINE, eY OTHERS AC AND HEATING UNITS ARE INSTALLED O -STM KID THE ROOF CAVITY OR OTHER CONCIE ED SPACE. IT. THIS BUDDING MAY E MAD MI NOUT ANY IL ENG EO NG FOR SITE ITEMS, BY OTIERS 10. ALL RE16 RELATING TO ACCESSARY ON THE SITE ARE GOO IPACKAM CouffU BY OTHERS AM MAY E RELDCATED FROM SHCABL RE -APPROVAL OF THESE PLANS (MAY BE 'PUPPED" DESIGNED AND INSTALLED BY OTTERS DDT =BSE N) AND ARE SUSW TO SPEMION AM APPROVAL BY THE LOCAL R S/iFEI1l �1AR$OR, FL 34695 7. ELEVATION IS TYPICAL ONLY. ON -SITE POR11O S OF EXTERIOR MAY BE WAN® BY THE BUKM SOLE TO SIDE AND/OR END TO ENON 12 IMU DATON VFHIS ARE TYPICAL ONLY. ALL ,I MSDICOON HAVING AUTHORITY. CONTRACTOR, SIRLECT M I= APPROVAL FM MA71CN VDMTION S ON-= BY OTHERS. ffi MAY E MIRRORED YMBiOUT RE -APPROVAL OF PWa 727 726-1138 WIEN FOUNDATION PLANS ARE DESIGNED BY DTERS, JAMBS N HOMES AM ITS; 'THI D PARTY APPROVAL AGFNC M AUM 11111 THE ARCHITECT AND/OR ENGINEER OF ME BUILDING PUM OWL NOT BE HELD RESPONSIBLE OR ,uw r FOR THE FOUNDATION DESIGN AND/OR CasSEq 1ENOAL PIDMMAN CE OF IE apffaIW1CNNES SMUCIURAL C0IPOENM AND SYSTEMS RELATING MHFIEIO. J"G N ¢ A ® AREA RESERVED FOR US71NG AGENCY APPROVAL STAMPS: P!FROVFO • �_ 5-5-16m. NO A Rn mwom aaY AII� F �� � minim ,u•,m, �� JIOi-N11 Ma1M1 im1�0 , . .wYQ Dm...Lt.11f71. O w••em o�ww w P RAn�wn iNnmara nss A�l.Yx R CARTER IP y Far So iM" is i oiip1P COMM M/ 7014 FTORDA RM COM ® z 1201E COUNNY RMD U, SMN A Gos mR, M 4ASa 074163a DRAWN: C. MYRICE CHEUM: M.T. DATE: 4/0/2015 SCALE: 3/15' - 1'-0' Sf1ET: b 16 TNECs ENFoM•• D DUNS: ISO UP" MODELS MOD 1055 TIESE DETALS AND FOAMS ARE COEQIRML ANO N ICIPME RY MA1F11WR DE CONMNIS CF TIM MAWS PAO:AO: LORAN COEQROAL ANDVOI PWAEM RFMMMOL ANY WAUDIO® UM CCFIM% D6QO OR D IIdOOR WINS PAOOT. MR MR D• THE CMIf xo COIRAMO MEX S MMY FRMWM BY JA0ZM4 NOES AND MAYBE IMAMFlR. MM MAIENJUS ARE PROYDm TO THE RODENT FOR QEECITW Ptl 0 MAY AID SMALL NOT BE SCANNM COPIED, OR OTH E RSIM HMPODIIOD AND/OR D611101MD TO OTHMLS FOR ANY PURPOSE lMKW Ell= 11WEII AURIDRO IM FlRMI JACOOM HOTNESS TM DRAMND PAOCAM AND ALL IRS CONIEM ARE TIE =ILO s PROPERTY OF 04EBE 7H HWAM ALL ROILS FE20rfiL CRM50RY 1016 CePVROR (I me . JAY M No= SAFflY HAIMM FIO®A ALL ROILS D'11RVEVEL 12. 3.28 • . ,' .. '. f ELEVATION NOTES: I E CROSS- I@I FOR ROOF W MTDN 38' 7YP. TYPICAL FWNDATDN TES' X B' TYPICAL VEND FTIADATRN DEB/COi61RIICDON ON-SiE. BY WM FUMINN VEM U11ON AND B SUB.ECT iO.LOCAL CODES AND IPEC M PFR FMONfFRFD DEB SIFT( MALL FWiWATDN S OTM - OTHER FWTDATDN TYPES MAY BE UN D. LOW NOTE: THESE ELEVATIONS ARE TYPICAARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS L W OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, ANTVOR OTHER DECORATIVE OPTIONS, ETC... MAY VARY FROM THESE ELEVATIONS. .. • .... ...., • --------- H . -- _. ----,-, -, - ----- FWNDAiION VENilAlION AND 6 S11B�ECT 10 LOCAL CODES AID O6PECIIONS PER OCHM DEB STEM UL FOIRDATICN SHOTM - OIIER FWIDATDN TYPES MAY BE Ui M. Jcoss ELE A"ON NOTES: 1. F WXDONN IS NSTALLED ON -STYE. BY OTHERS L ROOF VENTILATION MAY ff ACCOlPU9FD 7 ROOGH 13 SONE IfW SHOUT MAY BE OPRONAL AND S SllLWr TO ALL STATE AND ICPU CORES THE USE OF ETHER ViNILAIED FAMES OR ROOF 14. SOE nES SIM MAY REM SIZE DISTALLATM HoMjS TL AID INSPECTI SORE ITEMS WAN N MAY BE OFSHE; BY OIMM SITE RE76 MAY VARY. NOT COVERED BY TEE'SE VENTS EVER OF THESE WTHODS MAY E USED SEPARATELY Oft N COU MU710L L ROOF O'YERNAIR (EAVE) SAS MAY VARY. TYPICAL 15. SOE Has SH(M KAY E ON-M BY OTHERS 1B THESE E EVA710M ARE TYPICAL ARGDEONRIIL DESIGNS AID MAY VARY FROM THE AMAL ElEVA71ON APPROVED PLANT FRONT AND REAR EAVES ARE 13 11r AND WE EAVES OF THE FNAL SIRUCM& KEYS SUCH AS SONG 7YPE. S REfN IWAWA THE GARAGE MOOR AND Wn VARY FR'OY 10' TO B' NOMUL SZM SFSNLE Ta% smunERS, DECORATIVE REPS. Em- MAY F7 WATM ARE OFSTE BY OTHERS 10. BATH DNALW FANS SHALL BE VENTED 70 TIE VARY FROM 71ESE EL VAIOS SHOOK. 4. ANY STEPS AND RAILS ARE ON-STE. BY OTTERS EXTERIOR 0' TIE MUM AND SHALL NOT E7 HMW 17. STEPS AND RAU ARE ON -Sill, BY OTTERS 1. LANDSCAPIO TYPICAL. ON -SITE. BY OTHERS. MODE ROOF CAVITY OR OTHER CONCENID SPACL 1ST ENQE79DO FOR SRE ITEMS BY OTTERS B AC AD HEATING tRDS ARE NSTALLED ON -SUE, 11. IN BIRDING MAY BE MIRRORED UTHOTT ANY IL ALL KEYS REATWO TO ACCESSWTY ON THE SITE ARE 600 PAO(M MUM BY 01MM AND MAY BE REILDWED FROM SHOIRL RE -APPROVAL OF 7H1S£ PLANS (MAY BE UPPED' DESIGNED AND NSTALLED BY OTHERS (HOT JICOBSEN) AND 7. DEVA7DN S `TYPICAL ONLY. ON-SRE PORTIONS WE M SDE AND/OR END TO DIDJ ARE SUBEDT TO 1SPECRC N AND APPROVAL BY THE LOCAL S,AFEYY NA00R, FL 3"95 OF EVERTOR MAY E CHIN® BY THE BUILDING 12 FOUNDATION VENTS ARE TYPICAL OILY. ALL JIWSDICTION HANG AUDIOROY. CWTRACMP. SSW 70 LOCAL APPROVAL FOIDDA7 om VENRA7W S ON-SIIE, BY OTTERS 7A MAY E N RO ED WTHOUT RE -APPROVAL W PANS 7V 726-1138 MQN FpRDA71014 PLANS ARE OE9Qm BY allM6 dACOBSFN H016 AM Us IN = PARTY APPROVAL ACENM ALM WTH ME AROBIEGT AND/Oft pimEFR OF THE BIRMM PLANS Of" MY E HELD IESPOlMIE Olt LIABLE FOR THE M MATWH OEM AND/OR COISEGlEN1uL PUFORIVIN E OF THE SPERSTR7C71RES SfINCNRAL COINUM M AND SVSTDLS RELATING THO TO. MM APFWA D, LWED MMM MAY E 9RMRDED F WRORRN ROOF ANOE B WT D®m ALL CAC'S CWWW ROM 7W PAC UM ARE 8114E a I E WNL ALOWAB E MM FEW AIIOL SMNW AOYE 1 lAVON OWAVON. AREA RESERVED FOR LISTING AGIiNCY APPROVAL STAMPS: PRO 5-5-16 s No N a/Rr .ca..•mw ���4F- •.,o Ism Y*i'8B MOM y o �.o.j�j�ry�•IAIe•O m•r■�IDt.l�r Flpiin6�xod'n�•�'��'^^m v W-W •C'iR7'ER Y' inADvi15eW in�nM Him. COkW= 1112014 FLamA RES COS. 63802 '- I1MO M'" TOAD IR. MM A oosffH,N �Ams R96 tl06:1! DRAWN: C. MYRs CHECKED: Y.T. DATE: 4/M/2011 SCALE: 3/1W SHIEST: 7' OF 16 WAIS: iao MPH MODEIA MOD 1011 or Eomm..2_I 0OI0 . A MM HM= R AFM IUIMA FU=X% ALL RMM RLSRIIYEL LG4 DUALS AND MANS ARE 02FODYOAL AND MONEDAY WTMALS M OPERA OF VE MA1 PAOLW CWAIN COIMNML AWIM RDK= OFONA7DRL ANY RROIIORRR® TRIG cm"n ommav1RRiL a msym R0ON of 7m PACNAa, a ANY a macwmv 1 cwrmDT D1 O SMMY FROG® 81 &COMIN HMO AND WRN Y ! AWUL MM MATE US ARE YM PROD TO M Rflida tsF T FM FaPOSE! OLV AND MALL NOT W SUMOX CORAED, a an== REPRDOINSD AM/a D87 MED TD aRMR FOR ANY PLW=111109 OMM MUM AM OMAMC H FRAM =Z= HOES TO1 DRARNO PAM409 AD AL R1 W MR ARE M MUMK IRPFRIY of AC MM NMEL ALL IDMM PlMtWM CWWWIT RA• PLUMBING NCUS: t. THE DRAN/WAS1E/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. 3. TUB AND/OR SHOWER P-TRAP ACCESS IS PROVIDED UNDER HOLE, UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAW AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL L THE WATER HEATER SHALL HAVE A SAFETY PAN W17H 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY 07HFRSI 0. THE WATER HEATER T&P RELIEF VALVE SHALL DRAB) TO THE EXTERIOR (ON -SITE, BY OTHERS). 7. THERMAL EXPANSION DEUCE; IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY 07HERS AND SHALL BE SUBJECT TO LOCAL APPROVAL 0. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. W. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH Is WATER INLET 70 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 SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION 10 ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED W17H MINIMUM R-6.5 INSULATION (ON -SITE, BY OIHMS 11. WATER SUPPLY LINES SHALL BE PEX POLYBUMENE, CPVC OR COPPER iZ WATER SUPPLY S7UB UPS TO BE t/r I& ALL SUPPLY -CROSSOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE BY OTHERS, AND SHALL BE SUBJECT 70 LOCAL APPROVAL. 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT 70 LOCAL APPROVAL to WHEN PROVIOMD. ALL SHOWMR FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' P (48.8"C). t0. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE 17. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JAURISDIC71 J r 14MF in ROW� (SHE PL N FOR LOCATION NOT ROOMED ALL NAME • v" offAL 1 1/r VEND 7m ROOF OR J IS= AR AORTANCE WIVE (MAO OR am W/ r wort TR r WA ET WMf Es T_r wo OVA& SEE, 1 08 SCAU: Mrs V" ls: DISIAME OF FORM 1W FTOB Off STE GF TRAP OOESI am ODD PER FWD DHIANCE FROM TRAP (FEE» 11/0 //P 5-0` t 11r t/V tt-C r 1/t W-C r 1/r tr-W TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND -TESTING IS A LICENSED PLUMBING CONTRACTOR IS REQUIRED 70 MAKE ALL CONNECTIONS AFTER TE BUILDING IS INSTALLED ON-SIM (THIS APPLES 70 TIE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN. WASTE AND VENT - DWV SYSTF ALL ON -SITE CONNECTIONS ARE SUBJECT 70 NSPECrIm AND BE" BY THE LOCAL JJIOSDICIION HAVINN AUTHCFDLY. ONCE ALL ON -SITE CONNECTIONS HAVE BEEN COMPLETED, RE LICENSED PLUMS1NG CONTRACTOR SHALL PERFONI ALL WIEECDONS ON THE COYRETED SYSTEMS N ACCORDANCE WTHH SECTION P7503 OF 7HE FLOMDA CODE lDD(I t t/C woR mm ROff OR J USTD AIR AOMRANCE VALVE (M) OR m W/ r wort 9DBDi r jjj�HOWW)MAL Ps scm: ► S t t/r wolf TNU ROOF OR USED JAR AMRTAMM VALUE To t t/r if t ,/r Or" 1L WATR HEATER PAN SIM E 24 GA GALK SITEL (OR EQUAL) 11/r DFP MINIMUM. AM GF SUFRCW SOE AND SHAPE TD FECOVE ALL ODiWDS OR OMMM1E FRO 11E WATR MR10 THFDUTRE AND AND THE DBOMRE FRO TIE R I F VALE CA VALVE& PRFSSIRE RELIEF VALVE 11E PAN SIM E DRAM Of AN MM WASTE FIFE NO LEM 1HAN ONE 0) NOT IN OAIEM ON DE MAIEER OF 1HE O lW Or THE R811ND MUVALVEM NEOHLWI 5 LARGER. NOIE WAIR WATRIDEO O5110MI OI 1®A TIP MAY BE LOCATED 01 ME W TNN W H 706-ERI1M AND PRESUME A E R MEF VALVE DRAIN MAY T A T E D6oMItGED MO 1HE SUETY PAN E NOT m WATER HEAER 00 FPC SMLI) R R MWHE RR THE DOW= FROM TaI F VALVETD B TO BE CMD ®TABOO KM 1FE WA71R HEATER PAN IT SML E PEED FULL = OF THE VALVE MFDET PEE TD A POW WATER HEATER NOT HOE +WIN TNI M Imm N NO LESS THAN ME PAN WIN DRAY 0) NOR ABOVE TE PAN ILOm LEVEL RM. WA1iR MET MAY BE {E10GiBD Loa V IN.EM TYPDK 1147131 NET 12111 VIEFIRDW TID RDOR A MAN SEUIOF VALVE Allia OR KID PAN RENT A VAORN MU. BOLL BE (sm MNFS) RISINIE . BIM ARE OI-STD, BY BY BRES AHD mm To I= 3NiLROI AND APAtOVAL r VIM 7HNU ROff J r LAY. OR t t/Y r WA �r 1 MCA= HKTK OVA& SC=-. ms I J t t/r wNr 7N51 NOW OR tsTEn t t/r YOR 2Nu Roof OR V AN AMROVE VALVE (AAt) J USIFD AR ADMITTANCE VALVE (AAV) OltaH W/ r VW LAX WESWR 1 t/1 r °4 V. )MAX IN so": ms 1 117 VENT 7HD ROOF OR USI D JAIR ADMOTAMM VALE (AAV) DL sw I-'evr t t/r pa sc, Mrs 11E.4 OEFALS AND WITS ARE 00.DDOML AID FROPIETARY MAIDBALJ. THE COWEW M OF THIS MAIMING PAOOM fO TAN COiONML AND/Olt FNYLEOED AWOMNAIOL MY WOUTHO® = COPOMM MR 09.11t . OR MS EWM OF 71115 PAiMEAO: OR ANY OF I E MKO3113 CONTAINS) 1HE07A M WRICILY FQM- BY AACmSM MOMS AND WAY BE IRLAi1L 71BSE YAIERJ.J • ARE PROVIDED TO I E OECFWff FOR S:,OMLC PMIPOSES OILY AID MEWL NOT E SCANNED, COPED, OR OOERINSE W3 001M AND/bit DISTRIS11m TO COMB FOR ANY RELPOSE WNMIT EXPRESS WNGEIN NIIMOIQATON FTOI dACOBSEN HOES DW MAING PAOOM AND ALL FM CMOD00 ARE 71E DaUSI E PROgFR1Y OF :ACMM HOGS ALL MMTS RFSE7tYED. CO MONT aM In SCAU: Mrs ARIA RESERVED FOR LIS'LING AGENCY APPROVAL STAMPS: PpPROVfO lu 5-5-16 y ,gym, NO to a nn HOME xBa Oa t A ram °o.� BBM YR4� O guvan� tmg�xOw� n�og y nndw,r An ImA.Cit1m� 1auRv� 5 tttr o nxnMB �tsr v t� x ARTIER'1` NBO ID �s.�B� •mti BL OGIIMY4 �BR x'� ai6'..D�' 3 COWFLI S W/ 2014 FLORIDA RES CODE E N 0 i 63802 •6 • Rw(�;� 'ff1fl1111�1�, ® Z 1 2a:0 COUNN BOAD:F, SLAB A GOS EN, d .aus (®4BaamA I DRAWN: a MYRaa CHECKED? M.L DATE: 4/28/2MB sQnLE: 31111' - ,•-c SHEET: 8OF16 VVEC: E omm D DINS: ISO MPH MODEL: MOD 1055 CWVMMIF r_0 2MO „WCCBSEN HWM SIREN HARBOR, FLfIDA ALL RUES MEBtYM WATER SUPPLY BASED ON 40 TO 49 PSI MAX DEVELOPED LEN67 1 . 60 FEET 1° INLET SINK SHOWER WC 1/Y L x i3 71'X1 9'X'/ z3/4 n NLAKER x I• L SHOWER 2CX1 E L Ow KFFEH 2r x 1 SINK SHOWER 31• X 1/2 19X34°..""•r-45T'X "'1B'X34LAV H31' X 1jY—T-2r X 3%4 CROSSOVER r I X 3/4' 35'XI/Y IR 13YX3/4• 6txI2' POTABLE WATER SUPPLY SYSTEM NOTES: 1. WATER SUPPLY PIPING SHALL E TYPE 'L COPPER. CPVC6 CROSS LINKED POLY- EMYLI E OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL COWS). 2. WATER HAYYQN ASiES10RS NOT ItEOUIRED WITH NONMETALLIC WATER LINES. 3 HAVE m THE INTERIOR THE BULDWG (WI SITE, BY OTHERS). WITH I INCH �INUN DRAW 4. THE WATER HEAER TAP ROJEF VALVE SHALL DRAW m 1HE EODAOR (ON -SHE, 6 7HOWMANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON-STE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL e. ALL PLUM®NF FWTLRF5 WALL HAVE A SEPARATE SHUTOFF VALVE 7. A S U70FF VALVE SHALL RE INSTALLED WITHIN THREE FEET OF THE FRESH WA IR NLLT m THE MUM (THIS SHALL BE INSTALLED ON-= BY 07FIETS) AND SHALL BE SUBJECT m LOCAL APPROVAL L WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE ETDRIOR SHALL BE LOCATED ON THE !FITTED SIDE OF THE EXTERIOR WALL NSULATIMLALL WATER LWES Z :o 1117H UM R-A.e NSILATION (ONIINCONO7I0�}CES SHALL E INSULATED WASHER I x L SHOWER B'X11r L WATER SUPPLY SNB UPS m EE 1/Y IM ALL SIAPLY %ROSSOVER' (WING im PIPING SHALL BE COKNECID ON -SITE, BY OTHERS. AND SHALL BE SUM= m LOCAL APPROVAL 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE. BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL m WHEN PROVIDED. ALL F.-= FOR SIIOWER(S), 7UB(SL AND/OR mB/SHOWER COYBIL171WIS SHALL BE CONRNOLLED BY AlLii APPROVED IDOHG VALVE WITH A MAXIIAW OUTLET TEN-ERAIM OF IW F (48X'C)L 13 ALL LAVS SHALL BE CONTROLLED BY AN APPROVED NIXING VALVE 14. EXTERIOR FAUCE73 HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE 1HRE1DS) SHADL, E EDIIPPEO RTH A VAQIW BREAKER, INSTALLED PER THE NANUFAMM NSTRUOMNS OCT. FAUCETS ARE NSTALLFD CM-S TE BY ONFRS 1S ALL ON-N E PWMBING STALL BE CONNECTED OR INSTALLED BY A LICENSED SITE kIVSPECT1131V5 AIVO TESTkIVra 19 REQ'O A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES M THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM). ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2503 OF THE FLORIDA CODE. LOOK! Q O C W W IM S� *lad BOZ •: AREA RESERVED FOR LISTING AGENCYAPPROVAL STAMPS: PpPROVFO ��, ��.. • 5-5-16 No . IICF'Ae• 0H®7) CMV ES W/ 2014 FLOBTA RM CODE, A :� �/111111�� N 22=0 000N:Y ROAD 14. SUM A 00SN:N, IN 46528 (041 •waae C 14 1 REVISIONS BY 1 DATE IA -111 DRAWN: C. NYRICE CHECKED: N.T. DATE: 4tMI201e SCALE: 3/1e - 1'-O' SHEED 9OF16 WEC: Ems• D DINS: te0 MPH MODEL MOD 1D68 TIM METALS AND RAKE ARE OWDOOUL AID PRtPPETMY MATEIMS W C WTENT3 OF 1116 ORAINIIO PAMAZ I>ONTAN COF7ONON. MIM WeW= WWMA710N. ANY UNAVIII = UM CWTN% • MME, OR O61MMM OF ME PNVAM OR ANY OF TN: CAIODHS CWAIV mM010L B SOeL•LLY PRONTO BY N 9=0 HOES AKD MAY M OLAML 71..5E NATDOALS ARE FROYDFD 70 THE: IRO!!HF FO1 e1EOF1c PIMMS ONLY 00 W" NWT eE WAN= 039% OM EOCR01' RO'ROOIIIOD A10/OE 06O WM 70 am= Ro ANY 15w= mmIT wms WOFEL wnwo1lT&M FROM NAO®I mmm me mmm PAOI:IZ AID ALL ITS CCWIDM AIM TIME 13CLO Jm FROPDnY Q JNtMNN 11Otes ALL Rom RDLRvm 121PYIOOD •pp omm mG 0 2Oe . JMT M 9MIM SAFETY HARM FIAWA, ALL JIMM RMVEL ,E1M)EC"ANIM I1IOWS: MEC"AN�I�AI. 11 DVS: M>�r mao l�l 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE (CONTINUED): ffiE�D f2. DOORS SHALL BE UNDERCUT 1ABOVE THE FUASHED Fl.00R FOR S ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLEDN THE ATTIC AREA W'AunATR Ac cxaPlc INv NM7EM dJ 7HF PLAINS 1WTH NSUU18D SHALL HAVE A YImE R-VAWE OF R-HEs AL APPLIG710NS RESIROOY VENT FANS SHALL PROVIDE 50 CFM G ALL DUCTS AND DUCT SYSTEM fOYPONEJiS INSTALLED ON THE EXTERIOR tIA amy RENSIa MINOM OF V1311RA1ON 40OF THE BURDNG. SHALL HAVE A IBNMIM R-VALUE OF R-AO OR AS ALLOWED 4. COMMERCIAL APPLICATIONS: RESIROOM VENT FANS SHALL PROVIDE 75 CFM BY THE FL ENERGY CODE 1n RA. - IBBRM W VFRIO 'ML 4 to ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A yN M rLF� Duct S BATH OF FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. LIB HVAC CONTRACTOR IowaruA�y Aw sa®O L NVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE(S) r m. ANY AIR HMDLR // RERIRN AIR COMPARTMENTS SHALL BE FIRE STOPPED • HIT ulwN�eP+> PROVIDING 20 CFM FOR EACH OCCUPANT OR 30 CFM FOR EACH WATER AND SEALED N ACCORDANCE WITH THE FBM ON-97L BY OTHERS ©ALMMMAua CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IS REQUIRED TO r� 1IL SOME BUILDINGS MAY REQUIRE DUCT WORK TO BE INSTALLED AND/OR WALL MAYBE USTAID 1190M M BE INSTALLED ON -SITE BY OTHERS COMPLETED ACROSS THE MATING LINE AREA(S)OF THE BUDDING, ITIS THE WML Y = W IM OSRO AS DOW iR7. A SERVICE RECEPTACLE. SHALL BE INSTALLED WITHIN 2V OF THE HVAC RESPONSIBILITY OF THE INSTALLA71ON CONTRACTOR TO INSURE THAT THIS (� EQUIPMENT (UNIT). THIS REOD RECEPTACLE IS REQUIRED TO BE INSTALLED WORK IS COMPLETE BEFORE THE BUILDING IS CLOSED -UP AMID THIS WORK angel CO�BY B ELECTRICAL EYEORIFAORYB CONNECT SHALL ALSO INSTALLED STALAS RED ETHEC DIM IL On CANNOT, RRMACES INSTALLED M ACCORDANCE ./ FMC. APPLICABLE CODE(SX ON -SUIT, BY AN CERTIFIED ELECTRICAL CONTRACTOR %. OPT. FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. MOD lose 180 IFH - vrR Pb t°) DR MED W - 30 FEET IMEM • • A MANUAL J AND A MANUAL S FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING [ON -SITE, BY OTHERS) • • • ANY REQUIRED TESTING [BLOWER DOOR AND/OR DUCT TIGHTNESS) SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE [ON -SITE, BY OTHERS). "VAC Y® GRE MINIMUM "QUO" EQUIPMENT SPECS: ,AU CUMAIM ZONES: 1. PROGRAIYAHE THERI CAT IS REOIM TO BE NSMLLFa 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL I[M� CA= TIE MEYM MObBIT SMOM SPILL BE FSTAI M S FARM TO INSTALL HEATING OR COOLLNG'EQUIPMENT THAT PRODUCES R THE TOTAL DESIGN CFM FOR THIS BUILDING REF TO APPUCA71ON ENGINEERING FOR HEATING AND COOLING AND/ THE FLORIDA ENERGY CALCULATIONS - AITAMUNTS) MAY RESULT IN AN UNBALANCED DUCT SYSTEM A MANU LL-J FORM S REWIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE TO INSURE THAT THE AC/HEAI NG EQUIPMENT IS PROPERLY 07M (THIS ISREQUIRED AND IS ON -SITE: ELY OTHERS - NOT JACOBS?N 8=4 LaSalleBristol Manufacturing N Engineered System Using EN Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C JAC0BSEN HOMES MMrIP-25B6 -MODES. I O I MOLD -Foss ON -FRAME 12XB1 SOLID FUEL OLMNI Jr FIOELADF: wHFN INSTALLED. FIHEIRLALL SHALL MMFLY WITH UL-IB7 wV AREA RESERVED FOR USIING AGENCY APPROVAL STAMPS: s rM 5-5-16 No CM mice, mBa Ftaa to „-P,.• a� MOB-9>m OAts�1 FOP p,5y R T E L��Yw�� �w�`i�v �si•d'•oTvia CAR UP Wow COMM M W/ 2014 FLORIDA REM CODE, 63802 t: t:120 MUM lOM U, AIRY A 009UX, ON 465M (V4 L ame REVISIONS Q. BY DATE II& DRAWN: 0. YWam CHECKED, Y.T. DATE: 4/28/2DI5 SCAM s/mr - r—w SHEET: 1®®F16 WEG Emp=F D DWS: 1BD MPH MODELS MOD I INM O tMS AM RAS AIM OMFUNM AND PMFWAAY MATFAYS IM [OMENS W 16 CROW PAWAZ MrM CON@AnYL AWJOR P al= W M MC MY OYMO USE WnIft MMMM OR MM UOON OF IM PMUM. ON AMY GF THE °DOOMS C CORED 7MMK 6 SOCILY PROBE® By MOMM IDES Me MAY lE ORAi11 TINES W1r-„ c AIM PROM 10 TIE NOWIDIT FLIT SEOM PURPOSES OILY Na SPILL MOr sE SM N A OWIA OR BI:FRUX RFPROO = AMIM W W = TO OPIUM FOR MY Rll `= ROOK WRM RR M AIMIORQAMOL FROM JACO35D1 TIDES TM MAVND PACKNE NO ALL M OOOEMIS ARE TIE OGaDSYE PROPERTY W JAC(MIDI NOIM ALL ROAR aSER CO WW M OOF:IeeIW 0 =11 ..MOO®) HOES &VTM HAMM Ham% ALL WADS OL=M INSTALLING A NODULAR SRRUCNTE/THALOING CAN BE EXTREMELY DANGEROUS. ONLY OWI m PERSONNEL SHOULD ATojprr TD INSTALL A NODULAR STRUCR7i/BULOINa. IMPROPER PROCEDURES OR 7ECHNDUES COULD RESLLT N MOMS INJURY OR DEATH. N ADDUDN 10 THE DANGER TO PESSOOME. IMPROPER INSTALL.AION COULD RESULT N EXTENSIVE DAMAGE TO THE BULDNRi O/SLlCTURE NEVER ATTEMPT NSTALLA71ON IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. WIRL®L`: NODULAR BUILDINGS/STRUCTURES CAN NEIGH SEVERAL TONS R IS VERY IMPMANT THAT ALL NASOMM . ON ME JIB SITE. 13E GUAlM AND PROPERLY/ADEQUATELY MAIM A CERTIFIED BULDNG CONTRACTOR IS REOURM TO BE RESPON90E FOR ALL SHIRTY DOTIATVLS, PROGRAMS, PO CIES. OR PROCEDURES THAT MAY BE MMOA70 BY OSHA AND/017 DIM LOCAL STALE. AND/OR FEDERAL CODES AND/OR REW030M THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TC'JBLGES ARE USED. rat LED Alo/OaI0 nMrxoWi Wvas: �M x NWIr 6YIVNRao Rai Wm Arl➢r TaOi VYLWiIOQANRARI rJM 1 �L A r�l®1N4r artfMTWINrtV nAS A'rQ�PLAX WAO rr/RL PON rAr IN amm fiNrIRr 4rM• H AArRA AEA AL ifNrim m iltt vAav tlAa•M lsa rAiI�LtM! n WIN V W >•t MA N x e tii rr• NNr y •ar pNsomO4nW} IoiOtr rar,n® tAWr� tt,�Ist xattmw+ wm n NdlO WtlRO4� Mr rRNr W1TI.irta N•r tm Ns �Il Nim raL W A n AW1L IOROOO WRr FIT m Ne 41000rT M or141ot LaTa Ly AMO n Ni a AIQ r MAIN( LWS) CONECTICN(S) �5OWMC �� SCALE: N.T.S. DETAILS i THROUGH 3 ONLY APPLY WHEN A HINGED TRUSS SYSTEM 15 INSTALLED ON THE STRUCTURE. HINGED TRUSS SYSTEMS ARE OPTIONAL. arm" MRN nTNw ■ d1 m0 YNNVlotf LOT mw. m Pow= TIT. mm IRIm OLTAL OD: mm ON NOMWOD Imo' soDRplal SCALE: 1/4t' e 1 40 v�Wa�m ��aRRoa Era —I I m r � I n w iy nir Lmamnl�oam rmi x tNo uA mr R s Wr ONNL W i �m OMRp N°L:> � mat o OX-- � IIm OAY K iNIr AT V n A i/ AIWb WNW.W wp�y= ■LAMM)LlMMr11mNWK AMNa NolAr/s nvyrr dNWt•rLIr Ar AA//•V n W. vAMwlrrnt yr. ..• RAWa W mANNt A4a mAaNil ■Eta AL NOa yr 1pWOR ��fYNL� A rN•� - IN�y�R n Wa MAIN( LNE(S) CONNECTION(S) - FLOOR / WALLS 5oN POWL SCALE: N.T.S. DESIGNED WITH OF LUMBER SHEARINALL DESIGN SPECIFICATIONS IaNN NSIN NOD Wag M A'grOm PAW( SIMMS slial p ►ASIODI TWE NIZATiEm FASIDQ MIEN OWL) I NUIPM FASDAW WIOAY lACM PmOLT - ADO: 0 ML Ta VML WL 70 ROOC • WL 10 CO HO FASOLf FASDDL SPADM =71 HP SEATED OE OLE OLT M A► SORE tm K a K Of. am OI3rk3 I/r NAL L410 K aA VAL So= HI sum OE am ONLY IS GA. ffnm tm K 4 K OA MAL LUPr01/Y NAL LW K aA WK >auA Nr SGTND ONE SEE ONLY III OIL SOV1E INK 3 K ILL NAL LOW Itr DIAL 470 K O.C. HAL 114:• NF SEA11m OE SCE OLT Is NL SORE US K S K OA MAL - aE W 11 I 0613M171/r NIL 347 K OA MAL 3Wa NF Sam OE ME ONLY O x SOIRE In K S K DA NAL a13Y•S Ix NAL IM K oA WL 2" RF NEA7IED OE aE SLYW16=19L L7a K 4 K OL DUAL L1OS7 I/r DUAL MR K OA MAL 4" RF NOUm OE WE OLTSUM I"K 3 K ILL DUAL 'IL%HW I/l DUAL SAS K LL VAIL DDO PIP 2lATVD SE SEE SLYNE L7S K 1 K DA WL - ig NWE T gvr 3I)r DUAL im K LA NAL znm RF Munn OE 9z ONLY MIN. S K OA WK L13Ya71/r NL L4B K OA MAL 33114 PIP !FATTED OE SEE OLYm 1J6 K 4 K OA NAL LisrNs 1/Y WL LSN K OA WK 4RD® PI SNI AUED OE SEE SLYM L7a K 3 K Of WK A13YL71/r NAL SSO K DA WL S" RF TONED OE SE ONLYO L7a K 1 K OA NNL - NE NMI 0,17113 IX DUAL LBO K QC, HAL 07.74 RF GEAM ONE SUE OILY Mtn NAL t w K a K OA NAL 11360Iff MAL DID K DA VAL 40A PIP SEAM ONE ME OLT ISM DUAL I M K 4 K OA NAL LOW I/r MAL 3A32 K DA NAIL ;LA Rr SNORED ONE SEE ONLY o1M NAL 1105 K 3 K OA NAL Dora Ix DUAL 18a1 K OA WX 74LI NF SIo m am SEE ONLY Urn HAL tm K 1 K ILL MAL - SM NOTE I Dow I/r NAL SAD K DO. NL law RF ani m Tm SINS M OIL SDWE L75 K S K DA MAL MM-13 IN NAL S]M K DA NNL aLa RF 41 DEATHS) 7O GOES M FA SMILE L75 K 3 K oA NL L1S W I)r MAL No K OA NAV. tons LF su m TNN SINS Illm NAL IJOS K 3 K OA DUAL pO 3 IN W SSLW IM K DC WOL. 1W.4 nr I MUDD Im SINS 0.131 HAL t m K S K MCMAIL -SAE NOTE 1 pw 1/r ROW SODA 1 UN K DA NL NOTES FOR TABLE-114 L s10ANW3 MN mumm rm m r aA wnm ADNE miam s)m AT ALL on ozvmm m AT Do W Nil aDIDIR L WILL SM SPAN( N If ILL NAaK S ID an N NOLEa SUM FASDIMS OLT L SIMMI D ON WL N NOT MM TO E CONNON AD= ANY CUEODON (TILL 10 DUAL LML TO DOG, Q WILL 70 DOM TOM a DOD Nas ON Ogr VMS WY E S RMIND PON 7/Ir SLREN (a OL N 10 O) FOR ►As1 = SEAINNO 70 RIAMNO ON A ONE 70 OE RAGS ON AS SUM N 1K APPIMAD COLSOAL7ON NAIL" @ FNIDNX SmiDUml SAZ77/MNES L SFAOrD FODOO - ALL ROD ►ASUIDO RN V E Wm MSON SGV VMLES OW TIE r OA VAO MI SPAOMN (AL 7LSWQ TIRES} 7. FASDEW SMON LNm N IE TANS EVIL E LO®m AN AVM4E SPAMS FATIDDO WY D® INS SPAOq AS INN AS. M AVOAE INOM FIN1 ML FASmVIQ N ESIAL 10 W UM IWN THE NAOAN !ACM ALIOMD (APR(10 ING7INO ADAR WL FASWD4 a ALL IMRAI SEW ARE NmO7L L D) VAUAS TAFROM DR- SX to NON FASDO RDENAIOI KID FVANN O M N 1 Vr MUS OlHOSM 9WO N 10 INU CM FASDWD SLY} 1L TANE LAVES MAY E IN IP AIM IL ALL YAMS N IE LASE AN MSm N 3/N' APA Q =0 NOD) SEATND - !MIEN 9EADW TF100F M MAY E S<SKODD. 11 LANE WOS MMED A DD FOR UP AND L4I= UK K TANE WUES AM OLW) ON aF LNWH1(WL FOIND) ArWCrrrtrtrs RrrrLr Wrrtta ae TAW p 4NAiW �f Wr011 10 rf�sr A1G�OOt )r04:N aI-•ty OrDIIN Nyq AT rW rrRA1r wnNaiirr 7Ar1 I t•A RA•IpIm 0a rttEQ �o M•aOa- wl N A:L ss Rahn i-nyat A1rr AT AL irrr r� go am � u w M® doter w mve��� tOAr N�'IM mYWrAld AOOIAR••rrANir LR• rATANr Il4DA •rAN r 4Wi rr Atd ANN NAmrr N• x On tWRNSNx®vav a-Aaammuw rsvw� NXIAM / 81AwiaD��tNan gCIOAP amply®O ML a NN NN rN ,rtp �vai t®vp� rn�r aw�ovaL soNT rNa ttNar Nra m. r rya — TIP. IWIND TIN$ OMAL (NOT TENT ON NOFIN® IICW IWC IMM S®N SCALE: 1/4A' N 11-V � WWrli o161pt N�aIA®NI�IAIIis 4TYAr AtTm w*IKmmWmni. a�iNa rip ttnAo- Nai R W� MAIND LI E(S) OONIECTIMM a Sl nd® 6 �R Pil SCALE: N.T.S. tMorS 6R.a - 7/r I:EMFD ROD/ANCHOR JOLT IOR7-IDSLa - I' 71alFJOm ROD/ANODR BOLT r R r : a/Is L.D.RR METAL PLATE faDER FLOOR JOISTS tl 3 SWEVALL OR WAIN* UK WALL a THE Mwjmw WALL W7H amomo ) a MAY BE NaLAED N THE DTECOVE UMIN OF ME SHEAR WALL THAT S ATTAR® 10 THE ADJACENT WAIL SHEAR WALL EFFECTIVE LENGTH IMP. HN 70W DITAL S S ' ON 0 �1 0 0 RWD MAIN* LJNEM DRY-N/F1A9NIG KAN VIM SCALE: N.T.S. FA-M 9P50, 1DUS-SD37A OR HDLM-,DS79 Rtawcr APROVAL wWL - FLR " A SNOL 70 DOUSE s1 RNA W GR ID SNGIE aRD M LINE NWAATALLL�T: (E(�D ppppRR � MANUFOR ACTURERS IEirG, DIATOM RDUa-SOSL5 TNI IBS IDN1-SDSL5 005 LBS f!L FIDOR J16RS (4E OTHER OETALS FOIL J16I !-DUNE() B10W NYM DUAL AREA m aNRAn a EDMAwpRr TEIaE eAPAan W7 E I15ID N I.71 W 71E NrAOEIs AION IDPOI - NE OINm OATAAS SDE VIEW END VM SFEARIYALL FA31ENIND TD JOISTS (FACTORY INSTALLED) Slog/WO DAMNS SCALE: N.T.S. AREA RESERVED FOR LISTING AGENi:YAPPROVAL.STAM": PpPRO VfO� " • �— ,).� rorx mom.. • 0 5-5-16 ti 1 tn� ��� W Ntm w.�F ilrarat NO fA' mua... a7 ry •I'm�m IOo In PW )IQiSSO MONO :m��e��cN I •imm��uu_ORV■ •ol[.HRaN t*R CgRTER V' Py5 of"-ADm L%rA�'r CONJUM W/ 1014 FLOM RES. COOS, 63802 R1 1LN0 CM"TV ROAD 14, 4VIL A 0O)WI, W 46M a# m-_ Immm mm= m-_ amm DRAWN: C. MYRI E CHI®. KT. DATE: 4/A/2*16 SCALE: 3/tr - 1*-�0' SHEEN OF 16 WEC: Egwom D =31 MODEL: 180 LPN MOD 10ea 1 IIESE DUALS Alp PLANS AM COFONOAL AND FRWIOLTAVT MAMMALS, THE COIDIIS OF INS DOWN) PACIAEE CONKN CO 10DIDAL ANDATN HOD® WONA7OL ANY INAUNOI M USE. CIWRA mmOa� ON D�0O1 W GAS FAOUAM 04 ANY O THE DO HMIs CORNED THOM N SNCLT PROOOD BY iACS SEH DOES AM MAY IN OLAiO. MM WATOWAS ARE ROOM 10 tiff MWIDIT FOR SPUM HAPODLS ONLY AND SHAH NOT E SOANLA CWM ON anOM E 10P1ODUCED AND/OR DB6ZMIm 70 DOORS FOR ANY RNRKE WNDCU► )WPM MUM AUDORAMON FROt .IAOOtAN EONS T16 DNSRAD PACNAE AND ALL17S COODMS ARE THE IMOLL= PINWD4Ir OF .1ACC•SDI FIaNa ALL MaFI* Imtvm DWWSart AAA CWIpOR 10 2015 ..NWLSINN HOlA SAFEN HARM FLO Ok ALL pONS ACOIVIL FLOOR PLAN SHWWAJLL IEVALUAVON: PUN NUIRM MST-2'CD MDR _ ALLONS` SIMS N90R Nh707s mE 4642 PSP uND P!Ecam (AND-i): DO SOE 72M FOP (ASO . LLT • no DE M WO EPM 150 MPH - WAR (u ftMO TOTAL EXPO4D SDEDAIL/EAVE ARFJC 100 NOES / LLO - L053 FEET YA2 THAN ROW MEmI 0� 30 FEET SDERALL IM C70OL WADED / 2.0k 545 LACER / 12A - 4 U FEET F7POSUM D NOW RICH fDl SOECIM MISS; 30 / 12 M I PO IANC: FAGTGD k - 1.0 RCOF AIM LADE Ei1D0iED TF= I&= ommm USIA Oo!•0vt ! MAXIMUM ALO® DESIGN ROW ANGUM 20' (DECREED N 4J7 / 12 Ilia altlw4J@C®SSON HIGH VELOCITY RIEiOCAIE 70E NO -1 70FAL DISKS ROW RELIED EL14 NOES / 120 - 4A24 FEET ROWS .�iaitas 7 of 1p T DIM APPROVED, USIED 7RUMES WAY DE MLSIIfORD F MAXIMUM ROOF ANGLE. -7m ASIM S Nor EXCEM13 AIL WIT'^ CONTAINED Wmll THE PACKAGE ARE RAGED ON TIE NAY. AUMIKE DES M ROW ANSE, SPECM AODYE >. wnaswwtlaamwNa'DwN®IIaNNAw WL7Nw..w tesmA7WlwavGov_nEX■AO USE THE DESIGN OF VNd - 150 MPL EXPOSURE M- INT.T msDastmNLesOr IN THE CONSTRUCTION MANUAL FOR THE DESIGN OF vat smLem RMawLw"am% a®N=m laves"" VaR ND MPH, EXPOSURE R IM - 3CFE1. CFARWAIL esL CFMNAIL esL 1NEAFRAIL A-aWLAa.■NAlw am anesasrAsAa w.w ox rsww Ores HEIGHT 00 LEMON LOWTH wsNN asowaNSLtN xn7rva assAaAa m4®rirvwss MONISMALU A BLE CFARVILL LDODk 1011 / Se - 30857 DOWN / 12.0 - 25I FEET or So eLw nmaNl mvwta An a 1111AM0 mm - WALL is - - - - sKNLuvmaAa•®- cmm WALL 2: - - aKNLavmLm■osaa - =2NS o WALL SECTION 74 NOES TOM TA9RART SPAN: 255 FEET w■es .T W r ras- w a twN •• a LL WALL S MM 34 NOES TOOL 71=11ART SPAN: R.70 FEET ra• �R aes m D tpw tM is WLlEL'I106 ONO® IIM M D" atQaatMGr eslnROdATaLL/®aaFAD. WALL OM 0N0® MMRmyaLLss- WL SDC=t 0 NOES EEO Z ME DSTAN IM 2M FEET WALL GSIpk 0 NOES END ZOE OGTANM 7a FEET a OUT a a t/Y ■.La • W t>a IMt taus to nW' ■ a 1/r tvaa • 71f Ob Lai aMaa WAIL GSI1G! O MaEO NIE15Qt ZONE 06TAIIO. O FEET N a s ••.■ti as ra- aawm WL ELTIOh O M71ES NIFAIOt MODE O6TAIICFi SW .TENT N a s • Lt•r LL ■Na - mam FALL S CM 0 low WALL GiTD! 0 NOES WEED WALL smmm O INCHES(iFEO ME WL TM WALL SECTM C NLL TA INCHES h SOMAR P IDOL LE1101M Or FALL: N : 74 INCHES DBTNICE ■ ON Now TIC ■ D! - LOAD IN POUNDS TOTAL LEN DDI DF WALL NES 54 OOwmm s OR ROOF Mr. Or - LOAD INPOUNDS UFO / mm son WALL END ZONE LOAM LOAM 2i 4541 i 7257 - 047.12 PONDS I WOW KID / 12Do0 NOES WALL ENO DOME LOADS 7.0 ■ 4542 a 72MS - Zoom POUNDS TOTAL LDDIN O WALLI L17 FEET WALL Krum ZONE LOADS 0 ■ 4D{2 a 45AY - 0 POIIIO9 TOM LDIDOH OF SAIL' 45 FEET WALL WIMMS MM LCADR 3M ■ 4MM2 ■ 4L42 . U7LN7 POLIO! ROCF Do ZONE L"m Y.eS ■ 4425 ; Im - 244G4 P MM ROOF END SIDE LOADS 7.5 a 4425 ; TOM - 554d4 POUNDS a>isuw/ww ROW INTERIOR ZONE (DADS O 44'Js tOb! - O POUNDS NOW 11 08011t ZONE t SGv 4.475 roan _= SCAT I.OUD9 L TOM LOAD FOR SIFARWAILi - MOLDS POURS ssn�attLaawPOUNDS s\esarom tN.Ms r.■A es atma "LOSS• Pm. n•"e♦. TmAL LOAD FOR 9FAREALL: 420M FEET ess. wAao-ss atr:r AUw\-..•es TVIAL LENGTH OF �••N L. / L17 FEET sm. ..na• arovws-.ues TOM LFJOIN OF 1/1EARWAW / 4b FEET ® . ••r Maw. ■ m4taam AUNAar res O�1 SWAP VALUE (OS* - 1LL5 PIF N . .Ores". 7 suatwcw■sar■awes ODi01 SHEAR VALUE (DSTUk - U6S45 PLF qW au ■a oar. • fr.r arar SEFRNALL IENMIO OFEET v••s►•tr Maw. • .Di1R7Allarrwoes CFARWAIL IEIIIO R OFEET sra■rsr.r. • nr.w - Lmuraaaror. ■ Nasaesur LamAirO OYDIm0E10 POET LOAD. - 1740 PDIUO3 v.•or■a•0•■. al ta><1aaaT Allnara"fal owunu /ID POW LOAR e000 PmUO3 - - - - - - - I aa.e■tosrar. a 0vsnm�att4sAwa - - _ e WALL3s 7K AMN _ WL LN esRYD•a-aLwsv WALL 4s 7Al"oMa =V=Lm - m.m � GWpa E08 NOES TOTAL TImRMiY SPAN: /0M FFErGLTm 1f0 NOEJ 1DTILL 7®SFARY SPA* 173 FELT ,wawLaan WALL smIVIR OMES w.-vwat•s a tw-wat •wa aesm7 LaL pa NU Ai taaaaL"r am aLLn Rw/aa,"ma 0NOES eslartWA/esydesNAd WALL smnm 0 NOES Be ZONE INSMFR D FEET w LWr • a>? tA■■ • ■Ds m ■a, ws WALL SFDIOk 0 NOES END ZONEOurAllm 7a FEET !VIO! w Oar • a>? a■• •One toe tr EAs WALL N0 NNE INCHES Knxm ZONE offlum 17.5 PET INI, NO® aa. al m Q - aDavm WALL S>:Ip! O INTERIOR DONE asnum 265 FEET N a w • Oar ve ra. - aDLr WALL 5EGTm6 0 won uEm WALL sm-natMao em WOML Tom. WALLWALL amM610!m 0 R O OEEh RECALL TIR lP0% WAL umm O WALL 110 NO® D6TANO ■ OR ROO IR ■ Dw - I= N POUNDS TOTAL Umm OF WALL. ®D NOES M MANCE a OR ROOF NC ■ DIP - EGAD N POUNDS DIVOFD NIt / am NOES WALL DD mm LOADS O 4tN2 a 7287 - 0 Paam I a DFD aft / 1"DO NOES FAIL END ZOE umm 7a ■ "M ■ 7= - ZMW POURS Tom LDIDTH Or WALL: Lo FEET WALL NIR67 mE LOAD3 17.5 i 4m ■ 4542 351L55 FOURS TOTAL LOWTH Or PAC: 711 FEET WALL MOM DOE LENDS 2m ■ 45,E ■ 4547 SNM PONDS ROO DD ZONE LOAM 0 ■ 442M . 1L24 - 0 POUNDS NOW END ZONE LOAON 72 ■ 4 n s 12.24 - IwM POUDM wrlaawaaw Aw MADO vHTDeMt 7DIE MDAos: 77.5 44se • ROAM - W72G POUDs--�..wr ROO wmtpm ZONE LMO4 7D5 ■ as2n a f652 = 12LM FOODS away■wNi■•esl P■as NaesaaN L TOOL LOAD FM MFAREALL. - 46nA POUNDS w■L NaLVla4w Fa.ss wrFq TOTAL LOAD FOR OFARFUL 324i71 POUNDS awes. w.wra 0.1wDIAwir-.t•es TOTAL LDO01 O' SIFARNALL: / 0.17 FEET rs. w.o•ra 0.aw0s /1.0a1-w•s TOTAL LEmm O SEARNALL: / 7.SI FEET s f!.\esr.Nww- • .o:NsaANesaeswwes OEM CENT vmm am* - 50M PF N sr.■esr.w atw. • .oNwcAUa■aw■aas DESIGN SITAR VALE 61SVj - 547.13 PIF \Ia••r\arr®r- • arlwAa� SWANK"ISOM ■ OIEPT !lWiYRNAIL IENITC ■ OFFIR ua•a raarr.r. n Hour s v•a.srw- n 1•bllawrA.l.•Lr Ores s v.•rr.tr es••- .sawwAtrsLrrwes - •�� Ltsr•ap aNror- • pwarurAwewrO OYQIIMONN PORIOAQ - 4'A9 POURS Lm r•w.rar. • esaDrlr alts•wa OVFRIIEOWIO PONT LOAM 403 M9UD4 - - -WALL 5: - fK IlaN7ma1aa7wW-wwm O-I WAIL 6e 1K AMN>m aoD wvr-wwm e WALL GLTImk 31 MOM TOTAL TPMUTMT SPANK HAM FEET eslnWes d sarw mMauee-at7aaa � NAIL SEDOIk 0 NOETOTAL TRIBUTARY SPAN WALL SMIm! OWNL SEC7DOINCHESMaE9 0MEND ZDISTANCE; US namuessvesrwawLpi,00100 HMUnft 0 END Z0OWALL SOIOk INCHES FEET saaa0 ELFFT esln tAm >m am apses - w Q R7 WALL SWIM 0 INCHESNlumst I= Durmm 0 FEET Pas ••ssm ttm-asraw WL SELTm! 0 sonNO7dOt 7LE 061 0 FEET SAIL S IM 0 LINGER NAIL S Cm 0 HOER WALL GLTme 0 Sam DEFT) SDE•ALL 7IR VALL SCTMk 0 NOES G7GT 117OL IFRGIM Or NAIi. O NOES o6TA110: a OI ItOO Iif. ■ OWA - LOAD N POUF TOIL IDIODI O WAIL. 0 NOES • Oi - UM N POND DrAm THIS / 71o0D NOES WALL SD ZONE MOMS: LIS i 4W ■ 72=1 - GTYM POUNDS I MMm NUS / ILM M7ES 4m a no - 0 DUDS TOTAL LSIOTH Or WALL IM FEET WALL NTENOR ZONE LOAM 0 ■ 4542 a 4542 - 0 PMW TOTAL LENID01 O NAILS 0 FEET ■ 45U i 4a42 - O POUNDS NOW Do) ZOE LOADS 1ARI ■ 4426 i ILO$ - 1R74 POUNDS LOADS: 0 ■ 442U ■ 19.24 - 0 IO103 sAawawawaa ROW PIER= ZONE IOAD4 0 44O1 • t0A2 - 0 PMIIOS a■�n wesrawAo 0 442E • 7LL = 0 PONDS eswa �tsaw P■ss Mw L TOTAL LOAD FOR 9EARWML• - 777.42 POUNDS wN■Laa■rsaw 'ftl TOTAL lDA Fall MVA;•L O POUNDS rs. "aura awsewwAar TOTAL LL3ETH Or SEMIALL' / 2® FEET agar. watara TOTAL LENGTH OF SIFAROALLt / 0 FEET tsr.aw.•raaw. ■ .maAvarAwaara-rr DESIGN S7FAR VALE COW* - 30005 PUP s .•esr.r ra•- • DESIGN SHEAR VALE W* - 0 PLF •rA■o■orEr. • ar.aiaA■DII \.a\•s■.wra•r. • SWµVAIy IEOM ■ 0FEET v •t■•w■. s ma.�rr AAraes owes SNOGWAIL IFJGR i 0 FEET GIVE IRIINO PONTLOAD: - 0 POtUCS Lmuov.a re r. ■ OasWrlasasNr s0es0 OIDRIIMOM POINT LOAD - 2700 POUNDS v••rr.lr•w•. • - - - - WAIL7e 7K AMNmaAa awes-wwav a WALL, B: 7K AMN7rmam anves-oawm e s1LL SECIIOk 0 M7E4 7DTAL 11®MTANY SPAT! O FELT WL SECTO! o MaE4 TOTAL 7(dsUmRY liAl! 0 FEET WALL GECIM DIMtwt n rss. WAIL F1=Z'110Nk O MaES We. SECIgk O NOES END ZOE DISTANCE: 0 FEEr Sao LAa Wtw - w w m SAL SECTION: 0 mom END ZOE DISTAHM 0 MEET MRI � m apses - w tQ m WALL 4RIOMO 0 NOES 1111750E ZONE oudNOS 0 FEET WALL SECTION: 0 NOES MIER= DOME MONNOS 0 FEET WALL SELTXOk 0 NOES WALL SECT k 0 MOWS WALL SKIM 0 NOES WALL GCIDR 0 NOES lPg) 1mN. IEIIGIM Or WALL' 0 M7E3 : D! - LOAD N POURS TomL LEGGIN O WALL' 0 NOES ■ Ow . LOAD N POUNDS WMED WD / t2Am D OM 4m ■ mw - 0 POUNDS I mVOFD ve / 12sNOD MaER • 4542 ■ 7= 0 POUNDS Tam LDDIN OF HAIL• 0 FEET ■ aFM2 ■ 4L42 - 0 POIUDS TOTAL LE]OIH Or WLt o FEET ■ 484! ■ 41L42 0 POUNDS umm 0 ■ 44m ` 1244 - 0 PMMDB LOAM 0 ■ a42M ■ 10Z4 . C P011NO3 vs-w.WA-w- LOADS o 4m 1= - 0 PaUO4 rstawaaaaaa LMD.4 0 a 442I ■ 1a02 = o POURS �sesarsr • lOmL LOAD FOR 9EI0RALLi - 0 POUNDSslesaes•w TOTAL LOAD FOR �-••--t• 0 POUNDS �. w Nar• TW AL LENETH Or EEMWAIL. / O FEET a.m. w tor■ TOTAL LDRN Or SEMRAIL: / O FEET 1s••mr••r Maw. . DE M CENT VALE M* - O PLF N tAr.■arr••resw. • DESIGN sHAut VALUE pY+1lk - 0 PlF \lr\aa•aa rsr. • BALL lmm OFEET \fMaoresr.r. • GEMWL IEmfS • O.RENT vLesr■a'Maw- • v.•or•tlrw. • OVEWO PINT LCAo - 0POU POUNDS OYkR11E5ND PONT LOAM - OPNGDS - - L1raMMrar. • - - - - - - REFER TO OTiM DETAILS FOR SHEARWALL SHEATHING / PLF TABLE Acoassm HOMES 600 P,ACKAM COUM, SAFETY NUMORF FL 34695 727-726-1138 CONS"MUCflON OWFICAUONS: TOOL a!m O ADR Dales MiA111mI0 IOJWM amD 3 IWL IaLm O llAII ATM WICH 1 DpXI Z MIL PION WASP PION "alp as as' an p N Ro• RVvaN DON A w LANs IF oA PGIOI JEN NA DtOesl avw w w p MimN PASS was ar R P Naar -wvD m A MAT! Om Oa wr p INL aWAMM :A APA N T . PAW IOR DOOM m 4 C 9 N CampLANLIOZ In nWLL Faesk W/aCICm/ItASL aamm WNpp N M n L Cr" COIes glide Ill'a"m cm.) aanmm NIOf {MOCNAWAI COUtPJ A06 MEADWO 71W APA rWA la0 IE® (C m Toes NlanOa fWOT IaM11CG "WA N11es AD M" Al. IM .OM 00 aWACS R mm u O mk mmNIAAT ESNs\ u m i 23 E1113t TOT.DOW M Tm AIM TToo DDow EUlimulMM0=0F nG aLwl O ass ■ / ICCea! LAM O / ImNN W y tsNi D / IF a. / ■GmAs = = a / t®E CAs U IpID O r avill /OUWessNAYS ! /GA�lplQ a01'm . r 0 /� ! OSHEARWAI.L DESIGN SPEVS: M N A- I� S s . 72.53 PSF ta24 PSF 3 C 4&42 PSF s D w ICL62 PSF ODC= ' S HRI VALE tWs PLF b DEMO CEM VAIM FORCES 30005 PTF OVEL PJFMM FCMCO n4oEm OVER JWMM z7w 1Ds ODESIGN 2 CHAR VAW9 � PLF s DESIGN GEAR VALUD OVDEILI FORCES G PLF OVOrAE FOROO FOOD FED 0 IDS O DESIGN 34FAR VAWO 5OLM PIF % DESI71 BEAU VALUM OVOI1ONIN11 FORM 0 � OVENTUNND FCIM 4357 IN O DESIes 31 M VALUO 547.13 PLF DE901 SEAR VALEEI FORA. OVEIMMD ram 4025 LM oaDIRMeEIo r DrmGN SPECMMATIONS. I. mPAN ROOF HERSHT puff 30 FEET MAEOWN 0 4 2. FLOOR LIVE LOADS 40 PSF a. ROOF LIVE LOAD. 20 PSF 4. MSIC YMM SPEED. 180 LPN - V■R (UHlnau) L VVRm WIPORIANCE FACTOR. IN - to REEEE catepne R 6. Wilco EXPOSURE CATMRLY. D 7. INNENNAL mssURE OoNFNaM OCpI - ate (Eltda-4 IOM Dow we PMs (Vosd) C L C LOADS+ AUDL STRESS `DESIGNL DESIGN WT ND FRESSUM FOR COMPONENTS AND CLADDING (PST). PR . ROOF COMPONENT L GADDING LOu. ZONT T . ML47 PSF -s3O0 PEF y 2DNFJ 2 4 3 . WA7 PW -13L75 PW fff�///111 qeq SI ROOF OVERM"G. QQQiii • g ZONE Z . -10= PW i p 3 ZONEa. -151m PW PW - WALL COMPONENT AND CIADDWG LOADS WALL / Smm. PST--77.69 PSF ,�. ZONE IE . SIX MWFRS LOADS, 9. DESIGN WNW PRESSURES FOR TT4E AMAIN VA" FORCE RESISTING SYSMM OwntS) - SIIARWAILS. A - 72M PSF (M ZONE OF WAIN 5. 1924 PSF (END ZONE OF ROOF) C. 45.42 PSr (WT. ZONE OF HAW D. IOd2 PSF (WT. ZONE OF ROOF) FLOOR wuma R00N Ca 0-01 IaD/MWCARM rwl ®p NA WVL aNLA7N■ v-s sm MISS FELON D! @ aNLATI• v-m 7es WAND RI' 06 / OF Eiw 0001h I F O WATIR WAIm I r171 WA10 vlN 40OMM WAIm RARi TT/C ties STATE OF FLOMOA XuiLDINO. (Y 2014 FRC %de ;Ilxl aLLt7■tuu. t sR R AM011 NEC MICKUR 111 2014 FMC@' Vpumm"h2014 MC g3 tap".■ 2014 FRC N AREA RESERVED FOR LLMG AGENCY AppROVAL STAMPS: PpPROVfO tD Ar ^ Oy ..w-• -� t. 5-5-16 ..� NO AN sm. awes -mu-..- •A�t F u. w 40 •� to muwio �- UO>WES MO■Ml COMPLIES N/ 2M4 FLORIDA RLR COGS. 63802 = c pR�` . (l11111f1111�, ® Z a r 2 0 CouNn ROAD a, sassA Galm, IN 4tD9 (94) w4.11a DRAWN. C 1EYRICJ= WECi®i Y.T. DATE: 4/0/=0 1SNEEh 12®F1b 1SNEEh 12®F1b vA* Espasom D DWS: ISO LPN MODELS MELD Iwo THESE DETALS AND PING AIM COEODODL AND FRCPSE9l1Y MATERIALS THE OONWNO O THE [RAes10 PACKAGE WIAN O WENnAL AMO/OR PDMZgD I FOMATIOL ANY ONUIXO® USE, COOLL DDOOSIIE, SI M MMM Or THIS PAOIAO, OI ANY OF THE CONTENTS CONTAINED DOM S STISMLY PRCH- OT .IA®1 "M- AND MAY IS OMAiUL THESE w7ELWS ARE PROVIDED TO TINT IIf>p M FOR IEEMRC PESOS OLY AND SIALL Wr IE S'ANFa COPES, OR GUAR" WROD CED AND/OR DISTRISM 70 MARS FOR ANY PURPOSE WITHOUT EXPRESS IMM AUNORMAMON FROM "OBSOI HOES. THIS DRAMS PACK" AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY Or JAIffi471 MCI= ALL THOU" NEWREM OOPrrMOI !Me COPYRIGHT 4-b 2015 . AACCM IDES MOM 1 40M FLORIDA, ALL RIGHTS RESOMM A IN u Nfoo tag. 0401� O9EgM LOAM (AISD SEE DO 3 r-RAEu1DLIDFOS-EPR'. saes DiBI�o IDF¢t- r wfm. 459 O on IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 430 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: MGRAVITY LOAD: 1600 LBS � GRAVITY LOAD: 3180 LBS F_ia I GRAVITY LOAD: 1400 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. I YOIm SD E1000 • •• • E]EINE] N E114FE] DE]EIE], 00 ■IOI TK AM IDFAIN INK ..mD/D 11CIM Y DKLMM O 1A 7■Ymm °� ■ 1■L . 1L PQ7 DYYII Y�r1•i pp ANG OD■ 71Y YYYIO.. ■I11R71R (011-fQ. ■t Ofl�. 7- rAloll Y� 1■x OQ1 x went •Bid fix. ■ ■t>!.m n.lY.'O1N77i IIND fS4Om OP °eS E7Y�DN7 NYM ![>lleAma a■RYY x YA►Ot Nlwrl ni Fs7i7T ANY NIIYANIY til rl■.n xwem,..a■v e■o■ ' Qii1ED v Y/lm R/ ACOIO MOtf e•t Af■ �A.■ •■m.&asmw �01■mf. N FOR ERFLIINI lF601 B DED W INUMYYa OL OD/3t ON S FER ANDM1ATlN1 ON A 91E ONSIIeICifn PQWAIEM FNIIMTINI SYSIF71 AND B NDT OL9GIRD m NDE - M ON-FRAE FOUNDATION LOADS moo loss jIl _ IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 430 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t❑ GRAVITY LOAD: 1600 LBS F31 GRAVITY LOAD: 3180 LBS Fol GRAVITY LOAD: 1400 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 BUILDINUdSTRUCTURE. O EXTERIOR WALL: 045 PLF GRAVITY LOAD 350 PLF UPLIFT LOAD MOD 1066 MATING WALL 18D WH - Nit Pdria e) O 430 PLF GRAVITY LOAD ppD9R D 520 PLF UPLIFT LOAD iffi--�3ppFEEr O MATING OPENING: AylliC.RYfi B5 PLF GRAVITY LOAD -� I -BEAM fOPJ-FP..AME1: . 525 PLF GRAVITY LOAD M Na ALL Im m 1111H)IM1 waOR m fts M Im 'Rom EDGE OF lla las I9O A9 wma.mn ff E7ffC®NSfALLID. 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 w111.1 suwom ��■� rr■ -rpry M Na ALL Im m 1111H)IM1 waOR m fts M Im 'Rom EDGE OF lla las I9O A9 wma.mn ff E7ffC®NSfALLID. 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 w111.1 suwom ��■� rr■ -rpry .a.■-.■n o .. Ar ■..o■l0 .Ir ❑ --u. .w/ N...ee.m. . Il� a 1R v = �i i 1•re • ❑1 a a r t t■m N10 © o •. ■ • . . . . . . . . . . . I� t1d I� ■ a t w r t.AD . a a ■ 0 a o 0 N . Q° 0 0 0 ■ 0 KEEP ALL PLUMBING AND AC DROPS 10' MINIMUM FROM ANY FLOOR EDGE. 7rlr-oCf xwo.r �.ma�e 4 NNm wmxn■a-■max ■.nn.mlm. 71N[S>Y! xwenll■rm.1v ON-!O IOf A1rDNxnFON[AD■ . •■a.. A. -.INK mrrma Nr�i■�iR� n�icrir��. OFF -FRAME FOUNDATION LOADS Oq EXTERIOR WALL: OD 1066 M a 485 PLF GRAVITY LOAD 35" PLF UPLIFT LOAD p� 18D WH - m LUIImote1 O MATING WALL E71'091f1; D 920 PLF 6RAVITY LOAD - 30 fly 530 PLF UPLIFT LOAD O MATING OPENING: 590 PLF GRAVITY LOAD OS1E;NM= A- 7M PSF DESIGN S"C'Se D : tau PSF �`C'Ai�iit s D . 10M PSF OiC7N olar rw wue O � ■rA■ ■.1. •mares OAO■N■Y I® ox■N■D -m O �1.-.,YVa mee,, O O�II.V..I,. OIV o■a■F•■D 1® o al■m..D Yam O mtr ■■A■ 1.11. O mNr ■w rm O'4a.■■I� —M el-D•■w lam Zr O.aAaw► m■n ■■-1■uD O ®l ■w w1D ow• oQ■N■ S l ®Ir m■1•.r lam o 1s Nul 1[ AG 8= tE NaOY/D■■ICnRc a DoaNq m. m Pnr eAYa olaQD am AiA ■DC■ x: OmD OR 3VLc 1.O Er .mW to Mr- ■AwYlt a �%••xD ■Y FLOES mDAINEM OF amp ■Talmo AMO almrumm CONTEND ■E VARK No= ML Em= A F WR,W W OFFERED ON °R ED IT UaDL1N NaQ INS SaM/SMUMM 14 DEN® FOR FRECIM MBAR IWAL1AIM ON A SIE RSIDICIEN O PO VOW FMA70 SIM AID 6 IDt DF90fD m w m NRa w ERECD'D Ot NSTALLFA 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 r.■-1INIM, ❑ weem m ur ■r ID.mAt.•o.. . wr NNaI-earn Imm -rprrE .wD ■ a la lii Nr u ■e�i tv �� aI ■a .ia t� ■.®rr Ir; a a >K r ■Lim ■ s 0 ❑a $am 7m m ■ . p a ale NJ 0 ■ . ° ■ . 0 ° 1 0 1 a I SHM"AA, 72M PSF OLL IDESIGN .-rC'S C . 4L41 PSF �{r'--r� im D . IMU PSF O0■ewN/�l®fCi m>•l ■a. ""aaav R/ O ■■A.I.11D ~ mm m GVEMOM US lam Dm l- O maiml omm m D mue RF R; ®■w rNl■1 o lv OROm■■ Imm No 1- a!■m■a 1� e 121 OODN aal ■W r1D O Nose KAt lmin 0PV ■om•■D Pam am 1r al■m.■D 1/>m o l- O mar ■■A■ ■.1D •Ixla tv 9 oml ■■Al N•1D o ti orl■w■D -m o■YRw■o lmm As 1r a lr flE2 DETA■a AND MANS AM oaNiamm AND PROMO:YARY YA101" = GONIDIm OF m MUM PACNAE CdWAN COFNDFOAL AFDAN F NM® ■•'O NAWL ANY I1MWN0® IFS . COMA 0=02ft OR D6ONSWON O• INS PAOG4 a ANY ?TIE MODC a WRA■1D DMM IS SOMY MONDO) eY ACOIDI NDIES AID MAY HE WAYFIA. T/@ 0"AW AIM MUNNRD m W REM! EW FOR 06= MWO= OiY AND M" NOW E SCANED. CW= OR 01MMIZ WROCIM AIDAM =3101MO m 0114M FOR ANY RNDOO tINOW MRIM NIUMN MIMORATNN RM ,YI =ZN HONIM Ma O AWO PACKM AND ALUSOD 17M ABM W MUM POOL W ACODGA Na164 ALL FNNIN FaSfA1M C"Wff — SAFETY: WARNING: e1elwLlL.O w..mI6A•.IaG1..EmflD.. fAN-� �ewN..e.,,. �1 CAUTION: ww®I�s®wuu.� m�inwawn®a n®um®ro � nawunme rw wu OIY.I.TVE9. wm.uta. EmOa.• r Nm®Ilu■ mwm suv l..uwwlm er mu�ivwnmrra.m�n vw �wiw® �� wiwmm�ewls. wv... roa.umu■ wa FOUNDATION SHE PREEAR,AHON / FOr1MATION: lumen PROUMON: I. S IL ZL 7 N FAR1AIL MUM ■ MRIM UNIM ODEDB SFg1D N ME APP■WD DRANIND PAO= DrRIUMS LOADS SM ON BE APPROVED FLOOR PWF DLTAS(e'1019N AT FADI DD of Fi1W SIEAII r� R 11ML`S m yQI�AID/k ADa0Y00A16 Nl AID DEAD IDA04 MAT MAY 000N Y e0O1 USE RDNa10LL AFD 1RRI■'AL P NE �-0DNI 613DY I1A E ATFADEO DRFTRY m 1W WALL SUDS AT POI ETD DF DM GEAR WNW N FNio m1 Srsm�9ULL � DF!* 4�DT 'A W IE MD {ROBIN. DIOEfA (a ij K ODD6} 1a■ES o ..L SP�m N MI M WAIL D E A PL OF VINCElE.AIL OISMU9FMNO SNALLi M ALA OF 1fEE FiDOt usls mG7FD FF30■ 71E DEAA.AL AND MALL LOCATED ADM A W IfADQ/I"MAY Y TAE FRAIE ALL LOADS TRANSFERRED m FO.DATNI OR-9I , t► ODES MESS GUMS WUM N IFS APPRM DRA1D PAOIAO, OF-FRAIE . ALL ENDIM SEEMIRALS 9WL RAZE A RK OF 7RR RDOI m,a FOOAIED ®A TIE MEAR■AL AL umos m FOA OATDR O _= By OIROM AREA RESERVED FOR LIMG AGENCY APPROVAL STMRPSI PpPROVFO 0 5-5-16 a i No a N m® _am_..... f -Am _tom �A ���n �w Ja. _.■�fr OIIOI�E ar■to 1113054 nant ■m aaK 63802 ;N AZ. 11m0 um5y■o"1"SLMA 009m1. 1N 456A Im4I.ma9. DRAWN: a MWICE CHECM: Y.T. DATE: 4/7A/401e SCALE= J/16' . I•-D' saw, 13 OF 16 WEC: Famx D NO: Iaa mm MODELI MOD toes CvnmW 0 we . mmm max SAFm mna nMOA, ALL DOTES IMONNEA I m ANY AADppGID70qF� AND//pppp THE IN MHaTHE _ANRAADDDOm! DN ' o7HER APPROVED, LLSiFD TRUSSES Wr TE s1DGTnGTED ff MATDWn ROOF ANfAF. sLi3aFWD ImE7L NOT E3(OD3ED. GF AMCHUMTHE OR RETAILER WHO THE ADDITION. ALL CALC S CONTAINED YND®1 THIS PAOEAfE ARE RASED ON THE MAX ALL WABI a DESIGN RODE' ANO1F. SPEtiEL �� PERIkIFiS R �N ) m �1RLISSRIMOOB6T, M7=01. P10RSB02 DESIGN TOMS FOR TRUSSES SPACED - tr O.tl 1GLL. _ 30 PSF TCOL _ 1os PSF BOL _ 0 PSF BCDL - I" PSF LISTED TRUSSES OEM MAY VARY RGo�' /1nt. DW(„�Pa R-W INSULATION pp (GLOM N ROOF CAWTO (SD�IE 111 (SIpEI IGaM 'IE --- ,ftl�5 - ./ , ,1r'7RMSMAX OFFSET) MIL WALL S71� air Oa@ IAP/StUCCO/HARDL (TVP.) 7 2B�p MIL BOTTOM RATE REFERTO NOTE AT ORDT SDEINU. PEM ETFR A EIL FROMM BY DIM TE-0OMM STRAPS AM IW20OO RESITS AND INSTALLED BY DOM Nra 11a 1.w Nos 111NI1ND�vIm m N� M N1M0 le 111E WISH FOIDATIGN RAW ME M7Mm IN OODg AVr�11 Ho® AND IO THIRD PMOY APP OPAL AOIDTW AM ml K AMI ELT AID/a ENQN= OF K MtNO MANS EVIL 110T Et HIM) MW MKE OR LINU FORK FEPMTNN mOl AIDM =11MDIML FWONWA S �1 OF K DEDOII1101OIS SEUCIIaLIL fAI'O DIM AD 91SMM RFL M O A[RE16 !rd �,,A t,,EwL I. TIP (E/a RDm W.A VENtATaN PROVIDED FOR LIPPER LSE OF ROOF SECTOR �m �y WW.E 10,0"' �,A(i ADOE [1Vp 244 San - IF a own VENT NDV®'QIOR A im amatAN65� 1W� Wo 0� INETE RENIVIDa + o SOFT, - IiPER NNIS RtOYDFD BY- o MY. OF OOSON Rao' YFNIS RE01! (TOTAL FOR 1I014 0001 PtAo19fo�A�cIM> �D - 2A4 W FT: TOTAL (MOID65 RRaN A TEAR MWAS AND ROOF VENTS FROM cumum 1M Sam DOOM FIE CAM A auw mAlao ASTM 11301% I TYPICAL ��ORWIOiGED OR FDOD ASII07154, 154,MkI*F(� TYr6 IBaATD 7-L9aO1 RBRATOI A/C IM WALLBOARD - NVAC Stir 1/110R. VDIRAl10i PROMM FOR IDM OO:OF ROOF SWM - ! LDMTaM MAY VARY 42B SLFL - lDE7l OMItTAM: MIT PROVIDE) FRONT VWMN T! REAR OC4) + 0 San _ IDER VI NS PROVIDED BY - 0 maw 0O9N. ROOF am RL9'D mm FOR UOE) ----------------- ------ ----- --- -- -- O---------- - . 425 SQL FL a TOTAL plalES MINNA EAVES HO AND OF M M FROM CALGIATI N 030h -------------- - -- ---- -- ---- --------------- ------ ---- ---- --------------------- cum mmff dk — — (Ttlf- I/ II�.� mp�— MOM 0 I 0 WN PEAE7FR pINGLEI q ; (TP NOO m FOm. R� D A1 Naon W VIVO MOID 1066 M� m mm sum 1mVDTs A CROSS-s ®y �A■E. {q SCAU' Nis ROCIF SIM SOIAIE FOOTAGE UE.V S0 FT, 22I SL FE TOML REQUIRED VDIT (TRIAL OFFER A IDEA) OR WO (E/ VAPOR DEAL) - 3M • TOTAL IPPM VOI T TONALLY PROVIDED: - 2.44 SL FL (IO1105 MWW AND VOIM 2.44 SOFT, _TIPPER 01MNG VENT PROVIDED 0 SMM _ LIPPLR ROOF MM PROADFD D MILL DF 30561L IFIiR ROOF VERB ROOD (TRIAL FOR HOE) MI MUM LIP ER VINT RMLI ED (SOM OF THE TOMS - to SL FIL (IOML EOD VFM : 030I DIFFERENCE BEIEDI RMID A ACTUAL' _ 1 SL FL PASS TOTAL IDES VENT ACTUALLY FROMM 421 90. FL DIODES DII M NO EA%% 4M SOFT: - LOW 0MA00 A SAVE VENT P DMED 0. SOFT, - LOUR ROOF VENTS PROVIDED O O0. OF IMK IDEB ROOF VENS 00 (VIAL FOR HOME) Won LOWER MIT MUM (� OF TE TI TALK - L4'S SL F L C. FEND YFM 1 LSO) DIiN®{'E BEIENI E01E A ACIUM. . in a FL PAS wm r ROOF VEW CAILC AT O f D.C.LIE GETS NE 1.A MAT ALL MA OK S ARE AID AT ALL ONLU N SIRPMT IOM7116 COUAN PERS OWL LL DE30 M BY A RFD. PE 70 ACCOMMODATE ALL LOW IPO',4D AT 71E IMIIIi MOM ALL OF TIE AREDOM soups AID STSBIS ALE ®Om AND INSTALLED BY A BY ERSL AUERw7E MN DESIGNS WAY BE MDD WHEN DMK® PROFESSIONAL PROVIDE M OR RFIERS1FQRT AD I= TRASIEEDR FOR VIE SPEiIIC SWOXURE ISMLLM, �m LIMIT MGM VARY, SEE APR MD FLOOR PLAN FOR SPEOFIc LED WOMMKSl THIS SMMUE HAS BEEN MUM FOR ERECTION M1 I ITALlADIN IN A SITE BUILT P00MAENf FOUNDATION AND S NOT DESIGNED TO BE MOVED ONCE 90 E@C® OR IWALLED (SANE AS TIPIGL DOGE E 20-r. 24d 2S-r. 2E-r. 2IF-W A 3r-e IIOI1001) NOTES: 1. ALL SIM MUST COMPLY WIN ASTM A-38 (30 KS NI004 sT6 o D OPENING - TOP _, TYPICAL — FIOOt LL1EL OROI FiOOt DECKING EN APPU DO MTYPANUA. i' AR SPACE WHEN 24 NOW PERIEM RAL ADD-W EAVE - PER — m67OX110M MANUAL VFN® SOFFIT EM 207HND SEE APPROVED SIRICTRAL PAOIAGE FOR WALL COIST. Acs omma SCALE: MS m SIWARIALL SPECM IEO0MIII! OVDGU0O010M4 GLOM WINE AFPWAD ROM PWI OCOR AT Fi1O1 EMO OF FAOI OWAR MALL DIALL gC1O1} 71E FDIaDAl01 STSI101 9W1 BE EESOm 0!6EAS� M 9iPOR A DIOi THAT MAY ocom M SardEFTNE6� i3,IRA�R�i1Le AND YFRIM RA UL TIE ME -CM 5151101 SHALL HE ATTACHED DEECILY TO THE WALL STURL AT EACH END OF EAOM SIM SE WIT LL 70M0 IMEM AWRIATE IOAL Dd DSISa DE56iD BY AN ARtltRIIT OR REOSIEAFD PROESSIMAL DIOM ((OM-SIIQ BY OIERSi am Mm almomm M TIE APPI n PERM} 01-~ - ALL DOWALL SIEARRALLS S1MIL HA'E A MIL OF THEE FI00t JDEIS lOM7ED mDW ME DEARWALL AID SwLL MOOTED A00LE A Stab NiAER/1 n M THE FRAME — PETOEDA BIDOOD S LOCATED AT W 0G YAX SPACD AID ATa,-.— TILL OFD— N 71E Saa3MLL ia,- THAN 4r. ALL TE-OOM SOAPS AID D B OOD S'15IE16 AL NAME FOAM INSTALLED M OTTERS ALTEDM W O! DESIGNED DESIGNS A R MAY E ILO® WHO! D®ER M A DMEEW1D DOoEm l0 PR TU ENML OM THE SPECIFIC I T AID tRE TdA16ER FORALL RE AMONs10111aH LLSBEL BE D MIED Fr AN AROEIELT Olt RE3LR m P.E. Off OM34 UNLESS 01HERIWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE MNSiRUCTON or THE BUILDING AT THE FACTORY, THETltfWORE. A MINIMUM 1 1/r BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM I I/4' REARING. ALL FOUNDATION DESIGNS ARE BY OTHERS z ALL LAD SOREN MUSE COMPLY 1111111 ASTM A-307 03 3. FOR FOUNDATION SPEfhM REFER 70 THE FOUDA1tW PLAN ``�lW DE30m AND ENGINEERED BY GOER^ 'OFF FRAME UIP 4. ALL FASTENIM INTO TREATED LUMBER SHALL BE APPROVED m14. FOR INSTALLATION IITD TREATED 111E . 5. WHEN THE ARE/4BENFATH THE BUI DNG/STRUC URE IS ENGI.Q D. III FRAME OIr. MN. a ML POLY VAPOR ORDER TEIM OVER ALMA BELOW THE BUILDING OR SRD_C_IURE (OFSBE BY O7FkaSS].. 1H6 YMOt RAIdD3t IS RE'OMOD.11Y JIL4170g71 I1010S �¢tiumiL�� OF CODE FE911NOk]L�S ANSPECIFICATIONS GLUTTING TVAPOR BARRIER ELL EFFECT AM WADZA OLSFWB OR RMIIIFD BY JAMBM HOMM THE FACTOR' 1RALISKTATDI 1W0O7R S LEFT ATTACHED D TIE STDICIU E AID 195 UTILIZED AS A SMOURAL CO PO ET OF FLOOR MIE11 AFIER THE OF THE BNDMO�IMDiI� A11A71O1 CONIS?RUMONI S WFICAMON S: UMUNniglkL rAVTM Nma 3 MN. OF OAIeDE MAEM¢ I MAQ AWR MIL ROOT AaM RED REDEY 66 OF R tdv w m a R1® TOM DIKMN. I or AV= • F OMIOAM mom r Ma1NO T RaM XW VAO MDOYAOC Ir OO. FOCI A= w OfmMM e71tDl L1 R A DORM FIAIE O X* t• OP A MEOO YACI- eDo 7? Rua Iplr�t O1 Oi A ML EIATEQ 7/Ir NA a MOO witp m DO® effi - IM11 Dm 0>m a W/ GA24 �DtfM1 � m RL MST, 11ME WA AMta LTR.T N Fm DEIOM a WTAL O1q m1M DIIIRO I/r emu Ole•.) DORM MOF tiwICREAL O Rm 111110131111111 l: W MA wWD Mm W1ID (cam 7111• °NIm& Fmr 11faw Ka",AE gliff" AX 7f10 mm D DDOY WO aL WID Ofrot D DEIO'I wLI �e O NEAT MI6 QER D 11OW WID RrE Tm mm D Dow DUCO EOM! b i 8 ES•IOSL.®ELA =mfism M11K1 6 uRM 'L / of Iamb = 0 O 1fatON PA11 TV IE11Ee o I CI AD�L u11! o �IDmt o P �E G% i I OF UNOM LAM ! j v A® a�Owm tywaM ROOT MEAKM Msn F$ UD/Mff/&J4 ROM FORA O am w MIL am"Im R-if OIL O N01L01 mE raw 11111AIM 1-21) 111111111 Woo= Nr OL A OF Am I>QE a / OF OERIM Olm I MW MIA== 40 Wa WA M WATO TALC flmF1C r14 tIESE DETAILS AID BANS ALE COEDENRAL AID FlmglkGlll MATERIALS THE mI17I15 OF teM I7wWw PAOfAOE COf Wi COEDDt011L AND/Cot PRIME® IWOIOMA7IOL ANY UIIAIIRIO® RISC Dal'1116 vm ^_m: a ummrOOR OF TIE rAOMO , 01 An OF 71E =ROBS CO(TMED TEE301 Ms s1111CRr PROEMIED BY dAOESEA1 I1OlS AID MAY BE MIAWFM. 71ESE w7EAN9 AIM PROVOEIG TO SEE ElPDIT FOR ISECS,C PURPOSES ONLY AND SMALL NOT IE SEMINAR. COIGN, OR ORERMSE REPRODUCED AND/Olt DISTIRIBUDD 70 Onma FOR ANY PIaPCSE TRRDIir E76RES Off" AUDommut FROM ammm 1oDS TIE DwTED PAOMGE AM ALL Rs CONTENTS AM THE DOLSIVE PROPERTY OF JACOBSOI HNS ALL MOBS ESiRVlL COPIIOMT ale WE R 70 APPIDMD C0 SIRUC 1O1 PACIADE/OETALS FOR FAMED 3 ROOF SWAUMG r4 SCALE: NIS AREA RESERVED FOR UST)NG AGENCY APPROVAL STAMPS: PRO 0 5-5-16 No N aFW r. mwo DFt YfFffia MOOML_ COMMBS W/ 2014 FLORIDA RES COOS 63802 S ONA�-���`� �I ® g Z 8 22024 ODUNR ROAD 1e, SM 00911N, IN 46S29 REVISIONS A BY I DATE I& 10 11, M.T.ATE: 4/2e/2mB CALEt 3/1e- - 11-0' SHEETt 14 OF ]16WEG EADWel MODEL: M cwmmD 21 me . &ZOO 11 ADDS Waff NARI OR, FICA ALL WITS MOMETL m ANY ADOROHGSI AIDPoR � N W ICH AN AIDWITON(Sy ATTACN(6) TTOo.THE HOST 6 THE SOLE RESPONSIBILITY ,N72 FAwcKl 1 m affix JiDano xOF No na 71 PL PNt1Y APPROVED. ANfSE lomi x swi Amci(0 ATKIN TON YAC SVBMBA1ED ff IUtiAN N NOT EKfFFFDED. CE THE COJ7RAC7GR OR RETAIFR M O DVSTALIID THE ADDITION. ALL C ED N THIS ALL CALL'S COTTAIED MIIDI 71e6 PAIXII,E THEROOF DESIGN R ARE CHASED W THE MAXN•• r•.i a DE E ROOF ANOF. SPEOF7EID. HELDu^L D Q SMIS L PI NOT HELD n7o®t a luxe YN tie L O NPO WE Meal) BM R O SING T u FSAOYNQ T x aWBOTIMRNIs aelieHOTAL olWaRxTN AND SYSTBO REu7WD 11EE1B PAL p��7Q1p TOP (9/0 RIDGEff�JW)) VOW31ON PROVED FOR IiRER 501 OF ROW SECTM �m m(A�l �y 1SS�V V1P� v „GO t�twr�tllL ,$P REAR OVERHANGS) RIDGE N7W (T4.) + 244 0 SOFT.. UPPER VENTS PROVIDED BY - DROTT ! 0 NDFL W DOSON ROOF YOBS RIIfi (IOTA. FOR HOME) - 7M SL FT. 7mAL (INCLUDES FltOrt ! EE/R O1WC5 AD ROOF VFNR FROI GlGeA70 N10V) DESIGN LOADS FOR TRUSSES SPACED . ,0' O.0 m ,GFge_, ip.•-j09t"� gi„ngY✓ - 1 ta°5 PSFP 1��T�0uT�W BOX.. = 1o.e � USIFD 7RUSSES pt°'�(,YV� W�"p-"-glN�- DF9N WY VARY R°;E,,fYdi SEFAINTRUSS IO uA uu ro rnrn R-30 INSULATION MDN IN ROW CAVTM I/IRN (SNOLLa 70P P1111�E I I/Y' NAX OFFSET) --- 03 WL WALL SRDD61ir WQ) LAP/STUCCO/HAR)L (W-) YN MW h FOR %ffW R)R WS XY (ERAS REMOVED BED IS)Aun" Rm.Nx FaW1M �aaD:sim mra' nlDo aIOO REDWWR I-aw HAOr MUM IDEXOF ROM tm.CO OY oO ®f OA7o 1/r GYPSUM ) I I INT W0711 VARES ACTUAL F10aR Z=M 2M SPF p WINNOW WALL TOP ! BOTFN SEE FONDAAN AID AIOINNO PLAN. ENGINEERED •• R-72 J/ om Pi) BT-0DETB FIR OF-91E IWALLATRL BIANnT INSULATION VA01..AOGSO ST:TYn _ 6T ..TIC R on ro DOUBLE POWER (WIND LIFT IF" I STS = rrp. CROSS-la11MON SCAU: Ms Ado H6HMTED FIYAC Y IAI�Tl1. N\ ! LOCATION MAY VARY 22 SPF RI NNYRE ROW PERNETER RAIL lr RCAL) OR RROE UEYI -TYPICAL NIL71-SEL'IRN MUTING LIE -214 SPF /.T 1/MI WALL MM / le BC (IMP.) -]/! IIIIY GTP9Y SOUR - OA551T FiE91 WATER S iX%Y (IMP.) - ELECOn. (W.) --I t' AR SPACE NNNNI 214 ROOF PERNED RAL ADD -ON FAME - PER — CONSTRUCTION MANUAL i F%I��l FIE A,R - ) CUM BOA ASTIR D310L y AM DAB, 6ASS R OF YNYI Z. NSLIAT01 = Yc ASTIR EA 13 )ASS IA .14 FELT (OE EOUAL) NYC TEA 170-6]-Y M WA1180AR VEND ATiN PROVIDED FETE WER 50 OF ROOF SWM 425 SOFL . IDER GUANO ! EAVE VFM {W01DFD (�T a REAR OVERT AMM1) VENTED 53, � + 0 SOFT.. UM VENTS FBOYDFD BY - 0 HRL OF 5CSQX ROOF VENTS On MIX FOR HINT I --------- a78 SL FL FOOL (NOIRES OIULNT.S FATES AID ROOF YE7115 FTRHI CALOIAIEII mDh Rfi. 9FATIOIO �, ---------------- .L aRIHe NOW y W—u- BIDE ATROVFD STRUCTURAL PAWAGE FOR WALL OONST. LIT Iss NOT 9RIN N TWO Aco 0 WIL Sin NROW )POND - TIP IIOM FOR CLAIMBI-110 TYPICAL S •A] �.: WS IYPNIAI FEAER/SL PFR CIXSIRUCIIOI PACIAOE tI FIOOT �D�(IYR'Ay m UNIT GALS VARY. SEE APPROVED RDN PWI FOR SPEOM IIIT INUM do THIS STRUCTURE HAS RM DESOED FOR REICRN OR NSTALLATM ON A 9M GILT PENA1ENi FOUNDATION AND 6 HOT PERCHED 70 E VDVGD ONCE SO OWED OR SWAM (9REH As TYPICAL DONE Ili ROW. 24-W 2V-W. ffi-W. 7C-T ! 3r-W ICUM) ROW SYSTEM SQUARE FOOTAGE mm0 SL FL _ 2N SM FL TOTAL RIOTED MM (I= UPPER ! IOW) . 300 (./ VAPOR BARER) 300 TOTAL UPPER VENT ACTUALLY FROVRER . 2A4 SO FL ONCLIES DTNNNS AND VENTS) IA4 SOFT:. UPPER OWNS VW PROVIDED 0 SOP , . LEPER ROOF YEAS PROVIDED 0 INL OF 90111L IFYER RODE VFRS REVO (IOFAL FOR ONRN UPPER NUT RIOTED 0OR OF 'RE TDIAL): - ,45 SL FG 1100E IO'DyDNT R OSO) OFFEWiCE RETWE t IRb ! ACTUAL.• - t SO, FL PASS TOOL LOVER VENT ACTUALLY FOOYM 4M SO. FL MOVES MUM AND EAV0 425 SOFT.. LOER CHANG ! EAVE VENT PROVIDED 0 S L . LONG? ROOF VENTS PROVIDE) 0 NAL OF SO4IL ROBE ROOF YFRO IEO'D D1AA.TDR HOE) WUN LONRt MIT REQUIRED (SOB OF TIE TOT - 1.. SO. FL (BRA. REO'D VEM a BSO) DIRSOICE ElEE7H REND ! ACTUAL- 2N SL FL PASS I!n P.®®F scm: Ptfs NOES: 1. ALL STEEL MUST CWLY EDP ASTM A-30 (W N9 IDIIRIM} 2. ALL LAC BMW MUST =01Y WITH AM A-307 3 FOR FOLMAION SPEMCS, REFER TO THE FORRATON PLAN DESIGNED AND 04GNMM BY ODORS 4. ALL FASTENERS INTO TREATED LUX ER SHALL E APPROVED FOR INSTALLATION DIM TREATED LUMBER. s WHEN MALL a � PaLY vAREA SEAPOAIiTMBA�RM RERE ODOVERAREA F THE BURDNG OR SRRHC (CAL - IS REQUIRED BY JACOBSEN HOSF%=OFH6DEVAMAND MFICAAONS OBTENG THE VAPOR BARRIER VILL EFFECT. AN WARRANTY OFFERED OR OILED BY JACOBSEN HOIffS PRODUCT APPROVAL RH]( % S REOIW m SIFARIULL SPECIFIC NFTRW90k OYERTUR IPLAN �RG LOADS SIREN EN FEE APPROVED ROOt DOCAR T EACH 00 OF EMU SHEAR WALL SEDE]if (WAIL. AEFCIIOI} THE FOUNDATION SVSIEW 9WL EE DESOED EOY WDELS� TO sEEVVJR AD/GR WA O ca AL E�04D RIVE AID OF/1D IRtLS FACT NAY 1EO N BOTH THE HO ZI-T AID MROAL PLA 04 THE WALL GOAL SZAT E CLUE BE FETCHED EAR SEWN N 11E WALL 571105 AT F/IW EID OF FAOI SPEAR SEDBDIf ONCILT TD FDIADA7IW/CiOI1D m ED{NIFR AOED%lE LOAD. ALL FOIRA7IN SIS klti sxAL BE E90ED BY AE AROf1ECT N RFmTEiED PRM33MC DOW (OFSTIL SIT *THEM NORD HBERIEs N THE A14ROVED -CRATE � ALL F)D1ALL SEFMWALLS SWILL W1ilE A IEL OF THEE FIOOt ANTS LOCATED ®A 71E ..A... L AL LOADS TO TONDATEN OF-AHE; BY Grim UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE. JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. 7HEREFORE: A MINIMUM 1 1/Y BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY 7HE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 11/2' BEARING. ALL FOUNDA-TION DESIGNS ARE BY OTHERS m� 0, 'TFF FRAE Olfi THE FACTORY TRANSPORTATION CARER B mA RDRMD FRON THE STRUCTURE MOUNT THE (` 1W OEOND'S I6WIATDM 'OH FIIHE ONii THE FACTOR! 1RANSSWAGON CARRIER B OFT ATTACHED 7011E STRUCTURE AND 6 UMB D AS A STRUCTURAL COED ET OF PLDN SWEN AFTER THE H6TALAT101 OF 71E WIDI SA IRUCTU E CAOIgS MV 4110RR 50KI FICA?IONS: ar�lrwe 7NOL H T ALB! Ours HIGH HOM N 1!L HOER OF MALT AMM r HIDE TM I W= ALE oL FLOOR MM IOOYAM MOOR E mo 910E DA ONN IS/Jr OWNOR PLYWOOD BOON WOWATOL FLOOD WASH R-n LmAl A'A tT BOON AN TACW a Ir O.L COON il! NA FOnI ROOHO NA WRiP>0 sum IN wr P WOIIOI RAT[ OX* HN. 9103WWM "MOM MM WALL OOWATO4 R-'H lopMAR P* L !► /3 IL Omolon 7/Ir AA a TOM RAW OO OWO W>m - ROAN CUM I L OOOO NOHOW G= Bnm• ue Fes .as WIO WYL Flo! WA MMIAM C".) ROOIO Wnln an%KOL Cma cmm vomon I/N' amm CRPJ Row oOAIDH 11 wDFb NOT RIe1CRN110RO ROT anno® 7/Ir NA RAO we= IS® (WET) UM WYOFL FOOD HROOLM =NG MOO, Ir OC COI® XMW AN 20" Am Toe MM TN OEM CND IWL sm HWm1 TO now CAI) WmR O 0 Tmi i o@S I TWAT TLC OEFH1 TO BMW GIRO WM TIM wo TD DOW MCI NOVA! M N 25 0 T wM ODE I MIMIC i — 31311E UL HRa T MAIM 2 / OF Aiffi1e W h 0 / aDROe CAM W/ IWWOO O / OF WAT M IWA7Of I 0 T ATr�e WARN 0 0 T WOflmo Mlat OOKM e O IWOOe MM W/ I101O o IRIM iWAIM W® 40 WWYI 0 OF WTNWNp IAV! I 0 T AC®e MIEN COST! 0 0 mn O N WA70 WATER TOM BWOIC REFER TO APPROVED 006=1061 PAOTAGE/OETAL4 FOR FASTENING ROOF SWATMNG PIS SCAU: WS AREA RESERVED FOR LISM)G AGENCY APPROVAL ST7 "S: pPROVF—y— P >o rW m®wwo 0 � n O 0 5-5-16 ti 000.s I ° A N NO Z � C ytn 5O W malom Oman" l.e®INIiI.el� I A Tau TT TIW .IOW FYI CARTER �' ��.e..TrK�Nor vlY��r ar o NroR•i/A�C�71i m�iTm.iN•'NF n�i 7KuOl�ui® COMPLDS W/ 1 2014 FLORIDA REEL CDOE; 63802 • `_ A. .1 Iflllllll � Z 2202000UMY ROAD IM, SLRW A OO:No.1N 466E Es41 w0-ms NIL. 0 z 0 a REVISIONS 0" BY I DATE [n\ DRAWN: G NYRtrJ ON c=: Y T. DATE- 4/2R/wte SCALE- SHEET: 15 OF 16 WETS E59com D DNS: HID MPH MODEL- MOD io00 THEE DETAILS AND PLANS AM COFEDNDAL AID PHNOFMETMY MA713a" ME CNWHR OF MO DRAW O PAVAN CORAN COIDDIIAL AND/W PRIMES D IFORN AI M ANY OHAUDIO® USE COFVNQ, DMOLOW E OR 06nfflU HOH OF THIS PACIW4 OR ANY OF THE CONTENTS C070NID THE REK IS SDNCO.Y PROMIm BY AACWSOl HIDES AND MAY E UN Ai1L THESE MATERIAL! AIM OWYMOR !d 20IW . AWOOSEN HOES SAFETY HARD^ FIORD& ALL W M Is7:VEL PROVEED 10 THE RIISFJIT FOR SPEGRC PURPOSLR ONLY AND MOLL HOT E SCM4336 CAPE°. OR anuorum REPROOUOD AHD/N DUOZE 7® TO GIHIOM PON ANY PURPOSE EOINT E7PRF$ ONE= AU OORIZAMOI FROM MADOSEN WOMEN IM DRAVING PAOEi10E AND ALL ITS CONTENTS ARE THE EXCIAM M PROPERTY OF JAA=M HIO EL ALL MATS RMIORMa COPVHNT ilW �lwy- II 11 �'•-` • t� I =RRH Gs/smucTlmEs THAT ARE INSTALLED IN WOW -BORNE DEBRIS REGIONS SMALL HAVE 1m.T0NS 1D PROTECT THE EXTERIOR GLAZNG N WINDOWS AND DOORS RUM TO THE FIGURE 1009, FOR REGIONS REOOROD THIS ADDITIONALK PR07ECD01L CONTACT 71E LOON. BUILDING DEPARTIENT/BULDINO OFFICIAL TO DETERMINE IF YOUR SPECIFIC AREA IS LOCATED N A WIND -BONE DEBRIS REGIDN. THE REQUIRED PROTECTION FOR ALL EXIFRION OAZNG MAY BE PROVIDED BY THE FOLGIMM NOT RE"VAWN IMPACT UslaAW "NOOMA'S AN I • RNE DEBRIS REGIONS W/ 140 MPH MAX. WIND SPEEDS (PIA 1609.1.2 OF FRCI: WRDRBORNE DEBRIS REGIONS WITH VEND SPUD IN ETM OF I" MPH G69 MEN MAXI. OWMD 7/16- NON. APA RATED SHEATNNG FOR OPENING LIP TO 6 FEET MAX THE SHEATHING O PROTECBWI OF EXTERIOR I$AMNO N WIND-BORNE DEBRIS REGIONS VIM WIND SPEED SMALL BE PRECUT SO THEY MAY BE ATTACHED 70 THE FRAMING SURROUNDING THE N EXCESS OF 100 MPH SMALL BE PROVIDED TO COMPLY WITH 7HE an■,I,A ■nN6 mDE OPENING CONTAINING THE PRODUCT PITH THE G AENR THE PANEL SHALL BE PRE- CHECK WITH WA LOCAL BUILDING DEPARTMENT/BUODING OFFICIAL OR A REiS1ERED DRILLED AS REQUIRED FOR ANCHORAGE METHOD. ATTACIYEM STALL BEN ACCO� PROFESSIONAL ENGINEER FOR THE REOUIBED PR07ECTION PROCEDURES AND MATERIALS ANCE WITH TABLE 1609.1.2 OF THE FBC (SEE BFLOW�, WTiH PERMANENT CORROSION ^`" `� m A�SE'■rE OF NIMIA oN FROM rOL4T LIICM_ BUIDING aFFTaA• c aR A RESISTANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE LIGVJ59LIN THE STATE OF FL THE Fd! Owu6 E8QG = --- BUILDING ISPE761MTIED FOR BUILDINGS WITH A MEAN ROOF HEIGHT (�) OF 45 FEET MAr MF PifLLOW47L OR LESS (140 MPH MAXIMUM WIND SP®). THE PROTECTION! FOR E7tiD60R GLABNG MAY BE FRONDED BY APA RATED SHEATHING INSTALLED OVER THE OWS AM DOORS PER TARSHEATHING E-13-1. SPECIFIED SHALL BE PRECUT Al:D PREPARED WITH ALL REQUIRED FASTENERS TABLE 1609.1.2 WIND-DORIE Dk9001 NR07FDDDOX rASD11D SCHEM E M ROOD SDRICDiAL PANELS Yww� ■.m MI W� M •TOMµ■R hIN6 A1V■f hFAllNf I.N6 MY w ■owm ■ ■ ■ ■ r a R®P /A ism ■ ■ ■ ! Wwm r ■ ■ ■ L THIS TABLE S EASED ON A MAXIMUM WIND SPEED OF 140 MPH A MEAN ROW HEIGHT OF 46' OR In& 2, FALSIEERS SHALL fE INSTALLED AT OPPOSOIG END OF THE WDOD STRUCTURAL PANEL. 3 • WHERE SCREWS ARE ATTACHED 70 WLSMW/SNCC% THEY SHALL BE AITACED USING YWIBLiOI MOOIS NAYWD A 1504 WDYtAMIN CAPNW. FLYMCD AND FASWXD TABLE TABLE -Ted 1W MPH (3 Ss O M MAX - EIWOSBLE C MAX o®a R,m M iRw■1■ Fw� Or K■■Y ARb R1m t■/1 /III M■w r°GR■\®■ ax W�uAw b,nm wVNRW ■A,.q r■e R.wa■ (aslNlbw 4r r061•L■I■■ crm -m � ,Ar r1r A■b Rb O:YD w•op ron.Av. ■As R,rO WL■�Yw ■■®■•� RSI��D Ion L THIS TABLE S BASED ON A MMBLMM WIND WEED OF 150 MPH BL MEAN ROOF HWIT OF 45 Tt USE /10 SCIENB ■/ IDNOIUIY 2 1/Y SCIEWI PEE7RAlION N10 BIBLDNG WALL FRAIDKN S. FASIDE7t5 SMALL BE IbTAUED AT OR4SNG D®ff TIE WOOD SIRUCRIRAL PANNE. 4. WrE7E SORM ARE ATTACHED 70 MASOM/STUCCO. THEY SMALL BE ATTACHED USING 1101111111 ANOM HMV= A IMN WDDRALLL CffAWL OTAMED -BONNE DEBRIS REGIONS WEH WIND SKED IN ERCFSS OF 150 MR (MAXTMUAQI PR0IECTION OF DCFERIOR GAZING N WIND -BODE DEBRIS REGIONS WITH WIND SPEED N EXCESS OF 150 MPH SHALL BE PROVIDED 70 COMPLY YEM THE M II■■AA No■ nND CODE CHECK WITH YOUR LOCAL BUILDING DEPART ENT/BUI DING OFFICIAL OR A REGISIEDED PROFESSIONAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATMALS PROTECTION OF DaElUOR GLAZING N WIND-BORNE DEBRIS REGIONS WITH WIND SPEED OF 150 INN BUT ./ AN DWD9RE WFATER THAN C. MOLL ALSO E PROVIDED PER THE FIT: CHEO WITH YOUR LOCAL BUILDING DEPARTIONT/BLULOOM OFFICIAL OR A REMSIEAFD PROFESSIONAL ENGINEER FOR THE REDIARED PROTECTION PROCEDURES MID MATERIAL.& ALL DESIGNS FOR THESE AREAS ARE ON-SIPE, BY OTHERS. . ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGION. WHENEVER POSSIBLE REMOVE THE MOUNTING SCREWS FOLDING THE WINDOW OR DOOR FRAME TO THE WERIDR WIN. PUCE THE REQUIRED PLYWOOD (SgD PER TABLE 12-1) OVER THE WINDOW OR DOOR AND FASTER THE PLYWOOD (AID FRAMNO MUM READ) N7D THE WALL FRAMNG THROUGH THE HOES W ERE YOU PREVIOUSLY REMOVED THE FASTENERS tF YOU CANNOT INSTALL THE NEW SCREWS TIROUGH TIE WINDOW OR DOOR FLAMM THE MOBRN OEM F7IIFIEL:110N WILL BE METALLED DIRECTLY THROUGH THE Dt7EMOR &DOG MATERIAL N1D OE WALL 3Z . � R � FRAMING IF THIS METHOD IS USED. ONCE THE WIMD-BORNE DEBRIS PROTECTION IS REMOVED. THE HOES N TIE SIDDIG SHALL BE SEALED WITH A SOICONE BASED CAULK TO PREVENT WA70 DAMAGE TO THE WALL S[EA7HNG BENEATH ME EXTERIOR SIDNtN N ALL CASES.. WHEN THE WIND -BORE DEBRIS PROTECTION IS REMOVED IT SHOULD BE 570M AWAY FOR FUTURE USE. FASmBD PROD FER TABLE 1i�1 7/I! SNICAEIAL BRAWN; OD D :ADWAP um RAWE ? N ALL ICES 150 MPH MAXIMUM EM N FIND IF EACH NSLfBLATE "CRIMMAL 1. 4 BRACE 70 IE MOD A /D . 4 1/Y SC EWL SPACNG PER TABLE 12-1 150 MPH MAXIMUM BODE 7/Ir S IA7IND 70 2. 4% / TRIM NOR NAILS 07 UM APO MOW CO® AT r OC MAINMN &PAGING (W6 INCLUDES BNEAWND WAN TOOTED AT CENTER 2 ■ 4) .W.IENOTH B 1 B/r . BNB N TIE FLYWOW UL OCR UM FRAMING . SMEE 70 BE NICE 11En6 UL E 00 BOBO Same MN. E TABLE 12-1 AND NODS FOR ONID ANFFR■WD PACED 150 MPH MAXIMUM NOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd UNLESS OTHERWISE NOTED LOOK! Ul 83802 ;. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVfD No WN 0 5-5-16 NO eo Nail tN,oF■n y0 ■alol ■m , t • ■your m...on..N.ac 9 .,.ne.® b■xx. o � R■■W ■1N An,vx W oa■■ x H�IA o nix NRr vAorr v Nla A� CCARTER B'P I"'■aRomirwNil�rNx''xA■�iui"''`�i■im COEUES W/ 2014 F1OMA REEL COIF, I. •' K •.. .i 1111/Illl����� 2Eo20 muNtt ROAD u, D.IE A GOMM N 46628 ISM) ■]awls REVTSTONS Q BY DA7TE '0 0 DRAWN: a MIYRME 0CIMM: M.T. DATE: 4/M/2MG SCALE: y/te• — P-0• SIFTERS: 16 OF 16 HIEC: Evmm D DOS: ISO MPH MODELS Mae, 1DBB THESE CETALS AID RANI AE COWIDEMIUIL AM FRORBETAKY MATFRWS THE CONWIS S THIS WAVND PAIXAE COMM COiICERFAL AND/Olt PIUVIU= "W"TEK ANY LIMUDIO® 1RF. DW W:O. Rev{ m mmmw N OF TIRE PA=w. oR Am OF 7E L wmm COITN® TI m B SI-C PRMEM BY MOUSE N HOE AND MAY BELRui11L THESE M MESNR ME PROVIDED 'TO TREMPI NT FOR SPECIFIC PIMOSS (* AND LY ASMALL NOT BESCANNED. Cd'RD. 1R OIMSNSIMSE RAUM AND/OR DSTRBBW UTED 70 OTHERS FOR ANY PI= WITHOUT DIES WOMEN AUnKIWATICH FROM AACWSN HODS THIS DRAYND PAO:AOE AND ALL FM CONTENTS ARE IE ECCLUSK PROPERTY O' JACCOM HOGS ALL ROM RESERVED, COPYRIGHT DI■ WFYDOH 0 me ..RAC OM NOES SAFETY HAWOR, FIIaWA ALL MOH816=VM REScheck Software Version 4.6.2 CN.J Compliance Certificate Project Energy Code: 2014 Florida Building Code, Energy Location: Jensen Beach, Florida Construction Type: Single-family PpPROVf Project Type: New Construction Conditioned Floor Area: 865 ft2 Glazing Area 12% (0'0r5-5-1 Climate Zone: Date: 2 (307 HDD)Permit Permit Number: Construction Site: Owner/Agent: No 63802 •; :fit• Designer/Contractor: 5/5/2016 Compliance: 33.9% Better Than Code Maximum UA: 257 Your UA: 170 Maximum SHGC: 0.25 Your SHGC: 0.25 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 865 30.0 0.0 0.035 30 Wall 1: Wood Frame, 16" o.c. 1,172 19.0 0.0 0.060 62 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 100 0.300 30 SHGC: 0.25 Door 1: Glass 40 0.300 12 SHGC: 0.25 Floor 1: All -Wood j o ist/Truss: Over Unconditioned Space 865 22.0 0.0 0.042 36 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 2014 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Felipe Ramirez - CAD Tech 2�it,2 05/03/2016 Name - Title Signature It Date Michael Digitally signed by: Ml��hael G Tomko AI&CV 'bN = Michael G Gio koC=US D e: 2016.05.05 14: :57 _°4'°°' Tomko Project Title: I Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Pagel of 8 REScheck Software Version 4.6.2 e C�(J Inspection Checklist Energy Code: 2014 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. 103.1, ;Construction drawings an' x ILJComplies ; 103.2 i documentation demonstrate F �' Does Not 1 IE]Not [PR111 i energy code compliance for the �x N s 1 Observable ; ® ;building envelope. .; x > , 3❑Not Applicable 103.1, (Construction drawings and 103.2, :documentation demonstrate ❑Complies ; �QgK❑Does Not 403.7 ;energy code compliance for��g r �� [PR3p ;lighting and mechanical systems ❑Not Observable , ) a I Systems serving multiples []Not Applicable ; ;dwelling units must demonstrate compliance with the FBC, Energyg� 1 /^ =Conservation. { f 302.3,E f❑Comlies i Heating and cooling equipment is , Heating: ,Heating: p 403 6 �, , sized per ACCA Manual S based 1 Btu/hr 1 Btu/hr =❑Does Not on loads calculated per ACCA 1 = 1. Cooling: Cooling: Observable Manual J or other methods I }❑Not E ;❑Not Applicable E 1 Btu/hr Btu/hr PP approved by the code official. Refer to R403.6.1 for full details. j s Additional Comments/Assumptions: 1 High Impact (Tier 1),' Medium Impact (Tier 2) 3]Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 2 of 8 1 303 213 A protectivecoveringis installed to [FO11]z protect exposed exterior insulation A and extends a minimum of 6 in. below grade. 403 8 O Snow- and ice -melting system controls fFo121�� Jinstalled. Additional Comments/Assumptions: []Complies 1 E[]Does Not ' ;[]Not Observable ,[]Not Applicable ' t[]Complies E[]Does Not []Not Observable; []Not Applicable 1 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3°' Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 3 of 8 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, !average). E ;❑Does Not table for values. 402.3.3, ; ; 402.3.6 I❑Not Observable [FR2]1 z ;❑Not Applicable ' I ( { f 1 E 402.1.1, 1Glazing SHGC value (area- ; SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies 402.3.2, !weighted average). 3 I❑Does Not ;table for values. 402.3.3 [FR3]1 ' f❑Not Observable i I❑Not Applicable 3 E 3 E f 303.1.3 ; U-factors of fenestration product��n [FR4]1 s s t* ❑Complies fare determined in accordance � r - s � � ❑Does Not ;with the NFRC test procedure or * �� ,taken from the default 13, table.` `❑Not Ovl,bservable ❑Not Apxr- plicable 402.4.1.1 ;Air barrier and thermal barrier ' t ❑Complies z [FR23]1 'installed per manufacturer's�*-", gg XK ❑Does Not I I instructions. a E 2 ❑Not Observable _fe - x,„fly❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Coin lie s ; [FR20]1 I is listed and labeled as meetin ' P g ' CDoes Not I AAMA /WDMA/CSA 101/I.S.2/A440 * 3* , or has infiltration rates per NFr%%- w ❑Not Observable S s ° 3 - {-�, - []Not Applicable I r400 that do not exceed code �r � � � , (limits. ; 402 4 4 IC -rated recessed lighting fixtures b'A 7 ❑Complies ' [FR16] sealed at housing/interior finish ❑ } and labeled to indicate s2.0 cfm ��* kF '� Does Not E leakage at 75 Pa. h E ❑Not Observable ; ❑Not Applicable 403.2.1 ;Supply ducts in attics are*� �� ` # ❑Complies [FR12]1 i insulated to >_R-8. All other ducts ❑ I in unconditioned spaces or Q Does Not !outside the building env elope.are ` 1 R` ❑Not Observable ; !insulated to >_R-6. y� -.��❑Not Applicable 403 2 3 "Building cavities are not used as h ', ❑Complies I [FR1513 3 I ducts or plenums. ❑Does Not 3 []Not Observable E ❑Not Applicable ; 443 3��, ' HVAC piping conveying fluids i R- R- ,❑ComE 1,4­plies [FRIIjz above 105 °F or chilled fluids I I❑Does Not I `i below 55 °F are insulated to >_R- . ` 3. I I ;❑Not Observable I ;❑Not Applicable 3 j 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR2411 (piping. ❑Does Not ' * ❑Not Observable ' ❑Not Applicable , 4Q3 4'3 Storage water heaters not a : ❑Complies [F26� equipped with integralP heat traps , El Does Not and having vertical pipe risers* jhave heat traps installed on both`, ❑Not Observable ❑Not Applicable al inlets and outlets. External heat traps installed per code 403 4,4 1' Service water heating systems 9 Y , k ❑Complies 1 are equipped with automatic E jFR27j2 temperature controls. x ❑Does Not f ❑Not Observable ❑Not Applicable ; 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3', Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 4 of 8 403�1 A separate switch permits the ❑Complies 2 N w 4M power supplied to electric service M`_❑Does Not I jFR28]� water systems to be turned off. A �F ❑Not Observable Y separate. valve permits theYv> energy supplied to the main :❑Not Applicable , S t burner(s) of combustion types of service water heating systems tou : be turned off. y. , 403E V4 2 z Water heating equipment meets : Table 404.2 Table 404.2 :LJComplies ; jFR29]z minimum efficiencies of Table : (required : (required T❑Does Not C404.2 in Chapter 4 of the Ef): Ef): Florida Building Code, Energy ,[:]Not Observable Conservation, Commercial : ;❑Not Applicable : a Provisions. Equipment used to , * i.,2 ag , provide heating functions as part Aof a combination system satisfies all stated requirements for the 1 i 4 i a s appropriate water heating „ category. 4034�42�' Solar systems for domestic hot , k 'I `I❑Complies ; .1"k,",11, water production satisfy energyil W �fr u�❑Does Not ; FR30]? factor requirements determined�� ; from the Florida Solar Energy f ❑Not Observable : Center Directory of Certified£ t,❑Not Applicable ; Solar Systems. 403 5 2 Buildings designed to operate at r ?sa :'❑Com lies ' a P [FR31] positive indoor pressure or have ❑Does Not F X a � � mechanical ventilation meet the ~��° ❑Not Observable ' following criteria: 1) Maximums ; �� , air -change -hour equal minimums a []Not Applicable , 9 q s V from ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, 2) € : No ventilation or air-conditioning system make-up air provided °x from attics, crawlspaces, s�� : attached enclosed garages or P outdoor spaces adjacent t0 swimming pools or spas, and 3) t f � , Air drawn from enclosed spaces) f y have walls insulated >= R-11 g r� ; and ceiling >= R-19, space �'��� ; permitting, or R-10 otherwise. t� ��� ❑Com lies ' 4035�, Automatic or gravity dampers are �� , p , �.a 5� s t,� - t jFRI9z installed on all outdoor air ❑Does Not ; intakes and exhausts. a❑Not Observable El Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 5 of 8 � � Plans Venfie � C M # Insulat�an Inspect,an � � Cam hes� p lfalue � � � � 1falue 3 u � ommentslAssum t�an�s, � P 3031k All installed insulation is labeled jlN3]?�orthe installed R-values9�����❑Does ❑Complies Not provided.❑Not Observable R []Not Applicable ; 402 23 Walls, ceilings or floors common I ❑Compliesto separate conditionedR." I ❑Does Not E �¢ tenancies are insulated to >= R 11, space permitting. Mass ��� ; []Not Observable F common walls are insulated to a ;:, f ❑Not Applicable , t 402.1.1, ; Floor insulation R-value. 1 R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ; ❑ Wood ; ❑ Wood ;❑Does Not E table for values. [INl]1 ' ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable t E t 1 t j 3 f I E 303.2, 'Floor insulation installed per❑Complies f4 i8 P� sZN X d°a? K _ i 1 402.2.7 }manufacturer's instructions, and []Does Not [IN2]1 ; in substantial contact with the R ; -;❑Not Observable , :underside of the subfloor. ❑Not a y Applicable E 402.1.1, I Wall insulation R-value. If this is a I R- ; R- :❑Complies ; See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the 1❑ Wood ❑ Wood ;❑Does Not F 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 i requirement applies (FR10). 1 : j 3 t 4 J 3 i S t 1 t S E S 3 F ! E 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 :manufacturer's instructions. ❑Does Not I ,g -,❑Not Observable t ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3>u' Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 6 of 8 Plans Veeef�etl Field Ver�ied '# f ai lnspect9ort Prov�s�ans C+om�i�es� Conme i'nts/Asti�tp#ions M ►lalc�e Value ast@ iD i; .,.,. .,.. .t e '' 402.1.1, :Ceiling insulation R-value. ; R- ; R- :❑Complies ;See the Envelope Assemblies ` ` `❑Does Not ! table for values. 402.2.1, ! ❑ Wood : ❑ Wood : : 402.2.2, ; I Steel ❑ Steel ! ❑ Observable 402.2.E ; ,Not : ! : :❑Not Applicable : [FI1]1 : 1 1 1 E 1 1 ! ! E 303.1.1.2. ;Ceiling insulation installed per ' ❑Complies : 1,3 smanufacturer's instructions ElDoes Not [FI2]1 !Blown insulation marked every z ❑Not Observable , 1300 ft. s� 1 - q❑Not Applicable ; 402a2 3 Vented attics with air permeable n! a ]❑Complies f [FI22]� insulation include baffle adjacent it to soffit and eave vents that ❑Does Not ; extends over insulation. ❑Not Observable ❑Not Applicable 1 402.2.4 :Attic access hatch and door R- ; R- !❑Complies : [F]3]1 ;insulation >_R-value of the 1 0Does Not ,adjacent assembly. 1 ! E ;❑Not Observable : ❑Not Applicable 402.4.1.2 ; Blower door test @ 50 Pa. <=5 ACH 50 = : ACH 50 = :❑Complies ; [FI17]1 lath in Climate Zones 1-2, and ;❑Does Not 1 <=3 ach in Climate Zones >2. 1 E ! : :❑Not Observable : ❑Not Applicable 403.2.2 ; Duct tightness test result of <=4 ; cfm/100 i cfm/100 ;❑Complies : [FI4]1 lcfm/100 ft2 across the system or ! K2 ftz !❑Does Not 3 <=3 cfm/100 ft2 without air E '❑Not Observable : handler @ 25 Pa. For rough -in : ; : } E❑Not Applicable 1 -..itests;-verification may -need to 1 t 1 1 F ;occur during Framing Inspection. ;Primary air containment !passageways are constructed ! ! ! 1 --!"and-sealed per Section i e E i e 1C403.2.7.3 of the Florida Building Code, Energy Conservation. I ! ! 403.2.2.1 lAir handler leakage designated "° i'a^ "� kr, .t �$S pia avp° % 1 �w � ��,� � � ❑Complies E [FI24]1 !by manufacturer at <=2% of , � #, h ❑Does Not ;design airflow.'', z ; ��.• ❑Not Observable ! -IF-]Not ! _ A licable ! :.E;zs .„,ems h ..�_ PP 1 4U311 Each separate heating/cooling''❑Complies ! �: system has a thermostat >> ❑Does Not s 3❑Not Observable : ❑Not Applicable 4U3 12 Programmable thermostats s� s; r ❑Complies : installed on forced air furnaces. ❑Does Not ! " _ , s ❑Not Observable : Applicable F -]Not 403 1+3` Heat pump thermostat installed x ❑Complies ; [F1, on heat pumps. Q � 4 °� ❑Does Not , tie. Observable : F j❑Not []Not Applicable : 403 41' Circulating service hot water :: ❑Complies : [F111]2 systems have automatic or ! ` F, ❑Does Not accessible manual controls. f ❑Not Observable : ,� _ ❑Not Applicable "....4 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3, Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 7 of 8 403 ."I't 11 mechanical ventilation system _ = ❑Complies ; j 7125]?� fans not part of tested and listed ❑Does Not F � �HVAC equipment meet efficacy []Not Observable t and air flow limits. 9 []Not Applicable E 404.1 ; 75% of lamps in permanent ��� ❑Complies ` [FI6]1 fixtures or 75% of permanent V w, ❑Does Not ; !fixtures have high efficacy lamps Does not apply to low -voltage �����F ❑Not Observable I i lighting.?F,,.�`;�.,x ❑Not Applicable x 40413 Fuel gas lighting systems haveWSHREINot ❑Complies [no continuous pilot light. ❑Does Not❑Not Observable ; Applicable 40I3 '4�` An energy performance level ❑Complies [F17] (EPL) display card must be �� ❑Does Not completed� � and certified b the �.� � � y '� ]Not Observable ; 9 �� 141 , builder before final approval of n ❑Not Applicable s� the building for occupancy. Florida law (Section 553.9085, € M Florida Statutes) requires the EPL ` = [ >i�s''-rYRacy. 'q ems" �`.+'� �Y 1 display card to be included as an W� addendum to each sales contract ; for both presold and nonpresold�' e residential buildings. A copy of 3 ) 3 ;the EPL card form can be found ; XV in Appendix C of the FBC, k ! . . „�-Energy Conservation 303 3 a Manufacturer manuals for b❑Complies [F1�mechanical and water heating �� ❑Does Not a systems have been provided. a ' y p < []Not Observable ; ❑Not Applicable 403 2 4 Air handling units are not❑Complies E j'F13012'installed in attic. : ❑Does Not ; ❑Not Observable E ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) ,2 Medium Impact (Tier 2) — Low Impact (Tier 3) Project Title: Report date: 05/03/16 Data filename: W:\online.ntainc.com\042816-65\Project Documents\M-1066 RES Check.rck Page 8 of 8 APPLICATION ENGINEERING 5-5-16 N FOR HEATING AND COOLING JACOBSEN HOMES yFR 901 4th St North Py�o CARTER Safety Harbor, FL 34695 Manufacturer's Model #: MMCP-2586-M1066 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 4/29/2016 {Method & Output 2016) All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on ACTUAL orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A (2014) 30N Latitude COOLING LOAD: 19,285 Btuh for Outside Temp/Humidity of 96 ° F (35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 17,221 Btuh based on outside temp of 17 ° F ( -9 C) with inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handler. Actual UA =175.5 Max ILIA (Table R402.1.2) = 213.2 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (22+Non-ins Rim -19 - 30) GREEN ORIENTATION Total Cond. Floor Area: 868.33 s.f. TRUE Outside Perimeter: 132.33 ft Level 1 Ceiling: 96 to 96 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Primary Wall Area: 917.60 s.f. (Net) Dark Roof(U): 0.032 Net Roof Area (less ducts): 802.2 s.f. Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 FLOOR DUCTS (U): n/a TOTAL Low-E window 100.00 s.f. Sec Wall (U): 0.030 ATTIC DUCTS (U): 0.125 TOTAL S.G.D. 41.06 s.f. Exp Floor(U): 0.044 EXT. DUCTS (U): 0.125 TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.28 ATTIC DUCT AREA: 80.456 s.f. exposed TOTAL Skylite 0.00 s.f. S.G.D. 0.480 % 0.39 EXT. DUCT AREA: 0 s.f. exposed TOTAL.Doorl Area: 0.00 s.f. Glass Bic 0.630 / 0.51 PEOPLE: 3 3425.6 Btuh Total Appliances TOTAL Doo2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass % of Floor: 16.25 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 1059 Btuh @ 94 TD/ 49 TD All Glass % of Wall: 13.32 % Door 2: 0.670 DUCT LOSS: 1404 Btuh @ 95 TD LATENT GAIN: 4132 Btuh Summer Infiltr (7.5 mph): 25.1 cfm Mech. Ventilation: 56.56 cfn ( 26.7 L/s) Altitude: 40 ft Winter Infiltration (15 mph): 47.4 cfm @ Semi -Tight ROOM BY ROOM VALUES: 484.7 FPM, max velocity in trunk #: 2 Heat Exiting Fumace: 98 deg A/C Exiting : 48 deg 0.22 Max pressure at A/H Actual heating and cooling required in each room and Cooling Air Heating Air flow set to maximum of either heating or cooling Values for Values for 30 7.5 KW Maximum A/C capacity HEATING COOLING CFM 2 ton unit 90 %Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (alt adj) Living Room c 3,915 4,863 175 187 5,661 180 6,428 6,092 6,999 Bonus Rm c 239 208 12 - - - - - - WIC C 890 955 35 44 1,319 42 1,497 1,419 1,631 Bedroom #1 c 2,397 3,386 122 124 3,751 119 4,259 4,036 4,649 Bath #2 c 1,784 1,652 58 66 1,987 63 2,255 2,138 2,463 Bedroom #2 c 2,525 2,571 91 105 3,173 101 3,603 3,415 3,933 Bath#1 C 729 628 22 37 1,128 36 1,280 1,213 1,394 Kitchen c 1,436 1,344 48 67 2,039 65 2,315 2,194 2,528 Dining c 3,306 3,679 131 155 4,689 149 5,323 5,045 5,797 TOTALS 17,221 19,285 693 784 23,747 756 26,960 25,552 29,393 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model #: MMCP-2586-M1066 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 4/29/2016 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed. Blower CFM 643 @ 0.6 E.S.P. TEL= 365.864 FR= 0.0793 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) F Final I Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft: Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Living Room 2 0 4 15 228.9 247.9 3,915 4,863 127 162 162 7.04 7.0 606.1 2 WIC 2 0 4 8 226.8 238.8 890 955 29 32 32 3.61 4.0 364.4 3 Bedroom #1 2 0 4 16 229.2 249.2 2,397 3,386 78 113 113 5.99 6.0 574.4 4 Bath#2 2 0 4 23 283 310.0 1,784 1,652 58 55 58 5.04 5.0 425.0 5 Dining 3 0 4 23 288.8 315.8 3,306 3,679 107 123 123 6.76 7.0 458.5 6 Kitchen 3 0 4 11 285.2 300.2 1,436 1,344 47 45 47 4.55 5.0 342.1 7 Bath #1 3 0 4 7 284 295.0 729 628 24 21 24 3.34 4.0 271.2 8 Bedroom #2 3 0 4 18 287.3 309.3 2,525 2,571 82 86 86 5.76 6.0 436.1 N/A Other Rooms 395 325 17,221 19,285 552 635 643 5-5-16 2WR � Py� .CARrrR 1'o TRUNK DUCT LISTING ANALYSIS TRUNK # 1 4 90 94.0 17,221 19,285 643 10.08 14.0 601.5 TRUNK # 2 4 94 98.0 16;983 19,078 643 10.12 14 18 17.3 367.4 TRUNK # 3 4 194.551 198.6 7,996 8,221 278 8.16 12.0 354.5 TRUNK # 4 - - 0 0 0 TRUNK # 5 - 0 0 0 TRUNK# 6 - - 0 0 0 TRUNK # 7 - - 0 0 0 TRUNK # 8 - - 0 0 0 TRUNK # 9 - - 0 0 0 TRUNK # 10 - - 0 0 0 TRUNK # 11 - 0 0 0 TRUNK # 12 - 0 0 0 TRUNK # 13 - 0 0 0 TRUNK # 14 - 0 0 0 TRUNK # 15 6 - 0 LONGEST RETURN DUCT 50 50 643 9.64 19 19 20.8 256.5 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MMCP-2586-M1066 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 4/29/2016 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL) CALCULATIONS: Actual Orientation HEATING LOAD: 17,221 Btuh at 17 REQ'D BLOWER CFM: 784 drn at altitude of 40 ft SENSIBLE CLG LOAD: 15,153 Btuh at 96 Entering Air DRY Bulb: 76.8 Mech. Ventilation : 57 LATENT CLG LOAD: 4,132 Btuh at 96 Entering Air WET Bulb: 61.4 Entering Air RH: 53 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 47.9 % FILL IN THE DATA FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings]) Air handler model #: Condenser model M =Blower Data Select blower speed in COOLING mode: Blower CFM is from 547 to 739 for Total (External) Static Pressure of 0.5 to 0.7 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is from 18082 to 24109 Blower CFM is from 302 to 356 for Temp. rise of 55-65 Blower CFM is from 356 to 436 for Temp. rise of 45-55 PpPROVfD Blower CFM is from 436 to 560 for Temp. rise of 35-45 - ^ 2 � 5- 5-16 ' Cooling Equipment S/T Ratio = 0.78 Leaving Temp = 48.6 TD = 26.4 O At 96F outside, Total A/C output from 19671 to btuh to 22178 btuh is GOOD. At 96F outside, Total A/C output from 22178 btuh to 23142 btuh is MARGINAL 'LF.Q 9 Sensible Capacity is from 13087 btuh to 172 btuh gyo P Latent Capacity is from 4049 btuh to 6198 btuh CARTER Mechanical Ventilation is 8.7 % of blower cfm. Dry bulb increases by:1.8 ° Wet bulb increases by: 0.9 ° =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at 72 F outside btuh at _ F outside 17,221 btuh at 17 F outside 25000 ' —i— Draw Load Line and Perforrr 3nce Lin [ 1 20000 1 I i ls000 I 10000 " I 4 f � 5000 0 I 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is which is the Supplemental Heat divided by 3400 = KW. btuh APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheel Manufacturer: JACOBSEN HOMES Model #: MMCP-2586-M1066 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 4/29/2016 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 17,221 Btuh at 17 REIWD BLOWER CFM: 784 cfm at altitude of 40It SENSIBLE CLG LOAD: 15,153 Btuh at 96 Entering Air DRY Bulb: 76.8 Mech. Ventilation: 57 LATENT CLG LOAD: 4,132 Btuh at 96 Entering Air WET Bulb: 61.4 ° Entering Air RH: 53 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 48 % ' Natural or Mechanical: Test the infiltration at 50 Pa should result in 481.5 CFM infiltration being 4.159 ACH (to be confirmed by testing) (5 ACH = 578 CFM) (3 ACH = 347 CFM) Mechanical ventilation is required To Meet Natural Ventilation: Increase Openable Area by 20 % Operable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 190.6 7.6 25.00 0.0 1.7 0.00 Bonus Rm 42.8 1.7 0.00 0.0 1.7 0.00 WIC 42.8 1.7 1.25 0.0 5.4 0.00 Bedroom #1 136.1 5.4 15.00 0.0 2.6 0.00 Bath #2 66.1 2.6 1.25 0.0 5.1 0.00 Bedroom #2 127.5 5.1 7.50 0.0 2.1 0.00 Bath #1 53.3 2.1 0.00 0.0 4.4 0.00 Kitchen 110.0 4.4 0.00 0.0 3.9 0.00 Dining 99.2 3.9 20.53 0.0 0.0 0.00 TOTAL 868.3 61.4 70.53 Mechanical Ventilation Is Required In These Areas To Meet IMC 2012 Chapter 4: Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 638.9 56.6 0.0 Ceiling Supply of Warm Air/Ceiling Return 613.8 Private Kitchen 0.0 110.0 0.0 31.3 Ceiling Supply of Warm Air/Ceiling Return 67.35 Private Baths 0.0 119.4 0.0 50.0 Ceiling Supply of Warm Air/Ceiling Return 102.9 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 Total 3.0 868.3 56.6 81.3 784 System Ventilation Efficiency: = 5-5-16 =� f aluWA) RTERI 1, ALL EVER M DEWCES SMALL ME INSTALLED W N A LOW WEAM PRA8 ONDAR AE mm RL.S' mn D7d s) - ocuo M ALL Exf. 1mmpIA= a Lorr FOmm T. ALL F20011101Ls INSTALLED Min THE OnERIalt =T SMALL M LWED FOR SIAN USE AND SMALL. ME LABELED 'Y�' (EATfD:R E&93FAtdh. SOLD FliL 9=00 {L., AT rsEN DWALLED6 FIIov= SMALL CMKY WILL LLL-1D Oire rRa;•"�.",i�; •nec s a�La—"SmLneaa sernlmta-ttttt� 1 41'-0� - t..s+>ue LaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for UD-Flow Split A/C 2x8 MINIMUM FLOOR SYSTEM REQUIRED 2AO MINIMUM FLOOR SYSTEM REQUIRED W • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT as ALL I -BEAM (CHASSIS) LOCATIONS SHALL HAVE PIERS ADEQUATE TO SUPPORT ALL INDUCM LOADS FOUNDA710N AND TIE-DOYM SYSTEMS ARE BY OTHERS (NOT JACOBSEN). o w • PERIMETER AND MATING LINE PIERS ARE REWIRED. ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT B-M THE SIDEWALL AND THE MATING LINE AREAS, FOUNDA71ON PER F13C AN2 STD. ENGINEERING PRACTICES. 1 fiM THE SIDEWALL AND THE MA71NG LINE AREAS. L AS V91L AS AT THE END OF EACH SHEAR SEGMENT. AS 4ic'i.L AS AT THE END OF EACH SHEAR SEGMENT. UW r P t7la4AN30 pAI Snsl UOaf Ipt7 tpR Parr) Pnfy :--. Lmo,%WOWN 1D2 nX fd ,OW ZLIs "n 310=A no to BI$ 4" Ma •.}a IMF=f M = MOS Vs "M ALLY ATTACH MIM TO THLS SMUCINM SHALL IE CMMMY SELF SUPP0117ING AHD SHALL NOT TRANSFER AND/OR RSDMt£ LOADS AHD/Oi OM SMEB OM THIS BMASi4HO/SiRUCNRE Lump - „=RANSmsmD y:arO s�az Scf�DaxRi�3 0 9= Wr4= W4 �, sF ti=8'fE? UMrM O Cd".�% 20 iti-2':3.�Y3 0 aw,vxe�=—o 17 tE "V, W V 1' 7o R. V mo m0 .0 ;" ESaa:4 m xnsa3 I� •� A W=S Csd+X FVID""w ©CMAN sfivwm tttaAOrD.o p•t•p -�OsW ms.rrtsa• ,.t amtt•., DLq aDa rsouar sR mtesa.mvs. XF ID 2 4 b• p Sia,J CIO 0 p 0 o .o o r �''1 2 2 f.L M 14W 0 0 0 p 0 0 0 0 p D 0 0 0 p 0 I� ....... no Q 0 p 0 0 U , m N0 %W _....... 0 0 O ..«..., M O 0 0 0 p 0 0 0 0 p D 0 0 0 r 0 0 0 0 • o 34� i# 1w.P• 3 r A" 72.17 PSP oSHEARWALL DESIGN SPECS: 0: 19.24 PSF wa.ar> . C a 4A42 PSF "vL- D 10.02 PS $fj ,W, O y.. csa aDUD:xa /1 mxis� ahuA: o na O0P0 m"'3 4 O:Sn2 j(¢ �fV0- O2C'9. d 9n2 "d: brlb 4l O b'i�k+3 gaMA 09Y ate: ra ems; 0--A)LM;v ca 7Q Spa MD MA• AR OD•UWLL AID VW� MA2 "= CX=M 7 M 0VJ•O PAQ CI 03POMM MD/41.1 2100 M AfMaw®li F=Id vNMOAMMNRv -•vRT Mon R4a01=1 ow IMT t INAWL Un"in"AR ,n1oL W H lam" = M0O LI/00 Ott /MI MALL IR<GMn oOm a 0p Mom® MMR �10 own la MR NIOt MMR W0 Nam 1 iwxD Ion N R "Cum a0 AL IO) cwm 1n K Doke LQgRO oaO Ion ML l � Owmw r fOAr+a aocv �P -Liner tt = UW van D ama � 48 • 0 t{l02 Y.7p 0 M. a b ,Om2 an LT4 L.it•U 9m T.A7 a a4 : a avi 0 0 M • 01 f4td 009 a� a : t,D D =a ! m . a am 6„ in 77 . 40 437d xRi 0 m . eti '- asp at, m42 a * O 664M 1CM SVL b�i • 4Ei4 � �2740 p am SxcI= auA ® a L m") n aw= can or tinP" a . K SSAJL _ e7ii1 0 s R o a•.— _......36ii tL1i ro, a t&-- ram am "M FHKA�1111 IT FLOOR PLAN NOTES: e; �r e� o �r � a IL1j Y �: O Uj ' CL- 2= Lo0„Y, W 0a a XML DAL OL am 074) 030-AS,5 �o E 0 o y � 00 N I d V d 0 0 O L'- RevIsIcne Do p By Date 0 Drawn: a Ma•L: Chocked rx DDia 4rd/10Ma Scala: 3AC - I Shoat 2OF1 IBC: co— D Oft.Mao w" ModDL• Moo low arnw ® O . a ton DLCf %=a RmL ALL teats Lmld Pctober 29, 2013; Crusty Rhodes 7acobsen; Homes Post Offite Box 368 ' Safety Harbor, FL.34695` RE: Manufacturerrtert kation, ID .`MFT 68;'Expiration Date: November 09 2016 Dear Dusty Rhodes It is my pleasure..to inform you that Jacobsen Homes, located at 600 Packard Crt, Safety Harbor, FL 34695, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Manufactured Buildings for installation in Florida, Construction or modification on.a manufactured building cannot begin until the Third Party.Agency has.approved the plans in accordance with the current Florida.Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review,and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the.cover;page of the plans] for compliance with: the Code by your Third."Party Agency for plans review. Please: ensure that your plans are in, compliance and are properly posted on our website. All site -related installation issues are subject:to the local authority having jurisdiction. The Departments contractor will make unannounced monitoring, visits,at.least once each year. You. mast,grant complete access •to your, manufacturing facility.and records' -to remainan° compliance with. the rules: and regdlations: of this program , ur certificat on'is approved for three years.fram this.daas Yau mill receive a: renewal notice by Small 9enerateii'bjr the BGIS_(www.ilortdaburidinaoro].fir oniin.e=;renewal. Tf.you'have.questions you,may ,contact: Robert Lorenzo;;a 854 7:17-1835 or our -FAX at 650-4144436 ,:Please vis tour website at_www:floridabuildiito.orti to see.va1uable,'W6 matfon on :the Florida: Manufactured Buildings Program 1A copy of this,: etter must Acctirnpany .applicat 6ftp for local t*u lding permits. • SincereiyY - Robeet Lorenzo, Maneractured..Buldmgs Program cc: Hilborn Werner Cart* 'And. -Assoc , Irie. I OF tea`. . '%^pkAT -G'LORIDA '. E R T .E kDe itafed -to 4m4kmvFloi`id'i a letter, pl, tttsr " STALDDDIi` G-CODES & STANDARDS PpPRO VfD MkIFOIRANDMI 5-5-16 `�aail�a��:�n�aa:S��3�r�uf��tecnwd;��tiit��j"H��ijdaaa�:�`E�r��a�►� Z Bt€ildin fcials; Mandfowturas TIM Paid: Agencks b), act, i6tse dSealson,Piftits.for' 9aaa l` ? c l I?�datl EaIEllaa=s yam'? p,5y� �gRTER 94P �mte: �eaaa,l: Sediani 553_ 1 a ?1.F.S, a[so,chafiW 106,.3, erfi�tqn.R-1 1+6tC :;sp ci c @C e e a` u taetu .r�i c u] a the DCA6 insighia, fhwn fuh xrew FAC and; the FEoa'i& 13tiliders�, ale a a an l � a anal nl pl %� n Fnaufactus t t clu a buildin t0 be subff aetteel t01 a1. urs dl ion E ohtai � htatf g hermit: The seats i ) �t gat i ti b t i �ctmectt, attests that.eli PIans-iastsr rcwai r lauilclaat t�sfiec L}� st tc t r + °l facie i e�at3r A,gea� and.l'taund to;>, a�,nn liaaat s�atlt.t e..F ... Vera an od :c aac ra u npt. anlal to t 1 t ae + aa3r � scree e9el l n r lwfsj fi to local.pian review and in-Sf.=fJi3n-a aeeo nee the V8t✓ tan�€1 1 r�c�ura�at 9 ` �i& and sealing pl'the plgns'�houldi T@10'W 1r R pr��� ��� r�fl art '40k:&iii tafl t.ion cjaaraaent {e; acat w11s, hettecl axrl's tuidattslcttCa l lacat-crap, planfix ticftrCr al'ia ily ncl e�tia t atr ad;o,t C. O1 gaut city. ha riaa ; Via, isdictc'on .(I c :b6lialing �epn�ai�ait� , The t. t c'fF[ ac a. anulu i[d n� fla 96m r eaii� a ngsPWarccl` h r�i 1' et e Agenci =Iti,. a sd of i d �n sled :a .t[una lazaer't�eeit- a uiOno aPF m Florca9 i Eca ats d iWi er[ur Pa® l �.i er, Inispeed6ati rtp0As cdndud&d ;tat the tseanaai'ar eti 'i6ci l its fey l sri m Fkens�d . irae Brix%s i iht or t, del l a ra s r regte to N on C. 1;oca�,��tio i ti1bM array requiae acs`a c1i ipa rw � tares with the permit aa�piczacan or tee on tf _:laray i;lt+aaai�-w:lc�ritla.l. ram; For'. n l�Jgtac [ .it rs7t»itit3 €fie i tact:ROpq L. Fen u 95 1 Q "1 06 or E-mail xx�Esei�laaren r�ie� �� e.fl,ly� g 1a iu k daai gram. 25.55 SHUl MARS?. GAK, SbVL19�AKO r TM-LAHASSEE,.,FL .32310-.2100 . . r�BRl7ttk7z5'8hn ?3(a%3,�€ryi(� . � s '� 1:Cyr°.IFC�3AlNFiCflalt�iPCpltkH1@Rit` � �' cu-�sS32p1 �`a7�?2�t�1P��-°? t 'CONSTELLAMMON TECHKOLO-GY, Tw Re Clildnt: HWC & MsGdaMs MlbormWeraer, CArtcr- & Awee.;, IhA 16'227 SIDUth.Myrtb,.Avemw. Odom ns%' Lot*-, Date Received: 61-2112fl.1-3 ln,scope Test Mp'thoft; Tezelle QA'JSTX EF 7901. 40: M fty Road, Suite- 100- LMO. - F kif i da, 3-5777-14 52 T04ftne 721.547,0600 TbIlTme 900035,7355 XUA Date RepwUfb 6/24P-013 Anabmt: RorWd Jadkson Four hurricane straps gal,.v.mjizj:4. x COS', PIN 16952&,,Wv%-*z.mce!v-ed to determine the teasile and y-eld strengths.. Ti; straps were, tested at -their fdl widffi and thklmess usm'& a Tinjus Olsda LoCap tensile, iter Nkith a. 3;0,,0Q0-pdand load-cdlL c-afi$' ration dud I OP-4/13. TIAMCF-I rniUlts� si ecimer, Mau 1 ''0 'r (in.) ok). yaddl, IWO Reid Strength (PSO E-longAtIon (0/0) —T24 . . .... 116,4107 sj�25' 110,911 .7 I-Oil 3... 4 3 1.2- DA3,75. 5;3-54, --4 4, 1.27-50 [ OMMS $;5`11 12-f -95f , 0 A �w 1-60-Ul 1 4 - 10 NTA Req&*4we?z6 loist ;ri!spftg r5a-0-­ --- Author- RwO "jip--pmVC'& wfl®rw k.-SV'rtz' rm '�c AONT X6 Ir La,"AJA i4T PTA Whem-im'dicate4 theAmcric= Msoci4i9nhr fabamiqy Acmdifation CIXITniC27 TA;Sgng Mfilif—.QLA CC&flrDfp- k i,,JeuctianitA TcsUqm_Mld—A2LA Cardfiestag 1,17-1-02 PRO P R yc'o O'T 0 MUG, 6n, co r5-5-16 ;U Z' RTER Wind Equivalenc Vult = MRH = Exposure = 180 30 D mph feet PPPROV D cly ^ J2 5— 5-16 X (1) cgRTER Pult = WL = Vult2 * 1.66 * C Pult = WL = 32400 * 1.66 * C Pult = WL = 53784 C Pasd = Pult * 0.6 Pasd = 53784 C * 0.6 Pasd = 32270.4 C Vasd = MRH = 30 feet Exposure = D Vasd = sq rt ( Pasd / 1.66 ) Vasd = sgrt ( 32270.4 C / 1.66 ) Vasd = sgrt ( 19440 C ) Vasd = 139.43 mph Construction - use design of Vasd = 150 mph MRH = 30 feet Exposure = D for the equivalent - Vult = 180 mph MRH = 30 feet Exposure = D Job Truss Truss Type ory Ply Jacobsen Homes 216 64313 P1035802 KINGPOST 1 1 1 M20117P Job Reference (optional) Universal Forest Products Inc., Grand Rapids, MI49525, Peggy Beckett 7.330 a Feb 17 2012 MTek Industries, Inc. Wed Jul 18 11:24:012012 Page 1 of 1 i 2-74 2-3-4 23-4 r 2-7.4 3x3 = 3 1.28 F12 �.10 _ 1.5x3 II 1.5.3 II 2 4 1 ' W2 1 1 W1 W1 S y 81 8 7 8 2.5x4 - 25x4 = 1.5x3 11 1.5x3 II 1.Sx3 ' II 2-74 234 2-3-42-7-49-� r, PpPROVFO ALT. CANTILEVER DETAIL (one side only) -- 0 5-5-16 ti 3-2-0 Cantilever REACTIONS CART E R 9P Max Horz8=53(LC 8) Max Uplift5=-194(LC 8), 8=-677(LC 5) Max Grav5=155(LC 2). 8=498(LC 2) Plate Offsets X 2:0-1-12 0-0-12 4:0-1-12 0-0-12 SPACING:24)-0 SPACING:1-4-0 SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 125 TC 0.42 Vert(LL) 0.10 8 >999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0.09 8 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.12 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2010/TP12007 (Matrix) Weight: 21 lb BCDL 7.0 BCDL 10.5 FT = 0 LUMBER BRACING TOP CHORD 2x3 SPF Not TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purrins. [P] BOT CHORD 2x4 SPF No.2 BOT CHORD. Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 2x3 SPF Stud REACTIONS (Ib/size) 1=2741038 (min. 0-1-8), 5=274/0-3-8 (min. 0-1-8) Max Horz 1=53(LC 7) Max Upliftl=-323(LC 5), 5=323(LC 6) Max Grav 1=322(LC 2), 5=322(LC 2) E-signed by Kevin Freeman Compression/Maximum FORCES ) 11- "prat �tjj TOP CHORD34= 653/1034, 4-5=669/963 *114�;} =-669/963, 2aximum 3=65 034, i. Re l BOT CHORD 1-8= 867/617, 7-8=867/617, 6.7=567/617, 5-6= 867/617 �1� `,�N-F � ` `�, jj WEBS 3-7-3161218, 2-8=961239, 4-6=961239 �� T • • •��''�� NOTES (8) �� • • f. 1) This truss has been checked for uniform roof live load only, except as noted. + y «„ 56�2542p:�;.*� 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt. Vult=180mph @16in o.c.; TCDL=4 BCDL=4.2psf); h=35ft; Cat 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8- MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 1 and 323 lb uplift at joint 5. 7) Fixity, of members 2 - 3, 3 -4 have been changed. �I' �s • R ;�' G�,�' 8) Based on P1035801. Updated code to FBC2010, Jf� '�" • •"�1� �10Nd itt The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/18/2012 not necessarily the current state building code. The engineering seal Is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, M149525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for liffing methods and system design. Builder responsibilities are defined under TPI1. This design is based orgy 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 Kiw is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality, control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe copyright 2012 by. Universal Forest Products, Inc. Job Truss Truss Type °1y Ply Jacobsen Homes 216 67078 M600803 MONO TRUSS 1 1 21602'( 78 Universal Forest Products Inc.. Grand Rapids, MI 49525, Mike Patten 7.350 a Sep 27 2012 MiTek Industries, Inc. Wed Mar 20 09:01:35 2013 3-3.4 2-10-0 3-7-12 1x3 II 4 7 3x3 = 3-2-0 Cantilever 3.28 F12 REACTIONS q Max Horz7=238(LC 7) 1x3 I I T1 cdS Max Uplifts=230(LC 7), 7=-679(LC 5) 2 Max Grav5=160(LC 2), 7=496(LC 2) 1 1 I== 110 B1 _- 7 6 5 lx3 II 1x3 11 3x3 = 2x3 = 3-3-4 1 2-10-0 i 3-7-12 i i 9-9-0 Plate Offsets 3:0-1-8 0-1-05:0-1.4 0-1-4 SPACING:240-0 SPACING:1-4-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP LOADING.(pso LOADING (psf) Plates Increase 125 TC 0.62 Vert(LL) 021 7 >548 240 MT20 1971144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.44 Vert(TL) 0.18 7 >635 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.42 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Cade FBC2010/rP12007 (Matrix) Weight 26lb BCDL 7.0 BCDL 10.5 FT = 0% [PC) LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. WEBS 2x3 SPF Stud REACTIONS (lb/size) 1=276/0-3-8 (min. 0-1-8), 5=276/Mechanical Max Horz 1=238(LC 5) Max Uplift1=329(LC 5), 5=397(LC 5) Max Gravy=323(LC 2), 5=323(LC 2) FORCES(Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=568/647, 2.3=547/727, 3.4=-46/13, 4-5=70/155 BOT CHORD 1-7=870/521, 6-7=870/521, 5-6=-870/521 WEBS 3.6=176/203,35=5821971,2-7=100/263 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult--150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.8psf; BCDL=2.8psf; (Alt 180mph @16in o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 E-signed by Kevin Freeman 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 will fit between bottom chord and any other members. ��yiX < 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329lb uplift at joint 1 and 397lb uplift at joint 5. �V► h1 6)'Pin all pitchbreaks' Member end fixity model was used In the analysis and design of this truss. } ��*`•'� �..•• �`•%� u . 7) Based on M600802 p RO V G EN '� •� p F • 8) Added cant. detail P ��.r• ty' 41'11 No. In Z W 71, t'gRTER tY P ♦��`s�ON e1 �V The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 3/20/2013 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 ammeters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE P PHONE (616y364-6161 FAX (616}365-0060 GRAND RAPIDS, MI 49525 This building component has only, been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCS11-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe© copyright 2013 by: Universal Forest Products, Inc. Job Truss Truss Type Qty Ply Homes 216 67078 M723001 MONO TRUSS 1 1 2162078 2162078 Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.350 a Sep 27 2012 MiTek Industries, Inc. Wed Mar 20 09:59:24 2013 � r 0-6-0 3-3-4 4-0-12 4-1-0 - REACTIONS Max Horz8=242(LC 7) 1x3 I I Max Uplift6=283(LC 7), 8=-811(LC 5) 5 Max Grav6=216(LC 2), 8=580(LC 2) 8 2.80 12 3x3 3-2-0 i 12-2-14 4 C. 0-1-8 Opt 2.5x4 = T1 VVII Cutoff 3 H w 2 1 or 1P.79 8 7 6 2x3 II 3x3 = 3x3 = 3x3 = i i 3-3.4 1 4-0-12 1 4-1-0 i f0-6-0 11-5-0 Plate Offsets Y : 2:0-1-9 0-0-13 3:0-2-00-1-04:0-1-8 0-1-0 6:0-1-40-1-4 :0-1-0 0-1-4 SPACING: 2-0-0 SPACING: 1-4-0 CSI DEFL in (loc) Udell L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.64 Vert(LL) 0.15 7-8 >914 240 MT20 1971144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.12 7-8 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.44 Horz(TL) -0.04 6 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2010/rP12007 (Matrix) Weight: 30lb BCDL 7.0 BCDL 10.5 FT=O% LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or4-7-10 oc pudins, except end [PC] BOT CHORD 2x3 SPF No.2 verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. REACTIONS (Ib/size) 2=35310-3-8 (min.0-1-8), 6=323/Mechaniral Max Harz2=242(LC 7) Max Uplift2=-471(LC 5), 6= 456(LC 7) Max Grav2=416(LC 2), 6=379(LC 2) FORCES(Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=010, 2-3=1056/1348, 3-4=6301779.4.5=44/14, 5-6=84/170 BOT CHORD 2-8=1554/996, 7-8=1554/996, 6-7=915/592 WEBS 3-8=0/122, 4-7=122/223, 3.7=414/654, 4-6=652/1008 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph @24In c.c.; TCDL=2.Bpsf; BCDL=2.8psf; (Alt.180mph @161n o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurentwith 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 will fit between E-Signed by KeVln Freeman bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 2 and 456lb uplift at joint 6. 6) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. ♦r�� PRO 0 5-5-16An y - r Py�o CA�' 'i�� •" �V R t:` , >�, RTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 3/20/2013 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 NE parameters RAPIDS, M1495 PHONE (616}364-8161 FAX (616}365-0060 GRAND RAPIDS, MI49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe©copyright 2013 by: Universal Forest Products, Inc.