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Home My WebLink AboutEngineeringfir: APR 0 2 2015 PERMITTING St. Lucie County, FL Tcdti s� ENGINEERING a INSPECTIONS CERTIFICATIONS • TESTING March 27, 2015 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer. Jacobsen Homes SIN Size & Occupancy: M 890; 21'-8",x 46'-8"; R=3 HWC Plan#: 2540-0104F 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 2010 Florida Codes and Standards with 2012 Supplement, as noted ox�, the approved drawings, subject to the following limitations: t 1. Approval covers factory. -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review, and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on 14e with HWC Engineering. 5. NOT Approved for High VelocityHuT icane Zone,(i.e. Broward and Dade Counties) Sincerely, HILBORN, YEkNER, CARTER & ASSOCIATES, INC. HILBORN, ASSOCIATES, INC. FAX (727) 588-3M uWUmr -%r,g 82 (727) 5P-W7 inqwcdm 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 jjHAVE ■B�ErEN /R�/E�VIEWED &&rTHE r BUILDING HAS BEEN �INSPECTED BY A STATE APPROVED THIRD j(PARTY �AGENCY O/&�/�FOUND �yCOMPLIANT WITH THE FBC. &/AMA/ F LUMSI G CONM 1AORVIS: GI [ �Eows: mt��`AIfiIWITEI�ID�MOSO QR ZOW rAMs�RA�ON /�'3iCAL S{/l,}PING ] `,P .: ALL ON -SITE ELECTRICAL AND PWMBNG coNmEanONSANSTALLATION SHALL BE 1. MODULAR BUILDINGS SMALL BE INSTALLED BY A CONTRACTOR COMM BY THE THE FOLLowm mms HAVE NOT BEEN COMPLETED BY THE MANUFACTURER HAVE NOT COMPLETED BY A CERTRM EUECTPoCAL/Pl I NG CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSMAL REGULATIONS (DBPR} BEEN NSPECTFD. t ARE NOT'ATiIMIED TO OR COVERED BY THE STATE OF FLORIDA SEES PLUMBING & ELECTRICAL DETAILS FOR TE�SrTIrNyG & INSPECT ON REORIENTS 2. R IS THE REEPONSBIIJTY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS REGULATION'S INSIGNIA THIS LIST DOES NOT SIRiJSI �R 1M®Rq I ®YR A2M®RVI: OBTAIN E ALL APPLICABLE CODES AND DISLI JACOBSEN HOLE ANY INSPECTIOTIONS.NS NECESSARILY LIMIT THE MA TI WORK. AND/OR MATERIALS THAT MAY BE REQ'D OBTAIN ALL REQUIRED PERMITS, & SCHEDULE t ENSURE THAT ANT NSPEC'TCRW FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY 70 APPROVAL BY THE LIRA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED AND ALL REVIM APPROVAL INSPECTION. RE-NSPECTON FEES ANCA R OTHER COSTS ITEMS SMALL BE DETERMINED BY THE LIMA AND ARE THE SOLE AND EXCLUSIVE N ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUS m SHALL NE BE BORNE SOLELY AND EXCWSEVELY BCONTRACTOR. ANY THE COMM CONTRACTANY RESPONSISLftY OF THE CONTRACTOR FOR THE STRUCTURE t NOT JACOBSEN HOMES & PROFESSIONAL REOULAW NS. THESE APPROVED PLANS DD_MOI CONTAIN FOUNDATIONS FAILURE M CONFORM 10 CODES t MOM SPEC 'S MAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION E CONTAINED Wr*11N THIS APPROVED PACKAGE 1. ALL LOTS SHALL BE PROVIDED W17H DRAINAGE AND SHALL BE GRADED SO AS S THE FLORIDA CERTIFIED CONTRACTOR E RESPONSIBLE t SOLELY ACCOUNTABLE FOR TO DRAIN SURFACE WATER AWAY FROM THE RMNGS AND THE FOUNDATION ALL CRSTRUCTTOM MEAM METHOOS, TECHNIQUES. SEQ<LM= PROCEDIBiEC AND RYAN N C (BY OTHERS). ALL GRASS, VEGETATION. ORGANIC MATTER, UNSTABLE SOL COORDtUTK N OF ALL WORK PERFORMED ON THE STRUCTURE, NIL SUBS. SM ILVWAILM IT : (SUCH AS ALL. MUCK AND/OR DEER LBO: SOLS1 OTTER DLETERMUS MATERIAL(S)• 4, OCCUPANT LOAD - PERSON FOR EACH SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBRIS, ALL FOREIGN OBMIS, ETC. SOIL BE REMOVED FROM THE L NO PORTION OF iMSIlW"AOTIIFD BULDBIoSHALL BE INSTALLED BELOW TIME THE UST CONTAINS EXNAPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: AREA OF THE F007IM M AS WELL AS THE ENTIRE AREA BENEATH THE EA LAND. BASE FLOOD E3LVAi= AND THE FOUNDATION SMALL HE CAPABLE OF RESISTING ALL 1. ALL OR WIA NDA U AM LOT PIED me mm MO ADO. THE MINIMUM PITCH FOR ALL SURFACE GRADING SMALL BE AT LEAST ONE INCH LAMS INDUCED WLTHO T TRANSFERRING ANY INDUCED LOAD THROUGH THE BIADND. L ME mRDE FMANAUK 1E-00ft AM Ng1ON0 5r M FOR EVERY TEN FEET OF SOIL AREA. WATER MOIL NOT ACSR6hA1E BELOW ANY L THE WILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLM (LOCATED) IN 3. mam 1rAnENr wo llmER vmm uusr mum fmci . PORTION OF THE STRUCTURE ALL SITE WORK E BY OIHEIM HOT JACOBSEN HOES 'MGM VELOCITY HURRICANE ZONES' - DADE AND SIMARD COUNTIES. & RAW% Ef m Am wm& Ae pnmm ALL AD m mar orm 2 CRAM. SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SMALL BE VEM LAM BY IT E THE RESPONSIBILITY OF THE CONTRACTOR M VERIFY THAT EACH L onno MOM azm -OM Aso HUMP m IM nmA rnEOKO APPROVED MECHANICAL MANS AND/OR BY OPENINGS IN THE FOUDAIMON WADS BIILDNG E ,WALLED IN THE REGION FOR MN7H IT HAS BEEN DESIGNED L AM FONAWE FSE WO MA NUM AMO/OI FAME aUPIQWM Svww n Imm OPENINGS SMALL LTE ARRANGED 10 PROVIDE CROSS-VDNTLATION AND SMALL BE AND CONSTRUCTED. JACOBSEN HOMES AND ITS THERE) PARTY APPROVAL 7. nEmwAL WMMD dnLo.Ma FTSaoH I t aroU-OTITIS UN MULM-a-10M UWDL COVERED W/ SON RESISTANT VM MESHL THE LEAST DMOON SMALL HOT AGENCY. ALONG WITH THE ARCHITECT AND/OR EIGNE'FR OF THE SUMMIT L ALL 1AFSOm NMUL - MOUSE PMM M FArmrq TAFF. a W MC EXCEED 1/4' IN ANY DBffNSIGL COMBINED OPBmNGS IN THE FOUNDATION WADS PLANS. SMALL NOT BE HELD LABS, F A BUILDING E INSTALLED INTO A W MAIM . r OG MAX;- W sOETN - W OL MAX. - UFIom Un ML CIL% SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SQ. REGION FOR WHICH IT HAS NOT BEEN DESTINED. THE CONTRACTOR WHO L SM ORK& 6 AUTIC00 Nmoo•o:or SEMEaN MQD=k WnM& FEET OF CRAM. SPACE (AREA BENEATH INILDI NG). CRAM. SPACE ACCESS PER INSTALLED L m THE BULDNG SMALL BEAR SOLE LIABLITYA SPONMILIT . ILL Err. maims Am w DNn. OMM OF METAL toSo an m6 W011MMr} jVDN. E FBC/FRQ. M6 MIL POLY VAPOR BARRIER IS -REG D BELOW THE BULDNG 7. THESE DRAWING% PLANS, DETAILS. AND SPECffonGSMH TAIL TCATIOW MAY NOT NECESSARILY it. L Fmm 03DOUM Aso Stem M&MIMS Mewu m= AWA4 ALTERNATE MEANS OF VENTL.AMN AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY PEE PIECE W WORK 70 BE PERFORMED. F ITEMS ARE 1& O OUwS Hoar ROTE =L DMW awm (OFlT4 rr OA4 S THE FINISHED GROW LEVEL OF AN UNDER -FLOOR SPACE.SUCI AS A CRAM. SPACE NOT SHOWN, BUT ARE REQ D FOR TIT COMPLETION OF ANY ITEM MOLDED m wrm or Pam mmAmWwrtar amm YAwmAL (OL E MtDED M RNG. SMALL NOT E LOCATED BELOW THE BOTTOM OF THE FOOTINGS WHERE THERE IS N THESE DOC1IENiS. THEY SMALL E CONSIDERED 70 BE INCLUDED AS PART 14, OIam0MB1 Uff AID Ca m e omm* - NOLD16 mm AR mm ANY EVIDENCE THAT THE GROUND -WATER TABLE RIB 70 WITHIN 6 NOES OF THE OF THESE CONSTRUCTION DOCUMENTS 15. M malUro Am luno NMW 00010 Rom DOW GMAUMM GROUND LEVEL AT THE OUTSIDE BUILDING PERUCEM OR THAT THE SIAFAC: WATER B. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS• NOTES, DETAILS AND SPECS) RR w oFFXINeT RMUNDOM SSTALLED OFs= rr OMM DOM NOT READILY DRAIN FROM 7HE BUMIXMG SITE, THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM ,UCOBSEN HOMES OR THEiR ENGINEER AND SHALL IL MCC 0000MME'G NML OEM= AOND 1WOrrA= Eft_ MER-FLOOR SPACE SMALL• AT A MBGMUK E AS HEN AS THE OUTSDE FN6HED NOT E DISiRBUTED BY THE CONTRACTOR 70 SUBCONTRACTORS OR 07HIERL 17. war OOWIWD AT HIND A6As, Orr-% AID mruam DW WGmoR rm4 GROUND LEVEL, UIIFSS AN APPROVED DRAINAGE BMW E PROVIDED. OVERLAPPING DETAILS FOR DIW RENT TRADES MAY APPEAR ON OTHER SEER' .m GAWE oo mAmmw Wnt mm r w STOOL 4. UNLESS OTFEIrMS E SPECIFIED N THE PACKAGE: EACH END OF EACH SHEARWALL TRADES & SIBCONiRACIILRS SHALL E COORDINATED BY THE CONTRACTOR. 1L R EFLACE OHOCr STAOL. MONRAIM SMM NEAAD OrrET mAMI ML SEGMENT ! COLUMN LOCATO M MAIL HESURTED PPOt ADEQUATELY CONNECTED 70 � 21L Wn GM SMS AD MY 9 M11 AC6AtaE FLATASEA 1NAT AMIEPrm F'CRDAU A/DA R GROUND 70 TRANSFER ALL LIVE DEAD. AND/OR MINT MOM M N 011:: THE FLOOR AND/OR ROOF DERS M OF THE RAN IS 'LRNT-FRAME TRUSS-111PE 2L OLT WBI wr MMA LED N MEFACR OT. ImAIOI ND mM An MISmL INDUCED LOADS REFER 70 THE FLOOR PLAN FOR SHEARWALL OVER7URNNG LOADS . CONSTRUCTION' AS RZETFIAMAD N FAG RUE SSA-&M2ft POSING OF ► OTIC E SMIKS) AS 22. NOR EFFICACY LAMPS REQUIRED BY FRO R404 ARE INSTALLED ON-Srw1 BY OTHER t COLUMN MOMS THE FOIRDAIION SMALL E CAPABLE OF SUPPORT= ALL LOADS RBWSEL BY FAC RULE 6SA-&M2(5) SHALL E SITE INSTALLED AND IS THE RESPONSIBILITY VALONG ADDRESS! AS REQURED BY FBC RMLI ARE INSTALLED ON-STIL BY OVUM 0. THE DE9GM t CONSTRUCTION OF THE BUILDING REQUIRES COMBdIOUS SUPPORT TO OF THE BUILDING ONNSL 23 ECTER60R DOME E PROVIDED BY THE FOUNDATION SYS70 ALONG 'Off-PERB6_IER OF EAACH FLOOR LOCAL APPROVAL 15 NOT (EO•D FOR ITEMS INSTALLED AND INSPECTED AT THE FACTORY. UNLESS OTHERWISE MGM N THE APPROVED BUILDNOPACKAOEM JOUST HANGERS ARE HOT USED N THE CONSTRUCTION OF 7HE BIADBXG AT THE FACTORY. THEREFORE. �i�a��r�j �yyi.pp �yyy A IDBLUM 1 1/2' WARNG SMALL E PROVIDED FOR ALL FLOOR JOSIS BY THE. 1f7T,fl�ILiRM�IL`LGi C ,V iq®Rqi FOUNDATION SYSTEM (SDEIMLL &-ALL MATING LNE AREAS SMALL E SUPPORTED} ,+�>u 0. THE 3L HERERLDIANY GAPS c R FIT TACITLY M LL SIDwALLE FOIADMW INSTALLING A MODULAR STRUMIRE/dNDNG CAN E EXTREMELY DANGEROUS ONLY MODULAR BIADI GS/STRUCTUR ES CAN TOM SEVERAL TONS IT 15 EXTREMELY 6PORTANT A 7XI T INHERE ANY (RAPS OlX1R,' ALL WOOD S SMALL A TUBE FILE O BMW QUALIFIED PERSONNEL SHOULD ATTEMPT 70 NSTALL A MODULAR S'IRUCIURE/BLIDNG THAT ALL PF7SONFL ON THE JOB 511E E QUALFIED AND PROPERLY/ADEWATELY TRAINED. A 7KNT SPFITLITS, AND PROPER NDBEAAR ALL W000 SHIMS SHALL W FUZEE OF IINO1 L BPROPER PROCEDURES OR AEC OWES CLULD RESULT IN SERIOUS INJURY OR DEA7H. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED 70 E RESPONSIBLE FOR ALL SAFETY B EOF I SPLITS, LUMBER O OTHER ODES BFMAI ECIXOJS ALL W000 9C15 SFIAIl N ADDITION TO THE DANGER 70 PERSONNEL. IMPROPER INSTALlA71ON CARD RESULT NTIAITIAM PROML41M POLICES. OR PROCEDURES THAT MAY E MANDA70 BY OSHA E OF L LOCAIEDTED LUMBER DR OTHER FOOTINGS APPROVED LL BE COM N EXTENSIVE DAMAGE 70 THE B16DING/51RUC LIRE NEVER ATTEMPT INSTALLATION AND/OR OT ER LOCAL. STAIFy AND/OR FEDERAL CODES AND/OR EEQUREI"M THE 7. TIE SOIL LOCATED UDE5 ALL MSTALL V COMPACTED 70 A I FRWp D6EE F YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AID OE7H9fY -PER ASHY D-1657. FIXITEAS 12' BELOW VIMWH SOIL AID ElOW FROShIrE. /OR EQUIPMENT. CONTRACTOR 911U1. DMW41EMM THAT SAFE AND PROPER 7iTJBIQE4 ARE ALWAYS USED. 0. THE MANY DEPTH OF FOOTINGS BELOW UNDISTURBED GROUD SUFACE SAL E 12 14 NOES (305Ann) t N ALL CASES THE FOOTINGS MALL EXTEND BROW THE FROST -LINE. 1. MEAN ROOF ROM 0. MATERIALS USED IN THE FOUNDATION SYSTEM OF TINS 57RUC M SHALL COMPLY paWN PIRA PtFssuta FOR W/ ALL APPLICABLE CODES AND/OR REOMONEWIS (61CDDN0 STATE A DA R L OCAy. E �. 0101mm L nON: 1. APPROVED TOWN PROTECIION/TEATMENT SMALL BEPROVIDED. A 6 INCH YIL CE CLEARANSHALL BE FRONDED BETWEEN EXTERIOR WALLS AND/OR SIDING it GRADE FOR TE'RM1E ISPECIION (4 Nt2E S MOMMUM FOR GARAGE OR PATIO SUBS} 2. UNLESS OTffRNg NOTID, 18 INCHES HIWDM SMALL BE PROVIDED ED BELOW THE B ORRIM STMAL FRAMING (CLAW. SPACE AREA) TO THE SOL S A 1'-C (12 IMCM%I MNYIN CEAIASMALLBETIE SMALL PROVDED WFIEE Z ALLTHE RMC E SIIIBFS EXTERIOREXTERIORWALLS AND ALL CONDENSATE DRANS, ROOF/MMER DOWN S'OU1% S "mm SYSTEMS ALL SPRAY HEADS MY OVERFLOW GRM6 t WATER HEATER AP GRAN (OFSiE). NI 4, TREATMENT SHALL BEAPP1 ED TO ALL AREAS BENEATH THE NAMMO/BTRWRIRE (NOL oNo ID PORCHES AOVER LIE AREAL%} AS MILL AS, ALL MUM AREAS THAT ARE LOCATED UM A HWWrN OF 1'-C (12 NOES) FROM ANVALL OMPIOR WALLS 6 THE FNADATMN SYSTEM AVDIN AMC PORDMN OF THE BiDMD/SDOMW OR AS ALLOWED BY ME FW qw- 0. TREATED SILL BELOW ME SfRW1MI1E SMALL BEAIL COVERED WITH A H0 IL POLY VAPOR BAME L TAFATIENT SAIL SE DOE AFTER ALL EXCAVAIKIL BACK FUM t CDPACIOC ANY SOL THAT IS OWURS'DTHEAFTER T7REATMNY 0 RWAUED SILL BERETWAIM 0. NO WOOL VEZINIHOL DAD ROOMS OWN=D, PAPER. 1RWALS ASNL CUM MATENCR ANY caLN■ m OOmmo MATERIAL SOUL BEBURIEDWHIMIEWHIMiET FIFTEEN FOF ANY BBDNG/STRUCTU E NOR THE POSIION TOF ANY BURDUD/S MICME THAT MAY BE BUILT OR INSTALLED. REFER 70 NOTES 1. 2 t 3 - STFE PRETP/FOU DATRCN SECTK*L 7. U6ESS 07 ERNSE NOTED, A OALV. MUM SHIELD t P.T. LEM SAL BE INSTALLED THEALONG TFOUDATIOI SVSTEML WHEN P.T. JCNI S ARE -USED D FEDM NOT REM E OR GL=NG )PROMMON: WIND-BORNE DEBRIS PR07ECTION IS NQL INSTALLED EM SUPPLIED WITH THE BUILDING. GLAZING PROTECTION NOT REQb W/ IMPACT RESISTANT WINDOWS. ❑❑❑❑ DEIN❑ �i®1 a,❑„❑MES PAO(ARD COURT, j SAFETY HARBOW 3 34695 727-726-11 El 1:1 El El 1S 1mRtN4 13 FEET YAIOrN SOAR• STATE OF FLOMA l�l (? )m LWEDRIO. I 2010 FRC ]0V AAHFAIRIJO 4 ADWA100W 2010 FRC son AA4NOARNO ✓Nr4 RFCAIrAL 2008 NEC p F1D"°QJO 2010 FRC BMW, 2610 FRC WHEN FOUNDATION SYSTEMS ARE DFSHONED OR CONWIRUCTED.BY 07NEIM JACOBSEN HOMES AND NOT E HELD RESPONSIBLE OR LIABLE FOR THE FOrDA7DN DESIGN OR CONSTRUCTION AND/DR PLAN SPICIS & 1LEWMG ,AAGWCY APPROVAL THIS DRAWING PACKAGE COMPLIES WITH THE FLORIDA AIANUFAC[URW BUILDING ACT OF 1979 AND ADHERES TO THE FOLLOWING CRIIEBUb COWLMS W12010 FLORMA RM ODDS, INOZOING ALL 2012 AAMNIDAW M CONSTRUCTION TYPE V-B OCCUPANCY R-3 TOTAL NUMBER OF STORES! 1 170 MPH WIND VELOCITY Vdi mwmb) FIRE RATING OF EXTERIOR WRIL S 0 ALLOWABLE FLOOR LOAD 40 PSF ALLOWABLE ROOF LOAD 20 PSF SEISMIC LOAD 0 JACOBSEN MANUFACTURER HOMES HIGH VaocrtY NO HURRICANE ZONE PUN Noa (M890►) USE PLANS COMPLY WITH RULE 61-M FOR PRODUCT APPROVAL OR WITH STATE OF FLORIDA STATUTE 553.842 RAISED SEAL (OR OXCIRONICALLY SEALED) SET OF BUILDING PLANS ARE ON FILE IN THE THIRD PARTY LISTING AGENCY'S OFFICE AS DIRECTED BY RONDA DBPR THE MANUFACTURER'S DATA SHEET AND THE STATE IDSPR) INSIGNIA, SHALL BE PERMAEUMLY MOUNTED TO OR ABOUT THEE ELECTRICAL PANEL. (COVER). mud HWC ING.r INC. 1627 S. MYRTLE AYE. CIFAMAZUER, FL 33736 (72T'I 58"151 ]DRAW NG IPACKA,GN lNormik IDISCR"ON COVER SHEET & NOTES FLOOR PLAN LAYOUT PAGE NOT USED ELECTRICAL CALC'S & NOTES ELECTRICAL LAYOUT EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS PLUMBING NOTES & DETAILS POTABLE WATER SYSTEM DETAILS HVAC SYSTEM LAYOUT SHEARWALL & SET-UP DETAILS SHEARWALL CALCULATIONS FOUNDATION LOAD DETAILS TYPICAL CROSS-SECTION (ON -FRAME) TYPICAL CROSS-SECTION (OFF -FRAME) EXTERIOR GLAZING PROTECTION AWAVWMWS: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALLS & HVAC CALC'S TRUSS DETAILS) 2 3 4 No ;6, 5 � • 6 7 B e O: 9 10 11 12 13 14 15 16 ,AREA RESERVED FOR US1)NG AGENCY APPROVAL STAMPS: PC" OF ME PLAID AM r X'AIDMB MI MIN WIN N TN S aASNO PAOMaE WHIMS OMNUA NOE WN ME WXM WERO D WML CONMUCFION CALC'S FIGURED PER R301.2.1.1 - METHOD 2 Michael , PI 0 Digitally sign etl�ya." is ael G Tomko DN:. CN = Mictias'T/G Tomko C = US Date: 2015.03.27, 9: 6:54-04'00' » nsN 3-27-15 luzyw VOID Oa11MY WAD U, amE A 00RFN. N 46' <sr4q a s z WS S11=1 HHE HAD NOT SEEM DEao® OR APPraMHa FOR 13ACEMW N H C H VFLOCTY ; 3-27-15 PlanNo 2540-0104F(M890)11 1[1S BUILDING IS NOT A HUD BUILDING. I0 15 IE AIE DD1. OE. r9 01MDADE mMTY OR MOSM C11MV). Approved By SCOT'r S. F-F&al405 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR THS WRDNO B MMJW TO EYEF AND APPIWAL OF TIE FIE POPECTM 010-SiLE FOR /"'� LNSIALLAMON ON A SUE BUILT PERNUUUNT FOUNDATION AND - COMPLIANCE WIN ON CO FIE SUETY CCM _ LS NOT DESIGN® TO BE MOVED ONCE SO MCIED OR INSTALLED. `vmm JAAIULSEN N MES CWDEE THAT IRE W AFACIW D MLOIRG MILS BEEN DICAXXD PROM , APPRO)OMA71 SGUARE FOOTAGE OF BUILDING: 7m IE' ULA10M 6 TIE INN® SBIFS DPAn 6 musm a mm DEI4DIEHM► (TAD). 160 SFr. LING AREA Modular Building Plans EmmInor CMS{1®: rr�laT ENGINEER O' THE BUILDING PLANS SMALL GENTS AND SYSTEMS RMATNG THERETO. License No. SMP-42 DATE; 11/13/1014 THESE PLANS AND DETAILS ARE CON, mmAL AND PROPRIETARY MATERIALS. THE CONTENTS OF -THIS LscAul ww - T 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 - VASE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WGTHOUT EXPRESS .WRITTEN I OF 16 AUTHORIZATION FROM JACOBSEN HOMES THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. O COP1fRIGHT 2Q5 TIC: mg . C DWSL IA In MODEM 1Moo-so urviumr © 2m . ML ROB SYDY HRos nOOA ALL lumm LSa01m 5 + `At� }' e 1. ALL DOOM DEVM SIALL DE RIMM11D WM A LWW WATIM PROW AO/Ot tfAM IN:RL Mr COVDO - M WMO ALL OW OMPTACLES It LIOIIT FWUMM 1 BE LMM F011 SM USE NO W" aE LAEM 'IAA' (WAINM fE9S M. 12- I�1 I K • r R-30 ROOF INSULATION" I u_znur•.,L® I two sum OVERRAN65 R-19 WALL INSULATION-- 1w �; �� Ir-a 1-22 FLOOR INSULATION' • 11yy A. O ET 1� » ■LTA wm lx w S t :� i■ ~ !Q � 15 E.-a iS 1 1LmaoO az p' DINING 1 M c-W _ Nt I ® OFFSET 1 3 Y ID �o 63 WWI I van, • I omtAr� _ Ias7e:e 1 WIN �� 2 RL SET M LIVING ROOM OFF , ' IR Iti A``2 / �/ IfiNA7URE TMO t JACURFEM HOMES O 1 R90 emlanoM Ai ` y ��i0� / B I 4 - i iNl1� <S i tNl W w i07 I<17� Zt.r No 51LIE OVEIIHAN65 ah71/t �•I• IM •• sr4 Yw ROOc OEIR. �•r O IMPACT WINOOW5 110E 3Bxlrs mawuw FUT RAPIERS Y{ txls sEcrnN s I tnaleatI"IffOROFaI r; i1yr 4Vr A 501-113 FUEL BURNING RM- RE A IMIEW INSTALLED, RMWLArE SHALL rOMPLY WITH IJL-127 0 2x8 MINIMUM FLOOR SYSTEM REQUIRED a 2x10 MINIMUM FLOOR SYSTEM REQUIRED 2 • • • ALL 1-BEAM [CHASSIS) LOCATIONS SHALL HAVE PIERS Z • PERIMETER AND MATING LINE PIERS ARE HEOUIREO. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION W • PERIMETER AND MATING LINE PIERS ARE REWIRED. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS (NOT JACOBSER11. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT BOTH THE SIDEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND SIM. ENGINEERING PRACTICES. W BOTH THE SIDEWALL AND THE MATING LINE AREAS, C AS WELL AS AT THE END OF EACH SHEAR SEGMENT. AS WELL AS AT THE END OF EACH SHEAR SEGMENT. lal►Aa 1wI diOfATL>• 10a MR IIOR , M1r w m I NDrr, � ma m o an"°' 0 or'.) a"a 11001001 m I= nm u so r 10 10011111m a u s m u "A mu NewelA iro Y a" M um rAM 100011 R O aw 11111 &" 7.11 rAa ANY ATTAI3VWMNT5 TO THI5 S7RULTURE SILAI L BE COMPLETELY SELF SUPPORTINS AND SHALL NOT TRANSFER ANWOR INDUCE LOADS ANLLOR MMER FRREER RI0T0 THIS RIJO TIIIUN/WM11L WF_ tteo - naa Ra s11aa ®a® iral�ataSlM�(11T� ® wam most uu=cif.) M Man LOm:aa Or.) 1rA1suL 0 NGmmi.Im mtm ou=a Qi malt L00 = am 1MD ®®® W 7A, 1P a w ve Nla INAr Eil delft NAM LOLL • ORao ♦ oOla wem mAmoo ❑ 00WMNsuH+om aaamala. mm-vlaa_ap 11wa11SOsa S rrR7NrIr'Qb POT mla. 1�aP� P�pay,aPsa 1 oa I m AL ■�Lt 1R ` m a a a W r an �© 0 0 O a 0 o 13 1 O N 1a70 O 0 O N 0 a a >a N A70 m 0 0 0 N 0 0 a s aIt N ta7a o 0 o N p N o0p❑70 N 00 0 0 NN m000 O000N 0 Q 0 0 r 0 O 0 O N 0 A _ 33.M FSP OSHEARWALL DESIGN e _ 17.= PSF �SwOW�S: aTo D _ 10M PSF OHLta 0m1 mrwe YA1m Rr 01a1Mp O 1eel aFAR vm m a w• Or rLw OYa1MS 1� am OaLaLam mm LIDS vm m wr oaB1111rH lam O 0®I LImM I1Nm o ti 2mm olEa•aaalo Pam 0O OClam muN TAILm 6fa RI otDelwlm RNOH O OIOI !GOT IrLm 0Rr as Lw plDRaa1 R1m 0 tw OSttlO �NI LIfM YNL6 aRaawla/ O OIOI !GN TN1m 0/V RRm ee In otanallm lam O= OOIM m 7a rA�I= 1 MOM LMa e W. a L AM � F13 UcKr �a®, m JMt Iap� on ro S a a 112111 401 0 14 ■ a am am a fa t m 4m Am 1A6 u ■ a am to 20a % ■ a 1110/ 48 2a- a s a JIM Lm a a a 40 000 as 2 S a a a as1 as aAa a a a SIM 7M an m a a am am1 0 A a O am a1 1A m a Aa Oa. v a1• i a I&M Oa a0< _ m a a HOa om am aL a u AXX Lm 0 — a■11 as_ Lm a a ■ A taa0i 721 aam a a aI uum M11 l m a 1 731 a 13 1 1111011 1 1711 am a1a 0 a OO alaaaa am ■ L IX LNKr N CIL rti M (so Fla a ■ a LLO 0 a m a a na 4AN a a ■ a L1A u 0 • 7asa In am um to ■ a ota Aaal alp NOTES: Jim 0- i� JI; MMO OUMY ■OM U, SUM A 0021m N �69■ V41 ■ao me DRAWN: cyglq CHE©®: RTAT DATE: "A3/5014 SCALE: aAr _ Yd sxEEr: 2Of16 WEC: Bp■r■a c DINS: MODEL: goMN LOCO-01D 11a CNOItJ AIS RAID Aa a110f1AL AIS Ra�17 GOfNa as ONlmlla OI lOT OatNM ►AO01a 07RM OONiOI1AL AND/a IIIFtI® aSSt1oL Ar7 muffmm UK Owen ommi . 011011110111111 w La romAk m AN7 O< M aaaa OO1GaO Soo ■ swu RMM n M001a1 mm Am rtT m aaASLL 11111K WZaAU AM ONR#1T © aH .1100aO aa11 LP061T WINO; 1LYaA, ALL 111ES ImINOa M OM a = a W =1WOS P"= SLT AID IIIALL 1OT a S&MM OOM a 0ms aa1m1® AOA! OBaMI® M c017S O TOR AL IpID aowAL OaaNR w BUILDING.Sm• Sm 54 FL 1. 1. 115031 NUMBER OF GENERAL LMM / CORDIAL. USE CAORIS ROILIM 2 M HOMMM (SF FL ■ 3 VA / 10 VOLTS / 15 AMPERES - MO . TELL OF GENERAL.UMM / USE QOtS RE7MD) 2 COOL UNING AID CDERAL USE RECIPFAOFS AT 3 VOLT--AN9i6 PER RELDNC SOUSE FOUR 2 �A IIMTOD / OFIQAL Use NO ■ 3 VA 2N0 VA TOTAL VOLT AMPERM - 2540 VA SMALL AR4UIIOL AND WEDRI LOAD AT TAB VOLT-AMPERES PER 20 AMPERE fXMC SMALL APP UIQ LOAD: 3 I 1AB0111I VA - 45B VA 3. WEST LOM 1 s 1S000D VA 13B VA TOTAL VOLT-AN4RM . OW VA 4. NAMEPLATE RATAC OF ALL I = AFFDANES (M VOLT -AIDE iRZ CLO7IES ORWL - 52100 VA RUM LOOM VA caw Tw. - 0 VA WALL OVER . 0 VA MICROWAVEVER O. 24B VA D@IWASHM 1390 AAA GARBAGE DISPOSAL IMD VA 4. 1UTER WATER 0 VA TANOESS WATER HPAIER - =0 VA OBEL - 0 VA omm - 0 VA ORIEL. 0 VA TOM VOLt-ANi7E4 - 2N® N1 S NAMEPLATE RATED OF MDDR AND LOW-POENfACEOt LOW (N AIPERB"k RANGE IDOCC* 1 R 1.1 AMPERES - Ll AMM35S E7NIST FAKE 3 ■ 0 AMPERES - 11 AMPERES MIND FAKS-A 3 I 1 AIPEES - 3 AMPERES Raw ■O(CAS / gk 0 ■ B AMPERES - 0 AMPERES 6. TOTAL AIE47E8 - LL2 AMPERES NNUTw.r : 1200D �15 TOIA VOLT -AM E M . 744 VA 7• 8. S 70TA H ERIM AID AR-tbDIOOlD LOAD: (USE 7NE LARDFST OF THE FCUOMNC SDI SELECT OIS - (A) 1ND 0) - D VOLT-AIPERl* 9. A 1001 WA TIE NAMEPLATE RATAKS) OF TINE M1-CONDMMM10 AND / OR COO9ND MT -AMPERES): 1 ■ 144M a 1BS - 144M VA LARGEST S ROCS OF THEE NAMERATE RATEIOM OF THE REA71N0 !EN A HEAT FOP - 10 B USED 11111HOLIT ANY SIPwEROrtAL Etirm MFATm EVRT-APF1USb 1 R 12WO f 700E - 1200 VA C. I ME W THE NAMff3VATE RATN0(S) OF EFEEOAL 1E10M STORAGE AHD 11. OTHER )SAID MOM WERE THE MINIMA LOAD 0 E PECIED TO DE CONMWRS Al 11E RLL NAMEPLAE 12 VAiM6 SISMIS OUAUFYIND uDER TIES flOml 1E1OL NWT E CAILIAlm ANY 01101 OL'101 M >�b :ODEm -Ae/n!S 0 R 0 e Ims - 0 M L ion OE ma NAwmATE RATNN(S) 13. OF THE HEAT REP CO P1ENCII AND w OF THE SUPPLE E71TAL ELELTIm 14. WAIO SVSIE6 F THE WAT PUP TEAT RIP COMPRESSOR 5 PREVEIEtm FROM 0 R 0 R 10GE - 0 VA OPEPAINO AT THE 6111E TIME AS THE 11INV E11104M 1101% IT GOES TOT MID aR11MINK NR71C 1[AIND 11 1011 15. TO E AODE1 TO THE S PPLFLENTAmY 0 R 0 R I=. - 0 VA 16. HEAT FOR TIE TOTAL CEM11RAL SPACE WAIMD LOAD W7-AIPWft ym LOAD 1Dk - O M E HL9R OF THE NAMEPLATE RATING(S) 17. OF E]EAIOC SALE HFAIM F U9 THAN FOUR SEPARATELY CONTROLLED IMR NWLT-AI pom 0 R 0 R - 0 M 18 F: 401E OF THE NAMEPLATE RATING(S) W ELECO C SPACE HEATING IFFOR 19. OR MORE SEPARATELr COFWtOUm LEIS 0 R 0 R 429 - 0 VA 20' USE INS VOLT-AMPERE RAIDS FOR THE TOTAL. OF TIE HFAID AID AR-m40 M MOAN - MM M 7. TOTAL OUL1lAI D LOAD (LOADS AS CMW10 N 2 THI51 5 ABDO MALL Q]QAI. IMIOD / ME: OEOES 0 - RN0 M 21. IOTA SMALL APPLIANCE AID LAUNDRY LOAD ft . E000 M TOTAL NAIERATE NAIMD W ALL REED AF l.IAMC (4j . 2111111101 IA IOTA KNEFLAIE RAID OF MW16t 0 L-P-F LOASS Csk - 744 VA 2, 70GL VOLT-AIPEES (OmED IOBMS 2�S RIOTED; - 32244 VA S WUL m LOAD (FROM 7 ABOW0 - 31244 VA RBST IOM AT IBM - IOOB VA SIRRACT THE FAST I01= RIOT IOTA DOSED LOAD: - 29244 VA 23. • FIRST ROOM AT 10011; - IDIOM VA (FM 5 ABOVE) 29244 VA - N W= AT 40l - HEXER VA SIDIOTAL OF BOTH LOAD COSMMM . MMIA VA 10 IM CASED LAD (FROM 9 AIIQWE - 21WA VIA TOTAL IPAIM AND AC LOADS (D - LAR03T OF W TIER LPk - 144M VA SLDDTALI - wwA VA B9BTOTAL DFAND BY - VM72 / NOB VOLT MNNN CUMIED AMPERES REQUIRED: - 150M AMPERES 1 DALES SIMM PAN! A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED do GROUNDED IN ACCORDANCE NTH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL El FrTRICAL CODE (NEr.) ADOPTED BY THE STATE OF FLORIDA. AT THE TIME OF CONSTRUCTION OF THE BUILDING /, STRUCTURE. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SNATCH WITH A MARKED 'OFF' POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). WHEN THE MAN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DES104ED / CALWD BY 07HSM 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 NATION L t, FCTRI -AT COe (N 4 BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE. BY OTHERS). ALL 120-VOLT. SINGLE PHASL 15- AND 20- AMPERE BRANCH CORCUTIS SNIPPLYIMG OUTLE16 N ALL BEOROONS UVNG ROOMS DElM% FAIELY ROOMS. C10SEM HALLS, DNNC ROOMS. & SIMILAR AREILS SHALL BE PR07ECTED BY AN AR04AULT OR= MERRUPTER, COMBINATION TYPE INSTALLED 70 PROVIDE PRO11MON OF THE BMW ORLTET. 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 iNTERRUP7H*L ALL SMOKE ALARMS ARE EQUIPPED WITH A 'HUSH" BUTTON. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES 70 THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. SWITOEE& RECEFTAC= AND / OR 07HM FIXTURES MAY BE ROMA70 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 (IN 7HE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. ALL RECEPTACLE OUTLEiS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS. LOCA70 N THE KITCHEN MALL BE EQUIPPED WITH GFC 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 TWO-FAMLY DWELLING THAT IS AT GRADE LEVEL. AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 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. INDWELLING UNITS. HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. N DWELLING UNITS. AT LEAST ONE RECEPTACLE OUTLET .SHALL BE INSTALLED N BATHROOMS "INN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PAR7i7ION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUN7ERIOP. UGHITING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 ,AMPERE IUC®iMC SERVICE PALM CALCULATIONS PER NAMOMA. ELECTRICAL CODE 220-62 OPTIONAL CAIL UTON - DWMING UNIT 24. r" 26. 27. 2& 29. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS - A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH A COMPLETELY ENCLOSED LAMP. (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH -OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. PROVIDED THERE IS A MINIMUMCLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE (2) SURFACE -MOUNTED FLUDRESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE COLING. PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. PROVIDE) THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. TRPE�NLIED�WN9CTHN.��-ff�FETUHO !LIGHTING TRACK. PENDOR �LIN-SUSEND(PADDLE)FANS { LOCATED WITHINAZONE ►ASURED FEEHORI Y AND B FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE 5 ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL LUMINAIRES (UGHTNG FIXTURES) LOCATED N THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS. OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. THE MAIN ELECTRICAL SERVICE PANEL IS HARED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEU7RAL/GROUND (4 WIRE SYSiEM) FROM THE FACTORY. IT IS THE RESPONSIBLTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACKED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 17. no NP MAN PANG 1[R-OS�AS �90Mli,R•rN1NR�Om a!i'l wLTN - �O R 107E AIR 12RANloO7 R ,�1A amwn�nwas��Mm.D+A am R11Lg (�7( �1Na1�L�soiARA ssa rae OD HM R EC AA1E. a v LMn a Alw 1 WAR 2 A11011 (w mEO Nsrwm l� i' MAY BE 0 DERED PER I7IW,E�E, fly O R+ ROM YAY E ODEI® REM WE S . 15, a m am am �I � F� � RE•TLe lD NFEs 7. 1a ! is a sELE MET ON DOD 2"-OOPONDW Em -- Rai NEC 3101S(AJ(E) a 200 ,AW EM.ECMCFAL RISER DIAGRAM 1 I P M1A71 W B MlY R MefAlD I1N7I 71NA7 �M-11MOG ■ s m A�o'rP m- Wl meQ11E v 1E 01�1 R1NRSMOFm1AT s umm�rio�e Ero A°�Ln DC IOf,L A:lllt♦R NNaR aAiTYL TIFF ETNS AM RATS AN 0110Eim11ML AIM FIOROM MAWI ML tE OONMOIM W TIME DRAID PACCIMIE COIOM =61MOIUL AMIMt MIMM rit>DIAIOL AM INNRI1111111MD UM LV nW MOD= 00 � Cr IM 1MOGGq a NIF O: 1:l GMT= CWMM TIEpL i E1W7Y 1� R MC MINES NO MAY E YWiL MM MAIDL s AM FROND TO Ill 11131MIT Im MUM R1111OSTt OLT AND SILL 1RM E !A1190. ON= 0E OI1ES1t 1011mIQD Alll V= M MM ID o0m RE MR REPOE 1111110111' O1MlI MM AIIMNMRATIOI 1111111 ,SOfaEN 101R 111111 MMOO PAWAE AND ALL 1111 CM11DIM AGE TE 10=011ME PMP MK CF AA001111111I M 11M ALL AIM 1®ASL OW1SMR SO AREA RESERVED FOR LISTING AGENCY APPROVAL STANIPS: 3-27-15 NO W W asm, rroam Ili c 2Jz Nan s� RRRwu�m-mA.Sr �4RTER 1' MOIRES Mf 2010 RSA RII CIF, 1010.11011111 ALL Mtl AM DCMIDr S /2015 �g bR DwNn ROAD M. awe A OOAEN, N 46M WA DlR s I DRAWN: clam CHECKED: ILLALT. DATE: MM/3/2014 �= 3/tr - 1-40 SNEEF: +4 OF 16 WEE: E.:ps. C DVVS: VO MPH MODEIs Mm-m oM'I1011 0 nl5 . AACoD 1:71y SAFER 1611011t. FIOOA ALL 11.101 ImOm ELECTRICAL SYMBOLS LEGEND • ■.•fu � s WRtI_ f1� M1f7 S� TR C_I �. atWIM 1aI� o HMg 1EL—� Ia I LW■ wa�AOA>• f__ r _s1N4 sMNAHn1 � tiM � of fI 1IA�\fs..s•fII w� s� � .� f t+• .�®IMfI I. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT' COVER(S) — INCLUDING ALL EXT. RECEPTACLES k LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT MALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR' (WEATHER RESISTANT). SAL 1__- s fw s1M 1_s- sHHaT � Pfs- sH_T f_atfw.-A.1ST w-anfR� ELECTRICAL CIRCUIT SCHEDULE 1 sll.-BRA /-f 1M f f w -f wm I-f N4 ■ O �t@■wm A-■ Dy- ■ M _ A��-fRf fO-■ Oi ■ f 1n_R_10_ . 17i ■ O O3 _■Its f 1M a f •Lr R f 1 w.I 1 ■ fsll__-A.sT ��-..fv. fsAl—� M Vt -A.■fT �-O wm ssl-�RMN MM■.-s•RA sl•-AfRM. SOME TREYS SHOWN WAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SiHEC>f7CS ALL W. PRONE: AND ►AN PEPS AM OPTIONAL =i•f._aOfig.A_M0mA n=f�-ws■seaa � .m �_f�nw•_1Q_ea•n ��1Wa�wrRl t1H10 A1w _ 1 wilf,,ll�fl t■ A.IEe 200 AMP ELECTRICAL RISER DIAGRAM TOTAL NUMBER OF CIRCUITS USED = 18 TOTAL NUMBER OF SM. BREAIO R. SL07S USED m 27 par rNL1ID 0{tAl OR PWOY TAN N=Aw<q REQUIRED EXTERIOR DEVICE LISTINGS: 1 1. ALL B aMOR DENIMS SHALL BE BWAL ED WITH A IBM RAPIER MW AO/OR WADER =MIANT EOVFRM - NGLIDNO ALL EXT. RSCIP ME i LLMT FIKILIM Z ALL RECEPTACLES NSDN.ED ON,1HE EXTERIOR OF THE DIEL NO UW SIIALL HE LISTED FOR SUMR USE AND SHALL BE LABELED'FL" (EFATRER REGMANT} IIHOI MORE TIMN OE 9100E ALAI 0 OECLM03) 70 E NSTALLED WIIIM AN NOYWIOAL DMILI G THY THE SAME ALARMS GALL E OWMED N THE R WMW LOCATION(* ALA01 EMQS !ALL E MEICOHECED N SOH A MA NOt THAT TiE ACVAIIM OF ONE ALA01 WIL ACLLVAIE ALL OF THE ALARM S N THE INDIVIDUAL WE REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL - IN L N EACH 220WO IDOL INSTALLEDALL SMOKE ALARM SHALL BE LISTED AND IN WITH 71E PRREDOIOI O' ME FED AND 7FE L A NLT 06LaY AM TIT or A 1 O 11MT D MWE Z OUISDE EACH SEPARATE SEEPIG AREA N THE :MMAAIE YIVEIY OF TIE ®ROOTS NW WIM WARNI G EO IPII NT PROVISIONS Or GPAAOxANDANOE W1 At LO OUTLEACHET T LILY IDWI. AT LIA1r OE Nl>DOO1S OTHIT At>QI>♦E AT OtAN LLY6 NO 10T TOE 711AN VAL OI VM 3 ON EACH AIDRIOML S10IY Or THE OWIILNQ I CLIJOIG BASEIE NIS BUT NOT NCUDIHO MM1L RACES AND THE I1011WBD S1CIE ARAM SHALL IECO E IN R PIMMY POWER FROL THE MOM EWIo WEN SLOT YBI!!10 114 HET As1 WMN am E Amain a TIE Iwr NO TIE I = Or TIE me= U OWNrABLE ATOM N DWEILNGS ORDELLNO UFIS WITH SPILT LEVELS AND WIOIOIT NTSIVOMD DOOR IS 9TIVED FHBWI A COVIERMAL 90IlCE AID W'rEN POIARY POEM 6 N1EfOAJPTLD. WALL iE'L9VE POWBi FRMIr F IIS LIMIT 0 70 E I lMLED N AN FELYAIED COIWIINOK ANY RECLINEDEIITIRON ETEEN THE ADJAOIIT LEVELS. A WOVOI E ENNSAELED Of THE: WPBR LEVO. WALL gff= I = NNE A BA71kRL WWG GULL E PBNAIIRT AIO WITIHOUT A OISOOIF.CIIIO SWIIOI 00E7t 7MAN 7MOSE R<aIWBD CUUM (AT WN LDS) MALL E IOTALLED M-3M W 00101L AADJAJAONT LOER UNEL-PROVIDED THAT THE LOWER LLN& 6 LESS THAN OE RILL STORY BMW THE UPPER LEL OR FOVER CIEOM PROIEMIOL _ oEcmm Now: L A LICENSED BECROCAL CONTRACTOR (LLL4NSED / CRHFED N THE STATE OF FLCIM) L LIMING DIM= EOMED: AT LEW CNE WALL SWIIOFOOITIOLLED LLOflgQ MLFT Li COILING FANS WAHE NLLED TI LL SAS0 IPAT E FC1IDY OF THE INADES TO THEFINISHEDZE UALL MAALL IEUNND CN-STE L2ECTIOCJAL COMECOOIR ALL CP THE: OI-SITE WALL E IIM LLED N EVERY HABITABLE ROOM AND BAMIRO04 POOR LEVEL ILL E IO NOES LWMMIL GKI NO FANS HAVE SEEN NOIIDID N THE BBC. CONNECTIONS ARE SIMELT 10 LOCAL NSEED1101 AND APPROVAL X ALL MIC POOL OUREU LOCATED WIDTH MR FEET OF A ONK OR BAWIH WILL E E WPPED WIN LOAD CUM N VMV IIOML DBIBFOE TREY CAN E NSWLED MTODr ANY PLAN RAPMVAL Z 1f -AL OH-Yfi MOI AIM■ t M Ml-- AUs ONE® ono MaalT_ WUM ■ ALL AO■ GEM PROTECTION I = POMMEL ALL MMEPIA LZ CURl18 WNW COINRBrIP36 LOCATED 14. OWTM M RLEPIAZA AM / OR CM WJMM MAY R ICOATLD POL TIE MCA MOM OR LPMW ma EER raw GOER MOOR KW4 MNW NOR • ■t A EVIL N milamm N N THE NIMBI WALL E E011F® WITH w PIGNCIOL FOR PORIOIEL 71Q APMWID P XM / MOMS ME 10 WOTIIRSHMI ItaWIANR ALL LOCATOR !ALL Al ANN~ ®►MEERNN, OSMs I= M/NLE 10 N IMOCO a1 TIE M O 6 ALL WIOPTAOE OUREIS IMALED M I E BOE = O TIE MMOIG TALL E FOAPPED OMIT WIN APRIGAOE MOM M 1E U&ZKLMZZMGMJ=LQ= S ALL 0110E RAYS WALL E MERCO NE :TIED SD THAT 71E ACTIVATOR O* ANY ONE &AIM WITH A EJUNER PROOF (4P) RO NKIE (WWI). ME NTIOMM M WIIM 0 MOT OFEL'1ED 11 Pal -4*~ MO ULM PAN THE IWI l MIML PAIL MILL ALSO E q 70 THE EL CMI E SFIILTAHM AGTLVATIM O ALL OTHER ME ALARM ALL SMOM ALAY! WHEN AN ATEACH ENT PWO 0 NSOITED OR RENOVFD FRON RE MMgAOE OUTLET. CRAM O THE WDTOI ON UM IT 0 I MIiEL A MOIL JWW WALL ALSO E I ALL N WJffiD WIN A BATTERY FALX-LP FRAIOE N CAST OF PORARY PO FARM 0. OM PROTECTION MAY E PROVIDED BY EITHER A BREAM OR A OC RECEPTACLE. INSTALLED KIEER ALL OMM S CTOU FOR THE BBME OR OR RMO CONNEUTEL ALL AND / M MBEPOML ALL SIO E ALAW ARE ECIRRD WIN A %MIf 511110L 10. N ALL MADNG$ AT LEAST CIE IItTFPBLOE OUTLET 9I1LL E IWALLED N SLAMMOIS WINIMD OOOND/OOI D OOIEOII00 WAIL E WOE R A OVOID pIOH;ED) BECTIML 4. SHOE ALAIYS An CARBCM MOM ALARM MAY E WALL OR MIND MOUNTED WOER W Mn (3 TOM W THE OMICE EDGE W EACH BASIL I E IE4F11AClE UAW C1MTItAC1M (M-MG LY WHD11Q AO A! >I�r iD �1101 E TIE LOCAL dI0'Al{SOL ON AOOOOANN WN THE L■MIN} SHALL E LWAIED ON A WALL OR PARTITION THAT 6 ADJ CENY 70 1HE B0.iR M THE IL TIE Wal ELECTPCAL WNW PANEL 0 E® UOmD M MOMED HLDMtjOOED (4 E! L ANY AODMON M A F0SM-FUEL-911AOaG WAiFR OR APPIANCIE. OR AN ATTACHED BAM C UNTEIM. 51151191) ROS THE ►ACTH► B D THE 11T0NIE7Y OF TIE IHD® MEMW.#L OWMACOR GARAGE R WALES THE NSTALLAiIO! OF AN OPERATIONAL. CARBON MEN MODE AWN 1L 0011110M AND GRIMM OMPOUL MAY E IQCRIED M ONE (1) 2D APSE VS .) MOIL 70 PROVIDE I E BMW EIEEE IE LBLOAL AHD COED FrIEOEOL WHIN 10 FEET Of ANY NOON LAID FOR SLEEPING MWOSES (BY ORNRS). 1Z FAN / LIO1T CO®LAMNS WALL E INSTALLED WITH SEPARATE SWITCHES v. SOLE TIBB MM MAY E OPTIONAL M WOURE NSRALLAm O!-mE. HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A SERVICE. KDOEFI ME •MIL E NSDWED WI11M 25! OF THEO6 ENY NISFAMRECEPTACLWALL BE NSVI LED OM-M Iff CET=IC Z HVAO WALL E PROVIDED WITH REAELY ACCESSELE DISCONNECTS ADJACENT 70 THE EpUWEIR THAT 6 BEING SERIAL A NEST SUM WITH A MNOED mWr POSITICN TNAT 6 PART CF THE NVAC E MII NENY AND DISCOIECIM ALL OF THE UNGROUNDED COOUCT018 SHALL E PEWIE9 TO SLOOE AS TIE OECD NICINO MEANS, MM OVER CISOONIECINO MEANS ARE ALSO PROVIDED BY A WAOILY ACMS$E CIRCLU BREAIER. NHS ROMMI D CISCONFAT TALL E I SMIED of--= BY OMH OML & CENTEIED BECIIO AL CONTRA= WALL VOOFY TIE ELECTIMAL. LOAD CNALLAMONS AFTER 71E WATID AND AR -CO lTMfNQ SWSIBB HAVE SEEN IMPALED pHY U004 4. THE HYAC U TT A ILTDA BEL 0 TIPPLED • IMPALED OFdIG BY COMB THE S WG AID lCID AWOL O Ili MAN RAO7t FM TNT RM WAN. AS ELL AS ANY RtirED EN EOINE.Y/i M T841®SG WINL E CO FLEEED R A *MIA ROM IIONSEWD. BDOIN& OOMPOIOR AM 0 ZMdCr 10 IO%tI01 AM NPRAL If IN LOCAL AMONC ON NANO AUCsi:' 11M BECINC1L OMIRAMOk BALL AM 16WY P M PNl3 AID IEA601 S AID 90DWA3011 R THE BLOC IIILDI A e0E ANY PCMDt 0 3/PLED 10 THE MOM BE4RAL PA14 a AMP PO IN OF TIE MLLOIM AREA RESERVED FOR LISTING AGENCY APPROVAL SrAMPSs pPPROVfO wew AHa 3-27-15 —p— NO 34L �.�...� -210- 1.� eRn c1RTER WW-9 MR MORE y'SM FLOIOA AM OOL, MMUM ALL MM ALE30iNM No; �'63802 ® Qi nmo muan smAo w suaAA oosMW w Asa (A7A AAamse DR/L1NNs LEIO CHECKED: ILL/M.T. DATE: t1/I3/ID14 SCALE: 3.AF . Pd SHEET= 5 OF 16 vm: mw�O DWS, TA LPN MODEL• YCD-40 15 ffi MU AM PAID AN 001190111AL AID FWN=W SILO " VE MIMID Cr lO OO1WIN PAO= OWOoI OfIWLMILL NONE PEELS I 110116 AI WWOIO� OIL WPM M MR a G1s1I111011 d 71N PMOGT. OR AW W TK CDII M MIAWD WIMM ■ BMW R I► UGO_I HOOT NW MAY N LIMAWA. TH= K%WNa NE PXRM TOTE IMODU M MUM PIOPOO OLY AND f1ALL Tar N SAWO. 00EX OI 001011MIT LMPImDOD AIWAR DUMMIED 10 0110111 IM NIT PUPS WIOIT L WITTER AI1101110ATAI HON 0100115101 IOMt 1101 OIAWIY PAVAN AM ALL E COIm10 AKINK IDaLNtI POBWY N JAOO101 HOWL ALL WO VERY@. NPIMO Y w OPLfMR c TOE . MO■s TOR HWIR wimm PA_ti ALL IOIII AA1WI` JACOSSON Homes 600 PA.CKAM COURW, SAF61Y HMOR, FL 3"95 727 726-1138 91 awlso Rat me ••,•� ••W RN l90UM L 10+EVAT1ON r OM: IL I& 3M I MAY IOW% for COWERED eR MM L ROaF 016nNN0 (PAID 8 0 YARL TVPRaL APFFAM RALS IROtr AM NEAR FA. AE a t AND M FAYLR S BEM I6r = I E WMIiE R= AND EM war RIOT ttr 10 0' NONAL FOMIM NE OP-= Nr COM tL UIN MWRr FANS MALL BE YFM® TO VE ♦ ANY Sys AND was ME Ow4M er ttnm ExE■OE OF DE mum AID SIALL NO7. i7otAOSr V. L UaStr "1YlWL, OF4B Rr OOEt3 NW ME NOW CA%w OR Omit CCIKMEO SPAS IL L AC MO WA15t91RER NE tN3D UMM-SM 1L WS NAMD MAY E tllttl0® WMPT My IL K amw AND MAY w tEODpID FNW son E-APROtlIL W MM t;N6 (WT LE 1it4PED' 7. BEMM D flRCAL OLY. ON-M PCIMS WEE NDAR M 10 EIDI� OF Exl MAY E O?MIFRD R IM W IL i01NDAI NE 1.AL t: ALL COIEIA M S#Or 10 LOCAL AWNWAL FLISMM IEMOMM IS ON-SM Nr OMM 91L IM M MIM FLANS ME � K OTHM iM== NONs AM FM MM FAIM MMIXAL AOOM" Mao OIR ME ANMIW ANWO DIOEM OF IM au D RAW SIA L Nor E RED NFa0i7i 0 UME FOR 9,E RR Ml = C l MO/Ot to =EIML IOiaNUNE OF W ■PBWMN: M OONIOO MAL CM OFMR MD SrSiW MAIM MWM I= 09VM AND RM AM mNmiML AM Fta1C■Nr tK=" UK DOIEm CF DO WAFAMM MWM OMC■1ML WO M MM t■O =L AN WAt= Q1F■Fi MMMJ < a WMM W I= t'AWJA& M AM a IN WREID COMM DmL ■ MMY MN = Or MC®I IONi M MY Ri MANY. lifts MWM AM •R ID pWAM 10 W IMMff M CM OU ASM Wf E t UN= CMIM 0 oNtAIE #O■== ANWO [ONE!® W ONE■ FM AM RA WN■IIC talc AOO■R7A= t i MM M t■AfO M AO AW AM m ONIM AN W MUM MPEW Or i1C0O1 O■Q ML 1 MMrJM CWT ff w AREA RESERVED FOR L3MG AGENCYA"ROVAL S7AWSi � � y ,� u �tttRaL v� y Z 0 3-27-15 NO cwKn w wo now mm amc INOI■NO ALL 2: MEOEIO 63802; /tttttNt? '" g: ■ ik =00 WUMY W" IA, aitfe A 003"n IN �Aa� I O a TS DRAWNS CAA C*ffcmi MALT. DATE: "AV=4 SCAUS a/w - r-Er SHMs 6 OF 16 Wxt o.o• e OW . = Mt■ MODELS MUD-t■0 CPtwOO 0 an . Ma "MM MtOY wMa Ra % ALL tam MIMM RIIII m g1om (�{ II�DI�.-�ma�.�.yy pp�� NY{�IN�oI i�R RTlY��Y�I.0!I1 GI..I� - �.Yy �C�RpOr�"� �U� fY1 ,V 411111L U1� I.I.. IpI m un A"®N OFIFT--] F-10 ■ ❑ 1:1®IFF� [:IEIE:]F-1 ��®��. HOMIS 6� �A�UW. SAFEf Y HARBOR, FL U695 IGt.FTY,A1lta/N twi./AF�A: L FORDA�M16 K3TAIlID E MM a ROE VWUM Wr E ACCCMPUM I FMW ND 6 968.T m ALL SdX A76 U=L CAS EE USE E CM WMIM FA%W OR IWW S M9ECIMBna ®DEIt E tETHmi Wr E IL9® L IE16 SrIE 01-a16 Er oUE11S MNGfTX CR N COEMAIML !E rIFIfS Wr VNTr. ROT J: N TILE L ROE OR7aIND SA MO MAY VARY. TMAL AFFI RA S FR6R AID RFAR EA AE u 1 AID 90E EA1ES a IM F6MM TIE OMIAIE HDMt NO RM on FACE tar m r UCIEIAL MY SM ME CR- A E OnBta to BATH BMW FNB'UDL E 9ULL m PE ♦ ANY sEPs AID RA{8 AM aa-�16 Er Dn� DnFHMI E K YaMD AID SIw1 Nor DOW6T a tAtEmmm TMRGL G"m en QMCL MID TIE ROE CAV1Y aft UM OMEMM FACE a AC AID WA1D WM APE MS AM CN-SM IL TW 6ialD EAY E t!lwtCIED Mawr AIY B = AND A CI I% 01- FADY wo E-APPIIDVK aF 7ESE RM6_ID E iIIPRDr 7 DE,t11Mt B 7MPIIIIL aax CN-9n: POt1OB 9E m SDE AID BO m t7s w ocE1FE1 MAY EE WAM Er nE e Q FDU T AE TAL L ALL COMnU CMk FRaELT m LDC L APFRWA. FOIaD m %mul I 0 Wgm RY cum to MME IE1D MW wr E CPTOW. 1l SME ME � WY IEEE SFM MTAUAWL 14 MME tE16 EION wY E OI ' DY ORE1B 1a 11FS BEgyE6 NeE TMRGL NtaFIOCIurwL DOW AND Wr WRr FIM DE ACDIIIL aM= W DE WA SDJMM RW SUCH AS S M TMI� lEtF1E TMFE, lRIIIDla aD7aRATA[ IIE1Q flC. WT M #A tALS ElEMi- BY U n. SIFPS ND RNIS AM CIFlIE Er Dn6ts IL OtflNiTBD FW IM4 DY M 1L ALL IET6 RnATtq m ACCES=a a TIE. AE QIOTL Of M 7Q AND AIR SR ND O ISW E'T C*MNO NE aaNar m �EII�1 No MPFWN. ®Y 71E ICPJI AMIMM aw HAMD AUDIMM.. Im MAY E tIOOIifD MIRMIF RE-APpwm CF RAR3 7V 7Z6-1138 M FMWAMN RNW AN DtsMm /Y UMM .tAco tOQ AM tM TIED PARTY APPIOVAL AaEIf. M AM MITI IM ArMW AWICIt U E K IIIILIO RAW WAIL ROT E MD IEE•OME M UAME FUt K FAIDATIOI EMI A►OA R WI WSMAL FFIEOIWICH W K aU416II1M OM WWXf -4L OMFO EUM AND IM W I ATMO UMM l ® AND KM AN CIIOMFAL M MtOMMM t1AM" IN Wto1Oi v I= EAEID PAWZ O OltmtAl A010 PIIIDm WMFMAML AN ItIItul® UK MMM O ELDU W. of MNOImI OF N NAVAL CO AN O' IM 00MOOt 00nNW VWK ■ MW Pp N AONOI TOO AM MAY N 1N W& I= IAOWAII AA< PWAM 10 IM MOW lot SO= IIOO® MLT AM OVAL TOM W MOM mFg MI OMDM= OIAmIOo AWA R oI[IOM®N Oaf! l0A NM PJW= U=ff O WMW AMOM= IIOI A0 MOM N MOD PMXM AM NL IM GMfW= AK IM WMWK FOQVI or AMW HUM AL MM ND OV IMW �p AREA RESERVED FOR LIMG AGENCY APPROVAL STAMPS= PRO �• A�Aw mm ,� oy JUML v� �- 0 3-27-15 NO OMAU W 2MO FUM ROL M= IOIpO ALLIDM AIDOERM No ;63802 Ig "m oxmwR AD U, WUA "Ho,N AAA =9y tl0.91! DRAWN= CTOtIN CHICED: - ILT^L DATE= "A13/ m sCA{E= W . Y-aI' SH�ml e/ OF 16 WCC= OWN" O DWS= nD W" mom t o-m MOM O no . AAMM 1OR wow IAII.I PA" ALL =a IO1m ft 15 PLUASING NOTES: 1. THE DRAN/WASIE/VENf (DWV) MIEN SHALL BE CONSTRUCTED OF MATERIAS LISTED EL OR ALLOWED BY. THE FLORIDA PWYBING CODE. i DWV SYSTEMS MAY BE ABS OR PVC PFINO. S TUB AND/Olt SHOWER P-TRAP ACCESS M PROVIDED UNDER FOE. UMM OIHERM.g U07 D ON THE PLANS (WREN NSTALLMD * THE MALDING DRAM AND CUEAN-WM WHEN DESIGNED BY 07HERS AND SITE INSTALLED BY OTHERS. ARE SUBJECT TO LOCAL ARMOTION APPROVAL THE WATER HEA71R SHALL HA%S A SUM PAN IL TO THE EXIEWOR OF THE BUI DING (ON -SITE: BY OTT1�). IAEDIUY DRAIN L THE WATER BY OTFERS�70 TAP RELIEF VALVE SHALL DRAM TO THE EXTERIOR (ON-SRE. 7. THERMAL EXPANSION DEVICE. F REQUIRED BY WATER HEALER INSTALLATION INSTRUCTIONS. SHALL BE INSTALLED ON -SITE BY OTHERS AND SHALL BE SUBJECT 70 LOCAL APPROVAL a ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES L A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH Ma WATER INLET 70 THE BULDNC (THIS SHALL E INSTALLED ON-S17E. BY SHOM130� AND ALL BEB SJECT TO LOCAL APPROVAL Na �Wg SCALE: Mrs 1 J , ,/r VER TIA1 mor m V U= Aa AOEINQ MOLE (AA*a M A/r VRR in r at NT VDR T r �� SCALE: Mrs WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED 70 THE EXTERIOR SHALL BE LOCATED ON TIE HEATED SIDE OF 7FE OCIEIOR WALL OWAATON. ALL WATER FAZES LOCATED N ANY UNCONDITIONED SPACES SHALL BE MMLA70 WITH MBOIUY R-D.S NOULATON (ON -SITE, BY O7HM). WATER SUPPLY LEES SHALL BE PEX. POLYBUME► L CPVC. OR COPPER. WATER SUPPLY STUB UPS 70 BE 1/JY ALL SUPPLY-CROSSOVELY (MATING :INIM PIPING SHALL BE CmmECIED ON-sUT; BY OTHERS. AND SHALL BE SUBJECT 70 LOCAL APPROVAL ALL SHOWER STALLS SMALL BE COVERED WITH A NONABSORB}M MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL F THIS IS NOT FACTORY DISTALLED IT SHALL BE COEPLETW ON -SITE BY OTHERS, AND SHALL BE SUBECT 10 LOCAL APPROVAL WFM PROVIDED; ALL SHOWER FWUNES SH" BE CONTROLLED BY AN APPROVED WING VALVE WITH A MAOMM OUTLET MWERATURE OF 120' P 48 -C). ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MDONG VALVE. ALL ON-S17E PWIBHNG SNWl BE CONNEC7Fa OR INSTALLED BY A UCDM PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT 70 REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. la t 1/t VBR TINT Rw a J UM AIR AOROUAl VRUE (AO)ajam W/rmm ADa er 11 . SHOWOt DMI kg SCALE: NCS VOR im low a Um JV AN AUN1NE MOLE (AAt VA , ,AT• , t/r Mpg SCALE: Mrs VEW U: OMM OF FKlU E IW R N V9W OF 110 CPC" am 0m:a PER TOGA 115INCE PRO UP= I Vr T/e r� t I/r t/e r� r yr r�r r t/r tr-r e IN ar e TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE r VENT TNN ROO' J r uY. t t/r r VA T-r , 11r VOR im off a Lim JMAi/TDIIE MUE (Mh AY. , t/t 11 r rf . Y. ]D �a SCALE: NIS , t/r MW INW ROOF a M® JAWN AMnUM MINE (Yn BLtNT e.v®r ,/r . mil[` . s1C pwm �$ SCALE: Nrs mm QiAL4 AID PEAK AS cmemIML AN FaFOEDRY MAID"•- WE ca om OF im aAWNO PAmom W,IAN Corm AWAY mam WWMAtOL Am NAtmN UIL WFOq SEE a EDNION Cr IMF.►AOAUL at NB O TE OHBNIS MOM wmmm B wl=y IWON® Of iAOMED TOYS ND MAY E MANFUL VIN MATOW AN MAIM 70 TE AMPOf FOR WEOC ROPM OLY NO tNIeL MOT ME =008M OMM 0 UNION RUWmOD MOAN ETMIED TO ODES Fa ANY PIlOS WEOFT MOM MDFBN MMMAIN FROM AACOEE HUM TNi MAID RUYAN AID ALL a aamFO NE TE E:ONNVE NWCM OF iMfDIMSEDIN ROES ALL WARM PCONEL DIMMER As SITE INSPECTIONS AND TESTING IS REO'D A LLfEM4D PUR NIO CONTRACT= 3 MUINED TO NAIE ALL Ca1ELDOa AFTER TE MODEO 6 PETALLED ON-WZ V S.APKI S TO THE POTARE FATED SUPPLY MIEN NO THE DRAK WAIM AM VENT - MR SY87FN} ALL OW -WE CD1ELTa8 AM AS ►10 WMECDOI AM EVEW BY THE LOW L .RNSIMC ON HAVW AODIODTY. OE ALL 0*-!M CO NECIVI S HAVE NEW COOlE11D. Ta UMN ED RIRSO COR1twm AOILL PERFORM ALL 16PEC IS ON THE COMLETm SWIENIS N ACCORDANCE WM SECTKNI P2= OP TC RDROA cwL 1 t/r off I= ROOF at J UnM AW A MINIM VALVE (Ad) OE aM W/ r WAT RA70 r WASWASHW PmL k� SCALE: Mrs AREA RESERVED FOR LLSTWG AGENCY APPROVAL STANFS: PpPROmwo VfO v i • o �— �- 0 3-27-15 NO A - m� AAA -ALUL- O'1RTER B' M lXlrU= W/ 210 ROaA AM CARS NOlORO ALL 2= NNO,EHHS N.6- ff/f1111111► B id ULNA-Ll AOAO U. WeFA W9EN.N K4A W4 P0.9f! CNOVNG CHICIM: N.L/RLT. wll& ll A3/SO+ SCALE, 311tr _ Y.-0- SNtEm. ® OF 'fib VITEC: F "a" c f7W5: 17D RpRI AtODEi: NaD-RGo oAPNEar © mu . AAOXomI IUAsti wen H,Rmt P:OM% ALL i.m lmnm 15 NO15 eur x,/t N uv ICE WEER X ,9 x,/2 g k.: se � LI 10 WA9ER x/r r It POTABLE WATER SUPPLY SYSTEM NOTES: L WAIlR SUPPLY PlPD !HALL E TYPE % COPPER, fFVC CROSS LIMED PCLY- EUMYLDE ON OONI MAMMALS APPROVED PER STA7E AHD LOCAL CpE(�, 2 WATER HALMER A(SiFSTONS mw tEAURED 1WIH AWC WATER llEi L TIE WA1ER !EATER SHALL HAVE A SAF'EHY PAN Wi7H 1 NCH LOEIRPI ORAPI TO aL =E EoRmOAFF W1W!Y 7a*=U WWHEROF9Nm bEC &1D= ( SIZE. F iEOURED BY WATER HEATER P6TALLA710N SHAIL BE ALlbTALLED ON-9M BV 01HERS AND SHALL BE L ALL PWIOD F7Y M SHALL HAVE A SEPARATE SHtnOFF VALVE T. A SHUTOFF VALVE SHALL BE RMALLED WHIM 1HRFE FEET OF 7HE FRESHkm WJ11ER NLET 70 11E BII61Y(10 (11OS STALL HE NS MM ON,- , BY O E" MD SHALL SE 9DECT 70 LOCAL APPROVAL. L WATER SUPPLY PIPING NSTALLED N ANY WALL EmOW 70 71E MGM SHALL E LOCAIM ON THE H E A7ED SIDE OF THE E7OMOR WALL N91LAWL = ALL WATER LINES LOCATED N ANY OECD OMOED SPACER SHALL E I&WED LRIH LNW R-L6 INSULATION (ON-Nm E OTLNISL L WATER SUPPLY SNP UPS 70 E M ALL =%Y-CUOSSOVW (MAIN BY OIERL AND SHALL E SIBS 1L ALL SFORM STALLS SHALL HE 1Z UREN PROYWED, ALL FOETUR S FOR SUM COBFA7ONS SHALL E CONTROLLED BY A WA)UN OUTLET MWERATUE OF 171r P 4 13, ALL LAYS SHALL BE CONTROLLED BY AN "L EKnM 1 FAUCEM HOSE M 01 WALL HYOE HOZ MVEADS) SHALL E ECUPPED MEN A V YANIFACIURM NSMMIDOL OM FAUCETS IL ALL ON-SBE PLUMBING SHALL E COfEC PLUM SHO CONTRACTOR. ALL ON-Si1E HEOUEED DISPECTO M AID APPROVAL BY WATER SUPPLY RAO ON 40 TO 0 PS MAX DEYELM LEIM = 22 FEET HOT SITE 1A75PELTl13N5 /TART® TESTUMIGS 19 MUM'® A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS CONNECDD CN-S1TL AFTER THE BUILDING IS INSTALLED ON —SITE (THIS APPLIES TO THE POTABLE tSORB 7T7 MATERIAL WED FLOOR LEVEL WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT — DWV SYSTEM). LETED ON-SRL BY ALL ON —SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE DdD 7U!!/S10NFT1 vAL WmH A LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON —SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL 310 VALVE INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION mmy OUTLETS Im t IWALLED PER 7HE P2503 OF THE FLORIDA CODE JamimBY A CDM LLL E SUB= TO UIHOPIY THAT HAS* LWO r pi a� 5 a g ZnIY ! :a�a3r Q ! Joe as Kul arfrtla all ■sera �� a6ipi� �RSl19W� !d J W O C W W Q 3 No.63802 -,"Wis1iI I—wisr 1 e � �• =00 WUMY ROAD 18, SUM GOS EIL N 46M W433O=A -14 DRAWN. c1nED CHECKED: � y DATE. 11/13/7014 SCALE: S/HIY . 1`4r mIN rv.w! : OF 16 ESmEEEE C ms, no HPN MODEL. HOO-00 or 710E == AM KAIM AN =ECM AID IVE11R W WIRILL IM 0011MC O 10 IMAfID PAOAK COIEw CORROOAL AMM FlEM000 AECNRIOL ANY IEIIIIR® LAW. COA7K EMOIAR, 01 Ofl1NRW OF 71O ►AOAOL E ARY O' TK COUMO ORUAI® =m 9 NwAMY LRRWYtm N iIMM N0 .A10 wY K UNTIL SM VA=Al2 ARE B1p0 p EOE . 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VHIC EEACH VER S OREAAIFANT M R. �Ua IS REQUM TD ME NST OF91F: DY OTHERS. A SERVICE REICEPiACE SHALL HE INSTALLED WHIN 21r OF TIE HVAC w(7 EgAP101T. RMTf. THi4 RE7D RERiPTA LE IS ROMI ED 70 ME NSFALLED Qt-S1E. BY A �RIFMD ElEClitl6'AL OONIRACTOIL A LOW CIMCR DIS- COM ERA SHALL ALSO ME INSTALLED AS WORMED M THE MED OR OTHER APPUCAOL CODE(* 0111E: BY AN CER11M ELECTRICAL CONIRACIM MECI#AMICU NO><ES: M*MUM REQIJMW 9QUIPMEW SECS: (CONnIMNMI: = CUM,A E ZONES: L ALL DUCTS AND DUCT SWUM COMPONENTS INSTALLED N THE ATTO AREA A L1 NSULA7�, SHALL NAVE A IOi1RA1 R-VALLME OF R-ILtl L ALL DUCTS AND DIIOTITSIF]I CO PONDIIS INSTALLED ON THE EXTERIOR S. PFAGNI MIA{61011111111111AT R N07N® TO E MOOML E L HIM 70 THE FLORIDA DOW CALDULATKNS INCLUDED UM THB APPROVED DRAIM PACKAGE FOR Ifa1W SPECRCATAHS N ALL E ii OF THE BHRDN0. RLML HAVE A INRNI R-VME OF R-M OR AS AILDIED BY THE FL DOW CODE to ALL HVAC: ONF?I CQPIS NID QR STARI-91E SHALLBE INSTALLED BY A E CAIM SE IrrrIN E MW NECMND •IALL E MWLFL a FAIIRIE TO INSTALL HEAINO OR COMM THAT PRODUCES d TeE TOTAL DEMON CFY FOR THIS BUIDN70 APPLICATION E LICENSED WAD CONIRACIWL ri ANY AR HAIDRFIRIR / NhIUM NR COMPARTMENTS SHILL TE FIE STOPPED AND SEALED N 11OtDtDANOE 1rM THE OI-S1E 8Y O11E7RS E DIBNEiRINO FOR HEAINO AND COMING AND THE FLORIDA DOW GLL7!<MIMIS - ATMCHMERM MAY RESULT N AN NBALAN® DUCT MWM A WAMiW I Fqd D MM 70 IE CORETED IN A UmLlED IL SIDE mum MAY REAURE DUCT VIR TO BE ALLFD AHD/Ot COPLLTED ACROSS TFE YA7N0 LIE w THE aMMDIN4 IT L4 TFE HVAC DO TRACIOH ONCE THE BLUMD IS INSTALLED ON-9E TO BMW THAT THE AC/1FJ1iMD E7i11FMEVT CI PROPERLY STED (HMS IS _d THE INSTALLATION EMLEM ND B OR-ST� rY ORERS - NOT JACC6g71 fOr3} to WORK IS E7H CLOBED CLOSED -UP AND 7 BT'�TMS rIL�E 7 IC CANNOT EASLY BE DDIi7EtFD. A CPT. FACTORY DIET FIIERARaSS NSTALLEO INACf�ANC E N/ FM@ N CPT. FACTORY BUILT EREPLACES SHALL OOPLY WIN ULAV. 0 0-•---- 0----- * • A MANUAL J AND A MANUAL 5 FORM ARETO HE COMPLETED BY A LICENSED iff VhoNt SOLID FUEL NG FIRELAM HVACEQUIRED CONTRACTOR ONCE THE BUILDING 15 INSTALLED AC Y® MOM NSTALL®I FIRWL41M SHALL COMPLY WITH UL-127 ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE, BY OTHERS] SEE OLOAN W HAIR AE OLNNNIML W HOIIOW MUM" w O01NNO W IM IAONIC PAWA9 COMM c0lNlMML WAIN RFNNE MFEIAIi. ANY OWRIIN® LNL OO►OR <070oR OA 01111W I O 10 PUPAL M AM W w OOMEO OWDAM SEEK 0 91111O6T FIMINFND IN AIO 110E MO MY E LUAOR MM MAIN" NIOVNID 711 THE 11£01FEJT M WOM H!O!N IDLY AMID NWL MOT E WAwMO. 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LOAD a POUNDS MIL M me LOAOa 3RO ■ 4001 ■ 3 M . anaol POIaO{ I a� ER / tEam RWNER FALL M mE MAm TM ■ aoM • a>a . 1o3LAm Pa10 FALL Y ME Lam ■ 40% ■ Ran . 0 POUM MIR UDW01 CrMW am MT ORL NFU me Lam .SEA ■ 4Da ■ 0.1E . 11Mv FOND ROOF M me IOMA 3L ■ tDw . n>r . 74123 ROOF M We LOM TM ■ LCM4 ■ TEi - 101s POUNDS TOTAL LMM o MEAawli / AMZ RLT DESIGN SMEAR VALUE Mft • ..IMUS Mr aWAaMiL I@Io = R 111T OaRR00aO POir LOM M FORGES �- - - TArNa rtttatwA - Naa[R WM MINUM IPM 12311 FMF r•4/Nan!■a-asalr••aM rE�vArlMarr Ra■aa{IMIAYMIr M me D100m O FELT r tUr ■at/F ar •Ott! e ■M eDM NrmaoeZONE VItANm t17FEET a■�•sAre■a-.� 0aO WevALL IM 0'=1 MRIARGE ■ M RO! NIL ■ D! - LOAD In rOIROa MLL M me tOAOY 0 ■ 4DU ■ = - O RNDI MIL YORO ME 1OAIM iLi ■ 4OU ■ AM 1ra7.70 PWRDI --- DODF DIDzw IOADR 0 ■ law ■ :TAR - --- O Pear REFER TO OMER DURM FOR SHEARWALL SHWHING / PLF TA13LE RM 1MM or aeAaRak / �L�� Olfal asAR VALE M - 42LOS N arARwL MOM a FEET aERRRIM C FUNNY U ND . 34M POUNDS ROv NC i Y! - LOAD Y laaaal 40U ■ a31 - OT Luz 400 ■ :Qu - O1WNRD/ 1Dw a 17a - 0 PYRDa 7M LOM W asMWOL: / 0 FEET mat a1EM Rue OTa2 - O PUF FMARRML MMM ■ O rm aelaaaa PONT IONS - 0 PFlam W.- ■ D! - FOM Y P 4052 ■ al . 0 REDS 40a ■ AMR - 0FONDS IMF ■ 174E . 0 Foo IM UOaM ! asARlwLt / cow mM 01eM ru•-Dare - O R XMVMVL HEM R cow - OAIIIIpa POW LOAD: 0 UOaR ACOSSIN HOMIS 600 PAACKARD COURT, SAFETY HARBOR, FL 34695 727-726-1138 strMfrr ROW YNAOt me LOAD% tia ■ 1DM 1 10R1 - 1><® ERAS 1:? ■�a�s4t.^■e-M■■0 �. wRa'a at■rwaa-•r 7DUL LOAD FOR afMaau - 2420 17 PMM 10:MN Or aeARwC / a11S FaT 0L €R$ - • • a. ■ r,raAral-ra O M MWE EC" - 20LM0 PUPtlWl-! !!A AIM. • S�9 a v■■w. • swr•w IawflYAttfaMra •SAIMML MOM ■ aRET I E�yE rY�•r�1M•. ••rf - �1■r ■R�w• aminw MWLOM - aasRaDs - • WALL 4: XWM1R rrO--t=•Y■■- • MLLdmO MaioER 700E INUIMO IFM• 3002 FEET Ir Vfaa a-tsaw••■•a r■rvolra■ar IALL UMMh 000401 MIL a10A 0 ban M mE ORD1tm O MLT R f ■eAl•Illo m eglnTr■atArt.a•rtm ■s ate IMUSECOMM, 000Ra 0113M me mlAllm 30E Far MIL •MOM& 0 Mn WL ta0:1WNa 0 R1V® 0EL'0 MEWL 1a ow) IMAL Gall OF Sub IOU 100 mMIR= ■ OR NOW INS.■ O! . LOAD InFORMAL =I= R / ffi®0WNER TALL DID me LOAM 0 ■ GOER a 3LI . 0 POUNDS MTAL 1E1MR cr MLLI w MET WALL Y®01 me Ulm 300 ■ 0ft P 4■ 011E MM I NOW END IOLOAD W 0 ■ 1O1F ■ 1LM - 0 RRDO WALL b: MUL al3WNe 0112ER IIAu anm• 0 Van MIL asmE 0 am MIL aLmk 0 am a "a CIMIt 0 Non IALLae1M ORWNER WM1E1WIIDFMW DRIVER aY® NO / VA; RIDER TOTE U 11OY ! alit 0 FEET WALL BI �•L:en1WN• 0103ER MLL QDoa 0 Y0ER 1a1— o YOER 2"IM006 oOWNER MLL am■ 0 RUPEE MLL lf000 0 son IOUwL 1SMR OF MLLI 0 0WNER 01V® M. / tEM0 N0ER 7001E IaaN ! a 0 FQT IUM LOON OI MWARMUM / ID FEEF DEaw arm Mum Sark - am Mr ME01Ra11 : R MEr oERw aeAIR UO 11 PAa sa Foam TOAD Y POUNDS■ 37 1 0 POUNDS ■ Vila . 0 Pam l ■ TLM - 0 MEN!! ULL 1EM13MI or SWAMI: / 0-FELT RLIWN RUN VALE OW* - 017F aFARMLL MOMM a MLT olEellalaD FOR WINk . O POURER !01 LOAD ■ POMMEL;POMMEL;al O R10 ■Lta - o PNaQ ■ r= - o PolaQ Not. NOON or McAM UO / D FEET DENIM IRIAN tAMe W* - D FIF 91MROLL MESIM ■ 0 FEET C ERORaaD PAIR U VA - .. 0 PaRRa OSHFARVMU A- U31 PSF DESIGN SPECS: a . 17M PSF � � O • 22.12 PSF = D . 10.21 PSF O ooM aeAR RUC tVaaD Plr 5 mot afAR vAOE D to OVERRUN FMol M LE OYEva/ap roam 0 LBS O MCNIN aeAR t0U11h - ffi124N O DFaM am „„-• 0nr rum 2W Ia Nam b LOS 3 mat am vRuav aTaEw PIr O DERM aM -UR o F1P OVERYoao FORM 304 LEE OaOSwrO Fam o DE"" am tAaet am Fv OEWM aiAR VALUD o ji arO :a a• rnunLRaa FOm D DMMM sPEmIGnaEa 1. MEAN ROOF Know wm* 13 FELT YA1aRY 2. FLOOR WE WAD■ 40 PSF L ROOF WS LOASh 2D PSF 4. RAM WOO 94 M 170 WPH - YID! (LIUMab).. L WM AOORDMGE FAQ0R1 IN - 1.0 Rkk a L IAOMD MIPOSORE CATEGORY O T. INTERNAL PRESSURE OOEM OM. Mpl - 0.18 (FA0I0 RVL O7amD MD (VOsd) C a C LOADS+ AADe Sam MIN L DFSM WD♦D PRESSURES FOR COAVONEMS AND OLADDM MM R. ROOF COAMOMM L CLADDING LOAD: e - g YANI1 . 285E PSF -34M PEP ZONES 2 L 3 . 21A S PSF -8123 PSF 8 ROOF OVERMANS Yj q .9 - - Pi' ROM 1 zoNE 3. -MM m60 PSF H LOAD: p PM. WALL ODMPONENE AND NADDMG iabpi o WAO'/SDIN. ZONE437A PSF fj XONE 5. 37A PEP -4LW PSF 51M PSF MWERS LOADS. 9. MM WOO PRFSS%JM FOR7M MAM WMD FORCE 1OSWM SYSTEMS WWRSI - SIOAMALLS: A. UM PSF Im 7DIE OF WALL) D- 17.22 PSF (DO ZONE OF ROOF) c. 22.12 PEP OM EOTE OF WALL) D. MM PM (YE 7OM W ROOF) NTH STATE OF FLORIDA 8g� oil 2010 FRC�8r 9 U�FtA�y' aoO AL■ImLmO■ a- 3��R Risk >iag 2008 NEC Mai 0d SOL A 8 y Z x,■ filaer= Iloilo 1111 d}gFas z�zSSypyp A■CHAM 4 FRC w�2010 2010 FRC LiFiF� 2010 FRC - - N CoMlMtrcq ON OECMATIONS: 7wL Ear. AV a YA RA■t aARYI a M■a ATM t MIM ALE R RO ams Y w A NON IeaAM• ■ER oAr to •FIE R. MN TIME 11ON ARA eWR. MDME � aaN1a r OD Fe1N ANN :Apt =a MMM M Fr OeIMa FA MWNa M nE/Or[I r••��aEYsaar rwA OId GALE Stu "OAR ee� m� rlaeauo N-f 't?YA=OL71 rwA MMUM7i r/r YMMT®am ER® aF DR MAJOR ORE Ia: �a R m Ir aFr00 Ohm oD!•FY EPIJ ONQ � OAM a s eOtaM (R N0aRER1 w=ms T/W in A VRAmINAM t1 I m m=& r OL Wa'MR Mt= AIDTDE aaIM 1000 MO Tar WEta • ON" a IMF TM as L Asr ONO TR MWN ip p@m CAORR""O IO aE■a• .0 Dow O ■tpl itaf • �J01tm Y IOI� • O v A:>a0 as • F l OAY 0r IeRa• • • V aw SA1• I F i DO. 001MMv ac: • DIRmRm 0 i aaRL !!A IM1■�IR /7�Eall OOMk •MJUMMC ff1�n®e Wn OEM AM FIRM AE mRDEMIX AID PRaMEMAT MM M" IIE OF MM Or IWN MAUS PACKAGE OM M COFOOFaAL AMM PRIM® OORAAIX MY AaM10Exaze, U SE.OWI 4 COMMAM M Mari® or IUD PMRAW. M AM v ME OMMM CMRMO IeML a aOOLT MwER 0r 44011110I Maas AID MAY E MANFUL IM MIDWa AYE P MW 10 29 v:QfSR FOR IPWFM PURPOSES OULr AND WALL RW ME aCMWMi CWgM M OT)MM 10 C M/M WORM FOES FOR ANY PLIMM 6 11110W @OS wIln AUFAAIM FM ANLAR MIEOL 716 DRAfO PACFM AID ALL m OOMM ARE Ve OWNDM M16ERTr OF AILOWM ICES ALL MM RIDIMEL OWMMr Se AREA RESERVED FOR ))SING AGEWAPPROVAL STAMPS: PRO �,• lam mr...,. %NINE -.®. 3-27-15 GMIP ER W 2M0 ncMDA RCS Om a1oa11100 ALL 2012 AIEIOETNO /P015 No 53902 '414-11 UN i ES ww.. i vmo oa:rr:rc aw■ u, OrtaA 00•ETI. N � Lva1 au -eats 114 DAAWNs 0.IMM CHECKED: "ALT. 11/17A M4 SREET: 12OFlib VVEC: Fsaa...'c MOW IIOD-800 crime n Q ADS A® Ua= War MIA F10ROA ALL Ra16 aMEREa la N IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL 260 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: t❑ GRAVITY LOAD: 2400 LBS � GRAVITY LOAD 1225 LBS aF41 GtAMTY LOAD: 240D LBS GRAVITY LOAD 1225 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. u �' IN ADDITION TO ALL OTHER LUAUS SMUWN AIJUVt INUL. 260 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: ❑1 GRAVITY LOAD: 2400 LBS El GRAVITY LOAD: 1225 LBS 72 GRAVITY LOAD: 2400 LBS lil GRAVITY LOAD: 1225 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AIUD/DR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. Tlm wax AI■ INN AR mrmna. AID I■NIMw■r wAmum m mIDA6 v in NMf■ IAQAQ o3 "O' ■oL l" A9J1 oaN 000010 ■■7ya�7r ■ ■ V IC r • rL ImV Rim 4mp1 om a =Isrra>.o�■ u�s■�vsi■■■■ MYtin srwrrru j� �'■ 'A=/a1 of inn tea, a a= Ir�N amraRM a■rm■ INKwo ■Ire r NEW 71rs•a■ =IIr■rrma•Naam�■ An riwnama■w=nam�Irm .romp.=as_• ��• � . nn NraiR/�:�enNs: s D®® we arena NsruuTnl a A 96 mmNn:®aenirrr waa s,rsml AIO B Mol DL7am m M MDYm o¢ m DEI:rD a NS9r81 ON -FRAME FOUNDATION LOA IS USE THE TABLE BELOW FOR REQUFIED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE ENO OF EACH SHEAR SEGMENT O EXTERIOR WALL- ..245 PLF GRAVITY LOAD 275 PLF UPLIFT L W W MOD-890 O .MATING WALL' IM NPH - M QIIII■) 430 PLF GRAVITY LOAD F7ww C 470 PLF UPLIFT LOAD W - 15 FELT O MALTING OPENING: EIS PLF GRAVITY LOAD E I -REAM (ON -FRAME]: 525 PLF GRAVITY LOAD OEXTERIOR MOD-890 0WALL: 40 PLF GRAVITY LOAD 23O PLF UPUFT LOAD 1701FH - IMF �n■��y \„k*) F�m O MATING WALL: 920 PLF GRAVITY LOAD W - 15 Fi£T 340 PLF UPUFT LOAD O MATING OPENING: SITS PLF GRAVITY LOAD ❑ ■ aaa_= . teaaS® rrrr ow .ra■r• ■a wm •Q ❑1 a a r ■ un ❑r • • • ■ • • a r ■ ni • .• • r • a b r ■ m• as ❑r �.f • ...■ •.. • a a r ■ ii ■ • • -r • ■ a a ■ 'a • • • ■ m ❑4 ■ ■ ■ . . . a ■ yQIII M r A all - 9 OSHEARWALL DESIGN'SPEC3, r - 17M rs w��•m��m C D - IGM PSF Iry a A=wr b ■�ma aua amp'msra rr •�� •r. O �m6r raS - i/N N s O �Im■-raa R . • N im faller a o■I•■ Iram • m O ■�I ra •na wr O m� ra r■a a— �.� awu. •m O aam' O • wI aaar:a m■N■ma iao u. as A.11 o m' x �■uy�eu■ ■ roast rnr rear °amq�a a wa om■ w■ =war�aial■t= n Nvr=rrr0 �� ink ■rm� =mirrmr■s Anawmwa/ 9,x=3 �n COVERS TrmIr■ vrw■a1=i=mr a�s�r. � . M4 �pq�g� B DLL® Ri OBIOI ND/� AW XI WT W A !Q fA@IM lO M O OR M S'611L11 AI■ B MDI mom IOU IORD as s Dre®a Nsuum USE THE TABLE BELOW FOR REQURED USE THE TALE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT ❑ aiwnw ■arm_ r��aa wrram m�—m� �r•rr• awr �m�•mra =w -rmm-o rr . r i r,w rS a 1ir-2 X © • o : r ■ ai • • • ■ o ■ a r ■ tJ>• O • • • ■ • • 7 7 r ■ y • • 0 ■ • ■ a . • • ■ • •iNNATlerl An uWm■I® u■L even N OEM m, m ww= or 1Ms pumm a am ar M mm■i A . 53.71 O5110"AU gg DmN SPECS: "� D - 17.Z• P. � 9 D - 1u Ps D - 1 = PSF O ra ru■ 1■1IV c!) ■�.w a■a a" r� rar wu ■a, rri rra su. •r 3 � ■w m•Ia Sw/N O ■� ■w r■ia mwI wreva:m 7M u• mir•arla • m■ 4 ■� ■o r■r IInN O ■� mp m■i■ mN moa•aIm •rrari•Iao ■ sow" mmm n JAComm VINO me "It M 9" •r Sm r■mAa AR S mM1E_FrorOln w a40r RNQ ALL 1=3 XCERM oNreoe ." SAFETY: WARNING: CAUTION: NO- fi3802, FOUNDATION: SRS PRW,ARATiON / FOUNDATION: gO aa0am O,oWw3 ■0■m:a, JO A 009mR IN � WA ■]0.■ai lstmm PROW MON: L r9AL.J19V= rNNA70a Nam m 9D7®N Im aIF■rm NrM■ MRIS r4wift" Lam mma cm Im Wpm Roll nAN (aNla{u9A�TpLA�a Do a Da aru rWL! N9m m1�Ca� AlllQif IJDJR AQO.mAB Aa Y■ND NT MD X IOAn{ TIAT W NLIN N M■I S I®Inn An M rUIE(ltill 1K IRL 5 AT rlri R A701DD AR M TD x 9aL s■m AT FADI DD a► aD1 SEAR 4>iOD aESRrmaoAn�■o owD tD arn7Lr AOEawt< Ian am Off 39DT9Jl eom (tea-9�R,Mff QL�Q aD8 DnE=N.i 9FdID N is AIIbiD DTAi■ NCTAM ObirAl[ . Aa OD■■L ym M K RATE A L & 6 SML Q ID I A ��plWa/FINI N F&= ALLIds IXA f m raaDAm aI-iIG A oaai Nao■ aenis aFaaD N >� All■mlm Nrio IAQTAq NFiIMIr .ALL D■iAl rnA■Mra rra IMK A a DRAWN: Im i�'NSOms�>d � n9e• � Aa craaw AREA RESERVED FOR LISTING AGENCY APPROVAL =MP& I,pPRO VFO =-..AL- - J— oa3-27-15 uy — i �.-. 0 9y�R 'yyD4 JrL �4RTER r mar■ AL=A■■ile CHEC : ILT-ALL DATE: 11113 M4 scats: mr - r-Di alm. -14 13 OF 16 WEC: ER■ -me D Dm: I" MPH MODEL: IrQo-610 wrl:ort © mm . Alma■AI.IIvas ■Aron ■u■vI. rINmA Au on ■mmm. I 15 M. �A11Y ADOPIpKOI AID/MI N MSOI NI AOd1O1K0�rc M IE NI IaWIl7M111AM Ai �O R ODD i10r♦ 100 AMA 1s llym0l �' TIE IE'fAmDt !D 08 A ID TiE AOrInN. 011EA 9"MVEL, UbTFD MOM MAY E IMIIUIM F YAMM ROOF AN UL VFgFD I a3K 6 NOT E7r®t3 AA•l m Amma AM Im M AA0r6T Mo/r1 OE0 or WE YD•O 11M NALL B ALL CA' CDRAMD 11111611 IM PACKAGE AM SAtm ON TIE NAIL A" OMAN m DESIGN ROE ARE SPEMIFE^ mr M Erb � M RIAER B m Irmm►MN eml A DAN oOMIIrMi PLDiMME OF in UNMMLT m mscmm" aumwar s rloAl �1r 1NSL ®M LOADS 11111Sg4 >pA®. Y O.G C. Mp'i inerr m� r1�r Ere 113111LA�1 _ TOIL - sD s : tm - 1S0 RF ss - tT� a1E 5 a T �N 1 m SM: WER uxrr Tort PRMMIA OUNCE a MAN OYENNrM 1!A am 1mPIP Ty„I 11�ypT�f� ImE E/r lTA•a + rE>R ROINOD . 120 NOR . LPM WM EN0 = NY - O WL ar Or01L ROOT TTNB Imb (IOUL Fat EO[i 9M >a R TOOIL QOIi RIr1E A EA• OEINE ND 1p6 R01 CNCAA741 E04 UMN Flit IWBM tlACED . Ir as Min � rNaE Eff_S11T,1 � : Tu P�.F 0,0 �,�p�,Wa��"�.�Apv,�Vt"Mr�{l `�.�55�p j�p,O.I�1E�",� � w' FIVE -ofs� A: um am : 10Z � LEO 1RIL94 L WY VARY lm�''{ WTI W,y�� Q6 iV'' TON' AIM D W tObR �/1 MOO r�FA W(Ta�j � � � x M� A Y 0 � CLASS pi 20 OFF p IMYN drOD i R-LD pEDM r � ar�ir)I A� •/ 1 Vt10YAL OrtEn �_ IML tiNl SIIR or LAP/911109/1RAIDL aYPa ML OO�I I Mt � LL01AAwI 1E-OOrI S'rN8 AD AIOIOON ®m MD meMum K 01118 11s tA•N li nor Nnm•MwNN�1ts so calms wa I� /////.%////,.%///////////////////i mu 20 sw liMEl1 QIA1Mi SimFM am pm R wM•NM I—NmmM Swm�vAUM,®ID-8.T® W00,113 Jl R �C o CROSS-SKJL ON � SCALE: WS S-IAMM OF IrrmY ` MOM mmummm tV FELT(01 E01RAy NL MUMAID VNIAIDI PROMISES) FOR LM B OF IDOF gnu III Win . IOB MVA M MN: WIT MWn OW k !MEr1 OANO + 2>0 SM.. FOB To1R l;o= IN - 0 MR E MR MOF MISS an (MX FM mm! 441 M FL WK O1111DL5 UWAR& U%M AID MY VXM FM WkL 1AA10I HIM ms mma W.4 mm off 011 ECON FOR OLAWN m .FOIE oFDMD - 70r _,W TTW--L o�aaane.N�'�t�"Faau � sneer A.A oFE nxb eu,Eb �esmmt aFA1.D �1n SEE PLOGICE APMAL WEN 1i IS ED) M 1N/!1'RAM CFOOD CR (1WlJIL) �— GC OL IRE FM ATE AM AT AT 1Re ol: MAX IT LW AM AT ALL p"'S SIRPORT ImI17DII OM MI FE78 MALE DID® U A B. PJ: 70 AtIDOmmAff ALL IOAM MO® ' AT M COIMI IDOA AL Q M . Am amRPs 11 111111E AE Dim w IEa10Alm p L EB umm o FUIDI17Mi ®6 WT E PSM rM DF d A rJM® PSr ill o Dm A L PLGIM mUL M E7Elt IM9 AD LOAD STAINER FM 1E rEliC DRRICIIE MmAUED. 1M1 in= VAN, IQ MWAD Rba RAM FM SFEMD IMF Mom �1W 1E SRMME ILLS MN D FM.ERi = rt @EMU = 0 A ME ELT PERMANENT 1,111DA7M1 AD 6I17I ® 10 E MOAD MIS M mm a m60A3) OM AS IM A' L D7EE ME E-C. SCd M'-C. !-C. E-C AL SY-C Ofd®) ROC° SI M tam RDTIE B art, 2M n R 1001E K M® VLrt (RRL aPLR N LMO S9 ( Two MR TOOL UFM IBrt ACMVW RORR@ . 244, 110. R DIS dKl AM =M 11N sm . IREm OINL' MIT t IRaIED o Son . imam "Is PAtTMm D PLNL E R®R FR74R MOF TEMB RERD (10rL Fal iMq 1NNmr 1FP91B11 EitNRG (AM OF M ION,? - tRN tD. R (1OGL 1MD M1rt • OMI DNiMENCE ROEDI NRbO S ACIWL• OL! m R . ME 7OOL FOB MW ACLVW WMM . 4•L rL R onctums a1IAINT AD l?1m>0 221 Mn . LNM alNi ! RAISE VISIT MOM San. .SSD ROIOB My 1B1B PMIDFD 01D MI6 E MOIL IJ1B O MOM N O (1111M FOR rAMO MORN 1DB TB11 mmm Os E M TOrlj - to 1Q (wG4l001BR : SM DFFOBE RlIM IE:G N AMM' - 2M SS R PLL4 ROOF iM CW SCALE: MiS ROOR LEVEL F'01O' aSFLOOR OEDor MARK IFEEM \GOOD 6 IDFAYM AT Of OG UK9 MD AD AT ALL UMM N IM MMU MAU ItMN ALL W-U M SWAPS NO AIOaD SMEMB AGE ®® AD m m m A aGmmm ALIDMIE FOODAIM ® WV E IIE® 80 ®M FF A IMBOWD FRMUNWA OORDt TO Ram mML OR E1M rRFaT AID LOAD V AMIRN FM TIE won SRCDE m mm MAN MIMM my ® t�lR$ f AN SPACE M SM My FDME7ER ROL CMUM O 111 DIENAIEI�AL i am am DO: SUM" SEE APRM MMRAL ►AOOIE B MLL CM % ACO 0M& t4 SCALE: NiS MFAMItI tFms MMRAIM! t1AEFREMr LLMffi LIOI ON R mme RGE PLAN O@E AT EASH BD E EPA SFM r111 (MIL rO� ICE R LN AIMI CCU MAIL E DF!® OF FAA 10 >AIFOAF NN/M IY1r R9111 M WNY1TE0lD If�EI®IrL AID IftOrJiL FFMQb} 1E E-COME Sun MAL E ATIA6® aloes 10 THE D awisset IDAn a 10imDAlDR FNEENO NYL E Do 0YBAMONBQlom IWASlOm PLN Mw AORMOmINN01 a1N4RME . AL BSOLL SDRV a MALL HAVE A ML OF MAL �Real AM LOCKED Em DE O&MMU Am LOG4D MOVE AA S01D FFADIMMM N THE RtAE UNLESS OMRMIM NOTED N-TN6 APPROVED BULDNG PACEAGF. JOET HAN M ARE NOT USED N THE CCO MUM OF TFE BUEDNG AT BE FACIUM TNQEFDFE4 A MHA W 1 1/2' BEIIFtli(G SHALL BE FRONDED FOR ALL FLOOR J=M BY THE FOUNDATION SYSTE)L ALL FOMA71ON DESIGNS SHALL NCLUK DES WNDDIM 1 1/Y BEMM, ALL FOUNDATION DEIGNS ARE BY ODD/ NOTES: 1. ALL STEEL. MUST COLlLY WITH ASDL A -at (M Im WMJM). 2 ALL LAD SOEYS MRT CMlLY IM AMU A-W BA S Fat FURDAIIMI �1CS RIM 70 1 E FDISDAIM PRAM ``dW OFSIiED AIp BIMID® RY 071MS bF FRAM Rmh 4 A11 FASIBEE6 KID IRE ATm USA SWLL E APPMOVm BA FOR NSTALLATIMI 11110 TREATED LISE71. 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CODE NbLEW ALL = AIDOIMIB V.- , -4z No 63962 6� Id as MURK MAD 19, OM A 002M IN W4J tl0.tilm ��' F:VOIR6 CHBCXEDt LT-ALT. DATE: 11/13/2014 SGLEs 3Ar . V-W SFREF: 14 OF 16 NFCC: EWas mm C Vm: 170 Mil MODEL: MOD -ADM I of Mom m m sm RAr AE commL AND IR1r1tM K%Mv= M aMGNB Or 71M I RMr FMMAE MM a1MN•NML ANO/rt MMM MONIA7ALL ANY tbkhif D NICE WIMq 1tm°..' M 116 M M CIF MW PACKM M ANT v M CNIMO Ctumm Timm ■ 11111CLT RDIE® IT AtOMmN BM AD MY E MMUL USE WiGWS ARE crow © m s . omm "mma NA1E1► mma nook ALL mom Ira 1110AM0 ID tE I@E71► tat >aFse Plmavfs olAr AID r1A1 MOT E STA•mmG. aD1fR M aNFS1M ImFR1®R6D AID/Ot �M 7D aDE16 im AMP PIiOE IIGOIII FEOIaESs MIRDI AUNMQAIOI HI01 d1C®1 NREL 7!B MOOD FMOFAE AW AL RS CrREN6 AE M DmCE19YE RDFMIV ai AAaMITR IDIEY AL MKM N>U11147L aOPFEDR r tit is IN SILE rdspowsmLoy R•7 NaY10IUII. As ®•T cook � by Ar l0 71M IAaI7 ONEL APFFA , U ED TRUMM MAY E SIRSONRD F MMRAW ROOF ANGLE 4F3fD IEt01l IS Na ownwn.. 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Dom: 11/13/M4 SCALEI s/tr . t'-0' SHEET: 15 OF 16 NEC: E *=" c D,NS: 170 mm MODEL• MOD -WO ovDolr [) 7OL7 . dACRM1 "a" vim amm now ALL IOm Imlm. 41 ®R GL=NG P OTKnO 4 IN NO-S®RM 001US IONS: D APPROVED EQUIPMENT O NOT VISTAIEED, FOLLOW THESE INMUMNS AND WEESS M 7um SPEOFICAMONS. KIKDN�^/SiKICRRO'3 THAT AR£ P8TALIED N �O-IOOC D!>y6t I®1<i6 SMALL MK PR0111901R 70 PROTECT THE EKIFROW OJ1D1D N .DREG. AID DOORS REFER TO TIE f ONDA IggA m� nti^ F1a11E tSw FHIt REY016 RETARD TALC ACODDiAL PROOL'IIDK OOCMLT VE LOCALKKam DEPA MMNTAMOM OFOAL 70 DETEBLWE F V01D SPF>}tc AREA 5 LOCATED N A WIND-WCIOE DENIES IMMM I E BLOW® IRDIECIIOI Mt ALL EX QAs10 MAY E PNRQD IT TIE FDL DN DFYISKogswuoHIMAXWALEAa05an IW AA OF Aq. WRD•RORHE DEBRIS REGIONS WITH WOW SPEED PI EICCFSS OP VO MPH 050 MPH MAX.), MM APA RATED SWATHWG FOR MOM UP TD D FEET MAX THE SHFATa1G iti�LREPFEOWT 50 71EY YAY E ATTAOm TO VE FRAWG 9ENgRDI G THE � PRDIECIGN GE EWCIOW GLAaiG N IDD-RDA E DOW RED10MS YIN MD SP® N EXCESS OF 170 MPH SMALL E PROVIDED TO OOPLY WEN THE E10NAi1111 . OP ENING COFTA►ING THE PRODUCT ITIN THE OLAa1G THE PANEL SHALL BE FEE- CHECK VVH MR LOLL BLKDND DEPARIINT/NERLDND OTOAL OR A IEOLSrRED DRILLED AS REVA ED FOR ANCHORAGE 1EPM ATTACH ENT SHALL E N ACC=- PROFES90LRL BMW FUR ME REGALED PRGIEMKIN PROOEDIRkS AND MAWMALS. NICE rRH TABLE 1E0L1.4 OF VE FDC (SEE .IOW). WiH PERNNFNT E ON MT N TEC•AAQVtS [1c KtiIV.TdI iTIOY q Ky. fDW! e a RESISTANT ATTACHMENT MIARDWARE AND ANODRS PERNAIaALY ,WAR ONTIE CP'Q PRK resvcT N rn 6 . nrNHI a LRNaD 0 PDOBTIED FOR BNDNGS WM A LEAN NOW MFWOR OMO W 33 FEET MAY w M B r l . OR LESS (1130 MPH MAORRI IND SP®) THE PROILCIIOM FOR EKLEROI OAa10 MAY E FRONDED BY APA RATED SHEATHING NSTIILLED OVER THE MOM AND DOERS PER TNHirtE-t. SPECIFIED SHEAVING e SHALL E PREO7T AND PREPARED WIN ALL MIRED FASTENERS TABLE 1609.1.4 WCO-O DEINM HI06701 FAEN N0 -oOIAX at � sWmtWHL PNDR BfBf�f�Pq A_ 1R B.a•If tA••R •v BfaBBAf� NISB•w� FBaw•F w�•s f f f • ears • f f f f f f Bwa� LN DB TAKE 6 MSED OI A VARY M !?FED E 1>D LB\I a LFJK ROfi IBLWR of 3T i FASTENERS AS ARE ATOC E6 BE IISTALLED D SM/SUM THEY SMALL. BE PANEL NALI AO®RA11a A iSY t1INIRIL fRIMa2 JACO05IN HOMES BLE-13.1 1W IPII dtiVNm AN ►umme umTA O OW" YAK - o C YAs f�� Rft�n.swB�Bf •fs~ v Kwrwrw Fo.�CMwBsu4 ji�� >E AATBows.gs WMwROF1E Ii� q .I >R �1wBSILS�DMwP� Ia�BFi IaBa BBB• 1/l�wORl Pat� wL.� R7•�wLRw:WaBWw = ewd t•• or— LHIMENIM TAKE 15 BASED ON A YARN IND SEED OF ISO MPH a LEAN NOW NEa1T CF 43' L AO SKIS R�IKYN 2 I S17E1 PF)E1RAIM MD KBiai IDIIL FROM 1 F/57EWER5 SIWL IWALWED AT OPPOSIM DD E T1E INOD SIpICRNAL PANEL 4 WERE SOET6 ARE ATTACHED M MASONY/SGJCCOW TM6r SHALL E ATTACHED WIND V AMNBO RNS A 10 nRaLL WAITIC OW110.OlVIR OE.RA Li•gN5 VAIR WIND SPFID N FAOSS OP I W A1PN IAIANOMUMI. PROTEMICH OF EVERIM GLAWC IN IND-BODE DOW RREGIONS■DH VID SPEED3 N E1CCI>W of 1m MPN IDHML E PROVIDED TD ODLPLr tN THE F1111,0110 .=. CHECK Will TCUR LOGS NKDNG DEPARTMEAff MO IG OTIQAL OR A 10ffi'DiED PRfi739O1A DWNEFR FOR THE RWNED PROIECHUM PRDCML ES NO MAMMALS PROIEM= W EKFE O SLAM N WIM-OGEE OEM REMO WM iD SRID O = LNL M MW AN IDPOWRE MUIR SUM C. WALL ALSO E PROVIDED PO THE WIN'. CHECK WIN YOLK LOCAL KNaRH OETARIIENT/WNa10 OFTAAL 01 A IMMSTE MD PROFESSIONAL FNamt FOIL THE IrDINOD PROIECON PRO®IRES A D WE10ALS ALL DEIGNS PER THESE AREAS ARE OFSIIF- BY OTAM ALWAYS VERIFY BUILDING DESIGN SPEOIF1CA71ONS BEFORE INSTALUNG THE STRUCTURE INTO ANY WIND AREA/REGION. VME EA3t P03336 REMOVE THE MONTNG SCREW IODNB ME VI DDW OR WOt FRAME TD TIE EKMM IR WALL 1 THE N]ONrD FLVrOm (» PER TAKE 15-1) OWED TIE INIDOW Ot DOOR AND FASIEII 7E PLVWOm (AID FRAIwD WOH'REWD) ND ME WALL FRA W VWdOH THE HOES WERE VOI PHEVAMFLY MVIED TE FATOEIS F YOU CAINOT.NSTALL THE MIX SCREW TIWdIN ME OIDOM OR DON FLING' ME YAIWEY mK 111DBSM INK E INSTALLED DIREMY TINOIWI THE EHUE70IN NON WAlE M NID THE WILL ... FRAMING. F THIS MEWED IS L EM Q10= TIE 00-MOE OEM FRDlE7r M IS ROWMA THE ROES N THE MID SMALL E SEALED WDI A SIME USED CAUIR . TD FNrWMT WATER DAMAGE TO TIE WALL SHEATHING DWAIN THE EXTERN 1 SONG N ALL CASES WHEN THE WIND -DOGE D®O PROTECIO N IS REMOVED R SNOOD E SNORED AWAY FOR FUUM USE. not DID R SAM •1N•RWIIY I0122ML 2. 4 WE ID E =00 wA PD■4Vr xLNL7A�.LBtmum/ /.\�\ 150 MPH MAXIMUM NVA DPO OWL 1R-1 150 MPH MAXIMUM IME 7Ar INVO R S W t ■ 41. V/ MMMUM 1N MNa ELa m p0mR AT 4' OIL UANNIN SNO G EIN t AGATEmum LOCAWD AT COOK t ■ O WAAMM LDwN ■ I w ALL RMw N TE PLTNm WALL Omw WOK mAIaC ALL®ID E s1D NJL M >AIAIL E p0 mom INID• M m TAW[ 1t-1 AWD ODDS Fol_ LO MD 1101MEOW I 150 MPH MIUOMOM (VOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd UNLESS OTHERWISE NOTED IME ERNS Am FLAW At OMMMU Awl PW WM MOONS VZ O0MW is O 7 S WAfw PA L E MOAN WIFUMMAL AO/011 PDwEIRD MOMMUK My V WEMM IRE OWIMq . —XZ ON DOINON W IM FAOAE, a MILL O' TE C O MHD CNM•m IDOL O SWMT 1ROIN® sT "mm WIOm MD MAY E 0"Wa. OR MA=ALS Me l 'W TIE W V W FOR IFEEM PURPOSES ONLY AID GALL NET E EOMED. "M 0 GINDWE WFMRRED ANGM USUIRITED 70 GDM FOR ANY POFOE INDDIR DEWS"+ NSHN ALID=AT= FROM AA0E4M MM = DRAN O PACKAGE MD ALL CO mlMRS AM THE MUM M MM 1F aGINME H HOMES ALL RN10 RFNDWELL CWdMff p LOOK! AREA RESERVED FOR USTMG AGENCY APPROVAL STAMPS. PpPROV 10 wo �•. �_ 0 3-27-15 s _ NO m y -Azlll� z La �nBE•E'•au'E �IRTER S COPIES y EOI0 FLOImA RES.CQW' PHOWbO ALL EDGE AIOINENIS l,qw.0 3/27/2015 • J • r'f�,�i No 163802 10 ' �r$ �i ]20}D m11NIT ROAD f, W05A OODO4 N 469• Wgaq.sne DRAWN: GTONG CHECKED: M.T:/LLT. DA'BL. 11/I3/EOH4 SCA1Et 3/16' .. r-0` SHEET. 16 OF 16 WETa Elea c DFITSs 170 MPH AIODEIA 11m-eWo tO1lR © WOD . MO MOM WrIY:RPAsM RONA ALL NOMIS 0 B REScheck Software Version 4.6.0 Compliance Certificate Energy Code: 2010 Florida Building Code, Energy Conservation Location: Saint Lucie, Florida Construction Type: Single Family Project Type: New construction Conditioned Floor Area: 880 fit Glazing Area Percentage: 20% Heating Degree Days: 490 Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor. 3-27-15 aRl"(9, Compliance: 49.5% Better Than Code Maximum UA: 313 Your UA.158 Maximum SHGC: 0.30 -Your SHGC: 0.30 The % Better or Worse Than Code index reflects how dose 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 mk&mffn-code home. Ceiling 1: Flat Ceiling or Scissor Truss 880 30.0 0.0 31 Wall 1: Wood Frame, 16" o.c. 1116 19.0 0.0 53 Window 1: Vinyl Frame:Double Pane with Low-E 131 0.030 4 SHGC: 0.30 Door 1: Solid 65 0.300 20 Door 2: Glass 42 0.300 13 SHGC: 0.30 Floor 1: All -Wood Joist(Truss:Over Unconditioned Space 880 22.0 0.0 37 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Cheddist. /r/, ZTc 41,aAn 5 64-40 ame - Titie rEL14 Signature Date igne by:,Kl, Gael G MichaelT�,= Dhl , G Y chi el G ro ; oC=US j r � �a ' : 2015.03. Tomk w.27 9:56:32- Project Title: Report date: 03/18/15 Data. filename: W:lonline.ntainc..com\031615-331Project DocumentsW890.rok Page 1 of 5 REScheck Software Version 4.6.0 Inspection Checklist C�J( Energy Code: 2010 Florida Building Code, Energy Conservation Location: Saint Lucie, Florida Construction Type: Single Family Project Type: New construction Conditioned Floor Area: 880 ft2 Glazing Area Percentage: 20% Heating Degree Days: 490 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Roof reflectance — 0.25. Above -Grade Walls: ❑ Wall 1: Wood Frame,16" o.c., R-19.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low-E, U-factor. 0.030, SHGC: 0.30, For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U-factor. 0.300 Comments: ❑ Door 2: Glass, U-factor. 0.300, SHGC: 0.30, Comments: Floors: ❑ Floor 1: All -Wood Joist/Truss:0yer Unconditioned Space, R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfioor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood -burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are Installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Project Title: Report date: 03/18/15 Data filename: W:\online.ntainc.com\031615-33\Project Documents\M890.rt k Page 2 of 5 i] Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier. Installed on outside of air -permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (a) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: Ej Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. Ei Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct and Air handlers: Construction, Insulation, and Testing: Building framing cavities are not used as supply ducts. ❑ Ducts and air handling units are installed inside both the thermal and air barrier of the home. ❑ Ducts are insulated to R-6. Exceptions: Exhaust air ducts. Factory installed plenums, casings, or ductwork fumished as a part of tested and rated HVAC equipment. ❑ All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, and are constructed and sealed in accordance with FBC, Mechanical Section 503.2.7.2. ❑ Duct tightness test has been performed by a Class 1 BERS rater according to Florida code section Section 403.2.2.1 and meets one of the following test criteria. Test report is attached. (1) Postconstruction leakage to outdoors test: Less than or equal to 26.4 cfm (3 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 79.2 cfm (9 cfrn per 100 ft2 of conditioned floor area). (3) Rough -in total leakage test with air handler installed: Less than or equal to 35.2 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air-fumace, at least one programmable thermostat is installed to control the primary heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Li Humidistats used for comfort dehumidification have controls to prevent the use of fossil fuel or electricity to reduce humidities below 60 percent. Heating, Cooling, and Ventilation Equipment: El Electric resistance is not used as the heat source for space heating. El Heating and cooling equipment are sized based on building loads for the directional orientation of the building for which the load is calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. Additional requirements per Section 403.6.1-2 are satisfied as applicable. El For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2010 FBC, Energy Conservation, Commercial. ❑ Buildings designed to operate at positive Indoor pressure or have mechanical ventilation meet the following criteria: (1) Maximum air -change -hour equal minimums from ASHRAE 62, Ventilation for Acceptable Indoor Air Quality. (2) No ventilation or air-conditioning system make-up air provided from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. (3) Air drawn from enclosed space(s) have walls insulated — R-11 and ceiling — R-19, space permitting, or R-10 otherwise. Service Hot Water Systems: Water heating equipment meets minimum efficiency requirements of FBC, Energy Conservation Section 403.4.3.2 and Table 403.4.3.2. Proposed efficiency: Required efficiency. - Project Title: Report date: 03/18/15 Data filename: W:lonline.ntainc.com\031615-331Project Documents\M890.rck Page 3 of 5 ,0 Circulating service hot water pipes are insulated.to_R-2. Automatic temperature controls, circulating pump manual switching, electric power switching, combustion fuel line shutoff valves are all present (as applicable) for operation when heating system is not in use, ❑ Storage water heaters without integral heat traps and having vertical pipe risers have heat traps installed on both -the inlets and outlets. External heat traps are either a commercially available heat trap or a downward and upward bend of at least 3.5 inches in the hot and cold water lines located as close as possible to the storage tank. Heating and Cooling Piping Insulation: t] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools and Spas: Heated pool/spas have a externally mounted onloff heater switch. Heaters operating on natural gas have an electronic pilot light. Fossil fueled heaters have a minimum 78% thermal efficiency rating. (] Heat pump heaters have a minimum 4.0 COP (testing report required). Portable electric spa standby power <= 5`(galions' 0.66) watts. 0 Timer switches on pool heaters and pumps are present. Excepdons: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. I] Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exceptions: Covers are not required when 70% of the heating energy is from site -recovered energy or solar.energy source (over full operating season). Pool pump motors are NOT split -phase, shaded -pole or capacitor start -induction run types. Pool pumpstmotors >=1 hp have variable speed capability. Low speed has a rotation < 1/2 the motors maximum rotation rate. Pool pump motor controls have minimum 2 speeds with the low speed with default circulation speed set at residential filtration speed and with a higher speed override capability not to exceed the lesser of one normal cycle or 24 hours. Exceptions: Solar heating systems may run at higher speeds during periods of usable solar heat gain. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <=15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (a) 60 lumens per watt for lamp wattage > 40 Energy Performane Display Card: An energy performance level (EPL) display card must be completed and certified by the builder before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. A copy of the EPL card form can be found in Appendix C of the "FBC, Energy Conservation". NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 03/18/15 Data filename: W:\online.ntainc.com1031615-33\Project DocumentsW1890.rck Page 4 of 5 E f i 3-27-15 lazia, 1 T M E_ N' T, ;` OT'Y BOLDING CODES & STANDARDS, MEMORAND ",L I In's Yr#i9raq Tbm" 6� qu�i qiwsj1; fanu ird Perm Awncies., 2,55 s s ti, (F-M �4 R D -6 AK lib ivA'Fku� • t4L,L_A#AS'SEE.,F-L 32.399jiei- (M890*) (M890*) ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: C Mean Roof Height: 15 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: i M Category/ =; r Subcategory} F 5 Manufacturer _ Y = r Product Description M ;� FL Product Approval Nurn 1. Exterior Doors A Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1 Swinging Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1 Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-112 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT FL 15341.3-R2 Swinging Jeld-Wen Single or Double - Outswing - IMPACT FL 14569.1-R2 Sliding Kinro, Inc. Sliding Glass Door - Exterior FL 2865 - R6 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-111 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-R1 2. Windows A Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - HD - Low E FL5823.4 - R5 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E FL5823.2 - R5 Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993.2 - R10 B Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-115 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185.2-115 2010 CODE VERSION March 16, 2015 PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY S -MA n --adt P-r6dUct.Desc FL Product. App Number 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 -R2 Siding James Hardie CEMPLANK Siding FL 13192 - R2 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-112 Siding Style Crest Vinyl Siding FL 12231.6-RI Siding Exterior Portfolio LLC Vinyl Siding (Crane - Foam Backed) FL15517.4 Soffits James Hardie Hardie Soffit Panels FL 13265.1-111 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 1956.1 - R8 Asphalt Shingles GAF Asphalt Shingles FL 10124.1 - R9 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1 - R7 B Underlayment Tamko Building Products Underlayment FL 12328 - R3 Underlayment Tamko Building Products TW Underlayment FL 3664 - R6 Underlayment Johns Manville Ice & Water Guard FL 5307 - R3 Underlayment Woodland Industries 15LB Felt FL 1814.2 - R6 C Cements/Coatings Tamko Roof Cement FL 1960 - R4 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R5 Pas F it PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES w4 s arm 'FL Product Category/-4F VI nt R I utt; pes; ppirovai i Ij u cat0 XNA D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1 - RI E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R2 5. Structural Comp. A -Cdfirf&g ie- down t "Local Approval Wood Connectors Oliver Technologies x Coil Strap Constellatron Tech - ConnectorsW--'-o-d7'-,' 0 t Wood Connectors Master Craft Eng. Metal Strap FL 9159.4 - R3 Wood Connectors Master Craft Eng. Metal Strap FL 9159.4 - R3 B Truss Plate MiTek Truss connector plates FL 2197 - R4 C Engineered Lumber GP GP -Lam FL 2023.1 - R4 PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES Wind Eauivalenc Vult = MRH = Exposure = 170 15 C mph feet PPPROVFO 3- 27-15 v? N c4RTER �' P Pult = WL = Vult2 * 1.21 * C Pult = WL = 28900 * 1.21 * C Pult = WL = 34969 C Pasd = Pult * 0.6 Pasd = 34969 C * 0.6 Pasd = 20981.4 C Vasd = MRH = 35 feet Exposure = C Vasd = sgrt ( Pasd / 1.45 ) Vasd = sq rt ( 20981.4 C / 1.45 ) Vasd = sq rt ( 14469.931 C ) Vasd = 120.29 mph Construction - use design of Vasd = 130 mph MRH = 35 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 15 feet Exposure = C Ama15 icl' Services Laborwory 790 Bryp: Dai l Road, Suite IOU <CCOINSTEULATION 'iMC,111 Cp#:OiG3(` T atgo,EJor111e 77 1455 Te4ep}iarce- 7,0600Tb11'Itee 800333:.7353 ilrrs46 43 - - http.Flsivw cro>itecllxom CiWnt: HW-C & Associates Contact- .1'= Lyons Mlborl ,Werner, C9Aw &# Assoc:;. nc 1wl4FaEii: 1627 South 41—ra ven }iyor%s h ka¢eltgseorn Cieai?St�ai�C;.$:1, 3��55 Sanal�le 11<esrtzlstiola; Te.nsr%�: S�mp'�� : 1 Pard'#x 16��28 W.p Date RerA4ved: 61-2'il2913 Date R nzte b 6f2412D13 In -Scope Test :Meihods: Alria lyst: i1o>z 1 d .isokso t 7 �.t3CiISS14IIs � Four hurricane straps aalwm- Zed 1-114-x-247` a 0405", P/N 169329 tweie.received to determine the tensile and yield savngdis.. The straps, were tested at*eir Hilt ih.an'd 'fhidmess using a Tirlius Olsen Lo,Cap tensile tester ,v&h AM000 pound load -cell, c$i$ratic A due I ©P-4113.. 1 Results: i Tables I �i` ense`ity results• Specimen # W14th , �) Thletpress-. (in 1'exl Load (iY . Peak—Stiress i .._ .. Va-bld, ! ea "N "Yield Strength sil Elongations . (0 1 1.25.6 U370- 5,,373 11IM4,07 Ss.f-5. I.ia;931 4 1.24, 0.Cf7U 5,6Q6 1Z1,3 .: 1`Ib;I3 4.5- 3 . 1.244 fi;45 5,31 tY3,9?. . '.Oif t"'._ I11.11 4 4 l• ?50, Q.0 6 >51 T _ t2b, 5 �J4S , . 109,443 10 1V?� Rerjurr Ut9,�tOD triiir, _', �'! Bi;OQp n. Anchor ltx>nald Jaclson ApgrovecE rt E;'Swariz, MIX Date. fFnncip l�rlateraOlsScfet t pre stdeillf AS T -v Tff IMT 8eP'1' 49"7. Whgm in4kcaied. ft dbwt'•tesft isacCteditcd bo the AmuimnAswciatipn for Lab=IgTy Accnditatien Ch=ica7 Tmft ReliF A2LA Ceniricatc # 1171.101 t 1 1<7schatnet Ttsliq�l tcid^,A�L4 �erii6catc It 1.17.1.02 ACCRED7iE0 %wp D,=ttpd'ts*Teaf roTd -A2LACcrotiWpO1�111,05, i 7 Page .1:of 1, • Pp� 3-27-15 juz ow I Job Truss Truss Type Qty Ply Jacobsen Homes 216 63702 M573002 MONO TRUSS 1 1 M36141 F Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.330 a Feb 17 2012 MiTek Industries, Inc. Mon Jun 0415:06:30 2012 0-10-0 334 432 4-2-10 14 11 REACTIONS 5 Max Horz 8=248(LC 5) Max Uplfft6=277(LC 7), 8=-849(LC 5) Max Grav 6=263(LC 2), 8=715(LC 2) _- 8 12-0'9 3x4 = 3-2-0 Canfilever 4 Optional0-IG-0 overhang & connection (by others) = c See req'd connection 3x4 forces below 2.72 12 3 3x4 = 2 ail 8 7 6 2x3 II 3x3 = 3x4 = �- 34 i 4-3-21 4-2-10 i 0.10-03-3-411�-0 Plate Offsets 4:0.0-1 0-1-06:0-1-40-1-4 SPACING: 2-0-0 SPACING: 1-4-0 CSI DEFL in (lac) I/defi Ud PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.67 Vert(LL) 0.16 7-8 >836 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber. increase 1.25 BC OM Vert(TL) -0.17 7-8 >816 180 TCDL 10.0, TCDL 15.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 BCLL 0.0 Code F13C201orrP12007 (Matrix) Weight: 29lb BCDL 10.0 BCDL 15.0 FT = 0% LUMBER- BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc BOT CHORD 2x3 SPF No.2 purlins, except end verticals. [p] WEBS 2x2 SPF Stud *Except* BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. W5: 2x3 SPF No.2, W1,W2: 2x3 SPF No.3 REACTIONS (lb/size) 2=454/0-3-8 (min. 0-1-8), 6=399/Mechanical Max Horz 2=255(LC 5) PpPROV f0 Max Uplift 2= 511(LC 5). 6=-446(LC 7) Max Grav 2=522(LC 2), 6=456(LC 2) • v ^� 3- 27-15 FORCES (lb) - Maximum Compression/Maximum Tension W TOP CHORD 1-2=0/13, 2-3=1278/1285, 3-4=778/780, 4-5==44/8, 5-6= 95/170 BOT CHORD 2-8=1500/1230, 7-8=1496/1227, 6-7=917/735 WEBS 4-7=94/261, 4-6=-796/1003, 3-8=0/119, 3-7=502/591 CJ REQUIRED FIELD JOINT CONNECTIONS P - Maximum Compression (Ib)/ Maximum Tension (lb)/ Maximum Shear (lb)/ Maximum Moment (lb -in) •CAR TER S 2=0/35/151/932 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. E-signed by Kevin Freeman 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=4.Opsf; BCDL=3.Opsf; (Alt.180mph TCDL=6.Opsf; BCDL=4.5psf); h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS @16in o.c.; (envelope) gable end ��1►111��I��II� Extedor(2) zone and C-C zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 •.��`••• •:; ,Q �I�•,-. 3) This truss has been designed for basic load include for `� •' \ G Eli% S+s ••. /�/ s�. combinations, which cases with reductions multiple ��` . concurrent live loads. •: 4) All additional member connections shall be provided by others for forces as indicated: �:. .• NO %5.6Z54 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. ;'?k 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 511 lb uplift at joint 2 and 446 lb uplift at joint 6. 8) Fixity of members 1 - 2.2 - 3, 6 - 5 have been changed. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are notedas front (F) or back (B). �i'`` ' :.0 R 1 .• "�� •..... Al-, ) Based on M673001 11) Updated to BC 2010, added cantilever option ON The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 6/4/2012 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 parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE 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 lining 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 brecing,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:lsupport\MitekSupp\templatesU*.tpe©copyright 2012 by: Universal Forest Products, Inc. Job Truss Truss Type oly Ply Jacobsen Homes 216 67078 IM600803 MONO TRUSS 1 1 2162078 Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten 7.350 a Sep 27 2012 Miirek 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 3.2a 12 REACTIONS Max Horz7=238(LC 7) 1x3 11 T1 Max Uplifts=230(LC 7), 7=-679(LC 5) 2 Max Grav5=160(LC 2), 7=496(LC 2) 1 C? == B1 =_ 7 6 5 1x3 II 1x3 11 3x3 = 2x3 = 334 2-10-0 3-7--12 i 9-9-0 Plate Offsets 3:0-1-8 0-1-0 5:0-1-40-1-4 SPACING:2-0-0 SPACING:1-4-0 CSI DEFL In Qoc) Udefi Ud PLATES GRIP LOADING (pso LOADING (psf) Plates Increase 1.25 TC 0.62 Vert(LL) 021 7 >548 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumberincrease 125 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 • Code FBC2010/TP12007 (Matrix) Weight 26lb BCDL 7.0 BCDL 10.5 FT=O% Oq 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 or55-12 oc bracing. WEBS 2x3 SPF Stud PRO fD REACTIONS (lb/sore) 1=276/0.3-8 (min.0-1-8), 5=276/Mechanical • • Max Horz 1=238(LC 5) Z` ' J Max Upliitl=-329(LC 5), 5=397(LC 5) Max Grav1=323(LC2),6=323(LC2) 0 3-27-15 ti FORCES(Ib)- Maximum Compression/Maximum Tension At W W TOP CHORD 1-2=568/647,2-3=-5471727,3-4=46/13,45=70/155 ~ BOT CHORD 1-7=870/521, 6-7=-870/521, 5-6=870/521 WEBS 3.6=176/203,35�582/971,2-7=100/263 t� NOTES yFR 1) This truss has been checked for uniform roof live load only, except as noted. cq p`yyO 2) Wind: ASCE7-10; Vult=150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.Bpsf; BCDL=2.8psf; (AIL 180mph @161n c.c.; TCDL=42psf; R T ER '15' BCDL=42psf); h=35ft; Cat, II: 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 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. E-Signed by Kevin Freeman 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between members.bottom chord and any other 1nI % J jl�,,` 5) Provide mechanical connection (y bothers) of trussto bearing plate capable of withstanding 329 lb uplift atjoint 1 and 3971b uplift atjoint 5. '`,1�►11 6)'Pin all pitchbreaks' Member end fixity model was used in the analysis and design ofthis truss 7) Based on M600802 •� �/�+�I 8) Added cant detail �1,��r• (i E N S ; �. . , r. . ♦" The professionafengmeermg 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 cede. 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)-3645161 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 BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, W153719 J:lsupporhMitekSuppltempiatesWfp.tpeQcopyright 2013 by: Universal Forest Products, Inc.