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HomeMy WebLinkAboutExterior Glazing Protection.�� • I .°`., 1 is , .. • I - ll• I • I I \ 1 / I I , I •\ • I •N r , l ,° '•• 1 1 1 A.\L I III / �� I. II I� I I I I I�'l� I I -�.r ME FL PROVISIONS TO PROTECT THE EXTERIOR IBM F IN REGIONS AND DOORS DDITIi TO AL NOT �p� '� > �� }j �(�®16 Y� y� � r THE MMOLA EA AHg CODE (f Fl DIN IBM FOR REGIONS REWRNO TN7 ADDITIONAL III;�RI4� 'IBiR11��. 11 i17i1,SI PROlE1:I101L COITACT THE LOCJAL BGDDND OEPARIMENT/BUDDNO OFFICIAL 70 pEIQtMOE F YOUR SPECIFIC AREA IS LOCATED IN A WIND-BORNE DEBRIS REGION. IEE REQUIRED PROIECIIOI FOR ALL EXIQ60i QA2= MAY BE PROVED BY THE FOLLOONG OWNO.BORNE DEBRIS REGIONS W/ 140 MPH MAX. WNG SPEEDS (PER 1609.1.2 OF FOC), 7/16' WINS AAA RATED SHEATHING Fitt OPENNDIC UP TO 8 FEET MAX THE SHEATHOIC SHALL BE PRECUT SO THEY MAY E ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GUIIDIG. THE PANEL SHALL BE PRE- DRRUED AS REQUIRED FOR ANCHORAGE METHOD. ATTACHMENT SHALL BE IN ACCORD- ANCE WITH TABLE 1609.1.2 OF THE FBC (SEE BELOW). WITH PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE BUBDNC IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEROHT (M" OF 45 FEET OR LESS (140 LPN MAXIMUM III SFEEEI OWNPIORM DEBRIS REGIONS WITH WIRED SPEED N ER MESS OF 190 MR 1150 MIT MA)LHI PROTECTHON OF EXTERIOR mAmNr N WDD-BORNE DEBRIS REGIONS WTiH WIND SPEED N EXCESS OF 190 MPH SHALL BE PROVIDED 70 COMPLY WITH THE F16Ir IUB l§ CEDE CHECK W17H YOUR LOCAL BUILDING DEPAR7MENT/BUO.DINO OFFICIAL OR A REGSIFRM PROFESSIONAL [ENGINEER FOR THE REWIRED PROTECTION PROCEDURES AND MATERIALS. THE PROTECTION FOR EXTERIOR GLAZING MAY BE PROVIDED BY APA RATED 94FATKNO INSTALLED OVER THE WIDOWS AND DOORS PER TAII SPEOF7ED SIEAIHNG SHALL E PRECUT AND PREPARED W17H ALL RECURRED FASTENERS I60-B0ME DE ORS PROTECTOR FASTENING TABLE 1609.1.2 SC (MIRE FOR OM ERMFCI RAL MIDI TAULIE 134 Nra� TALI■� rbr OrX 1R IAQ N•s/.•M hPSMw hlsrYw .aM.Lrr1I 'm.eA r ■ r • r a DSP is r • n • mm� r a r,mP NOTE& I. ME TABLE IS RASED ON A MAXIMUM WIND SPEED OF 140 MPH I MEAN ROOF HEIGHT OF 45 M LL$ L FASTENERS SMALL E INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PAPA. a • INHERE BREWS ARE ATTACHED 10 MASONRY/STUCCO, THEY SHALL E ATTACHED USING WPATN AM= MVND A SUM MMMAYAL CAPAfR4 PLYIOm AID iASOFNWD TALE 1m MA1 (S SDL GUSI>O UAL - CV02M C MAX gar iLl R1®TIT®■ O��I�r ar ,Hrlrrr•.tto wrt®fyn rr r■I• rmQr•s V krro wrc PD®f■/r rw rr• rmQrVs a.■ r. aAY rru nA.m,alm tNa rw rrl r--- arm--m � 1Nr�Mrto RTa®Li•DN r1[t �mQ1�0• Plr®rrlLrlmla rY®■,rr R•■■��r mom L THIS TABLE IS BASED ON A MAXIMUM WIND SPEED OF IM MITI ! MEAN ROOF HAIR OF 45' L �SL /10 SEREN S r/ MINIMUM 2 1/r SCREW PENETRATION KID BUILDING WALL FRAMING. a FASTENERS BULL E INSTALLED AT OPPOSING END OF THE WDOD STRUCTURAL PAR. WHERE SKEWS ARE ATTACHED 70 MASORY/SBICCO, THEY SHALL E ATTACHED USING VNAIOI DDOS HMVNO A /°OCR HOIDINK CMAOW. WNHAGORNE DWITH AWN DEBRIS REGIONS H VVIND SPEED IN EXCESS OF I50 (11YUMMUM), v PROTECTION OF EXTERIOR GLAZING N MILD -BORNE DEERS REGIONS WITH W!p SPEED IN EXOF 150 MPH SMALL E PROVED TO COMPLY W IHHE TFLORDA.BLA!>PIB1ADE. CHECK WITH YOUR LOCAL BUIONG DEPARTMENT/BUILDING OFFICIAL OR A REGISTERED PROFESSIONAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS PROTECTION OF EXTERIOR GLAZING N WIND-BORNE DEBRIS REGIONS WAFT WIND SPEED OF 150 MPH, BUT ./ AN E7FOWRE GREATER THAN C, SHALL ALSO E PROVED PER SEE E M CHECK WITH YOUR LOCAL BUILDING DEPARWERT/SUE DING OFFICIAL OR A REGISTERED PROFESSIONAL ENGINEER FOR 7H€REQIRED PROTECTION PROCEDURES AND MATERIALS ALL DESIGNS FOR 7HL4 AREAS ARE ON -SITE, BY OTHERS ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGION. WIFNEVER POSSIBLE REMOVE THE MOUNTING SCREWS HOLDING THE WINDOW at DOOR FRAME TO THE E7CTOM WALL RACE 7FER REOUNFD PLYWOOD (SIZED PER TABLE 12-1) OVER IHE WIDOW OR DOOR AND FASTEN THE PLYWOOD (AND FRAYING FIRM REO'D) INTO THE WALL FRAMING THROUGH IHE HONE WHERE YOU PREVIOUSLY REMOVED THE FASIETFRS F YOU CANNOT INSTALL THE NEW SCREWS THROUGH THE WINDOW OR DOOR FLANOI THE MAXND DEW -JN`z�� WILL E INSTALLED DIRECTLY THROUGH THE EXTERIOR SIDING MATERIAL INTO THE WALL SE - TF MINX m- FRAG IF METHOD IS USED, ONCE THE WND-BORNE DEBRIS PROTECTON IS REMOVED, THE HOLES IN THE SIGNS SHALL E SEALED WITH A SUDWE BASED CAULK 70 PREVENT WATER DAMAGE TO THE WALL SHEATHING BENEATH THE ETCIEIIOR SDNM N ALL CASES, WHEN THE WIND --BORNE DEBRIS PROTECTION IS REMOVED R SHOULD E STORED AWAY FOR FUTURE USE 150 MPH MAXIMUM EACH DID OF EACH NRENMELMTE IIC®mEAL 2 ■ 4 I010E ID BE SEMM •/5 010 . 4 I/r MOM SPACING PER TARE 12-1 150 MPH MAXIMUM SLaRE 7/E6' SHEATHE 10 2.,r../ IMMIX 10d NALS OR IRO PID SOm amm AT 4. DC MAXIMUM RAC1G (ORS IIC1108 GIATNND ENI IOGTED AT CENTER 2 . 4) NALYSMV LEWIN IS 1 3/4' SUM N ME RYWOm ILL OCCUR OWEN FR IIIIL 9W= TO 1E NFD 6NDI D ILL E Ito WOm Sam MIL . TAME 12-1 AND N0I13 FUR ON AND REQUIRED SPACHO 150 MPH MAXIMUM NOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd ' UNLESS OTHERWISE (VOTED AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: ;l?PROVf� w >o�iTi1I o 8-25-15 ti No 400 FIR! rux�am m. Aelo f Q r r. o-RTM Oaer) 'y o ®o �r1,]� j 11 Ea.�OIItT DDT■ �.a�1R�R.EEO�O CARTER B' COIWLES W/ 2014 FLO MA REL QOOE, 22020 COUNTY ROAD 12, SURE A Doa¢W N 46529 JU41 •a0al,e RmioNs 0 BY DATE 0 roI PRAWN: C. MYICE CHECKED: Y.T./N.T. DATE: 0/4/2015 SCALE, a/+Rr _ I,-0. Slim: 16 OF 16 WEC: EEO D DWS: MODELS ISO MPH MDD-R6o I THESE DETAILS NO PLANS ARE CONDDIML AHD PROPRIETARY MA7EDALS THE CONTENTS OF 116 DRA4IlO PAOKNE COITAN COi1fM1AL A D/M PRI IFOID NFORMAIIO , ANY RNIWIIIORECED UE COPVNO, �ASINIE OR OBIT IBUTIO 1 OF THIS PACKKE, W ANY OF 11E CGHENTS CpRAFD THOM IS STRIMY RiCgn BY .MCmSaN HIDES AND MY E OIARO. THESE w1ETI ARE PIIOVDED TO THE NEC PIENT IN SPECIFIC R11FOg9 ONLY AND SHALL L NOT E 56NEID, COPED, OR OnMtME REPRONIOD A CIOR DMIRIBUIED 70 OTHERS FOR ANY PURPOSE WITHOUT EXPRESS ROOM AUTHORIZATION FROM IACOSSEN HOES THIS DIALED PACKAGE AND ALL ITS CWNIFNIS ARE THE EXI PROPERTY OF JACOf SEN HOM M ALL WITS IRSRRVFD. LOPVRGI MIS COPIRIR (D 2015 . NA0G84N HOMES, SAFETY HAM M FLORII ALL MAIDS I®MED. ANY ADO(11p�(yy AND TFE 57 N RtFOI AI AODIDGI(S7 ATTACHES) T3 Ii03T 6 THE SOLE AESPON .d FO MbXG= RAMS Ala ®m m 011E71A ADMEN aIa AM M; 9Y PARTY 11 AIR SPAM MINIMUM OTER APPROVED. LISTED TFIISS9 MAY BE SIBSIGUim E HAM M ROOF ANIM SPECIFIED NIMC 6 NOT EXCEEDED APP WAL AMOM Alan WTH THE AMIRCT ANM/a D1MmI OF ME Yam RAC SM L ADDITION. OF 11i CONTRACTOR Q WAILER WHO INSTALLED THE AODI110N. CTO ALL GLUS CONTAINED VIM THIS PACKAGE ARE BASED ON THE MAX •11 RAI E DESIGN ROOF ANGLE. S'ECUM MDT E HELD NUIPOYE a UARR FORIM MODAIM OMMU AI.M L lO RINUA : OF 71a 1U EMaRNp ZDUCIUN DMAOEFO AM SVIIDM IEIATMO 11E1a7o. 'At4 ROOF PEGkIER RAL �E1F'ftp ME RAL aJIII)� 001�� ION MANUAL VOIM7101 PiOYgD FOR LWL�L SR OF ROW SWIM -------------- 1ff (W/O 2M Mn . W4D O A O VLM PROVIDED PONT a REM OVERNAM j------------ Wy�� RIDGE EAN Oma + 0 SOFT UPPER wm ROVED OT - 0 MK OF 5=K Imff wm IED'O (MIAL FOR HOMO Qs6 E - - - - - - - - - - - - - - - - 4M X FL TOM OOLDSRIO T a RIAR OIMIGS AIOROW VIXR FROM CALCULATION FOR TRUSSES SPACED 1r OC. I® VOV ----------------- DESIGN LOADS - £� �SROOF(yp) F� SS .. . im - i05 PEP � 5 pLOE_ �p �" `"' OLT AS1�FEIE - MASS A; CELM Dom .. a . 10.5 � LISTED 1RUSS S DESIGN MAY VARY N•'y WV� W�,*y""p O*y`VU•'� gv' TOIMA t� . ASIM D3482 \ 1235-M am Pa1LA1,0N 7 r APA RATED ROff 9Fi19M0 (TTPJ 61 7NPDAL 7FtlISS YO m rvsn ro cm�i AM 03101 SS P, p-IAIDIS ff WRIY . H ASIY D71S4 CLASS LL /rV FO.T (Q R-30 [�q ip �0M IN� MM wIRMUIm TMM - lF/ t I ff M11C OFS:D --- 21 NN WALL STUDS 6P1 LAP/mIDODA U ML (7YP•) 2,9 SPF WL BOTTOM RAC FOR SIO NG RMIGSB KY PM REMOVED BM iWAUA1ION) MOMM7I )O WA= wSIQDas ONm w MMM M M00 M Mi0 1PUNISITE F1OM MAIM HMLQ 70 FOMaROM f10500 YM10 S:M MOO ���P� wL"TDSa .10•-qw•) 1/2• GYPSLM LIT YO, VARIES AGIIWFlOGt DR0°RiEIa�GRs)� 214 SPF (G MINIMUM 7ff ! IDMOM �:i1=. _ —0=1I=11=1 =11'=7fmil:=7f.=1T=11=7f.�11:=:ii:G1=i '`''�=11=II—II—I�_rl=ll'-11-11-11=a�►- l�l ��y�y[,O�O-9b0 Typ- CROSS - CAM nON SCALE: NO NYC MEA 13D-" NYAC Sff• U1Wi, A LOCATION MAY VARY I LASS T 1D/31FIOOR MC SVWAQ FRESH WAFER SUPPLY (11P.) MEe,lrxl9C AL (LVR) 1 %///////////,M%/,',' % MIT WDGIS VARY, SEE MPROED FLOOR RAIL FOR SETTS UNIT 11071%_ n� TMS STRUCTURE HAS ®I DESOm FOR MOON Q I SINLANN OM A SITE BILT PERMANENT FOUNDATION AD 6 LOT EDGED A E MOVED ONCE SO ERECTED Q IBTOILFD (SNAP AS 1YPIGL DOUBLE SIDE 70-0; 24d 'Jb'-If. 'ffid. SW-V a 3E'-O' I M1100) ROOF SYSTEM SOWS FOOTAGE =3 SL FT. • • 2.71 StL Fr. TOTAL TEAMED VENT MW UPPER a 10110 300 (R/ VAPOR TwOEEy 30D TOTAL ffPER VENT ACTUALLY PROVIDES . 2A4 SO, ET. 00EDEi OUAF6 AND VE 75) ONAIN VENT P WED LM Mn . LPPROWED 0 WE • NIPPER ROOF VENTS PROVIDED 0 IIUL OF BD!IIi K IPPOt RDff VDR9 PEDTi (TIDAL FOR POFa R1WIM LPPER HER MM (SOW OF lE TOTAL) - 1.13 SIX IT. RDOL RVD VOR . alm DEFERENCE BEIIEEI REDD a ACTUAL' LIS SQL FT. PASS QOL1L LONER VENT ACTUALLY PROVIDED . L75 ETL FL PaLIDES QUACS AND EAVES) - Z73 SIFL. HOER ONWC a EAVE VMM PROCEED 0 Mn. EDT! ROOF VE IS PROVDED 0 IIIIL ff WO6N. IOESN ROW VETREO S D (TROLL FOR HOME) MINIMUM LINES VENT RSAl1EED (SO: OF QNE TOTAL.) - 1.13 ED. FT. ROTUL R0'D VOLE a OSOH OFFERENCE EIEEi IELD a ACNNL- L6 SU FT. PASS � AI ��FyI �.��y��tTiRy�'r■M 4 PCOO a AUR 541w CW � js SCALE- NTS 1. ALL STEEL, MOAT COMPLY TM ASPM M-30 (36 LS1 MMA1M). 2. ALL. LAO SCREN MUST COMPLY WITH AM A-= A FOR FOUNDATION SPECO1CS, FUM TO THE FOUNDATION PLAN DESIGNED AND ENGIMEERED BY OTHERS 4. ALL FASTENERS INTO TREATED METIER SHALL E APPROVED FOR I6TALLA11ON MITT TREATED ]LUMBER. * MEN THE AREA MIN TILE /ST TARE 6 ENCLOSED, UK S MIL POLY VAPOR FlAtWER fEIDD OVER AREA PROW Tiff BUILDING OR j,=C1UiiE (0N-SETT, BY�OR . THIS VAPOR BARRIER 6 REQUIRED ElY JACOBSN NOES OF CODE REQUIREMENTS AD/OR 9PECU7CA11O4S OOTTNG THE VAPOR EWNER ISO EFFECT ANY WMRANEY OFIPEED OR IIPIJED BY JACOBSEN HOMES. IQ. WALLBOARD - VENTILATION PROVIDED FOR LOM OIA OF ROW SC OU vow 5 P FL - 173 SGFL - IOER GUANO a EAV£ IEIRT ESMVDB a FD (BLOB REAR OVERHANGS) + 0 SGLDER YOBS FRONTED BY - 0 MIL OF 5MQJL ROOF VENTS REDD DOTAL FOR HMO ETL SHEATHING SL Fr. TOTAL, pRERES OIWNES EAVES AND ROOF VENS FROM CALCU AIOM Batt ffffff t — — G"'° HaNT SEE APPROVED SIGIMURQ PAOIAGE FOR WALL COW. (T+PrAw S O.CS s,o .DG. ffE.O - ,ff — -1 11 MAL L� SCALE. WS APPMAL *131 % 15 REgIINFD WALL S EARWL SFFDIIC INFORMATION: GVIDMMIm LOADS S Q THE APPROVED ROOR RAN OFTNIS7 OCCIM AT FAQ 00 OF EACH SHEAR SHMLS ffOOiT EMLLI.64D� 1D SIiPQT NB/Q ACCOMMODATE ALLAND DEAD ILOADS THAT MAY OOGM M BOTR THE NOROATL ATD VETIMAL PLAM(S} ME TE-0ON SYSED SALL BE ATTAM vELTLY TO THE WALL STUDS AT EAOM DO OF FAAAI SEAR S7iEllT DIECKY 70 FOIRICKMONAROUND TO 7RANSED ACFAWTE LOAD. (a( �M�qq Dw PRaF MMMaOmN p00)EAIIRtBE �p(�pYE�DgpTN�µarr OTW4 bF�RA: ALL 9FARWLS 91NL HAVEITIC A YUL OF TWEE RDQ J06T9 LOTJRED BELOW 7EE SEARWAL ALL LOAM 10 FOUNDATION Q-SITE, BY DDISM UNLESS 07HERM7SE NOTED DE THIS APPROVED SUI DING PA9CAGF, JOIST HANGERS ARE NOT ISFD IN THE CONSTRICTION OF THE BUILDING AT THE FACTORY, 7HE1WUt, A MINIMUM 1 11r BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2• BEARING ALL FOUNDA71ON DESIGNS ARE BY OTTER:. •OF FTGIE IRII^: 7E FACTOR TRANSPORTATIONbTRUCICARREG 6 1®A viowD ROIL 7E S6tUCIME GUOO lE C`W�l aJUDMGS IBTNLAIIGL 'GI FRAME IMF. THE FACTORY 1RAlSPQTADN GALLON 6 LET ATIACIM 70 THE STRUCTURE E AID 6 BTEffD AS A SDIDMRAL COPO ET OF OF TIE e1�DNG/STRIC01101 CONS13tU MON S WFICA MONS: lcw 1,-Il Q DEL! Ys• 1iAs "Mn QF-MGM I 1ML MUmI O< WI AOO : NRI01 TM I aaHG ASS 1ML Mml ALSO Aw1AL 7100N ®O 7P/AYP OM a RYMM "A w AF D• LV MOM Yuma rum cwma HIn/wYAI'AM[T aaDN m mAao >r on ►on1 � w FaO1 OnaM w dill . �� A 1nw _ran OOO:Om w w 13 TEMP MAR OX* M w 10 -BEAT m wL nnumR w TOP MO DIUJt W w P W. MUMM 7/1r MA (M MOO wm DI DDWn Im - MAN O! RL DOM MNOE COIF OODawam OD TELL FIM ::;=&AM (mJ WOFM MSIwO a NUAL "4 cans Tom m I/r1PW aM L77FO wMr W ►MM F�L wY10s Y IaC R& (0RA OM mama 7/w AM RM 7m 1M O Lo"vIOmwin 7 HIMOCM wm lA00 w as Ire AnAeI .... D1110m WI M M I1ID0 IUD Ttlw MR W D1aR CNa WL Not w- 10 now CMo VIM IIID OF SM ONMa I HWA17M EDa 70 DomCAIa IRO TYVO oo 70 an" CU= RUM am I W NOLM1 aOa I mD.ILQRtmILTOL /OFA![wft wR0 0 /aPn®UuMi WA70I Cmw I -MEW N IMOOa MIN W/IIMD I I N®[ ii1lJIS I /v MM HFAMIN I �:R' I or ■mu Lmm 0 / of AO®I rm D1a® o �1� 1ulA M�0 THESE METALS AND RAMS ARE CGFOWwL AND PROPRIETARY MATERIALS ME CONTENTS OF ME GRAVING PAOOAGE MOAN CONFIDENTIAL, AD/01 PRIVILEGED I FONAIDL ANT UNAUTHORIZED USE. COPVMO. amnorr Q OISONMIOR OF THIS PACKAGE; Q A MY OF THE DISMIS CONTAINED 1*00L O STRICTLY PROHIBITED BY AACCBSN HOER AND MAY E LMAEUL. THESE MATERIALS ARE PROVIDED 70 THE RECIPIENT FOR SUM PURPOSES GUY AND SHALL NOT E SCAM E06 COPED, Q ODERMS: REPRODUCED AND/OR CISIRWW 70 OTHERS FOR ANY PURPOSE NOW OPRF.SS WM WINCRGATON FROM AAICOMNEN NNES THIS DRAIMM PAW" AND ALL ITS CONTEXTS ARE THE DmD9CE PROPERTY OF JACOB4N HOES ALL ROMPS RESERVED. COP I=1Y MR PETER 70 APPROVED COSIOICON PAOAGEATAIS FOR FAMM � SCALE: MS AREA RESERVED FOR LISTING AGENCY APPROVAL STAWS: n;25 mm.,.. �MNt�O m l tl A - ?-MN OIIIOPI COPIER FF/ 2014 FLORIDA RM OODE, rnrr�e� d jid 22010 000NIV ROAD 14 UMA IWt 1U04MB REVISIONS IAI BY IDATE ,0I DRAM: a wMCE C C =1 LLT./N.T. DME: 0/4/2013 SCALE: 3/ID• - 1'-0' Sow: 15 OF 16 tAEC: E:P= D DUDS: 180 MPH MODEL: MOD -TIED C@M w Q 2MS . AACGLWN NOES SMEIY HARBOR, FL=% ALL RMDS ImNYEL ANY AApOD MIT�p�(S). HA OR THE S) N t.FaT AN AODm N A1TA01(6) TbTb 11E HOSE SIPoIOIIIRE IS TE SOME RF�gI� LYIY OTHER APPNOVFA LISTED TMAX-M� MAY 6E llE FMMAMM PLAN AM ®UD MY axaa, JACQOI NOR AID R MIND .MIRY S1A9311MED E MA MN ROOF ANG . SPECIFIED 1ERIX 6 NOT DOiEDEA AIF.owt AmNKM ALM WM IM AMOtQ.T ANDAR DMM v MR Navm RNO WAL OF 1TE ODNIRAIN OR EZtTA6ElR NO INSTALLED THE AOEDON. ALL CALLYS CONRNED WITHER THIS PACKAGE ARE BASED ON THE MAIL ALLOWABLE OEM ROOF AN" SPEC. MT E =0 REMOGP M LIAR[ RE DE FNMAIOI Nam ANDAW ta®n1OAL ROQa1= p�7FRp Or ME MWN)MORL M aTOMIUUL COIWOWYIO AM MTWEW NIUIWM THEM �`.� CSD3505 ��,�0I� • o 1d�+ VtM� , VLL+AU,�1 V(}+ fV1� TOP (w/o Imm� EAIQ� RDE Sl •) O� ¢.0 VE7RATOM MDYRD FOR M4Q ON OF ROE SE:FM 2A4 Mn . IIFPED O1tANG VdI PIDVOD-OiDNT ! RFM DYHOIANG') + 0 San - UPPER VOTES PR014D El'--. D MRI. E SO1TEN Row VEN s wn (OFFAL FOR HOE) 7.M SL FL IDLLL ( cum FRONT t REAR OTW6S AO ROE VENTS FROM OOEFRATM tf10r) DE�9WIDA FOt TRUSSES SPACED . 1lP OC �� � suou Row lrWilr3 BCl = 10.60 � 1SA��,�•��0°� �+0 MVCF 9ElI� DOES AL FEE - CAS A OCOL - 103 PSF IS= TRR SSM �/� DESIGN MAY VAN ROOF EV APAWiW(1W�a Fw� rAA+� 1�P,�"'p a•gyEL `� 1� gY" �MCEA TRUSS � �8 ASTM ` AS•IM 0�71SN0� CLAM R-00 KEaw N Row CAWM 210 SPF A (S0 rb 4 ESFIOEI ATOP FLA LM LU20 TE MIL Tau STID.T LAPI—CODAHADL (TTP.) 24 S°F p RL W.M RUM TO M TE AT DOER SDEYAL PERIMETER AREA TYPICAL �-WEAM PER (PINAIDED By. STRAPS AR A EIOWC TDON RFSOCNm AND INSTALLED BY mHOs NDs ®M Fw WAS mCNR W wt W WON s awO n wRWO I� �/f/1woof//f�ffff"1fG .. �fffff/f/. ffff/f/f///f/f//ffffffffffffff/f����j'I:�_ �f/fff/fffff/. MOM� um �J� (n4 11� �N FLY MVa1M Ot•@ W RW W 110W ^' O ^ 60 `"a (N®s&s ®}E��IW .I pI P14 A SCAi.E: Nu ROE SYSTEM SQUARE FOOTAE 92M SIL FL yW SC FE VIAL REQUIRED VW (TOOL EWER at LOB 300 (•/ VM BARER) 30D TOTAL APPEAR VENT ACTUALLY PROVIDED: - 244 SIL FL aOB03 ORIM AND "M 2.M SW. - M4FR DEAD VDH PTRMED 0 SOFT. • Ism Row VENTS PROVIDED 0 NML E 566FL UEPED ROE MIB REED (TOTAL FOR TOE) MINA UPPER VENT EGUFED (5d3 E TIE 7mA4Te - L15 SQ. FT. DOTAL REOb MR R 05OD EIHmE BETWEEN RED t ACTUAL.• 19F SIL FL PAS TOO. TALLER VE T ACEALLY PRMI D: 175 SILFT. (ROUES ONAM S AD EAVES) 235 SQFL - LOWER OHAMO t EAVE VET PRODDED 0 SM.. - LOWER ROE VOTES PROPO 0 MR E SOAR IOE1U HOE VDTIS EDIT (MEDIAL FOR HOE) NWNA LOWER VEER REQUIRED 005 E I E 10141 - L16 SG. FT. KTOTAL READ MH R OED) RFERENE ff1EiN RD'D t ACTUAL U SO FT. PASS P14 SCALE: WS 1• AN SPACE wRA M NOW PERIEIER RAL ADD -OD EAVE --PER— COMMOOOR MANUAL -/ MT WALLBOARD 4 VE RATOI FROM FOR EOEA ma E ROE SECIIOR' • 175 SLFD - IOW ETT AMC It EAVE VENT PROVIDED (FItW t REM OWOMAK" VENTED . + 0 S2.n - LOWER VHHS FROMM BY - . D MRL E 5®K ROE VOTES En (TOTAL FOR HONE) • - 277 SO FL TOIL MUM MOM EAVES AND ROE VENTS FROM C&CU ADN H101b E M SEAROIOamm w-.tr °QR SEE APPROVED SIRICOtAL PACKAGE FOR WAIL CDT tfi `TIM MDT SOLE a THIS �+ Am S)PACs o SECTION FOR CLARITY s6. IDOr aPRT.6 - TO• SCALE: NIS TYROLL IFANA/5LL F41t IAA dMIISNRACTYQL PAOGE 7/15• APA O7R�rlpEC(7O�}RATED SEE *EN IS REMIED rD% EIITIEAfAE4tiiNE DNdIR PR r APPROVAL [`�lW SIEARWNL SPEEFTC INFORMATION: DMI FIRM O LAMS SHOWN CN TEE APPROVED FLOOR PUN RTARPST OCOURyAT EACH END E EACH STEM BATE RATE F 9Al EROiY FOWATON SYSTEM TAD SIWOEF AMO - SEEM 1B/SiRAm EOOMOR �(fYPIOJa M WALL (TV.) (TV.) R�®5l'l�DO ALL AID EAD IDMS THAT WY OOOR N ROUX lE HOIODIFAL AND VERTICAL ME=�. VIE TE-DON SY57EI 9MLL E ATTAOFD NECELY TD THE WALL S0D5 AT EACH DO OF EACH SHEAR SEGMENT SINGLE 2XIS F 0 Q ( PHONIER (SDP F[Od FRAME) AU E LFDI ID 1DII A515ETf5. EE 0MATARORF�CF ' ' OR EODIHED FROF59rUL FEFviDt__ (011-1TE DY OIIEi�• (IMF HIED COOMBE ON BMW RAT} FIDOR LEVEL OF•FANE .ALL BDf1LL ems•-Lr� SHALL HAVE A F.L OF SEEN 2 FLOOR .DISIs LOCATED BELOW THE S EARWAL AND 9WL LOCATED ABOVE A SOD IEADERA-N'AM N TIE MME POROR FLOOR �O DEQD ... .,.�...,, �... -a 3 TYPICAL 5FE MANUAL WTNG LRE PEPS LOCATED AT ' MA• OL WL S•AOIO AND ALL N COLUMN SIRWIT LOCATOR CNaN Pi7IS SHALL E DE4Dm BY A RM PF TO ACCO MOONX ALL LOADS IMPOSED AT THE CaLMI LOGTARIESL AL E TIE 7E-0OWI SOAPS AYD ANOOED SY"1H6 ARE DE 30ED AN INSTALLED BY OHEB ' ALTBNATE MWATDN OE90G MAY E UIalED WHEN DE90ED DY A FOSTERED PROEMS MAL DH7M TD PROHIE EWL OR EIfFR SUPPORT AD TAM TDM4U THE F�10ot OR SUM STRUCTURE UNIT WTHS VARY. SE APPROVED RAOR RAH FOR S ECFX ANY WDI(s} IY IRS SIRICRRE HAS BEEN 0=0 FOR E WM E NSOLLADOR 01 A SITE BUILT PERMANENT FDIRDATDN AND 6 NOT DESIGNED TD E MOVED 011E 50 PELTED OR IWAL ED (SON AS TYPICAL DOGE WE 711-W. a9-0. 2R'4O, 2f-C, 2O-C t 3Y-0 MUM) . ll — EER M BLOCKING 6 LOCATED AT MP G6 MAX SPAM AO AT ALL OPIDOW N THE SOEIIML BEATER THAN 45: ALL M-DON SP-96 AD ANOE.M SYSTEMS ARE D®ED AD wALLED BY onm ALTERNATE FOUNDATION ESM MAY E UOUIED 00 IMSCM D BY A RH6'mED PRO®NNAL DOM TO PNOYDE EQUAL - OR EfIR SUPPORT AID TAM TRA6ER FOR DE SPECIFIC STDCRHE IWAUF3 ALL FIIRDATHN SYSTEMS SNAL E DESMINED BY M ARCHY= OR EO STEIED PE (W DDEiS} UNLESS 07HE MSE NOTED N THIS APPROVED BUILDING PACKAGE. JOIST HANGERS ARE NOT USED N THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, A MNNUM 1 1/Y BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSiEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/4• BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS 1. ALL STEEL MUST COMPLY WTH AMU A-36 (30 Ira MDAIUMQ 2 ALL LAD SCREWS MUST COMPLY WITH ASTM A-307 MmA S FOR FMADATION SPECIFICS. EOD ICS. FOER TO THE WDAIDH PLAN DESIGNED AND 840PEE ED BY OTF EIM vF FRAME IRRII'E 4. ALL FASTENERS EITO TREATED LLDNIR SHALL BE APPROVED FOR INSTALLATION INTO TREATED LOSER. EL WHEN THE AREA BENEATH THE DIRDNO/STRICNRE IS ERQASEC, 1N FRAME UD•: AIL 5 ML POLY VAPOR BARER FMM OVER AREA BERDW THE BUILDING OR STRUCTURE (ON-SM BY MOM TRS VAPOR BARRIER IS REOIRED BY JACOBSEM HOES RIMARDIESS OF CODE RFAUVIDOTTs OfRNG TE VAPOR BABER ELL EFFECTDWWPMS7YAo8 . OR RNR&D EFY JACOBSEN HOMES _ ME FACTORY 111MS+ORIATMN CARZfR 6 LEFT ATTACHED TO THE STRUCTURE AND 6 UTILIZED AS A STRUCRNAL CO POET E IF B pE0/SRtiTI�A,� coNsmucnok skmc4 ioks: MANIA MWEL 41 NOL ■No OF0 AE Y�AR1L WL Mm® a .F A 0! Rm RT FMIm NR IAIDL hII tw:IO/MN[/CAIWQ s�Arm Nm ^� Josf of POION J� ® OD• a SIFT P MEN RAN (CMS a aTP P 000001 ~`CMm You MWaATRO R-W 1t! Ma ODYL► a Ali P MM MRMIIMO 7/1P AAA m 7W RA10 DO Dos a7TD. - FDY CEDE am Doom HIM OE PED ON W/ OLASO Yn MR WILL Tam! uWA►RsAWM (Tw3 M .MAR m RTAL m aRp TDIT 1/= DYrVR KTV4 NOW MEaAMM M-W NIImm . TROT aTMMIMAL vo MOW .EAMIM • 7Ar MA RATO TILEMER rM IaaVWOAI 1 NUR Epp Y 0a aim DtDn METOY AR MOULD AM TWO MDR TO DOW WO MR E= NDD To DO.Y GIO rm0 W 0 w MY ma a NL%T TIDE NUR TD MEW CALM YD TWO OM 70 DOW MM NMIN bR / E fl� COW 1 mmE1�E3IYIDL NuIO E MWW a F W A®E LAVA 0 A YOOE CAME T4 Nam! f F E WIM IEAIM 1 P W A®a MAIM 0 F E nwm am Matra a R Na7>0[ Gi y u.a 0 WDR HFAM RM 40 AIMOI 0 E NVAND LAW a 0 E Ada %%= CTa 0 • NNMOW 0 WITR EAIM TWIN D6i THESE DETAILS AND FILM ARE OaWDFMDAL AND PROPRETARV MATERIAL THE CONIENO OF TITS DRAWING PAOUE CO TAN OO FI DRIIE AND/Olt PRME.D NFO MATOL ANY INAOHOIIWD tTE OPN4 OSCLO M OR WHOlUT CH E THIS PAOhIE OR ANY E THE CNIDRa pORMm SEEK S SDOCRT HOTBED MY JACOM TOES AND MAY E UNLANFUL. DESE MATERIALS AE PROVIDED 70 THE E?DN FOR S!IlIC HHIPO= ONLY AND 9ULLL HOT E SAN EA ROPED, at OOEIRves: Rt77mm AND/OR OSIIfB11FD 70 ODEIB FOt AM ru POE unw EPR M WOPMDE A THORMRF FROM JACO®N TOES THIS CRAVING PAW" AND JUL TO CCNIFNIS ATE THE E1021111YE PROPERTY E JACOIM NINES ALL MGM RESERY . CQ vwlT >N RERIR 70 NPROY D C060WCBCH PAMMADETARS FOR FASTH.D ROOF SHFATHI G k14 sCALE: NtiS AREA RESIRVED FOR L11 MG AGENCY APPROVAL SFAMPST PpPROVfO o w �..• 0 �• ®� 0 SO ti m� S 8-25-15 —� NO UH my f _L ray-2IM4 EMMO" Ai Z O w 4 �oveMuorw mlAno® FR Pyyi(7o"r'7'Yi rmr D�iE� Roo' I; � � W N n0♦S �IIR�II� � • CARTER V- r:W„ • COPLFS W/ =4 FLORIDA ROL CODE; I� =000 = NIY ROAD It, SUITE A OOSMM, IN 4� IM41 a76 3 DRAWNT G YYRCE CHI©®I M.T./FLT. DATE: 5/4/2015 SCALES 3/16• - Y-W SHEET: 14 OF 16 VVIC: EMp6 D DVVS: IN MPH MODELS MOD-96D COPYRIGHT © 2001 . AWOBSEM IDES SAFETY HARBOR, FLAW& ALL BORE RES RYM IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL 430 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: GRAVITY LOAD 2670 LBS t❑ F-al GRAVITY LOAD: 2670 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 BUILDINEISTRUCTURE. O O O IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 430 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: GRAVITY LOAD: 2670 LBS F-11 Fe I GRAVITY LOAD: 2670 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 BUILOING/STRUETURE. •IDI aH Aa'A OrA■I RAN E TAW a MW M. INL a ■N- Par MI•Nf THU DON M 4Y1-[OQt aliQr lNIQOwfa■ .NriA fl.lCENf; IT 9r YN'OfM=X =■ a -aggo a ■ NolNef K Too OwNsP or am eamo AID WWWA10M a■D K YAPr ulaelt Nu DFDOY ART aAalANn oNDw of •atm n aAmmt xoln trlarr■rti aReasa-v®Iral■ ri"A'A aaNcarw■ uNw r • aalm■e mNoaY a THB NEDIID/3INICRIAE I3 DL90M - OECIIOt 111r . af7N--alaN�a �IA7I AND IS 101 M A SIE C08MM0 PE101O S O OR SLM AND � NDr DEsaM To ff tEo+�D ONE sD EREC® OR NsuwEa ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT Op EXTERIOR WALL: 250 PLF GRAVITY LOAD 390 PLF UPLIFT LOAD MOD-960 O MATING WALL iB0 WH - WI ( bale) 430 PLF GRAVITY LOAD E FMN B G10 PLF UPLIFT LOAD 30� 9YIT O MATING OPENING: �= qFEOEqTq•• N67IGLMeDL 95 PLF GRAVITY LOAD Op I -BEAM (ON-FRAMEN 525 PLF GRAVITY LOAD s� o 0 �AN■N am J 7Ra■um NRrrr ALL NamFs,iNRIrGx FlnmR MI00 i0' OD) FROM OF F■0OR (45 190 A9 RNR®i 0 EXTERIOR WALL- 4R5 PLF GRAVITY LOAD MOD-960 360 PLF UPLIFT LOAD 180 WH - W( (ft de) D O MATING WALL: E RM 0 920 PLF GRAVITY LOAD a 30 FEET SSG PLF UPLIFT LOAD O MATING OPENING- 585 PLF GRAVITY LOAD N{>rraf•. w, ■a■alli0• am alr ■salt .w 0■0o-a01a!■ a am a■�r �a �1 a a sw ■ saaD f■0 © • o o r • C f ! Sfa N L71D 0 0 0 N 0 ❑2 ■ 1 >w ■ alas m ❑• e e o r D • i ■ fM ■ iSa • 0 0 N • 0 0 o N e a 0 o D o r • • 0 0 a N a 0 0 0 N • ❑4 0 0 • ■. • ' ❑e o 0 o r I • 0 0 0 ■ • 0 0 0 N a Ou A- 72l13 PS' OSHEARWA(1 DESIGN SPEC'Si ®- t0.24 P3 aNra�er� C - 4tL4O PSF De - IMM PSF OOrI ■IRA■ NIIIG �rN 5 Om MA■ WIG •N WAMRN■D Fa 441I- a Fr00 am 2 OOrI aINAa WD aOLO Pl► B G amWIG • FIF 01Drarr w00 aw Ir O1-■Tar ■® a Ir OOaaara-O DME IMN YAIIG Mvw O .. WIG onr 4w it Ol-'star/® • w O 0G1018- sale wA•N 8 ® HY WIG 6FV OAR■aMN IOaL ■m as 01QOM 1® Am NMI 19 AKA IDOTH IM ----,�'- ! O DCOifd, IK • YL 10LY •ARADI OYQ A■G DON M aneaNaiaNOe®■ N{WO-NML7fi�aMiGROM10¢ 1MYA10■Maa7 %ate 11t so ■NE ilt ■ r IMO a07rdn• O O■[ amifuT AIO NtJ>tatrG OaRaD M YAIOf fANaFN N DID.T AK ■AIalIM1Y OfiDall O MID K AAOOEf11O.1 a rrmaworNw m ■ r A asoaQur mco - 7M NUMAIMMTRE IS DESM F0t ELECTION AMAR K"n'... o ■M-� - N AL411 + a A SIE MiMIM FOKg6II MVIMIN SMIM AID IS NOT M M M W NMFD ONE W 01= OR atSiA M USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT ❑ merl rarrva ■or wno■n mrr ae-m= ! p®IariO■Ie rNr ■■rr wall_wli" am 000121 A IL NM 101, I] 212 ■e ■ taan a0 O 0 0 I 0 r 0 • f f ■■ ■ flNF 0 0 I a N a ❑1 a f 12*1 a aw • 0 0 ■ • 0 ■ 1 I! . ■rio a a 0 N a J❑ D o a • ' 7 ❑ o o a r e ' e o o ■ • • o o r o 0 0 0 0 N 0 ' • 0 0 M • E A- 72ss PS' OSHEARWALL DESIGN SPEC S3 D - t0.24 Pg w_.r. C - 4&42 PS+ =� D - IMM PS' O ®I aNYM l■Im 4rO N 5 ®■Nr WIG • tV OiDtaaaND IOm as lM NAalwm FOIm aIr (DNr01■INa ®I lNM WIG aDL11 N s el l aNN IaA1G a FV O1QOrar Ftlm airs r nNR a r O ®I arAII Wm 4Pm IV % ®■aa WD a n► 01•■OrNa IN■G 4w Ia. O1Qerr /Mom . v O m■I arA■WAD ■■al FV 8 oDn N■Aa WD aN DOMAIN* IOm fm V 0N1 UNaa FOAm Mum SAFETY: WARNING: ■rarw..a,■ w Yeelwwe a■eA,.�,mli■ae �m � ■r,RE,mr ewr��a: rd �.r■eerm a� wrlR,>nr,e I„erwl� w ■mules. Galxenm.Iueaua" rt rm. wI� ■ter •�,,.� e, ee Mrt -„�,� F�I,�a wM� E�.®rr. CAUTION: mmm.w�smacnna rwry man e:vswr rv�. rt e •rei e� mti� swuv®ww.m.raawnwwmr�. w e em.a» m a eeusneeue .ma Yvmwrlva. wore-�, �0s. m wmmues rxwrAur os ewwwim ,®aelr• a FOUNDATI-O SM PRVAM'n0N / FOUNDATION: TgRMM EAORKMON: 7 20ROLL SPECIV NNNAMM IMW OMM SMSM N IN APfROND MAIIM PADIAOF 0WORMMO LOAM SHOM ON 1NE AFPRNFO FL= PLAM ET ODOi AT EAd Be E OW "A aALL (/ALL nE M• U= Sled lIAL E GmEm ml' 7D M"L AIDS ACOfIDOAIE ALL �OSD AID QfAD IOA641101T WY X- N BM TIE ID K ATr AND DMIL NAIE(51. TIE IKL M I BMW E SHALL E AEACIID ERORY ID 1E NML SODS AT EAOI F1D E DIOI SLEW SENkT1T 1ROIlY 10 NI1DA 70 FAIRRt AOFAIATE IOA0. ALL FOILa SIWL E aLSNm K AM AROfELT OI IOMEIM PrNESM1AL DINEOt (OI d K O1HF1D} IMIM 0IMMM WMm N 11E ARItMD OIAM PAMAK Ot-FRAUU (�/,ED - ALL DDWL SEAM= SOX KAA A WL OF ME 90MUL AND DULL R LOCAIM ADM A SODMMIEIOEA/I-N'AY N TE FRAM ALL Lam TIAtSi3m 10 IIMWI OFSIIE K NIO6 WIM OLOOLE SEMW N DE ANISM MUD FAC11AE MT-FRAE - ALL ODNOL MES (PALS SWL PAVE A NN OF ,IRE FtOOt A156 tOGim OIDN THE SSA PIL ALL IDAF0.i 7a FNM IN OF-sm K oll,= AM RESERVED FOR IISTMG AGENCY APPROVAL SUWSI PpPROVfO ®" �- -A:L- 0 8-25-15 _ -�— -m no -MAIL aaaal my�� ryyoo O�IRTER 01 + N/ as n=A ML CM ® �r p A s-mx0 CODm' f0A0 la, sum A Goa■W IN 4Was 1041 aN/d116 REVISIONS' Q■ BY DATE rAl 1yty Ba Y: >I f! sgD r� 3� DRAWN: G MYEM CHECKED: ILT./KT. DPI e/4/2013 SCALES 3/te' - I'-W —14 SHM 13 OF 16 WIC, EIPo.Na D DWG: ISO WN MODEL- NOD -NIT) OF OF OWMMR © 7015 . AACOMII MkIM L9M NAIDOL RAIK ALL NOOK Ism. D!S DLTAu AID PIAt3 ARE OmIFDDIOAL AID PIDWEIAR'i WTFNAIS TIE CONRt1B E 110 ORAaD rA0i110E COrtAN OOIiDDtML AID/Ot rNMEMD NFONADOL ANY MUMlalll = DOF: C01"A OMMIM Ot OSW== W M PACNAE, Ot MY W 29 0W OM OI m"M MMOK 13 Si MY P MOM lYJA00M MWM AID WY E MAaa1L MM YAMMS ATE ••pees m ss oarGavY oe aersiF usn..ev I•■r AIG auI Y1fT m ■Y.Alelm .veep ro musts 0e•mrIKT urN10 i•cI•rrtifl m misee ce Aw rr•rIs amrrrt A1l•Oiee Ierisv umNv)w1w1 mn. IMrmv IIMeo YI■➢ roAa■a mAFY4Ge AW uI sie Ir•RerTO ue• tr ernleeC mleemv ne uMo¢e wlav uI rDYic o■smisn 1YeVOH11T JACOSSIN HOMES RAN MOM • OP-2194 OW" ••USBLE 9R09 N90! INTERIOR EM 40A2 PSF (ASO - LL7. 0.6) eD PI®lIES (Ilsa- DO ZOC 72M PEP DE9M WVSHED 19D MN - VA ORDIIDE.) 10TFL HOSED SDVOJU HAVE AREA: too INCHES CHES / 12.0 . 9AFEET MAIL TEAM ROOF NEDIH QRaQ' 30 FEET ®E1AL REEL (TOTAL DWOSED / 2.0 MS wan / ,20 . 40G FEET ROOF P:ICH WIN SELECIFD TRIM 20/12 111110 IMPCRU NCE FACTOR 1. - LO ROOF ANCIE WIN m¢® TRUSS, 17Affr 00111113) MAXIMUM ALUXED DISH ROOF ANOC 20- (DFaREEV OR 4b7 / 12 NIWIAL PRMMM CDEFF" 1L ow - 61S Mum..4 IRA VEI00IY 1RINRGNi ZOEN HD TOTAL DE9ON ROW HEATH 5L14 INCHES / 120 - 4.425 FEET OMER APPROVED, UISHD RNSSFS MY lE 9ASIIIVED E LUOPWN ROW ANGLE. -- AOIG IS NDT ALL OLLOS OWTAln WITHIN MB PACKAGE ARE BASED ON ONE MAX •"DRAIRE DE M ROW ANOE SPECIFIED ABOYE 1 � g a SPEARWALL NIL SNEARRAIL lIl SIFARWALL "wrr 00 UDNGIH LLMCIH 1lYW-Lr••• SWAREAL LENCEN too / 3S . 3MW NOES / 12A . 2001 FEET 7/rr..1®awls. - osaov WALL 2s - WA m NOES iDTN iNWAN SPAR 29t FEET Nay_eO. Na-wau■N asaea .•.,Senm 37 RIM WALL sELTIOe o NOES ■W: DO av DMIDLT.slm WAIL SECTOR INCHESINCHES47 ES WALL SECIM . 0 NOES END ZONE DISTANCE, 296 FEET �D 1. Nr. a yt 1M■ •» b N■a .ID• WALL SE01Ak 0 NOES WALL BECDO! 0 NOE7 NIt11OR ZONE DISTANCE 0 FEET O ■ Ta • •r o¢ ■AA..R.oa WALL >EL"IDNR 0 NDIE1 WAU SEl.'00! 0 NOE9 (EEEO WALL SFL00! 0 NOES WILL EEODO, 0 NOER (EFTA _ �fNL m (P4) WALL SCIIOR 0 DIM TOTAL LOOM 1F WALL: 32 BUM DISTANCE . OR ROOF' OIL ■ w - LOAD N MUIM TOTAL UMM OF WAIL• M NOES CHIDED SO / 12000 NOES WAIL DD ZONE LOAM 29B ■ QM ■ 72m - W744S POUNDS I DINGED WD / 1200. 0 NOPJ - TOTAL IENNCOU OF RAIL• 2S7 FEET WAIL ME711Oi ZOE moo, 0 ■ 4.:G a 48.42 _ 0 PONDS TOTAL LENTM OF WALL: 7 FEET ROOF DO ZONE LOOM 2. ■ 1125 ■ 1L24 _ 211= POUNDS ..�ra_aw-sra ROOF wrom ZONE i0A0s 0 ■ 442E ■ I= . 0 PONDS w_a ■■w.aa■mTsaP■:aFearon lw WTAL LOAD FOR SEARWAL 12264E POURS •■rnn..rs•_O Aar. ar•v.a.a■ aFm.'fw.a.T:.a TOTAL LDDN OF SNEAIIEAIL• / MY FEET n.m. .■a.,.. a.wwm_Ws. u50N SWm VALE OW* - 4B9r7 Rs - . =••s �.l m.. - l...f.R..w. ■ :®LI@IAwa-I-....11� SiNINGPO ISAD, ■ OPOU OYERIUOSD POINT LOAD stso FONDS are. _-■r. - rr.•o,.rr.■w. ■ _ Cosa rum_Ws. • tw-■na.AF.naN amaT.um_r■aW. • WALL 3sWALL -I 7/W Ara W raa WA>w O)I R OLY D wALI4S Smmm POTNRM 1RARY SAFE Mal FEET nr®yFa■Nr-tolala aaam WlLmm 1 I INCHES WALL SECTION:120 0 INCHES .w m sal Ar_N:a FWl m WALL SFC INCHES SEOOON 0 INCHES Be ZONE DISTACE, N 0 FELT .IL ID R�F■NA77a M,WALL _ O■Y. a rAF TW.aAl! m M rAs WAIL SECTOR 0 NOES WALL S OCTIM 0 NOES H1M NR ZOE DISTNIO. 1LAS FEETse..aOE' GELlq. - •D■® WALL SECIAk 0 INCHES WAIL SEUM 0 INCHESWAI AE L BECI 0 pan WALL SECIMD NOES OELT) WMALL Mm 0'sF) WALL A! SECI 0 NOES 70TAL LDNOIH OF NNW 120 NOES DISTANCE a a ROOF.IL .M DLOAD INPOUNDS - TOTAL U DWIN OF TAW. 119 NOES 12000 NOM WILL END ZOE LOAM 0 ■ 4.542 . 72m 0 POBDB I M DED St.. / 12AW NOES L. 10TN LDDN OF WALL. 10 FEET RA MOR ZONE LOADS LOADS L N MISS ■ POUNDS 40■ 4541 4007.PO OW 1WAL LTRON ' L, 9,92 FEET ROOF END ZONE LOAM 0 ■ 4428 1.14" . 0u FOHRR .....lan■Ta_ID._a DOP M1FRIa ZOEIOADSt m 1L42a • 4 'am. S760B POUNDS ...a_aN__IDama 0.IT_:a..lelw.s_w.. iWOL 161E FOR SHEARWAIL• . 4P737S FORDO 70M LENGTH OFSEARWNL / lO FEEr - al..w.l.■.w. • :aaFarw.�:■ar DESI NN BEAR VALUE aft - 49?M M - el..w.l..w. ■ area ■um_v.w. • IDnaAAF,n SUEAIWALLIEDIHV a FEET a,•wwm_W■r. er. .!■_.. ■ maTaamArw■alv.arlr RIOSWp PONi TOAD _ D9 SETS8 POA OVPOIN . !. .!■ar. a0■■Wm_W■rY. • N-IDnu_T.I■ra.ra ase■._m_■.r. • _ WALL BE - - -I - - 7Al AFC. smswaM-os a.m a WALL 6: WALL S m m 0 NCFS TOTAL 71MRNY SPAR 0 FELT CALL =a m 0 NOES WALL g1:110k 0 NCIES WALL laLTAk O Np1ES WALL SEEM 0 INCHES DD ZONE DISTANCE 0 FELT ■.CID M Wm RCA■■ltr - M@■LT WALL SWOM 0 NOES WALL oalloN 0 NO® NIE1B011 ZONE osrANm 0 FEET WALL ac11oR 0 SASS WALL SECIM 0 No® WALL SECTION: 0 NOES WALL SONIO , 0 INCHES �".� WALL SFCIIO E 0 SAES TWAL LL1M2N OrTALL: 0 NOEL ■ D! TOAD N lOI11W IOTA. IENDIH OF WL• 0 NOEL DHDED SVN / 12000 INCHES 4.W ■ mm . 0 POAD9 I OVDED SD / 12.00 NaNES TOTAL LEUDN 6 LUAU: 0 FEET ■ 4M2 ■ 4642 . 0 PONDS TOTAL IDDN OF (RAIL• 0 FEET LOAn TOADS 0 0 ■ 4A2S : 1L24 0 POURS SETA POBDS aanwaID._a .Taa�r>tAo. ;4r! . 0 `TOTAL BOAO7FD+xe•- • 0 .D■.LraD,n■as AaO ..ra.arsaa A.m. __.a..a■ FEas ER 1OTN 12FH W IF.ARWNL• / 0 F77T A.rv. __M■ -. el.Aln.'.!.■r- .re■.rm_W.r. • OENM DEAR VALLE 0 RF a ar.•..l.l Haw. are■.rm_v.sr. v.....r.larw. . 31EARtNL 1E1OR ■ p� oYER11RtsD FORUOyDe . 0POUD3 l..AAw.!■aw. a1au F-.m_War. WALL h - - -' -I. 7ArAM01®fo.os_ - mm-v m WALL 8s WALL 5F0IlONk 0 NOES TOTAL IIMITNY SPAR 0 FEET WALL SECTION, a NOES WALL SECTION: -0 NOES ,AVID m WALL SECIIO! 0 NOEL WALL SMIM 0 INCHES CIES END VIOSTANM- 0 FEET s•Nr>•■ot_ - _ m WALL SECTION: 0 NOES WALL SMIM 0 NOES OOCH MZOE DEL -AM 0 FEET WALL SECIAk 0 NOES WALL SECDC: 0 NOES WALL SECIM 0 INCHES WALL S TKI& 0 NOES (P3h WAIL CEL91Ot 0 NOES TOTAL LOOM OF WAIL: 0 INCHES ■ OEM LOAD N POUNDS 7WAL IDNOM OF WALL: 0 SAES pYDFD SD / ULOW NOES 43G ■ 72.m . 0' PONDS I ORDER WS / IMM SAES OWN UDmN OF WAW 0 FEINT ■ 4842 ■ 464E _ D Patios MTAL LOON OF WAU. 0 FEET L011D! 0 . 4{2! . 1112E _ 0 POLI DS .a■a nea■a_a lOAL4 0 ■ ■ 0 PDS .:.Mara_saoa ..maartsam• TOOL LOAD Ia 9EARfAULE 0 POLIRES •orsta�rTiA am. .■a._a■ TOTAL lDROiX 6 SNEARWNL• / 0 {EET - ma. ar_.■IDa■ al.,w..lsaw.. • • DESIGN SHEAR VALUE OZOk - a PUF - a ,r...■r.!■aw. aruwm_..r. ...e. ■ALm_■.... a►..a.!■r•w. • SIWMWALL NBGNIR ■ O FEET OVERIIIOEIO POINT LOAD OPORDS er...■r.l Caw. _ •ra■■•.m_W■r. . _ _ _ _ .... �•m_■r. REFER TO OTHER DETAILS FOR SHFARWAIL SHEATHING / PLF TABLE 'JACOU-NON Homos 600 PACKARD COURT, SAFEiY HARBOR, FL 34695 727-726-1138 "r YZw aa■■nl Rm m ® woa■a a_ m r a t.• F1.Sawaa. r a Aur aM M Ata■pA■•/O Daaw Wm _® wTNL7IMlTNYE7N• ,2m FEET ,a ./Oa act-,aaO.ml aaa ee maa ■®®C Alm I� m END DOE O ff&4m . FW .a ID Fl�,.■I,r-.w. _ ear. s,A r F-■ aa■r ea FYa WF■. . - NIDOOt ZONE CSTNA: aD.1 FEET o l Te..s.! Da 1.a - DA■® . 0EE0 (FEE» S3WALL 7Rd (PS) DISTANCE ■ OR mw M a ffW _ LOAD IN PONDS WALL END ME LOAMS , 4D47 ■ 72m PONDS WALL MOOR ZONE TOADS ;wmw B81 ■ 4542 ■ 4 L42 . 458,00 PONDS ROOF END ZONE UOAM R a 44211 . 1LM - 511.17 PONDS ROOF NTMOM ZONE LOADM Lm ■ SATIN ■ ,aBx - 311.7e PGRDB ■� 1DTAL LOAD FOR SH' 4257At1 POUNDS a raaa..wa-rl■a 70M LEHM OF SEARSA : • / 7 FEET ILK 1_.RAFIRTO.■■I. DESIGN GHEAR VALUE 035vk . SOL23 PLF ■_...w AAFm SWARMUL NORM ■ •FEET ::s ra■waa_■•.T.. A■ma•a OVERTURNING PONT LOAD . sm FONDS _Ow■nITw - 7/lAMn1_Ulm INLs_ - ON Will ELT ■ . 10TN TwUTARY SPAR am FEET 7NAy■a•NW-t.WatTrW •Case m ■u oar w,aea T■a m END ZOE DISTANCE 0 FEET LAIC, 1D a Urw a aM eG.a RA:O■ MH76M ZONE OISTNIOL LOSE FEET a ■ T.Ra a lacer m 1.1a- ai.® O'EEA SDEWAIL Mad a'�) DWANCE ■ OR RW NL ■ BW LOAD INPORDS WALL DD ZOE LOAM 0 a 4042 ■ 72m -- 0 FOLIOS ■ALL MOM ZOE MOREam ■ 4M2 ■ 4t42 1W662 POROS O' NCEND ZOUO E NM 0 ■ 4425 It 195E . 0 POURS ' R" N1FD0 ZOE lOAOM LO 4{71 t0.t2 - 421m POUNDS"'N'" a TOTAL LOAD FOR SIEARWAUz- - 23MAD POUNDS ~vwwNa_�■Tr TOTAL LEWENE OE MMW J.0 / a92 FEET :mal DEEM GEAR VALUE 05* - 241.19 FIF ■nlr■.AAArs SIFARWUL FROM ■ 9FFET :maF.■.a..T.aFv a. ■nl■_atD a■a 00RRRR9t♦D POINT LOAD M71 PONDS 71111*ra1m IA110K4F_ - WW-V _ O TOTAL 71IDUIM SPAR 0 FEET END ZONE DSTANCD O FEET T■uID SLUT. 1m TA110 W■Af_ - ■■ ■w N1EDM ZONE DWAN0N o FEET LOAD N FORDS 72M . 0 PONDS T... 46420 PORDS IL24 - 0POUD; tDADs o w,ae loex o FGRD7 TOTAL LOAD FOR SIFARSUL: - 0 POUNDS MNUL LDDIH Or :AR &W / 0 FEET DFSION S1lAR VALUE W* - 0 PIF S EARRALL 1EAHN R o FFICT WEROAMO FOR LOAD - 0 FMN35 - .. 7/Irr.tm Mla.ARR■ _ OWw■Lr ■ - VITAL WJWW SPAN: 0 FELT DID ZOE DISTANCE, 0 FELT ara ID Fan mDSO ZONEOWANIE 0 FELT It DW . LOAD N POUNDS 4542 ■ 72M 0 POUNDS LOAM ■ 4M2 ■ 4L42 0 Pam 0 a SETS ■ ,9.2E _ 0 PONNDe �. • 0 4426 ■ 1ac2 . 0 PORES HEAL LOAD FOR DFARWALE - 0 PONDS IWAL LENVW W SWARfAL1: / 0 FEET DESIGN SHEAR VALUE M* . 0 PIF U WWII AIL HINOHN It a "a OY4RIUWID POE LOAD . 0 PORES _ CONS'®tUMON 50KIFMCA,7IONS: tvGa TENTH W Afa cl R 1-wm Hum a ...a ra INSA W LRAAa AVER r HIM too , RNAIW Aft VOL nm Rai. 10I■■t FLOM O2A■II a /i I 1•pY 0. a R1a RDa R1NYlO• FTC. COlq. R->0 HOT aT Wynn f on FaON AI■ w FORM o O MA DIWOI SIM r si p RMM PIAII ONLY OKT* ya ss P aM .WWAO. !t0 TALL aaRA7■aR R-N LOP ME am 20 ET 13 GL I 7/IP AM a ISO RAID) Da RCOY 0nD O V �W) NFL OB. "MM L7! IODE-WEDL DR HALL NWL W/■111r,NAlyid (17PJ RCWRD not a FWCL CM4 mm TDDIsm 1/r.rFIN 01fy Raw low"tO. R .L swrm FOIERFWfNHLON'ID FfW amim 7Ar APA WIO tAe _WVUJAL IRWINWa1t um WACM it OO W;k= OUCm mm Alt RMDO Em W OEM am 1sl WDL MR W DOW CALLS RRD to 4 OF wo MW■ t Hw OHS Wiif W DA2Y ago tTw Too em w Saw CY=R 111111111111116 20>B F W RDII 10■ , ®Wa1O1lQREMNIOL MaMI OP MAIM a IF OP last 1Ma a F IRitOW CAa t/ NWSBa 2 0 W WIDE IEAOL I t i O� UM 0 t OP W RtAOSME sN0 CEA 1DM ION Moto / AOO a R @mE Gw w 1IO 0 A NOMINEE 0 0 SAID WAIO � WRIER WATER OWL 4..MOI1 DEOWO IIESE WINS AID RAMS ARE COWDDUOAL NO PROPRETARY MAIEIUtEL ME CWDnS W INS DRAIM PACNAW IONUN CO FDD10AL MDAW FINEElED NFO NAWL ANY UYWHODED USE, aXgM vcneo.- O MT MNM OF I N3 PAOAO ANY OF 71E C NIENIS DOHAtm TCETWX IS STRICTLY FYd*WM 0Y AACOM N HOER AID MAY S U IAWIJL MEd HAM ALS ARE FRONDED 10 TIE USaENR FOR WCO M PURPOSES ONLY AND SHALL NOT S SANER, COPED. OR UDIE RVICIE RFPIMICED AD/OR OMM TURD MN OTHERS FOR ANY ROSE WEHDUi OSIERS MSIIDN AEHMRAMON FROM AAOOMM HOES MIS OTAWNO PAC■AVi AND ALL OS CDIENHS An 11E 0ONLUSE- PROPERTY OF . WMM H06 ALL WQ HS REWRYEA O PIRIVIT MAS OSHFARWALI tow A: 72.53 PSF DESIGN SECS: I Q B - 19.24 PSF �uuu -i 2 9 c - 48.42 PSF D - 10.62 PSF . . 15 _ ORIF ®M STEAM VAUE. WD:IUIWINO FUM 4BLIN P� O IDESOROF-IRVAWC 0 IROM GVERIG FORM 4130 LES t �S. .. ,' . O CESM Sw. VAIUNN O am... VALVE•'.'. •, + . 'OVERTubm FORCE: M7s Lrs OVEfflUM aO FORM +�wo • � ,• V O497�RF 1ESM STEM VAILLN O DESION S1EAR'VALT1E ' ; =lPLF e� 6 8Q2 OWUrFUM gFORD: OYERTAMG FINKS. r.�0 a■ + �'� . . O DE9M 910 VALUE 2H.19 PIF O CESO: SHEAR VALUE.-1 OVFRRNOOq FORM: .....ec OAERIIRSDNG FOiO=:- mm DESIGN SPUWWAVONS. eft, 1. MEAN ROOF HEIGHT 0AN1). 30 FEET NA7DUUIU- . 2. FLOOR IN6 LOAD: 40 PSF 3. ROOF LIV9 LOAD: . . 20 P5F 4. BASIC WEND SPEED, 180 MPH - Wlt (IIIWne:s) . L VAND IA@ORU:NCE FACFOR. h• - 1.0 RI■k Col psry E i wsm mmmu E CAUGORY. D 7. WERNAL PRESSURE COEFFICIENT: C41 - EL1E (SWom.4 NOL DESON no PIES' (VaSd) C L C LOADS: ALLOW. STRESS OEM E DESIGN WIND PRESSURES FOR WMPONQdMS AND CLADDING (PSF): PR a ROOF COWOR M L GADDING LOAD: Ns . T2 33.47 PSF 53.09 PSF zoN A a . 33.47 PSF -73L73 PSF t ROOF OVERNMO. -2- ZONE S o -10L23 PSF -161.27 PSF PW . WALL COAIPONEM AND CLADDING LOAD: WALL / SIDING, ZONE 4 = ZONES e 5807 PSF 5LO7 PSF -6295 PSF -77.59 PSF AWFRS LOADS: 9. DESIGN WIND PRESSURES FOR THE NAM WIND FORCE RESISIM SYSTEMS (FAWERS) - SHFARWALL4: A = 7253 PSF (END ZONE OF WAIL) S e 19. 2E PSF (END ZONE W ROOF) C o 4&42 PSF (INT. ZONE OF WAIL) D. 10.62 PSF (INT. ZW OF ROOF STATE, STATE OF FLORIDA wRNw, � ZOOS FRC 9 - ,... I ' ssa �a 2011 NEC MECHANICAL, yl 2014 FRCS QRDAlsNo, `� 2014 FRC ENFiGY, W�P ��F�� 2014 FRC _ N AREA RESERVED FOR LISTING AGENCY APPROVAL SrAWS: • 0 8-25-15 ti`�' No :0 SO iwr z Ed �y . PW OP-21M FI_WN Q4 _ m J ],a /FCInt7 mom wAW Al"mic FR Pyy KTI� ; Ne... ti■a I1,1T Aw 1_L■Wt ■Ra M T�E�A wts aA.■■�rv■or CgRTER tl' :a�-dF waalm CONEER W/ 2D14 RAtDA RFS DO IY � $Qtl i Rai I A: 22020 COUNT ROAD 10, SUITE GOLWN, IN 4dD■ 194) a 315 O 5 H REVISIONS lAl BY DALE IA DRAM G YYDCE Clacm: lLT./NLT. DATE: 8/4/2m5 SCALEi 3/Ir - 1'-0' SNEEfi 12 OF 16 MCI Eap• D DWST 180 MPH MODELS Yao-9110 NPVDOE (D=5. . AACCOS N LOOTS SAFETY HADAL FLORIDA. ALL DOHS RESERVED. WARNING: INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXDiFNELY DANGEROUS ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT 70 INSTALL A NODULAR S7RUCNRE/BIRDING. IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SEROUS DWRY OR DEATH. N ADDITION TD THE DANGER TO PERSONNEL. SPROPER DBTALEATION COULD RESULT N 017ENSIVE DAMAGE TO THE BUIU NG/STRUCTUIRE NEVER ATTEMPT INSTALLATION IF YOU ARE NOT�QyUNIFED'W DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. �gaf"M.V ill®„: NODULAR BUILONGS/SIRULT'URFS CAN WEIGH SEVERAL TONS IT IS VERY IMPORTANT THAT ALL PEIBDNIM. ON TIME JOB SITE, E QUALIFIED AID PROPERLY/MEDUUAID.Y TRMJED. A CERTIFIED BUILDING CONTRACTOR IS REOURED TO BE RESPONSIBLE FOR ALL SAFETY NITIATIVFS. PROGRAMS, POLJ= OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR DIM LDCAL STATE, AND/OR FEDERAL CODES AND/OR REQIJIR01 NTS THE CONTRACTOR SHOIM NSUIE/0WM THAT SAFE AND PROPER 7"NIQUES ARE USED. z 1 � OO O LOLL m ANAO x ruMxo�/paxaT NSNN x rMNI Nrr IrNw n r T40 Naslm msN mrTlo ven WslO 4N;140 rr EAHIf lr 1//r NN� NmLL •.moos 1Mr sf aio. NNl MrN41r NN s MIND Nita aNl NMLL r DYY N Marls d0 m • N ArA) x INNI NINrL 14AW N9R•lA>rA / RT: ON, ME OANM IRONV6�IYE rFa�d Nate! 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HN= 7MM WTAL 01W an a NGF)NOD OO soda" S0N p1l SOLE: 1/40 = 11-0'A M2WNxNlr rLT lMNr nrra v0ua 110sITSLa aNINO —' m 4N t m M DO IOIIrOII I•N AIM/N xasl —� �nsrxllar 1paxlsWl QAN TN NNNr w uNr n r TO vmaCswssln+>L121ON miTN�slslw� � � p O■- as�ra�l�an•t ad NNADYN •TV m•NrNQ rl � _� w Oa ri �laJd �NL iN Nr d •LL w uAasr lawmmm TIOIN r s m mNNs TORT MiNrE WASIK ITANrNNmIN LrrR11NNNLL AlAfr m w1o:A7o• m+'/"1S`Q/SWIOMf rIOMIV m Era: rNaN w mM R I t/r MA1NN IS ®a oxNorNn � srA®xNV Nara NIaLN NAAC Shard AMrRN NN- 'LlmNIaNYa r ®rq, Omnoes MAIM LI EM CNBEC7 mKs) - FLOOR / MALLS ibN SCALE: N.T.S. DESIGNED WITH OF LUMER SFIMWALL DESIGN SPECIFICATIONS MNMN am SEMI Mt1E DILL) APAADCO RAIM MEOW Sol" FASIDEM 114E SEINRG FASTOM MON GML) SIODOM FASTODI HAM M PAOM (m® OLY - OR S) WL W ■VL MW.70 RODE E OWL 70 anD FASDFR FASIOD WAOG M73 RF 207M GE OE OLY O K SURE L75 N L K O WL M13rd IX WL Lm M. aA WL 2M RF SNEXTIM GE WE DO M SA s0A8 t70 M. 4IL DA MAL 113ra Ix WL trot M. OA MAX 3" NF SHUMED of SE OLY III K SURE 1.25 a 3 N ILL WL atral I/1 WL 4219IN OA MAL 4MM HF Sam NE SE OILY G K SORE LM N. IN. CA MUL - SE METE I Lzra l/r WL 357 N. CA WL may NF 1EA71ED DE WE OILY m K SURE L75 N L N OA WL anno I/P WL 7d5 IL OA WL 2MM PF SDAMD DE 3E OILY Z K smm L73 N. 4 N. OA WL ama ItT WL &M K OA MAL 407M R► 2FAMD DE SE ONLY 15 K SURE LM N. 3 a OA WL a13YC I/Y MAL 3775 M. OA LAX man RF surdm DE SE OLT TS K SWLE Im RL 2 K OA MAX - UM MEE 1 Lam Itr RAL 2m K CA MAY. 2834 FIF M0110 ME SE OILY 14 K SUNS L75 N. L N. Oa MAL Lord I/r WL L445 N. OA WL 3OL14IV 2UTM DE g ONLY S4 K 3DAIE L73 K 4 K GA MAL Q13fd 1/! MAL 43m K QA WL 4MMl RF lEAAEL DE = OLT 14 K sUWE In N. 3 N GA MM 0'am I/1 WL 3m K as MAX MMMI RF 207HM GE TEE OLT 14 K sURE L75 FL 2 N. as WL - SE OIE 1 aART 1/r WL LSD N DA WL =74 RF 20MD DE WE CNY aim MAL . L05 K / N GA MAX a,315o 11r WL LIM N aA MAL 4RU RF mum GE = GLY (LIM NAL Lsa K 4 K aL WL amYa11/t WL 3.42 N. aA WX . 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WNMILL 0 GE 15 ROMEa MOORED FASD]MA DLL • Mumme DI WALL a OT M=0 TD E ODIDLI A AD= w anima N cm to MNL WL 70 RDA 0R WML m mK Ism • atm MD3 O Wr WAS MAY N MSO711100 OI 7/Ir SURFS (h K N O K) POI FASEIMi MEADEC D MMMi a A ON: TO ONE EASE E AS PEOED N 7E NPIN ED COMIMICOON WMIIAL N FANDO MAMDR D MEETWAML4 • SEAOMIO FASMING - ALL REID FMMOM FOR PDCED MM NFM MM 00 ARE r aA WMMM ?ACC (ALL FASMIE2 1110), • I== !ACC URED N 7E TANS SIULL BE COLSOFIED M AM 7AE VAC L FASDIUM MAY E® T IM PACq AS I= AL TIE AVOAE TNON FAUI ALL FMUNIEM a EAU& 10 a LM LM ME WHIN :AOM AMU)= (TRIO 10 MGMC A DIMI CULL FASMB* • ALL )IF MUM MINIM ARE MOM • VM O VADI RRDI F>MHiDL I NMI S I==141M11 M MID WWIMC NLNIB S 1 IN MOM GINUMBE ONO N ME EASE (WL FMIOMM GLVj IL UME VAIM WY E MMIPMA&A 1L ALL Y+WD N THE TAME ARE Ktm ON W NA Ot IECO RAZED S LIMING - WAVE MUM 100E3313 MY E SI)2930NEA IL TAME VAU113 M031M 010R FOR SPF AND U R H !R 14. TAME VAUM3 AM WIND 01 NF U MR1(WL FEAIMM) NnsNl rns N wroo<xd TIP. 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AREA RESERVED FOR LWMG AGENCY.APPROVAL STAMPS: PRO 0 8-25-15 L NO Z W a® � Utz? � F Auw,oa >o lef r-va� IRO f Qom. �� ruNlo, oA 0p-2M4arloe r+ ILul�rt 4xwm�m�a�m �yF,P Py5G4 Rr4Nwr rU aae=•a 1N N�CI Nr �n x nTaN NnAara o NNr r TERB • • A R t` Fax v imnllirr�s•1 x COMPLIES W/ 2014 FLORIDA RM COW. A I Tama COUNTY WM U, WM A 00"N. IN 460E Id4R 43 is I Q a REVISIONS Q BY DATE DRAWN: -114 C. MttRICE cmcm: DATE: 8/4/2015 SCALE: 3/1M' - 1--e SHEET: 11 OF 16 WEC: Evoom D DWS: fro MPH MODEL: MOD-RmD THM DETALS MC RNa AIM CO RODMAL AND PFMW MY MAIMALS THE CWM Or INS IMASN PAEAE COWAN CONFEENIML AOAEM PMVL® INFO MM MY UMAITDKF= USE CIPIML I)MCOMME OM Dl6I1WRION OF 1112 FAOUT a ANY OF M OMM OORAW 7HDROL O 3nMY RtDIQED MV il=M MONO AO MAY E DAAW- L THM MAIINALS AM PROVIDED 70 I E WNW FOR PE7i1C PU PO= OLY AND SHALL NOT E SUMO. DOPED. OR ORORMM IHPRODHCED AND/OR DMOMINED 70 MM FOR MY 83805E 1E0I0UT STRESS WITEN AUTNOIZAMON FROM .MIOOSSEN NNEL DB DRMNN PATXAE AND ALL ITS COMI071S ARE ME EXCI""- PPOPFR:Y OF JAC064N DIES ALL WITS RESERW . CCPY'SGHT MNa 0OPVMaR Q 2015 . JACORSENN HOES SNEYY RARIOL FIIIOA ALL RaRS RE'SIIKL tuw.r maq 1DWIme arRr MAN oAIKtDt anIYRISIM TV CIA _ E ' � �� ri 7RwtsEtl owr ® A"MMM MAY aBWAM 111wm M WAIL M 1!H or 11M aaWo AS WIOWL 1eD1a anFw lmaea MICR ANIC,AL NOTES: MECHANICAL NODS: I. ALL AIR SUPPLY REG19MM ARE ADJUSTABLE, EXCEPT WHERE OTHERWISE (CONMUE0): �$z 941/1110 ON THE PLANS NIFRIOR DOERS SHALL BE uNDERWT 7' ABOUE THEE FlNSED FLGOR FOR CC1a a ALLL Due AND DUCT SYs1EMHAV S AIR RESNE7111N. TIONS RLRIROCM VENT FANS SI Z PROVDE BO CFM S ALL DUCTS AND DUCT SYSTEM CM 4 I of VHIT AMOI. OOMIURCIAL APPLICATIONS RESIROOM VENT FANS BULL PROVIDE 75 CFM OF THE KISM SHALL HAVE A WIN BY THE FL ENERGY OWL IL 1N1tr OF VEmATKX BATH VENT FANS SHALL E DUCTED TO THE EXTERIOR OF TIE: BUILDING. m ALL HVAC OOMPONEIM RWALLIS LICENSED HVAC CONTRACTOR, a HVAC EQUIPMENT SHALL BE EQUIPPED WITH W79DE FRESH AIR INTAWS) PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER 11. ANY AIR HANDLER // RETURN AN C r CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS IS REQUIRED TO E INSTALLED ON-9TF, BY OTHERS AM SEALED N ACCORDANCE MATE �� IS. SOME BU UMOS MAY REWIRE DI _ �L A SERVICE RECEPTACLE SHALL 13E INSTALLED WITHIN 25' W THE HVAC CO PLEIm'ACROSS TE MATING U AXIS REiPONEBUTY OF THE NSTALLAT Ea1DIP�ENr�R1_ TMs HREav REcfrTA Is REQUIRED TD H NsrAu ED M_aRlt_IS COMPLETE B(M THE 0 • • A MANUAL J AND A MANUAL 5 FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED "I ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE, BY OTHERS] ONINTS INSTALLED N TIRE A= AREA NIMUM R-VALUE OF R-8.0. MENTS INSTALLED ON THE EXTERIOR UM R-VALUE OF R-LO OR AS ALLOWED ON -SITE, SHALL BE INSTALLED BY A I& OPT. FACTORY BUILT FiREPLACfS INSTALLED N ACCORDANCE W/ FMC. 14 OPT. FACTORY BUILT FIREPLACES SHALL (DIPLY MI7H Nr127. 0 LaSalleftstol ON -FRAME Wx8] Manufacturing .Engineered System Using N Overhead Graduated Flex GREEN Ducts w/ Ceiling Diffusers for Up -Flow Split A/C "VAC �AYOLUiff WNW 50L10 FUEL BURNING FlOca erF• WHEN INSTALLED, FIREPLACE SHALL COMPLY WITH UL-127 MINIMUM REQUIlit6p EQUIPMENT SPECS: ❑❑❑❑ ALL CLIMATE ZONES: ❑❑■❑ 1. WROOMMURE TICRUDSTAT IS MEGRIM 70 1E HSTAOFS s REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED W17HN THIS APPROVED DRAWING PAOCAGE FOR MINIMUM SPECIFICATIONS IN ALL ❑ FAILU E Mww EntlHEAT rFEDM OLIN HEQUIP LE3 1 FARE 70 I6TALL HEATING OR OOCIUNC EQIRPMEIdT THAT PRODUCES THE TOTAL DEN N CFM FOR THIS MELDING (DER TO APPLICATION' r ENGDMERI LG FOR HEATING AND COOLING AND/OR THE R MA ENERGY. 1� . CALCULATIONS - ATTACHMENTS) MAY RESULT N AN UI®ALANCED DUCT SYSTEM. A MMAL J FOWL IS EiMM TO E COMPLETED BYA LICENSE) ' �: HVAC CONTRACTOR ONCE THE BLLDNO Is INSTALLED ON -SITE TO INSURE I". THAT THE AC/HEM LNG EGUPMFM IS PROPERLY - CTMs IS BE$LI M �, '� AND IS ON -SITE', BY OTHERS - NOT JACOBSE7N HOMES} •* ` Ns • • �� ` :.• `Q�I q1 382 kl- R4- llt111111�)" . IN, �i % P. 31030 00IINIT lOAD n, —AooAWW a tr•).waale AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: .-s 8-25-15 No N �a F Saar ` .mum.• aF� -.SOL- � all� W worm �� rux,o. mow_ 4 1�r a�-!IM ttltlal t101PiI S W/ 2014 FUMA IFS Cam, REVISIONS Q BY DATE DRAWN: G YYWCE CKOED: M LALT. DATER 8/4/2My seAlE: 3A r _ 1.. D• SHEEG ® 1 OF �� WEC: Fxpa D OWS: MODEL: 1111) MPH MOD-WWO WIN DUALS AND HAILS AIM GAFmmAL AND PIT-IETANY MAIDWALL RE CONIODW W DIS MAVIO PAM E C011AH WFIDDIM MOM WWnEJm IFa =L ANY 1AIA SIODW IOC CW VM SMAI OE, Ot DWISID 1 W IRIS PAWAF a ANV OF INS DOINAis OOQAEWa WEN O SWWDLLT P EM= BY ,Lmm1o1 NOES AND MAY BE IWWANIAL 71ILTE NAIEIWAIS CIE HOOD) 10 TIE IE»PCR FORWORM R1101018 DILY AND 9LA L NOr me aMWM cisM4 0 aDEIIW1M W1101 MED ANDA R A nw= TO aOEM Ent ANY RMPM VOMIT DF7® UFM MMM W A= FROM .00t6i11 HOES 100 DMW1D PACKA0: AID ALL OS 001MM ARE TV D6UMVE PRffENTY DF AADm=AI HIM ALL RODS I®t1EA 0WMNNY Dq cmwir © =a . JACESEN NM e$ WAFUT HAMM FLOW & ALL IWm Minim LEGEND V LINE WATER SUPPLY HASEO ON 40 TO 49 PSI AX OEVELOPM LEND-M = GO FEET ( 7r X 1/r 5 K 141� X 3/4 _ M/ G.' LINE 5HOWER �► 74X1r �+2 X31 WC • X1/rx LAV 26' X 3/4 r C �57V::Xlj/f��• X 3/4Gq AKg1VER 3 LAV X �i � ��F2 X 3/4 1672 X 3/4 x 137V X 3/4 x3 'z1/r 2rX1/r I3z� Q g f If X 1X 1/f SHOWER 1IUET WE ' 0 WASHER LOCATION TO BE OEIERIVUNEO R M • e B q 11 � wit It Was lit z 1/7)f X 11r i IHJI SINK 2Q�' 2' . TCH 69'X1 � SHOWER OW 6'X1/r iS6I glob LAVx �I3s�� g �;Noj I- 17E0550VE�_ Tb�� 6l6 i ININ Q LAV N oB 157V X 3/4 1� 130X 3/4 POTABLE WATER SUPPLY SYSTEM NOTES: mmT imspEcria s ^mn TESTING i5 REwn 1. WATER SUPPLY PIPING SHALL BE TYPE 'L COPPER, CPVC, CROSS LNIOD POLY- IL WATER SUPPLY STUB UPS TO BE IN A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS 1 ERME E OR DEER MMALS APPROVED PER STATE AND/OR LOCAL CODES} WATER HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LIKES 10, ALL SUPPLY 'CROSSOVER' CMAUO LINES) PIPING SHALL BE CONNECTED GN-SLUE, BY DIM= AND SOIL BE SUBJECT TO LOCAL APPROVAL. AFTER THE BUILDING IS INSTALLED ON —SITE (THIS APPLIES TO THE POTABLE S THE WATER HEATER SAL HAVE A SAFETY PAN WITH I NCH MOORTI DRAIN 70 THE WEAIOR OF THE BUILDING (ON-97E. IVY CIRM ). 11. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENI MATERIAL TO A MINIMUM HOFINISHED FLOOR OF 70 INCHES ABOVE ME FINISHFLOOR LEVEL. WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT — DWV SYSTEM). ♦ THE WAIER NEATER TAP RELIEF VALVE SHALL DRAIN TO THE E amm (oN-SEE, IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON-SIM BY ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE L BY Om%7. THERMAL ANsaF DEVICE. 6 REQUIRED Err WATER FFJI7RR NSTNLAnON OTHERS, AND SHALL BE SUBECT TD LOCAL APPROVAL IL WHEN PROVIDED; ALL FDIT ORES FOR SHOWER(S). 1UB(5j AND/OR IUB/SHOWER LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON —SITE CONNECTIONS HAVE INSTRUCTION$ SHALL BE INSTALLED ON -SIZE, BY 07HMS AND SHALL BE SUB,ECT 70 LOCAL APPROVAL COMBINATIOS SHALL BE CONTROLLED BOING Y AN APPROVED MOVALVE WITH A BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL L ALL PLIAMNG FlIOURES SHALL HAVE A SEPARATE SHUTOFF VALVE MAEOIUM OUTLET TEMPERATURE OF 120' F c(4BS'C1 w 1, ALL LAVS SHALL BE CONTROLLEDCONTROLLEDBY AN APPRGWED MmG VALVE COMPLETED IN ACCORDANCE * A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH r WATER KEr TO THE BBADNG (THIS SHALL BE INSTALLED CUR-SM BY OT ERO 14, WER)OR FAUCETS HOSE BIBS OR WAIL HYDRANTS (WATER SUPPLY OUTLETS WITH NOW THREAD') SHALL BE EQUIPPED WITH A VACUUM REAHOR, ISTALIED PER THE INSPECTIONS ON THE SYSTEMS WITH SECTION P2503 OF THE FLORIDA CODE AND SHALL BE SUBJECT 70 LOCAL APPROVAL MANUFACTURES NSTRLICDORS EILT. FAUCETS ARE INSTALLED ON-SIM BY MM , L WATER SUPPLY PIPING BATALLID N ANY WALL REPOSED TO THE EMEi00RW 1S ALL ON -SITE PLUMBING SHALL BE MDIECTED OR NSIAHIID BY A LICENSED SHALL SE LOCATED ON THE HEATED SIDE OF THE D(TERIOR WALL DIS UATON. M PLUMBING CONTRACTOR ALL ON -SITE PLUMBING SHALL BE SUBJECT TO ALL WATER LINES LOCATED IN ANY UNCONDITIONED ED SPACES SHALL BE INSRAWD REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS . VON MNNUM R-L5 NSIATION (ON -SEE. BY OTERSL - JURISDICTION. LOOK! AM RESERVED FOR UMG ,AGENCY /(PPAOVAL STAMPS: pPROVf 0 8-25-15 ° No � 0®� s,ar gym" a � aM1DM OMUmH CAMPULS WI/ 2M4 FIDRDA RES CEDE, ply^%- s a 18 auto O°IINIY t°AD U. sum A a09[N. M A&A IU41 amm 3 REVLSICIm IAI BY IDATE ID DRAWN: C. MYRICE CHIEQM: M.T-ALT. DATE: 5/4/2015 SCALE: -/' = SHEET: 9OF16 WET: Egos" D DWS: ISO MPH MOM MOD-050 or CWWW © 2013 . JAOOLgII HORS SAFELY HARIM FU IM% ALL ONM IEURVEL MIZE METALS AID RAM AK CGMFMMR AM PROPHWTARY MATOSMS THE OUMTENIS 6 TE ORAf PAO = MUM 026MO MI AND/OR M%= WOMU ML AM IMMMMM USE: CNMA OMOMM OR 06 M RION OF M PAMADF = AMY OF TE OONMM ODRNm DEICES M VIMMY PRmEm BY 00mm MM ND WY E tNAWU. MEX W1OW9 ARE P WOM TO TE NOVENT FOR S MWC PJN09 WLY AID SHALL NO W SCAINA COF'ID. Ot OTHRg MP M = AND/W WD11111RD TO WRIM FOR ANY P WCZ WIIDUT O071LSW WMM A n"WAIM FREE JAO®1 N06 THIS ROM PAW= ND ALL RS OONRMIS AM M EXO0 M PIIOPFRIY OF JML M MUM ALL MOMS M=VM COPYDOIR' CUM PLUMBING NO=: 1. THE DRAIN/WASTE/VENT (DWV) SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY. THE FLORIDA PLUMBING CODE. 2 DWV SYSTEMS MAY BE ABS OR PVC PIPING. S TUB AND/OR SHOWN P-TRAP ACCESS IS PROVIDED UNDER HOME. UNLESS OTHERNSE N07M ON THE PLANS (WHEN INSTALLED). 4. THE BUILDING DRAM AND CLEAN -OUTS. WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS. ARE SUBJECT 70 LOCAL JURISDICTION APPROVAL A THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 1 INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING (ON-9TE, BY OTHERS). 0. THE WATER HEATER TRP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR (ON-97E, BY OTHERS). 7. THERMAL EXPANSION DEVICE. IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT 70 LOCAL APPROVAL 0. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES. E A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -SITE, BY OTHERS) AND SHALL BE SUBJECT TO LOCAL APPROVAL to. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION . ALL WA7ER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-L5 INSULATION (ON-STIE BY OTHERS). IT. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE, CPVC OR COPPER 12. WATER SUPPLY STUB UPS TO BE 1/2• t1 ALL SUPPLY-CROSSOVEIr (MATING LINES) PIPDG STALL BE CONNECTED ON-SIM BY ODOM AND STALL BE SUBJECT TO LOCAL APPROVAL IL ALL SHOVER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A' MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVE7.. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL . IS WHEN PROVIDED. ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120' F (48.8"C). m ALL LAVIS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE 17. ALL ON-97E PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. I L r VOIT TND ROOF l (SEE LAIN FOR LOCATM NOT Romm ALL ELAND P. 3" ~ 1)M& IN SCARE: NO I I/Y VENT IDOF an J LIM AM AW TFANO VALVE (mv) at ,DAL W/ r YENT RB rSt. SET Vurt T_r g sCALE: Ctrs VOLT ILIA: DWAHE OF FKW E TRAP FROM VENT SZE aF IRAP momm sOPE maws PER FOM OSTANOE FROM TRAPlF+EO t I/r t/P S-0r t I/L• t/O E-O' r 1/0 E� r IN tr�C 4' t/r tC� TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE ONS—AND_TESTING IS A UVDENSM PLUMBING CONTRACTOR IS REQUIRED TO MAIM ALL CONNECTIONS AFTER THE SUJU NO S INSTALLED ON -SITE (THIS APPUES TD THE WFABLE WATER SUPPLY SYSTEM AND THE DRAIN. WASTE AND VENT - DWV SYSTEM). ALL ON -SITE CONNECTIONS ARE SUBJECT 70 INSPECTION AND RLWE BY THE LOCAL JtRISINORON HAVING AUTHORITY. ONCE ALL OF -SITE CONNECTIONS HAVE BEEN COMPLETED. THE LICENSED PLLIIBINO CONTRACTOR SHALL. PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS N ACCORDANCE WITH SECEON P2503 OF THE FLORIDA CODE LODE I fly tofr im ROW OR LISTED AR AMNRNQ VALVE (MN OR ,ON W/ r VENT 9fOME1t r o Howa pa SCALE: MS I t/r tort TIM ROOF OR LDMD JAN AMNIAJCE VALVE (MY, ,RD , I/1 g SCARE: Nm WATER (EATER PAN SHALL E 24 GA, aALV. SIEL (OR EQUAL) I I/I DEEP MMM AND OF SUEmFT ME AND SIRE TO REEVE ALL INS"105 OR I OWASATE FROM THE WATER HEATER IEPE MTME AND AND DE =MO E FROM THE REEF VALVE OR VALVE4 PRIMI E M REF VALVE THE PAN WALL BE DRAM BY AN I=ECT WASTE PPE NO LIM TW ONE 0) NCH N DALEgD a TE MAMEIM OF DE OUTLET OF RE MIRED FEW VALVED VKHINER 5 LAROFR, NM WATER,PATF7t OUI ETS SHIM ON m71 P WAY BE LOCATED lza�. a mE aF TANK TEMFERATMiE AND PREO RE MU VALVE DRAN MAY EE Dompito D INTO THE Lm M1Q HEAIM SAFETY PAN ``AWL PER FPC mull on DIE DWOM FROM ME REEF VALW(D IS TO E OW NO D KID THE WATER (EATER PAN R SIWL E PPm Hum OF 1E VALVE OUI ET IN TO A PONT NOF MORE THM 710 (2) N06 OR NO T>s TITAN ONE 0) NDH ABOVE THE PAN FIORD,MILL FNL WATER (EATER PAN ffm mm m I• LOYM OVERFLOW m AM OR Mm PAN m +D+Etii NOT t WATER NIET MAY E R MACKI D 7YPM'AL WATER NET ED A MAN SP W VALVE ma WD A VAMN IMU. SILL E IWA = BOB( ARE ON -SUE; 6Y BY OTIM AND SMW TO LOCAL MSPFIIDMN AND ANYDVAL Ak""m offAw SCALE: NtiS r WNr TIW1 ROOF , T/r VENT TND ROW OR LISTED t I/r VENT iiW1 ROOF OR J J AR ADIMRMOE VALVE (AAV) J L USTED AN ADIWANE VALVE (AAVU OR JOIN W/ r VENT r LAW. LAX WA9Nt , ,/r t 1/r r r -� T r TYP. IAV. ONWL 1?8 SCALE: Nlrs 11/r toff TRW ROW OR Tmm JAIR ATN TIANDE VALVE (AAV) m sM I+n �g SCALE: NITS o wAs O �g SCALE: Ntrs qh StOn.O "W ROAD 1 AURA A wDtM �e�A Is41 n 13 AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 0 8-25-15 NO A UI m�e stm .m,vmr _L 6 moon 1 • l��aaiu�rom=•Nnie ..vctur tn�atw� t.Ya FR P5y i�tx:wr � �=�i CARTER gr1 TirrtY.tnx COMPLIES W/ 2014 FLORIDA RES. CODE F DRAWN: C. MYDCE CHICKED: M.T.ALT. DAh: 8/4/ED15 sCR18: 3/t5• -1--e SHEET: �I 3 ®0. %� 16 WEC: Extern D DWS: t80 MPH MODEL: MOD-o5D DETAILS AND PANS AIM OWiEDOML AND PROPIETARY MATEDALS THE 001=13 E 10 ORAWND PACCAE OWAN 0011FDENM1L EDAM KM7EOD NiOMAIOL ANY INA:0NIOIEDD USE OOIMD. 0=03M MR DBRMUNN O' INS PAC A OR ANY OF 1E OMLTE05 OMPANED MOM B STRICTLY POMMM BY JAMSE1 HIMEB AND MAY E OLAWFIL WINE MATEMALS ARE ED TO TE PMC MNF FOR OMMM PUltP643 OILY AND MIALL NOT E SCAM ON 0014M OR 0 HOMME WMDUOD AND/Mt WMWED TO WHOM FM ANY MrOL MMUT WWn WA00,1 AUTHOWAIM N FROM .M00MRN HO EL 71S ORAIDAD PACKAOE AID ALL 05 CONTDIfS AIM OE E1C2LDVE PROPOW Or JAC0 HOLES ALL AWES N®IVES CWV]Mff 3W COPV=HT m 2015 . JACMUM NNWE$ SAFETY WIMML FLOISk ALL MWMS M 3 0MM Ir X 8 TYPICAL VENT. FOUNDATION VD WTCN PER DDEERFD DESM (1mca� sm. MHNDOE aoNo - TIP 6-10T7YP of y . , EIVATON NOTES: '� • a SEE LROSS-SECTION FOR :.� •, „ ROOF VEN1LA110N Apn®N TYPM FDMA71ON J�� FOUNDATION DEM/CCNSIRUCTION ON-91E, BY n0S AND S SUBJECT 10 LOCAL CODES AND NSPECTIONS Still NAIL FCUNDAIXIN SI M - OTHER FOUNDATION TYPES MAY BE M1fD.. JUG l"®N UNAMON NOES: 1. FOUIDAM S INSTALLED ON -SITE. BY OTHERS L ROOF VENIIAIM MAY BE ACOOIPLE ED 7 WOH 11 SOME nns SHOICI MAY BE OPTIMAL AND is Sam TO ALL STATE AND TALL CODES THE USE OF EITHER VENMTED EAVES OR ROOF 14. SOME i1E RS SHOW MAY REDUIE STE AND NSPECDOS. EITHER OF 5 MAY BE USED 1S OI♦-ARCH r IEMSM SHOI706 2 SOLE ITF715 SNONMI MAY BE O1E-91E, BY OTHERS CTHESECMB A70L SEPARAIFIY qt N CpB1A1mEL SEPARATELY Olt THE 16 1FFg ElEVAIIol6 ARE 11'PICAL AR6E RE TYPICAL HOMES SITE nEMS MAY VARY, NOT COVERED BY THESE B. ROOF OVE7ENAP10 (EAVEa 9hS MAY VARY. TYPE& CIMG S AND MAY VARY FROM THE AC APPROVED FLAILS FRONT AND REAR EAVES ARE 1J 1/2' AND WE EAVES OF THE FINAL Si wmm ITEMS SUC 1 WHEN NSTALEDH THE QARAGE FLOOR AND MUM VARY FROM 10' 70 11' NORMAL SCM S ME TYPE, SHunERS, DECORATIVE FOUNDATION ARE ON-91E, BY OTHERS. 10. SARI E7NA W FARS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHML 4. ANY STEPS AND RAILS ARE ON-91EH BY OTHERS. FXIFIDOR OF THE Blum AND 91A1 NOT ELOWIST 17. STEPS AND RAILS ARE ON-STL BY o1 S. IANASrJJWNO TYPICAL ON-9M BY OHM NTO THE ROOF CAVITY OR OTHER CON EA M SPACE. 1S. FNG9iFANG FOR WM MUS. BY ORE] 600 PACKA" CDuffP L AC AND HFAIM TADS ARE INSTALLED NE-SM BY 00Ei5 AND MAY BE RELOCATED FROM 90ML 11. Tt6 WIDNG MAY BE YRRORED MFIHOW ANY RE -APPROVAL OF THESE PANS (MAY BE 'FLIPPED' 10. ALL RELs RELATING TO ACCESSB M DERGNiD AND INSTALLED BY OTHERS 7. UWATION IS TYPICAL ONLY. ON-9E PORTIONS SIDE 70 SDE AND/OR END TO ETD ARE 9s�ECT TD N9:ECTION AND APPI SAFIet1C HaiR$G13, FL3�abi5 MOM W CHANGED OC BY PROVAL IG 12 CONTRACTOROF MGM FOU DA710N VDM AI= 5 -SPIN. BY VIHM 20. uAy BE TWA ED WRH RE APPRO 727 7Z6-1138 RRH N FTNIDA7= PLANS ARE DEMED BY OTHERS. JACGBSN NO= AND ITS THIRD PARTY APPROVAL AmiCAS) ALONG MIDI THE MOEIEYT AND/OR MOM OF THE E/IIDNO PILAFS SHALL NOT BE HELD RE9nILME OR LIABLE FOR THE FOMDA710N DESIGN AND/OI CONSECKA)MAL PERFO ANCE IF THE SINSRSTRUCNAF9 STRWMIRAL COMPONENTS AND SYSTEILS RETATNG 7HERETa F11L *� STE OF PLva oaMD HELOT MWDDE O — -'TOP a TMYGL AREA RESERVED FOR LIS'[MG AGENCY APPROVAL STAMPS: e 8-25-15 No Hn N a HM► lei t4^ ` rw1 xo. '�'�•�• a►� ona:w Arbl COMPLIES W/ 2D14 FLORIDA AM OODL t � N 14 1:me CWMY LOAD IM, SM °°DEw OR 4L I041 M1et90 r DRAWN: C. Mmam QiEC1®: i"ALT. Dom: e/4/2045 SCALE: 3AW - P-0' ISM". —41 I OF 16 WEC: E "a" D DWS: ISO LPN MODES N00-MMo SM DETAAS AHD RARE AM DOirENDAL AND PRWWARY w7DWA THE CONDNIS OF THS OTASD PAODIOE MOM COFDDHDAL AD/OR PIYM= NFODLAMIL ANY OUIIIIMM UW. COPVM D =a . tlF DETWOOR W THIS PAO:AM ON MY OF THE OO nDfAl LSMAFED'DUSK S EDECILY PRCHO D EY APOD®I HOES AID MAY E WAMNL TIES WIDMMS Ni PRC\mED 70 THE REWIDIT FUN SPE'WC RMCI4S OILY AHD MUL FDT IE S.7J N% CDFRA ON 01ESE2 RUNDUCED AHD/OR CISM 7ID 10 UDIERS FOR ANY PIJMW M CM DDT5'EMF:DI AUTHUR ATOM FROM &MOMMMN HOES TIES OINfD PAO410? AND ALL MS CWD]MS ARE 1:E DMS M PMWERIY CF JACOHMINN6_ ALL IMOHS I®Nm, CWVIMW 3= DOPYDOR © =5 . JUGM HW 36 SAFETY HARBOR, RAMk k ALL XGH7S RMOMM iC X U' TYPICAL VENT FTIUMmATION VDITU ION PER DQMFERFD DESMGl1 nv.n ¢mun:nM LW .RO p•tlmFs► � A,I® TYPICAL FOUNDaTION 111���� FTMDIDAIION DESIGN/CONSIRUCIION ON -SITE; BY DIM AND IS MI ECf 1D LOCAL CODES AND NSPEC110 M SIEY WALL I MATION SHOMM - OTHER FOUNDATION TYPES RAY BE MIZ D. iC o"AMON aNN+o wart B 11vrAq 51& MOOW WENAi - TIP a -I TYRGIL Flaw LM lom Aw JAC0039N IMAnON NOUS: 1. FOUNDATION 6 INSTALLED M-SIRE, BY OTHERS & ROOF VENTILATION MAY BE ACCOMPLISHED THROM 1& 501a: IRIS SIM MAY BE OPTIOIILL. AND IS SJUXT TO ALL STATE AND LOCAL CODES THE USE OF OTHER VENTILATED EAVES OR ROOF 14. SWE TIOS M M MAY REM STYE NSTALLAUONL AND DISPECRONS VENTS ELYNER OF TIEg METHODS WY E I15ED 15. SOME RETLS OS BE ON -SITE, BY 2 SOE REIS SNORT MAY � ON -SITE, BY OTHERS SEPARATELY OR N CONHNATidI COMBINATION. TI RE 1& THESE FLEVA7101S ARE lYRG1L ARCilECR1RAL ORAL Homos SITE LIEWS WY VARY, NOT COVERED BY MESE 9. ROOF OVERHUNG (SAVE) SITES MAY VARY. TYPICAL DESIGNS AND WY VARY FROM THE ACTUAL ELEVATION A APPROVED PLANS FRONT AND REAR EAVES AIM 13 It/T AND SIDE EAVES OF THE FINAL STRUCTURE. TIM SUCH AS SUNG TYPE, WHEN INSTALLED. THE GARAGE FLOOR AND REWO FOUNDATION ARE ON-91E, BY OTHERS - VARY FROM Ir TO IL• NOYNAL 9ffiS t& BATH DGIAUST FANS SHALL BE VOTED 70 THE SHINGLE TYPE, 9RMERS6 DECORATIVE 11E11S, ETC.- MAY VARY FROM THESE EREVATIOS SHMA 4. ANY STEPS AND RAILS ARE ON -SITE BY OTHERS DaMOR W THE EIUlIMC AND SHALL NOT DRUM 17. STEPS AND RALS ARE ON -SIRE, BY OTHERS 5. LANDSCAPING TYPICAL. ON -SIZE, BY OTTERS INTO THE ROOF CAVITY OR OTTER CONCEALED SPACE, 1& ENGREIIOO FOR SITE r1F A BY OTTERS 600 PACKARD COURT, & AC AND HEA7NO UNITS ARE INSTALLED OU-STYE, iL THIS BIADaC MAY BE WMM WTNCUT ANY 19. ALL TYOS RELATNG TO ACCESSMIIY ON THE SITE ARE BY OTHERS AND MAY E RElOCAIED FROM 910WN. RE -APPROVAL E 1FIEg PLATS (MAY E TIPPED• DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSTN) AI SAMff HIAMOR, FL 34695 7 OF ELEVATION MaERIOR MAY CHANGED BY THE BUILDING M FOUNDATION VENTS SAARE TYPICAL 0 END TO Ly. ALL ARE SUBJECT TO INSPECTION JIMC110N HAVING AUTHON Y� SAL BY 7HE LOL CONTRACTOR. SUBJECT 70 LOCAL APPROVAL FOMA71ON VIZI ATION 5 ON -STYE, BY OTH ES 2a WBE WHO Y RED WTIHOUT RE -APPROVAL OF PLANS %.�i7%'ZFL•I i.38 NOW FMWA71ON PLANS ARE DE9GNED BY OTTERS JACOBSE'H HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WIN THE ARQrW AND/OR MOM OF THE BUNDNG PLANS SHALL NOT BE HELD D RESPONSIBLE SIBLE OR LIABLE FOR THE FOUNDATION DEMM AND/OR Cb6ElOtUTIAL PFRFOWANCE OF THE SUPOWIRUCRIRES STMICIURAL CONPOFNIS AND SYSTEMS MATING TrMMM rW� Koff OYpicW 01 STD. RDOW OP " - 1W 8-1 7YPNAL _ _ RDORLEVH. 0. - AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PPPRt7VF� • m®.d . mom 8-25-15 • NO ro O . OOWIES W/ 2O4 FLORIDA REM CODE rA FIRP � z _ =020 fOUNrt ROAD Il. aV W A 0 N. �641J IMI.50-05:5 REVLSICNS BY DATE r_" ID DRAWN: r. COCKED: M-T./N.T. DATE: 5/4/7015 SCALEs 3/f0' - 1'-If SHEET: 6OF16 WEC: E1gtR D DINS: MODEL: laD MPH MOD-950 I EZ WMW AND RN6 ARE COFMMAL AND HMOPMARY MA717•ALL IW OarMM OF TES CRAIAMC P=AGE COMTAM CCIFDOTLLL MM/W PI•VAEM MFW MML MY WAURDI M Mr. =-V M. MMMM M oSTm MDN OF 4B PAWAr OR AMY W 7HE OWMM MOAM M DUMK B WT•CLY PRMMM BY &== MMIM ND WAY W LAMM& T IM MAMMA AN PROVIDED 70 THE MOM FOR SPEOTC PURPOSES OILY AND SWILL NOT E SAMWD. OOPIM OR GGORMM RIPRODUM AND/OR DISTRIBUTED TO OTpS FUN ANY PURPOSE WDLOHrt I]WIHSS WWIIEN MANaDAM FROM aMBSEN NOES THIS GRAMM. PAOIADE AID ALL rIS CO TIMS ARE THE M"SIJE PROPIREIY OF MMBSEW MM ALL WITS RESRVED. COPTWa1T M, CW:IDart Q TDIS . AAMRMI HME16 DAFM HMDOEL FLOIDA ALL MMM RMMVEX ELECTRICAL SYMBOLS LEGEND ELECTRICAL C@CUR SCHEDULE f� mm� / .+.WAR HMD I REM MD MUD Mttr. Ir A GUAM ON alter /� IMWMw CMMVMat-�M A TOLL atOelM IOVramNn Mn ABulmlo �u 00a sMQ/000aaa tttsOsa ta6O tt Rm � or QS f[ ww# �� S �t� Ott QO ` G TILL LAIR ntoL if MIM MO! MmJ rOM tV fNAmr OQIw am IMWtOtIQ NawIftM °MOT° ttM10 AWE tO taNa NM, w � t® t0 A7001 fiALAtwtVltN O iD-A N a VM NEUM O t" ■ NNWD-amrttDTIM: M M ® as flMltOL OR WIla MR OAL AtAtAtOf O a -I f a IRIW ttt O 0.2 a MMD - mff j r M IA p OL IA�M�O Y I" a � � MM f0 - O i" a �10 - a0II OP uOD M M LIDO rxMtMQ ANN a ttotu as a — tAttOr M n/!1 q @O a grmwor LAO®r00. ��® 10 rA6 w OwMNON110'Ot FAt OimNotitMTXoatoMONM O ,.1N P m�(.wp�tpt��W=m 4 awL Ata1AQ - Af Mu O ad 14 MOt (W�a -1@tM A-N tsa N istlM ILAff OtWIMIMMMJ N - f 1Ea ONwwt IWWM l 4MM ItOOK-AO ►ART N-to IRE.! f CIO-E�IMMPIM7 M M ! AID-aO►IOfI� M M 004111OOt-Mt pal N-a /N f OCiOYAt 40 W S IOOIO-afOt10f1� M M OQAOII°xaO�O[OAT �'�uw �� M>ia�atr.nawts ! ®NL IIOos-MO ►ART N-a Md T7 Q4 OOMO a N4 a tOttllO-OO►011OD M M MMAG� —�1r IOC 1pQ�0�011®O! T50 AMP 4aAlo or♦t N4>A tA1�-Ifmil ■NY.Tm AO0:01 AO M.11Pn1L n. MOOIL AVIDLY VAIM iENMA01. t t ■p MttAEWIOQt� 0•IOIdO0P1Otl rowry RNN-O MO M ff��ll/�-NO VELD N-f Nd f OL mm �QA. a M-0 ■ MIM-G O !WrMD M M s EmM-�aOrm M M M L40M(tMOMM"KID O taE N swtlM-attmrMM tw M M Oa+WJ OA1��0-� a O ® ELECdtICJiLRISER DIAGRAM s� au n Fad ttt ® OOneD m Aoatom' o.Ar 1® o.Ar fOs a MM-Innmrtw M M r uwr(matsOn" m ,.a s tt�tt�-mrwrtw M M ,. 1. ALL EXTERIOR DEVICES MALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR SOME ITEMS SHOWN MAY BE OPTIONAL. CHECK WITH YOUR SALES REP. FOR SPECIFICS =. � TOTAL NUMBER OF CIRCUITS USED 1 WEATHER RESISTANT COVER(S) — INCLUDING ALL EXT. RECEPTACLES do LIGHT FIXTURES. ALL TV PHONE, AM AFAN PREPS AM OPUCKAL =. ; 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE TOTAL ,NUMBER OF STD. BREAKER SLATS USED OW NaLIDINo MA OR P1oor I1Nx IMEAaW91 LISTED FOR SUCH USE AND SHALL BE LABELED 'WR' (WEATHER RESISTANT). r mmm�xm�ma9`� m ono�sG ,ov �R�,�® JACOBSEW MUMS XtTtDI Mrp-2194M9BD• F° ..,.w.,s.e,o..J� 094 r M W4I REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALLLEXTFRIOt DEVICES SHALL BE INSTALLED WIM A LISTED WEATIHER PROOF AND/OR WEATHER RESISTANT COVER(S) - INCLUDING ALL DR. RECEPTACLES ! LIGHT FD(MES Lwal(l 2 ALL RECEPTACLES INSTALLED ON THE D(TEi IOR OF THE DWELLING U19T SHALL BE Lnii m FOR SUCH USE AND SHALL BE LABELED 'WR' (WEATHER RESISTANT). HVAC ELECTRICAL INFORMATION / GENERAL NOTES: 1. A BRIDLE RECPTAOE BULL TE INSTALLED W num 2S OF THE HVAC ECIPIR7T ((MT). THIS REt]LRED RECEPTACLE SHALL LE INSTALLED GN-SITE, BY OTHERS (BY A CR1DtD L000 ElEIMCAL CONTRACTOR} 2 HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE OSCOBECLS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED 'OFF' POS17ION - AND DISOOMECiS ALL a' THE UNtROUDFD TIHAT 6 PART OF TIHE HVAC EDaUPYENT CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE �Lwa WHEN MORE THIN ONE STILE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL, DWELLING UNIT THE OTER OSCOIECTNQ MEANS ARE ALSO PROVIDED BY A READILY ACC ME CIRCUIT /� SMOIC= ALARMS SHALL BE IWALLED N THE FOLLOWING LOCATNON(S). �5, ARAFM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACmATE ALL OF THE AL ARMS IN INDIVIDUAL UNIT. REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: BREAKER. THIS BEQUNED DISCONNECT SHALL BE IN ON -SITE, BY OTHERS s CRTEIED ELECTRICAL cOMmAcroR SHALL VERIFY THE ELECTRICAL LOAD cxauTDNS 1. IN EACH SLEEPING ROOM. /vT!!J AFTER THE HEATING Mt G A -CC DrMN 0 SYSTEMS HAVE BEEN NID � STIWY Orr R4 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN TIE I MFDIAIE VICINITY OF THE BEDROOMS. LiIpO ALL SMOHE &ARMS SHALL BELISTED AND INSTALLED IN ACCORDANCE WITH IM PROVISOS OF TIE FDIC AND 7HE HOUSNOLD FOE WARNING EOU:PIENT PROVISIONS OF NFPA 72 1. FOR A OEfNMLY DWBLNG AND FJICN UNIT OF A 7 *ANLV DtELM THAT 19 AT GRADE L0113. AT LEAST OE EOPTAOE WINED AD®a AT GRADE LEVEL AM NOr MORE 7NAN 4. THE HVAC UNIT t REM ELM IS SUPPLIED ! INSTALLEDON-= BY OT ERS THE SOING AND INSTALLATION OF 7E MAN BREAKER FOR THE HVAC SYSTEM, AS WELL AS ANY IElIUIED 3. ON EACH ADOBDHAL STORY OF THE DWELLING. INCLUDING BASEMENTS BUT NOT INCLUDING CRAML SPACES AND RE REOEAED SMOE ALARMS MULL RECEIVE LEER PRIMARY POWER FROM THE BOLDING WIR NG WHEN N SUCH WIRING / 1/2 IMF ABOVE DUDE NHAIL BE IWAILED ON THE MET AM THE SACRE OrTIE 0112 NL B ERGED Y/QIECX DISCONNECT. SHALL IE COMPLETED BY A QUALiIA FLMA LICENSED, UNINHABITABLE ATTICS IN DWELLINGS ON DWELLING UNITS WFM SPLIT LEVELS AND WIOR 7NlL1T WERVEND0 DO ANER FM M SERVED FROM A COEROAL SOURCE. OD WEEK PRIMARY POWER LS WERRUPLED. SHALL RECEIVE POWFROM F THIS UNIT IS TO E INSTALLED N AN ElEVA7EO CO OMDON, ANY REQUIRED EKED= ERE MRICAL OMnRACM R Ala o SHJDOT TO NSiC ION AM APPROVAL BY UE LOCAL AIRSDICDOI BERM THE ADJACENT LEVELS A MMOE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE A BATTERY. WIRING SHALL E PERMANENT AND MA7HONT A DIS009ECIN0 SWTNCH 07MER THAN THOSE MEWQR M OMOM (AT GRADE LEVEL) SAL E INSTALLED ON -SUE, BY OHM HAVING AUMMIY. T16 F1E=RCAL CONLRACIM MULL ALSO VDiY PROPER PANEL Aa REAM ADJACENT LATER LEVEL PROVIDED THAT THE LOER LEVEL. IS LESS THAN ONE FULL SIDRY BELOW THE UPPER FOR OVER CURRENT PROTECHON SaW AND NMTALAl101 E HERE ENTIRE BfDMN4 BEFCIE ANY POWER D MIRED 7D TIRE MAN LEVEL - a EC13nY PAIL O1 ANY PGRIM W THE MXJM ELECiR1M MOM: 1. A LICENSED ELECIRICAL. CONTRACTOR (LICENSED / CERTIFIED N THE STATE OF ROMDA) L LIGHTING OUTLETS REOIGM AT LEAST ONE WALL GLITCH -CONTROLLED LIGHTING OUTLET 1S CEILING FINS SHALL E INSTALLED SO THAT THE BOTTOM W THE BLADES nl THE FINISHED MULL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SHE SHALL E INSTALLED N EVERY HABITABLE ROOM AND BATHROOL FLOOR LEVEL ILL E 90 NCtS MINIMAL CFLMNG FANS HAVE BEEN INCLUDED N THE ET.EG CONNE07KM ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL 7. ALL RECEPTACLE OJ11EE3 UWA70 WIIHWI SIDE FEET C A SEEN OR BASIN SHALL E BLlpPED WIHI LOAD CAGE N EVERY ROOK IUENIFOE 7HEY CAN E INSTALLED WITHOUT ANY PLAN REAPPROVAL 2 DNNMMM -ALL ao-VON: ow WA ts- Aa w A ME EtAtN LIMED MnLnM an[a N AL mNt00B OM FROIECIION FOR PERM ALL RECEPTACLE OUTLETS SERVING OONIIERICP' LOCATED 14. SM C E36 RWTACIA AND / OR ODM FODURE5 MAY BE L910GIED FROM THE AREA SHOWN ON UM I MS OMS FAMLY MOaMS CMM K4UX MEMO N=M • ONAN AWI GAL E PWOMCim IF N THE XnCHE N SHALL E EQUIPPED WIDI 00 PROTECTION FOR PERSONNEL THESE APPROVED RAMS / DETALS DIE 70 OO SIRUCIICM RESIRANNL ALL LOCAMOS MULL AM N104 LT OOa NEAN OMt, OMMMAI M TWE LIMED 10 PROM NMM=M Or WE MOM CWn 6 ALL RECEPTACLE CURETS NSULLED ON THE E70ERMOR OF TIE BIDING SHALL BE EQUIPPED COMPLY WITH APPLICABLE =RCS OF THE NATMnEs crt., .• AM a ALL sim ALARMS SHALL E NNQtCOIww SO THAT THE ACTIVATON O ANY ONE ALARM UM A WEATHER PROOF (MP) ENOASIE (COVER). THE NREOtDY d: WHICH IS NOT EFFECDD 1S FOR 'QN-FRW MODULAR PLANS TIE MAN ELEMMM PANEL MULL ALSO E BMW TO THE IHL CAUSE MRLTA►EOUS ACTIVA7I0N OF ALL DIM MOM ALARMS ALL WINE AWES WHEN AN ATTACHMENT PLUG IS NgRTED a: REMOVED FROM THE RECEPTACLE OUTLET. CHASMS W THE SECTION ON WHICH IT IN !STALLED. A BOIDNO 'JIMPFR' SHALL ALSO E SHALL E DOIPPED WIDE A BATTERY GAOL -UP FEATURE INCASE OFPRIMARY POWER FAILURE 9. OFO PROTEC110N MAY BEPROVIDED BY EITHER A BEAKER OR A GFO7 RECEPTACLE. I STALLED BE7MEEN ALL CHASMS SEQnONS FOR IRE EN I REE UNIT OR UNITS OOI NEDIM ALL AND / at NDRIIPDON. ALL MM ALARMS ARE EQUIPPED WITH A %W WMK 10, N ALL BUILDINGS, AT LEAST ONE RECEPTACLE WILIET STALL E INSTALLED N BAnN00M9 MOM BO DING/ODU D O"WD06 SHALL E MACE BY A CERVFEED QICNMD) ELECDOCAL 4. SMOKE ALARMS AND CARBON MONOIOIE ALARMS MAY FE WALL OR CEILING MOUNTED WIDW 35 MACES (3 FE M OF THE OUTSIDE EDGE OF EACH BAIL TIE RECEPTACLE OUTLET MIRACIOR (ON -SIDE: BY ODEO AND ARE SIN ECT 70 WSPEC WN BY IHE LOCAL MOSO Cl M ON ACOOtDA CE WIDE n01 L07009)6 SHALL E LOCATED ON A WALL OR PARn110N THAT IS ADJACENT 70 iRE BASIN OR THE 1L THE MIN FLDCIRICAL SERVICE PANEL 19 WED 11711DaMG AN LSOA7m FE7MMARO ND (4 WE IL ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPUANM OR AN ATTACHED BASIN COUNTERTOP. SYSEM) FROM THE FACTORY. IT 19 7NE ROWOl937Y O TIME LICENSED ELECIIGY. CO TRIICIOt GARAGE RECLINES THE INSTALLATION OF AN OPERATIONAL CARBON MONOODE ALARM It CLASHER AND CA 4 E DISP03A. MAY E INSTALLED ON OE (1) 20 AMPERE (12-2) CRCIR TO PROVIDE THE BCHCM BETWEEN THE NEUTRAL AND GROUND F DEAUUM WITHIN! 10 FRET OF ANY ROOM USED FOR SLEIRNG PURPOSES (BY OTHERS). 12 FAN / LIGHT OMMMAM S SHALL E INSTALLED WITH SEPARATE SKr*m 17. SOME ITEMS Sam MAY E OPTIONAL OR R mm Risuu 1nON ON-S1E AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVfp ^ o LEVEL vim. �_ 8-25-15 ti .� m. No X to ata aC7O1 3tw— W c^ . to ir� _ O�Bw etw�l 9y�� PyyC6 Nm w>s M�� CARTER B �9g WFLEE7 W/ 2010 RAMA RM CODE, NCIaNG ALL. 2012 AMELaMEN73 5 s3soa •: 1 31010a 1"L ":8,1NaA 005o6w +aaa ImO moans REVLsroNS 0° BY DA76 L DRA7AN: CLIME CNECKEDDt MLTALT DATE: I/4tM5 SCALER 3/1/' _ 1-V SHEBTt 5 OF is WEC: ESP= D Dws: Ito MPH MODEL: MOD -CMG PILOVMFD 10TIE Nt OWIT WL MEIOC PURPOMS OLY AM SHALL NOT ! WAIEA COREa DIE ODDIIS E 1PROMI ED AD)W 01SUM ® M OUI1D FOR AW Fl row MDHOR tomes wan AUIHGRAn01 nm UMmm momm me ERAMNO PAOEAE NO ALL E COU DIM! AM 1HE E NNUMVL PIRIPE Y C JAGMS M IO EL ALL NO= NElEl YtL ODPMMOR me OtPMMR © 2aM . AAOMMgM HO@L WAF13Y MMA FlOOA ALL IN= NI 110MA oxmm WAO c " ULAP®N: G04RAJL RNC N am: DOMING SHff =3 54 R 1. I. wuN mma OF comm UGtONG / wvAL USE CRCNIS REMOM 2 MDMIUM (4 FL x 3 VA / 12D VOLTS / 15 AMPERES - LDL MN. OF GDIERAL U RING / USE CRL1315 REG'D) 2. GENERAL UWHNO AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER SIRING SOU FOOT: 2. GENERAL, LIGHTING; / GENERAL USE ORES x 3 VA 20775 VA TOTAL VOLT-AMPERES - 2OR5 VA 3 SMALL APPLMNCB AND LA111M M LOAD AT 1,500 VOLE -APSES PER 20 AMPERE CIRCUIT: SMALL APPLIANCE MEAD: s : 1.500:00 VA - 450E VA 3. LARDRY LOAD: 1 : 1500.00 VA 150E VA TOTAL VOLT-AIPMM - GOOD VA 4. NAMEPLATE RATING OF ALL FTIDD APPLWICES IN VOLT-AMPkiE6): . CLOTHES DRVER: - 0 VA RANGE - RBOO VA COOK 70P. - 0 VA WALL OVEt - 0 VA MMMVE OM - NOD VA D0N'ASHEk - 13ED VA GARBAGE DISPOSAL- . 10SD VA 4. WATER HWER: - 0 VA Tat Low - ROOD VA OVER: - 0 VA ORES - o VA OTHER: - 0 VA - 70TAL VOLT -AMPS M - 24050 . VA 6. NAMEPLATE RATNG OF U07OR AND LOW -PO ER -FACTOR LOAN: ON AIDE e* - RANGE HOOD(S): 1 x IJ AMPERES - IJ AMPERES 5. EOIAUST FAN * 1 x L7 AMPERES - L7 AMPERE CBINt FANC* 3 x 1 AME ES - 3 AMPERES FURNACE B OM (GAS / OLD: 0 x O AMPERES - 0 AMPERES 6, TOTAL AMPEOS - 4B AMPERES M1L7PLY x 12D.00 VOLTS TOTAL VOLT-APERE4 - 576 VA 7• 8. 6 TDTAL HEATING AND AR-CONDMOID1G MOAD: (USE THE LARGEST OF TIE FOLLOWING SIX SE E000S - (A) TRU (F) - N VOLT-AMPERE* 9. A 100X OF THE NAMEPLATE RAITNIKSy OF THE AR-COHDMRONNG AND / OR COOING (VOLT-AMPERE*. 1 x WOO x 100E - 14400 VA LARGEST a 100% MF THE NAYEPIATE RAVAKS) OF 7H E HEA1010 WHEN A HEAT PUMP 10. 5 USED WOIHOUT ANY SVPPL ORIENTAL ELEMIW HEMNO TVOLT-AIDE ESk 1 x 12000 x 1000 - 12OW VA C. 1DOX OF THE NAMEPLATE RAIING(S) '. OF ELECTRICAL THERMAL STORAGE AND 11. OTHER HFA7M SYSTEMS 11HEE THE USUAL LOAD 13 EXPECTED 70 ME - CONixD1016 AT THE FULL NAMEPLATE 12. VALUE SYSTEMS QUALE71N0 UNDER T6 SEMM SEAL NOT TE CALCL A10 UNOE7t ANY DTLR somm N =,WC) (VOLT-AIPER51 0 x 0 x 1002 - 0 VA L 1001E OF THE NAMEPLATE RA1NG(S). 13. OF THE HEAT PIMP COMPRESSOR AND = OF THE SUPPLEMENTAL EFJCIRIC 14. HEATNG SYSTEMS. � F THE HEAT HEAP HEAT RW COMPRESSOR IS PREVENTS) FROM 0 x 0 x 10ax - D VA OPERATING AT THE SATE TOE AS THE SUPPLEMWAL HEAT, R DOES NOT HEED SIFFLOADIML (MELD=: HEAIMG SYSIEH 15. TO HE ADOED 70 THE SUPPLEMENTARY 0 x 0 x IDOX - O VA - 16. HEAT FOR THE TOTAL COMAL SPACE HEATNO (DAD (VDLT-AIPFiE".k TOTAL HERD 1®k - 0 VA E 65X OF THE NAMEPLATE RATING(S) 17. OF ELECTRIC SPACE HEATING F LESS THAN FOUR SEPARATELY CONTROLLED IIIB15 (V01.T-AYIPOIESI: O k 0 k 55>< - D VA 18. F. 40% OF T E- NAMEPLA7E RA71NG(S) OF ELECTRIC SPACE HEAT= F FOUR 19. OR MlX SEPARATELY CONTROLLED I1HHI5 (VOLT-AYPERWk 0 x 0 x 402 - 0 VA 20. USE THLR vaLT-AMPEE ROM FOR "DE TOTAL OF THE HFAI NG AND AR-COIDNQIIG LONk - 1440E VA 7. TOTAL CALCULATED LOAD (LOADS AS =AUTO N 2 M 5 ADOV* TOTAL GEIEAAL LIGHTING / USE CMIS (t - 20775 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (* - 5000 VA 21. TOTAL NAMEPLATE RATN7 OF ALL FEED APPWWCES(4): - 24050 VA TOTAL NAMEPLATE RATING OF M1TOR & L- P-F LOADS (0 - 57O VA 22. TOTAL VOLT-AMPERES (COMB= TOTALS 2-5 ABOV* - 327135 VA - a TDTAL COBm LOAD (FROM 7 ABOVE.X - 327135 VA FIRST 1GCVA AT IDOL` - 1000E VA SUBTRACT RE FIRST IBKVA FROM TOTAL COMBINED LOAD . 227135 VA 23. L FIRST IOCVA 0 iDDfi - 10000 VA (FROM B ADM 22T35 VA - REMAINDER AT 401E - ROM4 VA SUMAL OF BOTH LOAD COIBNATMC4@ - 1D0644 VA 1L 70TAL C01®ED I= (FROM 0 ABOVE): - 190654 VA 70TAL HEMMING AND AC (DADS (0) - LARGEST OF W ROB 0k - 1440D VA SIIBIDTAL• - 334LS4 YA SE.. ENDED LAf -VOLTS / 24a00 VOLTS _ - IiBRN CALCULATED AMPERES IRUIERk - 1305E AMPERES 1 ELECTRIC SERVICE PANEL A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE A. LUMINAIRE (FIXTURE) TYPES PERMITTED: CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: CODE(NEC ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES OF THE BUILDING / STRUCTURE. (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED.' WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. INSTALLED AS FOLLOWS' THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE C_ BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT PROVIDED THERE IS A MINIMUMCLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NE ARE.W: • BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING POINT OF A STORAGE SPACE f LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL. ABOVE THE DOOR OR ON THE C ; AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE.NE ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY POINT OF A STORAGE SPACE HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEI HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAR T. EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION POINT OF A STORAGE SPACE THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED (4) RECESSED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE PROVIDED THERE IS A MINIMUMCLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE:NEAREST OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE POINT OF A STORAGE SPACE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES). CHAIN -CABLE -,OR CORD -SUSPENDED -LUMINAIRES (FIXTURES) BY OTHERS.- LIGHTING TRACK, PENDANTS, OR CEILING -SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AND B FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN 26. FAN /LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. ACCORDANCE WITH THAT LISTING. 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE UCENSED ELECTRICAL CONTRACTOR ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 2a ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALCD BY OTHERS, 29- REFER TO ADDITIONAL NOTES ON SHEET 4 OF 19. SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE (NEC) BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE. BY OTHERS). ALL 120-VOLT. SINGLE PHASE, 15-- AND to- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOMS LIVING ROOM$ DENS„ FAMILY ROOMS, CLOSETS. HALLS, DINING ROOMS, h SIMILAR AREAS SHALL BE PROTECTED E3Y AN ARC -FAULT CIRCUIT INTERRUPTER. COM13INAMON TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CRCUR. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WALL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A -HUSH- BUTTON. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 60 INCHES MINIMUM. SWATCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM -THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NEC) THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (1) 20 AMPERE (12-2) CIRCUIT. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS. LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFq 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-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE. OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6' 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE 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. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEET) OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 ,WERE EM.Ecmc sERvicE pom ULCULA71ONS PER NATIONAL ELECIRICAI CODE 220=62 OPTIONAL CALCULATION - DWELLING UNIT NOTE: PER THE 2014 FLORIDA ENERGY CONSERVATION CODE A MINIMUM OF 75% OF LAMPS IN PERMENANTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF PERMEMNANTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. oPRONAL: 1 OR 2 ADORIONAL " CONDW DROPS MAY BE ORDERED AD INSTALLED FOR FUTURE USE. a 200 AMP MAN PANEL 120/240 VOLT SINGE PHASE 50 HERS NT xRD W OCCtECU A 0CMn mac xr A=ERRED 2MW axHR>< -ICIR - MlfCm R LaiL i�Ot rA0 AO tJmLOr AL TDB Ot III MU R• WDR 4 W IL DIY eLll� MI6 M fA@ aVAOPo Lum TIN® . 01 70 NOTES 1. 15. 2 NCH DIAMETER FIGD METAL OR RM NON-METALLIC CONDUIT 2/0 (AVID) - COPPER - PER MEC M0,15(BXO) 200 ,AMP EX,ECMICA1. RISER MISR" M MDUO MM L YAM RAmI @ MAY E ICRAMD FROM IIMT W MDG F TE MRAALI tD5 M IXmmu Ili IS xAnoD AID HOMIIti HNLL t 1A WC IMT N MR MID I i7 IMMMO TET■MMM AT M 1K TAG lf� ■ ry OODM AID ■ Rif xs47:0O1 AID 111001 FI' III,.... AlADxonr MNID ARMxDLIYL AREA RESBLVED FOR LMNIG AGENCY APPROVAL STAMPS: PpPROVfO w D a • m®au.. 0 ti 0 8-25-15 �� -g- .. NO i y o F� Pyy • cgRTER g O F. tl.SIM IIM0m � d , .MMxaur DD.e MAW Algae Y,•IAP eaR•x•o.R LIMP �nt••�xw�s�nv��wii� M5a@i�TD oArurr COMPLIES W/ =4 FIORDA RIS CODE, �j • =020 COIHHY ROAD Ik, SUIM A Go"", P1 AOSL 1741 R]O.S213 m LLD REVISIONS Q - BY DATE ,0I A DRAWN: -14 Q MYRMCE CMCKW. M.T./N,T. DATE: e/4/2O6 SCALE: 3/1e' - t'-o• S SKEET. 4 OF 16 WEQ Expo D DWS: MODEU ISO MPH MOD -RED MESS DETAL4 AND RAMS ARE OaOMPHDAL AND FROPREIM MATONIOA THE OOODDS OF to MAIM PAOORIE O NTAN DO MUM ML AND/OR PXa= Mx M MRRL ANY tNMR1H01M M RISE OWMR D=C=F. at OSII OUTI N OF IRE PAOWK Olt MY OF TM OCNTM COUNm 11 M 12 SMMMT NlflliM BY JADMEEN HOES AD WAY N UP AWiU . WX MAIM" ARE PROMM TO TE NEOPOW FOR MMM PURR® (SLY AND MEAL NOT ME SUMM DOW6 OR UO RTPR== AND/OR DUMIUM TO aRM FOR ANY NRPOE WNOUT oMw MR6(WM amaMOAIDM FROM ,IAL'd1 M HO OL INS DRAI♦G PAO(AOE AD ALL MIS CONTI= ARE ME DM „NVE PMM MTY Or JAMOM M MM ALL NOM MMMVM C? WfT 2mS COP OGHT © 20I3 . iA == NOES SAFETY HAMM F10mA ALL RXHIG RMWEL 1. ALL DaMOR DEMOS SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESSTANT 00VWS) - DiO.UDINO ALL EXE RECEPTACLES a: LIGHT FDDUiffS 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR MM USE AND SHALL BE LABELED -WR' (WEATHER MISTAN[7 , --R-30 ROOF INSULATION-- R—F BLPH 4. 5RE OVFANAN69 ��� --R-IB WALL INSULATION-- USE 35 x 117 MMUTAN FLAT RAFMIN 1A1/D�1D Ts�AT,• w°wiva FIRE W •R-22 FLOOR INSULATION-- THI55[ON 49O.C. MAX.TIE-DOWN 5PAONG 1/f I�I���Ia-- — --�>SX - - I —I Izl NI6N IMPACT WINDOWS — rJ,,r IF Mimi lO I I d ••�' to 4rm FM IRsEmWirveALL \ �1• I DININfi 10 I N x r Ai/f u mam my at I�tl I-7)— Ddk' j r�r 9yy1 W Iwn�mlan ---J I I y i 7 x1lar —Fi] � - s s I © 2 t w INN I ® I—SHOOMI DFFS� r jrrs �- 4. 510E OVEf111AN69 , a 2 ao I I I ® • F2 MOO-9fi0 8 r E r N BEDROOM #1 if ' , O O ISIGMATURE-mw1 6 y rr rr ir �■ s O _ 71 I. =41/4r— — a =. �+ JAmB5BM HOMES QO -` HITOI MQ+-2L94-M960- miwS wALLW-2w 4. 51DE OVERHANGS w 11-TIN 2f4Vt wooF oar. iF7IN A1/f 1 D c c.r�.ava.ev® 1aJ 71f V5E 36X TM rn� T11AFTkT15 /1 LL Go*= W-0 Y{ 41T O.C.- MAX. 71E-DOWN SPAONfi t{ 7{ ,si Vf I & ON -FRAME (2XB] SOLID FUEL BURNING FIRELACE-. WHEN INSTALLED, FIKEPLArE SHALL COMPLY WITH UL-127 ROOF DECKING SPEC. ROOF DECKING FASTENING (SEE Q.C.] (ALL ROOF SECTIONS] 2xB MINIMUM FLOOR SYSTEM REQUIRED S 2xIU MINIMUM FLOOR SYSTEM REQUIRED Z ++• ALL 1-BEAM (CHASSIS] LOCATIONS SHALL HAVE PIERS Z W • PERIMETER AND MATING LINE PIERS ARE REQUIRED. ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION W • PERIMETER AND MATING LINE PIERS ARE REQUIRED. • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT AND TIE -DOWN SYSTEMS ARE BY OTHERS (NOT JACOBSEN). • • ALL SHEAR WALLS SHALL HAVE A PIER INSTALLED AT BOTH THE SIDEWALL AND THE MATING LINE AREAS, FOUNDATION PER FBC AND. STD. ENGINEERING PRACTICES. W BOTH THE SIDEWALL AND THE MATING LINE AREAS, G AS WELL AS AT THE ENO OF EACH SHEAR SEGMENT. AS WELL AS AT THE END OF EACH SHEAR SEGMENT. UNITme MIN ama"I O 11001 uNrt 11NtT vDN 11ON rm Pl�i1L/ N IBC (OQGFU mul"J (�P►) CMFL) W FL) 1HHIM 1-D<al ,DT 1■.■• rza• aw, 1�.0. rw-A com AM 73 a.M AM 292 L2a PASS aEON0O1 /I In N04 IOM 4a2 LT PASS AM ATTACHMENTS.TD THIS STAUCTUHE SMALL HE1COMPLETELV SELF SUPPORTING:ANO'SUAIL NOr RANSFERANDIDRANDUCE LOADS ANWOR ATRIiI( FORM QVID THIS.GUILOII4ST WRIJLTUIIE. Lmm - HONE PLAN a11ENR e m ® tr a t4• Ram RI cor cm.) ® tr MILT IM IOOAIIDI CM.) AN KAICUX LOWER OW4 INEARVALL O MUMALL am&= (m TM4 �t OOO N tOCATOI (WZ TAOq ®®® T 7/r, IP OS HA 7/LT mz IRAN N� Mo me •TOM NAM (WAIL • QJND) oDln a/SIEM RAI0113) ❑cowRM sueeosrs D®so e m Im m - wL DI�L1O MAIN 1• MODR 1w INAN mw MOON o" WPM o mw um . P! 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DEM !.M VAUE: DE7W SHEM VALIE O 407-13 RF % 0 FLF OYER,IRMO FOM 4iA In 01ER,INOWq Fam 0 UD OEM SEAR VALM OEM SHEAR VALM O 2H.0 rtF aMWnw•a FOIOk 8 0 F1F a1BmEaWID POmS 2fA la3 OIOS �•OW SON71Pae (OLRSFOI 1r0009 - TIENAL -14 PRE - IOW E TNT ARE 10 ■ ro taan 7.7t11 a is ■ 31 Ll" 7.700 a 18 ■ 40 Lou 112 1.00 ,a ■ 00 1a4ID 341 1.74 16 ■ 0o tam 322 1.74 ID ■ 12 LAID 7.7M 0 24 ■ 40 am 41 210 24 ■ 54 12AA 0 0 24 ■ 00 14AID an 30: III 4AM an 30 ■ 27 aa2D SA ID ■ 40 LaO aA4 + 30 ■ 00 %A.T0 Lao '+ ID ■ 64 Ia3E LQ •NO 34 a M 9= 7.7ID ' 30 ■ IO 4 M 7.7a1 ID ■ 40 N00 - L71 31 ■ 00 14.aT0 la01 35 ■ 0 4A14 7.70D n ■ 13 aalt riN1 DOOR SMEURE Dual . L AREA �)PIWWIDED:: HIND AflR PROVIDED i : a 21CM 0 0 35 ■ R2 2L= 473D1 0 ID ■ 02 21� W O 72 ■ RO 40 32" 10.00 im 1 00 --man 4aR1 2/.W x I %�% FWOR Prs•+N NOW: 1. N NINN ■wRwm& IL pRRO N N1A1®ala�nals w. a aNIs�IAYNcoPace/aPL ■ 111MSI A AL a. ltHil N11N 1 �ImamnT/s � a a IaelNaa,DINA�Fil 'LR 11. D� 'H•p1 MElf•N" r PPem osa1E I70/11a Y4��1..NI��I 1mI/P Z IOmAt tO �• A L S�A�PNIOR IL II.O N..Y �v►n LW� 7TV �NDP%ED ��aa� mAS NN oIe: a EMN/. wr a. el•IOIOL MIOCI s 11■wIf NN HEN•ON � sx ■or II�rrAns�ww114Lox �IL iL RMrN t1WlOtnY.PMPIAI 11N APNHN ON IW N[A® a MITOF#ANI12 Ni1L�Nu3 m NFMN /Mllr aQ OFNQ11AIL 0=2WTNR OwNo-aaAalm {i0 ■a�La'AOn L AREA RESERVED FOR LISTING AGENCY APPROVAL STI1WS: PRO to 11M 0 8-25-15 NO ZID rw 4ANH�1 W ADM � toA 1P-21M am" ICOWLIESS =4 H.QMA R E& COOS. J =00 =HIT ROAD 18, SA M A aa13aN, N 4=11 1s41 Wd113 p �I DRAWN: a Mrs C HECIMDDP M-T-AT. DATE: a/4/ROIa scAtE: 3/16- - r-w SHEET:112 OF 16 WEC: FApD D DWS: IaO MPH MODEL: IIDo-DeO TIM OE=3 ND P-93 AIM OOFNEIIOAL AND PNO4ETRHY MAIDRRS TE CMaDr I W TIE ORA=IN PAM= OWAM ONFQNML NO/TR PRIAMED INOINATIO L ANY IMAUaq® IISF, awvm mKL^LmL O2 O60WIIm OF TE PANOIOL NI NIY O TE OOm m ONRNm TEE7q @ NOIOILY FIIONE m W 4hDOM 1OEO NOMAY ! UNUMTL TES MATFRAM AIM PRO1mD TO ME NOWEW FOR W RO MWO= OILT AND SNAIL N0F W SMAN IA COPFOL OR aMUZ IERImIIOD AND/Olt DWROVIED TO OINOM POI MY NWOZ IFTNO X OFR 01 MUM NR10307A11N1 RNOI .M000SFM HOLM TNa DRANQ PAO= AM ALL IA CONTOM APE THE QUIRSMR PROP01W W JAOZ= M M ALL R ZIM I=RW 00FNEO T =ME CWRMff © 21115 . AWOOM HOAX RAFEW NAHiNt ROIEA ALL RIMM IE421EIL ENGINEERING • iNSPECTIONS. CERTIFICATIONS e'TESTING August 25, 2015 Jacobsen Homes 600 Packard Street Safety Harbor; FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M960 CP2194; 2l'-8" x 43'-2' ; R-3 HWC Plan#: 2540-0138F To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2014 Florida lodes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High 'Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33758 (727) 584-8151 FAX: (727) 5B"343 f (727) $85-2392 1 (727) 587.0¢47 MOW" Qua lnrP=ftn Jzel-:: SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. LUMOI ZW GIN NC/NS: OW a SUR bING ]DIP 1GMllliltOil!!lr/ ti VIG \dONNIMONS: OR mMAL AWLWl�e R 10 INOMU)OD Aalt aFd"ON F,'3/CAL .: ALL ON -SITE ELECTRICAL AND PLUMBING CONNEC7IONSANSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS (DBPR). BEEN INSPECTED, & ARE NOT ATTE57M TO OR COVERED BY THE STATE OF FLMDA SEE PLUMBING & ELECTRICAL DETAILS FOR TESTING & INSPECTION REWMENTS. 2 IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DDES NOT COMPLIANCE TO ALL APPLICABLE CODES AND JACOBSEN HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS. WORK. AND/OR MATERIALS THAT MAY BE REQ'D gig % �+��yyy�g�(1Wry SM OTOARA71ON IH'm. UNDA'l.1URON: PERMITS. & SCHEDULE & INSURE THAT ANY INSPECTIONIS N ALL EPERFORMED REQUIRED FOR A ARE JECT N. ALL INCOMPLIANTE CE OR / ARE BY THE LOCAL AUTHORITY HAWS JURISDICTION. ANY AND ALL RENEW, APPROVAL. INSPECTION, RE-NSPEC ION FEES AND/OR OTHER COSTS TO APPRIRED OVAL BY THE LJHATIOALL CODE ANMY SITE INSTS ALLED ITEMS SHALL BE DETERMINED BY THE LIHA AND ARE THE SOLE AND EXCLUSIVE IN ACCORDANCE NTH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF BUSINESS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR ANY RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE A NOT JACOBSEN HOMES & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO M CONTAIN FOUNDATIONS FAILURE 70 CONFORM TO CODES & JACOBSEN SPECSMAY AFFECT THE WARRANTY. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS & THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR 70 DRAIN SURFACE WATER AWAY FROM THE F'OOTTNGS AND THE FOUNDATION ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES. PROCEDURES, AND yy�� FALLS (BY OTHERS). ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOL COORDINATION OF ALL WORK PERFORMED ON THE STRUCIUR$ INCL SUBS SM IR�STALL00 OWN: - (SUCH AS ALL WOK AND/OR OTHER LIM SGIM, 07HER DELETERIOUS MATERIAL(S), C OCCUPANT LOAD - ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA. ALL LOOSE DEBRIS ALL FOREIGN OBJECTS, EEC... SHALL BE REMOVED FROM THE S. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. , BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL 1. ALL SUE OUDND/FLL AND Tar PREP. 01CL AND DRANAGM THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE BUILDING. 2 THE COMPLETE FOUNDATICK TE-W^ AND ANCalpem MMM FOR EVERY TER FEET OF SOIL AREA WA70 SHALL NOT ACCUMULATE BELOW ANY L THIS BUILDING IS NOT DESIGNED NOR INTENDED TO BE INSTALLED (LOCATED) IN & TEMPLE 7REA7M W AND MM vAPOR BARRIER BELOW STRUCTURE PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHERS, NOT JACOBSEN HOES 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARD COUNTIES 4. RAMPS, STAIRS, AND ODOM Access 0=111 G ALL ACCESSSMY ROTMO 5). 2 CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH a LRnDNG DRAINS CIFAIF01II6; AND HDDDP 70 THE RL M M SYSTIOM APPROVED MEODUNCAL MEANS AND/OR BY OPENINGS IN THE FWMA71DN WALLS BUDDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED L ANY PORTABLE In D Timaus ERM AND/OR FEE SUPPRESSION SMINI S7 REOTL OPENINGS SHALL BE ARRANGED 70 PROVIDE CROSS-VENMUMON AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND n*s.THIRD PARTY APPROVAL 7. nECTRICAL GWAZ (NntoNO FE E100 & CROW,-016111 ON MILT-SI C XIIM UNTIL COVERED W/ CORROSION RESLSTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING L ALL UNIB® DRYWALL - COMPLETE PANEL FASU7li4 TAPE, & TXIUM EXCEED 1/4' IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS PLANS SHALL NOT BE HELD LIABLE, IF A BUILDING IS INSTALLED INTO A 3/U' NARS - Ir as NAX, 3/I' SCREWS -16' na MAX. - UNFRIDED DRYWALL ONLY. SHALL HAVE A NET FREE AREA OF NOT LESS THAN 1 SO. Fr. FOR EACH 150 SQ. REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO L s11DCTLwA1. A AMINETIO MDICONECINNG ENmI MMOOIES/5F'MOOL, �(j,FEET OF CRAWL SPACE (AREA BENEATH BUILDING).CRAWL SPACE ACCESS PER INSTALLED THE BUILDING SHALL BEAR SOLE LIABILITY/RFONSIBLITf 1a EXT. SR»D AM RoaLD (NO SODID OF METAL SOW OR ROOF o0YDW104) -7HE FBC/FRG MIN. 6 MIL VAPOR BARRIER IS REQ'D BELOW THE BUILDING 7. THESE DRAWIN, PLANS DETAILS AND SPECIFICATIONS MAY NOT NECESSARILY DRAWINGS, IT. Datum WALL FRISX (E DWALLV AID SOFFTT MATERIALS (EIDWALL/PmDR AWA4} QALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FRCP RC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE OF WORK 70 BE PERFORMED. IF 17US ARE 12 O WODM ARM MOM PROTECTION, S70M S ITXDXS (ON -SITE. BY 07HW4 S 7HE FINISHED GROUND LEVEL OF AN UNDER -FLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN, BUT ARE REQ'D FOR THE COMPLETION OF ANY ITEM INCLUDED 1S BmTOL' OF F1DDR Na6ATm/SDTTOF BOARD YAIDSAL CLUE E NOW ON PLAN} SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE IS IN THESE DOCUMENTS THEY SHALL BE CONSIDERED TO BE INCLUDED AS PART 14. CROSOUER PONT AID caE=nm DIVAC) - Nawn RLTYN AN DOCF ANY EVDEIICE THAT THE GROUND -WATER TABLE RISES TO WITHIN B INCHES OF THE OF THESE CONSiRUCRON DOCUMENTS 13, AN CONDITIONING AND HEATING 8151101 DEFER TO FLORIDA EEM WALA71D6 GROUND LEVEL AT THE OU15GE BUILDING PERNETER. OR THAT THE SURFACE WATER a PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECS) FOR MNNIr EFFICIENCY REALA E ENISiL NSTAM ON-SIM BY anon DOES NOT READILY DRAIN FROM THE BUILDING SITE. THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL 1L HNAC DLiCONELIDT, NRN4 wxAID m somm RQiPTAmF. Em- UNDER-FLOOR SPACE SHALL, AT A MINDLUM, BE AS HIGH AS THE QU75DE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. 17. ROOF OOYELWD AT NNOE AREAS, DIY-N, AND CONPLLTDI QWaE/DOR OM ETD.). GROUND LEVEL. UNLESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON 07HER SHEETS. to GAME DID FRAUD NBI MIXED ROOF SVSIFL6 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE, EACH END OF EACH SHEtARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR IL FIREPLACE CHIMNEY STACVVENTILATION SYSTDF. FIR PLACE CN I IEY FRALWNOL SEGMENT & COLUMN LOCATIONS SHALL BE SUPPORTED & ADEQUATELY CONNECTED 70 FOUNDANR GR IN AND/Olt TO TRANSFER ALL LIVE, DEAD. AND/OR ANY OTHERWISE NOR: NOR: THE FLOOR AND/OR ROOF DESIGN OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE BARS Ran DRAB BAAANY OTHER ••n� a FEATURES THAT ARE REOIII IM 21. ONLY WEN NOT INSTALLED N THE FACX01117: Nsuu7TDR AND REWD AN BARNIOL EDUCED LOADS REFER TO THE FACOR PLAN FOR 94FARWALL OVERTURNING LOADS CONSTRUC110N' AS REFERENCED IN FAC RULE BOA-3.012(6). POSTING OF NOTICE SIGN(S) AS 22. HIGH EFFICACY ' LAMPS REQUIRED BY FRO R404 ARE INSTALLED ON -SITE BY OTHERS. & COLUMN LOADS THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS RM URED BY FAC RULE 69A-&012(5) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY 23. "BUILDING ADDRESS! AS REQUIRED BY FBC R319.1 ARE INSTALLED ON -SINE, BY ants. A THE DESIGN & CONSTRUCTION'OF THIS 13ULDING REQUIRES CONTINUOUS SUPPORT 70 OF TIE BUDDING OWNER LOCAL APPROVAL IS NOT REWD FOR ITEMS INSTALLED AND INSPECTED AT THE FACTORY. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR. 2C LAUNDRY ROOM RECEPTACLE UNLESS 07HERWEE N07ED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERSARE NOT USED THE CONSTRUCTION OF AT THE FACTORY. ED NFOR g��r Wes"'°" ` NG: �gt� C"_ nON: AA MINIMUM 111N /2' ALL BE PROV ALL FLOOR JOISTG S THE FOUNDATION SYSTEM (SDEWALL &ALL YATNC LINE AREAS SHALL E SUPPORTED). L ENTIRE BIAL SHALL FIT TGITLY TO THE SUPPORTING FOUNDATION N INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS ONLY MODULAR BULDNGS/S7RUCTURE5 CAN WEIGH SEVERAL TORS IT IS EXTREMELY IMPORTANT SYSTEM. ENSURE SYSTEM. WHERE ANY GAPS OCCUR WOOD SONS -SHALL BE INSTALLED E ANY GAPS QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. .THAT ALL FERSONNIL ON THE JOB SITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRANED. A TIGHT FIT AND PROPER BEARING ALL WOOD SHINS SHALL BE FREE fF KNOTS. O IMPROPER PROCEDURES OR TECDRQUI S COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY BREAKS. AND/OR OTHER ALL WOOD SHY' SHALL IN ADDITION 70 THE DANGER TO PERSONNEL IMPROPER INSTALLATION COULD RESULT INITIATIVES. PROGRAMS POLICIES. OR PROCEDURES THAT MAY BE MANDATED BY OSHA BE OF T EATEDSPLIT BE OF TREATED OR OTHER APPROVED D MATERIAL(S) IN EXTENSIVE DAMAGE TO THE BUILDING/SiRUCNRE NEVER ATTEMPT INSTALLATION AND/OR OTHER LOGO, STATE AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE SHALL BE OM 7. THE SOIL LOCATED UNDER ALL FOOTINGS SMALL BE COMPACTED TO A MINIMUM RBML ED UN IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER 70OLS AND/OR EQUIPMENT CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. DENSITY -PER AMU D-1557. FOOTERS 12' BMW VIRGIN SOL AND BEL FROST -LID:. S THE MNNUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SMALL E 12 NOW (305mm) & N ALL CASES THE FOOTINGS SMALL EXTEND BELOW THE FROST -LIKE, IL MATERIALS USED N THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS ONCLDNG STATE AND/OR LOCAL). TV." PR.ON: 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR Tatum mwnON (4 INCHES, MINIMUM FOR GARAGE OR PAID SLABS} 2. UNLESS OT OMM N07EIX 18 INCHES MINIMUM SHALL E PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING (CRAWL SPACE AREA) 70 THE SOL & A 1'-W (12 NOES) OWN CFARANCE SMALL BE ADVDED BETKEN ALL THE STRICTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTED DOWN SPOUTS, SPRNIOiD SWIEIQ ALL SPRAY HEADS ANY OMERFLOW DRAIN% & WATER (EATER T&P DRAIN (ON -SUE). 4. TREATMENT SHALL E APPLIED TO ALL AREAS BENEATH THE BUIU NG/STRLI.TURE (NCUOINO PORCES AND OTHER LIE AREAS), AS WELL AS, ALL MOON AREAS 7HMMT AE LOC/LTED WIfU7 A MNNW OF 1--e (12 NOES) FROM ANY/ALL WiRIOR WALLS OF THE FOUNDATION SYSTEM ANO/Ct ANY PORTION OF THE BUDDNG/SITIUCIURE OR AS ALUM BY THE FBCOM 6. TREATED SOIL BELOW THE STRUCTURE SHALL E COVERED WITH A MN. 6 ML POLY VAPOR BARRELR, TREATMENT SMALL E DONE AFTER ALL EXCAVATION, BADC F'NND, & CO PACIOFL ANY SOIL THAT IS DISNRBED AFTER THE 7REA719NT IS INSTALLED SMALL E RETREATED. 0. NO WOOD. VEDETATOR DEAD ROOTS. CARDBOARD. PAPER, TRASH. ORGANIC MATERIALS NOR ANY W 11ILOSE CONTAINING MATERIAL SHALL E BURIED WITHIN FIFTEEN FEET OF ANY BUILDING/51RUC LIRE NOR THE POSITION OF ANY BUILDING/STRUCTURE THAT MAY E BUILT OR INSTALLED. REFER 70 N07M 1. 2 & 3 -SITE PREP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOIID, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL E INSTALLED ALONG THE FOUNDATION SYSIELL WEN P.T. JOISTS ARE USED LEDGER IS NOT REWD. Old GLAMNG RO'A' Gi[iON. WIND-BORNE DEBRIS PROTECTION IS 1(QI INSTALLED MIX SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REWD W/ IMPACT RESISTANT WINDOWS. El El F 1:1 E11:101:1 lllcolls­ 1 H® i7 pV, 14IF1:1SAFETY HARBOR, ❑ 1 5669E ❑ ❑ ❑ mT3B a 1. AVM ROOF MUGHT L1UUq. 30 FEET MATOEN 2. FLOOR LIVE LOAD+ 40 PSF 06.GN WDID PRESSURES FOR GWOONENia AND CADNNG M, 5. ROOF FIVE LOAD. 20 PSF LLT. OEM WO ALES NM DOM WIND PROS 4. DESIGN WIND sPEEEDt mo MPH - TARt (UHHRDIe) SIREDGD DESI ALLELE STRESS DE901 PW . WALL CAC LOADS Nit vad I. WARD LA40RTANC FACTOR, b - 1A SNGUTNINOOYVs ARIA< io xiR. AR < io xiTY. IL IT 4 WND Ei@OSURE CATEGORY. Zola 4. K78 P'.F -f04D1 PSF Q6G7 PF -MMP6 7. INTERNAL PRESSURE COEFFICIENT, 41 - M15 (Fndaad) aoea S. 1678 FW -12248 P! 060E F1! -771JI PS y'B $ L DEIKiN WMD PRESSURES FOR ODWOF@DS AND CADDND (PSI. PMI. WALL GEC LOADS LLT. DE M WAD P ES FIDE OE90N VIND A6L Dam=R-SW0w DOOR 20 xiFL 5 AREA 20 SCLR. 5 AREA �g((( PR. ROOF C►C LOADS SH®WIH DF9m ALIOW. STI MIS DESIGN ZOM 4. 9246 PS -IOU PSF 55.45 PSF -OOM PSF QQQn RF O 2VWRI L' vdk o ZOFa 1 . LIM PS -6L46 PSF 33.47 PS -OZOI PS ZONES. 224E I� -124ES PSF BL46 PSF -721i1 PSF I ZONES. 567E PF -134M PSF 33.47 PSF -MM PSF FMV .WALL CAC LOADS r ZONE2. SL75 PSF-22YA2 PSF 3547 PSF-13L75 PS sLDRNo Csuss DOOM so xiTY. 5 AREA 20 xior. s AREA ROW ovRHANo FORDS ZONR 4. 2246 PS -10a6 PSF sW PS -aD.16 PEF ZONE 2 . -,a= PF -lam PS ZONI2.-410212 PSF -15727 PSF ZONES. 9248 PS -42a61 PS aL46 PS -7= PSF PIN. WALL CAC LOADS PW . WALL C&C LOADS WAL1/SOING FRENCH DOOR tDOULLN D SCLFP. 5 AREA W EQ.FE. 5 AREA ZONE 4. OL75 PSF -104.91 PSF SAW PSF -6M05 PSF ZONE 4. 55.6E PEP-IL7D PSFJ 51.90 PF -55d7 PSI ZOIa S. OL75 PSF -12LO PS 56W PSF-77M PS Zola 5. 5LI5 PSF -tO= PF 51.911 PF _45.w PF sum STATE OF FLOWS, �Rl w2NNG, 2014 FRC OUCHAMCAU 'Xw 2014 FRC f� 2011 NEC "G"D0'O 2014 FAC 2014 FRC S C•S & IDRAWNG PACKAGE LISMNG AGENCY APPROVAL THIS DRAWING PACKAGE COMPIffS bsIS/+7sY�+r7®1►ir PA�►�p�i )D �+IU 1lA N W1TH THE FLOJUDA MANUFACTURED BUDDING ACT OF 1979 AND ADHERES COVER SHEET & NOTES j TO THE FOLLOWING CRRERiA: FLOOR PLAN LAYOUT FLOOR PLAN OPTIONS NOT USEi�,'`:.' COA4PLIF5 W/ 2014 FLORIDA RES. CODE, � •. ' _ ' ELECTRICAL CALC'S &NOTES .4 ELECTRICAL LAYOUT 5 • CONSTRUCTION TYPE V-S • :- EXTERIOR ELEVATIONS 6 OCCUPANCY R-3 EXTERIOR ELEVATIONS 7 ' � 1 PLUMBING NOTES & DETAILS OF S70RRMS: POTABLE WATER SYSTEM DETAILS 180 MPH WIND VELOCITY Vlil (Ummate) HVAC SYSTEM LAYOUT 10 . FIRE RAi1NG SHEARWALL & SET-UP DETAILS 11 EXTEWAL W ILLS; 0 SHEARWALL CALCULATIONS 12 ALLOWABLE FOUNDATION LOAD DETAILS 13 FLOOR LOAD 40 PSF TYPICAL CROSS-SECTION (ON -FRAME) 14 ALLOWABLE TYPICAL CROSS-SECTION (OFF -FRAME) 15 ROOFLOAD 20 PSF EXTERIOR GLAZING PROTECTION 16 SEISMIC LOAD O JACOBSEN MANIUFAC(URM HOMES HKPH VELOCIRY O g g�'!� +• I �C+""' INIM: HURRICANEZOpN JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALVS PLAN NO.: TRUSS DETAIL(S) CP-2194 (M960*) AREA R smgo FOR LISTING A1:GENCY APPROVAi sxAmpS: THESE PLANS COMPLY WITH RULE 61�Z2 0 3 REVEW OF THE PLANS AND SPOMFKAMONS CONTAINED WT IN THIS mAWD PAORS IDYAIE1 COIpWUi WTHH THE CODES REFERENCED HERE IL FOR PRODUCT APPROVAL OR WITH COIVSTRUCIION CALC•S FIGUSED Pat R301.2.1.1 . METHOD 2 STATE OF FLORIDA STATUTE SS3.642 RAISED SEAL (OR ELECUtONICALLY SEAMED) PpPROVFQ SET OF BUDDING PLANS ARE ON FILE IN THE THIRD PARTY LLSTM AGENCrS ^� V OFFKg AS DIRECTED BY ROMA DBPR. 8 - 2 5 -1 5 ti THE MANUFACTURER'S DATA SHEET TU t/l AND PER STATE TLY'M INSIGNIA, sxALl BE PERMANENTLY MOUNTED To OR GChae{ ` ABOUT THE ELECTRICAL PANEL (COVERI. azr(a Digitally Sig Nisd 6 Mi Del G Tomko DN:CN M'1'1 G, mkoC=US cgRTERS' Date: 2015.08.2$7. 4:11-04'00' 1627 S. MYRTLE AVE. SECLDN ei j XEI�IGILY k]]mP15 STATE APPROVED YAMIFACTIIRED naaouAR� BLNDNCS TE DIPR I19D6A FlOET FUrnE7R Putl REv&7r Br L00AL cOOE DE71HaD CLEARWATER, FL 33756 ADENC23. THE SOSFA MIED 5Y THE FLC®A DEPARTMENT OF RUNNERS A HRDEEMONL 1RDLAMIS ATTESTS THAT THE PLANS HAVE BEEN 1121410113) AND THE BUILDING HAS BEEN INSPECTED STARE APPROVED THIRD PARTY AGO= AND FORD COMPLIANT WIN THE FLORIDA DDDNO CODE PM SSq-8151 m W/ =4 NCO NR. ®E. 8-25-15 L*)4U-ui3"-'(1 ��OZING Is Nor A HUD BUILDING. THIS S1FlI1CTRE HAS NOT BEEN DESIGNED OR APPROVED FOR PlACE7ENT N IqR VELOCITY D18 __ _- _ _ ,� !L'i[ �cf�1.@i' i N9.-+o._..y-�_ IMIMJVE Z71NES DQM4 O.E. DADS CONEY OR WORARD COUNTY} Appr-o 6d Ry .SCO I F S. F flCis THUS STRUCTURE HAS 6E11111 DESIGNED FOR ERECTION OR X' M6 BUILDING IS S UBJI= TO RENEW ADD APPMAL OF THE EWE INSPECTOR. O N-SRE, FOR INSTALLATION ON A 5111E MM PERMNWENF FOUNDATION AND $ COMPLIANCE WIN CH OW FORE SAFETY CODE IS NOT DESIGNED TO BE MOVED ONCE SO ]ERECTED OR ENSTAILLED. JACOBSEN Hans UIInF'ES TILT THIS MANUFACTURED BUILDING HAS SEEM DICDOED FROM � ,.a, � APCROWMATE SQUAD FOOTAGE OF 9UU01ING: THE WOLLA7DN 1F THE UEDD SrA7ES DEPARE OF MOUSING & URBAN DEVF1DRDliT 0=1 692.5 SQ.Fr. LIVING ,AREA MOdULar BLA(ling Plans m WHEN FOUNDATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCF17EDT AND/OR ENGINEER OF THE BUILDING PLANS SHALL w NOT BE HELD RESPONSIBLE OR LIABLE FOR 7HE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THEREa 15 aa3 Y� so � 22020 wumv ROAD is, LURE A OonEW DI44SS4 1s41 COO 3 • REVISIONS 0 BY DATE IA • REVISIONS 0 BY DATE IA SCE: License No. SNIP-42 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED SHE 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 WITHOUT EXPRESS WRITTEN I OF 16 AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THi]ZEIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. p o.R. COPYRIGHT 2o15 WIC: E.6D DWS: 160 MPH MODEL: MO-WD COPYRIGHT © O2D5 . AV MM MILS SAFETY HAROM FiOMA ALL MM RESEWFL -4 j J DWS: 160 MPH MODEL: MO-WD COPYRIGHT © O2D5 . AV MM MILS SAFETY HAROM FiOMA ALL MM RESEWFL -4 j J