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HomeMy WebLinkAboutBuilding PlansD33Z �J COPY F�►-E M�Wdv ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING March 10, 2020 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy. M1803; MCP-3450; SFD HWC Plan#: 2540-0639(M1803) 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 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: I . 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 33768 (727) 584.8151 FAX: (727) 58"343 1 (727) 585.2392 t (727) 587-0447 mw.w E"I. Wpnron CROSS OVER HU I K. Ifkk SINK CROSSOVER tn•• v°may o � o m - - c 3 'o — 31 _ — 3 COLD 9 3/4' C-21/2' 15-1 I/4 tn" 314" tn" POTABLE WATER SUPPLY SYSTEM NOTES' SITE INSPECf1131US AIVD TESTING 19 RED'D xvA cross ea P xxeneD orv-arze, A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS T.AFTER THE BUILDING IS INSTALLED ON -SITE (THIS APPLIES TO THE POTABLE xovio�s�ie_er o xexs�xcuwo.uu Dtiw n WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEM(. �.oex rex xeuer v.we sx.0 on.cx To rxe exreaiox iox sne,T. reo ox-sre, a ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE s. a L.wenia * ep�,N.xo:on rvaisxowen LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE ueD oN-s:re, Dr orxexs nxo SMALL pro >�µxa�oveo u:x�xo vuve wpm . BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL aeINSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION r' s.ALLeo ox s� orxc P2505 OF THE FLORIDA CODE, e. T. ox� cM.LL ee wcuureo Hors nxo ne _AL ar rxe Lout nvrxoxm .Mnr x wnx x�x:wu x a.a irvcw„ox iox c�ra, a ome.si es vun�soicr�ox ns�� LOBKI �9kY. y" k }C s -u- .�ag�F .S 4ot 3o`QijFa a cc ,RA R.R.P a i- <ve- ;asoo [� Ed�F AREA RESERVED FOR NESTING AGENCY APPROVAL STAMPS. PPPROVfO �. m 33—�y10-20 ? ®_ �_ No ay�q sy�4 •C P ARTERIII C­, ALL �3 No 63/I802 j x GEO®: 4T. PAW, mva T OF is NEC DWS: MODEM+ 1oo-1— wrtx:art ®aoaA Yoo_ _o — Samar, � — porn asarvW. P..EY D•�,P1 IDp—9^�^WL�v Rm1Y rS O �•v tAVara mwAF slot Moo-1803 170 MPH-Vult(UlOmate) EXPOSURE MRH -30 FEET MASTER MODEL MECHANICAL NOTES: 1. ALL AIR SUPPLY REGSIERB APE A USTABLF EXCEPT *ERE OWERMSE SPECFIm W THE PIANS RE.BN DOOPS sxAu"BE�uNCEPWT 1- m'E TIE "Ns"D ELWR raP I¢T1PN ABt ANO/ER • 1m dH 1 RE90mTP1 APPIIGTWS PESm00Y VENT FANS SHPIl PRONOE `A CN l CW—a& APPUCATONS R6WcXN1 VENT FNHS SNAIL PRONCE T5 CN S MW AT FANS 9U BE DU= TO WE EXIERIOR Of WE BUBDINC. HVAC EOUDNENT SHALL BE EOUD9ED WTI WTSce TRE91 AM 4YTAI¢(S x CLOOSETNANO/OR URWAI, MMCH V A ISµ OR TFR. T11CFM 505 "" 'T To SE INST ON-SITETABY O1MR5. 1. A SERNCE RECEPTACLE SHALL SE INSTALLED "N 25' OF WE HVAC EO ENT NMT). THIS ISOT) RECEPtACE IS REg1WED To BE NSTALm c00NNEST si i — BE oERI NSST� AS AEQUREo W UT ENECWM OTTER APPLICABLE cows} ON -SIT[ BY AN WtllFTm ELECTPo co,4 CR MECHANICAL. NOTES: (CONTINUED): ALL WCIS AND WCT STSIEL CWPONLRB INSTALLED BI RHE ATTIC AREA /®} MM INSULATON, 91NL HA4E A MMYUY R-VALUE aF R-S0. eF n2DeNtnw4 M, — w1UYW R-V.LLUETO�F EPD-60 tlt .ISIXAII➢�Nt➢ BY WE R ENERGY WOE le ALL HVAC 001PONENTs BIwT ON -SITE, STWL SE MSTA W BY A UCEN— HVAC CIRRMCTCL t. ANY AUt HANDER RENRN AIR coupm VENTS SHALL BE R. SmIPPm AND SEAHm R A ANC] "' THE TBC. ON-9T: BY OTHERS I. SON] BVI... MAY REWIRE WCT MXB( TD BE DISTAII m AND/OR t CoV ERT AC 0GS THE YA1WG WVE AFBAIB) OP 1 1 —1, IT IB THE (� RESPDNSIBNTy CP THE WSTALLATW CW ACTOR TD NSURE THAT TNG Y,OnK IS CO NU E SENSE THE BUMRG Is CLoSiD-UP AND m. MURK CANNOT EASILY BE CCNP—T. a T. PACTCHY BOLT RIEPLACS BHSTALm N ACNGANCE tl o TACroHY SMT TBERACS SHALL D>tIPLY Wm UL-t2T. -;"• A MANUAL J AND A MANUAL 5 FORM ARE EA TO BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE TO NSURPROPER 'QQUUIPMENT SIZING [ON -SITE, U41Pl WHFlY WSrLAl1JED,FWEP 51A[E WALL WITH •"" ANY REOUIREO TESTING (BLOWER DOOR IAC WOW COMPLY ANBNR DUCT TIGHTNESS) SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE [ON -SITE, BY OTHERS]. MINIMUM REQUIRED EQUIPMENT SPECS: ❑❑❑❑ ,ALL. CLIMATE ZONES: ❑❑■❑ (/�O( T G ERCY C L E MS1Nlm I. SPRODv ❑„❑ ,...,`/ aAE 1DDMSTiiEAnNDWOl8i0 [D�11((�YpIT�TUT CAToN %-AUENFROY ❑❑❑❑ I ENGNC RWG iDR NFdTNG AND COCBHC AND/OR � CALCUUTDNS - ATTACHUMTS) YAY RF%T M AN UNBAUNCm SVBRL. A YAMIAL-- —S ME BEM= TO BE CGPIEIm BY A OCGSEa XVAC CCNRIACIpt DN2 NNE WLBD10 G FGTZ oNrtTE TO MSURE \ yp\ THAT NNE AC/1ffATINS EWIPIBNT G PRBPEILY SIIm (1HLS Is �MBBm V� ♦ 1 0 AND IS DN-BILE. BY OTO'AB -NOT JACeBffN HWESy. 1. GO55-DYER Q]NNECRQIB (.AM FRESH Aw DRAM AEm FNY EE= ♦ . G E N $'. M Tons D*1G1 nGnrus eEoxm Door ElL) sNAL eE ownxrtn a-sHD ♦♦ BY OTHERS. BY WALDIm PmSCDT1 ; ? V :0 \ (.`••.•• o 63602 (This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ^MEP-3450 " no D MCP -]LAG DD © 7/terlD20 (WIDTH) (HEIGHT) (HEIGHT)(UBA) * RAFTERS 16" O.C. (NEIGIITI bLaSalleBristol Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: P ma3P10V20uy o� —_ �_ NO mPyFF CARTER tV P�yD4 manJ,•i•�ixear'.Puui RAF1T5 tl/ A11 rH�A 1ES AnDI NOLeNO ALL ANt RENOONS 0.Nlt CXECIGD: LT. DATEt aRI 10 OF 15 WEG EP D DWS1 tTe 1tFN Moom. YCG-ta0a I AtmAw ltevc[m rFOdARvt AxY Ns. etmN4 �¢ m om�uvd w ➢•s vAaAtY. m ANv v ra mn1xlR a0G••tm nvaM A meCLY R+amtm T At[msN IATrs Axo wY C vYNF4. TRY mG.mm ro tK AE®pr FOA mrAPe Wlsnvs Gar ANo suu xvr eE aceom. OYTA m a11m155E WTRaOI!On FTm/m t•sR®uIm to RnmD Fw Nrc FtAaosE tnxvrt oorEa renw umvRAnw mal .u®3x Nu¢i tm outo9 rAauz um uL 119 awmtrs N¢ ra DmY9K NmarrV YOeeml Na¢ NL RDm r¢mMm. lamas am moron ® AOTO . a•m�I 1lOLl sN[rt NNmOE FIAI®A ALL AVNtF P✓91•@ WARMNG: l— CAMON: A 11111 ZI , 'L ITAY Z7 DETAILS I THROUGH 3 ONLY APPLY WHEN A HINGED TRUSS SYSTEM IS INSTALLED ON THE STRUCTURE. HINGED TRUSS SYSTEMS ARE OPTIONAL. 0 0 0 0 RIMEIM I ROOM I P �= M ON 09" SCALE: 114- . 1'4' xLI� Z1 1-11 LINNS) C0111—IN(S) 1AT111 L Nl(I) COINE—IN[RI FLOOR 1 —1 Isommic-offAL sicnoh MAIL SCALE: N.T.S. -NT-S- DESIGNED WITH SIPF WM13ER sHMWAU. DESIGN SPECIFICATIONS AT1111 --- — 'AR —I �l —AR NOTES FOR TABLE-111-11 """Ll 11-1 1111 1 ALL III AT IIDI 11 IAI �sx —D I A— OR A=%'D`.TZL OR A� =— All 1 0.10 T. CO. 11 1111 1 *1 L111 T.I.A.-. 1­0 :LI9`TO RA.—l- TAIII TAI Z�L: �L= ARIT-11111 ol� 1� SCALE: N.T.S. —OlO T—I 0-1 .. ........ I. .— Swn0N 01" SCALE: TAR . 1'-0" S9MON JD9WR item has been digitally signed and sealed by Michael G Tomko, Dn 3/9/2020 - - p signed and ?d and the signature must be verified on any lectronic copies ROO OR ON OKA. SCALE: N.T.S. A A,.,. ATIIG LINlIll DRY-INI—SHING 7 IOU VEW SCALE. N.T.S. 51-504 TO FAST—O TO OOUILl ­0 IA) OR I_ AT IALL R-11-ROAT—O. LIR LI. ear 1111TI (IIll 11— 11R 111IT II 1IT—1 I-Al1 IRA — I -Al— FASTENINO TO —STS ,ACT_ NSTALL,,l SUDS/M V*WS sCAUE: N.T.S. AREA RESERVED FOR UsnNG AGENCY APPROVAL STAMPS: PROVeo 3-10-20 NO yFN C RTER 00­ 11 1 "L1111A Rl' 63802 SFM 11 OF is MODEL: moo ieoa ElOn❑ FLOOR PIAN sHMRWALL WALUAIION: I A. -- -------- 014IFF] 007-1 0- 1 1 A-P .A..- Al- ... I JACOSSW "0' xanre_Prax AF 01 HOMES .1K R M.. . 1. ­.-LO ­O­WA11 I-- I 1 00 .111 IPOT WALL I . . . . . . - - - - - - - - - - - - - - - - - - WALL R: WAll 0 TOTAL I— -11 T-1 --I ­ I ­T ­T 1A11 ALL � I This item has been digitally signed and ­T-­ 01 OT =11 _1 1: ._'ON T1.11 o 'ITT 1-n -P.-I ­11 sealed by Michael G Tomko, P.E. On L-O I L.A 5 11 WALL. I 11PT ­0 LOAOI, 10.- .1 W-1 1OOT I'll "011 1*11 0 1 P, L-PO 3 9 2020 document are not P.-O. Printed copies of this OPL_ OPL_ ;�n.l I.. 1P considered signed P' MOT Ei P.- 1-0 21.1 1.U.- -1 101 and sealed and the WALL 3' 4� 0. I.T.1 TI-T-1 I 1- 1­1 "IT I.T­ IO-T-1 ­1 signature must be verified on any T ".T 0-11 .. . ... . ­T .T,,e,., ... ;:T..", OT electronic copies I - TOTAL IOM-1. I EIA_0�! 2 0115--CIALI 1e I- OWI L.A. 11 I—_ TO-L 1IPOT..11P1,1L1 I IS O"TO .1 �.�..12 T. 011 -EVIDED I ­­ WALL 1- 0 __ . , , I ... _O' P.0 TOTAL L­1. .1 1­1 0 '00"' WLL -111: 0 1- W-L1- P -^T.I., :-A pl-UTIS TOT L LO.. _1 L,. TOTAL ­.T. .1 OAPW LL 1001 IT fill WALL s: VIM 6:­1- W-L W^1L "IT:"lxrex,on "1 1*1: 0 I.PT rorAL LeNoix Or WALL 'L 0 TOIL _1.OT_D1P'1ALL' ..0.LOAI 11 ­11. TP-1 LIP.1 1.* 1111 1 T. P.U.O 0 I LL 1, TOTAL .1 ­1! IP11 4-1 I-L LOA L.A. L.I. TO L.A..; 0' I-D 'IfTj,! LIA11, I IOU= OP.- _T. I Zl'-L 111T 10­ L.- ffil WALL 71 WALL - - - - - - - - - - - - P.T­: 1 1.. IOTIL -1-1 sow. ore 00. WALL I- '^LL TIAL L1111" 0" W^1L ­0 POU­ 1­ ­111 11 WALL. 1 11 WALI TO-1 L-T. or WALLI -T L. LO.- Ol -IL 1OOT I : T� 011 TOT Ea,ITOAL'_*.ATV.�00� .I L 0 ew�z0 _OT T.1AL 'OOT RAPER TO OTHER DETAILS FOR SHEAJLWAM SHEATHNG / PUP MU JACOOSON DEW] HOMES EAFF-1 600 PACKARD COUPT, SAFETY HARBOR,FL 34695 E]EIFT-1 727-726-1138 0 SHMWAU N N A 57.1 PSI DESIGN SPECS: c -145 PSF c 1. IS, I.. PLI ILI PLI 111AI 1­1 P .-T-­ ..­ 1I ..-... 1: 271 PLI �an..11A... P3 V% 2 Doran.0 '7' "P'x V.11 ;U11­1.) .... ... ... (V..dl ALL_ , ... ..... wa aAEow Dal ­.. POP -1715 �, P­ WALL, P_ .11. P.I .I - P_ IexO .-e CF WALL) 1: P:I 111 c. _ " , .1.TD. .ONe .' o -WILL) o. 10 PSP - ZONE of ROOF) STATE OF FLORIDA - • 201ZIC --haq 2014 NEC O U !G"." A M , HE S 2017 MC 2017 FRC AREA RESERVED FOR UST[NG AGENCY APPROVAL STAMPS. PROVE-D 3-10-20 NO UZI V a 4RTER S' C ... L" 7 PLIIIII 111, l-, I - avunow DALE: a/LSOao -T 12 Of 15 %VIC' 1111*11* D MYS, P. MODULI I -C.- _.O. _1� - nAwOr. - ALL - - W amZ WE K V iww`-' pg U _m'y p w '4' aV• e"2 'A °a waQx gs z o V j�g$ W C fG w aG Q 1a-Wy z7a fx.oC w�4�caQ la6e 2. wKQ= 6 Z N IS W m _awzw 3• 1gg1¢@� E � a '-I�a oa41mm€ �5g N i a=W ER BE p z a.z ['n3zoa 5�?8 3 F yaw ,axA D­0Fa� g o jar 3ca 52 zoo zo<�QIw g3� �wE LL A: K O N zqa V Ll W 6 O N ma LL Q i s a n e 3 _ � h a _ BE •€@lla Jow 112 Big 3 v MUM. WINEc 3 F'xF"z°a lqu _o 3 zz Fe~F3�" IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. '"" ` We 505M= 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. � " ° w ""°'1U"°T °11Ne°T BE MOVED ONOE °° «E 11T ITT t ° N ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REWIRED ° LaEUSE THE TABLE BELOW FOR REWIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: _ Oq fMEIiIOR WA... ❑ : • O DwGN Pvg=aws, o 24s lF 6RAV-n LOAD I %% 3)5 PlF DPIIFT LOAD pax .xu. �°x exec v MOD-1803 O Mwnrvfi wAls_ 170 M - pAt (Uiiipls�43D PLF GRAVITY�JROMD 555 PLF°°IRI = J0 FEETO MATINfi OPENING: �°x zxe•nANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY 06 PLF GRAY-n IOAO [rOSELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE Op --Ll1AO LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRULTURE. 0 O ly �`Ai K �z �R°1i m 7 o KLa a l7 im z°Forc 1 - O 5 Be O .1 - W �? B. o�w `9� u, mwu JU gR� aoo d o o J Z Nat [a21.A 3 �DE q WaFa 3$ = Z 3 W f W O R 2 I aLLa 3 i d BEmQHH rD W W K NFj LL OF W LL � C rc �rl; B.a N m¢ Wd'0f°� FY1 god fLL-a.0 O Oavmwmuw-..wme. wu V / °uiw..e IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. �1 �2 1=� �•• $�� FNR+DAnIW O THE REVIEW OD�A RDVAL OF TWS FDUNMno FLAN IS SUBJLT.T TD TID: WC AL BUILDING DEPARTMENT HAVING JURISDMTM juKPLl1MDINfi°AwD A[ DROPS z ,Cr' MDYIMLDR FROM ANY FLADfl lL6E u' O .1 u . °xxexe° an nve° er a coezex x°uee. I ONAL LOADS REQUIRED AT COLUMN LOCATIONS OFF -FRAME FOUNDATION LOADS AD D Tl (D rxmn4a wnu, MOD-TBO9 DPLF 6RAV-n LOAD 36O PLF DPLIFT tflwD 1701PH - wt DDINR) R MAnrvfi wpu: F7 0 92O LF - LOAD - 3D IRI = sl FEET —LI L 53O PlF UPLIFT TOAD ANY ATTACHMENTS TO THIS STRUCTURE SHALL HE COMPLETELY O MATING OPENINfi: SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE S95 PLF 61LAVfn LOAD LDAnzA AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. gi A�Rf 5°� 2hQ ��e989� Wc�iW=e� ze5 j~"z6 sB "�R'_>" 9Re"� sa9as6;= SAFETY: WARNING: CAUTION: FOUNDATION SM PREPARATION / FOUNDATION: -ak - _z7. TRIUViM PROTECTION: w.aw�.• INS. . . . . . . . . . . . . . . . 0 9 1 h I I MLI 0•.1 ff F, 1 i I I I I 1 0 11 Of I 11 711 7 �.. D000©o0�000©00 0:. 0 muumuu= 0nuun 0 . M D000©o00000©00 0 0 Laoo ©000000©oo a o J ❑❑❑❑ ❑❑■❑ ❑,1I ❑ ❑❑❑❑ DIRE' aleTaaaD 13 OF 15 wM DE115: MODLLI M°° — C°mx°xT O foa0. .umuw xwR4 eMeiT xum°4 xepW AL p°xn 4eaeaveD. FLELD OR PON ""'" CIIIN MAN— ITAIIII DE—N L .. I I.' INI—I .—.ED DO .. I'llFKL P ELDAN L. I­ Ep' 1' niTl _MMMUM MMLE TIP 1­1 , I _ I ill. I'll — O' IF —OD 1 N - I .111A U LAPISTUCI—AR11. ITYPJ eg " To NOT' AT gFm DALL 111111TI OTHO 011111 1 AND IrvITALLEDI I, OTIl., THIRD P­ .IN ITHIN A 1-1. L1IT1 TI—IGVEITITUT11 11 I%1UN_1'LFLANGL1 . ........ ......... HOT E,ceeDE,. P�. I L*�L�.N�� L—I THE .'=- DON' I L-1 ALL CALlP O—LE lEIlGl IODI AIILI. 11111111D. 47 " IAIILIS 11QU1111 I _pip IED TVITINN T111 P-1 All BASED 'N NVIO F_ I , D I., IF, .1 .—MENT. AM —1-I 1-11H. 1. M11 PEFOHITIR RAI A.. ON El D Ml AN -PI N­ TOP RV DRO VEITILAT111 PRO111D FOR IIPEI 11. 01 R111 — — — — — — — — — — — — :..,T UIPE. T A NEAR V11-1 — — — — — — — — — — — — — — — — — — VpR = P_ ED 1 0 MI. 11 10 RQDI VEIII 1— ITITAL RM .0.11 —ES IIONT 4 ROAR ONANGS AND 1101 V-1 1111 ­11 IILOM — -- — -- — — — — — — * MOO-1803 T", atoss-SEMON \\�4 SCALE: NTS Ii , /— VOT m, = cLAss;g-- 19112' C55 OR L;ZOO� 'L .. 0,OMN,PIOF ELDITZA1 mFl Z� AT I COL1.1 L-11' `ILATTCA�1DL'UE.D I i =L1 I �i i—LI I =1fjj­D III——I-IAADAN _AP, AND AN—IIH. -T- ARE D""HID AND 'H$T ED IT 0-1. ALT—ATE IOUMATLIM I', MAY I, UTUZED ANTI DE516NED 5Y A R-5—ED I'D ... N"Al 2N,,ea, TO P_oE eDVAL 11 11 11 I1PI1IT All LOAD TNA .... ,.A T E y P,.,,l RTNUCTNN, _T ALIOD ­T 11DTNI � III 1PII111D FLOOR I— Ill M.T _N. 1 1. A NOT ..I D I, 1—IN �l T—AL DIIILO lIDE N", 11- 11­, — 1 11- 111LUIED1 LDOF SY—M IQUARE POP— D. I VAPDI 5AIR-1 Boo t79 - F1 T­ INHMID VENT MOTAL UIPE1 I L-11 TOTAL LINE' PENT I —ALLY P—ED D.M. 11 - N11-11 ­111 AID 11ITQ "I IPP.1. R-AN1,1.1.T I Up, DO I MI. 11 1 VENTS REND 1-1 FOR ... E, M111MI. U1111 — 11111leD I— OF THE TOT- I �­ IT. N" R-I I TOTAL L.11N VENT ­LLY PR111111 OICLOees OwwxOs AxG IAIIII IR—DID O MINE— LOIel VIRT I11U1leO 111% 11 THE 1.4 11 FT.. I.TALF aw Vl ... NF.D ROTA' FOR D"I ... C, ROOF VIEW CALC AV — SCALE: NIS NoTlEs: A-11 A-1.1 D FOR HOU""T"N $7CIFICE, DeFel TO ­E I.L1DATL.N FLAN DESNIIED AND EN11NEEEo N, oT.,RE. 4. ALL FASTENEN9 14TO TREATED LUMEER SHALI Ol IPP—ED ,,, ,,TALLAT1,N INTO TNeAEo __ 5. 1111 THE AREA IENEATH THE BUILDING11TI—IF 11 1ICLO! 63802 INT11-1 FOR LINEN 1 1111 11=E. _T .AER DHA:1, I EAVE _T INDIT A N_ .1ENIAM. ON I It TOTAL INI—I IIAIII. 2-5, AND R.11 VENTS FROM —ON M—M IT ­- sari. — : "". 'l— "". " - - ". .' I "'. "' ""' l"' . ... ... E' C>- :A A-111D IT—RAL PARR GE III WALL CINSTP 11 ONAALL AM OACE ON" 0— _CAL P14 SCALE: NIS D ti _ORDOPA A11 TICI 11 N __H. DATT - ,I — _Ij ­ FLOOR —STS "Pl­ ­.AAD _�­ANRALL --ND INIONNA-1: 11. A IF rvT EN D NVAI secnOM THE FDINDAT111 IYITEI 'NALL E ...... D 'T D"" TO lUP—T AN—1 ACCOMMODATE ALL D"... LM, AID DEAD '.ADD " I MAY ­M1 IN — THO HORIZONTAL AND VENTI— MOI1 THE T"Do" 5T5TFl 'n'ID" ATT NO ""SCELY TO THE IALL 1­9 AT EAl OF I CH f .1FAR D.E T O"'TLY To FOUNDATIOWGN I To TRARSFER AIIQIAIE LOAD ALL IOUIDATNO, "STE., A x L 5e ESDADAl-leT 11 N111ITIM11 P11-1111AL 1111"Ell 111;11TI. IT THERE, .NLE.D NOTED __E . THE AIPNOMO P­ ll;Fll,l IiL EMFM_L.t"1"R.'11U­TL` =_L'AM TH E ;LA DO DNOTR IIALL 11 L—ID .11VE A 1111D II—R—EAl 11 THI IRA- 7-- - FORNIETER ILOOKIND 19 L — AT TeT ens T ALL ALL T11-DDAN 11RAP1 NO =1 THANT4 M ITS e. I Al 1111 1 "ZOD WHEN DENONEO Dy A REGIG'"D 1111MIEN TO P_D, tMAL OR 57"ER 5UPPORT AN AD T A`3F2N FOR THE Spe_,C _1W NO t, ;T—D ALL "'IAT"' GY'T .. . ALL 11 111IN11T. IT AN ANHTTECT DR -ITENED I � Ey O.L PROVED IINLDNN' IAIIA"' "'IT I I... All T U ED . THE OF THE AT THE 'A.T.IY, TXEF.RE, ,.U=l D_T_ I — FEARING. ALL, FOINDATIOI DESIGNS All DY OT11RI. ­1 FRA.F I— THR FACTONT�­FONTA.­ C­N,1,RT1,SE I I,ITAUC .-D-1.. VE, T.F, THE —1—H RE DUN, HDR 11A.1 11- THI IACTIRI TRAII—TA—I CA-IR L'IT ATTACHED To THE E_Ul, AND N, UTILIZED AS A ST"TU '"OH" ,L .. $,I .. Allel 1��NIATA­1004F .1 THE L.L.—NETNU—Il. CONSTRUMON SPEORCAMONS: T=­ .—D 11-1H MNI' ir R ED Z NO— ED o lL o L z _1• 0 o LL �ALO®OL "T �14 I'M - I I A I I AM RESERVED FOR UMNG AGENCY APPROVAL SIAM; 1 nNo wo- o 1 l14 OF 15 mc. ms, -.1. moM - ® DO., —M — — — DaIw% — __ — UN—. No HUNG IIIIIIED TO TIAIS WITH NIN ��oesto SPICID • IS O.c. BCOL f0.5 P>F �aLYIYG[�Dr�T'RUS SES r w� FLTWOOD aHEATIWO R[OO WDMSH:LTAL RODP I, owN �N R— 0 , TI.S.Isl s�TO N x TOP �en �xS W Ice s®FNc Flnaog5 GLr III' '.e (� IF710YEDmLFFERE NSfAILIRR✓)'�nc.n nL„n ° opR—, IS , .,n sP.De UN... ALLLALCS CONTAIN IN THIS PAc I wxe BAsep ON THE MAz. ALLOww>LE DESIGN R , SPICIIieO. "1 a On mB suvenannueTunea smucrurtu cOxvOnenrs u.0 srarexB neunx0 rHene HAxce xnA ROOI PERIMETER RAIL PLC 1T1 a NeLO neavOxa�>Le on j��\ ---- ` EstGN sOM pR Tov ,wm RR�D'IE UPPER m M pvLOw�LB HP_ u�P�I�R�p. RHODE SEA. -Pa vexn eo VnxOonr xSO o TOTAL Porz —E) ----------------- Oxsraucnox w.xu aB o H M"pRV' W_,ittiN OxJgB ^- wxeae Reem xe, SD. PT TOTAL Ixc UDBS OFRONT BIIUII TReAN —NIS AND 1.1 IExTs FROM OALOULAnON BELvwI vP 9NINCLE ROOF ITYPJIII _________________ y�W �Odjlgw�p YR'�� 5R'LAFIRE �xOCi<ss A: <[ILtuO evAnv ' GJOD 4�tR�' >iesi'cLAss l; III— DUSULATVN TIIICAL TRUES ATs-ural> DP slmm�nl TwBi Ara HINGED OR FIXI—TED c — i>IN o e> ys H; Oq PELT DR LOIIAy IxT. wALLavArev —BUT A LUCAn°N MAr vA exri ED IIRINT L NEAR O—HAIIII /�_ � —T.D SOFFIT RY __ O ---------_ 1,17 Ga IT. TOTAL RNOWDES OHAxe , e e , AND ROOF veNTG FROM OALDU-1 aeLOW, O.T. S.BATHIND . I SUIT. •Lowell °HANG L DI vBNT PRov�O o SUIT. • LDwER vExrS FRovloeo Bi - o NDM OF so Soex. ROOF vexTS Ree'D (TOTAL FOR HDMEI s Av s ` ---- ---- ---- ---------------- 1 ISEe APPreovEe STreccrURAL PACR.GE FOR HALL wxsr. nPLIA ENTLRED IIV GTPSOM (TIP.— 1IRT WIDTH v s IseA—AL I-R o°,en Js o si R WALL III A —.. PLATY. neI.FP.eiDer OTHERS FORIF .,BPINSTALLLAID.° .—AIT —UTATIDI tWI °°vale x i (III-FRAMIU PERINETEI WATBO until i�=HJPIoo: ecr°oa MOO-1803 SCALE: NTS No 63002 AM SPACE MAX �fffff1111111 � R tltl� WP N NNMN ,s secrlex FOR cure�n — — — — A TOP ® z v N � �eOPEN(10 ewuP1LM� °RL ��� SALE I IN. uUL SEETUNQ TYPICAL SILL FOR oxsTRUDnex IADnADe .1 APA DR .U.-O laeD �� SP OL— 110 r 3 N � L IT— 0 is O.C. MPJ I C�PROOULTR�OVAL MI1eflWfP.N B/Y 6HGTNDIO ®neon SE FRWUCI /PPAOYAL * %IS REgLHD °R OA sH x Rev F aaiseoi Al ni . e o op u'ArocH o`eA>r WALL x Glwc L IEITIONA O T O lBi OTx IIIIII ToSUPPORT THA o A �' $� Buuv.w IsOl zaamu u Ix -PVIT I UAUI Ro cuss d x011irPlcnil uxelsl. PLDOR DecT WALL STID3 ATEACH ENDeACH_ DED ATe o = BIN 1ATI L PILI mPJ _ 'o sPF wFF-FRAMeI PER�xer ex 1IRAWALLI FLOOR JOISTS ryiPICA0 TRANSFER LOAD.c AN IMF S No ...EN_._, li OTHERS, cr UP 3 .. {¢; — A FLUOR oI151OaaeoTRLOAVnmuLALL EI.sAL LDAs noex-s1TBr ITHees i . \ �P SB EN IS NA IAL E, $ _ L[• BOARD rtiPJ Z Access FOR ssp-IN see c0 _ Q euovAB v Trev m R :Pr°pie oxiri ,L DRADe I RW I 1, H32" 3 =2" f0 n 3 T U L••` HE smew.0 mw o j TWIT WmTHS vAR., SEE APPAI-D FLOOR PLAN III SPECIFIC UNIT wlDTw L e —WN As I -CAL DOLT. WIDE zao•, xc-o^ zI-..[ , III— L III— �N.L—DI Gm' >Oo jT-1% ax a —Z'T^G TOTAL UPIER VENT >OO zr[ ACTUALLY 11111110! x„ s0 IT. TOTAL IIIUIRED — ITITAL UFFER a LOWERI . Iwcwves DHxGs AN AD v[NTI TI E. PPEF INITS Reese DOTAL FOR HOME, I UPPER MIxINUM U O I DtFFeRER IENZReee x AUTA I OROO O ' se. FT. ITOT�LRE B IENT TOTAL Lowell veNT ACT— PROVIDED. 11 RNO.UE. OHAxGs AxO ewvesl vIOeO sOlr. L0 11,1.T I VENTS REO'D RITAL FOR HOME) NIxIMUM ED 150, DI THE TorAL! L Iio*nL ReYosvON>•LOWERIROOPASS DIFFIRE ,0— �� RCt®F vow CALC �T5 SCALE: NTs NOTES: WITH ASTM 1-55 D5 NEI IININUM). P P Os,N a FOUNDATION PLANOTHERS DES'.Ng AN. IHIINNIEF- BY R iFOU= vx BEARING. ALL FDunoArN oes ins°ARe Br oTHeres. upe THISUIETS MINIMUMTHB ReeeR TOAwxovEO CONSTRUCT—PwcRwse:eernas FOR IAsrexw0 ION 3'� ROOF SE711c,(''E.AI[71 NG RLYISIOIts PIS NIS Q BY DATs PR wxIlRwMeeuxNT, B...... RO. THE STRU RE DURING rNO QaQ OF THE 5IRLowa orsTRuuRe. ALLATON ANY WARRANTY OFFERED OR IMPLIED ST IIIIIIeN HO es CONSTRUCTION SPOORCATIONST AREA RESERVED FOR LISTING AGENCYAPPROVAL STAMPS: PPPROVEO An _ 3_10-20 ,m No DRAWN: 0.Wx CIAO®: RLr. DATE: SOLE: >na . F-pn sxEEr: is Of is WEG e..... D Dws: III MPH MODEL wmvaNT 8 i0xq JAwB0e0 NOMee, >AI"BTT HAMOR PLOnmh All nI0HT0 FeYRV[D. Wind Equivalency 8 �3-10-20 Vult = 170 mph MRH = 30 feet �� CARTER P50 Exposure = D Pult = WL = Vult, * 1.66 * C Pult = WL = 28900 * 1.66 * C Pult = WL = 47974 C Pasd = Pult * 0.6 Pasd = 47974 C * 0.6 Pasd = 28784.4 C Vasd = MRH = 30 feet Exposure = C Vasd = sgrt ( Pasd / 1.4 ) Vasd = sgrt ( 28784.4 C / 1.4 ) Vasd = sgrt ( 20560.2857 C ) Vasd = 143.39 mph Construction - use design of Vasd = 150 mph MRH = 30 feet Exposure = C for the equivalent - Vult = 170 mph MRH = 30 feet Exposure = D Oor&ox Ralsq ;S-Mwy RDR WSW$, C4VlrW tOl,n 12, 2019 Dmleh=- mootaft PdA poft ml 358 Safoty,KubOq RE: M36OKUM UndatbIOD k"-ft"Wm D&x, SoPIOMMr M M2 WatbOUNIVULU 6,5; hk bb6n ipm,od wdogw mAdaawed swwb* iftan% as W&td.ed . Qkhw Petty' . AwLy ii a ciAnkr.1ge It4 vq.?�cstL- Ond h#5p VIK Ptity TW DLr b'ttm&d% —V" A =ke ww"Otd motftrir4 vMS at feW OrAb tgKytd. y6u awm qdrqs�vg aum tQ)W 6%mfutwbu facky &W C" to rem" V&z evAntiM JS oprived tr fta yers'(MM Widft-YOU WO rtftf4 6 fP.A�bl rO(U be . Cma.4genomtad by the BdS[ v4u tidy cc: Wbqn Vlo7Er Cko kw.AWc� I!e. MCP-3450 MCP-3450 ULTIMATE Design Wind Speed: 170 mph Wind Exposure Category: D Mean Roof Height: 30 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: Category/ Subcategory Manufacturer Product Description FL Product Approval Number(s) 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT FL 15341.3-R7 Swinging Dunbarton Corp. 6 Panel In -swing or Outswing- IMPACT FL 15341.3-R7 Swinging leld-Wen Single or Double - Outswing - IMPACT FL 14569.1-R9 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-R2 Swinging Dunbarton Corp. In -swing Exterior Door - Oval FL 15362.1-R2 Swinging Dunbarton Corp. In -swing Exterior Door- 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door FI 15326.9-R2 B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL32519.2-R4 C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT FL 14850.1-113 French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT FL 14850.1-R3 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) FL8153.1-R8 Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) FL5823.4 - R8 Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) FL8153.4-R8 Single Hung Custom Windows, Inc. 8100-SH IMPACT Resistant- Low E (-70) FL5823.2- R8 2017 CODE VERSION March 4, 2020 Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES SECTION 553.800)(d), F5, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN KAN SPIEC'S & ORAVANG III REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION 'CS'R, ATTESTS USTINGAGIN" ofisw F THAT THE PLANS HAVE BEEN REVIEWED 6 THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE F5C. APPROVAU RACMIC"LUMBING CONNKIIONS: GgNSIAL N07IS: w==- - ATTENTION LOCAL 13U"ING 09fli Be. -LNG A ­­- .- FOR TESTING . 111.1-N RE-- Z IT IS T HE ............ Y Or THE "'T"T 11"TIAIT11 TO INIIII ':." T11 I FT11111 =11AII-1. Al"111 ALI. I ITLI.IAIY C.111R C I .-ILIANO. TO ALL APPLICABLE CODES AN. "OPS.. F.. OP ..... E'TA' IlLTILL1.1.1.1 THE END , lm P11 I FIT ANY 111PI-111 FOR A COMPLETE INSTAILATI.. ALL SITE INSTALLED ITEMS ARE SUBJECT P _. .US I... AN, TO APPROVAL BY THE L,_ OBTAIN A' "­�l LPCAL"L�'TF`. ITY".AT ALL CODE COMPLIANCE FOR ANY SITE INSTALLED SITE PREPARATION / FOUNOATION: PE.IUPeD A'leilI AND ALL AIPLI.ILIAL FT�11�EAII.DITPITHTD 11lT1Y ITE I B THE SOL, AND _UO'D 11 A111 THE RI-11111" OF T ' PLO= D B-I.."BLY .1 THE C C N - P AN PES'll-ILITY .1 T.B T.P LO Pe N N DDS B" APPOP-11A.. `D.N`1`AT,.N`. ...... T . ...... T . .... 1. ALL LOTS 11�11TERIA :IT",.11AT"Al,.ANU HALLlIe -Ale. SO - 1, T.1 FLDIUOA De-1- OIINTPAC� S111S MAY ­11OT THE WMIPA­ SITE INSTALLATION 1111-ATION WIT- THIS A-1- PA -Ale. I. IIi IIESPONSIBLE 1 1­1 AIIIUITAILI III WALLS TO DIUMN _ A a TIlG S ... US. 11-DURES. All AD DOE ITIM torsoTHE-1, ALL D­. Ve-TATIcil, DICANIC ATT11 UNSTABLE POIL *1 ALL 1111 111 =7ACH T�e U'D.R APB1 SIM INSTilILM IsucHAl ALL ... ..... 11HIR _111 ITIIIALH"' L. I PBR..N A L .. B ALL FOREIGN _ECTS. BY P.M T B PO N , LL _ FLOND E" -1 1l -11. "ALL 11 1-1 11LOW I T CID"IA"' "AMPLEILOTNI S"ALLIL"�11 ALL IN1111IV1 -1A .1 T.B I.CT-1 Al BLL A. - B-1. - ENcATF TFE ABO: _TIGN ZL 1. ' I AL'1' T SIT _ADI-11L lP PMB, . E.=E Z.-;=- Z T-DOI.. AND Al--l. NYBTE... PON ­1 Tel FEET OF l­ AMBA -1- == ._ULATC SOLNN ANY B = BUIr- � N nT , IT T IT11-11 ALL 11. NOT 1A1*111l -H VEI.OTTY INT-DED TO �.%INSTALLU�TIL DATEDI IN D� �N�., - ­1OP ­­­ PO`T"' CA_ AND S, _ CO .. I All OR Al -I- 111LIT III AL,=I1.ILIT,.IDD 1.1D. - PA- IINCEP BUILDINGS ­H.OT Sc _T__ BY IT 11 THE IF THE -T-11 TO V11I1Y THAT PAC. S B N. 1:A­ D­­.. AND ...- 0 e A I, All ... IAI leAll 111" T B""DID " MTA_LeD IN T.B MO.- POP ­­ IT - Be. .-ONED E. A�,�ORTA LE lYOTE.;N NE.I.. OPE= H.LLTE TO T"'.AL`LLL'e AND C-T_TED jAG.E.rN ... E. A.. ITS THIPO 111TY Al=_ I 1L11TUI1L ON .-I-IDBITION I-D L NO A ... ­ A-- ­. T.B MICHITECT AlDIOR E-INEER OF I.. ALL 11- ....... . T *111 111H THE L .. T 11�AL� ; I- - 11.1LITI PANEL I.Te.l.. TAPE, I TE.T­. E-EED 111� ..... D IN TIP Ll LAII, SHALL NOT 11 1111 11 A 11 INSTILL11 INTO A ,OR __ IT .0 .1 N DO l.D T.. CONTRACTOR su SHALL .-B A NET IPEE -EA .1 NOT L-P THAN _E ABST=1�;.' Ii'ACE IANEA ENeATH IULDIN., O,,WL INSTALLED THE Ill-CI.D. -ALL 11- - OVE IN � IL 1-Y -1- PAMU­ IS ISO-D SBL­�_ TH111 ICTAUD. AND ­D1I`.DLE.LG SiLY ONEL. _.G F - SCURS, SO 'HE "ILOIl. ' w.__I AND - - :x_L;;OADN NxeN SAL .. ATE 11 VENTILATION A' ALL"" BY MAY Be -D SLE OF BE IF IT.. A" 1'. FALL 77= 3.THE 1UH..ED P.M.D LVBL Or - L-P-1-P SP-1 SU- - A -L .-B - SHOWN, BUT A- PEZO FOR THE .1 ANY ITS. INCLUDED L�',CAT�1, =IITIA ­7TA'D1D'IO= .. ­.`Ol�:�INTII: 11, = =�­ THEY SHALL Be -ISUEPE. TO Be ..DLODCC A. PART 1'.; CPi;="1=W9GN.TXAC�% _=HD=I%TAO% AND �R VOKIR T T TO IN D O"N DOCUMENTS MI 11 Y" 1 1. 11- A EMIIOY ---- AT 'T.^TDP"1NG1_1_1'1.11TEP I PARTIAL SETS 11 ­T1.1T 11-INT1 (II-ANS, 11TEI, DETAILS All IPI­ �=N L T. NII'ALLED --e- OIL, D IL NO T ON B P� MISS 11 THEIR A" =AT�' NEP"" 7BC`_C PDT l.A All III AIAI= FIT MTH 1ACIBITIN " UND-1-P INIAOI1.-0. NOT BE OSTR ACT . TO GU_.NTP.CT.PC OR = �1. "POP C 2`N. -I., AN. .POUND LEEL UNLESS AN ... P'BU ii l R DEA11111 11TAIL 11AD" MAY AIIIAI 11 IT111 1111TI ;1, 1 IT�1.1� 1lT11S U-S.. T.-lie Sle-ED U� Ely-%'lD OF I-" G , GLS .. TRAOTDR. GLLT Be _ORDINATE. By THE CONTRACTOR G InT."�=A ­T­ Ilell-B C.-BY IIIA.l.. =:A= - FOUNDATION MOM THEI.-TIC G N.T BIST G AS 1. 11" 1 PRO 11 ITY Be ;17�: E= =11 L.A... THE F.-DATi- IIHALL Be CAP -Le .1 -i-T.N. ALL 2' =Z1y,1�L1IEA A T"T 1 .1 .B IP U AT ON .1 A le I. N P, A AZZ N. B UN-111 IT"11-1 N=T1�1_TTI"l "P ... PAI�1111i 1�0111 =.,..�ZZ WARNING: CAUTION: A I III" 11AI�DE.1"AL'L ALL ALL FLOOR ­�TS'SY THE ON SYSTB. I. ALL E 11 11ILDIN' `U­11 IAI I'D 11111AL T PON— ..... .... . _C.. TO GT ` L' DEIS L' LY THATLA-L P_0N IHE. _ALIIHED T.B BNTiiie=l­­UME N.ALL ITT T...TLY TO =.L llA MN.L' P, BP I eD citDO N D=TA ALTEAE.T.'�EM!AR TUR S I Il. NZL`,T.N NE' A .. I ' `1Y`T_"`A1YL1y1 OYST_ ANY I I "T L' ... * ED TIE LT IN ""' I.N11 y ' I�ATH. A ` 0' :�A 1111DR11 C'1,1.1L1.1I1.,1V1R1 =111 TO el -1-PLI POP ALL ,P.,P n EA 0 1 ALL BEAPNE`E '.'I = �P­DTT`.D"T` T ... A" E`Z`.=NNEL`I.1R`.'­ INSTALL" I N CIL.' Re T l.TL.AT ES PC AND _Es T"' ' I IAI BY 1111 l'1`nG`. `SICA.. OD1.RN1 NEVER .11B.11 I..T-LLAII.N =.. .774ER LOCAL S-1. -DIDR "CEPA, G­S` ­A�Y.e � PB.U=TS THE 11 1;�TIILA.11_11111 III Tl'P ALL 1111 1.- ­u_ ;, I-AS111 THE -.­NCT`.�'P ... RE PO'ER TOOLD __ E_N.ENT 'D YOU E NO DUN ED OR D THE I TAOTOP FAIL l.UiONPB­PIe -AT LAFE ­P Te-l-e. APE A-ATS .-D. TIH. IL II. O-ITY -POII AST. -TIMS 12� SILO. VM.IN -.1 AlD III- 1-T-le T . .... '" I— 1 1. ALL -MIA 1. lAT­ 11E' IN ., ALL APPLICABLe THE ... Cl- AND,., leslRexeN,s BNc�uov.UsrnTE Al.1 Tomm monicnom reADe 1. ET IN O-A-B M.ALL INE B_ IN N T.I, I _DOP SOL- - uaowc . PAT . L ICRAwL ­�'.ALT" EDN ALL T.B A A 11 Il1111=.A"1T_ 1. ILL, 11 T11 11 "I I'll IAI A-11 ,e ­T " S. P. '0.0. _ _Tl I_=,,,�Tpe, z _­Ol, DEAD , IN 0 ..UDON­T_TUN. lOP Tle FDlFD.N .1 All -UN-R.-ME THAT MAY Be EXTERIOR GLAZING pitomnom: 1111-IIINI IIERII PROTECTION 11 NOT INSTAL ED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION HOT FB.G W/ IMPACT RESISTANT WINDOWS. CS I _2 OEIND JACOSSON DVIPE] "OMM D[IFT-] • R1.1 11 3pDA.- TR ... T. E.I.. P:" P:, ­­ TNE.S Ei,.. IF, I.D. f! SO= _:: PNTI P :1.. TO" ll., I.,. P_ I.- P.11111--P, PM, '1:1 P:1 1:1 1� PS, 1: P:1 P_ '-= P:, ­:: Pill P., ­1 Ill P:,. P:1 IL., P11 -D-1 P., ­1 -P. I., POP, STATE Of n0RUFA 20, 2017 FRC to 1�3 ARIL in 2014 NEC 20' liiC 2017 FRC M THIS DMMffNO PACILAGE COMPLIES WITH THE FLORIDA MANUFACIUREC, BUILDING AM OF 1979 AND ADHERES TO THE FOLLOWING CKITIEFILK, DID. I.- ALL 5Ti.-N CONSTRUCTION TYPE V_B OCCUPANCY SFO TOTAL NUMBER OF STORIES: 170 MPH w"vepoem, N. SLATING OF ]OCTIMCIA WAM 0 ALLOWABLE FLOOR MAID 40 PSF ALLOWABLE ROOF wjw 20 PSF SEISId[C LOAD 0 JACOBSEN MANUFACTUSI13I HOMES In." vTLOCTY N 0 KILINCLICAM ZONE PLAN NO.: MCP_5450 THESE PLANS COMPLY MTH RULE 61',oG-a MR PRODUCT APPROVAL OR `IIIIIIN STATE Of FLORIDA STATUTE MUM MSED SEAL (OR ELECTRONICALLY SELUEDI SET OF BUILDING PLANS AM ON FILE IN THE TH[W PAM LISTING AGENCY'S OFFICE AS IF0KC1W BY FLORIDA FISPIL. THE MANUIAUCTUMS DATA SHEET AND TIES STATE (IMPRI INSIGNIA, SHALL DE PERMANENTLY MOUNTED, TO OR ABOUT THE ELECTRICAL PANEL (COVER). 272 HWC ING., INC. IW S. MYRIVE AVE. CLFAKWATI R 3W51i M saIILsIST DESCRIPTION PAGES) . COVER SHEET & NOTES 1 FLOOR PLAN LAYOUT 2 FLOOR PLAN OPTIONS 3 ELECTRICAL CALC'S & NOT55 4 ELECTRICAL LAYOUT 5 EXTERIOR ELEVATIONS 6 EXTERIOR ELEVATIONS 7 PLUMBING NOTES & DETAILS 8 POTABLE WATER SYSTEM DETAILS 9 TVAC SYSTEM LAYOUT 10 SHEARWALL. & SET-UP DETAILS 11 SHFARWALL CALCULATIONS 12 FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION (ON -FRAME) 14 TYPICAL CROSS-SECTION (OFF -FRAME) 15 Thll ill, has been digitally signed and sealed by Michael 1 P.E. On 3/9/2020 Printed copies ofthis document are not considered signed and sealed and the signature must be verified on any electronic copies f K:T`;F =1 JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALCIS TRUSS DETAIL(S) AREA RESERVED STING AGENCY STAMPS: 1.=T11TtS -All COMPLIANCE WIII III CONSTRUCTION CAMS FIGURED PER R301.2.1.1 - METHOD 2 -hael G Tomko _ 20.03.09 14: :53 -05'00' HIS STRUCTURE 1A NOT SEEN 11111NED OR PPR,ve, FOR -ce-, IN ,,, --ir, DESIGN ILO"71' ItDI Aolprilved O-Z - 1. �.' By SCLTr S. FRANf,',IS 76S BUILDING IS NOT A HUD 13UELOING. HURRICANE ZONES (I.E., DADE COUNTY 11 THIS BUILD- 11 IUSISCT TO IEVICW AND ­-VAL 01 THE FINE ..-SITE, OR THIS STRUCTURE RUS BEEN DESIGNN, FOR RuCtIoN OR INSTALLATION ON A $ITT BUILT PERMANENT FOUNDATION AND C ... LANCe PNTH C. _ "PC SAFETY O.De IS NOT DESIGNED TO " - "" TO Uu"W` OR IKSTAIUWI Ce. -FT".- T`ATSTA.TG A-ACTIMED SQUARE IMAGE OF SUILOING: OPBAN�D.CVE,.�I. THE .. U__N Or T.e IlTe ES DB_T. . D_ e.T I o M.d-jW "Di Iding plan . I 8311.03 SQ.Fr. 11.11FING, AREA Hbrid. U-S. No smPA2 ND SPEWS 70 sL IDES VA MPH V,11 JUITim-I T... PLANE A" DETAILS All 11111111TIAL All PROPRIETARY MATERIALS. THE CONTENTS of THIS 31.7 MPH V.Sd AII.W. SIT.- D.Dig.1 NAWNN. PAC_.. CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED THE FEET W.- 0, F USE, COPYING, DISCLOSURE, DR DISTRIBUTION OF THIS PACKAGE OR ANY Or THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED By JACOBSEN HOMES AND MAY � UNLAWFUL. THESE MATERIALS AFIEPRIIIRI.I�IUC�O.Tll 11111111T FOR 11 PURPOSES ONLY AND SHALL NOT 11 OR OTHER- WS REPRODUCED P AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT -PRE PAC"Gg AUTHORIZATION FROM JACOBSEN HOMES THIS DRAWING PACKAGE AND ALL THE CONT1H`T�5_T1'H'1TRT1% ARE THE EXCLUSIVE PROPERTY OF IACOESEN HOMES, ALL RIGHTS RESERVED. 0 COPYRIGHT 2020 63802 z 8 DAIS: S/vzoaO SHEET, I Of is WK: 0111RU MODIL.. __`=E - - - DRIPPORHY s) IPM �ADBIISIW HO­ 1UNRDY PARSDA RUIP­ ALL IDIRITS BERARRED, Wl. _.R Sm- ARE ce- OT _AS. TNRAG ENETsI B "T"T AND/OR lNODIEER OF NOT BE - FESPO.- BA - A THE FOUNDATION DESIGN OR CON- ARIVOR GONSE.- PERFOR-CE - - KII - -I- Category/ Subcategory Manufacturer Product Description FL Product Approval Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R6 Siding James Hardie CEMPLANK Siding FL 13192 - R5 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-116 Siding Style Crest Vinyl Siding FL 12231.6-114 Siding Plygen Vinyl Siding FL 24058.1 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-R3 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 18355-114 Asphalt Shingles GAF Asphalt Shingles FL 10124.1- R20 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1- R13 B Underlayment Tamko Building Products Underlayment FL 12328 - R8 Underlayment Tamko Building Products TW Underlayment FL 12328 - R8 Underlayment Johns Manville Ice & Water Guard FL 5307 - R5 Underlayment Woodland Industries 15LB Felt FL 17206 - R4 C Cements/Coatings Tamko Roof Cement FL 1960 - R10 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R9 Pass / Fail PASS- INT/END ZONES PASS- INT/END ZONES PASS- INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES Category/ FL Product Manufacturer Product Description Approval Subcategory Number(s) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R5 S. Structural Comp. A Wood Connectors Tie -down Engineering Coil Strap Local Approval Pass / Fall PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES A"1i1YdC[1j e,-?1ces Ll4 ,Oratot3r 7$671tryaa Dairy Road, Suite 100 +' Lar^o, Florlda3S777--1452 COINSYELtA'iiONTEGI'IiYCJLOi[aY� Telephone ?27547,0600Tell Free 800.335,7355 fax 71-7.54- &3 httosJhvwrveonteeh.eom, Ifilborn,Wemer, Carter: & Assoc:; Inc E-Mail: jlybli�it@11weeng,o 1627 South .Myrtle.Avenue I C earwatzr,A- 3M.d, Sample Description: Tensile. Samples 1t0:- Part#: 169328 Lot #, Date Received: 6/2112013 Date Reported.- 6/24/2013 In -Scope Test Methods: Tensile (AST-M ES) Analyst: Ronald Jackson Discussion; j Four hurricane smpsgalvanized 1-1/ 4"x.24t1x 0:035", PIN 1693291weic received to determine the tensile and yield strengths_ The straps were tested at -their full width and thickness using a Tinius Olsen LoCap tensile .fester tenth a 30;000-pound load cdil, calibration due I OP-4/13. Results: Specimen # Width ia': Thickness in Peak Load (lb - Peak Stress st Yield Load„awl Yield Strength si Elongation /d 1 1:2fi0 0.037,0 5,379 116,407 5,1.25. 1 110,931 4 2 1.242. 0;0$70 S;fiQG 12L342 5i a 110;173 4.5 3 1.249 0,0375 5,331 11%gao, $,200' i IIT.l11 4 4 1.250 0.0365 $;SI1 120a85$ 4,94$ I 105;443 10 iVTARegri;reruenls 10?'U49 .,#P 4 I 87;�QQ'111irr. burnrcme. • TNo indkatcd I@tii5ult3-ara nut mtua The n�plltoifttclatete tho.v olc,n!ii • Thi9 rer,0(i Sti4l1n41 h4`n'P19,d5�CCd„C\Sc • Tlic rpinibnstimcryrclnt{oatidkndfiez}% fj I !' /Author: Ronald Jaclaon !Frin;ip4lMaterials5ofeatisr ASNT7' TLevrl;111MT4PT-4,9037 Aacrcditalitm, Datc Wfic a ilctl, the ab4vaicst'snSrsn c(editcd hgthc American As5nai.6.fm Labomt yAcandR.1i. pan 1Tistin3F lit—AILA C-ifcata/i 1171.01 i Mc:iwi tznl Tcstin FCId—AILAC nfirnted 1171,U2 i LeeNEmraG N4nrq stm6tivaTestH1&riela—A.LACenirtcm*u 1171.03, Page 1 of 1 3-10-20 27142. Analytical Services Laboratory 7887 Bryan Dairy Road, Suite 100 Largo, Florida 33777-1452 CONSTELLATION TECHNOLOGY Telephone 727.547.0600 Toll Free 800.335.7355 Measurement • Analysis •Solution Fax 727.545.6043 http://www.contech.com Client: HWC & Associates Contact: Jim Lyons Hilborn,Wemer, Carter & Assoc., Inc E-Mail: jlyons@hwceng.com 1627 South Myrtle Avenue Clearwater, FL 33756 Sample Description: Metallic Strips (qty: 4) PO: TBD Date Received: 1/2/2019 Date Reported: 1/8/2019 Test Methods: Tensile Analyst: Katherine Flynn, David Richard Discussion: Four (4) galvanized metallic strips were received for tensile testing. Strips were tested as received, in their original dimensions. Tensile testing was completed using a Tinius Olsen LoCap universal testing machine equipped with a 30,000 lb. load cell. Results: Tahla i — Taneila Raerrlfa Sample ID Area (in2) Tensile Tensile strength. Yield load Yield - strength Elongation load (Ibs.) si (lbs.) (psi) ( /e) (1011) 1 0.0282 1,461 52,554 1,337 47,411 30 2 0.0284 1,471 51,796 1,348 47,465 28 3 0.0285 1,485 52,105 1,397 49,018 28 4' 0.0285 1,390 48,772 30 - r ensue wan tins.) ana tensue suengm tpsq were not recomea auc to a matmncaon wtm me tese sonware ounng testing. Comments: The results only relate to the sample analyzed. This report shall not be reproduced except in full, without written approval from the laboratory 4�� �_A_ /19�_ thor: Katherine Flynn, Ph.D. Approved: William E. Swartz, Ph.D. Senior Materials Scientist President/CEO Page 1 of 1 1/8/2019 Date 3-10-20 Shear Wall Trubutary Length Detremination o 3-10-20 No Interior Walls Platinum Homes - M1803 Sidewal Right Rid Endwall Sidewall Length = 40.667 ft Porch Length (Left) = 0 ft Porch Length (Right) = 0 ft Left Endwall Trib From Wall: 20.3335 ft Left Endwall Trib From Roof: 20.3335 ft Right Endwall Trib From Wall: 20,3335 ft Right Endwall Trib From Roof: 20.3335 ft G No 63802 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Wind Load Determination Worksheet o 3-10-20� MWF Low-rise building ASCE7-10 Method 2 � Wind Speed = 170 mph Roof Slope = 5 /12 -P Exposure = D 22.62 ° BARTER P55 Mean Roof Height = 30 ft Kd= 0.85 a= 11.5 K�f = 1 Z9 = 700 ft K. = 1.16 qh = 72.95 psf Building Class = Enclosed Building GCPf = 0.18 -0.18 ` Gcpi cancels -out on total building calcs Load A - End Zane of Wall 1E= 0.77 GCPf= 1.37 4E = -0.60 A = 99.89 psf Load C - Interior Zone of Wall 1 = 0.54 GCPf = 0.95 4 = -0.41 C = 69.46 psf Load B - End Zone of Roof 2E = -0.72 2E load = -52.45 3E = -0.65 3E load = -47.28 B = 0.00 psf Load D - Interior Zone of Roof 2 =-0.45421 2E load = -33.13 3 =-0.4669 3E load = -34.06 D = 0.93 psf One Story Shear Wall Wind/Seismic Analysis - No Interior Shearwalls Platinum Homes - M1803 Wind Loads MWF Wind speed = 170 mph Exposure = D Mean Roof Height = 30 It ASD coefficient = 0.6 Wind load Areas A B (psf) 59.9 0.0 A = End zone of Wall B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Building Values roof angle = 5 /12 roof angle = 22.6 ° Wall Height= 9 ft Heel Height of Truss = 4.25 in Height of Roof = 5.21 It 3-10-20 Uj C D 41.7 0.6 Sidewall Length = 40.667 ft Endwall Length = 23.33 It a = 3.00 ft 2a = 6.00 It Porch Length (Left) = 0 It Porch Length (Right) = 0 ft Left Endwall Shear Values Area of End Zone of Sidewall = 27.0 ft? /side Total Shear = 1618 Ibs Area of End Zone of Roof = 31.3 ft'/side Total Shear = 0 Ibs Area of Interior Zone of Sidewall = 64.5 ft /side Total Shear = 2688 Ibs Area of Interior Zone of Roof = 74.7 ft'/side Total Shear = 42 Ibs Total Shear Force to Endwall = 4348 lips Right Endwall Shear Values Area of End Zone of Sidewall = 27.0 ft/side Total Shear = 1618 Ibs Area of End Zone of Roof = 31.3 ftZ /side Total Shear = 0 lips Area of Interior Zone of Sidewall = 64.5 ftZ /side Total Shear = 2688 Ibs Area of Interior Zone of Roof = 74.7 ft' /side Total Shear = 42 Ibs Total Shear Force to Endwall = 4348 Ibs Sidewall Shear Values Area of End Zone of Wall = 27 ftZ /side Total Shear = 1618 Ibs Area of End Zone of Roof = 8 ft' /side Total Shear = 449 Ibs Area of Interior Zone of Wall = 25 ftZ /side Total Shear = 1062 Ibs Area of Interior Zone of Roof = 23 ftZ /side Total Shear = 955 Ibs Total Shear Force to Sidewall = 4085 Ibs No 63802 /This item has been digitally signed and sealed by Michael G Tom ko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Seismic Loads o 3-10-20 Seismic category = 8 Z SOS = 0.33Wall `Tij Ve! yFR 55 DL= 10 psf O4RTER t' P RoofoofDL = 10 psf Total W for seismic shear walls = 15247 Ibs R = 6.5 Cs= 0.06346 Fx = 967.62 Ibs F = 0 shear on endwalis = 484 Ibs/wall shear on sidewalls = 484 Ibslwall Compare Wind vs Seismic for shear walls Seismic Wind Wind with 1.4 reduction Endwall 484 4348 3105 SidewallI 484 1 4085 1 2918 Controlling factors for shear wall panels Controlling factors for Uplift/Shear Forces Endwall ----> Wind Endwall -•--> Wind Sidewall---------a Wind Sidewall --- > Wind Determination of shear wall Danel loads Shearwall Design Left Endwall Perforated or Segmented: S Endwall Length = 23.33 ft Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = 11.667 ft Length of Full Height Sheathing (2:1) = 11.667 ft C.(3.5:1)= 1 C.(2:1)= 1 Total Force (wind) = 4348 Ibs Total Force (seismic)'1.4 = 677 Ibs Load Taken to Shear Wall Segments = 373 pif Uplift Force at End of Wall = 3354 Ibs No 63002 ]This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Shearwall Design Right Endwall Perforated or Segmented: S Endwall Length = 23.33 It Wall Height= 9 ft Length of Full Height Sheathing (3.5:1) = 16.417 ft Length of Full Height Sheathing (2:1) = 16.417 ft C.(3.5:1)= 1 C.(2:1)= 1 Total Force (wind) = 4348 Ibs Total Force (seismic)'1.4 = 677 Ibs Load Taken to Shear Wall Segments = 265 plf Uplift Force at End of Wall = 2383 Ibs Shearwall Design Too Sidewall Perforated or Segmented: S Sidewall Length = 40.667 It Wall Height = 9 ft Length of Full Height Sheathing (3.5:1) = 20.09 ft Length of Full Height Sheathing (2:1) = 20.09 ft C. (3.5:1) _ Co (2:1) _ Total Force (wind) = 4085 Ibs Total Force (seismic)'1.4 = 677 Ibs Load Taken to Shear Well Segments = 203 pif Uplift Force at End of Wall = 1830 Ibs Shearwall Design Bottom Sidewall Perforated or Segmented: P Sidewall Length = 30.167 ft Wall Height = 9 ft Height of Tallest Opening = 7 ft Height Ratio = 0.77778 Length of Full Height Sheathing (3.5:1) = 21,667 ft Length of Full Height Sheathing (2:1) = 21.667 ft Percent Full Height Sheathing (3.5:1) = 72% Percent Full Height Sheathing (2:1) = 72% C. (3.5:1) = 0.69 from table In IBC/FBC C, (2:1) = 0.69 from table in IBC/FBC Total Force (wind) = 5920 Ibs Total Force (seismic)'1.4 = 982 Ibs Load Taken to Shear Wall Segments = 273 pif Uplift Force at End of Wall = 2459 Ibs This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies One Story Shear Wall Design 1 N Platinum Homes -M1803 o 3-10-20 Summary of Forces �72 Shear Walls PyFA Shearwall Required Design Left = 373 plf Shearwall Required Design Right = 265 plf Shearwall Required Design Top = 203 plf Shearwall Required Design Bottom = 273 plf Overturning Forces Racking Load Left Side = 3354 Ibs Racking Load Right Side = 2383 Ibs Racking Load Top Side = 1830 Ibs Racking Load Bottom Side = 2459 Ibs Sidewal To Right Left Endwall Ridg Bottom This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies .3 FASTEN RATED SHEATHING W/MIN.-16 GA 6TAPLE@4.O.C.— FLOOR /WALL/CEILING .0.131'n3la'NAIL@T.4T6.O.C. MAX OR2 ROWS@14,952-O.C.MAE.STAGGERED MIN. (3)-OOOSLED 112' n 0.021T' (26 ga.) n 24' STRAPSWI (10) 0.131' X l 11 ' NAILS MIN.1 FLOOR JOIST BELOW WALL (M END) a$ F 7$ 4IFY 17a IA' 4 Y-Y 41 s$ 4 V/' tg-Y 4I, Y-Y IMPIALT5 WIINDOOWS Iw W IF moo -teas BUILD ALL WALLS IOB- HIGH Y-I I/Y X-6kv-11 11-33/T IjI 3/-ll/!N$ EXPosuRED=.%U.FEET$27-TMA1EaMDDEL 3/4 3 7ITFMPH--tmb—' �1n" FW ° AR .c. alert p ■R WIR HOFL a vHFATHIN6 ... 16 4 OE�a 0•�� .soa �_E�tq; L_.gg, 16 ff$ RxH JOISTS 7-A3/( FASTvunzs rsFE D.T.1 �eza:cnencm: �juLaDov 9�tT�nDMi�2Wl� ANV ATTACHMENTS TD TH15 —IC TLIRE SHALL BE wMPLETELV SELF SUPPOHMNB ANH SHALL Nw THANSFEH m= IND21 ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. JA[OHSEN HOMES 3P$ MEP-39.50 O ,HDD�a, M NnT>1o.... 9� f�:RstD..LW ears° *Ilea: sai 4 s1P�P FAcxoovetsmuaaro TMENsvo lMFaoIR UDE o*xE TmswaueoFcasTUP Fouxasmx a 1�amm SnreMa saa Dx.aDE, a: oix T/16'RATEDSHEATHING-ONESIOEONLT O4 FLOOR/WALL/CEILING . . FASTEN RATED 3HEATHINGW/MIN. -16 GA STAPLE ($3' O.O. MAX O131'n31Y'NAIL@S.556'O.C.MAXOR2ROW3@11.11PO.C.M .STAGGERED MIN.(])-DOUBLED1113'n0D21T'(Mga.) n 24'STRAPSW/(10)0.131'XIl NABS(EAEND) MIN. 11 FLOOR JOIST _— .P� ANY ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE C PLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. ANY ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE C PLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. Dona= 0000■0 Donummum 0000©00 na= Donummum 0000 na= 00 aoo ©000000 00, OII SHEAMA„ 5T.5 PSF DESIGN SPWST B O PSF O C .lo PPSSFF wv�. J Ostax Oexnnx:xF stox zxe�n O zxenal- uruawxD ro9 Oran x„xoa O eaTD6xtxoxrD6 Oea.vxx�«Ga O ealxxwxDaroa O en.u.x:xoxL's O eaixaxNxDarox Ll- .2 a Or QSI _ Dg ®i Ogl ® 10 ®0®3 - ®noml FLOOR CLAN NOTFJ: xiep�ni ee vu:aew ��:a, see xoles . s s rte srzersrouxonrto ax N AREA RESERVED FOR HSONO AOENCYAPPROVAI STAMPS, PPPROVEO o �. a 3-10-20 ? �.� NO SUS Q .� a^pyfq, OARTER & Pyy00 m 63802 Y.T. Dom' aronaao SCAM ana . ro SHIM 2OFis WEO,E+P — D M. MODEL+ MDD 1— DOw — O, -- — FArem 1uaNP• rLa , — l0mrta Seae6veA Jon Truss truss Type Ply Jacobsen Homes 216 64315 M699501 MONO TRUSS Ty 1 1 M42137F ob a rp8a al Universal Forest Products Inc., Grand Rapid,, MI49525, Peggy Beckett 7.330 a Feb 17 2012 MTek Industlles. Inc. Wed Jul 1812:09:22 2012 Page 1 of 1 Ofi-0 7-3-2 4-1-14 a.33 12 3x4 II 5 3x3 % 12 4 opL C-If H T1__ - / 3.1 - WS g Wa 2 1 91 61 __ 9 8 2x3 II 3x3 = 3x3 1-3.2 4.1-14 OL-0 11-5-0 PpPRO Vep ALT. CANTILEVER DETAIL 0 3-10-20 ? 8 REACTIONS to w Max 1-1orz8-Off-C 5) Max Uplift6=299(LC 7), 8=-795(LC 5) U yFR 3-2-0Caniever Max Cray 6=216(LC 2), 8=580(LC 2) yy0 1" 1 Plate Offsets X 2:0-0-50-1A 3:0-1-80-1-0 4:0.1-80-1-0 6:0.1-80-1-0 :0-1-80-1-0 SPACING: 2-0-0 SPACING: 14-0 SPACING 2-0-0 CSI DEFL In (loc) gdefi L/d PLATES GRIP LOADING (pro LOADING(P-0 Plates increase 1.25 TC 0.58 Verl(LL) 0.11 7-8>999 240 MT20 1971W TCLL 20.0 TCLL 30.0 Lumber Increase 1.26 BC 0.35 Ved(TL) .0.09 7.6 >999 180 TO 7.0 TCDL 10.5 Rep Sbess ]nor YES WB 0.38 Horz(TL) -0.03 6 Na Na BCLL 0.0' BCLL 0.0' Code FBC2010/TP12007 (Matrix) Weight: 31 In BCDL 7.0 BCOL 10.5 FT=0% LUMBER BRACING TOP CHORD 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.2 oc pur ins, except end verlica(P.] BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling direcllyrippiied ar 4-2-1 oc bracing. WEBS 2x3 SPF Stud REACTIONS (Ib/siza) 6=323/Mechanlcal, 2=35310-3-8 (min. 0.1-8) E-signed by Kevin Freeman Max Hor22=288(LC 5) Max Uplift6=467(LC 7), 2=459(LC 5) 11\1111111/r,' Max G-6=379(LC 2), 2=416(LC 2) o�RE�M''♦♦ FORCES fib) - Maximum Comprearl filMaximunl Tension A- ♦ ♦/ TOPCHORD 1-2-0/1,23=940/1152,3-0=-550/637,4-5=-53/6,5.6=.94/195 ,��, ��•��CiE S��"Y �ii BOTCHORD 2-8=-1396/870, 7-8=-13961870, fi-7=-800/505' WEBS 3-8=0/121.3-7=-377/615,4-7=124/216,4-6=-548/869 y.*: NO 56254 * = NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult=l SOmph (3-second gust) Vasd=116mph @241n o.c.; TCDL=2.8psf; BCDL=2.8psh, (AIL. Vult=l80mph @lCh is TCDL=4.2p� left BCDL=4.2psf); h=35ft; Cat. II; Ezp D: Encl., GCp1=0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever ezposed ;C members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 for live loads. j, 3) ThIs truss has been designed for basic load combinafions, which include cases with reductions multiple concurrent 4) This tmss has been designed for 10.0 psf bottom chord live load nonconwrtent with any other live loads. tall by 2-0-0 fit between the . Q' •� =w� 0" ♦�s • Q R i Q.•- 5) - This buss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 wide will U. ,`�� '♦ S ... ♦ ♦ bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467Is uplift at Joint 6 and 459 Ib uplift at joint 2. ♦/Q N A %% The professional engineering seal indicolesihata licensadprofxteonal has reviewed the design under the standards referenced wiminlhis dowmeni 7/18/2012 not necessarily the current state budding on The engineering seal Is not an approval to use In a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. AWARNING - Verify design parameters and READ NOTES PHONE (616)364-6161 FAX ( 16)365-0060 2B01 GRANDTRAPIDS, MI495 5E ThIs building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible forlifOng methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon pammefers shown, and is for n individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during donsiNwon is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI53719 JisuppodlMitekSupp\templates\Wp.tpe ©copyright 2012 by: Universal Forest Products, Inc. 2017 EPL DISPLAY CARD 0 3-10-20 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ��@ ESTIMATED ENERGY PERFORMANCE INDEX* = 85 4 r5 °ARreR The lower the Energy Performance Index, the more efficient the home. e 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 8.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 8.0 c) AHU location Exterior 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 2 13. Cooling system: Capacity 28.6 a) Split system SEER 5. Is this a worst case? (yes/no) 5. Yes b) Single package SEER 14.6 c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 838 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.350 b) Solar Heat Gain Coefficient (SHGC) 71b. 0.300 14. Heating system: Capacity 27.4 c) Area 7c. 75.8 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.20 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. b) Wood, raised (R-value) 9b. 19.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 0 Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans Yes a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Safety Harbor, FL 34695 3/3/2020 1:23:38 PM EnergyGaugeO USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance od PPPOO Project Name: MCP-3450-M1803 Builder Name: Jacobsen Homes °y Street: Permit Office: 0 3-10-20 ' City, State, Zip: Safety Harbor, FL, 34695 Permit Number: Z „+ Owner: Jurisdiction: -� ►=y��oQ Design Location: FL, ST_PETERSBURG_ALBERT_WHITTED County: Pinellas (Florida Climate Zone 4U y o 1. New construction or existing New (From Plans) 9. Wall Types (1152.0 sqft.) Insulate " AR gyapy P 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1 t2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (838.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 838.00 ft2 6. Conditioned floor area above grade (ft2) 838.000061035 b. NIA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(75.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Exterior 8 262 a. U-Factor: Dbl, U=0.35 75.83 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft2 a. Electric Heat Pump 27.4 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (838.0 sqft.) Insulation Area EF: 0.920 a. Raised Floor R=19.0 838.00 ft2 b. Conservation features b. NIA R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 35.68 Glass/Floor Area: 0.090 PASS Total Baseline Loads: 42.13 1 hereby certify that the plans and specifications covered by Review of the plans and 04-tIiE ST9r� this calculation are in compliance with the Florida Energy specifications covered by this 4V � Code. , calculation indicates compliance y i„4. �D / PREPARED BY: l� . Ilk- DATE: ( � 20 with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 � C O Y I hereby certify that this building, as designed, is in compliance Florida Statutes. COD with the Florida Energy Code. W6� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.82 ACH50 (R402.4.1.2). A-10-20 2540-0639(M1803) phnN. - Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 A x me -ad 0y seor F1VIgQS SEE MANUFACTURER'S CONTRACT WITH FLORIDA DBPR-�f-'�° Modular BiAIng Plans l itrrrnl-nor Florde License No. SMP-42 3/3/2020 1:23 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software APPLICATION ENGINEERING o 3-10-20 FOR HEATING AND COOLING A JACOBSEN HOMES P ��� 901 4th St North yF p y5 Safety Harbor, FL 34695 OgRiER� Manufacturer's Model #: MCP-3450-M1803 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 31212020 fMethad & Output U 2020) All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE andACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on worst case orientation. Room loads may vary based on mtual conditlons. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A FBC (2017)/IECC (2015) 30N Latitude COOLING LOAD: 19,977 Btuh for Outside Tamp/Humidity of 96 ° F (35 C)I 48%and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 17,398 Btuh based on outside temp of 17 o F ( -9 C) with inside temp raised to 72 o F (22 C) Crawlspace is not heated by the primary air handler. Actual UA =174.1 Max UA (Table R402.1.2) = 210.4 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (19+Non-ins Rim -19 - 30) Total Cord. Floor Area: 838.06 s.f. TRUE Outside Perimeter. 128.00 ft Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Net Roof Area (less ducts): 764.4 s.f. Primary Wall Area: 1041.43 s.f. (Net) Dark Roof(U): 0.032 FLOOR DUCTS (U): n/a Duct TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 367.1 It TOTAL Low-E window 75.83 s.f. Sec Wall (U): 0.030 FACT. DUCTS (U): 0.125 TOTALS.G.D. 34.74 s.f. Exp Floor(U): 0.050 INFLOOR DUCT AREA: 0 S.F.@51 To/29.8 TD TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.3 ATTIC DUCT AREA: 86.743 S.F. @ 95 To/ 94.1 TD TOTAL Skylite 0.00 s.f. S.G.D. 0.480 / 0.36 EXT. DUCT AREA: 0 S.F. @ 95 TD149 TD TOTAL Dead Area: 0.00 s.f. Glass Bic 0.630 / 0.48 PEOPLE: 3 3021.6 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. - Skylite 0.790 / 0.75 FIREPLACES: 0 ' All Glass % of Floor: 13.19 % Door 1: 0.290 DUCT GAIN: @ Semi -Tight 1107 Btuh All Glass % of Wall: 9.60 % Door 2: 0.670 DUCT LOSS: 1258 Btuh LATENT GAIN: 4282 Btuh Summer In81tr (7.5 mph): 27.3 cfm Mach. Ventilation : 59.31 cfn ( 28 Us ) Altitude: 40 It Winter Infiltration (15 mph): 51.5 cf. @ Semi -Tight ROOM BY ROOM VALUES: 541.5 FPM, maxvelocityin trunk#: 3 Heat Exiting Furnace: 97 deg A/C Exiting: 50 deg 0.18 Max pressure at A/H Actual heating and cooling required in each room and Cooling Air Heating Air Bow set to maximum of either heating or cooling Values for Values for 30 7.5 KW Maximum A/C capacity HEATING COOLING CFM 2 ton unit 90%Gas/Oil Else Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (.It adj) Living Room c 5,456 7.241 247 276 7,954 266 9,030 8,558 11,152 Kitchen c 2,877 3,040 107 140 4,039 135 4,585 4,346 5,663 Bath #2 c 1,937 1,835 64 83 2,397 80 2,722 2,580 3,372 Bedroom#1 c 3,193 3,853 135 138 3,966 133 4,502 4,267 5.560 Bath#1 c 991 1,006 36 59 1,701 57 1,931 1,830 2,394 Bedroom#2 c 2,944 3,002 105 128 3,690 124 4,190 3,971 5.174 TOTALS 17,398 19,977 693 825 23,747 795 26.960 25,552 33,314 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model#: MCP-3450-M 1803 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 3/ 2020 All rights reserved. This information pmpdetary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. Al/joints are tightly fitted or sealed. Blower CFM 701 @ 0.7 E.S.P. TEL= 417.1581 FR= 0.0935 (A/C Coll included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) FitBngs(ft; Length Btuh Btuh of. cfm cfm Size (Ld.) x (Ld.) Size fpm 1 Kitchen 3 0 1 13 310.3 324.3 2,877 3,040 97 107 107 5.99 7.0 398.6 2 Living Room 3 0 1 12 310 323.0 2,781 3,690 94 129 129 6.48 7.0 483.9 3 Living Room 3 0 1 23 313.3 337.3 2,676 3,551 91 124 124 6.49 7.0 465.7 4 Bath #3 2 0 1 28 338.1 367.1 1.937 1,835 66 64 66 5' _ 6.0 333.7 S Bedroom#1 2 0 1 18 311.8 330.8 3,193 3,853 108 135 135 6.68 7.0 505.2 6 Bath#1 2 0 1 10 309.4 320.4 991 1,006 34 35 35 3.90 5.0 258.5 7 Bedroom 02 2 0 1 21 336 358.0 2.944 3,002 100 105 105 6.19 7.0 393.6 N/A Other Rooms - - ------------------- 17,398 19,977 589 700 701 ,v _PR V� 3-10-20 07t TRUNK DUCT LISTING ANALYSIS TRUNK# 1 1 100 101.0 17,398 19,977 701 9.86 16 16 17.5 394.5 TRUNK# 2 5 217.296 222.3 9,064 9,695 341 8.49 12.0 434.2 TRUNK# 3 6 217.596 223.6 8,334 10,281 360 8.68 12.0 458.8 TRUNK# 4 - - 0 0 0 TRUNK# 5 - - 0 0 0 TRUNK# 6 - - 0 0 0 TRUNK# 7 - - 0 0 0 TRUNK# 8 - - 0 0 0 TRUNK# 9 - - 0 0 0 TRUNK# 10 - - 0 0 0 TRUNK# 11 - - 0 0 0 TRUNK# 12 - - 0 0 0 TRUNK# 13 - - 0 0 0 TRUNK# 14 - - 0 0 0 TRUNK# 15 12 - - 0 LONGEST RETURN DUCT 50 50 701 9.35 19 19 20.8 279.7 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MCP-3450-M1803 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems a W020 All rights reserved. This information proprietary to LaSalle Bristol Co, and JACOBSEN HOMES RESULTS FROM MANUAL) CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,398 Btuhat 17 RECrD BLOWER CFM: 825 cfmatal0tudeof 40 it SENSIBLE OLD LOAD: 16,695 Btuhat 96 Entering Air DRY Bulb: 76.8 Mach. Ventilation: 59 LATENT CLG LOAD: 4,282 Btuhat 96 Entering Air WET Bulb: 61A Entering Air RH: 53 GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 47.9 FILL IN BLANKS IN EACH SECTION FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratingsl) Air handler model #: Condenser model #: Blower Data Select blower speed in COOLING mode: Blower CFM is between 596 > < 806 for Total (External) Static Pressure between 0.6> <0.8 =Electric, Gas or Oil Furnace Select blower speed in HEATING made: Output Btuh is between 18267> -24357 Blower CFM is between 304 > < 359 for Temp. rise of 55-65 Blower CFM is between 359 > < 439 for Temp. rise of 45-55 P?PROVep Blower CFM is between 439 > < 565 for Temp. rise of 3545 =Cooling Equipment 5/T Ratio =0.78 Leaving Temp=50 ° TD=25 °(o--1010-20 At 96F outside, Total A/C output from 20376 btuh to 22973 btuh is GOOD, At 96F outside, Total A/C output from 22973 btuh to 23972 btuh is MARGINAL. Sensible Capacity is from 13553 btuh to 17835 btuh y Latent Capacity is from 4196 btuh to 6423 btuh F,I, Mechanical Ventilation is 8.4 %of blower cfm. Dry bulb increases by: 1.7 ° Wet bulb increases by: 0.9 ° =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at 72 F outside btuh at F outside 17,398 btuh at 17 F outside 25000 t raw Loa I Dne and Perfom 3nceLine- 20000 15000 10000 5000 0 30 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400= KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheel Manufacturer: JACOBSEN HOMES Model #: MCP-3450-M1803 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 3/2/2020 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Worst Case Orientation HEATING LOAD: 17,398 Btuh at 17 REQ'D BLOWER CFM: 825 cfm at altitude of 40 R SENSIBLE CLG LOAD: 15,695 Bluth at 96 Entering Air DRY Bulb: 76.8 Mach. Ventilation : 59 LATENT CLG LOAD: 4,282 Btuh at 96 Entering Air WET Bulb: 61.4 Entering Air RH: 53 GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 48 Natural Or Mechanical: Test the infiltration at 50 Pa should result in 528.3 CFM Infiltration being 4.202 ACH (to be confirmed by testing) (5 ACH = 628 CFM) (3 ACH = 377 CFM) Mechanical ventilation is required To Meet Natural Ventilation: Increase Operable Area by 18 Operable Area Operable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Requlrt Built Living Room 223.6 8.9 29.87 0.0 0.0 0.00 Kitchen 140.0 5.6 4.17 0.0 0.0 0.00 Bath #2 66.1 2.6 1.25 0.0 0.0 0.00 Bedroom#1 189.6 7.5 13.75 0.0 0.0 0.00 Bath #1 62.2 2.4 1.25 0.0 0.0 0.00 Bedroom 92 156.5 6.2 5.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 838.1 33.2 55.28 Mechanical Ventilation Is Required In These Areas To Meet IMC 2012/2015 Per Table 403.3.1.1: Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Alr ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 569.7 59.3 0.0 Ceiling Supply of Cool Air 542.2 Private Kitchen 0.0 140.0 0.0 25.0 Floor Supply of Warm Air/Floor Return 140.4 Private Baths 0.0 128.3 0.0 40.0 Floor Supply of Warn Air/Floor Return 142.4 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0 Total 3.0 838.1 59.3 65.0 825 System Ventitlation Efficiency: = 3-10--(20 li/ �:i. MOD-1803 170 MPH - Vcit (Ulki EXPOSURE D MRH 30 FEET 1S /� v e� og Agl � ae� 141 u 01 6' WItD 9�fA ONE 90E q4Y �^ TmIO W/ICN. � 16 ST/fLE O 4' QG WK 3-10-20 272 BEDROOM N2 ` BEDROOM Al brt 127 ©� a 113 I{UJI FAR .1DX6's � 61-- FIN12X8 (1I X (al o _ 11011 !.. / °NE 16 unw a,c w Eirsl�W1 i6 x J ovmE�o ,1, MCP-3450 4 ,>o o ucr-3150 30 YwnnaaY sdnE o Y 9.a uu. O �CF8w0 J I pt Z .,ICY a M r ©z/1e/(tciop+ (vnolx) `"M �n.' RAFTERS 16" O.C. stol �KA SufeBrijng Manufacturing ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY"" m" M�a ,wro {y�j a+�^� 1+'„w Engineered System Using SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE �._.+. iN.�. N� LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. 10""° ,c �°.�;� � �.��^ „� Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C HYDRO VENT STRUCTURAL NOTES: (3)THIS SIDE e 41-rnl i * SOIL BEARING CAPACITY MIN. 2500 PSF * ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. * ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SPECS A-615 * MIN. GONG. PROTECTION FOR RE -BARS: FIGS: 3" BEAMS: 1 V SLABS: 1 " * LAP REINFORCING BARS 30INCHES MINIMUM EXPOSURE "C° - 170 MPH 3 SEC GUST NOTE: THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS. ACCESS DOORS TO BE BUILT ON A 1" X 2" OPEN BACK FRAME SECURED WITH #1 O X 2" SHEET METAL SCREWS, WITH A HALF-Z WRAP (#8 X 3/4" TEKS ON THE FACEI, DOOR SLAB IS SCREEN DOOR MAINFRAME #10 X 1" SHEET METAL SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCO COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2 STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR LATCH FOR HARDWARE. . CONCRETE THICKENED EDGE: 8"D X 8"W W/ (1) #5 RB COW CONCRETE EXTENSION G REQUIRED ALONG ENTIRE 6" LENGTH OF CARPORT (FOR FUTURE IMPROVEMENT) SECTION B-B SCALE: 3/4" = 1'-0" 2X SYP - TIE DOWN STRAP - PER SPECIFICATIONS I -BEAM — 8"X8"X16— CBS BLOCK PIERS 4" SLAB W/ RB SEE TIE -DOWN/ PIER REQUIREMENTS UNIT TO BE TIED DOWN MICS2 ANCHOR %"x7" WEDGE (SEE DETAIL) ANCHOR (RED HEAD) SECTION A -A SCALE: 3/4" _ )'-0" J I I I I I I I I 1 I I 1 I I i I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I 1 I I ----r-t--r----r-t-t--r- -t r-t--r-t _ip i T I I I I I I I I I t r-t- t--r- IT- i i i '----°'---�-�°--� r-r- I I I I I I I --r- r-r--r- r- I I I I --r- r-t(p ------I--1 -(r'"=='"I�YII I I I---I-(FRr I-I--,-Ri I I `7 =' I I II I I F-4 ---I--4- �--I--�--I-- --a-- 4--�--I-,,-4-- --'�--1-- BY d I 41-42'I I d I 4'- I I 14'--" 1� r -+- +--i--'1-- --1-- - a"--~-� 1 ---r-t--r--r-r--r-t--r- r t--r--1--t-- - -t--r- --r- r-r-t--r--r- - r--r--r--r- - --r--r-t--r - It I r --I-- 1 I I I I I I I I I I I I I f I i I I I 11 i i I I I I. I I I I I I `I--1`--I--'k--a"--I-- I I I I I I I I I I I I I I I I I I I I L I I I I I I L I I I I I I I I I I I I I 1 1 1 I 1 I I I I I I I I I I It--r--r-t--r--r-t--r--r-t--r-�-t--r-t-t--r--r-t--r--r--r--r-t-t--r--r--r--r--r--r--r--r-t--r--r-t--r-t-� I I I I I I C I I I I I I I I I I I I I I I I I I ) I I I I I I 1 1 I i --r--r-t--r--r-t--r--r-t--r--r-t--r--r--rt--r--r-t - r--r-t--r--r-t--r-t-t--r--r-t--r--r- ..J--J—L _I LyJ—L I I 11 p I I i I I I I 1 1 O I I I I O I I I I I I I I I -I--t--r- I I I I I --t--r-ti--t I I I I I --�--t�-r-7--t--r--1--t-- I I i I I I I I I I -ti--t- I --r--I--t-- I I I I --I- I I I I I-_ I --I IT r I -1 rL- B" T I I I I I I I I TI iII I I I I - 4-- -4- I I I'. I�4 -'-I-�,} 9n1--'! P I+Y - - l 4-- "I +4�I r-�-- !hr i 4g� i i ..,,,I 9rc4-- i iT� I i n' L B'" •, PROVIDE 30X30 j j ALUM ACCESS-���\\`� DOOR. L I I t--r I I I r HYDRO VENT r T (3) THIS SIDE Li - PROVIDE (2) #9 X 24, DECK SCREWS TOE -NAILED AT EACH VERTICAL MEMBER OF KNEE WALL - WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT HYDRO VENT SEE PLAN - 2X4 SYP KNEE WALL W/ STUDS @ 16" OC W/ Y4"x3" TAP -CONS @ 24" DC (BOTTOM PLATE) W/ a" COX PLYWOOD <lz � m j NO0 D CONCRETE THICKENED EDGE: 8110 X 8'W W/ (11 #5 RB COW � I 11 TECH --r--1=-*--r--r-t--i---1--t--r-y-=t=-r-y--t--(--'-I- i -- ---L--I-- - --)---I-- --L- I- , r -�--I--4--� -N-- 4--� --1--4--i---1--4--�-�--4--�-'i-Y I i I I I I 1 I I I J I I I I I I --r-7--t--r--1--t--r--I--t--r--I--t--r--1--t--r--I- � -_ ---- -- ------------- ---- --------- - - -- ---------------- ---- -- --- — — ----- T= 4-11 t�-1--_t= = 1 1 I I 115-4 I I I 1 I I 5! 32" 1 -_+ 4r= t= -1-1-'T-rar"i-�T-r-r-1- T-r-r -t--�4-aof I I I I I I 1 I I -U- -4-14 1 1 1 I a 1 1 ', 1 1 1 1 1 1 1 1 -1 _L -&6 1 ) 1 r1 1 1 1 1 1 1 16 L I 1 CROSS HATCHING DENOTES SO. FT. 1'-4° 4,_EE1n 4'_g„ q'- 4'- q'-„ 4'_9z" 4'-91„ 4'-q FOR VENT CALC'S HYDRO VENTS IN KNEE WALL TO BE --------- --- --- --- -- - — - — - - -n MODEL FFNF05 (67 SO. IN. NET) p ❑ ❑ �\ ❑ ❑ ❑ ❑ ❑ ❑ p PER 322.2.2. (1) SO. IN. r ` MICS2 ANCHOR FOR EACH SO. FT. OF ENCLOSED AREA. ( C--®---------------------------�---� EACH VENT COVERS 220 SO. FT. 1 Pl b 1 PER PRODUCT APPROVAL I -BEAM PROVIDE X' MACHINE BOLT THRU I -BEAM 1296 SD. FT. / 22D = 6 VENTS W/ (2) TIE DOWN STRAPS AT BOLT 121 MICS2 ANCHORS ATACONCRETE SHOWN PER 408.2. EXCEPTION 111 SO. FT. PER 1500 SO. FT. OF FLOOR ARE I (SEE TIE DOWN ENGINEERING WITH VAPOR BARRIER. FOR DETAILED INFORMATION) [11 SO. Fr. = 144 SO. IN. NET VENT AREA IS67SO. IN. Q ______ _____ _____ ______ fo 144 / 67 = 3 VENTS I ---®------ ----- ----------- qN------®--- =g ° 00 -1 l ° r-ro° 00 ° 00 ° 00 A O 1 HOUR RATED WALL THIS SIDE I : of Ta u ----- ral----- u WALL TO INCLUDE DENSGLASS SHEATHING IN LIEU OF PROVIDE X" MACHINE BOLT THRU I -BEAM PLYWOOD W/ (2) TIE DOWN STRAPS AT BOLT [2) MICS2 ANCHORS AT CONCRETE I AS SHOWN I (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) E�-� -- --------- Q----- -- -- ] 0 MICS2 ANCHOR I -BEAM mo 13 o 1,-4„ 4'-112= 4'-12'� 4'_1�" 4'_1 4'_1 4,_12' 1 4'-15" 2X6 LEDGER BOARD LANDING - - HYDRO VENT --- -- - - (3) THIS SIDE 4'-6" 15'-0" 36' HIGH SEE STAIR DETAIL VINYL'.RAIL & DECK DETAILS T I L rCoe N' / PIE R E R - MA{ `�� � SEE STAIR DETAIL SCALE: 1/4" 1'-0" UNIT WT. 360 LBS 35.3 #�PT CONDENSING UNIT �I '". 2-#10X1"NON-CORROSIVE S.M.S. @ EACH PICKET SIMPSON MSTC52 POST -�-4 I CONNECTION. I I � I III exls BL❑GK PICKET I TOP PLATE TO POST & G 4 COURSE I I I POST TO CHANNEL W/ # 10 X 1-Ya" S.M.S. HAND RAIL DETAIL N.T.S. / (2) n14 SHEET METAL \� SCREWS TOG NDEN$ING Ya (1)X 2Y4" Lf- TAPCON PER BLOCK UNIT. 200 LB. BHBER # 10 S.S.S. MIN. & (2) AT CONCRETE: 180 LEE. WORKING CAPACITY 2" EMBEDMENT. 4-RED'O. PIER DETAIL IN B-BOLT B-BOLT 5/B"-11 X 23/4" NOTES: 2-G LVA BOLTS % 11 X 2-3/4" LG. W/ FLEX, SO. NECK W/ NUTS. 1 I I i TENSION BOLT LABELED (A) FOR O FRAME ATTACHMENT ONLY. %WWEDGE ANCHOR PART # 59OD2 I (RED HEAD) TENSION BOLT LABELED (B) FOR STRAP/SWIVEL I I VERTICAL TENSION. CONNECTOR i I L—J MICS2 ANCHOR BY: TIE DOWN ENGINEERING MAX UPLIFT PER SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS DEVICE IS4,750 LBS FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO THE FACTORY BRACKETS USING A 2" GRADE 5 BOLT & NUT. ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 45 ❑ OR LOWER STRAP ANGLE. COMPOSITE DECKING RAILING BASE N.T.S. VINYL 2X2 RAIL POST ATTACHED TO VINYL CASTERS Ye° S.S.S. MIN. 1" EMBEDMENT. 4-REO'D. 2X6 SYP STRINGER TYR MULTIANIDE TIE -DOWN PLACINAENT SCALE: 114" = I'-0" - - ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUILDING CODE. 4X4 SYP POST VINYL POST A 2X6 SYP DEK JOISTS@ 6C OC14< I -,VINYL RAIL 2X COMPOSITE DECKING ATTACHED W/ (21 #1 O GALV DECK SCREWS AT EACH BEARING POINT 2X6 SYP STRINGER 2X8 SYP STRINGER 2X COMPOSITE DECKINC ATTACHED W/ (2) #1 C 1 1p/-� r n p �g ry r GALV DECK SCREW 1 .w rQAI\/II1011, nFTAII AT EACH BEARING POINT SCALE: 1/4" = 1'-0" SIMPSON FACE MOUNT HANGER LU26 2X COMPOSITE DECKING 2X6 SYP DECK ATTACHED W/ (21 #1 O JOISTS @ 16" OC GALV DECK SCREWS AT EACH BEARING POINT LENGTH VARIES SIMPSON MTS12 _ STRAP (D m 2X8 SYP DECK JOIST SUPPORT W/ [21 %" GALV LAG SCREWS AT GARAGE DECK OR (2) Ya" GALV MACHINE BOLTS AT EXTERIOR DECKS 1 #8 GALV SCREWS CONCRETE [2) EACH SIDE IV WEDGE ANCHOR 4X4 SYP POST ATTACHED TO GONG W/ 3" EMBEDMENT MIN W/ SIMPSON AB" POST BASE DECK CONNECTION DETAIL SCALE: 1/2" " F-0" 2X6 SYP STRINGEF SIMPSON LU28 AT STAIR STRINGERS TO 2X8 DECK JOIST SUPPORTS OR (2) %' GALV LAG SCREWS AT STRINGER TO POST 4X4 PT POST W/ SIMPSON A644 STAIR DETAIL N.T.S. TYPICAL ELEVATIONS FOR DECKS N.TS. (FOR VISUAL PURPOSES ONLY) 2X12 SYP STRINGER 2X12 SYP STEP 1 X8 SYP W/ DECK SCREWS V1s" X 3" GALV. HEX SCREWS 4-REO'D. 2 IGLE APCONS TREAD + 1"NOSE NOTE: HANDRAIL BRACKETS OR BALUSTERS SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO GRASPABILITY. BOTTOM OF HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE DEPTH OF ONE TREAD FROM BOTTOM RISER. HANDRAIL HAS CIRCULAR CROSS-SECTION W/ 1-A' TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ FBC 2014 [5TH ADDITION) EV CpDEBCo\U ��NO S7IUMPLiAZ Ceit ��rY THIS SETUP HAS BEEN DESIGNED FOR A FLOOD ZONE INSTALLATION DESIGN CODE FBC - 2nl 7 (6TH EDITION) � LB1 Architecture AA20003774 517 SW MALULL AVrnUr POPT SAM LVIr rL. 54955 772-800-5700 www.lbi.architmurexom 62 O ILJ 0 C]C a o O J H- °J UJ LL_j U_j� v Q �E 0 O DOCUrffff DA T r D/.'P� eevlsions II% TOM V oms 5%A17 _ _ WC Aauna3 dpnl '7S 4owiaed#❑ 6ullaiwaad L1J OZOl " Z 8dtl J 03N303N LLJ CD = d' ❑ J Cr O] m w❑ z Cc O (f) G LE Lo LLI (n F- Q CD co o Cn SNUT TITLE: FOUNDATION PLAN & DETAILS SHEET MAW: 5" i.001. — — — — (2) 306 FRENCH DOOR IMP CT �f680 3080 — — — — — — — — — — ALIGN OPENING 4TH WALL \RAIL WITH MODULAR FLORIDA ROOM o-------- o STORAGE m 36" HIG VINY — 6'-B16 — — — — — — — ----- 14'-2" 4 62 It 3Ox4O — — — — (2) 36x6O — — — — IMPACT IMPACT `° io LANDING— i WINDOW 4'-6" 20'-0" FLOOR PLAN SCALE: 1/4" = I'-0" 44 LB! Architecture AA20003774 517 SW MALNILL MIMI PORT SAINT Lua rL. 54955 772-800-5700 www1jarchite(turexom OF FLU ,per i4248 v w G' OR E D OL O LL. LLJ (2) 2A 2 HDR PITCH PITCH 0ERED R 0EE SHOD Lf22 GSSIMPSON ST18 STRAPS@ 24" O.C.W/ 1O-1 Od NAILS EACH (2)2x2HDR Oq FASTEN STUDS TO (MIN 2X10 HEADERS W/ Y2" O Q J x x DEL TOP PLATE W/ PLYWOOD FLITCHING FOR 2X4 SUB -FASCIA — SIMPSON SPHE FLUSH MOUNTING OF DRYWALL) W/ 2X4 BLOCKING FILL ALL HOLES W/ W/ 2-16d NAILS 1 Od NAILS r DOUBLE TOP PLATE EACH END @ 24" O.C. / r LED to 2-16d NAILS @ 12" O.C. TO CONTINUE STRAPPING LL., 4 GABLE END TRUSStoon (Don Inn TOP PLATE ACROSS"D..O ROOF PLAN LADDER CONNECTION 2X4 X-BRACING @ 48" O.C. MATCH EXISTING SIDING & VAPOR BARRIER ON %" COX PLYWOOD ON END TRUSS TOP OF BEAM VARIES DOUBLE 2X6 STRAP EACH VERTICAL TOP PLATE TRUSS MEMBER TO BEAM W/ SIMPSON ST18 GABLE END CONDITION PT WOOD BASE PLATE\ (SEE FLOOR PLAN) FASTEN JACKS TO WOOD HEADER W/ SIMPSON ST18 FILL ALL HOLES W/ 16d NAILS PROVIDE DOUBLE STUDS UNDER ALL BEARING WALL HEADER OPENINGS U.N.O. PROVIDE SINGLE STUD UNDER 5'-O" OPENING FASTEN STUDS TO BASE PLATE W/ SIMPSON SPHE FILL ALL HOLES W/ 1 Od NAILS WOOD HEADER DETAIL SCALE: 1/4" = 1'-0" 2x(o SYP WOOD FRAMING HardiePlank® Lap Siding WATER RESISTIVE BARRIER HardieWrap TM or Equivalent MIN. 1 1/4" OVERLAP 1/2" EXTERIOR SHEATHING 4d SIDING NAIL 6" O.C. PER FLM3192 SIDING ATTACHMENT DETAIL SCALE: N.T.S. ALL WALL SHEATHING TO BE NAILED AS FOLLOWS: WINDOW BUCK DETAILS TYPICAL ALUMINUM WINDOW JAMB ATTACHED TO STUDS PER PRODUCT APPROVAL EXT'R DOOR DETAILS DOORS BY DOOR MANUF. ATTACHED TO STUDS PER PRODUCT APPROVAL 4" OC W/ 1 Od NAILS AT ALL EDGES 6" OC W/ 1 Od NAILS AT ALL INTERIOR PANEL BEARING POINTS DESIGN CRITERIA 11 PER FBC - 6TH EDITION 2) USE & OCCUPANCY RR-3 3) CONSTRUCTION TYPE V 4) RISK CATERDRY I I ULTIMATE DESIGN WIND SPEED 160 5) EXPOSURE G_ SURFACE ROUGHNESS G_ 6) COMPONENTS & CLADDING (WORSE CASE) WALLS +54.4 -42.1 DO(UMEI`IT DATE:: DATE: REVISIOfIS: fl% 1QW GPO BS S T DAif C!) LU J LU 2 0 -j ri rr M 11 0 w Cr L o z 0 0 C1) 5 LL W F- Cn a o cY) o 511EET TITLE: FOUNDATION PLAN HLt COPY SMUT MAW: S-2�: This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies !aQ SS aR SS C111 sk ly THIS PAGE NDT USED = RESERVED 0 �000©0��00 ©0� a000©0000 o©oo OSHWWAU DESIGN SPECS: a a w PSF G • '0 41.PSF i � D 10 PSF Ov.urexlxore F O n.vrexxxo reore Oire•orexlxore O ai>tirexMxo .ore iR rexxore aR.reslxare.ore ANY ATEACHMFNR TB TR15 STRULIURE Si— BE COMPLETELY 51U F SUPPommos B — NBT TlUUUSFER ANNOR INBU[E LBABS ANOIOR O1RER PE.-- TR15 BUIIBINE'JSTLU[llDlE - — - — — — — - — nm¢m m nm ¢mmlr lvl srR'vc nmw^ act Mo aal>.:m s it+nmw®. oMa+m mvn® wo,a Mm�nm to enm ra �re rviwe -rtiw ermx�-nr>a urtimAsoH>m: t>itasd� :^a0. mi t4Mo- reKuler/�iLL m Cwrtmn i¢ arWuw ^[Ie:e+i Y.YcteiC, wu nu vM^ masm anu�:r iwe AN mom- p=F� oml o ®o; ®� 1 s4�s y�y FLOOR MAN NOM- ALLA.eavai rm�.a s e i - euso sne� eo Oxm6�T ��' xsEMnx Be Bi ��i•. see xµorUals n 5=11 11 >rcev Silu$1, 11l AREA RESERVED FOR USTING AGENCY APPROVAL STAMPS: ,pPROL00 ..m_.P. No �.,-.... .....•... 63802 CNEOGD+ 4T. DALE' a/v]o]o suuE: ana• . ra sHern 3OF15 ARC: DWs: MODEL: wvnWxT ioi0. JxCoaaex xos¢0. aYerY FWuoA Nt uex:a R.xnv[o. - item has been digitally signed and sealed by Michael G Tomko, OLIMCIAL LOAD Cil .7[1ON: 1. MINMBERN BUILDING GIZP: 805 5q. F M NUGENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2U 159. Pt. R 0 VA / 120 VOLTS / 15 AMPERES MIN. NUM. OF GENERALLIGHTINO VA / USE CIRCUITS RPO'DI 2, GENERAL LIGHTING AND GENERAL USE R[ UILDING SQUARE FOOT. GENERAL LIGHTING / GENERAL USP:VA TOTAL VOLT-AMPERES: 15-S VA B. SMALL APPLIANCET ;500 VOLT-AMPERES PER DO AMPERE CIRWIT: SMALL OAGt,S00.00 vAVA LAUNDRY LOAD: TOTAL VOLT-AMPERES: 6000 VA e. NAMEPLATE RATING OF ALL FIXED APPLIANCES ITN VOLT-AMPERESI. CLOTH • 9600 VA Of TOPWALL . C VA MICROWAVE OVENN:2400 VA GARBAGE IUGIOGAL: -I VA WATER HEATER OTHEROTHER. 0 VAVA HER 0 VA TOTAL VOLT-AM?C E5 25011 VA 5. NAMEPLATE RATING OF MOTOR AND tow-POWErt-FACTOR LOADS TIN AMPERES(: aNGE NGOGISI. AMPERES EXHAUST FANISI. LING FANISI, 0 R 017 AMPERES Allell: ( AMPERES A.PBRE FURNACE BLOWER(GAS / OIL(, 0 X 8 AMPERES 0 AMPERES TOTAL AMPERES. AMPBASS Do VOLTS TOTAL VOLT-AMPERES: ISO VA 6, TOTAL HEATING AND AIR-CONDITIONING LOAD: (USE THE LARGEST OF THE FOLLOWING 511 SELECTIONS - VI THRU IF) - IN IDLY-AMPERESI, / OR PF D III BOANOLT-AMPeees4. A C. + OIGI RIP aF THe su9v,.evIIIAl 1H1CTRIC AL BE 'LEOUR:: 0 • ISX • 0 vw Ao (6Di 0 VA O ouesl .IT. _T_APACAL oNreoLL¢sl 7. TOTAL CALCULATED LOAD IL ADS AS CALCULATED IN 2 THRU 5 ABOVE(: LIGHTING / U5¢ CIRCUITS 121: aNtE axD LAUNDRY LOAD .I: TOTAL SMALL APPLI 21HIS VA 6000 VA ALL FIXED APPLIANLES(4k 11.0 VA TOTAL NAMEPLATE RATING OF Ni FL.DS I51:IXG. VA TOTAL VOLT AMPERES ICOMBINED TOTALS 2 1 I.VEI: 5410- VA 8. TOTAL COMBINED LOAD (FROM 7 A50VE1:3418115 VA FIRSTRXIVA AT SUBTRACT THE FIRST IORVA FROM TOTAL I-SINED LOAD: 24184.11 VA 9. FIRST 1 (FROM 8 ABOVE( +.IS VA - REMAINDER AT aoz, 1673,66 VA SUBTOTAL IF BOTH LOAD COMBINATIONS: 186-66 VA 10, TOTAL COMBINED LOAD (FROM 9 ABOVE(. 1117361 VA TOTAL HIATING 0 AC LOADS (6I - LA T of [Al THRU IN: 114.0 VA SUBTOTAL: SUBTOTAL DIVIDED BT - VOLTS: / 210,00 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: ECTRIC 1E9,7 AMPERES GOOM mFdPARt IIII-{4`S/A S: and the signature must be verified on any electronic copies 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) 24. LUMINAIRES IFIXTURESI IN CLOTHES CLOSETS: 5HALL 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 2, ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN A COMPLETELY ENCLOSED LAMP. ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE) CODE INE CI ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION B. LUMINAIRE [FIXTURE) TYPES NOT PERMITTED: OF THE BUILDING / STRUCTURE. (1) INCANDESCENT LUMINAIRES [FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. BE PERMITTED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO C, LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CL05ET5 SHALL BE PERMITTED TO Be BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT INSTALLED AS FOLLOWS: BREAKER IS WITHIN SIGHT OF THE WATER HEATERS) OR IS CAPABLE OF BEING (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES IFIXTURESI INSTALLED ON THE E EN THE TER HEATER LOCKED IN THE! OPEN POSITION. W W TA H A I51 IS NOT INSTALLED WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM AT THE FACTORY, THE MEANS OF DI5CONNECT SHALL Be DESIGNED AND INSTALLED CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE IFIXTUREI AND THE NEAREST 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. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES IFIXTURESI INSTALLED ON THE 4. HVAC SHALL Be PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE [FIXTURE) AND THE NEAREST THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED POINT OF A STORAGE SPACE. CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE [3) RECESSED INCANDESCENT LUMINAIRES (FIXTURES) WITH A COMPLETELY ENCLOSED OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE L MINA ft F U I E I I XT R U EI BY OTHERS. AND THE NEAREST POINT OF A STORAGE SPACE. 5, CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS 141 RECESSED FLUORESCENT LUMINAIRES (FIXTURES) THAT ARE INSTALLED ON THE WALL AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED MY OTHERS). ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL Be INSTALLED IN OF 6 INCHES BETWEEN THE LUMINAIRE IFIXTUREI AND THE NEAREST POINT OF A ACCORDANCE WITH THAT LISTING. STORAGE SPACE. 7. ALL WIRING 15 NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES IFIXTURESI, CHAIN-, B. ALL CIRCUITS CROSSING OVER MODULE MATING LINEIS), SHALL BE CONNECTED ON -SITE CABLE-, OR LORD -SUSPENDED -LUMINAIRES IPIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING - WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). SUSPENDED (PADDLE( FANS SHALL BE LOCATED WITHIN A ZONB MEASURED D FEET HORIZONTALLY 9. WHEN THE MAIN ELECTRICAL -VICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, AND B FEET VERTICALLY F M THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD, THIS THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'D BY OTHERS, ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL TALL. LUMINAIRES (LIGHTING F XTURE51 LOCATED IN THIS ZONEE LISTED FOR DAMP AUTHORITY HAVING JURISDICTION. LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECTTO SHOWER SPRAY. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 27. THE MAIN ELECTRICAL SERVICE PANEL 15 WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 110-9 OF THE NATIONA O IN -1 BY A CERTIFIED ELECTRICAL CONTRACTOR 14 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED (ON-51TE, BY OTHERS(. - ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE 11. ALL 120-VOLT, SINGLE PHASE, ID- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL GROUND IF REQUIRED. BEDROOMS, LMNG ROOMS, DENS, FAMILY ROOMS, CLOSBT9, HALLS, DINING ROOMS, KRCSIENS, LAUNDRY ROONB, R 2B' ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, AREAS SMALL DE PROTECTED AN MRCUIT. CIRCUIT IMTERRUPTe15 GONDINATION TYPE INBTALILO OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE! O I E IC ) T. PRR UI TO PROVIDE PROTernON OF THE DRANCH CIRCUIT. ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. WILL CAUSE 51MULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS, ALL SMOKE ALARMS 30. PER THE 2017 FLORIDA ENERGY CONSERVATION CODE; A MINIMUM OF 75X SHALL Be EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. 13 CeILING FANS SHALL BE INSTALLED LAMPS OR A MINIMUM OF 75X OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. THAT THE BOTTOM OF THe BLADES TO THE FINISHED FLOOR LEVEL WILL Be 80 INCHES MINIMUM, 14. RECEPTACLES, AND / 11 OTHER FIXTURES MAY B -LOCATED ROTHE ARIASHOWN MAIN PANEL THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS.ALL LOCATIONS SHALL COMPLY WITH A PLICABLE SECTIONS OF THE NATIONAL E C e IrveCl. me xvc u /,[� cR-:usrecreo r „ 15. HE DISHWASHER NO GARBAGE Dls MAT Be INS D ON EL NI 20 a 112-2) eIRCUIT. AA LSIrvK Rea um Mae^R7a uD se.eR:e `,wX, 16. ALL ReceeracLE oUTLers LOCATED w] w siz Peer or o HAUP eOUmPeD WITH GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED So HeRrz �erR. ROaw r.,¢Lxrw See uR srse.e •Q Mee IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF T E BUILDING SHALL BE EQUIPPED Rom1, R61NAL WITHWEATHER PROOF IWPI ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED UN0 IQINIMUMI IN F PER (� WHEN AN ATTACHMENT PLUG 15 INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. FOR FUTURe USE. ASV' REFER TO NOTES , 15. 6 16 ON SHEET 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE 5� LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/D INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. RIGID 4 NON-METALLIC CONDUIT 20, FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS Mo A'SMP LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, �Y�^rt. �5.� T.x �n O.+. AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN FId VIM 01A E�R�1RE I III FEET ABOVE E INSTALLED ON THE F ELLSNG, GRADEALL B FRONT AND THE BALK OP THE OW 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES 13 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 // LOC„L wmonm HAv,xa run SD+cr N BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRE.: AT LEAST ONE WALL SWITCH-CONTROLLe. LIGHTING OUTLET ��� SHALL BE INSTALLED IN EVERY HABITPBLE ROOM AND BATHROOM. \ 150 /iMNS PER ELECTRIC SERVICE PAMEL ��//> CALCULATIONS PER NATIONAyI T{Py CODE OD 120-81 OPTIONAL CALCULATION - DWELLING UNIT AREA RESERVED FOR LISTING AGINCYAPPROVAL STAMPS, PPPROVfO ,®s. IF m9yFF Oq RTER >} UNCLUGZAL`LZ�ODAIR'..N ISO` PGy04 "@ o 63802 ® 2 1 Tt. � Z s 8g� p� e.ma F OQO®: DATE: Bnnoao SC/LLE: a/la • f-oR 4+ 9f 15 WEE: DWs: MODEL• Moo 1eo8 --a- GD2D, AAC _ .- oAFEn H/:RBOR FLORmA ALL __ ReReRVED. a DECFRIGIL SYMBOLS LEGEND ® �co e, G. ONN 1, ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERIS) " INCLUDING ALL EMT. RECEPTACLES S LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WR" (WEATHER RESISTANT). 3. TAMPER RESISTANT RECEIPTS REQUIRED TO HE WMMROROI Dx9 ON3rtF.A—v�11�1 n351.i ff�J L- 16�Inon I R ALLED IN THE FDLLDWIN¢ LOCAT—IIIIT T 7 - — _ _ —i BEDROOM #1 I 123 I ` I I \ � i 1 =111CAL CIRCUR SCHEDULE t3 T I I 6X611T55lw6 I I � 6� BEDROOM #2 I �, I so'zx' 121 l —y� D4 I FAN I 7 I I _� � _ - 32 1 DO ELECIR c a mcm: S Dn L-RM 210Nm 1 orao I\rn \ 76. 1 I / 5 ,g vm GFl /3 F43� I T.V. t3 AND MUST BE SVfiNGTrP •' �`� nwnruRV nem •oau oensr."•I.�.oiD"ar«Iaeer Aw a"eer a on a ❑❑❑❑ �� •��� .a ..mot •.w oauaen nac voo .°.neon ❑❑■❑ �... �w.Ea"".a. ,.,. ❑❑❑❑ " 20o AMP u� �� z �...un,c.n. wrn.o ..nlwmr,•". ��.. % FIEcmm RISER DIAGRAM .` •�GENSF•;� TOTAL NUMBER OF CIRCUITS USED = 22� i9• p 63802 TOTAL NUMBER OF STD. BREAKER SLOTS USED = 26� * • q3 IrvoT I.CLUDwD DUAL ore PIGDT I fY.ppiLCGia� �^ , ,a — pSF��it► 0 _ 3 ti _ 3 REQUIRED EXTERIOR OUTLETS AT OR DE LEVEL 0 TAD D T_ .._ DIreED E. EreIDn g D T I —.a" •E I"•T ED RD .RE. ,. D Ena REQUIRED EXTERIORDEVICETLISTINGS: ALI veRisi I�rvcLI.. - exr�--AC- eE a. __ FDR a.OH I.E AND (HALL eE LAaeLED w.x HNVIAT exrvnellsraHn�LreD n HVAC ELECTRICAL INFORMATION / GENERAL NOTES: erowe are.0 Ee war.LaeD ory alTe, Ar oTHereS iA, , ceR we tnDa Q REWs1oNs BY DAT N wR UIT 0 Dry DA coreoAN a wll rt TH Ire LlsTwclL ALARma "Al De WALL oR ceILIUD .—D. WITHIN Io 1— of ANY rto°u DIED III SLEEPING PURPIIII IaruoTRERsiDe 4LARN mill I Q MEMO 0Ell ARFA RESERVED FOR 7TSTNG AGENCYAPPROVAL STAMPS: PPPROVEQ �.,e. A..•,oW 0 ..e 3py--1F�rFO-20 NO ORCI®: WT. DATE aleMoao sWIE: ana.F"o• 5 ®II"' E's E, wcc. DWI: MOOD.: cwnaoxT Q' ioi0. .ACDDieN NDRa9 OAlan MARDaA RWDA ALL pONTA REReivm. JUG l"ON RONM OPMG FUADATION d. FOWATICN OESON/CONSMJCIM ON-NiE BY 011UR5 AND IS 9.DM TO LOCAL COO AND RPECMNS w TTP. SIER WALL FURDAIN SHOIH - OW FMATM TYPES WAY BE UIHG➢. 1R' I B' TYPICAL Vw MOON NOTES: FOUDARON IdIMINW SEE MSS-SFLOOII FOR PER ENCTEFREE OEM ROOF Y4NIA➢OR LpuN NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDING TYPE, SHINGLE TYPE, SHUTTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. JC®SSI19�4 ELEviloW Wo7Es: ❑ ❑ ❑ ❑ 1 ANDNLS SU JELT TO ALL STATE I AND LOCALCODES a THE PUSENOP EITHER VENTF THESEILATED EAVESAIDD EORNROOF GH E ITEMS GH WN MAYMAY REOUEMS SHOWN MAY BE IREOSITP INSTAL —ION. NSPIC��@ay1Ly�.cR 1. AND I IBE TEMST011, SHOWN MAY BE ON-STE, BY OTHERS. VENTS. PaRATELt'EITHER OR IN COMBINATIONODS MAY BE USED 16. THESE ELENATIONSSHOWN ARE TYPICALSIARCHITECTURAL ❑ ❑ ■ ❑ HOMES ASITE PPRONEO P ANS VARY, NOT COVERED BY THESE 9. FRONT OVNO REARIE AAVEI SIZES MAT VARY. TYPICAL DESIGNSAND AY VAR FROM THE ACTUAL ELEVATION FARYTPRO E N ARE 10 I/V- AND 510E SAVES SHNGLE TYPE STRUCTURE. EMS SUCH AS SIDING TAPE >. WHEN INSTALLED, THE GARAGE FLOOR AND REO'D VA ROM XNAUST TO S NOMINAL 5SHALL BE VENT HI PE, SHATTERS, DECORATIVE TEMS, ETC... Y 4. ANSTEPSANDERAILSI ARSBY E ON -SITE, OTHERSBATH OTHERS. IO EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST ED TO THE VARY TEPSFAND THLSE REED SITE. BY OTHER.. SHOWN. ❑ , , ❑ 5 LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. It INTO THE ROOFCAVITY OR OTHER CONCEALED SPACE. EN.-ERI G FOR E_ ITE OTHERS. AD AND HEATING UNITS ARE INSTALLED ON -SITE, BUILDINGMAYBE MIRRORED WITHOUT ANY L IT RELATING To ALLCSSHULITY ON THE SITE ARE 6DD F'ACKARD 6OURL T BE RGLOCTED FRM SHOWN. RE -APPROVAL DP PLANS IMAY BE 'FLIPPED' DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSENI AND ❑ ❑ ❑ ❑ T OPEVXN2ON IS NTYPiCAL ONLY. ON -SITE PORTIONS I IIOOt'. TO SIDE AND/OR END TO ENDI. ARE SUOJEGT TO INSPECTION AND APPROVAL BY THE LOCAL SAFETY HARBOR, FL 34695 E RIOR MAY BE CHANGED BT THE BUILDING OAT EMI ARE TYPICAL ONLY. 4 MUARIGDICTION HA"NV'. ING AUTHDRITY,. CONTRACTOR, SUBJECT TO LOCAL APPROVAL FOUNDATION VENTILATIpN IS ON -SITE BY HERS 10. T BE MIRRORED wITHOUT RE -APPROVAL OF PLANS. 727-726.1138 ns ALONG wTHE HOT BE HELD NE.P011HU_l 11 LIABLE FOR THE FOUNDATION D1111. A.Dlll Cl­ueNTIPL 11RI.P.ANCE 01 THE ­RUCTU­ STRUCTURAL COMPONENTS AN. SYSTEM. RELAT.N. THERE- AREA RESERVED FOR LISTING AGENCY APPROVAL SIMAPSv PPPROVfD — �3-10-20 uy e no UP pyf,P O RTER A IF11 2- FLORIDA R11, CODE, -.�...... D.WJL OffCNIDI DATE: BA_GXG SCAIF: B/le• . rvo• 11 b OF '15 wIe Dws, NODEa, covrvoxr ®xoaq JAGoexetR xouq xAPen MARBGF noaa, ALL Noxn ReoeR+ea LIFT' w"'A130N TIM FWEAAlION IOUtoA1NN DM/fON51RU ON 011-M BY ONM IS 9= TD LIMN. CM AND PT9'ECRWS 36' 1Wt STEM WALL MEAT1W SHOWN - 010 FWNDATION TYPES MAY BE UMM 16' I B° TYPICAL VENT FIEVARON NOTES FOUNDA11W VDMTRN SE OtOSSAIBW RR PER ENGiM DEEM ROOF VENIRAIRN This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies wow NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, SIDINS TYPE, SHINGLE TYPE, SHUCTERS, & DECORATIVE OPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. a1l��t®l�a�ll� ELEKAflOid PloiEs: ❑ ❑ ❑ ❑ 1. ANUUNDS SSUB IS INSTALLED STATE BY OTHERS B. ROOEPUVE[NOTIPLATION MAY TI ACCOMPLISHED EAVES ROOF DOME !Tells SNOWN MAY Be UNRE1 TI BJELT TO ALL stare AND LOCAL cones H S EIHS VENTLATCD eaves are ROOF E T M OWN MAY BEO0 _G T, INSTALLATION. 1. SOMCi reMS SHOWN MAY Be ON -SIT[, BY OTHER SEPARATELY OR IN COMBINATIONODs MAY BE USED 16. OMSB Be 2VATION9N AR2YTTPICALGIARCHITECTURAL ❑ ❑ ■ ❑ ®� B SITB rTEMs MAY VARY, NOT COVERED BT HESes 9. ROOF OVBRHANG IEAVEI SIZE MAY VARY. TYPICAL ESTGNs aND MAY VARY FROM THE ACTUAL ELEVATION WHEN APPROVED PLANS. FRONT ANRY N ReAR EAVES ARE IB tl2• AND SIDE [AVEs P He IN STRUCTURE. ITEMS GULF AG SIDING Tree, FNT DATSONLARE ON -SITE, BY OTHERS, THE GARAGUE FLOOR AND ftE0'D I0. BATH a%HAU'Si FANS0H TO SXALLABeSV[NTEO TO THE ES VARY FROM TNGLB X SE ELEVATIRS ONS SHOWN.nEMS, ETC... MAN ❑ , , ❑ 6. AD ANDAP NGNTTPICAL, ONesI0TE5BY OHERSFE, BY H[RS. INTO E­RTHe RODFR OF HCAVITY TNG AND SHALL NOT EXHAUST 11 STEPS AN BOR OTHER CONCEALED SPACE SGNECRI R FOR SITE IAILS ARE GT,SITI, OTXERsBY s. 6. aG AND HEATING UNITS ARP INSTALLED ON -SITE, It THIS BUILDING MAY BE MIRRORED WITHOUT ANY 1 ELATING TO ACCESSIBILITY ON THE SITE ARE Soo pACKARD CAETN. EL OTHERS AND MAY BE RELOCATED FREOa SHOWN. RE -APPROVAL OP THESE PLANS IMAT BE •FLIPPED° DESIGNED AND INSTALLED BY OTHERS (NOT J4COB5[NI AND SAFETY FIARoO}4 FL 39696 T ELEVATION Is TYPICAL ONLY. ON -SITE R NS ID TO sloe AND/OR END TO ENDI. ALL ARE SUBJ r TO INSPECTION AND APPROVAL BY The LOCAL ❑ 111111 CONTRACTOR, SMAYUB BTCIA NOC BY THE BUILDING FOUNDATIDN VENTS ARE TYPICAL ONLY. A 20. MUR Be MIRK HAVING AUTHORITY. TO LOCAL APPROVAL. FOUNDATION VENTILATION ID ON -SIT[,. LL 4T Be MIRRORED WITHOUT NE -APPROVAL OF PLANS. 727-726-113g CYISIEAs ARE0. RESERVED FOR OSONG AGENCYAPPROVAL STAMPS: pPPROVfO 3-10—((20��m ,e NO `�� i"i �.e ❑❑❑❑ ❑❑■❑ ❑MP❑ ❑❑❑❑ No 63802 D.wx a�aa D: oA1Ev BnYaD x' ®f 1s [, WEC: D M5: MODEL wPrNoxr ®am0. JACOB.[N Ipuq eArlTr NAImOF RRGIDW, AML RIDNI. RHBM®. PLUMBING NUMS: UBAM.1 DDrxATCR.ALC D B�NO CODE. >. T-RA R w n DeD vx°en xo e, Less orxenw:GC r xs 1 D c :x eDl.Dv AL NRi5O1CT ON APPROVAL. e e " :R orz o c INN s1Te,AB nsi.H rnw:NUN DRAIN B. reR TBv RGLO- vALve BHALL DRAIN To THE Ioe-SITE, BY RE) 7. THERMAL iRUCT1oNs,NSMALL INSTALLED ON_TE. BY OTHER. AND SHALLBE 8. 5H v,m THE'INDING IT— .ALL BE THREE DN- , DT.ER1 AND BHALL BE I—ECT TD LDDAL APPRDVAL. � 'ram• �'� r ,�• �$ SCALE: MIS ps SCALE: MIS 10 ALUE IRSVI OF R-3 SHALL 5U APPLIEDxTO THE FOLLOWING: 1, PIPING LARGER THEN 3/4 INCH NOMINAL DIAMETER. vER . o ri 11 nBwnrixl �-I es� vw:No B oxxe<reD ox D: e, 'IT iD eTeD oN-s1 ev,CBY L vnive'w M v1MUMDn RE P l.e arc:° BHALL eH cONTROLLID BY LDRISDICT IN D DxB AND AEHRDVAL BT THE LDDAL ADTHDR:TT THAT HA.�� p$ SCALE. MTS J� A,R ADN,TTAxDE xAL.E �:ANBreD pg SCALE: NTS VENT TABLE: TABLE PWO5.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPECTIONS AND TESTING IS MID COXIEAC,a: G MOUDIBD TD W[G ALL CONMLmONe ® DGrAum a mm AEr DVENT n ra ITSTE e wAieR ramnr snroi um me ust wiatS AND - ow eremu ALL aHNm eaD¢cna» AM weua TO PIDtECrIM A10 Eev¢w Br ra LDD.L.LDDDD1mox xAVDn Aumourr. ace AIL orelfe wwRnnam xve peRCISONw�e ODD ra IPILI® 6relBm DI ILWItD/JIC[�tWIiN BGr:al PIDW W THE RLOIDIA O.E.0 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 3/9/2020 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies J� , reNT TxM nDDn J � NR ADx,rrAN°E vAL�E �,„,reD ®R �$ SCALE: MIS pg SCALE: NM TO, WAS 0 e p$ SCALE: MIS AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: CPRO m�3-10V20uy ®� „e• o yFF OgRTER ❑❑❑❑ ❑❑N❑ ❑„❑ ❑❑❑❑ f, No 63802 L P��i�S�QN Al ' 111\%\Z Q 3 REV SIONS GATE, S Sri/ mD SCEL6 /IY . FB• a Of is WEO DWS, NVH MODEL: Moo -Leo, Do .T ®,a,0. -- HDNes —NAM°µ rt.awA ALL .— --