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Home My WebLink AboutENGINEERING PAPERWORKJacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes S/N Size & Occupancy: M1643 HWC Plan#: 2540-0553,(M1643) To Whom It May Concern: ENGINEERING • INSPECTIONS CERTIFICATIONS • TESTING MIMP-6402A; SFD This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on site voids state approval) 2. Items installed at the site are subject to review, approval, and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. Plan Reviewer HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORToA 33755 564-8151 FAX (727) 588-=3 / (72 (727) 56&2382 / (727) 5574"7 Modulm Qapla MpRtlon 0 13 SECTION 553.80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. �.1�L.6��IFL� jjp y�IL�p 16y i6�yyl��Rp� �y ELE4aAE "L/FLUE1FL01NG7 CSOERIVF�3RE�. NS: UNDER �6y1�L�g� 16y I� eTocTsAR N.ATm TGROEDwARvmD m¢° G7FIVG1sl�FK NOTN•S: mA6ru ruw ll. To Norte AXF /[1�fsP�.N71 M L�.L�.1FL1I SU yy 16y y� �Sp1� R�.A RFETII■�EV Z.VVAL, PVNLYNE@.r7 YE A[�IL •: ON-61TE ELECTRICAL AND PLUMBING CONNECT:0N5/INSTA1_1_ATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACNP[R, HAUG HOT OF FLORIDA ALL BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY FLORIDA DEPARTMENT OR BUSINESS AND PROPCSSIDNAL REGULATIONS DBPRA BEEN INSPECTED, 6 ARE NOT AT1117aD TO OR COVERED 5T THE STATE COMPLETED PLUMBING 6 ELECTRICAL DETAILS FOR TESTING 6 INSPECTION MONENT9. 2. IT IS THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT DEPART. OP BUSINESS 6 PROF@SS. REGULATION'S INSIGNIA. THIS LIST DOES NOT BE BEE COMPLIANCE TO ALL APPLICABLE CODES AND JAC05SEN HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY RED, SEAF PREPARATION / ��• OBTAIN ALL REQUIRED PERMITS, B SCHEDULE 6 INSURE THAT All INSPECTIONS REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION ANY FOR A COMPLETE INSTALLATION, ALL SITE INSTALLED ITEMS ARE SUBJECT TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED ARE THE SOLE AND EXCLUSIVE WITH THE REQUIREMENT. OF THE FLORIDA DEPARTMENT OF BUSINESS AND ALL REVIEW, APPROVAL. INSPECTION, RtHASPe0T10N FEES AND/OR OTHER COSTS SHALL BE BONIC SOLELY AN. EXCLUSIVELY BY THE DeRTIFlCD CONTRACTOR. ANY ITEMS SHALL BE DETERMINED BY THE LJHA AND RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE 6 NOT JACOBSEN HOMES. IN ACCORDANCE b PROFESSIONAL REGULATIONS, THESE APPROVED PLANS 00 NOT CONTAIN FOUNDATIONS, PAILVRE TO CONFORM TO CODES b JACOBSEN SPECS MAY AFFECT THE WARRANTY. SITE INSTALLATION INPCRMAT:.,l IS CONTAINED WITHIN THIS APPROVED PALKAGe. 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRACED SO AS 3, THE FLORIDA CERTIFIED CONTRACTOR I6 RESPONSIBLE A SOLELY AGGOUNTABLE FOR TO GRAIN SURFACE WATER T '- 4N'J HP FOUFIo qT ON CHATTER. ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEWLNCE 6, PROCEDURES, AND v`.. ,. `� WALLS (BY OTHERS$ ALL GRA54. VEGETATION, ORGANIC ONSTABLG SOIL COON OINPTION OF ALL WORK PERFORMED ON THE STRUCTURE, INLL SUBS, � ' S'ATFl6.leVL K.G, (SUCH AS ALL MUCK AND/OR OTHER LIKE 30IL51, 07FER DELETERIOUS MATLRIALIM, FROM THE U. OCCUPANT LOAD • ONE PERSON FOR EACH 100 SQUARE FEET OF FLOOR AREA SU NO PORTION OF WIM MANUFACTURED WADING SHALL 61 INSTALLED MJM THE THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL IN CLUBIV [: ALL LOOSE DEBRIS. ALL FOREIGN OBJECTS, ETC_ SHALL Be REMOVED OP THE FOOTINGS. AS WELL AS THE ENTIRE AREA BENEATH THE BUIL OIXp. BARE FLOOD ELEVATION AND We FOUNDATION SMALL, 11 GAMBLE OF REB10TM0 AIL I. ALL SITE GRADING/PILL AN. LOT PREP. (INCLUDING ORAINAGEI. AREA THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INCURREDWITNRUT TRANBPERRmO SHUT mmID&D LOAD TIRWGx We MN.DDla. 2. THE COMPLETE FOUNDATION, T11-S.5N, AND ANCHORING SYSTEIAS, P OR EVERY TEN FEET OF SOIL AREA WATER BHA'1 NOT ACCUMULATE BELOW ANY 6 THIS BUILDING IS NOT DESIGNED NOR INTENDED TO B[ INSTALLED ILOCATEDI IN 3, TERMITE TREATMENT AND yQM19EQ VAFOR BPPPILR EELOW SiRVCTU RE. PORTION OF THE STRUCTURE, RULTURG ALL SITE WORK IS B" OTHERS, NOT JACOBSEN HOM[9. 'HIGH VELOCITY HURRICANE ZONES' - DADE AND BROWARO COUNTIES. IT 19 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH 4. RAMPS, STAIRS. AMC GENERAL ACCESS (INCLUDING ALL ACCESSIBILITY PEO'MENTSE 5. BUILDING DRAWS. LLEAI!-OUT 9. PM19 HOOKUP TO THE PLUMBING ST9tE M151. R. CRAWL SPACES UNDER BUILD1N05 WITXQUT BASEMENTS. 6XPLL BE V[NTIL ATCD BT MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS. BUILDING IS INSTALLED IN THE REGION PER WHICH IT HAS BEEN DESIGNED B. ANY PORTABLE FIR[ EXTINGNSHSIKU AND/OR PIPE SUPPRESSION STSTEMISI REO'D. APPROVED OPENINGS SHALL Be ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL Be AND CONSTRUCTED. JACOBSEN HOMES AND IF THIRD PARTY APPROVAL T. ELECTRICAL SERVICE IINC LU DING PE[O [R 91 A CPOBS-W[RS ON MULTI SC CTION UNITS W/ CORROSION RESISTANT 'W:RC MESH, THE LEAST DIMENSION SHALL NOT AGENCY, ALONG WITH THE ARCHITECT AND/OR. ENGINEER OF THE BUILDING S. ALL UNFINISHED DRYWALL - COMPLETE FANEL FASTENING, TAP[, A TEXTURE, COVERED OPL NI,YG S IN TX[ F OUNOATION WALLS L%L[LD AR IN ANY IBM STOW. OR NOT EACH 150 60. V A NET IBM AREA O P IIOT L[55 THAN I $Q. T. FOR XA E PLANS SHALL NOTH INSTALLED INTO A BE HELD LIABLE, IF A DESIGNED. 6 OWED. THE CONTRACTOR WHO O wXICN IT AS NOT BE [N OC I RESIGNF R e° NAILS 6. OG, MAX 3/0° 9L P[V!b C NB OC. MAX; - UNFINSHED DRYWALL ONLY. AL 6 AESTHETIC BETYL[N IAOOULcs /SECTIONS. 9. STRUCTURAL 4 SHALL FEET OF CRAWL SPACE 140.CA =SHEATH BUIL OIN G:. CRAWL SPACE ACCESS PER L� re spo slBun. INSTALLED LTHEAN BUILDING, SHALL PEA P SOLE LIABILITY E N T. THESE DRAWINGS, PLANS. DETAILS, SPECIFICATIONS ON$ MAY NOT AP .ICY 10. exr. Bmwo AND RoonxD xa. Baxowo oP IABTAL Dmmo OUR RooP Covelm�ao4 B M[I8 OR WALL PWOH DWIJ.LA AND BOFFR NARP)ALB ONOWALL/PORW L 1L GAKNES Ql! I �[\"THE IS 'HE BELOW THE BUILDING. MIN F MIL POLY VAPOR ALLOWED `W MEANS VENTILATION PLLOWEO BY 'HE FBCAS MAY BL US1D, F ITEM F WORK T PERFORMED. ITEMS ARE EVERY POSSIBLE PIECE OF WORK TO 11. WINDOW PLLL PROTECTION Wm50A AND/OR =TORN SHUTTERS ALTERNATE ALTERNATE OR AN NI TX[ PWI6 NED GROUND LEVEL OF AN VN OC R-FLOOR SPACE 6VCti P9 4 CRAWL SPACE D NOTDESCRIBE COMPLETION AN E NOT SHOWN BUT ARE RBQ'D FOR THE ONSIDeRION OF ANY ITEM INCLUDED . D MATERIAL DM OF FLOOR INSULATION/BOTTOM B CARD MATERIAL (WILL Be uoreD 0v PLANE OF FLOOR 3. HALL NOT BE LOCATED BELOW THE BOTTOM OF THE WHERE THERE IS PART IN THESE DOCUMENTS, THEY SHALL Be CON.1D[PED TO Be INCLUDED AS PART N. AIRC 9VER CONNECTION= HVAUll. FRESH AIR ER TO AND BLOWER DOOR W 15. AIR CONDITIONING AMC HEATING SYSTEM IR TO PLORIOI ENERGY CALCULATIONSH TO ANY GUIDON LE THAT THE GROUND WATER TABLE RISES t0 WITHIN B INCHES OF THE OP THAT THE SURFACE WATER OF THESE CONSTRUCTION DOCUMENTS. S. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES. DETAILS ANO ReCS) INIT POP MINIMUM [FFICIENCT qL QUIRE MLN TSI IN9TPLL[O ON -SITE, BY OTHERS. GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER. NOT READILY DRAIN FROM THE BUILDING 6ITe, THEN TXE GGROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES Oft THEIR ENGINEER AND SHALL 16. MVAC DISCONNECT. WIRING, BgEAK [q 6, .GUILE RECEPTACLE, ETC.. DOES UNDER-PLOOR SPACE SHALL. AT A MINIMUM, be AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. IT. ROOF COVERING 4T HINGE AREAS. DRY -IN. AND COMPLETION RIGGeD.C.MERS. ETC_(. GROUND LEVEL,UN LESS AN APPROVED DRAINAGE SYSTEM IS PROVIDED. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. 18. GABLE END FRAMING WITH HINGED POOP SYSTEMS, 4, UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE: EACH ENO 91 EACH SHEARWALL TRADES 6 SUBCONTRACTORS SHALL SO COORDINATED BY THE CONTRACTOR 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. SEGMENT A COLUMN LOCATIONS, SHALL SE SUPPORTED 6 ADEQUATELY CONNECTED TO NOTE: FLOOR ANO/OR ROOF DESIGN OF THIS PLAN IS RIGHT -FRAME TRU55-nPE 20. RBDT1 GB RS AND ANT BIRDS ACCE-01 FEATURES THAT AM RGOUIRID. RAM 21. ONLY WHEN NOT INSTALLED IN THE FAOTEERY, INSIMTON AND R[QO AIR BMIIRR POUN CATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD. AND/OR PNT OTHERWISE REFER TO THE FLOOR PLAN BOB SHEARWALL OVERTURNING LOADS THE CONSTRUCTION' AS REFERENCED IN PAC PULE BBMSwRI6$ POSTING OF NOTICE 9IGNI51 AS 12 HIGH BFFIGGT LAMPS REBOUNDED BY PPO SABA ARE INSTALLED ONdR1 BY OTEREM INOUCIG LOADS. A COLUMN LOADS, THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. REQUIRED BY HAS RULE 60AMOUE61 SHALL BE SITE INSTALLED AND I6 THE RESPONSIBILITY 1B. 'WILDING ADDRESY AO REQUIRED BY PBO RB19.1 AM INOT.LLW ON'BAG SY OTEIIB, 24. Mr, WILL MOW" GOMPLIANCE WITH THE rRORTDA ENEROT CODS 5. THE DESIGN 6 CONSTRUCTION OF THIS BUILDING P[QVIRE9 CONTINUOUS SUPPORT TO OF WE BUILDING OWNER ITEMS INSTALLED AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. BE PROVIDED BY THE FOUNDATION SYSTEM ALONG THE PERIMETER OF EACH FLOOR UNLESS OTHERWISE NOTED IN THIS APPROVED B'JLLDINO PACKAGE; JOIST HANG[R6 ARE NOT USED IN THE CONSTRUCTION OR THE BUILDING AT THE FACTORY. THEREPORL, /� WARNING: /f j[ j��E CAMON: u BE PROVIDED FOR ALL FLOOR JOISTS BY THE A MINIMUM I I/R° BCAP.ING 9X .L FO VN SYSTEM 6 ALL MATING LINE AREAS S:HPOR SOUND TED1ION CAN BE EXTREMELY OAVDIISUE. ONLY INSTALLING A MODULAR STRUCSHOULD UTE LOINGS/STRULTURE9 CAN\V SEVERAL TONS. IT IS EXTREMELY IMPORTANT IN 6. TN ENTIRE BUILDING/STPUCLY RE SHALL FIT TI GXTLT TO TXC SLIP PORT NG FOUNDATION ENTIRE TRUCTU E PTTNG QUALIFIED PERSONNEL SXO ULD ATTEMPT TO INSTALL p MODULAR PR BTRUCNP@/BUILDING, TX AT ALL PP0.90NNLL. ON THE JOB SITE. 9E QUALIFIED PXO PRO PER LT/PO [O YATELY TRAIN [D. THAT IS WHERE ANT GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO ENSURE IMPROPER PROC[GUR@5 OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR 15 REQUIRED TO BE RESPONSIBLE FOR ALL SAPETY SYSTEM. STEM. PIT AND PROPER BEARING. ALL WOOD SH:NS SMALL BE FREE OF KNOTS. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA CHECK., SPLITS. DREAKG PND/OR OTHER PWE11ELT10NS. ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT ER.TALLPTION PND/OR.. OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE BE OP TREATED LUMBER OR OTHER APPROVED MATe1MA1151. ALL FOOTINGS SHALL B- COMPACTED TO A MINIMUM 96% IF YOU ARE NOT aUALIFRD OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHALL INSURE/R.. _UMS THAT SAFE AND PROPER TECHNIQUES BE ALWAYS USED T, THE SOIL LOCATED DENSITY -PER ASTM D-S11. FOOTERS SIR BELOW VIRGIN SOIL AND BELOW FR05T-LINE. d. THE MINIMUM DEPTH Or FOOTMOI BELOW UNDISTURBED GROUND BURPACB SHALL DC 12 ACHES OGS.RH D IN ALL CARDS THE FOOTIXS9 SHALL EXTEND BELOW THE FROST -LING, 9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY i�MY ALLLLIRAPPPPLIyC�ABLEE CODES �AlIDOORDRREEyQUIREMENT. UICWDIND STATE PNG/OR LOCAL). RELURLLRFI PRLTIECOO tl: . 1. APPROVED TERMITE PROTEOTIOWTREATMENT SHALL BE PROVIDED. A 6 INCH MIN. - K SIDING A GRADE CLEARANCE SHALL Be PROVIDED BETWEEN EXT [RIOT WALLS AN mO FOR TERMITE INSPECTION ED. N INCHES MINIU . ID1HALL O1. A.G1R. OR PAT1L SLABS). 2. UNLESSOR STRUCTURAL NOTED,C INCISE MINIMUM b ALL Be SOIL D Below THE BUILDING R ST RVCINCHE FRAMING [CRAWL SPACE PRP O VIDE SOIL. 3. A rP U3 WALLS( MINIMUM c CONDEDIINSATE SHALL BeBE PROVIDED 11, IS ALL THE .SPUCTURES RINKLER EXTERIOR WALLS AND ALL COXDENSRFL W DRAINS ROOP/^G LR H DOWN! AP DNA, SPRINKLER y,T S SPRAY HCADIA ALLA BA DRPIX; b W IS NEATER TAP DRAIN GIN-SINCLUSRL 4, R.... r SHOT. be LIKE E AR TO ALL PPCA9 S, ALL E THe EXTERIOR AREAS THAT AR LOCATED PORGIES PND OTHER LIKD A2 INCH S] w AS, ALL EXTERIOR AREAS THAT ARE LOCATED WTONIM A NINIMVN OF PORTION NI INCHES] FROM PNr/AL'_ EXTERIOR WAILS OF THE FOUNDATION ANY DLL5TRGCTVRE ORASOWED .1 THE ISS111C 5. TREATED SOIL RBELOW STHE A-STRVCNE SHALL E ICI qE0 wl Tx A IB OU I MIA Pon ANT So THATT19 D 9IPLL BE DONE AFTER ALL E N 19 INS, BACK LLE FALL . POLY ,EN L THAT IS DISNRBRD AFTER CAR TREATMENT IS TRASH IN STALLED SMALL Be RETREATED. 6. NO ANY ccULAEGETATION. AINING HOOMATES. RIAL SHALL . PAPER.TRASHRASH, ORG PA IL MAT[P 0" NOR ANY L[LLVLOSE CONTAINING MATERIAL SHALL BE BLL¢RO WRIIDa PGTOle'P1T MA ANY BUILDING/STRUGTURE NOR THE POSITION OP ANY DU:L DING/STR'JGTURI THAT MAY Be BNILY OR INSTALLED. REFER TO NOTES 1,2 A 5 - SITE PRSP/FDUNDATION 5ECTOx. ). UNLESS OTHERWISE NOTED. A .1.1 TERMITE SHIELD A P.T. LOGGER .1BLL BE INSTALLED ALONG THE FOUNDATION STST[M, WHEN P.T. JOISTS ARE USED LEDGER IS NOT REDS. EXTERIOR GsW1NG P*(MCnON: Wm0-BORNE DEBRIS PROTECTION IF NOT INSTALLED NOR SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REO'D W/ IMPACT RESISTANT WINDOWS. ❑,1F JAypyCOOSSR16�EN A OM1NAME 6W )PACKARD COUNT, SAFF77 HARBOR, FL 04695 zv736-nee 9 1. a. O. MAN ROW MIGMUIBNN noonIN6IDAC, 11001 LIMB LOAD, 30 FEET MAXIMUM 40 PSP 20 PSI GSNN WINS Ftl131R0 Ml CCWOHeM9 A'O OAPbK PYN TILT. DESIGN WIND PPES NO M. OGBIGN W[ND Pfl e9. AB 4. D211>NWINB. 150 MPH -.11 U10-1P1 DESIGN LLOW. STRESS DESIGN PLR. l4CIWM vwl Vaea s. WINES IMWSTAND FAapm 1W , 1.0 you w9MAw ADA < w Ion. ANA < 1. Bon. p Yi RiaR Cale.. ry: 11 Z- )6.5> PBF -.0 PSP {SAT PSP -{9.0 POP 6. WD IESPON 4ATMOAY, WIND D ZOM f. )STRENGTH S.S> PBP -DOS s2 pSP f A593 PSP 4S PSF 7. NIBBNAL FRIbA/H COFFIIEmID GCPI • 01e IE,G....I s. Msrox wINovOssoves roReoMe0rmE0 AMID aADumo lTRk Fw. wAU KAE UAm SQ C ULT. DESIGN WIND PRES. MOM. DPS10N WIND PReG. MDmoO'dWD'o•°ooE San. s AA IS RR. s ABu 0 8 3 ,E - SICK. STRENGTH DESIGN ALLOW. STRESS DESIGN ZOM 4. 9 PSP -1.S1 PSP 9E.. PAR -{).T PS F p v N Da SWG I• , ma 41.1 /)?I ISP -6B d9 PSP 30.>8 PSP PSP ZOMB• >.1 PSP -H.A. PSP {Ed1 PSP -GZ27 PER e6 0 Z01091 4163 NEW -11114 PAT 16,51 PSP -731 PSP y j o D Dy_NQUE)40LyW R�`Il Q ZwO i• {E99 PSF-I00.11 PSP DOSS PSP-IOd.0) PSP MmwoalusePM 30N n.9ANA 1D107i.5BR.. CH 3 Z OOZ OWeNY4 bL00 W M4C 7SDA ESP -)951 PSP 0X0 PBP -.7.11 Psf O SOM 1. -142.77 PSP -ENES. PSP ZOMa 1>09 p.I -INE., PER 4382 PGP SY27 P6f Z SOM Z.-340.15 PSF-144.09 PSF ESF N/C WALL PX LOAM PW.MQML4CIN00 WAS FIMOI DOOZ POWINC INS S AMA G.A. 54n92 ZOM{. 18.5> PCP -0> PSP pS 91 PSP 1N.d PSP 00.>9 1,87 PIP 4LO5RAPR� RON Ij B.I. WI. PSP .103.A1 p5P 4492 PSP -61.95 PSP ZOM a. fd.1. FBI -00.>2 PSP 4100 PSP -SUB PSI L INN STATE OF FLORIDA SI LIOtM, 2017w MCC qwADMM 2017 MC 2014 NEC RVM9o, 2017 FFRCC 2017 MC THIS STRUCTURE HAS NOT BEEN DESIGNED SR APPROVED FOR ,PLACEMENT IN HIGH VELOCITY HURRICANE ZONES HVHZL (I.E., DAD[ COUNTY OR BROWARD COUNTY(. THIS BUILDING 15 SUBJECT TO REVIEW AND APPROVAL OF TXE FIRE INSPECTOR, ON -SITE, FOR COMPLIANCE WITH CH 533 Plle SAFETY CODE, JPCOBSEN HOMES CERTIFIES THAT THIS MPYUPACTUIED BUILDING PAS BEEN EXCLUDED FROM THE REGULATION IR THe UNITED STATES DERART. 01 HOUSING 6 URBAN DEVELOPMENT MODE. PMN SPEC�S6�& LISMN1G ,AGENCY APPROVAL THIS DRAWING PACNAGE COMPUES WIN( INS FLORIDA MANUFAC1URm BUILDING AR OF 1979 AND ADHERES TO THE FOLLOWING gIET , COMBOS W/ RBV MRMA M. COL(, ENCOMIUMALL AM DMbN CONmumoN INFO V-B OCCUPANCY SFD TOTAL NUMBER OF MRIES: 160 MPH WIHD WELOCRY V.Q lU111-1.1 FIRE RATING OF LRTERIOR WALLS 0 ALLOWABLE FLOOR LOAD 40 PSF ALLOWABLE ROOF LOAD 20 PSF SEISMIC LOAD 0 JACOBSEN MANINACNRER HOMES HIGH VEL007Y NO HURRICANE ZONE FEN NO.: MIMP-6402A THESE PENS COMPLY WnH RULE 61•0O04 FOR PRODUCT APPROVAL OR WRIT STATE OF FLORLDA STANCE 5541.042 RAISED SEAL fop ELEMONICALLY SEATED) SET OF BUDDING PLANS ARE ON FILE IN THE THBID PAP" LIMNO AGENCY'S OFFICE AS DIRECTED BY FLORIDA DBPR. B THE MAINNACNRER•S DATA SHEET AND THE STATE [DRPR INSIGNM, SHAD BE PFRAUINENILY MOUNTED TO OR ABour 11111 ElE {'rnL''/�lcBr�uppFAFOq L 1cow . OWN IF WC ING7., INC. 1627 S. MYRTLE AW. CIEMtWATER, FL WM 17371 5S4B1ST F• i F)01 4114- I��. ]DESCRIMON PAGE(s) COVER SHEET & NOTES 1 FLOOR PLAN LAYOUT 2 FLOOR PLAN OPTIONS 3 ELECTRICAL CALOIS & NOTES 4 ELECTRICAL LAYOUT 5 .A. EXTERIOR ELEVATIONS 6 IS EXTERIOR ELEVATIONS 7 PLUMBING NOTES & DETAILS 8 C POTABLE WATER SYSTEM DETAILS 9 HVAC SYSTEM LAYOUT 10 SHEARWALL & SET-UP DETAILS 11 SHEARWALL CALCULATIONS 12 FOUNDATION LOAD DETAILS 13 TYPICAL CROSS-SECTION ON -FRAME 14 1 I TYPICAL CROSS-SECTION OFF -FRAME 15 1 1 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed l�Pand (6the ee'('(�yE�signature �,,�must be verified on any electronic copies ATTACFIILYLGL� M: JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALCIS & HVAC CALCIS TRUSS DETAILS) AREA RESERVED FOR LISTING AGENCYAPPROVAL STAMPS: REVIEW OF THE PLANS AND GPECIPICAT'.ONS CONTAINED WITHIN THIS DRAWING PACKAGE INDICATES COMPLIANCE WITH THE CODES REFERENCED HEREIN, CONSIRIICIRON CALC'S FIGURED PER 11301.2.11.1 - MOD 2 DIRIally,signed by: Michael(0`�4 chael GTwmD14 EN-MichaelGTOmko-12-19 LYTy'mtamkoQVamoltl. TO11�1,`I\OAm ld aOd Aesoaes��DD(a1:2019.04.121429.13-S ARTER 0DM XI Ian 1-11A AS. mD- Dew 4-12-19 Pian HS2540-0553(M164 jhIS BUILDING IS NOT A HUD BUR.DING. Aopr-d By SCOTFS. FMEFC15 THIS STRUCNRE HAE BEEN 1) S InD FOR EBECTON OR 1 SF TO ON SETS BUILT ERMMDNr FOUND IRON AND N AW N A P A !�"/^`� IS NOT DESIGNED TO BE MOPED ONCE SO fRECiFD OR INSTALLED. /•f APPROXIMATE SQUARE FOOTAGE OF BUILDING: Modular Bui Plana m P9r 894 SWII. LUNG ARFA Farkla ULense No. SMP-42 DESIGN WIND SPEEDS: 160 MPH - Vult jUltimale) /ir/xv 123.9 MPH - Vosd (AIIOW. S1re5D Design) USE THE DESIGN OF Vu0 . ISO MPH, EXPOSURE Q MINE115 FEET IN NE CONSTRUC ION MANUAL. POP WE DESIGN OF VWt . ISO MPH, EXSURE D, MRN . SO FEET. S C00 THES2 PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL ANDIOR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY Be UNLAWFUL. TH25C MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. ® COPYRIGHT 2019 A 63802 R ARM LEHL F z, y W 1 m �1 REVUIONS Q BY DATE DRAWNv D.WN. TNEOLm' N.T. DATE: NeIRN9 SUIIFI BAN . THY y■ EHIEET. yE1 B O is WEC: EA...... D DIMS: 16. MPH MODEL: MOD-1643 EN PWNDATION OYDT:M9 ME DEGION[D OR CONSTRUCTED BY OMERA JACODDGV HOMES A ITS THIRD PMTY APPRPJAL ADENOID( NANO WITH THE MQNTELT AHOIOR ENGNOLR OF THE BUILDmD PLAN= SHALL WH NOT an HELD RESPONSIBLE OR LIAGLD MR We FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONGY SEQUIRMAl- PBNORH.WCE OF We BWGRBTM1YLTUROB GTRUCNIAI. LONPONCNTB AND BTEND RELATNO WaRen" LePtNONf 0 101M JANGGCII IroYGq eMGiT NMeOR, PLOAy I31 MGM R[DCeY(8. SHAULIN TALLEL WITH A LISTCD WEATHER PROOF ANDIOR 1. ALL HER RESISTANT DEVICES COVERS) DL 9 WEATHER PIANCLCOVLRIEI - 'INCLUDING EXTI-LERIOR [%T RTHE DWELLING 6 LUNIT HALL S. TALL: LISTED ED FORPSUCH USE AN LO HA THE ELAER10R OF '( GATHER O UNIT NTJ BL LIBTED FOR BULx USE AND SHALL BE L>DCL<0 "W R" NILPTNLR RL515 TPNTt FASTEATEDB"SINEAT I -ONE3I.-16G T116' RATES SHEATHING -ONE SIDE ONLY FASTEN RATED SHEATHING WI MIN. -16 GA.6TAPLE 6' O.F MWI. O FA6TEN RATED BHEATHNG W/HIM. -18 G0. aTgPLE N 6. O.C. NIX. f1 FLOORI WALLI CEILING-0.131-X31rz'NAR.N8•O.G.MAK. FLOORIWALLICELLNG 4.131-X3IM-NALL@S-O.C."AS MIN]-DOBLE11a-XO.02-(2693.)X34.5RSWIO)0.1]1-%11a-NLS(AED) -x0.021T-RIP.) X24-STRAP6W(10)0.1 YN.. ' FLOORJOISTBELOWWALL 4OW DN, I FLOOR JOIST BELOW WALL 6• 5-01 41/1' S-13/4• 41/2- II'-01/4' 41/2' 5-0• 41/1' 10-4• MOO-1643 160 MPH - Vult (Ultimate) EXPOSURE MRH = 30 FEET MASTER MODEL AN IS K g a OS This item has been digitallysigned and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the sienature must be verified on anv electronic col 1a-NAILBRAENO) 4) I 1Y-01/4• I I� - /y B'-71/4' 13'-81/2' 3g'-6_' SOLID— 211-2 3/C 25-5' 28'-9 1/Y — SHOP 36' X N17MJ— 0 39'-0' — 301/2' X 401/4 — J" n------- f 2 1 BEDROOM # 2 60• % 34• / 5/' IN 708 I 105 I R-CAP y m ��R ICEdAN(. I LZ] I "-CAPMY J;I IN •J, o • y M I O11 I 351 FIN PREP.21 s& w/RaI 41 12 ,S WN 36' Oil 1 ./ # 2 a3/4.3 DS 479 Av 13 /\ IC �� F R � \ /-------- Lill sINING/�\ O _ --- Ul PILL REIiPT _ITn --It - � FORE.N� I% 12 14 ID%�' ND \ 3 _ EGRESS 1/2• X 60 FABTEN F 5BYB PUEL BURNING RRF1AOI O FEDORA WHEN INBTAUED. FIREPLACE 511AU. MMPLV WITH U41vT/ A': pl. MIN1 FLI ,I..T MO YENT C:.LNLATMIS LIGXT 11MT RENT RSDE ARO'J RI[O'T IZO. PTJ 190 PT1 I50 Ptl I0. AT.INIU IT SLOROOMNII 141 11IN .4 SE. a. :6 A55 SLOROON eE 10] p aa,< a3 11 PASS LIVINOl01NIN0 ROOM 363 INBOB E244 10.AS 2611 PAGE ANY ATTACHMENi5 TO THIS STRUCILIRE SMALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSIFER ANOIOR INDUCE UN -EUI 262 BEOROOMI,#1 -1/6 'FIN P10. PREP.; / / 12log, -6 14 7 J Re LIVING ROOM ,I --- 1/f X601/4'}-�--{301/2'X601/4'---------713D 1/7 X 601/e—�---- 10'-3 I/2' 14'-2 3/4' 3 I 21-31/4'X//�II 38'-0' (NL POO) IS-8 3/4• I 18'-10 3/4' 6' 5.4 LEGEND - FLOOR PLAIN GYM OL9 QORQIOP.n I.RCTURN AIR ORGP Ili 1©t 12. DUCT RISEN LOCATION IRPI 4ilY R HANDLER LOCJiION ITYPJ GREARWILL Oi5HEARMIALL DESIGNATOR (SEE TABLE] ❑i C... L.GATN.RISSE IRUNLEI 0 © © D ae•, R s na. R1o6e B M, "N"S -MMG WALL 6 CEILING) pV° cDMe. w Mon-ALARMIs gag WLYM" ]VePolm vwr M.-.M ❑ M BT 1 ANN In TYNG NM'GI [ iR6 ee<a n Pu�.gN, oVD al 1 1 O O N9OM 0 O 836 El O 0 O N O 0 N 0 O O O N 0 O O ❑2 Do. ❑6 0 OAR O O a4N .1 AT O N o DSo D 1 2. 4 N 16> 4. 0 O o 0 o D o 0 oD o D 0 0 0 o O § ROOF R-30 WALL R-19 it FLOOR SO R-22 IS NO AN I N I Fp I$ o Bro r= ,R G I� § n —I HRCFI JACOBSEN HOMES MIMP-G402A 60 D MIMP-6602A 30 © V111201B (WIDTH) (HEIGHT) (HEIGHT)(USA) (HEIGHT) OSREAERWALL m m A - 66.06 PSF DESIGN SPECS: LL D D = 1, 76 PSF AN ._ _ Q C = 57.38 PSF e.e.a f D IO PSF W:0MANN SHEAR VALUE: PLF DESIGN SHEAR VALUE T PLP O vERTYRwxa Poec[.D O aYenrYRAING FORCE BAD LOS 3416 LED DESIGN SHEAR VALUE'. OesIGN SHEAR VALUE: 24S P PLP O ONERNRNINO PORGG: O oA[RTURNINO FORCE OOID LD9 D LEE DeSIGN SHEAR VA._ Oe PLP DESIGN SHEAR VALUE: G PLF O OVERNRNING PDRCE: O OVERNRNMO FOP G[0 TD AEG L.N. 4 DESIGN svBAR VALU[- P OEGIGN AIDA. VAwE OPLP OV[RTYRNIND HORSK8 E- O [RTYRXINO FORCE ,Los oLBE E IXINRO .11. 1 -RMALW.,Nn DYLOW NOOW51 AREA ISO PTl LICIT PreOvmev IS¢ Prl �Nr PR IPED I50 J ST51 •=T. O ow a4e IS. 1. e6a >.,3 39e L�.. 6.IS8 . ace4 "I S.A. 4.66 9a0e be3 51,5a'9 >J>1 0S LB 40 e.5a5 6.30 0,14 \ x 18JS] SSS 60>\ SO >O D NO, No 14 N ea e3oe e > o\ >eee o� Be D oaoa eD 1san Sal a >e m3 >v4 WRA u 1> >0005 5 '.NLE OCR 912E W, IZaR FTI LOVxY �R 1' ISG. Ti VENTOC PRO 0 M., IFYJ on 82 ON6>, on x 1 ROD T]91 4Rl O IS AO3 =1.t>9 O B. +606 A a-Ao o idigu mkt +Tu 0 g FLOOR PLANS NOW: 050ME ITEMS SHOWN MAY BE OPTIONAL . FWNDATImJ Ii INOTA0-GD 0R50E, BY OWeeS IND Is 9Jaz'T To ALL DIATG AND LOCAL COOS AND REPREDTIONS > SOD G rt[u9 NI.M uA, 6E ON -MI E' Dr OTHERa III. NPM9 MAr VARY, NOT COVER. BY THESE APPROVED ALAN5, 4 WHEN INSTALLED, ANY GARAGE FLOOR AND REPv FFOUHDATION MG SA -SITS 5! OTHERS. >_ALL RAM.B = AN 6 nuis AvC ON- BY OBY OT s1R, Or OTHERS >: IAD NSTAO- ✓O'AiinG [XITE BY OTHERS PnO'nOeD or oTx[R9 6 /��y, GANEE,T FLORIDALOO xB.S"'Y CALCR For MIN AVID SPIC5, ""' G MI P BUILDING MaORCH -*x BL NIRP,ORGO WITHOVG-A-11D On UT ANY BY TX[R9. m 1 5NW IF -9E PLANS MAY BE NGIPPGV DG TO ]ID] O Ncn EnD To END - on ICE L SHEATHING. anvwx ARE ACTUALAT FLOOR sRLI exr. (� NFICH MAY BimvS ETD D Or AITCx T BE LoiPTEO L F THE END Or BmIOmO THUS N S RCPPPROVPL OF THESE 1114:1. TXI F vR AN OPF INN BUILDING G9 EDHER AN ON- IRMARE eNE. XD NOTE HOUTTHAT ANT THE ®�IA RE<PPROVPL OP THESE MNYS OTC COST THE FL0. SV6'EM CS A B5 MIE AAN.EG -SEENDA IONIO PRO. SEE R'DTCs < S BI91TE PNGPIFOUN05>IOq ON DAV[R. AREA RESERVED FOR USONG AGENCY APPROVAL STAMPS: BY 4-Z-� 9 ?so pr" SAFARI NO w F g e m92_ 00 .m-,. oa ❑❑1:1 ❑❑ED 1:1„❑ ❑❑❑❑ 63802 At i' A PRO REVISIONM Q BY pATC -.-...... D.WN. CHECREp• MT. per' snvawR 6lAIF: fine• . Ab .2 0 �M COMPLIES WI 2017 PLCRIOA RES. CODE, eRPPaurF 0 INCLUDING ALL BY, EORION pW$: 160 MPH EAGDQ: MOD -I..' ,NES mPv um rw AREarmomuL ANDrover n WRWu Tx uww r10we.m awbm an 1RIAIRnw®1WA wnO., Omeam n OmmYnw OP>1M FRCAre a.rr a>1e cm.Tem mnA® TraeaL u nrsTLY rW®11en rr+mer rMm a,m WY.v wau. T1ne rsmVvxo R sse IxYDOT rNw weam nmars ofaY Arm rWu rma m wR®, carmL a olserWRv 1vf2wRm uoaR mnmulm To o11®u ry Aw ruewe mreur wuA lmna wmelmPTav rsnr.um66n two TRo. wRm rAUA.e Aw Au m DaRICDF Ale Ise om,A1w rROreITY Or aAm.ea Hove Au awrn realm. wmm� ]w COrygRHF 1PJ aM4 JADBEREN No.% eA ETT HIIOOIL PUBRUESR ALL N NR RLOEpVCN 1. ALL EXTERIOR DEVICES SMALL BE INSTALLED WrtM A LISTED WeAINEN PROD..xplOn WEATHER RESISTANT CON RI51- INCLUDING ALL CIT. RECCPTACLCS B LIGHT FIXTURES. 2 ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SMALL BE LISTED FOR SUCH Use AND SMALL Be LABeLeD 'WR-IWEATHER RESISTA.11 NUNU. HJUL BURNING JMHC CE: WREN IN5fALIea, FlREPIAGE SHALL COMPLY WTI UL IZR LIGHT AND VENT CALCULATEDN9 LID,T RNe ^IGNr VEND PAFNASIL Isa F J 190 R) ,..VT, 19n PrJ IGFOITI BCO4p0MN 01 H0 1108 1AA 9.BA 111E FA 5 O[DROOM !1 109 B• 1A1 A.2 11.1E PA99 LNINO/pINiNO ROOM 101 I... .,A. I.R. 1D.11 PASS This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies t . ' it ' ■ ■ 1" 7 .1 _ LEGEND - R PLAN SYMBOL. @ORQ 14' RCTDRN AIR DROP 1TTpJ I©S R• WCT RI9CR LOpncN ITYPJ AIR HANDLER LOCATION ITTPJ 2.� BMEARWALL OI SHEARw L DESIGNATOR I.EE TARLEI OCOLUMN LOCATION ISEC TABLEI ®©® 11 PlB 14- OR 1 11W' RIDGE BEAM [[[[Z yr mOv SNORE ALARNB MALL 0 NOI ey DDmO. CNSMDRE ALARMISIE 0� ❑ uu WM21 uPQa�s _ =T wrta eT vm penmen) B CRT'.." IME I.PC_ll T FO MS.I E FRI.. 1 1Re e 90 ❑5 D O o 0 O O O X O 0 O 0 ❑ O O D N 0 Wa ❑ O O O N O O 9 > 1.A N e O 0 O N O El 3 1 1.A X H.10] 5901 l 0 0 0 X O OO ONqd OOD u• A - 55.05 PSF O$HEAKWALL N DESIGN SPECS: LL,Q B = 14.75 PSF o C 3r.58 PSF TMI _ .,, P 0 - 10 PSF W DCBIGNWG.EAR VALUE: DESIGN SHEAR VALUE: A9" ZIONRNIHO -1 PLF O FORCE: 'S OVERNRMNO FORGC: INS LED 29M LEE DESIGN SHEAR VALUE: DESIGN .NEAR VALUE: e PLF pLF O OVERTURNING FORCE O OVERTURNING FORCED 2240 ES 0 LB. 111111 CHCAR VALUE: DESIGN SHEAR VALUE'. 00 P O PLP O GIVERNRXMO FORE+E: 7 OVCRNRNINO FORCE: G LBe O LOS DESIGN SMEAR VALUE: DESIGN SHEAR VALU¢'. O LF oveRTvrervlxo Foecc 8 O PLF DveRTMnxmG roxce: 9]S LED OLB9 ANY ATTACHMENTS TO THIS ST'HUETURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER ANDIOR INSULT LOADS ANOJOH OTHER FORCES ONTO THIS HUODWTWSHftIJC1URE T1oe aT.GW .w.uR. Alm mvmaDUL m r.meeon M.TmAu R1a Tw m1.A..AVAm RNfAN mRFmP1Du ANw11 F1Bwe� v.a1B1..wL An DwnwsJm 1NF. wnRA Dmw6 m ovRmreRN a T10 PAUA.c m.NF v Tm mxlHA. mTmm T1�GL o nvcnT RRolmTlm n.ma.a xem ue NA. m muxu. T1RS NATea u Am RVJ60D A M R!@mlT F8 OFL@01 p1WMER NL MO.WR. MR m N!'RLq OOr61 Y o11QlM ORiKd ARWR WlmVim TO FII® R! AqY 110AB RaTYrt NOO R12TH1 NT6RPAl01 FGY YCMd 14¢N ]N! W1RN FAQAOC AW ALL [10 mI11R110 M011! EmW1S RROIOIY P JAfA.d M90 YL YiBO RL9V4 cC.TRIM 2W WINDOW p CMEDDL' ILNRO .11. T. _ _ - OW E WwOOWSI WSEE - I. FTI MT PROVIDED J VENT PROVIDED 0. PTA m; Be o 0 •OB9 ue1. e1 SOS 30a 20a• .... lm 2AN e2 1ORa Tel 9me F 5>B s»2 LE e.2e 9.H •.11 T.GJ 1.oe Bm 0�6 >ew ai]• � B>s1 .eea D DOon Bme oLe cSIZE oon AREA IN. Fn Paav . . 1 PNV.VICE Isc. Fn o 2 21m9 _ A.7201 0 2LBSB 5.> 0 .TT ".. _I =sIT Oa@ oe RI X ® ACE w nz\ F= oo v B 3 p°o oC�� _g �_ rlm� , 5�v SO By Qa OF 9�9D Lbg 2 sE:: y� FLOOR 1PLAN NOM: sGITEMS SHOWN M E OPTIONAL Rm FOUNDATION Is INSTALLED OR -SITE, BY OW AND A mB:ECT TO ALL s AND LOCAL INS IXSPECTOA% SCYE REMi 540'NN .IS ITEMS MAT APPRGVEO PLL.Vi. ` '0...ATOMM Wlie'ONS S FOUNOATIDH VEXTiLATT. MAT BE MIRY. NOT SITE BYEOTHER& Is ON91TC COVERED ON -SIR, ARE O1 BT TH BY A+.J BY O' O.4SITE1 ALL R<MPB, STAIRS AO AN. NE MSTILUI ON YIY PORCH 9 Is BUI:DING 0 RAIL5 UNITS ARE -SITE BY OTHERS. F� R S .STALLED AT BE UNROre PROVIDED BY ONSITE�1 WITHOUT AE TO SIDE 'm^ N SMI TOOV11 OMmS1ONa SHOWN SHEATHING. R01N0, JP THESE PLANS M THE EXO TO ARE ALNTJAL ETC. IMAT END C NOT BE EF 1 C0. BO FLOOR 911 INCWDE ' 12 'CN MAY BC M WITHOUT ANT TXmIR FLAN .1 LOCATCJ AT SWIM., BER'JCRD OfF-L PRAME BNLOWG EITHER OP TNEmW END OE P AS TIME WiTHOU EPROVAX ,.,;.(JOIST S EE NOTES A OF TM9E PLenS. wN CNX G.E S B SRC NUS11W1OATIOIO - NoTXA' ra SCE COS 63802 gEEE, R. P'UttEpr3 �$ �g R E� a � ap. a Waft IPtl2eAma al. Al nn pMS10N5 e OY DAZE AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: ..NMMC H.W.R. CIGOGD• BUT. 32— PPRoVEO DATE:FIRM aHO S`AM eAa - ro IN�•~4 rr®® RRV— CORNOM r DRq JAC .N N01HE� EAFRT NMeOP= FLORIOA ALL NONTE RCOL'NVCD P.E. On 4/12/2019 copies of this document are not considered signed and BUILDING SIZE:. 8A. Sq11, L MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM [Sq. FL x 3 VA / 120 VOLTS / 15 AMPERES . MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REO'DI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL U65. • 584 5 VA 2682 VA TOTAL VOLT-AMPERES: • 2682 VA 5. SMALL APPLIANCE AND LAUNDRY LOAD AT 1,500 VOLT-AMPERES PER 20 AMPERE CIRCUIT: SMALL APPLIANCE LOAD: 5 x 1,50000 VA F 4500 VA LAUNDRY LOAD, 1 1500.00 VA 1500 VA TOTAL VOLT-AMPERES: • 6000 VA 4. NAMEPLATE RATING OF ALL FIXED APPLIANCES TIN VOLT'AMPERESE CLOTHES DRIERS • 5800 VA RANGE • 9600 VA COOK TOP, • 0 VA V/ALL OVER . 0 VA MICROWAVE OVEN, • 2400 VA DISHWASHER. • 1580 VA GARBAGE DISPOSAL • 1080 VA WATER HEATER • 4750 VA OTHER: • 0 VA OTHER: • 0 VA OTHER 0 VA OTHER: 0 VA TOTAL VOLT-AMPERES: t 250 0 VA 5. NAMEPLATE RATING OF MOTOR AND LOV/-POWER-FACTOR LOADS IIH AMPEE91: RANGE HOCOISI: I x 1.1 AMPERES 1.1 AMPERES EXHAUST FARISI'. 2 x OA AMPERES 14 AMPERES CEILING FAHSI'. 3 % 1 AMPERES 3 AMPERES FURNACE BLOWER (GAS / O14 0 R 8 AMPERES 0 AMPERES TOTAL AMPERES: 5.5 AMPERES MULTIPLY x 12000 VOLTS TOTAL VOLT-AMPERES: • 660 VA G. TOTAL HEATING AND AIR-CONDITIONING LOAD: (USE THE LARGEST OF THE FOLLOY/ING SIX SELECTIONS - 114 THRU IN - IN VOLT-AMPeISSI: A. IOOx OF THE NAMEPLATE RAT1NGS1 .1 THE AIR-CON.:TID.NO AND I OR COOLING MOLT -AMPERES] I x 14400 R100% . 14400 VA LARGEST B. 100% OF THE NAMEPLATE RATLNG!SI OP THE HEAT(. WHCN A NEAT MIN, IS USED WITHOUT ANY 9UPPLctENTAL [L[C RI[ HEATING NDLT-A v=yeS1 I 12000 % YOG . 12000 VA C. 1009 OF THE NUMMEPI-ATE RATroOISI SM THER MLATN. 9 F.- USWL Loop I. EINMS.lD1. TMPC COUTPASus AT PULL NAu XALuE. r A- PT1Na -AEG URGES ANY OTHER ]SECTION IN N08DO Lvov-Aeve6EM 0 0 x 100% - 0 VA D. ICON OF THE NAMEPLATE RATINGS] THE NEAT RIREISIS AID 65% OF THE SUPPLEMENTAL - ..TCC HEATING E T EAT PUMP COMPRI.SCR14 PREVENTED IS.. 0 x O xICON - 0 VA OPCRATINO AT THE SAME nME AS THE SLNXL�.EHHAL NSA'. nDOSS AST x'EED SUPPLEMENTAL ELECTRIC HEATING SYSTEM TO DE ADDED TO THE SUPPLEMENTARY 0 • 0 . COX v 0 VA REST FOR THE AL CENTRAL SPACE -HEATING LOAD WOLT-AMPERCSL TOTAL LOAD ISM D VA E. 65% OF THE NAMEPLATE RATINC-LSI OF ELECTRIC PACE M THAN . SEPARATELTTCO%TRCLLED _UNITS (VOLT-ALRERESi O 0 x 6S - 0 VA F. RO% OF THE NAMEPLATE RATINOCI OF CLECTISO PACE HEATING IT- OR MORE SEPARATELY CONTROLLED i5 MOLT-FMP[RE61. 0 0 x AD.. 0 VA OR THIS VOLT-ANPERB RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: • 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED IN 2 THRU 5 ASOVEI: TOTAL GENERAL LIGHTING / USE CIRCUITS Ili 2682 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD DI: 6000 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLWJCESHI: 25010 VA TOTAL NAMEPLATE RATING OF MOTOR 6 L-P-F LOADS (51: 660 VA TOTAL VOLT-AMPERES COMBINED TOTALS 2-5 ABOVCk 34352 VA 8. TOTAL COMBINED LOAD (FROM 7 ABOVEL 34352 VA FIRST IOKVA AT 100X: 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: 24362 VA B. FIRST IOKVA AT 100%: 10000 VA (PROM 8 ABOVEI 24352 VA - REMAINDER AT 40%: 97408 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: • 197408 VA ��/\J 10. TOTAL COMBINED LOAD (FROM 8 ABOVE(: • 14140.8 VA V TOTAL HEATING AND AL LOADS 6) - LARGEST OF (A) THRU IFI: • 14400 VA SUBTOTAL: • 241000 V4 SUBTOTAL DIVIDED By - VOLTS: / 14000 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: 1A2.25 AMPERES I ELECTRIC SERVILE PANEL 2. 3 4 5. 6. 7. 8. 9, 10 11. 12 A LICENSED ELECTRICAL CONTRACTOR ILICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS, ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHA4. BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NIATIONAL ISIrAl. CODE (NECI ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY -!HERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATERS) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEAT T T E R(SI IS NO INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). ALL ELECTRICAL COMPONENTS SHAL, BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(51, SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALCD BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL CTR] Al CODE NEC) BY A CERTIFIED ELECTRICAL CONTRACTOR ION -SITE, BY OTHERS). ALL 120-VOLT: SINGLE PHASE, MIT AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLlT9 IN ALL BEDROOMS, LVONG ROOMS, DENNIS FAMILY ROOMS, CLOSETS, HALLS, DMINO ROOMS, KITCHENS, LAUNDRY ROOMS, e SIMILM AREAS SHALL BE PROTECTED BY AN MC -FAULT CIRCUIT INING RUFTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A I'HUSHS DUTTON. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES MINIMUM. 24. LUMINAIRES (FIXTURES)IN CLOTHES CLOSETS: A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECE59ED INCANDESCENT LUMINAIRE (FIXTUREI WITH A COMPLETELY ENCLOSED LAMP. (21 A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE). B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (¶ INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. C. LOCATION'. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (21 SURFACE -MOUNTED FLUORESCENT LUMINAIRES IFIXTURESI INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE 15 A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE, (31 RECESSED INCANDESCENT LUMINAIRES [FIXTURES) WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE FXTURE I I AND THE NEAREST POINT OF A STORAGE SPACE. (41 RECESSED FLUORESCENT LUMINAIRES (FIXTURES) THAT ARE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTUREI AND THE NEAREST POINT OF A STORAGE SPACE. 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CORD -CONNECTED LUMINAIRES (FIXTURES), CHAIN-, CABLE-, OR CORD -SUSPENDED -LUMINAIRES IFIXTURESI, LIGHTING TRACK, PENDANTS, OR CEILING - SUSPENDED PADDLEI PANS SHALL Be LOCATED WITHIN A ZONE MEASURED 5 FEET HORIZONTALLY AND a FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE 15 ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. 26. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 27. THE MAIN ELECTRICAL SERVICE PANEL 15 WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND 14 WIRE SYSTEM) FROM THE FACTORY. IT IS THE REESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 15. 50. PER THE 2017 FLORIDA ENERGY CONSERVATION CODE) A MINIMUM OF 75X OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICIENCY LAMPS OR A MINIMUM OF 75X OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICIENCY LAMPS. 15. AMP SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES 14AY BE RELOCATED FROM THE AREA SHOWN ON MAIN PANEL THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS, ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE IN 2L1 THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 111 20 AMPERE 112-2) CIRCUIT. I20/240 VOLT SINGLE PHASE ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH I', HERTZ GFCI PROTECTION FOR PERSONNEL, ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL,. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED OPTIONAL. WITH A WEATHER PROOF (WPI ENCLOSURE ICOVERI, THE INTEGRITY OF WHICH IS NOT EFFECTED 1 OR 1 ADDITIONAL 1• G2 ADO DROPS WHEN AN ATTACHMENT PLUG 15 INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. MAY BE ORDERED AND INSTALLED GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. FOR FUTURE USE, FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO --FAA _Y DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRACE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. sL ,.1B 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS �150 AW LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, ELECTRICAL 145E DSA�R,AAA AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN CIV Y 6 112 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21, IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE, HISS SERVICE PANEL MAN BREAPER SIES PAN 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS N! RISE ea lC.NDSDaoAi.CRA'S SmERSHALL WITHIN 36 INCHES 13 FEET) OF THE OUTSIDE EDGE OF EACH BASIN, THE RECEPTACLE OUTLET GOOD xOReuRp T6 eC COSIDIT THAT IS I A SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE o� ND THEve TIME OR svemON AND AM R.Rl ON, BASIN COUNTERTOP. x[ LOCAL ANxoNTT HAVING NRI9DICTIOH 23, LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. I[mW 150 AMPERE ELECTRIC SERVICE PANEL CALCULATIONS PER NATIQQIALELEOTgIC9L CcQE 220-82 OPTIONAL CALCULATION - DWELLING UNIT MI�N �1/MO E.INNUNS ALL N." CRTHS XxvA1. AND, uTSI ET ..-GETT A DFu OE sumo V Axn :M.w„ s[nn n6E P wcs .. ER C .... ..- ....y.... ee �AxE4 ^' ' - 56 (R G) COPPER GROUND (MINIUUML INSTALLED PER NATIONAL ELECTRICAL CODE GROUND WIRE IS ON -SITE, BY OTHERS REFER, TO NOTES 1, 15. h 16 ON SHED' -2 INCH DIAMETER RIGID METAL OR RIGID NON-METALLIC CONDUIT AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS NPPROVep P�4-12-19 Oy A� NO PTIII�\ © ii 4Q �� R•�.®PINES COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL SIR EDIT:.. * ss o 63802 " s• } I 1 Irl 1, 1 A6 e4 gsNA -Sv e z ppR Z s1 _ a V O T6a��9eR%6sur�N •� !>7N ]6W49 p DAIS: Ei!IIB 0 z W 10 W REVISIONS BY DATE D: TAT. 4renow Bne• . lta 14 OF 15 YIEC: exPONUTR O DOS: 60 MPH MODEL: MOD-1643 ... w. As m,FmomAL AND,ReeTAv . 11e mnem v mu ww r.uPs LanAw m:.mmlu. A,Ew TwAC%m p.Re:AmL NIT 16wnx0,®1q DDn0R1 Pmew@ L. pv,mvTmR D..,o .AUA6q u AR. o T,m m1Dm [utATm n®L u 6mrnY.mTTm n aAewEu, l.m .o w� 6e w.ru. mmx w.m.0 Aa RV2d TO iM RCACR ri NffiS Nm6AT µ1 Nq 6HNY ImT K YAYIl1 ppm¢ o o11aM6C 9RWEm AICA oYl®mm TE o11AJ Iq NM1 FAPC nOKVr plry. npnd AUI14R.¢}pl MI.IApMw KYCI Tlm Gwe➢� rARVC Aro Au m WGE616 Aq M QOl�M rRiOITT w JA®6d IXM. 4y BM. IlppyLD. gtIgNTT SES COPYRIGHT ® aMP, JACESSEH NURP, wFBTY HASSISR FLXGq% ALL aWRY RE C,XE. ELECTRICAL SYMBOLS LEGEND ELECnUCAL CIRCUIT SCHEDULE �� I�TH' ."I U. � O..Sne BY A OWLIFGA ANY'BROR <ERTPIP, YBQRe By LBDRL A,,,'-,- e.GDHE. NEmRI<.L P.x- GRPYT.T m,m" Ii,eBmlmw - snw - NlRwi "mrA�°iIBM ° RrpxT ReAD A. wro_nr.w .0 Nmc.+ ox r.:s BXeB, AND Mae, s ,F la INERNS ® ¢°® B :' I� o ENACT ,�� MIx°"• .<_ o.XE_ M.�x BROAD' GCA ISO -CAR A �Re... ,.PCOB y`.NOT uAeD �.:ow,AnT�n.` "�: Om. v PMR YT,,EtlLNxR nITNOT IDFDWOBe .EEAVCD ME.mxOM9mOTxBRO aKRa �P.W e.i M'RO M Y AA ALARMS PNTERCONNECTED,API - OPHUMA OF—sCL BAL.-aq�mnexx 'BE W E. EPDEK MW R FY, S I. , ®M aYN © _ o-S I'V C—� -1 CLMMCNT RE. WAY I. IS E-ECT AT .M.R .PR , �A MmYmA ARro MNm.TO REDUCED_ � LDEK .LTHD.G. x.NND aRIPIDmOM T CTRIC AMP IRO R�°D��,�`��" � `: ":w MATH m1. ELECTRICAL RISER DIAGRAM f' ..m —� 0 ME I R*e,A-,EBm mBPae a'NARC1. AkLD,NE.D AGNME T1. ALL EXTERIOR DEVICES SHALL BE INSTALLEDE WITH AS LISTED WEATHER PROOF AND/OR SOME ITEM5 SHOWN MAY BE R OPTIONAL, CHECK WITH YOUR SALES ^REP. <IFOR SPECIFICS. W WEATHER RESISTANT LOVERIS -INCLUDING ALL EXT. RECEPTACLES 8 LIGHT FIXTURES. ALL rv, PHONE, AND PAN PftePs ARE OPTIONAL TOTAL NUMBER OF CIRCUITS USED = 20GG TOTAL NUMBER OF STD. BREAKER SLOTS USED = 24= 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE NOT INCLUDING OVAL OR =IGvT PACK BP[iR[R91 LISTED FOR SUCH USE AND SHALL BE LABELED "WIT" (WEATHER RESISTANT). 5 µp GFl µP This item has been digitally signed and sealed by Michael G 03 _ Tomko, P.E. On 4/12/2019 OR� Fn HE mrATED qr urrrv5m 11vwnFErL�gtuL 1 t 1 H Printed copies of this document are not considered signed and m STERN gq "'a 15 HN3gE. GY prg= IH G p 71• HW;FU _ 6Fl _ GFI — fiFl d I s - #1 2 I FImRROM #2 1 sealed and the signature must be verified on any electronic copies w4\ / G Fl w IRO III 105 60' X J4' 1e CI Idf18G F- 7 vHUCUBUX HiAP $ m ICE -OAK I= I r O I / \� W -_ Fl x D6 I It• H I u � i 011tfi FAN PfEPy NI �- z II \ / � �I F H i 5 #1L I 711� ) ar/r. or '/ SO 'a \ D OINING\ ® 3H3 \ Y en 3 IS IS 2 R 5 -� ® XX W ELL SIMBI 6 70 X 25 mmellNm 3 7 I X 13 12 14 RA 25 NU = �' 1 l 6Fl 6 7 / / / REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: KP BEDROOM #1 Ea G i _ _ _ / / _ (��/j,�, .aLIN, A,- BK,. R.EA. , O. A- `\ / i'FAN PfdP. `B( \ i'�EM `\ i Lvvly `v -PST ONE C BN.L� S- AAVS .Ew a \ O / / / \ '• \ F THM UnLEADL. AT N.T N TO DO INSTAueD IM AN 111X111 CONDITION -ANY REIGL QUIRED EDNEXTERMS I or FAN FI✓EP1 / — / OT / 1109• 11 I � � OLeTB MY GRADE LEVED 6HALL Be DRILLED GN-.HA BY .1. 7 Y \A� FM PFffPII REQUIRED EXTERIOR DEVICE LISTINGS: m M/ \\ �/ I //(�!/jQJ 1. ALL EXTERIOR DEVICES SHELL BE INSTALLED n'ITP A LISTED WEATHER PROD= AND/OR / ' _ `�1AR�p 11 ( / WEATHER RESISTANT COVERS;- INCLUDING A_L EXT. RECEPTACLES B LIGHT MIXTURES. /1 ll!! LUI I mpNl \' 2 ALL DEICER INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL Be LISTED FOR SUCH USE AND SHALL BE LABELED MR•IVIBATXER RCSISTANTI fi I fi LIVING ROOM an 2 I HVAC ELECTRICAL INFORMATION/ GENERAL NOTES: / G Y Y OL9 --__ I / •//+ L A 6CRVNM eeeeninae sNALL Be INSTALLED WITHIN aB' OP IS Xvnc eOmPMexT Iuxm. THIS rte0m PALL Be INSTALLED P[D RECEPTPCL[ 6 OR' -OTT[, BY OTHERS ISY A <[flTI11ED mOHI ELECTRICAL CONTRACTOR( 3. EQUIPMENT SHALL BE PIS BDEDEIN WITR REASERVED, AT A WITH DISCONNECTS ADJACENT POSITION We TATNAD13 PART O Is BEING sIXGUM A D .1 SWITCH NIC1 ALL .1 a UN THAT IS RS A L D HVAC PERMITTED T S EMS AS WE ec NC A We MEANS, WHERE CONDUCTORS SHALL BB PEPMITTEO ALSO SEEMS :. Tx[ READILY AC O ACCESSIBLE WHERE ��p1p ER DISCONNECTING REPHD ARE NEC SHALL PROVIDED BY P INSTALLED ACCESSIBLE ENEMY BREAKER. THIS REQUIRED DISCONNECT SHALL BE IN6TALL[D ON-SBTE, BY OTHERS. WREN MORE THAN ONE SMOK@ ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY B[ WELL OR CEILING MOUNTED > MI[D ELECTRICAL CONTRACTOR SHALL VERIA THE ELECTRICAL LOAD [PLCVLatlOxs SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOLATIONW: DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCOM THE A IN SUCH A MANNER THAT TIN ACCORDANCE WITH THEIR LISTINGS(. THE ACTIVATION OF E ALARM WILL ACTIVATE ALL OF E ALARMS IN TX[ INDIVIDUAL THE X - HAVE SEEN INSTALLS. IBY O IN. UNIT. ANY ADDITION OF A P0661L-PU@L-BURNING HEATER OR APPLIANCE, OR AN ATTACHED A' G UNIT , OF FLEE. 6 OARSESUPPLIED 6INSTALE ON -BIT ,BT WELL WSR.. TNC 6IIIMG I, O SIDEACH SLEEPING ROOM. GARAGE REOUIR[S THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM x.siKLL,lOx OM THE IUIx1SHALL BeP.. ' -VAC BY A U IPe WELL FLORIDAANY MQAJXGD 3, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ALL SMOKE ALARMS T THE BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISI045 OF THE FBC AND TXE HOUSEHOLD PIRG WARNING EQUIPMENT PROVISIONS OF NPPA ]3. WITHIN 10 PEG. OF ANY ROOM USED FOR SLEEPING PURPOSES MY OTX[R5. [.CONICS TOR ANN!CT. SHALL BCOUPLETEO BY A OUALIBYW OCALLICENEEO, 3. ON EACH ADDITIONAL STORY OF THE DWELL ING, INCLUDING BASEMENTS BUT NOT INCLUDING CONTRACTOR mn I, BV'BVeci TO IN —ON uO AnwtAl ,i TNC LOCAL .NRI,OIC110N CRAWL SPACES AND UNINHABITABLE ATTICS. I1: DWELLINGS OR PN[LL1NG UNITS WTH THE REQUIRED SMOKE ALARMS SHALL R[CCIve THEIR PRIMARY POWER FROM THE BUILDING MMIn-YPANEL SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A WIRING WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY R18 ENPVIED LO THE HAM momSMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE WE E AOJARNT POWER 19 INTERRUPTED. SHALL RECEIVE POWER FROM A BATTERY WIRING SHALL BE `V LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STOP. BELOW PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER ELECTRICAL PANELORANY PORTION DVPL THE B lLU NG? POwE THE UPPER LEVEL CURRENT PROTECTION. 1. A LICENSED ELECTRICAL CONTRACTOR INCENSE] I CERTIFIED IN THE STATE OP PORRION SHALL MAKE ALL RCGUIRCD ON -SITE CECTPICAL CONNCCTONS, ALL OF THC ONMITC CONNECTIONS ARE SUBJECT TO LOCAL NSPCCTION AND APPROVAL. 2. ERnLan -Ax. BOwT PYt ELAPSE r Ao ro urea uxa OmRn MBIa+w Pmm p Ru YDseM YVCN RWu, LCBt PAw� Iv.Rr, GOeEI\ RWI, OOPu VJq E COCAR ERA, rNLL m IIYTeCrm BY M SMOKE CPM g&HAL L 5 PMBIOCI TBTE O DO T lE We ACTIVATION O M YMY ALARM >. CAUSE ALARMS ,NALL a MreecONxOr AL Bo TNpr THe AALIG1ox OF ANY ONC ALARM WILLLGCbeC SIxULTPNITH D ACTIVATION CP ML OtHER s.OKE EOr II P L POWER ALARMS SHALL OE EQUIPPED WITH A OP.CA1 OPCRNP RC COUN IRO CAPE OP PRIMARY POWER FAILURE sMMO A Ave S VATS EnW WALL OR CEILINBOTTOMG 9. SMOKE ALARMSAND WITHCARBON THEIR MONOXIDE ALPRM9 VAT BE MALL OR CEILING MOUNTED IIN ADDITION O WITH THEIR LISTING51, 5. ANY ADDITION OF A EINST INSTALLATION HEATER OR PPPL CARBON OR NO ATTACHED WITHIN REQUIRES FEETO THE INSTALLATION OF AN SLEEPING PURPOSES CARBON THERE)). ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SL[[PING PJRP05[5 MY OTN[fl41. ELICIRICAL NOTES: B. LIGHTING OUTLETS RmO meeAT LEAST ONE WALL SWITCH -CONTROLLED UGHTRM OUTLET SHALL Be INSTALLED IN EVERT HABITABLE ROOM AND BATHROOM ]. ALL -.x .. LOCATED WGmx BIG FEer OF A SAN OR SAW. ,HALL BE COMING. WIm GFCI PROTECTION FOR PEPOWeL ALL RECEPTACLE OMnETS SERVING COUNTCRTDPN, LOCATED N WE nTCMW SHALL Be EQUIPPED WITH GPCt PROTECTION FOR PERSONNeL B. ALL RECEPTACLIC OUTLETS NGTALLCD oN THE EXTERIOR F We BUILDINGSHALL Be EQUIPPED WITH TLW HCR PROOF PI ENCLOSURE ICOVCRIW INTEGRITY OF WHICH IS NOT EPPCCTED WHEN AN TTAUHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9. GFLI PROTECTION MAY Be PROVIDED BY EITHER A MEANER DO A OFCI RECEPTACLE, 10. IN ALL BUILDING•; AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN Se cHO, D Feel OF WE OUTSIDE a n EE DGET SHALL Be LOCATED ON A WALL OR PARTITION WIT IS AD.IAGINT TO THC BASIN BR TNC BASIN COUNTERTOP. 11 . DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 10 20 AMPERE 03-L CIRCUIT, 12. FAN I LIGHT COMBINATIOXS SHALL Be INSTALLED WITH SEPARATE SWITCHES. I>.CEILING PANS SHALL Be INSTALLED so THAT WE u0e0 BOTTOM OP WE eTo WE FINISHED E[ FLOOR EVEL WILL a SC INCHES MINIMUM. GAVE BEEN END-UMO IN WEE-E q0 CK<s INev.RYSOO., THEREWxe WE' CAN Ce NSTNleO WRXdrt RAP FLAN R[APPROVAL la. SANTCMA, RECEPTACLES, Ax0 I DR OTHER INURES MAT Be RELOCATES FROM We AREA SHOWN ON THISM APPROVED PLe I DETAILS e TO CONSTRUCTION RISTRAlMe. ALL LOnnONG SHALL COMPLY WITH AP PLICABLE SECTIONS OF We XA1N.NA1 F I5. CHASSIS RAMC' SHICTIR PLANS. ,TXB IT a SHALL FALSO Be SONIMALUL TO THE xg6515FOP TH@ SECTION ON WHICHCHASSIS IT SECTIONS TFORTEO T RE CISAUNIT R RAPERS SXALL PESO Be S[iNGPO ALL CRAS915 -SMAFOR THE ENTIRE UNIT ORUNITS CONNECTED ALL REQUIRED eD RACINTHE NDACYK oR CKYRI AL BY beOorxertPA N, S w SUBJec UzI,GTO mecnLX BY rxe LDUI CH I6. WeSPIN[IM We FA TORT I Pal ICONSE x[UTRAVBRENO R WIRE .STEM. FROM a FK AL CONTRATOR TO Oe TXC BON MAY BETWEENIO ML IRE INSOUND TALLATION ON OV-O C IJ. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATIOX ON -SITE. 63802 M tl 9a g JE�TYAPBYYAH fN Isp aeLmH b b r I RLVISIONS I I L'�, I BY I DATE I AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: DNAWY' D.W.H. CIECKJEDN N.T. pPPR0"' PP.Me. HRHAAAAAR DA1E: {Alllmr m®MMu a• o IDS sue'' IBM. r-w 0 4-12-19 No 1. FEET N RO Ga IS e T^ �\ BY V ENEET. 9yf A BOB grwpNL AS, Yp@TMT Wlm/Y Txv mllYl6 Y TY wAWOr PAYYB Mnp mlaeRlLL YYRI TIIe®'IRAL ANY BOBwNUII®DOWRrN Pm4 AS BYI0VIY1 Y TIN FAGQAQ. Y ART - THE WNpG6 CORP. TROOPS. Y F16TLT 10®Id 6. JAORG 104 u0 MAY Y MOM, TRY WTeaAY Y! PRDI d m TI¢ 6CP0T PR YES PYEOLO aRT R19 NNLL IN EC REAN� CTq Y ollllfi6E maFRBa AEp NImY1P TO o1M,1V1 ART PIYYC SO HEBY m9, RIOITOI AmNTPAMI PmL lYSE6E11P16 TqS L4r9Y FMlYC AND Au N. EVigT, AS, TRS eKYYM R,YYIT OF JACWCI lm ALL. MM6 RCORB CCHAR Em COPTNONT 0 OMq .— GB EN HONCDI BAPETT RAPd01L moves µ3. NODS REOCRVED. PPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF NUM ROOF ANGLE IS NOT EXCEEDED. ALL GAUSS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE. SPECIFIED ABOVE. TMCAL FWAIIIIN � FOUIRIATRA UESKN/CONSTRI1CIgN CN-SM BY OTHERS AND IS SUB.ECT TO LOG! CODES AND MSPECTI NS. 3r TYP. Sod WAIL FOIRDATNN 9101NT - 0110t FGMATON TYPES UAY BE UTLW IV X V TYPICAL VENT ELEVATION NOTES: FOWATIN VENTRATWN SEE CROSS-SECRON FOR PER ENCLOM DESIM ROOFyF V11 RATION �yTDp,r'.��E E�E�y1 �EYMWPIAIR /'rBVl<+RON 9 PER NRS))ESSN SEE VERMgCT10E1 FOR MOB` TI®� PER FNCAREIiEO OF9(il ROOF NNIIIAR011 This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies RJACOSSEN 1. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS R. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL - AND 15 SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN WAY REQUIRE SITE INSTALLATION. AND INSPECTIONS. VENTS. EITHER THESE METHODS MAY BE USED IC ITEMS MAY BE BY OTHERS. 4. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. IN SEPARATELY OR IN LONBINATIOU. ifi. TSOMEHESE TIOVIN CALLON-SITE,C THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ® MOS SITE ITEMS MAY VARY, NOT COVERED BY THESE 3. ROOF OVERHANG EAVEI SIZES MAY VAP.Y. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS. FRONT AND REAR EAVESEAVES ARE IS AND SIDE EA E OF THE FINAL STUTTERS,. ITEMS SUCH AS SIDING 3. INSTALLED, THE GARAGE FLOOR AND REDID VAST FROM SIZES TO e' NOMINAL 5VENT SHINGLE TYPE, SHUTTERS, ITEMS, ETC.. MAY MAY FWHENOUNDATION FOUNDATION ARE ON -SITE, BY OTHERS. 10. ST BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. IONS SHOWN. 4. ANY STEPS AND RAILS ARE E BY OTHERS. EXTERIOR OF THE BUILDING EXHAUST E U LDING AND S=ALL NOTE H U 1) STEPS 5 C 5 AND RAILS ARE ON -SIT[, BY OTHERS. S. LANDSCAPING TYPICAL, ON -SITE, STA OTHERS. INTO THE ROOF CAVE OR OTHER CONCEALED SPACE. 10. ENGINEERING FOR SITE ITEMS, OTHERS. bOo yA�. m 6. AC AND HEATING UNITS ARE INSTALLED ARESITE, 11. AN VI:THOUT ANY THIS BUILDING MAY BE MPLANS 15. ALL ITEMS RELATING SI ACCESSIBILITY ON THE SITE ARE IIP� �•QV ] M BY OTTERS AND MAY BE RELOCATED FROM SHOWN. OF THESE PLANS MAT BE "FLIPPED" I DESIGNED AND INSTALLED BY OTHERS LE ( AND ). ELEVATION TYPICAL ONLY. ON -SITE PORTIDNS SIDE TO SIDE 51DE AND/OR ENO TO [NC). AP ROV BY THEM ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL SAFETY HAR90R] t1 34695 R OF EXTERIOR MAY BE CHANGED BY THE BUILDING BY @. A FOUNDATION FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING CONTRACTOR, SUBJECT TO LOCAL APPROVAL FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 10. ROUTAUTHORITY. -A MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANE. �M.� A -726-TT38 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCTISI ALONG WITH THE ARCHITECT ANO/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RCSPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERPOR.YA.NCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. 63802 ` e NA`LR NO NN RX �a RO4M1fYANjc� ,w .RSH a..ma E I9u i 0 PL 0 2 mi REVISIONS /.� 6Y DAFE AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: MII^w^I DRUM. CIRCKED: M.T. ®®.nn ten.. I,PPROVfO FRA 0 °i NO IN PA oa m UU Ao]AR VATIC 4/640U1 srA1EI w BASS - I SHEFi: PREACE'SURANG—ANCESSFEREVERMALARS.. TI¢ TT IM V WI11V.® IBq w- ePA BnOmR P OnImVI¢1 w nN IIRMP. w M w TO mR1ea1B LGnAOa •�L O IIRILe IOmt]m R] YCRT NLRu Am WT tl YY%nL T!Y 1mYS MX IPW¢O lO TQ t690R RW RR�R: Peps OWY MO OWL Im] tl KJNmL Owl6R q OP®RY IORiI® AIOR4 OIKT@Nltl A OII¢H ]ORYII ]WwB RRMR O}T! WY]Td MIINPPNIPI ]AY iRMAd M[YER T10 quY➢M P/QNE Y0 4L IIR CpIRKIR IIm M [0YM PRYCIIT T.W.[ORd M\® ML IOMR KRONER .. LOTIIGXT l'LJ ]O1R� JLLOBYLY MOIRA YAPCfT HMWII f1DOOI, A41. dONIY IIEBERVEO. OTHER APPROVE., LISTED rrtu9ses MAY BE SUBSTITUTE. IP MAXI X. re.OP ANOLe 1. NOT exceeoeo.I 1 AALL CALLS CONTAINED WITHIN THIS PACFAOE ARE BASEO ON THE MAX ALLOAAS C DES;GN ROOF ANGLE, SPECIPIED ABOVE. P SGC 4 Dcs:va . UPy\!.NN` IB'LOµ pOY CPC 1M+ JP0.'1\ IV X D' TYPICAL ST FOUNDATION VTNRAROT PER ENGINEERED DERRI a A. TYPICAL PA"FOODATON DESIGN/CONSINC➢ON ON -SITE BY OTIR6 RID 6 SIID,ECT TO TOUL CODES AND MFPECEOS TB' TIP. STEM WALL FODOAROI IDS - OTHER FOOOATION TYPES MAY BE III. IV 1 g TmMJI 4TM ELEVATION NOTES: FOMOATOR VENIIUTIOI SEE CRO¢SECOON FOR PER ENON9AED DESIGN ROOF vENT"1OR 111 TYPICAL FOODARON FMATNN DESIM/CL`SITIM RMI ON-SNE BY DNE16 AND 6 SOBECT TO LOLL ODES AND DLSPECDO(S _SMII JKLIfLMOM SHOWN - DINER FOOOAROI TYPES MAY DE UIUM ELEVATION NOTES SEE a=-STCDOT FOR ROOF VENTILATION Wavift 'A,"®N This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies NOTE: THESE ELEVATIONS ARE TYPICAL ARCHITECTURE DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATIONS OF THE FINAL STRUCTURE. ITEMS SUCH AS ROOF PITCH, 51131NG TYPE, SHINGLE TYPE, SHUTTERS, & DEO CRAE TIVOPTIONS, ECT. MAY VARY FROM THESE ELEVATIONS. ELEV/l'IION id0'IE,S: ��d®�� I. FOUNDATION IS INSTALLED ON -SITE, BY OTHERS & - ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH I5. - SOME ITEMS SHOWN MAY BE OPTIONAL. AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF N. SOME ITEMB SHOWN MAY REOWRB SITE INSTALLATION. AND INSPECTIONS. VENTS. EITHER OF THESE MET,.ODS MAY B2 USED 15. SOME ITEMS SHO'NN MAY BE ON -SITE, BY OTHERS. LLL�� ® MOS 2 SOME ITEMS SHOWN MAY BE COVERED BY OTHERS SITE ITEMS MAY VARY, NOT ON -SITE BY THESE 9. SEPARATELY OR IN OOMSINATION ROOF OVERHANG IGAVEI SIZES NAT MAY VARY. TYPICAL 16. THESESAND ELEVATIONS ARE TYPICAL ARCHITECTURAL DESIGNS AND MAY VARY FROM THE ARCHITECTURAL ELEVATION APPROVED PLANE. B. WHEN INSTALLED, THE GARAGE FLOOR AND REO'D ARE IJ I/2" AND FRONT AND REAR EAVES SIDE [AYES VARY FROM TO 6^ NOMINAL SIZES, OF THE FINAL STRUCTURE ITEMS SUCH AS SIDING TYPE SHINGLE TYPE, SHUTTERS, ITEMS, ETC, MAY FOUNDATION ARE ON -SITE, BY OTHERS. 10. VENT BATH EXHAUST PANS SHALL VENTED TO THE S7 IONS SHOWN, VARY FROM THESE ELEVATIONS SHOWN. 4. ANY STEPS AND RAILS ARE 0&SITE, BY OTHERS. N EXTERIOR OFTHE BUILDING AVO SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. S. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALeO SPACE, 10. ENGINEERING FOR SUE ITEMS, BY OTHERS. 6. AS AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUILDING MAY BE M:RROREO WITHOUT ANY Ia. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE 600 PACKARD COURT, BT OTHERS AND MAT BE RELOCATED FROM SHOWN. RE -APPROVAL OF THESE PLANS WAY BE 'FLIPPED' DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND T. ELEVATION IS TYPICAL ONLY, ON -SITE PORTIONS SIDE TO SIDE AND/OR ENO TO END1. ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL S%iFEIY HARBO,D FL 34695 OF EXTERIOR MAY BE CHANGED BY THE BUILDING 12. FOUNDATION VENTS ARE TTPICAL .NET ALL JURISDICTION HAVING AUTHORITY. y CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS. 737-n6.1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOSSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCTI51 ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL FERFORMFNCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMTPS �4—T2—T9 uy NO P COMPLIES W/ 2017 FLORIDA RES. CODE, INCLUDING ALL 5'1. EDITION 63802 o l `#/ONA47vE��+ e g nt silo + n B z tl a O �6 2W�'NY051RANR armu R In4 ea�j o NO NO REVISIONS BY DAZE URCIIm' N.T. DATE: �/BnotR scn1T: Bna . roR 7 OF is WEC: ExP^-Nr. D DWS: 150 MPH NODD: MOO-1641 ,NERESSOMPRAPIPSAMRSESSNFERENTALARE.. THs wnu:r s TUB wmw r.ol.� mOAa mlmml0. Raw PnwFO smlATw. ARr w1mF®1Ye Bs.Dy Omuue v wlmmeR w T10 -.vAre v u1r s.1a wnc+• axrAvd MR�L u.mmT rmmne S) J.rmw 1oi..Ho ..T.e Nu.TA. THw YLmv11s Aa rWEd TO.M 6TDmIT 11E VeYID rIM WT PJ0 rMYY HOT X NIHOm, GVCO, a ODDfRIC bM.® ATOM OO.dVlim TO OII® IR NM1 NMB.IIIWR WPAr RM.CI MINPR.LTw rfLY YIXMCI Ii1w TO A4IN rI4VC MID NY m CiRG.r AIm rK CY61aM 111[IBfr V J-Ctld MVI. NL AT V2rPVp RRR01. EPl DDFTUDHT IO a... JAcwoeH NDNE0. RAFLRT xumBM1 FLouDA, Au pDlm RERERvOX PLUM13IING NOTOS: 1. THE CRAIWWASTWENT IDWVI 5TSTEM FHALL Se CONSTRUCTED Cr MATERIALS LISTED IN, OR ALLOW90 BY, T FIORE DA PLUMBING CODE_. 3. DWV SYSTEMS MAY Be ADS OR PVC ?[PING. ]. TUB AND/OR. SHOWER P-TRAP ACCESS IS PROVIDED UNDER HONE, UNLESS OTHERWISE NOTED ON THE PLANS (WHEN INSTALLEDI. /, THE BUILDING GRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 5. THE WATER HEATER SHALL HAVE A SAFETY PAN WITH I INCH MINIMUM DRAIN TO THE EXTERIOR OR THE BUILDING ION-51TB, BY OTHERS). 6. THE WATER HEATER T&P RELIEF VALVE SHALL DRAIN TO THE EXTERIOR ION -SITE, BY OTHERS) i. THERMAL EXPANSION DEVICE, Ir REQUIRED BY WATER NEATER INSTALLATION INSTRUCTIONS, SHALL Be INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. S. ALL PLUMBING FIXTURES SHALL HAVE A SEPARATE SHUTOFF VALVE. G. A SHUTOFF VALVE STALL Be INSTAL'-EO WITHIN THREE FEET OF THE FRESH LORE WATER INLET TO THE OUILC:NG (THIS SHALL Be IN57ALLED ON -SITE, BY OTHERSI AND SHALL BE SUBJECT TO LOCAL AFP40VAL ✓ B• VERY THRU ROOF J (See PLAN FOR LOCATION NOT ReOUIMI ALL PLAN51 T". 130 VIEW O �$ SCALE: MS L1 V]•GCNT ➢W RDor OR J ISTI! AIR ADNmANCE VALVE AAVI OR .1N . Y VENT TUB /i \1 112E -TI- W.C. ACT NeXT VC, TY $ SCALE[ NITS 10, INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RES15TANCE iR-VALUE[ OF R-3 SHALL BE APPLIED TO THE FOLLOWING: 1. PIPING LARGER THEN 314 INCH NOMINAL DIAMETER, Z PIPING rNEA TWOT —C. EAHU I. INS KITCHEN FITSTE 3. PIPINGLOCATEDOUTSIDE THE CONDITIONED SPACE. NOMINAL PIPE DIAMETER FOR T R GIVEN IN TA (PER THEFLORIDA ENERGY CONSERVATION CODE 1019I 11. WATER SUPPLY LINES SHALL BE PCX, POLYBUTYLENe, CPVC OR COPPER. 13, WATER SUPPLY STUB UPS TO BE 1/1° 13. ALL SUPPLY "CROSSOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE. By OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL. 14. ALL SHOWER STALLS SHALL Be COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF TO INCHES ABOVE THE FINISHED PLCOR LEVEL. 1F THIS 15 NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL Be SUBJECT TO LOCAL APPROVAL. 15. WHEN PROVIDED, ALL SHOVER FIXTURES SHALL M CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 110'F F`Le CI. 16_ ALL LAVE SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 17. ALL ON -SITE PLUMBING SHALL Be CONNECTED OR INSTALLED BT A LICENSED PLUMBING CONTRACTOR. ALL ON -BITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JUR1sDICTI.N. Zb— JADMITTANCE DM[ 1 113E YEAS AROOF OR LISTEO AIR Xj3'VENT VgLVe AAVI OR JOIN vq Y vent SXONTR 1• � . " �a� $ SCALE: NTS 11/3° NEXT THRU ROOF OR LISTED J✓ AIR MWITTAINCE VALVE IAAVI iIE 1 vz vn• rrpo To 00ML_?, �($ SCALE: NIS VM TA9I•E: DISTANCE Or FIXTURE TRAP PROM VENT CIZE OF TRAP II HCXE51 SLOPE (INCHES PEROOT) F TGM`IF DISTANCEERCN TFPP IF EEii 110 S'-0. TK- e' M S• I/0° I3'O• TABLE P3105.1 FROM FLORIDA RESIDENTIAL CODE SITE INSPEiMONS AND TESTING IS REDID A TER TIRE PWIflWG INSTALLED IB R_•DV rRa TO REEL ILL THE WABNB WATER 1 UP WBDD10 M AND THE RJUAON-W hM8 APPLIES DIIER TO OWN InOTE L WATER SURELY BTBlB1 AND TXE OM[µ O INSPECTION AND VENT - VIE BBy we ALL OM BT! CONN[CIIDNB ARL AUTHORITY KI D9PErnax AND CONNECTOR, By THE LOCAL HAVING, T E Lic Ye, rueC ONO! ALL NhBIR COMRR FOR HAVE BEHI WIOND ON THE OMPLEO RWpOg CONTIIARBII URGE IT RECOVER WOW OF THE FLONDA CWG This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1 TER VENT TXRU RCCP CR LISTED JNR ADMITTANCE VALVE IIXAVI LAV, I IRE rtr�. IRA,v. ORML �$ SCALE: NIS 1 112E VENT THIS) ROOF OR LISTED JAIR ADMITTANCE VALVE IAAN SIT. SINK nn• I va f 1 V]E VENT THRU ROOF OR J ✓ ISTED MR ADUNTINI VALVE UNA OR JBIN VI/ W VENT WASHER 3' � TO, WASR DWaIR $ SCALE: NITS �3��tr . slw oeA1rMAR �$ SCALE: NIS REVISIONS Q BY SAFE AREA RESERVED FOR LISTING AGENCY APPROVAL ST WS: MINA CR M.T. �v v PROVEv°voem..,.. ia• I,pOO 4-12-19 NO 0 �rp�Q UP 4D pop P.1K. — Ppyfq-OgRTER h llbllRB SN(�EpET IAHyyGu M a Y/E(: /�M�MR s■� ¢ i/A An! [xpoauTa D COMPLIES W/ 3017 FLCRICA RES. COD[, INCLUDING ALL 6HN EDITION DWS: ICO MPH MODEL: M00-i0a0 Aln HANG ARE CiFv[mAL uD FRLTRT. MRRNNA TW PMIBOa Ar TNs PAV. IXRA! eiRAP PtrXGRBAL A.M. . Y.G.ARYAAA WNIp® E.S. LVYPA PYOMR, A. PYImNWI Or Tb FA4Mq P ANY OF Tw REASONING CaMym TI®L. aNLTLT rMa011m RE. pp. YT RE WxrIL TIRY COPf111OXT �} 1018� JACOOGCM MOYEB� YArRT M4LBOR, RDgOA ALL RWNi. Rf9ERV[B- FOLIlO lP THISOtmOR Fil RT[CTC MRb 0•Ll YO SMALL NET BE SENSORS GROSS GS Of1OYX9E R06AI® AIGtl OYIOAYI[D TO OLICO RA MR. AAPO.RIRN . N11. TTd MOWRAYNI EGGS ,MMN, HANDS TIES . FAOJIE YD ML OX GGXRX OO /R TEC 00LOM OOORY R JAf.WOd [COO MY E.T OCtlMO. 0.YIFMY EN 1" INLET 3'-11 1/8" 3/4" 1 3/4" 3/4" 3/4° WASHER TOILET k 1 /2" V 7 / A - PAN LAV 3'-111 8'-4 1 3/4" MAKER 1-9 1 /4" 16'-1 3/4" 3/4" K. SINK z — Lo 3/4" TOILET M 1/2T LAV LEGEND I" LINE 31411 LINE V2" LINE TUB This item has been �li&alw sipnpd and gpnln Tomk" P.E. On 4/1 /2019 Printed copies ofthis document are not considered signed and K sealed and the siRn Lure must be verified on anv electronic copies 3/4" 3/4" 3/4^ 3/4^ 1 /2B SHOWER K. SINK � 3/4" N WASHER I ro ...k. H13T 1/2' 3/4'� LAV PAN LAV POTABLE WATER SUPPLY SYSTEM NOTES: L INA7ER SUPPLY PIPING SHALL Be TYPE -L CO -PER. CPVC. CROSS LINKED POLY. CTXYLCNe OR OTHER MATERIALS APPROVED PER STILE S.S1.1 LOCal I.Ce.l. WATER HAMMERARRESTORS NOT REOJIR CD WITH NONMETALLIC WATER LwCS. B, TXe WATER A TER SHALL HAVE A SAFETY PAN WITH I INCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING ON -WTI!, BY AU ICOTXER91- TeR HEATER TMP RELP VALVE SMALL CRASH TO ,XE ENTERI.N N-SITS, BY OTHERS, B. TM ERMAL EXPANSION DEVICC, IF CORNICD BY WATER HEATER INSTALIATION INSTRUCTONS, SHALL BE INSTALLED ON -SITE, BY OTHCRS AND SHALL Be SUBIE CT TO LOCAL APPROVAL B. ALL M.WN.O PIXNRES SHALL HAVE A SEPARATE SHUTORF VLLVC. Y. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OP TXE FRESH �® WATER INLET To THe BuuowG THIS SHALL BB INSTALLED ON. SITE, BY OTHERS; BCCT To LOCAL APPROVAL. S. WATSHALLU BE SPIPING dsTALLEG IN ANY WALL EXPGSID TO THe EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OP THE EXTERIOR WALL INSULATIOtt Mm ALL WATER LINES LOCATED IN ANY URCONOITIONID SPACES SHALL BE INGULATCO WITH MINIMUM R-69 INSULATION ION -SITE, BY OTHERSI WATER SUPPLY STUB IS TO BE vs 10. ALL SUPPLY AOROSSOVer IMATING ONCS1 P PING SHALL Be GDNNeGR TED ON -SE. BY OTERS, AND SHALL BE SL TO LEGAL. APPYU.N1 11. ALL SHOWER STALLS SHALL BE COVERED WITH ANONASSORBCNT MATERIAL TO A MINIMUM HEIGHT OF TO INCHES ABOVE THE FINISHED FLOOR LEVCL 1P TH19 IS NOT FACTORY INSTALLED IT SMALL Be COMPLETED ON -SITE, BY OTHERS. AND SHALL BE SUBJECT TO LOCAL APPROVAL 19. WHEN PROVIDED, ALL PIXNRES FOR SHOWCR191. TUBISI, AND/OR TUBI9XOWer COMBINATIONS SHALL BE CONTRDLLCD BY AN APPROVED MIXING VALVE WITH A MAXIMUM OOTLET TEMPERATURE OF 12dr I48.YC4 1J. ALL LAYS SHALL BE CONTROLLED BY AN APPROVED MIMING VALVE. H. EXTERIOR FAUCCTs HOSE BIBS OR WALL HYDRANTS SYSTER WPFl.Y WTLETS WITH MDOe THREADS, SHALL BE UIPPED WITH A VA.. SISTER. INSTALLED PER THE MA O e INSTALLCO ON -BITS BY O 15 ALL oM-SITS SPLUMB NT TS ALL Be FCOXMICTeO OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHLLL BE SUBJECT TO REQUIRES INSPECTONS AN^ APPROVAL BY THE LOCAL AUTHORITY THAT MAY? IR RISDIM.N. in SITE INSPEC'f113iM5 AN13 TESTING IS REgFU A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO MAKE ALL CONNECTIONS AFTER THE BUILDING IS INSTALLED ON -SITE [THIS APPLIES TO THE POTABLE WATER SUPPLY SYSTEM AND THE DRAIN, WASTE, AND VENT - DWV SYSTEMI. ALL ON -SITE CONNECTIONS ARE SUBJECT TO INSPECTION AND REVIEW BY THE LOCAL JURISDICTION HAVING AUTHORITY. ONCE ALL ON -SITE CONNECTIONS HAVE BEEN COMPLETED, THE LICENSED PLUMBING CONTRACTOR SHALL PERFORM ALL INSPECTIONS ON THE COMPLETED SYSTEMS IN ACCORDANCE WITH SECTION P2605 OF THE FLORIDA CODE. LOOK, o K4jg�za C W AREA RESERVED FOR 1ISnN0 AGENCYAPPROVAL SWIPSR /PROVgo ®Pr^ i We XMW 4-12-19 WmR NO ® ..® I COMPLIES W1 2017 FLORIDA RCS. CODE, INCLUDING ALL SIN EDITION ❑❑❑❑ ❑❑■❑ ❑,F❑ ❑❑❑❑ 63802 'I; Al- oft ty Z Ix E Igo g F m"n,w Assume IWAI aeAmAP aEVDtwu AlEY DALE �....... L AUt5=1 Swat, 9OFis WK: EX...... D OWS: 1.0 MPH MODELS MOD -ISM c i wTCYAu A¢ NTCnS T TO PAa1P RARA! NIII➢I Wl60RILL YON IYVJFO °RPluni MP WNIII»m IR mFYOA PmnM4 s ®IRIDIII¢11 o Y,tl RAUK' tl YII i T¢ NOMn ivITACeO Yws.R a n6TLY F.0®Ifd BT JLcmC11RRlA SM... MY IY YtAwLL. T0C W1mAls PIW6d A TI¢ R2D0T Ml P.®ID PIVA. 016T Y0 tlAll. MOr Y KAIP®. tiW� tl ORmWOC 9RWA8 /AFW DYIYWO A 0,1® Pi MT PIRPCWC W1DIM WPJP WIIRid WM.eAl01 I4V Y6lPM IWBI iM WY➢" FIOYB MD Ill RP WRR°IG JR T.S ER6,MM FRP01T P 1ICWPd Xi® MIOMIS FLAK0. GTSNT MR, COPPpeNT ® 2w9, JACOerG" ROMe4 WAPRT XMBDM1 PICRIDA ALL Mom ENERGIES ERGIES HEAT 0M I®IP P YRaT Pu¢m1 >7m - weLr gosm � Tm. Rx ��nMxsT tPnux PRu A TwTB1x II T � ru01eMwiw (o�rsugssmrT OW11wAWTQR xsrwm an S r,¢ TfVl x Im ar>w mlxF As w=xn x: h91 D>➢la RPIIG MOD-1543 160 MPH-Vult(U[Umate) EXPOSURE MRH = 30 FEET MASTER MODEL MECHANICAL MOTES: 1. Al AIR SUPPLY REGISTERS ME ADJUSTABLE, CYCEPT MORE OIHERN$E SPECIFIED ON WE PLANS n INTERIOR DOORS SHALL BE UNOERCIIT 1' MOTE THE RNISHE BOOR FOR RETURN AIR AND/OR 2 IFl V NOTi➢ [u1 lM PI ANS. 1 PESIDETTAL AFPUGTONS RESRtOCN PENT FANS SHALL PROMDE 50 CI A 1054M wAL TIAMMTONS: RESiROW YFNT FANS SHALL PRONGS TS CFY 1bMY ENT FANS S S. BATH EQUIPMENT FANS SHALL E OUCTm 1D THE ISDECmaSGR OF ARE NTMESUDUMG n HVAC PROMIONG 20ENT HULL BEE CfM FOR EACH OCCUPANT 1NT O SO FRESH EACH WTWA •®� a�WSINALLED OR URINAL. SIM BYWDCI EMRPIS GREATER MIS IISS REQUIRE To S. T. A SERMCE RECEPTACIE SHALL BE INSTALJJD MTHN 25' OF THE WAC EQUIPMENT (UNIT). THIS REO'D RECEPTA. Is REQUIRED TO BE INSTALLED M-97F B A CERTRE EIECTWCAL CONiFUCTOt A USTED QUMCK DLS CONNECT SHALL ALSO BE NSTMIID M REWIRE BY THE NEC OR OTHER APPUCAvir WDE(S): OT-9T[ BY M CERTREO ELECTRICAL CONTRACIML F F A MANUAL J AND A MANUAL S FORM ARE REQUIRED TO BE COMPLETED BY A LICENSEE HVAC CONTRACTOR ONCE THE BUILDING 15 INSTALLED ON -SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE. BY OTHERS) ... ANY REQUIRED TESTING (BLOWER DOOR AND/OR OUR TIGHTNESS) SHALL BE COMPLETED BY A LICENSED HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED ON -SITE (ON -SITE, BY OTHERS]. IS WvOS "VAC youl MECHANICAL NOTES: (CONTINUED): 6 ALL DUCTS AND DUCT SYSTEM CONI WTH INSULATDN, SHALL HAYS A I a ALL MOTS AND DUCT SYSTEM CCU DF THE BIAL111% 91NL HAVE A MI BY ME R. Ca RGY CODE '® 'O ALL HVAC COMPONENTS WSTALLE UCENSED A 11. MY MR RANDI RENFNN R 0 ANp SEALS IN RETURN AIR WM SOME BUIUD MAY REQUIRE Ol COMPIFIED ACROSS THE MATING UA RE9'OV"SR CF THE INVEo'( "K IC rn..' I ..r T ,, w MINIMUM REQUIRED EQUIPMENT SPECS: ALL CLIMATE ZONES: RENTS INSTAHED IN THE AMC AREA v 1n004Wl.OF WDOAOSGT a IRMR¢D TO K WS IMAM R-VALUE OF R-S.0. a REFER TO THE FLORIDA ENERGY CAI. U 1104S INC JDEO NOW THIS CNEITS INSTALLS ON ME EXTERIOR APPROVED DRAWNG PACKAGE FOR MINIMUM SPECIFICATIONS IN ALL UM R-VALUE W R-00 M AS M10M G OSE Yx1nx Eaua'YD1T 9EB&D 9 SE D6TILFR S FAIWRE TO INSTALL HEARNG OR COOLING EQUIPMENT THAT PRODUCES ON-STE. SHALL BE NSTALIED BY A d �jj ME TOTAL DESIGN CEM FOR THIS BUILDING (REFM TO A CATON (y ENGINEERING FOR HEATNG AND COGJNG MD1/ORI TIED FLOWUA ENG ERTY uonaruMlC wnI I ac NGr tR om C111]II nnNJS - nmfxumiCl _ _ VL OPT. FACTORY BULT FIREPLACES INSTALLID IN ACCGHOMCE / NQ 11 OPT. FACTORY SUIT ME ces; STALL W Y SIM UL-I V. o° A COSR OTOS (HVACANTMMYEMM Yeas (DUCT REm Coal E2-) MTAIL ` 63802 BY OTHERS, BY wM1FIE PERSdWrL ` : MI This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies HITCH ROOF = R-33 WALL = R-19 FLOOR = 11-22 MIMP-6402A 160 G MIMPiA02A 30 © =Tnois (WIDTH) 2 (HEIGHT) (HEIGHT) (USA) C (HEIGHD " N GREEN * RAFTERS 16" O.C. 5OUD FUEL BUMING FIRF - MHOM LYSFAUJM, FIREPLACE SN COMPLY MTI UL-JM ,1 LaSalleBristol Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers ,for Ext. Package A/C(H/P) AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: pPPxuVEO °"•••• �,�,,,� o a 4-12-19 No '.E I j Y ®1 yU �a�lf uv,.ur O'1RTERY' CdPIES M/=7 RmD. ISs OAE K NyAWG .ALL 6M BOOM PIx•x. wwur wn T.wM H o REVISIONS BY DAR vxww 0.� CNECI®• LLT. DATE: Va/2NF SCALE 3A6. SHEIT:` y�•y1 y■ 1F/F.A' or Rs WEC: Dmm. D DWS: ISO MODEL MW-1w n nA4IIEPaD AIx IaAq AxE mrsmDlnAL Nm warm TAr YAmaxs. HNC cax:wn a mo Iw.1wa PARvs axrtM m¢RNnR AIP/d wM®1FTTIAIW Axr ENAulxarmn usG carraln a®m14 m IrsAm1vW v 11w PAaA¢ w Axr or MR mOD11s CPIxwD nmmL s morns T1nIMRv ar,wxagx Ims Aro wr IE IAAAx1A. TFza w1TTwF xs v\smaR 9 ]DIP . TTTA111N xNv, vrnrr xnmm, namA xL moons 61sa1An wDAm ro TxE wABOIi Fpi SGfaa wlq($g aKr AAn SWL xm BE FNJFD. QlPS0. tlt anEh1K x➢P6Y® NYI/w 16114</JIm ro anFTB FMI AXT FWPD3 xMglr F)HQ]5 xVTIFN AY11KIroA1xx iROI iRR®1 xaY6 T&i RUMxo PAa.ACE .Vp Ay Its fPllTx13 MS TIF FYplp{E waFFAIY 6 YLaB4l111RY.S xL giR5I:i41MA gp/RRR bR WARNING: INSTALLING A MOOULaR STRUCTUR[ISUILDING CAN B_ [YTRLMCLT DPNOCROUS. ONLY PIED PERSONNEL SHOULD ATTEMPT T TALL A MOWLM ETRUCYNYS'SILOING IBM PRDCe0UR5s oR TEKHwOun c LM. NESULT IN SGIOUS II OR CGTN. ADDITION TO THe D R INSTALUATIOM"c x pexRNsnE D LIMB STRUCTURE. NeveR . unoN IF YOU MC NOT GUALIPIED 01 DO NOT HAVE TN_ a10PCR TOOLS ANINOR [GUIPMENT. WITION: MODULAR BUILDINGSISTNUCTURe3 CAN WENCH S "CRAL TONS. R IS VCRT IMPORTANT THAI ALL [t O [ RTP ISO R SHILDING COMMRDRTS [ IIGI... IDLE FORTRAINED1L1 INIYIATIV[C. F.OGGMS POLICIES OR PROITILI IS THAT MANDATED BY OSHA O/OR OTHER LOCAL, STATE.Ax D,OR P ANDIOR[RM CMCNTS. CONTRACTOR SHOULD INSUI5GU1Re THAT s.F ANC PROPER TECHNIQUES ARe USED DETAILS 1 THROUGH 3 ONLY APPLY WHEN A HINGED TRUSS SYSTEM IS INSTALLED ON THE STRUCTURE. HINGED TRUSS SYSTEMS ARE OPTIONAL. TP 5- RAF .d..mTm T'd' D.,®NLw..®mrs.mlw.R:_7t•-"M_rrPe.E- —Ir0wL� ��.�' DFROMATESFIREARTHERLDEFFSTIMS a 7-0 roF„a� -OR �,..T woMITH—LAK:uT��.o LXD ..<.. H....,..F. roDua...,.M. L,,,,o..W..�«E .Lro. Y T... DMISRA, TFARA TaN -Oro ,®� ",.D .a<.xm. ro vI,<...;":v';•°." IP I —A •�.a..ro<s,<. I•.Y.[.....,..L.x....,,.n. A'E..O N.,E. PR .._E. •uM"°•EDWneuexr. O—NED. w.Oq.r m.en O.-AM MATTNO LINE(51 C0NNECTIONI61 Is4c DUAM �� SCpLF1 N.T.S. MATING LIN[I41 CONNLCTION151 - I.F�L]OyyO..R��I WALLS sEc�ON jDU�AJL SCALE) N.T.S. DESIGNED WRH SPF LUMBER SHEARWALL DESIGN SPECIFICATIONS NIXIMI,I OCSjp 6NGR VALOC IRA MATEDO RARO 6LGYUIU. 0 FASRNG iYR -.GSYUNO FABRNCR LENGTH INN 6N4TNINC FASRXL. MAIIINHM A.C.G. EGOBE ONLY - NOTE 61 WALL TO WALL WALL TO FLOOR. WML 11 C[1LLN0 FA 6?CNLR ---ISPATE. ,,.,I PL1• 5N[ATNCC OH[ SIDE Dr1T I6 44 BTGPLe ] IR B IN. 0.4 MAK D.OP.O VP NAIL B..>6 IX Be. MAR. 24MD3 RF SNSAY XED OXL BIDE O 1T I6 OL BTAPI[ ITS IN. . IN. 04 NAK On 1/B• HAUL 61911N_ OC. MAR I... PtP SMGTXLD OXL BIDE ONLY +6 OA 6TAPL[ I15 M > IH. CCU MA% OUPO UP NAIL 6TB Ix OG M4K .O]0 PLP SYGTM[D DNL BID[ OALY IB OA. STAPLE 1l5 IX. 1 IN OG WALL - SEE NOTCH 0U] l N• ..B- IS, Ix 04 MA% ]ODB PLP SXPATNPD ONe S10[ OiD.Y 1! OA 6TMLC +N. 0 IX.00 MAX OOPv5 VS• RAIL 755 DU DO RM ,..A. 11 SNBATHED OM[ 410E CM1LT 1! 4A BTAPLe IS Ix ♦ lx DS. NAK 0. 111• MAIL 5081 IN 0.G. NAND SCI.B RP sHGTNLD Oue BIpC CALT 15 G4 BTAPIL Y! M > IN. OG NA% O.11flJ M' NAIL RUT] Ix OIU MM. IIOEB PLP BXGTXLD ONC BIOS T 1] 0A ETA%,[ t)5 IN 1 Ix OL N4Y - BLe NOTL1 OUPG N' NAIL M.S 1. OC MM 1)!>. pLp SN[ATN[D ONC 610E CNLY N OP. BLA^LC YT5 IN .OG MM. DUT4I HIV NAIL MS IN OG MAK 15,14 ]]0.1. PLP 6XGTM[0 DXe 610E OALY +. OA STAPLE IB'..0.L. NAIL. ODh>1"' HAUL ♦.5>1 IN OC, MAR. RR SM[ATX[O OHS 910E OnLY 1. G0. BTS1e 5 X ) N. OC. 4M O1]A] VI• NAIL >.1 Ix BE HIM sBBSO PLF seEATNro one m0e Env 1. GA STAPLE s N Iw 11x oc WJ. =see ROTS I VJ• x4a OI oG MAz RY.T. RF TMD ONe SIDE ONLY D.1>I NAIL 181! x OG MAK R' NAIL et11N, OG YI.N. .41BB PLP XCO ON[ BLOC ONLi NAIL ♦IH. O.L. M OIM1J /1' N41L >.>1 IN OC. MAX 6B!•B PLP HM OxC woe ONlY >+ xnL ws w. ! Ix Oc. MAR. U",O Ni• x41L 3sBl M. D4. MM. Tm1 PLP GTN[D OMe BITE ONLY BN-CA-N Oo xPx m! P, X P, vA%. - e[ NOR I .,,D ME. NAIL DUE NAY. N10B PLP ! iW0 a+Des +6 OA ST— vs M ] m Oc NNL oun> Im RAIL ase M. BUD MA% eD>B PLp sxeAYxeO mD woes oA SrM¢ ]Om ils u,. ] DL O..NAIL BE T.RAIL BB Ix OL. 1UL IDO.e PLP 2" AINeD Two Snes LO xaL ,ms lx IN noa v1•--D screw v61>IX Dc. uAN. I'E. pLP sNGTN[D SICLS 0.1>I NAIL ,BT! UN 1 Iµ 0.G KC- 6BE NOTE , I1. MI•WOOD SLAW L60B IN. OG W% N0715 FOR TABLE-114 ALLS WITH SHEATNmG FABTENLD 1• OC_NMINLJ REDU:RE DOUBLED STINGS AT ALL WE COGBBmLAMS AND AT ENDS OP WALL £LGNI,T4. LLLR.1U0 SPLEUG IB 1V O<.SALENMMUN. > NO GC I6 RBOUMCO. 611111[D PASTCNIRS III NOTHING ON WALL IS NOT REOURCO TO 5! COXTM:OL£ ACROSS 4NY COHXKTION WALL TO WALLW.LL TO IYOOIL OR WALL TO TARING MOSS A 0.110 NAME OR OUT Wx£ WAY be SUBSTITUTED FOR Tf£° STAPLED IS GA DR 15 GA1 FOR PASMWXS SHEATHING TO PRANINO ON A 01 TO EYE BASYS OR AS SPECIFIED IN THE APPR(WTO CONSTRUCTION MAWAL OR FASTENER SUBSTITUTION SHEETSITABLES B. SHTATHING FASTENING - ALL FIELD FMTCACAD FOR SPECIFIED RSIGN SFCAR VALUES I" M[ S•OC NAMIMUM SPACING )ALL IA9RNCR TYPew. 1 PRATE CR SPACING LISTED IN THE TABLE SHALL BE CONSIDERED AN AVeMGe SPACING FASTENERS MAY EX000 THIS DFACING,M LONE M. THE �EURA:E TAKEN FROM ALL PASTCN[R6 IS COWL TO OR LCDD THAN THE M.vGNM SPACING ALLOW[o(MF,' TO SNC.TNNO MOIO. AM-L 1A 11XLASL ALL HORrzoNTAL 11444 ARE 5mc110 u[0 I. PROM e6 PASTLX[R PENETRATION MTO PAAwxO MEMBERS IBI V1• UNLESS OTHERWISE S-ECIPISD IN THIS TABLE WALL. FAST[NmG OnLYI. 1 ABLE w W,,PS . BE INTERPOLATED 11 ALL VALUES IN THE TABLE ARE BASCC ON >m APA O.R TECO RATED SH:ATN01G - GREATER SHEATHING THDCRMSses LIT BE s 'TTDJTE) ABLE VALM[D MN.TRRO BY III FOR IF AND 14 FGA V[ND. 1.. TABLE VALUED ARE DA6ED ON SPP LUMBCA)WPLL FRAMINA ...LL...„.D r-ro w TO AJA -4[m . i06s�."91tlAANOA ro e ,H w<.m:N..w roar-...T-1 I —1A'0 "MATING LINL15) CONNLOTIONI51 11 SCALE. N.T.S. NDUB-SO51.6 7/8' TREADED POD/ANCHOR BOLT OUII-BO81.6 ° THREADED OD/ANCHOR BOLT >` T" . IHS6 MINIMUM METAL PLATE UNDER FLOOR JOISTS Q 3 3 O 0 9:DEY.'A'_L OR MATING LINE WALL i THE AY BE CNC U WALL WIDTH (THICEFFECTIVE CE MAY B[ INCLUDED IN TNL EFFECTIVE o HAT IS LENGTH H D T THE WALL T W IS ATTACHED TO THE ADJACENT WALL. 3 ® raTuuo by Michael G P.E. On 4/12/2019 copies of this document are not cor )tiered signed and and the signature must be verified o any electronic co{ TTP. HINGED D TRUSS INOT REED ON NONMINOLD R ^ TAl 'l SKOON 00ILI k SCALE. N.T.S. REGO MATING iLINaCI5�1 DRY-IN/FLAµASSHIINNyG • 1 Ow•R'IAM1 w W SCALE: N.T.S. O IPL.PPRODUCT APPROVALRNUMBER D-8FL PL6R01 TOOsmxeO TO D AT SIDS MIN, L OR SINGLE BIND AT L1 PER OF UFACT ME wall M PeR ION MANUFACTURERS RECOMMENDATIONS, NOUB-SC51.! r100 LED NCw1-SD425 00B5 0G OTHER DETAILS BELOW SNSAR - F LF^T) SHE mews HLnvwAS� T (// MAZJH a%�NINSIEUOFTETDISTARTHER DETAILS LIST vrew,��/`�� HAFA sxCARWALL FASTENING TO JOISTS I�``FACTORT INNSw STA=I-LLyeD) slog/��y�� XqTSTy�**S SCALE. N.T.S. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: �\ SHIRK WALL EFFECTIVE LENGTH ro® W MAFAANFA PLANWIN SCAIEI N.T.S. LN f l�Y eIF m,ANA a MmPb� COMPLIES W/ 1017 FLORIDA RES. CODE. INCLUDING ALL 6m eGITION No 63802 m BMAR AVN E.1w Imq a..m.] RFVIOONS n DY DALE 000(ED: M.r. DART 4/>/1018 1 OF is VOCT e.... L.. D PM: 160 MPH MDDO: MOC-f6tr3 1� akaa Y� F um Pw..m LvwlruL Ao LIST uunx® uq MO.. mew1R a Dmvww w TIN F..-.� w un s M wW+m. Lvrtu' m Te®1 u.Te.1L. rmmtrm.. aN.¢e. wo um M...e,.uwu. rwme m m maaRr lR MROPm RSDO.n ec. AIm wu wT.e .Du.e1L cvmA a• m+eRWu. ReRDN® Amv wTlmvlm m e+Imla Des�iNT TINE Rmwr ee.e.. Rv1TeI MOfRvwTmR rwM JAED..en xbMra TIT w.WDe rraA.e Aw Au m cwlonB Alm na ole+m5e ra6rvn a a.m.el nD.® TE MAu.COWgOxT© aM JKWBLR x0 LLM uex xA1mDRFLDgoA,ALL RIGHTS ReDG.veo AN.q.m. m.w JACOSSEN HOMES FLOOR PLAN SHWWALL EVALUATION: LAN NUMBER MIMP-6103A A OWA E STRESS DESIGN: INTERIOR W.D vee55opSS A..F'H END ZONE'S zENG. J]>6 PSI BBo6 PSP IASD . ULT • O6) SES:ON WIND SPEED: IBO NPX Vult IUln:mal O SID[WALVGAVe 0. 9 INCX[e / O.00J PLOT •l PAR. M_AH R.., M XT (NON! JO PLGT SIOIW ALL TRIG (TOTAL EXPOSED / 201: 50.6 INCNLs / t20 A..ft P[[T EXPOSURE: D ROOF PITCH WITH SELECTED TRUSS: ROE 13 BIND IMPORTANCE FACTOR. le • LO ROOF A.YGLC WITH 5[LCCTC0 IWUs5: I090W DGGRee91 Rivk .R.S.' 11 Md%IMVY ALLOWS. OSINGN ROOF ANGLE : 30- ID[GR[[61 OR RDY / 11 INTERNAL-SESSURE CCEPPIc1ER1 GLPI • 0.1. lSSI awWl N.6N VEL.LIm HURRICANE 20Ne NO TOTAL DESIGN ROOF HEIGHT: SMSOO INCHES / 120 abs FEET CII OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE;C 9PCCIPOD ABOVE. I6 NOT EXCEEDED ALL CALGg CONTAINED WITHIN THIS PACKAGE ARM BASES ON TOE MAN,. ALLOW/gSLS DE61GN ROOF AN _ SPECIFIEDABOVC. n. ) USE THE DESIGN OP VOW • ISO MPH: G%P09UPe C: RUSH • Ib FOOT I'AC'NAV AP 11 Her nxm_°.. m WRY. uce w [Env m w Tweu IN THE CONGTINCTION MANUAI• PDX THE DESIGN OF VWt • 160 MPH: EXPOSURE D: KIM • 50 FEET. 6XCANSALL u1XA, 6 L M LL SHMARwA _ HEIGHT IINI LENGTH m., ume MInINUM ALLOWABLE 9HLPRWA4 LENGTH. IOR / >5 05T INCHES / 13.0 1ST MEET 1-1P°nTI-I[, 1-G-L WW -m-A P...•neu+:xv,.Rml6 - - WALL 1 _ _ _ _ _ _ _ _ _ WALL 2: _ - _ _ _ _ - _ - - - WALL SECTION 0 RIUE6 TOTAL TRIBUTART ST. IILMT �� WALL SECTION: O:NCX[9 TOTAL TRIBUTARY fieµ IFEET ruT WALL SECTION O INCHES WwLL SECTION: O 5 YNAL WALL SECTION D INCHES MND ZONE OI6TA1:[e 1 YtLT ` 9 U.°q.,.n u•lu r Pvc u.. u.c - NO = L SECTION: O INMGS END Z ¢ .!STANCE POST OI r u uDw ` :x6 A W/`L TmN 0 MS. INTE[loR ZOXL DISTANCE. O PeBi ALL SECTION: O IHCNGS - INTERIOR ZONE O:S:ANC[. PLMT > on Ln WALL SECTION. O INCHES IFEET( ALL SECTION: OIxGH[6 (IBM, SECTION 0 INCHES (FEET TRIG IPSM WALL SCCT10X: .INCHES IICLTI AUSSWALL TRIO. ESP) TOTAL LeNGrH o L o Mues AL/ olsrgxce n Oor vwP n Pouxos HI TOTAL NGTH o WAw o waves LGDIVIDEDPBY: HT D 10 ol6r<vice . oar LOAD x Pouxos TO.0. INCHES WALL CPU ZONE LOADS •5.1 n B606 3 63 POUNDS 4 /BLOODIWSPS 5 WALL CNp ZONE LOADS: O • 43f] POUNDS TOTAL LENGTH[OF WALL D FEET WALL MT[PIOP ZONE AD. f >0 O POUNDS TOTAL LENGTH OF WALL. 0 FEET WALL IA'iGRIOR ZONG LOADS 1 Sf3 BG TO 1 0 POUNOG r CND ISONE LOADS. n 66 x 1f.T0 NOUN ROEM END ZONE LO Oe 0 • f60 • l.1 POUNDS POOPRINTERIO.R ZONE L • a53 n 10 O POVx09 1Jp ROD( INTERIOR Z .ADS. fIS. %IGLU .avm rtwiT TOTAL LOAD FOR SHLARWALL S 6 POUR fi Iiewe Imry wan TOTAI LOAD 9HL.":6 91590 POUNDS OTgL LexGTH O e<nwALL: o PMeT D un• LENGTH Or 6HCMW LL TpE51GN o Ee Ell W.. ann ,«..n.... S9 tl•°.:•. .m., w. •.°. n.w am maLL WawL..Wnn.L.w........ P:.R..N vHEAR IDBW DES SHEAR DESIGN ,.. XSHEARWALL FEET . W.. Pw. u pe.n E SHEAF VALUE 105Vf 2fe PLAT - Pr...... -- - ---- v ....P.P. n..w. AxW.a« --- ,... p.;; ,vn:a ra.cyy HEIGHT. XG POINT Lopo: ,>e p O N NO6 5 ..... tm N.,...� Rm w.w.:. e 11 ---- 9 w ...P.,,.... n.... �1E ,,,u, „•:u uw emw•w. s L«.L...n.a..r.,.a«.n...wmm - ne•ennnaA unrry a•m awaw°. 6HGAnw ALL HEIGHT: OV[RTVANING POINT LOAD. 9 reel 01fO POUNDS WALL. - w,I. w.A.N.O Dx _. (IlY . O - WALL 4: WALL NE�Ti N C - OT L iPIBU ARY svgN. IPEGT 1 .1 PTIANS L SECTION: CS TOTAL TRIBUTARY svµ, II[ [T Fu WALL SECTION 00 5 .INCHES WA;„-N sEGrlcN cH=s exD zOxG DI6reAce: oPeer rv°-u T.WALL ` '• �,m„y„yp,m0. SECTION WALL ecTlox: 0wines a ND Zexe DISTANCE: OF MY NIu T° LLpmy E.[i cT1oN. 0 INLtlES wre PIOR I..0 Dlsl'At. IreeT y,c ALL SECTION; o CACHES wreemp zONE DISTFNce: IFEET uu °A WALL SECTION O INC1BE IFEGTI ALL SECTION: .INCHES PC[TI ALL MOSTREIV0 THEMES (PEST( LL TIC IP.`I WALL SECTION: .INCHES IPEMTI SIOCWALL TONS. WSH r OTAL LENGTH. L O INCHES 6 TANCC R ROOF NT,B n OWP LOAD N POUNDS O 10 TOTAL, LENGTH OP W LL .INCHES DI6TAXLG . ROOF HT. OWp LOAD IN POUN09 DIVID[.PMY / 3000 MGES L ENO ZONE L 0 n 6606 POUNDS 0IWD O Y; / 12000 INCHES ENO Z e OA09 •,Bf1 • B6.06 O POUNDS TOTAL L[N..TN Or VlAll. 0 FEET M HTCR10ft ZONE L LL.... n N�0 1 YN09 GT0 TOTpL LENGIN[CI WALL: O FEET W ZONE LOADS: f542 IOD)B pOUNS9 [NO ZONE L p5 0 n LEE n 14.15 POUNDS OOP Lv0'J Z OADS. O . SS n I4T - O POUNDS I- --TX Oa [PIOR ZONE LOADS: . f55 • 10 S PCURDS r .11B...R Z • ]] • 10 155 POUNDS L em•wrL •u ,u 1]3 0 POUX09 TOTAL LOAD FOR 6HIARWALI, IjQ•m vc,•,•wn TOTAL LOAD FOR 6HZARWALL 315.3C POUNDS 1F1 w•wn..,:•v:: xDw-H L OF TOTAL ENGTX 9XCARWALL / O P[[T TOTAL AL LENGTH Dr gH[ARwALL' . r[[ - 66 - DESIGN SryEAR VALUE NBTE' 9 PEE 1So Eegl SMEAR VALUE (05� VB DEFT w .r. ev:..-.:. ,Tnw. a fq v«.L mwv, •rnvrx m vrvrrm snenRwALL HOGHr Peer _N' HEIGHT, e _ _ v awvu ru ea wo n m+. • e:-:. m_•••_Lu.m n.e:,,ray..l OVLRTuexING POINT LOAD: UNOfi ° �IS _ pxINO p01NT[LOAP 1>38 POUNDS WALL E:n�- -T."' WAI162 �- .- ..A w.zD° rt° sx�mvv. -1-- P SECTION O MctleS TOTAL TRIBUTART SPAN, IreeT ^'ATALL 1CGI1.N: o INCHES TOTAL UTART. s•AN. O PteT VASe cTION O INCHES L SECTION o wC." - WALL SECTION 0 INC-1E5 X CXD ZOI:L OISTAXCE: U, v ALL SECTION: CIID CNC D:9TFNGC: 0 FMCT ° , - w° a° ?d by Michael G ko, P.E. On aed copies of document are considered 6E ULS INTERIOR ZONE .(STANCE. IFEET ° w,. ec .0 „wven[P WALL SECTION: InTLR1IN ZOI.e D16T<.YGE O FEET WALLSECTION 0 IHLXe5 1-0 WALL SECTION: .INCHES WALL SKt10N D INCM[5 IFCCTI s1pLW<IL iR1A IPSIIN WALL SECTION'. ( AL VSPI TOTAL LENGTH O WALL O NIELS.6TPNEE n P pWP LOAD IN pOUNps TOTAL LENGTH Or WALL: O INCHESDWP GFG.CDr6 / 1I BOB INCHES WALL ENO ZONE LOADS'. O x 66.06 - O 1OUNO9 DIVIDED fir; / 13000INCHE WALL I LOAD A.IWO IT RS A - LOAD 10 POUNDS POU DO TOTAL LENGTH OF WWLL 0 PLET WALL :NTMIOR ZONE LOADS'. SP3 >G 1B.T. PS.... TOTAL LENGTH Or WALL O FCCT 6 W L e LOAD n .,py O POUNDS Or SEE ZONE LOADS, n OR NEC,Pa]E Hr R 'f.)6 O POVX49 ro LOAD.: O O.,SO „ I.] O POUNDS le•p,A,.•u rA,m,•, IOOPRMTefl10R ..HE LOPO6. • ♦bb n 10 f5.5 P.NR.S Fg ,,.em w.r unwm., rte: LOAD.: 0 • •1. n t0 - O FOUNDS a rt R TOTAL LOAD 6NLARWALL 11BE- POUNC9 Il? TOTAL LOAD FOR SHCARWALLG - O POUNDS 11-y, r u. _ _ •nw -T __ TOTAL LLNGTHFOF SH[ARWPLL: O ee t _ _ _ TOTAL LENGTH OF SHEARGALL / O FELT �I U. •.• - IS 6 VALVE IDSW 111 DEFT � I pe51 SXCPR VALVE IOSV3 PLF PWALL HEIGHT: ppA GN SHLARW<LL FLIGHT; PELT - -- - - - - OVERTURNING PCINT L aHIS POUNDS _Ei3vw - -- - - -- - NRNIXO POINT LOAD - O P.. WALL m .:o n •.. Y.N. L.w..aW.nw ... w w .rt° w�T a....,� WALL ax.P. w..,w oR..Eo -..°A1rt.� - o•s �[ o w<U.:MIT S. 0 wCr[s TOTAL TRIBUTARY SPAN: v Feer WALL SECTION; 0:1.": TOTAL 11U.TAR1 SIN'. o Ie WALL Hubs SECTION, o wcHes er ILL TV WALL SECTION 0 ixnes END ZONE DISTANCE: O Feer W eo yrt,T„,„, w,e ,ne WALL SECTION: O INT.Es LN> zone .(STANCE 20 WALL gecnm, O INCHES Mrertlon zOxe DISTANCE. O Peer Imm wLT ALL SECT:. rv: o INCHES MTeaM, zone ps-PHCe. O PeeT n nw• N °wT WALL SIST10N O INSIDE WALL SECTION: OIUCHE5 wPLI SECTION 00 'NCrLS I Ipgrl ALL 9EC1'OL .INCHES R•IPSFI TOTAL LexSTn DF w yes A HT n OWP OP x POuxOg TOTAL LENGTH Or W O.S. INCHES LOI. <L Hr. n %VP LOAD M POUNDS AL / 5.... McyEs ''ZZ''11�� D pouxpg Vlv D B / wALL - / O542 O PCRYSp TOTAL LCNGTHEOF WALL. O FEE L . >)afi - PDUNOz TOTAL LGNGTHEOI wRLI, O LOAD 4sn O FouxOs LOADS: 0 n + 1!.] O POVx09 E I.000 PEETE LOPO6. O x ]] x tsr pOUNGS WARNINIL-11AT[ „ 10 O POUNDS 1e LOADS. • f.]g n 1O O POUNDS ilE - _ TOTAL L 6He NVAIL 6 o POURS. IjQ" +•a TorAL LOAD r P SNEAK POUNDS the signature t be verified on electronic Ig TOTAL LENGTHOFSNEARSALL: CO FEE ( a w AL LENGTH OF 9NEµWALL / O FEET wn n t W' • ••^ a CODION LLUe IGH v' O P P •, E G [M VPLUe IO9Vk O PLI 11 ,vrrl • v A LL POINT LOAD • r 6?•L HEAPW.LL HEIGHT. 0 F[GT w p a.l.. ell P9 °.._ OVERTURNING LOAD. o Ds_.__ _ `�111 P.Mr LO - a Pouxos REFER TO OTHER DETAILS FOR SHEARWALL SHFALIONG J PIF TAILLE 600 PACKARD COURT, SAFETY HARBOR, FL 34695 727-726.1138 CONSMUMON SPECIFICA71ONS: 6 R11. SERIES W TOP PuM-1 a.. aPE n J.T..,IU .a - Il:b uA CA T[c..ARI. O IIOD.R6. Ixr. BDORS HDu.DW CARE POLI°.. W. Gu6N exr.VALL wn1G. .F PI I . AL 11 NA[0 NO' OYPwN mPl JHvneal NOT STRUCTURAL - ROOK SN.w. Olt- IPA RATED FAURG6 TAws sP,FRL to oc LISTEDECALOR[TTBO5IDT cro r°u I.... GAMLZ,,, V.T.1 SILI,IT[b enmDON O$*X1= QALL DESIGN SFECTS: N N A . 56oe LL S, 8 1476 i o C 3138 PSF PSP PSF £ -U ;� , 10 PSP O[9IGN SNEAK VALVE: HIS PLF OCSIGN SNEAK VAWL'. nI PIP oveaIUUNIIG PORLe. 5 ovurvRNING I.ScI I145 LNG 3f>6 LBS SIGN SHEAR VALUE: 0[9:ON SFCAR VALUE: 94: PSP . PLP O OVtRTURNING FORE[: O OVePTMNINO FORGE ]1f0 LBS 0 LBS OC6wN SHEAR VALUE: SEES. 6NEAS VALVE: ROB PLP 0 PLP OOVeniORxMG FORLe: O OVCRTURNING FOPCC: I. LBS O Lb O DESIGN sxe<re verve: OVERTURNING FOPLE: 4B PLP O Des:cry fineAx vAwe: CRTUPNING FORGE:' 0 F= y O U<• DSSwx SPZCDIGrwNs, v 1. MIN. "...Uxix} 10 FEET MAXIMUM E. II.. UNRI WP 40 PSF i 1. lM D. 20 PEF 4. GSIC WIND SHUG: :6. MFH - VVII UN-1.1 S. .. MgpSµBIAL104 IV, • 1.0 RIBk C.,... 1: 11 b. WIND IZWSOW GIELOITI D Z. IMS9NZL MEDINSCOFISIr&M, DORi • 0.78 (tnal°SeEI NOM DESIGN WIND PPE.. Ofie LOAM, AL.W. Braes. DESIGN 1VQ9d/ (( y E R. MSpN WMDPRLSa1REz iOp COMPIXENR AND WDOOq 63.1 ZRES, LO HURST A OIDOMO SAP. Oh_ o ZOIA1. 30-08 PEP I -91.96 PSP 1 p $ > ZONIz]as. EBB. PSI If -wa.oI PSF> 90010MHAN0. 3 Z01A3. -a566 P.P 1 y�j ZOIO i. -w409 PSP i Es41 PN. WALL COMNNFNTAIID OAOCMOIOAP. WALL / SIDING: v ZOM 4. 4592 PSP o -49,9 PSP e N > ZIXLb. 4 INI PSP > -61.95 PSP > MWPZS LESSON, p. ORswx wwD vnlsswez rot sRD MAw wMOIORa PESlslpp VIIPMS SUISSE)-ISMAGRALLS A. 56.06 PSP TEND ZONE 01 WALLI 0. 1476 PSF (END ZONE OF ROOF) C. 57,18 PSP TINT. ZONE OP WALL) D. 10 PSP TINT. ZONE OF ROOF) SUGH STATE OF FLORIDA ANg�aFua 5 UD G V MMy- od €=8't PlifWA =a -SEE 2017 FRCth 2014 NEC NAGMx 2017 FRC PIDI'..wGt2017 FRC 63802 �� NAB �-41: 0. 19 let 3 Ali OLD, >N S.BWD m.ow, w N>I awmu REVGIONS A EL' DAZE AREA RESERVED FOR LI571NG AGENCY APPROVAL STAMPS: DP I D.WN. a. DALE: MeaOm 4ROICO�, NO SCALE:Elle• . 20 POP .EpMRS I "RESS BERAL" � PASS ASO BRIPMENTAL AND WRIGNERNA, RADICALS. WIE COWBOYS G, THIS SNONEWS WAGUARE OXR_ R.K. ART wumw® we LVTPII Ox]uue OR DI.ImYIUNI.. fw WM`W`, OR xn OR T1c NRmn Lanvm Hums IS F1 anT na011m RT arms 1Rm w SUIT BE w.,o..1y6 N.fTn.u.a r.W6m fO SHE LF0Ei R Ii YB40 PWKI D4T ARE .r1Au NOT RE RGWEq Cp01 EX. ReIRPRID wO.R oYll®Nd N erlm! rN NfI N.,hS TGRYIf CIOS RIr1d AMKR/.TLV rill uIGCD.a xDR. T10 Wi9M PKWC YO µy m STUTTERS AM THE' ALL YCH1..e.PSID Mr4M SDM COPrI. C, aW: AC`URMN HOYG R"Em NYI60P6 FLORIDA, ALL wOHTB Re MESSED 5 O 1 N F z ILI a W O S W N C rc ww2 SO'4 yzrw 7 WK� R Ic III It WI,wa ax Z U SO I. In i W Ky 2JQ W ma ZQ JG�q Cii W Z S �w In O� W W m R o IC C W CHN IA E am W Dl QE¢ a Q W m a� OP III i aiw BEC y-J' ID C. J J Q Q j a N y Z a S O G z JZO Q Rz ZaMM a O F' NJw N J Gf aN ¢zsd o mar °—P-<Fi`~n� a 3oa DGwZ<R a LL ¢la w W CNN 0 In N O J lOi O W m DE N LL a C N f w W C Q wmm W - 2 NC -zZ V KWO 13. aOaz.WQ-W f u. LL L SXFfix W PLL LOADS IAL40 SEE Tg44] OSIffMPOSIPLSO4EETABLEj 1 IµPIgNELATEPLLLOPO4-IN qI¢• INPIANEI.YNENTEMLLOA04-IN qt¢a OVERNPNWG LOA09-IX POUg6Gv Oven W PwxG LOggs-Ix POuI¢e. H IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: 7❑ GRAVITY LOAD: 1000 LBS ❑3 GRAVITY LOAD: 3390 LBS ❑2 GRAVITY LOAD: 1000 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/DR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. O d O ID ivQ¢i 1- wy C W 7 O ¢u G m wzN d SO J y Q p W Q SO 'rw W NaZ W mwa ,Z51 JELL C nc Z V O Z NaZ LL .NijW 0z 33s wr Z_ NOW N w m=IF HI J O f In z < ~I3 am¢ N a '0w rzFw U N UN y F h ¢ w OE F G K O e7 W O w In ED IS z a w N 'N2 QO IW J IN IN SO GO a w In O In 5 J m D . J W J 6 In N C I=O O�Z z w G ~ a O Q F O N o w2Rz zl Z O Q 0 a O a z U c Ii Fzzu0 U ti ' E U. l IL OSHEAF WALL LOADS (ALSO SEE TRU L O WiL6NE LAlEHPLwgO4-IN Qti. OVFf(IUgNDIO LOAW IN PoUI16Gv 0 �Sa Z�� O al P w w°W^ - THIS BUILDING/STRUCTURE 15 DESIGNED FOR ERECTION AND/OR P 1 ¢CI .`I: ^°" INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYST M Q s n'e I", AND -.zxu qN0 IS NOT DESIGNED TO BE hOVEO ONCE 60 ERECTED OR INSTALLED. OIQI—FRAME 4ME FOUNOATIO101 LOAO� USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and nM-MUTHR ,. O EN Rfft WALL- 25O PLF GRAVITY MAD 315 PLF UPLIFT LOAD MOO-1643 O MATING WALL: 16D IN - Wll DllW*) 440 PLF GRAVOW ).DAD WON D 5OO PLF UPLIFT LOAD I11Drtrt61PP=RR3TD1,WFEEETr O MATING OPENING: n1�LILpyAOL 90 PLF GRANTY LOAD E 1.1311111111 (ON-FRAMEI: 540 PLF GRAVITY LOAD 6NFPP W PLL LOPES (N50 GEE TIDLFJ 1 WPLANELwTEgAL LOAD$-W R3F. OVERrvRwxG LDAos-w v0ug6R • O6XE.PW.ILIDAOS P3S05FE TABLE) WFLAxE UTEnLL LOADS-W q1¢. ovEmuNNWG wPDs- W POuflsG. (ALSO see TAeLEI OsxEPMYlI1LLLOAD4 N4PLPIIEIATEMLLOADS-IN q1¢. OVEIRUNOIG LOgD3-m POOfl6Dv IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 350 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: ❑t GRAVITY LOAD: 1000 LBS F31 GRAVITY LOAD: 3390 LBS ❑2 GRAVITY LOAD: 1000 LBS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUETURE. O wOmi.Mv:m>�sawN'�» ORm-..IewNI.R.. m O°rcmrmw.m.n.m®. U. "girl] AN'. THE AUBA HINI.TH - e.1KI.MITILAITIBLE I. _ vs' a o o ❑ ❑ O oamw.m:Rm�. E"L m MULAULLUMmPlw.4 -LANK BB..- MQI MALL m m A - 56..06 POP DESIGN sPws. :m B .76 PSF Fj CD 111. PSI 0 PSP ' - OU. I... sQ .YUGM_ 0 mm, xD X ..DR_M _ OT°MIIN. O .T°nvmmv^FD NO S I(FEP ALL PLIIMRING AND AC DROPS IO° MINIMUM FROM ANY FTLOR mSE. .ON THE AREA BENEATH Yn 6mmdGrsTRUc.un. Ip ExcLMCD, Y BU11.1. an B.•ORLAIRD M-TT eT .-ERs1 TA° OF ...G RB.' "MEN'S INTMF 011E-FRAME FOUR113ATION LOA06 EF IUUR NAIL). MUU-1643 495 PLFRLO GAVITY AD 290 PLF UPLI" LOAD 1601T11 - Hlll (IIGTUIE) D WAIL WOW 4MATING 90 PLF GRAVT-IMAMI M = ID REE P0 3PLF UPLIFT MAO OMATING OPENING: GOO PLF GRAVITY LOAD �m w qv yDj6 az€ �ejJ99 2W�y mC E: zoo H. ISRa 215> .e,e zFz 10 NQ� moo �oz zza 20 9 D THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR .. 4 C F 1 ¢: O Sam Nm INSTALLATION ON A 5ITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM ANDIS T N D TO BE MOVED ONCE s0 ERECTEDINSTALLED USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT O ° NI Q 0 xll mm A- PSP OSIIFAPIIrAIL ,.. DESGN VMS. I: PSP 3 O C • IS. PSP J D ID POP O RTRNNro O n.Mxulxa O ORTYYw nnPNlx rD Q..x.NINELYIMMI..P MENMI ro WARNING: CAUTION: SITE PREPARATION / FOUNDATION: mi I. wnaxw e-2u xi°"x A vm a �wv�i ° nw° .nma .w4 Y<m. GI—N. TERMITE PROTECTION: U. LNL[95 OTI[PW.G^_ SP[CiF.[D IN :MIS q^PROV[0 DRAWING PACKAGE OVIRTUR.M. LOADS ..AN ON THE APPROVER FLWR wul DETAILSEGMENi MELD AY EAGN ONO 0' EACH III. MALL BE DESIG 0 [NY OTN P51 TO SUPPORTT/O AWALL SMTMV HDR TEM A[ CCOMMODATE ALL IMPOSED LINE MO SIAS LEADS THAT MAY BECUR IN EOTN THE HORIZONTAL AND VERTICAL PLAN[I51. THE TICDOWN SIGIEN SMALL B! ATTACHED DIRECTLY TO THE WALL STUDS AT EACH !ND OF EACH sHeAR SPOMINT DIRECTLY TO FOUNDAIMNIGROVYD TO TRANSPIR ADEOUATE LOAD. ALL FOUNDATION SYSTEMS SH4L BE DESIGNN BY AN ARCNIT[CT OR REGISTERED PREFESSANAL ENGINEER ION -SITE BY OTHERS). WLES. OTHERNME ICITED IN THIS APPROVE. III.. PACKAGE, ON PRAMS • ALL [NCWAL_ SME YY.'ALLS SHALL HAVE A MW OF HALL B[ LOCATED IA50V ATG ASOLID YEADIRII- 54G IN THE PND ALL LOADS TRANSPENIE5 TO FCUNDATICN SHIRTS, IN OTHERS. FRAME. Sli[. BY OTNIRS. UNIU S5 OTHEPOISE S"CLITO 11 THIS APPIOIED DRAWING PACIAGE, OPPIPRAME • ALL E%MALL SHEARWALLS SHALL LAVE 4 wN OF THREE ISI FLOOR JOISTS LOCATED BELOW THE UHIARWALL ALI. LOADS TRANSFERRED TO -GOw.TION Dx91R, BY ETHERS. AgEM1 PESERYm PoROSmlG AG41RAP➢LovILL SGMPSI • HPPROVFO ®- �-_ _s — o° 44—@12—/1�9�I=o 4 — - O40TEP6 -� E¢ o 63802 ' Xa 9L .qfi* i •P • I S ' E Mr NL A i S e i /f{y0111 e Q zZ1 Yga � x B Q i A RPA[BSW�X v44P,O M wa awm4 11 A S P Q sEvuloNs BY DAS .•...m D.WR. OIEO®- AIT. PIDEI NnvRWe SCILLEL EnRP • P-oR 1. OF is WEE: exPe°u.. D PEPS: 160 MPH MODEL, MOD-I643 Tp! PETAes YO II/Y A¢ OlE¢CxiW AIO.RP.RrAn WRDY� AR OURN 6 OF TNA . FURY: DRE" WNAN.L uOM11T9Lfr9 Mx-:xTNL Ylr uun:ILx� Oq Mp5 PVPCRaC v op.mvl¢w 0 T- PARABq 0 Axr s TIB 4v1Imn6 mRAOm rbeq p BI.RILr IM0T1d n YC6CR MqU YO wr r IRYR..L TIeMt wTB.1YA ARL FRi/mm TD THE BFp01, F RL O.fs¢ NO-R O16r Mm BIWL WE BB S. 0060. R OTIGwu, bW.® qtK ROLOUIm m K4 ANF NNC MOUNT 01' N., RITTEI MIIICRATRN .tV .IUMBCR WImA rIDR RAVD� PURYB AND ALL m OO.rtCN1O ARE THE BIDM.M NUMEN" V .I00001 IOPa ALL RIMTB IIRCfIEG LANOOiO BORI coTR1OHT ® SWq� JKOBDeX NOMLq BAPIry XYLB01{ FLORID/. Au g1OxTe REDERVE0. MIY..."Cy ANDI TR MWy OR M111O1 AN AEO;92 IS G` B BROUSTER OrRnw�iA .. BaMTALue THE °bM°oinw ROOF SHEATHING FASTENED TO TRUSS WITH MIN. T/ 6 NI 1/1IN, Ge. STAPLES X S. OC BODES ANO FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SEAMS 12• MINIMUM m'<�4"DESIGN LOADS FOR TRUSSES SPACED • 161 0. TOLL SO PIMA TCDL ID.6 DID,BOLL O P.F BCDL 10.5 PSF LISTED TRUSSES DTO GN NAY VAST ROOF/fiVEAF-0N Gpd'L4J w V21 RTMOOD BNGIHWO Re09 Wml YRPl ROW u SO IK LLATIOU IIIII )BLOWN IN ROOF CAVITTI 6 6PF 63 MINIMUM )SIN OLE TOP PLATE RIPS.R 16 O.L.TO X,GN WITH Teusses - w/ 1 Vi• VA% OFFser 2n6 SENT 03 MIN MALL STOOD B 16` O.C. DRINCALI LAP/$TUCCO/HARDI. IrYP) 2a0 SPF 13 MIN. BOTTOM PLATE FIG. REFER TO NOTE AT OTHER s DEWALL PERIMETER AREA TYPICAL I-SeN PI!` PFWRMD BY OTX IFF TIE -DOWN 57WS AND ANCHORING DC!UGNEO AND INSTALLED BY OTHERS. 101� PLANS _ RD FARTY I` PIR SPPCe MINIMUM OTHER APPROVED. LISTED TRUSSES MAY BE SUBSTITUTED IF MNIMUM ROOP ANGLE. SP!CIFIED HEREIN. IS NOT EXCE!DEG Oe AHEINALONG MITX THE MISHI ECTTANEDS [ ORNIUMx w HOMES BUILDING IPPuxe B RIJ, \ BAPPL!E UMIRI!0 wn CS FOUNDATION ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX, ALLOWABLE DESIGN ROOF ABE HELD A ANGLE. SPECIFIED Vai BE x[D E aEEOOR "ABLEFn T[ FwNN mIOH C EN T4L P[w OnuANCe OF THE 6UPREARTIJCNUNDS SinUCiuv.couFORErvie AND sIRIIN5 nG-ATINO iXCi[TO ^ 4n4 ROOF PERIMETER RAIL FRIfj1' 1CR OFF P> MINIMUM "- G� ROOF .�( pE RIMET[R RAIL ITIPp - -- PDOON E4`/E PER LB OC6r A� L�� 0.I �.yV ••' TOP W/D RIDGE El VENTILATION PROVIDED FOR UPPER BOX 0• ROOF SECTION: m� _-_______ CONS -RUCTION MAN JAL 4 SO FT. UPPER NG VENT T I IM'U4 P\'LOW �6LOFE bNTTL'T"��L -y6 FSJ'eRe CODS RIDGE DERS BOOM IEDJ Or" GO RB Ip0 SOFT. UPPER VENTS PROVIDEGO PROVIDED PRO NNUM. OF R50VSOIN N ROBB VENTS REDD INITIAL FOR HOME) _ _____________ __ d•Pq \ROOT Y (MR` w- R(S W 2AA SO FT. TOTAL IINCWJIC FPOM1NT b 3ePR (MpI1G6 ANO ROOF VENTS FROM CALCULATION BELOW) ____________�� cPBE�iaS,Pp��•�L,�tl4BW.tl"" 1rI I�1�I ZRXE �99^'OE 'D (IOENy6.- pY FMN'vCL ROOF LID 1!I A,9CO VfE OnE� 0.. 0�,� OR ERGLA59 5MIN4LE5: FTC. -WIGS IQY9 OR PIR! - CLASS A CEILING BOARD 11 EE .. CLILO L�ASTM D>I B. ' 1 OT M-iNLG� \ ASTM DID 4 2. 4 1v W��E., - CASA 2>.s-S0: • OY TME( LX�- TYPICAL TRUSS STM D3161. CLASS PI W FERG OF YQ9EIY BLOWN INSULATION 'u1\OE MAY BE HINGED OR FIXED ASTM DTI50 CLASS H. lBr PINT EOM BOLL44: < /I P TYPICAL INSULATED NTT DII 1>, CL G A/C SUPPLY SYSTEM -- BPFFLES REQUIRED INT. WALLBOARDIWA OCA SIZE. LAYOUT• VENTILATION PROVIDED FBI LOWER SOX OF ROOF SECTION -----_ d LOLAION MAY VA0.T FT LOW" OMANG I SAVE VENT PROVIDED VP NT > REAR OVERHANSO V-vTiO SOFFIT Ai 50. _ ___ _ __ - ______ __ ^ FT LOW[ VENTS PROVIDED BY - O D R OF E SOLD. M CP VENTS ON B -CA 0 SO. • R R _ AL FOR HOME • _________ _ _ ____ _ _ O ___ ��\ eel O. Pi. TOTAL (INCLUDES CHANGES, ENDUE 4. AND ROOF VENTS FROM CALCULATION 9ELOWI [%T. SXEATXING CEILING HEIGHT SEE APPROVE[ S.M.CTLRAL PACKAGE FOR WALL CC CT ITT TUOTD 1/2` GYPSUM rTYP) / \ P m SpA a per(.ML 100 OFF GA MDILWY or SHO'xx ON THIS ..4 Ttl.�6 rdL,a-aLc, ROOF pE RINET[R RAIL SE CiION FOR CLARITY - �TO. WINDOW OP[XINO - TOP .1. Deno ICALI on Ly s-'G. TYPI4u P14 SCALE: MS UNIT WIDTH VARIES ISEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) MINIMUM MATING BOTTOM PLATES ANCHORING PLAN. @NGINE[Rt0 FOR DFSITE INSTALLATION B-LNK@T VAPOe CA YUR Rean - See NOYS 5 BELOW SINGLE 2N6 SO' I2 ION -FRAM EI PERINETEI MATING LINE) FLOOR JOISTS FOOPILW It. FLOOR SECTION) '"-�CROS6S-S104 SCALE: MS R-22 MINI TYPICAL MEAGER/SILL °ER CONSTRUCTION PACKAGE 19152" ORB OR PLYWOOD FLOOR LOCKING ITYPICALI FRESH WATER SFPLT OFFA ELECTRICAL ITYPA -- n INpJ ACCESS P09 SHOWER PIED REMOVABLE P-TRAP IS THROUGH 0 )WHEN Af III —III —I MATING LINE Pleres ARe LocareD AT II—III—I =III —I AM OG. MAR 5PACIM1'G AND I ALL -III OLUMN SUP RT COCA INS. COLUMN II —I II IERS GHPLL BE DESIGNED BY P REG III PB. DTO IACCOMIAOOATE ALL LOAOG IN POSED — AT THE COLUMN LOCATIGl,C% ALL OF THE Tilt -DOWN STRAPS, AND M'CHORING SYSTEMS A RE DESIGNED AND INSTALLEO BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROIE95ICNPL ENGINEER TO PROVIDE EQUAL, OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FIR SPECIFIC UNIT WIDTH151 nml THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION M INSTPI41ION ON A SITE 51I1 PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED 01 :NSTALLEO )SHOWN AS 'MGM DOUBLE WIDE 2G-Q,� DOLOR EDLOI, 2B'-CI, GIGLIO > 011't NCJIQ-V, NOTES: RpOF SYSTEM 50'JAB! POSTAGE 65. Sp. PT ISO (Al VAPOR BARRIER) SCO 538 SO. FT. TOTAL REQUIRED VENT METAL UPPER I LOWERS TOTAL UPPER VENT ACTUALLY PROVIDED 144 60 FT. INCLUDES OHANGS AND NOR G.N 60PT • UER Cl VENT PROVIDED O SO.F T. UPPPPEq ROOF VENTS PROVIDED 0 NUM. OP 50 OlN UPPER .1 VENTS ROOD (TOTAL FOR HOME) MINIMUM UPPER VENT REQUIRED ISCF OF THE TITPLE LSP SO PT, ROTA. READ VENT n O. BCI DIFFERENCE CTN?SN PICED 6 ACTUAL 0.65 SC. IT. PASS TOTAL LOWER NEW ACTUALLY PYWIED: • e41 50 IT. (INCLUDES "AN.. AND EAVE51 RON SU• LOWPI H ER ANG I CAV[ SAVE M PROVIDED SIT. ORT.• LOITER ROOF VENTS PROVIDED 0 NUM, OF 50 SOJN, LOWER ROOF VENTS DECO ROTAL FOR HOME) MINIMUM LOWER VENT REDLINE) 150% OF TP! TOTALL L50 $0, IT. OCTAL ROOD VENT A 0501 DIFFERENCE BETWEEN Refill 6 ACTUAL: 202 56 FT. PASS 4 ROOF VEW CALC ®� pj4 SCALE: NTS 1. ALL STEEL MUST COMPLY WITH ASTM A-16 13B ROT MINIMUM). 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A -SOT 3. FOR FOUNDATION SPECIFICS. REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED By OTHERS. 4. ALL FASTENERS INTO TREATED LUMBER SHALL Be APPROVED AOR INSTALLATION INTO TREATED LUMBER, 5. WHEN THE AREA BENEATH THE BUILDING/6TRUCTUR! IS TNCLO. R INSULATION WALL ITYPJ UNIX 6REwTNaO US IONIC. nYIXALI _ wLOOOR LEVEL CH A. PEPORCH FLOOR DECKING ROHAINe 0CK -SL 3/8^ TYPICAL 5[E LO MST. MANUAL SHEIAWALL SPECIFIC INFORMATION OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILISI OCCUR AT EACN END OF EACH CHUB WALL SEGMENT (WALL sEGTU%L THE FOUNDATION SYSTEM SM ALL BE DESIGNED I5Y OTHERS) TO SUPPORT ANC/OR CC.... DATE ALL IMPOSED LIVE AND DEAD LOAD T-AT MAY OCCUR IN 50TH TIED HORIZONTAL AND VERTICAL AREI51 THE TIE-DOWN SYSTEM SMALL BE ATTACHED OIP.ECILT TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO FOUNDATIONIGROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SMALL be DESIGNED BY AN AROL:TECT OR REGISTERED PROFESSIONAL ENGINEER ION`5ITE, BY OTHERS. WINCES NOTED OTHERWISE ON THE APPROVED PLAN'ON . ALL. TNRE EAUC FLOOR JOISTS L LOCATED BELOW TXESHEARWALLS[9 AVE A HE TIMILNAND SHALL BE LOCATED ABOVE A SOLID HSADIUI-BORN IN THE FPA.VE. —AIM GRADE _ y/DEFORMINED BY BUILDING ELEV. (DO -SITE, BY OTH[R51 — Pf ERE. F OR ER BLOC RING IS LOCATED AT k OR. OG MAIL SPACING AND AT ALL N O NGS IN THE 510EWALL GREATER 1. e0•. ALL TIE -GOWN STRAPS M'D ANGHCRING STSTENS o ARE DESIGNED AND INSTALLED BT OTX ALTERNATE FOUNDATION DESIGNS AT Be PROFESSIONAL WHEN DESIGNED BY A REGISTERED M ZONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIED STRUCTURE INSTALLED, ALL POUNDATON SYSTEMS SHALL Be DESIGNED BY AN ARCHMET OR REGISTERED Pe. I5T OTHERS) UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM I VI" BEARING SHALL Bt PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2• BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. A"I /,/ EOFF FUME UNIA THE FACTORY TRANSMIGRATION CARRIER 15 Imv� REMOVED FROM THE STRUCTURE DURING THE BUILDINGS INSTALLATION. ON PRANCE UXT THE MCTORT TRANSPORTATION CARRIER IS LEFT ATTALNEO TO THE STRUCTURE AND IS UTILIZED AS A STRUCTURAL COMPDNET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BNLDINGSTRUCIME. ( CONSTRUMONl 09MCATIONS: I TOTAL ..00R I AGES. routs xe1eHT. A w N OU X GET,.....A OF ROGER T FLOOR JB:.T 6 OCPINGS. LCUITs fee BP ea RJ IIIF itITYPI REACH oesnq BY BAGRIN W BOTTOM Pe eTB _ w TOP FiESTOR.Sne l.-UI fee IFF n Mi NIATROLATE I. 111E AAA BR TecO RATED SIT BBBnM INT COCA. VXLEG CORE ISO �D OR W1 G1%1 C. A eYT MALL urnrvBEOm II. mmJ _ DTnw mmI EmmeRs NOT STwcT�� OPTI ROOP I,uix w fn. AAA RATED TRURE[. w IEsr4PQXCRe TAR. RA`O VR :A De UNrvunu I� D FAR"E SI 11SALE -C: MEIN A TO GOTINOT I GAS,, RGR MT TYPE NE.1NE T:•_ KCFEA TOKEYS IN INDOOR RETURN IINDOOR !, GR.1M B 0 n BCC.= G A ue w�M wTevAu Tla mrtenR w N0 pAWge rAvw! mrtep mFmnAL AIpTW AvmeRe IRpATgt An uwAo® Lw. 0.RDI� mlglFj w PurtmVTmA w Tw FAVARq v wn v ilm mI00R IgMp[e TIumL a RTetTLT TAmlm LT Ycrq tRw A:e MAT x wg1L TIQ RIWOd mT10 EB96M/ M eF®O IIWO OIIT N0 RWI fBT C Y1MnL Oav'q ABRQYNB IB9@Rm YOrtl OY19WIm T6 O11® API MIT PWO[WTWt CIIOLWOTIM M014R.KiKN RIY YLWea MWPJ TO [MST# PAQALfi /C0 MI m 6KRfDL ME TII WYM FSwRIT w YKbO1 XO� 4L IOMfL RYT[9 MIFM U. STAGGER JOINTS 52` OC. MIN ROPER TO APPROVED CONSTRUCTION PACKAGS/Ce7A1L5 FOR FASTENING A 63802 4�EI AA &g AA �LLNOMMULD Me� 19e1 ]64tDeB �1L®®.F SAXIP:1tTRFLIeR�9S'y REVISIONS �14 SCALE: NTS BY DATE n This item has been digitally signed and sealed by Michael G Tomko, P.E. On 4/12/2019 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: DRAW D.IAN. tee,FAR 4 w CHECI® LIT. NPPROV- Bm.... `A A,X"® DAEE 4nva02G r�-4�-11T,2--19 No SCWLEI ll A rw ISCOMIN LSE LY A- m® Homes RAG — OF SHEET: MA fyeR 04 PTEft N• PZy04 s 1: 1 OPy 5 COMPLIES W/ 2017 FLORIDA RES. CODE, �• IXiEC: CAPE,— D INCLUDING ALL OF EDITION VVJ51 ISO MPH MODEL: ,.0-1643 OCPTpONT J ]SNA JLO UMMEN Reel LAFRT IIAROOIL PWRIG ALL AOIRL RE9ESVED. W>o An A 1�Ge1 m rxer Dnuciu�¢I m riadiaAIDE �i np00eDnx°elenm e! Txe Cg1eMTOR W RerAM1lR wH0 WrAutD YRB AE .. ROOF SHEATHING FASTENED TO TRUSS WITH MIN. T/iS"xl 3/0^x16 Oe. STAPLES 6 I' OC. LOGES AND FIELD OR PER CONSTRUCTION MANUAL. STAGGER SHEATHING SCAMS 32^ MINIMUM. I9U �GEWON LOADS FOR TRUSSES SPACED •16^ O C. TOLL SO PSI TCOL IDE Per BOLL O PSF BCOL • 10.5 POP LISTEN TRUSSES DESIGN VXY VAST SICEIGHBAANNEEMPSO SS M. 0.TWO00 GHGTO.YO 1UE09 WITH! METLL ROOF ES R-30 INSULATION (BLOWN IN Poor CAVITY) 1R6 SIR N MINIMUM ISINGLEI TOP PLATE (STUDS 0 M' OZ. TO ALIGN WITH - TRUSSES - W 1112' NEDUA OFFSET( 211 SPF IS MIN WALL STUDS 016' GO mPICA4 LAP/STUCCO/MARGL (TYPI 2.6 SPF fS DUE BOTTOM PLATE FUR SIN M RIRSS My 11 N (FEND: REMOVED WORE TGTAIIAOON)" R S. PeF WHENf" AnON PLANS ARE CESIGN'Y P AIR SPACE MlwuuN �OTH ER 4PPROVEO, LISTED TRUSSES MAY BE SUBSTITUTED IP MAXIMUM ROOF ANGLE, SPECIFIED XER TIN, I$ NOT [%GEESE D, xci1S1 µ0x0 WITH THE ARCHITECT Ax[pR/OR ENGINEER H°fFTx[ BUILDING FILING sTMµL ALL CALCS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT D NDIBLn OR LIHOL[ FOR THE INUNDATION Ons10N ANO,OK CONSEQUENTIAL PERFORMANCE nD neSPp Or THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. ` 3M ROOF PERIMETER RAIL pNGle INS OFF E$ MINIMUM '—� ROOT PERIMETER RAIL ITYP.1 j��\ ADD'ON [AV[ PER S\GN _.W1 TOP IWE RIDGE BEAM, VENTILATION PROVIDED FOR UPPER SON OF ROOF SECTION V_-_��`� CONBTRUCTICN IAANUAL ,vH,B y0 1, VpR1\ .gyp, �V,VLR IAA SOFT. UPPER CHANG VENT FPOV10[D 'FRONT 6 READ OVERXANG51 _- - -_-_ __________ 1J,P V�".MC �F4 O�T^q� RIDGE CAN MIJ O SOFY. • UPPER VENTS PROVIDES 9T - O NUN. OP 50 ISLIN. ROOF VENTS R[OD (TOTAL FOP HOM[I _ _______________ UM P C GI_ W WHERE REQUIRED y,M 56 PT. TOTAL INCLL OES FRONT 6 REAR tlFANGS AND POOP VENTS PROM CALCULATION BELOW( b�\M W �• RL 6NING L[ ApOP mPl XR{ �OOW OpQ SLA1 OY FIBERGLASS 6-INC E. �I�EIEWW NNAe a' WT EXTERNAL FURE - CLASS A; P'(0X CC"y UV'- y ASTM DS Bi; G[ILIND BOARD M�0. Or W��_yu�`O�R 6EGA 1y4.5-ENEU 1 1�R9 Wes'-pJ}'- ASTM ON01, CLASS F; y.IATIA$ q MINQJIW BLOWN INSULATION �\/ �[' BW' TYPICAL TRUSS ASTM DTt 4B�CLA55 X; -eW(Lv- MAY Be HINGED OR FIXED TYPICAL INSULATED NYC MEP IDO-0] M S01 FELT MR EQUAL! <�^\ Y, AID SUPPLY SYSTEM INT. WALLBOARD P NVPC 612E LAYOUT 6 LOCATIONCGO MAT VARY VENTILATION PROVIDCD FOR LOWER SOX OF ROOF SECTION \ ------_--- ------ ------- -_-- __ - -_ ^\ 0 SO. T. LOWER YFY<S PROVIDED BY D NUM OF BO SOIN ROOF VENTS RE WO (TOT ENT bYGATHD G50FFR 4.41 SOFT: LOWER OMANG 6 CAVE VENT PROVIDED (PROM S REAR OVFRHANG51 /�\ f R R ° - AL FOR HOME( I`/i • -- --- - O ____ �, 4.41 50. PT. TOTAL IINCLVDCS OHANGS, EAVES, AND ROOT VENTS FROM CALCULATION B[LOWI CJ -- iL CEILING H[tG HT CFO^ SEC APPROVED STRUCTURAL PACKAO[ FOR WALL CO mp¢ALI TE%TUR[D 112. GYPSUM (TYPE AM SPACE 0� y%S BPF N IaIDIW \TRUGA uor SHOWS( AN TIER - _ ROOF PERIMETER RAR 6ECTI-. POR CLARITY — 'L STO WiNOOW OPENING - TOP --- -- BOTTOM TYPICAL) OR / BMM TYPICAL O�! SCALES NITS RIDGE BEAM FF NN WALL STUDS Q W'. 00 OTEN UNIT WIDTH VARIES MATING LINE TYPICAL HCTION SILL PER O FLR IfiEE APPROVED FLOOR CONSTRUCTION PACKAGE 7/10" APA TING RATED NSIO ACTUAL FLOOR DIMENSIONS) E SHEATHING ITYPI SA SIRMINI MIM . EBA WEATHER RESISTIVE BARRIER WI WEAR WALL STUNS O 16" OC. mP G MIN BEE P0.0WGf AKRT'AL PoR WHCI Z BHGT ' E` RLGO. a SEE PROWOI APPROVAL VAEN ib 6 IsaB0 RHIE ]/0^ MINIMUM GYPSUM PS 19/32^ OS5 OR FLYW000 BAIT INSULATION IN WALL mPJ 1P4 SIR F1 MINIMUM MATING BOARD - CLASS FILINGS DIGGERS VTTORIO I WPLL TOPS BOTTOM PLATES �.. FRESH WATER SUPPLY (TYPE DOUBLE 2x10 SPF 12 (OFF -FRAME( 2 R10 SPF I2 OR OPEN ELECTRICAL [TYPEL PERIMETER S IOEWALL FLOOR JOISTS ITYPILALI 0 IV OC. (TYPICAL( FLOOR JOISTS _ A FLOOR LEVEL 0 CP %. . � ^' � ' � ' PoRCN FLOOR O[C RING � ' • . BOTTOM BOARD ITYPI 0- /e^ TTPgcaL SEE LONSi. XUAL SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED 9-22 - -N ACCESS FEE "INNER AND/OR TUB SWIVEL REMDVABL[ FTRAP IS TIRWGH BOTTOL! 9UAPG RED PSI BY�OTHEFG FOR OH�SITe INSTALLATION BLANKET INSULATION ITYPJ (WHEN PPPLICP BLE CNLYI APGR CARBIDE REO'D ' fiC[ NOTE fi BELOW A O. EU OETERNINEO S. BBY ELEUILDING I— —I I I —I I—�. '— ICI �� V. ION-STf£, OTHERSI DOUBLE 12 (STS -IN ANSI 2NCI y ✓ "ICN-) P[RI N.[iER (MATING LIX[ RWR JOISTS (TYPICAL( NG FLUOR BUNCH rtoQR sernow UNIT WIDTHS VAST, Ste APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTHIS THIS STRUCTURE HAS BEEN DESIGNED FOR ERCCIILN OR INSTALLATION ON A SITE BUILT PERVANE11 FOUNDATION AND 19 NOT DESIGNED TO BE MOVED ONCE 50 ERECTED OR INSTALLED +- MOO-J ISHOWN A9 TYPICAL DOUBLE WIDE 1OLV. 14W^ SB'-0' SBLO", SD'N B 13'-0- IIICWDEDI / 1 Aq{� �.1� �+g \ 1l p. 9al�oss-a7F'�d1E ON NOTES: �! 1. ALL STEEL MUST COMPLY WITH ASTM A-36 (36 KSI Nill"UMI. 2, ALL LAG SCREWS MUST COMPLY WITH ASTM A-301 I -FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS. 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED ROOP STSTEM SQUARE FOOTAGE 954 50. PT. SIB 50, IT. TOTAL fle0U1R[0 VENT (TOTAL UPPER 6 FOR INSTALLATION INTO TREATED LUMBER. LD W[RI 300 rI VAPOR 6ARR1¢RI 30) 5. WHEN THE AREA BENEATH THIS =B L.I-DINO/Sae Le o.AE—ED DID —EO, TOTAL UPPER VENT ACTUALLY PROVIOCO. 2H 56 FT. (INCLUDES GWANGS AND VENT51 244 50"..• ROPER O'HANG VCNT PROVIDED 0 SEPT. (WPM ROOF VENTS PROVIDED 0 NUM. OP 50 1 1N.UPPER RO1P VENTS RICO ITGTAL FOR HOMH MINIMUM UPPER VENT REQUIRED 110% OF THE TOTALI'. '. SP 5Q FT. (TOTAL REO'0 VE Nt K 0.501 DIFFMENLe BSINCE. R[00 a ACTUAL. OEM, 5Q. IT, PASS TOTAL LOWER VERY ACTUALLY PROVIDED cM M FT. INCLUDESOHANGS AND BANCO a,11 SE,,. LOWER VDAN 6 SAVE VENT PROVIDED 0 SOFT. LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 60IN. LOWER ROOF VENTS NEED ITOTAL FOR HOME( MINIMUM LOWER VENT REQUIRED (509 OF THE TOTALL. - "I 50. FT. ITOTPL REQ'D VSNT K 0501 DIFFERENCE BETWEEN REO'D 5 ACTUAL: 202 SO IT. PASS a ROOF )dkW MC SCALE: NITS TOE LETAO! MO r4Y I6 4PRd0LL Y0 RPRSYIR WRYYA 1R MIIOIIET 1W iMwJ1E rAVIE CKIIAO M!®R4L MGV MOOD OImILMt YII YY41RYl� rRG/mm m TLm Ix@IMf ra neaa ruWOeEa vdY AW EMALL RDr ev EENDq Dar®. a vLlzXwoe Epaq® A1oRW mTCmeO TD an® rm wMT Imm Wmilrr MR IIXU <�ZiOSREARWAIL SPECIFIC INFORMATION: OVERTURNING LOA06 SHOWN ON THE APPROVED FLOOR PLAN DETAILI5) GOODS AT EACH END OF EACH SHEAR WALL SEGMENT (WALL S[TE CTIDNI T," PEDDO END SYSM SHALL BE DESIGNED MY OTH[RSI TO SUPPORT ANG/OR ALCYM.00ATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLAREMEL THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO THE WALL STUDS AT EACH END OP EACH SHEAR SEGHBOT C ENEMY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, BY OTH_451. (UNLESS NOTED OTHERWISE ON THE APPROVED F-MU OFPPRAME • ALL [NOWALL SH[ARWALLS SHALL HAVE A MIN. OF THREE (5) FLOOR JOISTS LOCATED BELOW THE BHEARWALL ALL LOADS TRANSFERRED TO FOUNDATION ON'SIM, BY OTHERS, UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE COION NSTRUCTOP THE BUILDING AT M[ FACTORY. THEREFORE, A MINIMUM 1 112" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE REFER TO APPROVED CONSTRUCTION PACKAG 1DETAILS FOR FASTENING FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 11/2' BEARING, ALL FOUNDATION DESIGNS ARE BY OTHERS. %� ROOF SHKI NG /jo/ 15SCALE: NIIS O This item has been digitally signed and sealed by Michael G NQFP FRAME UNIT! THE FACTORY TRANSPORTATION CARRIER IS Tomko, P.E. On 4/12/2019 1OA^ REMOVED FROM THE STRUCTURE INURING THE (W\U BUILDING'S INSTALLATION Printed copies of this document are P not considered signed and g ,ON FRAME UNIT, THE FACTORY TRANSPORTATION CARRIER IS sealed and the signature must be verified on any electronic copies LEFT ATTACHED TO THE STRUCTURE AND IS UTLIZ ED AS A STRUCTURAL WMMNET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE ANY WARRANTY OFFERED OR IMPLIED BY JAGO.IBN HV - CONSMUMON SPECIFICATIONS. MEN NUMILOOR H N. [w.6nz I-eeul HEIQrn. a NG AR A.VTJ 0 rro USA, SPA A.I'M OF Q.c Ppnu .OUNT6. 216 IV OG. GYPI o1 DEICING: v4 EQup'P.v ENTERAINne PP .1 6 F. IS. 6X11 xA TOP p-IS DEN, ue SPf 11 ET 61A NH. Pa OF RCO WRD ORY. pppns 5T DEANGORE IM. DOOFL HILL. AER6 D OR [xT. IIITRu65C5. 'NIN. 6XUi,[ne. ROY fiTWCNNY IO11 1.1 RH_P.\.NG I-A'ARDTAL _I. TERMS 6PK1Fo. I6 INC. FIFOST PRppuCTl6 SIR GONGDEVUUN� E "ES HEAL, BEFER TQ ENERGT TALI, .x , N,a EMEINS RITI ILL —N p . QF nETUIN DFp L Q c a FROM Y T10 rARAR• w An EM 11¢ SAND AN DER 'D9 Y1®L o EIAOM1T IMK®11o1 n JK®01F.60 IA AL Y O[A1TL TIQz w1MR, Aa r6Y M095d IfIP1 Tx04 [4R'O r/QYE AND Au m pROpITE AQ M: M61M110 rROEllr OF JKWtd IE0 ALL gMRE QA'IOID. 0.SMEHT EM AREA RESERVED FOR LASTING AGENCIRAPPROVAL STAMPS C4-12-19 ROVpO ^^_•... �..... FRAFFORN EN .c.� n LJ Pd 3 63802 AR IF ONA�VVV�,�`R TM LNEYYp6MYAVE BURNMEND M AR lv9 afi4m4E O N O 6 REVISIONS 1 I U I BY I DATE I DRAWNT D.Wx CHECNEDT ILT DATE: ♦m/amB sCALET Bna . ILNP H4a pop . FAR 15 OF 15 COMPLIES W/ 2017 FLORIDA RES.. CODE, WEG E....UCO D INCLUOING ALL 601 EDITION TIME 150 MPH MODEL( MDDIea> OOPYIOGHY 0 2Ol4, JAro00E11 HW BIPGTY HAmOR FLORID(, ALL MOBED, REBMVED. Wind Equivalency(C(D 2-19 Vult = 160 mphMRH = 30 feet ER t% Py Exposure = D Pult = WL = Vult, * 1.66 * C Pult = WL = 25600 * 1.66 * C Pult = WL = 42496 C Pasd = Pult * 0.6 Pasd = 42496 C * 0.6 Pasd = 25497.6 C Vasd = MRH = 15 feet Exposure = C Vasd = sgrt ( Pasd / 1.21 ) Vasd = sgrt ( 25497.6 C / 1.21 ) Vasd = sgrt( 21072.3967 C ) Vasd = 145.16 mph Construction - use design of Vasd = 150 mph MRH = 15 feet Exposure = C for the equivalent - Vult = 160 mph MRH = 30 feet Exposure = D Flan da Dz w inentw, Bus'nes%('k Professional Regulation Ken Lawson,Secmtary 4-12-19 HW" �.a. 4 � September 12, 2016 Clinton Myrlee Jacobsen Homes �.Post ;OfOce,Box 368j Safety Haber, FL 34695 RE: Manufacturer Certification, ID,MFT-6tI; Ezplmtlon Date: September 09, 2019 Dear Clinton Myrice FLA Atamd"twed ISaWxg Program 1040 NI htotuoeStrcet slme sm TatalosM Fkdd402:399.OM Pt oB 850.4S7.1824• Fac 850.4148CT8 It Is -'my pfeasure'to Infw m yoU'that7acobsen Flores, located at 600 Packaed'Crt, safety,Halior; FL 34695, tias been ,reproved undar the f4anufactured Buildings Program, as provided fa under .Chapter 553, Part I, Florida Statuts,'to manufacture Factory Built Schools,Manufactured Buildings for Installation In Florida. Cmstructlon a Party Agency Is a cmtr. that must be met to m+ review and InsPl UWS. the Thlyd_ Party Each code change will makeyour plans obsolete untll they have been reviewed, approved and Indicated [m the cover page of the plans] for compliance wlth:the. Code by your Third Party Agencyfor plans review. Please ensure thotyoar plans we in compliance and & a properly -.posted on our wetisite. All site -related Installation issues ere subject to the local authority having.]urisdistion: The.Depe t ma,C$ contractor will make unmounted menitaing visits at least once each yea. you must grant complete access to your manufe-turing facility and records to remain In compliance with the rules and regulations of this program. Your certification is approved for three yeas from this date. You will recelvez renewal.notlowby Email genaarecl by the EMS Yv ^^� Fln l_�, r!;h. ltr+l�^, fowonllne renewal. If you have,questlons you may contact. Robert Lorenzo at 850-7174835 or our FAX at 850-414-8436. Please visit our website at www norlciabulldino.orth to -see valuable Information on the Florida Manufactured'BuIldings Program. A copy ofttiis letter must a:eomPany applications for local building-pernilts. sincerely, Q F (�-7� Robert Lorenzo Manufactured Buildings Program' cc:Hllbom Werner Carte And Assoc,, Inc. Rick Scott, Governor FU9R tax- !D E•PA R-TWEN T O iF. CO M"MU N. I -T'Y'-A-,F, CHARLIED:RkSl f.106.61S is P06WA ,fjp" wCOQES.-&-4,'I'A'M1)APD& PpPROVFO ("4-12-19 0 f C�A Rinb I - Lo�n;rc) aA ��iium MIMP-6402A MIMP-6402A ULTIMATE Design Wind Speed: 160 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 15341.3-117 Swinging Jeld-Wen Single orpouble- Outswing- IMPACT FL14569.1-R9 Swinging Dunbarton Corp. In -swing Exterior Door - Solid FL 15362.1-112 Swinging Dunbarton Corp. In -swing Exterior Door- Oval FL 15362.1-112 Swinging ..... Dunbarton Corp. In -swing Exterior Door - 9 Lite FL 15362.1-112 Swinging Dunbarton Corp. Patio Door FI 15326.9-R2 B Sliding Shwinco Architectural Sliding Glass Door - Exterior FL12519.2-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 14850.1-113 !WiT'dDWS 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 Single Hung Kinro,-Inc. — 9750 Series - Insulated - Low E FL 993.2 - R15 B Fixed Hy-Lite Products, Inc. Acrylic Block Window - 6" BLOCK FL 185.1-1110 Fixed Hy-Lite Products, Inc. Acrylic Block Window - 8" BLOCK FL 185.2-1110 2017 CODE VERSION April 5, 2019 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 PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY 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 18355-134 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 PASS- INT/END ZONES FL Product Category/ Manufacturer Product Description Approval Subcategory Number(s) D Metal Roofing Advanced Aluminum Advantage Panel - 26 Ga. FL 1763.1- R3 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 Wood Connectors Oliver Technologies Coil Strap Constellation Tech. Wood Connectors Master Craft Eng. Metal Strap Report - A131394 g Truss Plate MiTek Truss connector plates FL 2197 - R6 C Engineered Lumber GP GP -Lam FL2023.1-R6 Pass / Fail 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 -(CNSTE!LA'rZMq TEM, Flilborm,Werner, Carter 4 Assoa., Inc E-Wilt 1627 South.MyrfleMvenWr SamptcD6cr - . PaTt 4! 16932E LGt #-, Date Received. 61,21120.1 J Date Re Dbeussion: Four hurricane the tepsile and, Olsen s'evt L Results: Table4 -;,Tansilorpsults, L&Oaramyy ire 100 rree 800.335,7-355 6/24/2013 recolved.to detennine d thickness using a a due 10/274/13. Specimen 4 Width Tlflbknes ,(inl ..010 Pea1c, Load dw., ]s'enk so;esic fosi). Yield, Load. (fhll- Field Strength (psi) Elongation (0/4) 1, 1 :2500:0370. - 5;379 116,407 5,1-25, 1.4 11 Ojq3i 4 2 1.24t 0�03�70— �1-. 71,342 5i490. 11 -LfO;,M 4.5 1.249 -0,0375, 5;5 5 1 5.200' 1 L 1 j2j 11 4 L250 Q.V345 5,54:1 12%85 9 �85: { 1 OSj443 10 —4, --T --T;t; #()40 -jqjm. Author: Ronald'Jackson e.1 . -lieflosi, P A4r 4, pv4mal- ACCR M#E9 Phke I of f ACCNIftallim Id — I Date' 4-12-19 272 Job Truss Truss Type Qly Ply Jacobsen Homes 216 83057 HMD11101 HINGE MONO 1 1 M512x141F Job Reference Universal ForestyrRroducls Inc., Grand Rapids, MI 49525, Michael Adams 7.610 a Jan 29 2015 MiTek Industries, Inc. Mon May 02 07:27:33 2016 Page 1 of 1 Copyright V2016 Universal Forest Products, Inc. All Rights Reserved 4i-0 3-2-0 4-7-9 3-11-7 Cantilever Detail / 3b-1A SMH18E 6 7 $I 0'1A to a-zaranearer 4.35 12 SMH181 2.5x5 \\ T2 aFACTIexl 5 -,. W5 P1-el_______________________________________ _____________ 4____ c t Welts. 5) Max Hors 8=-3901LC Max Uplift e=-363(LC ]), 10—]58(LC 51 9-q.6 11 L a) ri � 3x3 m \ c 9 \y\y q Y T � A 2 1 B7 f1 q 10 9 B 6 4x4 = 2.5x4 11 3.3 = Sx6 = 3.2-0 4.7.9 3-11-7 0.5.0 11-9-0 Plate Offsets X Y 2:0-1-3 Ede 3:0-1-8 0-1-0 4:0-2-12 0-1-0 5:0-0-0 0-1-12 6:0-0-0 0-1-0 8:0-2-0 0-3-0 9:0-1-8 0-1-0 SPACING-:2-0-0 SPACING-:1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP LOADING (psf) LOADING (psf) Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 9-10 >999 240 MT20 1971144 TCLL 20.0 TCLL 30.0 LumberDOL 1.25 BC 0.23 Vert(TL) -0.06 9-10 >999 180 MT18HS 1971144 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.30 Horz(TL) -0.02 8 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2014/TPI2007 (Matrix) Weight: 43 lb BCDL 7.0 BCDL 10.5 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, [P] BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF Stud *Except' BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. W6,W5:2x4 SPF Stud QPROVep REACTIONS. (lb/size) 2=425/0-3-8 (min. 0-1-8), 8 397/Mechanical ' 2=390(LC 5) Jy Max Horz Max Upliff2=-440(LC 5) 8-514(LC 7) 0 4-12-19 FORCES. (lb) -Maximum Compression/Maximum Tension Z TOP CHORD 1-2=0/5, 2-3=-821/897, 3-4=-426/362, 4-5=-61/0, 5-6=-33/0, 6-7=-9/0, 8-11=-99/242 -1' 1 C 1f 11e,/ Q BOT CHORD 2-1 0=-1 2521736, 9-10=-1252/736, 8-9=-587/360 0 3-1 0=0/1 31. 3-9=-390/69 I P U WEBS 4-9=-1151231,4-8=-425/669,6-11=-101/247, C2 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression Illicit Maximum Tension (lb)/ Maximum Shear(lb)/ Maximum Moment (lb -In) . CARTER pf' P50 11=1011247/4910 NOTES- (10-11) E-signed by Kevin Freeman 1) This truss has been checked for uniform roof live load only, except as noted. Wind: ASCE 7-10; ich @i6in 2)Etdm(2)zone;C-0uODL=4. ene C-C FRE tiJ le grip LrombeRS rDOL�i Dnd `d for bars and forces&MWF Siforrrreacansshown; 60pate 0L=160 'Nr.. N S+-(.>•• 3) All plates are MT20 plates unless otherwise indicated. ��C.E ``*•�4. 4) See HINGE PLATE DETAILS for plate placement. •' 5)Provisions must be made to prevent lateral movement of hinged member(s)dudng transportation. fx]o ;56254 $r 6) All additional member connections shall be provided by others for forces as Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the boffam chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wid=.. will fit between the bottom chord and any other members. • tt/� others) of truss to bearing plate capable of withstanding 4401b uplift atjoinl2 and 5141b uplift 9) Provide mechanical connection (by ^ -; at joint 8. ti 10) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building is ✓.'0' put into service. 11) The field -installed members are an Integral part of the truss design. Retain a design professional to specify final field connections ��j�� SRO A� ,�*�% �fjrr and temporary supports. All field -installed members must be properly fastened priortoapplying any loading tothe truss. This IN1 J design anticipates the final set position. 5/2/2016 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,) The seal is not an approval to use in a specific state. The final detemunation on whether not necessarily the current state building code. engineering a buss design is acceptable under the locally adopted building code rest with the building official or designated appointee. MI 495RD, NE A WARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST RAPIDSBELTLI, g PHONE (616)-364-6161 FAX (816}365-0060 GRAND RAPIDS, MI 49525 Truss shall not be tutor modified without approval of the Miss design engineer. - Thlscomponenthasonlybeendesignedfortheloadsnotedonthlsdrswing. Construction and lifting forces have not been considered. The builder is responsible for lining methods and system design. Builder responsibilities are defined under TPIt. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper inwiporabon 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 stablity during wnsmr cion is the responsibility of Me erector. Additional permanent bracing of the overall structure is the responsibility of the budding designer. For general guidance regarding Wood Truss Council of America and Truss Plate Institute Recommendedon avatable fabrication, quality control, storage, delivery, erection and bracing, consult SCSI 1-06 from the from W TCA, 6300 Enterprise LN, Madiwn, W 153719 J:\suppOalMltekSUPP\romPlates\ufp.tpe CREScheck Software Version 4.5.5 ID( Compliance Certificate Project M 1643 Energy Code: 2017 Florida Building Code, Energy Conservation Location: Fort Pierce, Florida Construction Type: .Single-family Project Type: New Construction Conditioned Floor Area 895. W Glazing Area 13% Climate Zone: 2 (490 HDD) Permit Date: Permit Number: 4-12-19 M WO Construction Site: owner/Agent: Designer/Contractor: 6401 S. Indian Road Fort Pierce,,FL 34582 WMEM -ae-?,. .,a a, a •. a -a�- Compliance: 30.4%Better Than Code Maximum UA: 260 Your UA: 181 Maximum SHGC: 0.25 w The % Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a Mnimum-code home. Enveleoe Assemblies Ceiling 1: Flat Ceiling or Scissor Truss Walls: Wood Frame, 16" o.c. Windows: Vinyl/Fiberglass Frame:Double Pane with Low-E SHGC: 0.25 Door 1: Solid Door 2: Glass SHGC: 025 Floor 1: All -Wood joist/rruss:Over Unconditioned Space Mechanical Equipment Electric Central Air SHGC: 0.25 895 30.0 0.0 0.035 31 1,024 19.0 0.0 0.060 52 97 0.300 29 22 40 895 22.0. 14. SEER. 0.500 11 0.500 20 0.0 0.042 38 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2017 FloridaBuilding Code, Energy Conservation requirements in REScheck Version 4.6.5.and to•comply with the mandatory requirements listed in the REScheck Inspection Checklist. eH �' C,�_- N.)_ / er,A?- _ _ _._ _ . Name -Title Signature Date Project Title: M 1643 Report date: 04/05/19 Data filename: C:\Users\Work\Documents\Jacobsen\M 1643\ResCheck 1643.rck APPLICATION ENGINEERING 4-12-19 0 FOR HEATING AND COOLING z JACOBSEN HOMES 901 4th St North Py�R 5y Safety Harbor, FL 34695 RTER Manufacturer's Model #: MIMP-6402A-M1643 HVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Prepared By LaSalle Air Systems 312&2019 (Method 8 Output C 2019) All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev 1.1. System registers are located for best distribution based on Manual T. Design calculations are based on worst case orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A FBC (2017)/IECC (2015) 30N Latitude COOLING LOAD: 21,973 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 20,240 Btuh based on outside temp of 17 ° F (-9 C) with Inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handler. Actual UA =187.9 Max UA (Table R402.1.2) = 231.8 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (22+Non-ins Rim -19 - 33) Total Cond. Floor Area: 888.00 s.f. TRUE Outside Perimeter. 128.00 0 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): 841.8 s.f. Primary Wall Area: 992.66 s.f. (Net) Dark Roof(U): 0.030 FLOOR DUCTS (U): Na Dud TEL Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 ATTIC DUCTS (U): 0.125 336.8 it TOTAL Low-E window 97.22 s.f. Sec Wall (U): 0.030 EXT. DUCTS (U): 0.125 TOTAL Shaded S.G.D. 40.38 s.f. Exp Floor(U): 0.044 INFLOOR DUCT AREA: 0 S.F. @ 51 Tot 29.8 TD TOTAL Glass Block 0.00 s.f. Law-E wi 0.350 / 0.29 ATTIC DUCT AREA: 51.077 S.F. @ 95 TD/ 94.1 TD TOTAL Skylite 0.00 s.f. Shaded: 0.480 / 0.29 EXT. DUCT AREA: 137.18 S.F. @ 95 TD/ 49 TD TOTAL Doort Area: 21.74 s.f. Glass Bic 0.630 /, 0.51 PEOPLE: 3 2619.8 Stuh Total Appliances TOTAL Doo2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass % of Floor. 15.50 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 1652 Btuh All Glass %of Wall: 11.94 % Door 2: 0.670, DUCT LOSS: 3034 Btuh LATENT GAIN: 4976 Btuh Summer In81tr (7.5 mph): 28.9 cfm Mach. Ventilation : 60.44 cfn (28.5 Us) Altitude: 40 it Winter Infiltration (15 mph): 54.5 cfm @ Semi -Tight ROOM BY ROOM VALUES: Heat Exiting Furnace: 97 deg A/C Exiting: 50 deg Actual heating and cooling required in each room and flow set to maximum of either healing or cooling HEATING COOLING CFM ROOM NAME LOSS (Btu) GAIN (Btu) DIST Living Room c 6,018 7,441 249 Bedroom#1 c 3,640 4,210 145 Bath 92 c 1,871 1,724 60 WIC c 232 195 14 Bonus Rm In 1,623 1,199 50 Kitchen c 2.220 2,273 79 Bath #1 h 1.071 788 33 Bedroom#2 c 3,566 4,142 142 TOTALS 20,240 21,973 772 538.9 FPM, max velocity in trunk#: 3 0.20 Max pressure at A/H Cooling Air Heating Air Values for Values for 30 7.5 Kw Maximum A/C capacity 2 ton unit 90%Gas/Oil Elec Calibrated Blower Test CFM Stuh CFM Btuh E Btuh Btuh (sit adl) 257 7,487 248 8,500 8,056 10,019 157 4,577 152 5,196 4,925 6,118 67 1,936 64 2,198 2,083 2,595 61 1,788 59 2,030 1,924 2,397 66 1,929 64 2,190 2,075 2,586 59 1,708 57 1,939 1,838 2,290 149 4,323 143 4,908 4,652 5,779 817 23,747 787 26,960 25,552 31,783 APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model*: MIMP-6402A-M1643 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 3/28/2019 All nights reserved. This information proprietaryto LaSalle Bdstol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. Alljoints are tightly fitted orsealed. Blower CFM 795 @ 0.7 E.S.P. TEL= 372.8224 FR= 0.1046 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) Final I Final BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity It # (R) (it) (ft) Fittings(ft) Length Btuh Btuh cfm cfm cfm Size (Ld.) x (i.d.) Size fpm 1 Bedroom#1 3 0 0 51 245 296.0 3,640 4,210 133 146 146 6.30 7.0 546.1 2 Wing Room 3 0 0 50 244.7 294.7 2,455 3,035 90 105 105 5.52 6.0 536.0 3 Living Room 3 0 0 60 247.7 307.7 3,563 4,406 130 153 153 6.52 7.0 571.6 4 Bath#2 2 0 0 47 243.9 290.9 1,871 1,724 68 60 68 4.70 5.0 501.1 5 Bonus Run 2 0 0 44 275.9 319.9 1,623 1,199 59 42 59 4.58 5.0 434.6 6 Kitchen 2 0 0 48 244.2 292.2 2,220 2,273 81 79 81 5.05 5.0 594.7 7 Bath#1 2 0 0 57 279.8 336.8 1,071 788 39 27 39 3.97 5.0 286.9 8 Bedroom#2 2 0 0 67 249.9 316.9 3,566 4,142 130 144 144 6.41 7.0 537.4 N/A Other Rooms 611 402 20,240 21,973 731 755 795 r ROVep2-19 uyN�� Q TRUNK DUCT LISTING ANALYSIS TRUNK# 1 22 25 47.0 20,240 21,973 795 9.37 14.0 744.0 TRUNK# 2 17 170.466 187.5 10,351 10.127 391 8.26 12.0 498.4 TRUNK# 3 19 171.066 190.1 9,658 11,651 404 8.38 12.0 514.3 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 7 - - 0 LONGEST RETURN DUCT 16 20 36 795 9.28 0 0 14.0 744.0 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model*: MIMP-6402A-M1643 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 3/28/2019 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL) CALCULATIONS: Worst Case Orientation HEATING LOAD: 20,240 Btuh at 17 ° REQ'D BLOWER CFM: 817 rim at altitude of 40 It SENSIBLE CLG LOAD: 16,997 Btuh at 96 ° Entering Air DRY Bulb: 76.6 ° Mach. Venflation: 60 LATENT CLG LOAD: 4,976 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 676 > < 915 for Total (External) Static Pressure between 0.6> <0.8 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Ell is between 21251> <28335 Blower CFM is between 354 > < 418 for Temp. rise of 55-65 PPPROvep Blower CFM is between 418 > < 511 for Temp. rise of 45-55 Blower CFM is between 511 > < 658 for Temp. rise of 35-45 4-12-19 =Cooling Equipment S/T Ratio=0.77 Leaving Temp=50.3 TD=24.7 At At 96F outside, Total A/C output from 22412 btuh to 25268 btuh is GOOD. At 96F outside, Total A/C output from 25268 btuh to 26367 btuh is MARGINAL. Sensible Capacity is from 14508 btuh to 19484 btuh Py�R Py5 Latent Capacity is from 4876 btuh to 7464 btuh OAR TE R g' Mechanical Ventilation is 7.5 %of blower cfm. Dry bulb increases by: 1.5 ° 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 20,240 btuh at 17 F outside 25000 �Oraw Loa J Line an I Perform nce Dnel 20000 15000 LL 10000 5000 0 10 19.2 28.5 37.8 47.1 56.4 65.7 75 At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400= KW. APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheel Manufacturer: JACOBSEN HOMES Model#: MIMP-6402A-M1643 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR EXT PACKAGE UNIT Safety Harbor, FL 34695 Design Zone: FL, Region 2A FBC (2017)/IECC (2015) Prepared by LaSalle Air Systems 3/28/2019 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL) CALCULATIONS: Worst Case Orientation HEATING LOAD: 20,240 Btuh at 17 ° READ BLOWER CFM: 817 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 16,997 Btuh at 96 ° Entering Air DRY Bulb: 76.6 Mech. Ventilation : 60 LATENT CLG LOAD: 4,976 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 618.4 CFM infiltration being 4.643 ACH (to be confirmed by testing) (5 ACH = 666 CFM) (3 ACH = 399 CFM) I Mechanical ventilation Is required To Meet Natural Ventilation: Increase Openable Area by 7 % Operable Area Operable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Living Room 236.0 9.4 32.69 0.0 0.0 0.00 Bedroom#1 172.0 6.8 15.00 0.0 0.0 0.00 Bath #2 68.0 2.7 1.94 0.0 0.0 0.00 WIC 41.2 1.6 0.00 0.0 0.0 0.00 Bonus Rm 36.8 1.4 0.00 0.0 0.0 0.00 Kitchen 136.0 5.4 4.17 0.0 0.0 0.00 Bath#1 66.0 2.6 0.00 0.0 0.0 0.00 Bedroom#2 132.0 6.2 15.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 888.0 35.1 68.8D I Mechanical Ventilation Is Required In These Areas To Meet IMC 261212016 Per Table 403.3.1.1: Outdoor Exhaust Air SPACE CLASSIFICATIONS Occupancy Area Air Air ZONE AIR DISTRIBUTION Flow Private Living Area 3.0 618.0 60.4 0.0 Floor Supply of Warm Air/Floor Return 624.4 Private Kitchen 0.0 136.0 0.0 25.0 Floor Supply of Warm Air/Floor Return 66.31 Private Baths D.D 134.0 0.0 40.0 Floor Supply of Warm Air/Floor Return 125.3 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 3.0 888.0 60.4 65.0 816 System Ventilation Efficiency: =i 4-12-19 27 ip KAnn-1643 ROOF = R-33 Co values for H 0.333333 0.5 0.666667 0.833333 1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1 0.69 0.53 0.43 0.36 1 0.71 0.56 0.45 0.38 1 0.74 0.59 0.49 0.42 1 0.77 0.63 0.53 0.45 1 0.8 0.67 0.57 0.5 1 0.83 0.71 0.63 0.56 1 0.87 0.77 0.69 0.63 1 0.91 0.83 0.17 0.71 1 0.95 0.91 0.87 0.83 1 1 1 1 1 r 0.1 0.53 0.2 0.56 0.3 0.59 0.4 0.63 0.5 0.67 0.6 0.71 0.7 0.77 0.81 0.83 0.91 0.91 1 1 1.20 1.00 0.80 0.60 0.40 0.20 0.76 0.833333 0.47 0.43 0.50 0.45 0.53 0.49 0.67 0.53 0.61 0.57 0.67 0.63 0.73 0.69 0.80 0.77 0.89 0.87 1.00 1 Chart Title y = 0.4815x2 + 0.0325x + OA73 0.00 .� ..._.._.... _. � _.._. ...._ . _..�._.. ..__.._.._...._._._-- 0 0.2 0.4 0.6 0.8 1 1.2 One Story Shear Wall Wind/Seismic Analysis Sidewalls Wind Loads MWF Wind speed = 160 mph Exposure = D Mean Roof Height = 30 0 ASD Factor = 0.6 Wind load Areas A B c D (psf) 45.4 30.9 36.1 24.7 A= End zone of Wall B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Building Values Mor 4-12-19 o roof angle = 6.92 /12 Sidewall Length - 80 R (max) roof angle = 30.0 " Wall Height = 9 it Endwall Length = 30.66 it Heel Height of Truss = 4.25 In a = 4.32 It 2a = 8.64 It Height of Roof = 9.19 It _Sidewall Shear Values Area of End Zone of Wall = 39 fl° /side Total Sheer = 1765 Ibs Area of End Zone of Roof = 22 ftt /side Total Shear = 977 Ibs Area of Interior Zone of Well = 30 fe /side Total Shear= 1086 Ibs Area of Interior Zone of Roof = 49 f /side Total Shear = 1765 Ibs Total Shear Force to Sidewall _ 5593 Ibs " Seismic Loads Seismic category = A gas = 0.17 Wag DL= 10 psf Roof DL = 14 psf Total W for seismic shear walls = 44299 Ibs R = 6.5 C, = 0.0326923 Fr = 1448.2235 Ibs F. _ shear on andwatls = 724 Ibs/wall shear on sidewalls= 724 lbs/wall G No 63802 0 9/'13/2018 3 Compare Wind vs Seismic for shear wails Seismic Wind Wind with 1.4 reduction Sidewall 724 5593 1 3995 Controlling factor; for shear wall panels Controlling factors for Uplift/Shear Forms Sidewall ------> Wind Sfdewall -----> Wind Max plf of shear wall -16 ga staples 176 262 356 Min Cumulative Shearwall Length (ft) 3118 21.3 15.7 Perforated Shearwall Check -176 Max Open Height = 6.83 it MOW 6W % pit Ca Co Building Length (ft) Wall Height length FHS of SW bo sw L be equat 40 0.76 36.00 0.90 155 0.88 0.89 45 0.76 38.00 0.84 147 0,84 0.84 50 0.76 39.50 0.79 142 0.80 0.80 55 0.76 41.00 0.76 136 0.70 0.77 60 0.76 43.00 012 130 0.74 0.74 65 0.76 44.00 0.88 127 0.72 0.72 70 0.76 45.50 0.65 123 0.70 0.70 75 0.76 46.50 0.62 120 0.68 0168 80 0.76 48.00 0.60 117 0.66 0.67 Ca = .4815%FHS' +.0325%FHS +,4736 LI I/ Perforated Shoarwall Check - 262 Max Open Height = 6.83 it MOHI SW % pit Ca C, Building Length (it) Wall Height length FHS of SW be sw L be equal 40 0.76 23.50 0.71 196 0.75 0.74 45 0.76 30.00 0.07 180 0.71 0.71 50 0.76 31.50 0.63 178 0.68 0.69 55 0.76 32.50 0.59 172 0.66 0.66 60 0.76 33.50 0.56 167 0.64 0.64 85 0.76 34.00 0.52 164 0.63 0.62 70 0.76 35.00 0.50 160 0.61 0.61 75 0.76 35.50 0.47 158 0.60 0.60 80 0.76 36.50 0.46 153 0.58 0.59 C. = .4815%FHS' +,0325%FHS +.4736 // 3 Perforated Shearwall Check - 356 Max Open Height = 6.83 ft MOH/ SW %a pit Co Co Building Length (it) Wall Height length FHS of SW be sw L bo equal 40 0.76 23.50 0.59 238 0.67 0.66 45 0.76 24.50 0.64 228 0.64 0.63 50 0.76 25.60 0.51 219 0.62 0.62 55 0.76 , 26.00 0.47 215 0.60 0.60 60 0.76 27.00 0.45 207 0.58 0.59 65 0.76 27.60 0.42 203 0.57 0.57 70 0.76 28.00 0.40 200 0.56 0.56 76 0.78 28.50 0,38 195 0.55 0.56 80 0.76 28.50 0.36 196 0.55 0.66 4-12-19 Hi 41T' C� y/� One Story Shear Wall Wind/Seismic Analysis Sidewalls Wind Loads MWF Wind speed = 170 mph Exposure = D Mean Roof Height = 30 it ASD Factor= 0.6 Wind load Areas A B c D (psf) 51.2 34.9 40.7 27.9 A = End zone of Wall B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Building Values MGT roof angle = 6.92112 Sidewall Length = 80 ft (max) roof angle = 30.0 Wall Height= 9 it Endwall Length = 30.66 It Heel Height of Truss= 4.251n a= 4.32 it 2a = 8.64 It Height of Roof = 9.19 ft Sidewall Shear Values Area of End Zone of Wail = 39 he/side Total Shear = 1992 lbs Area of End Zone of Roof = 22 ft=/sido Total Shear = 1103 Ibs Area of Intedor Zone of Wall = 30 It /side Total Shear = 1226 lbs Area of Interior Zone of Roof = 49 ft'/side Total Shear = 1993 lbs Total ShearForce to Sltlewall= 63141bs Seismic Loads Seismic category= A Sos= 0.17 Wall DL= 10 psf Roof DL= 14 psf Total W for seismic shear walls = 44299 Ibs R = 6.5 C. = 0.0326923 F. 1448.2235 lbs F.= shear on andwalls = 724 lbs/wall shear on sidowalls = 724 lbs/wall 0 ��D ,,��.- * �� • vos .h � O N w �C7%2 m �,QC a :W m * O. z� �6 Q d b d q mba7 W m «mn m N N0 m mO N� W mnm m m m r r n n W A 1` r fD W !O m Ip tD 10 W m ID m 10 b m m O y O w U a U a V S v Om Nm W m�O m mN W IA lO tO N OA NO Wmrm a3 mmm mn nnAn nFn mmmo�dm rm�mmmmmm W N N N ,Q U a ti a U a N mm OlhrMW 0t� AA W ONe-mNN m m O{ N{yy Y O r V O `O m N'^ .m-- -- -^ N� N H m m m n- m' 6 n Z 6 O Z G. 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Y < all a ti a c� a One Story Shear Wall Wind/Seismic Analysis Sidewalis Wind Loads MWF Wind speed = 180 mph Exposure = D Mean Roof Height = 30 it ASD Factor= 0.6 Wind load Areas A B C D (psl) 67.5 39.1 45.6 31.3 A = End zone of Wall B = End zone of Roof C = Interior zone of Wall D = Interior zone of Roof Suildino Values MGT OO��pEL G y�GEnisF..?OL * No 63002 9/13/2018 roof angle = 6.92112 5ldewall Length = 80 It (max) roof angle - 30.0 ° Wall Height = 9 ft Endwall Length = 30.66 it Heel Height of Truss = 4.25 in a = 4.32 It 2a = 8.64 it Height of Roof = 9.19 it Sidewall Shaer Values Area of End Zone of Wall - 39 f? /side Total Shear= 2234 Ibs Area of End Zone of Roof = 22 fe Isida Total Shear = 1237 Ibs Area of Interior Zone of Wall = 30 ft� /side Total Shear = 1374 Ibs Area of Interior Zone of Roof = 49 fe lside Total Shear = 2234 Ibs Total Shear Force to Sldewall = T07a Ibs Seismic Loads Seismic category= A Sos = 0.17 Wall DL= 10 psf Roof DL = 14 psf Total W for seismic shear walls - 44299 Ibs R = 6.5 C. = 0.0326923 F, = 1448.2235 Ibs F, _ shear on andwalls = 724 Ibslwall shear on sidawalls = 724 Ibslwall 0 0008 Aimm 3u0m ais 33NVI dWO0 3®00 8W ®3MWA316 p m a 0 o n o 4 N R N 0 o e n 11 W T mN T N 11 W N N u y C S INJ� S fNi� n y m c x 0 c 2 n 2 n b lYi b W b 10 d 0 x W 3 m 0 m 0 3 m ? m ? 0000000001° p o000 0000 om. % o00000000m �Ao C 'O A W W N O t0 OD V N N u Co V g A N ^ N A N+ 10 V q YmI.IN V d mJL bOO fOmN+(� +1 N OOIo oOONN mG1 q iOmN V m10m W 11 ONAm+N+A b tl O o 00 00000 11 \O N. 6 0 0 o W W o 0 0 0 o 0 0 o W m e W m A>aNNNaA Q] iN ill O]hI O]m V V C� w O N V V..)m - m W mod W N m O W m O A fD W A m W N N m N V N W f0 N N m N N O A+ W pppp a_ O O N W A N m O] V J m W W O N W W 4f A j 41 Ol V W N 10 W J W W V m W N W N V N m W N m W� N b Y V N ! £ f M.Mmooq odor mvmm00000r o0,�0ll0 00000r mmO+W A WV mN W A W.O =" N A zl �w N 0tm0 (mT MW O o O 7 $ o s a $ 0000000aoy o00000000y o0000000.-' W m O+ 4Wi A V W N^ 4ml A W O N fJil m N^ w N V O N N m w O f ^ l ( �� •o Cj9r to CD * w Z� 'n / Moto Aw VA n A 0 m 0 O 0 N