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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUfi fBE COIWrLCTED FOR APPLICATION TO BE ACCEPTEL Date: 1( IS SCANNED Permit Number: BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce Fl. 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line III PROPOSED IMPROVEMENT LOCATION: III Address: 521' NETTLES'$LVD ' Legal Description: NETTLES ISLAND INC CONDO -SECTION II PARCEL 521 Property Tax ID #: 4502-501-0707-000-7 Site Plan Name: Project Name: Setbacks Front 0r7 Back: .S Igo Right Side: I g Left Side: z DETAILED DESCRIPTION OF WORK. NEW MOBILE HOME REPLACEMENT -IV x 010 (S- Lot No.521 Block No. CONSTRUCTION INFORMATION: III ❑✓— HVAC 1-1 Gas Tank ❑Gas Piping ❑✓_ Electric 0 Plumbing []Sprint Total Sq. Ft of Construction: Cost of Construction: $ Ado — ❑ Shutters ❑ Windows/Doors ❑ Generator ❑ Roof S�Ft. of First Floor: _ Utilities. LJSewer ❑Septic Building Height: 13' OWNER/LESSEE: CONTRACTOR: Name F AND R REAL ESTATE LLC Name: THOMAS GRUNDEL Address: 1165 SW 76TH SW ST Company: TOM'S MOBILE HOMES City: BYRON CENTER State: M] Zip Code: 49315 Fax: Phone No. 616-888-9690 Address: 3344 HENRY J AVE City: ST CLOUD State: FL Zip Code: 34772 Fax: 863-606-5099 Phone No. 407-908-5468 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: nancyarmstrong6l@gmail.com State or County License: IH1025148 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTIt7 LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before thefifst inspection. If you intend to obtain financing, consult with lender or an attorney before commen6na work or reebrdine vour Notice of Commencement —Signature of Owner/ Lessee/Agent STATE OF FLORIDA COUNTY OF ST LuaE The forgoing in r nt was acknowledged before me this I day o 20 Kby THOMAS GRUNUEL (Name of erson acknowledging) (Signaturelof Nota ublic-St to of Florida ) Personally Known x Type of Identification Commission No. Revised 07/15/2014 OR Produced Identification FLOL NANCY FF197899 Signature STATE OF FLORIDA COUNTY OF STLUCIE The forgoing instrurpqnt�was acknowledged before me this�dayof /"l GL�r�/ 20 L5 by THOMAS GRUNDEL (Nagleof person of Personally Known x OR Produced Identification FLOL Type of Identification Produced Commission MY COMMISSION d REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS �6o54va& PERMIT # ISSUE DATE NT SERVICES - �,.-f° mANNING & DEVLLQP� nee Division ` _ Building & Code Comp kse xlfT BUILDINGTERMIT SUB CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. U U 3 State of Florida Certification Number (Irapplicable): have agreed to be the JOHN LAW ELECTRIC THOMAS GRUNDEL - wU(UpjUMnyName/Individual Name) ELECTRIC Sub contractor for (Primary Contractor) (Type of Trade) For the project located at 52'I NETTLES BLVD rv.,,iPet3ueet Address or Pn Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned d'7nin Departmentof St. Lucie County by filing a project, I will immediately advise the Btuldmg an o g (1� Change of Sub -contractor notice. (Form: SLCCDV (No.004-00) BUSINESS QUALIF'IT•iR (Name of the Individual shown on the Contractor's License) sP pFR 2?OJs NOTARIZED SIGNATURES ARE REQUIRED <�o/ Co / t-� o cod°NG L,4e v/ G� Sii /1 FG c ra1.A BusinessName: Address: City/Statelzip: ►�f S u Phone: 37V K 3S7 email: a S [S �0 9�I. )ATE ATUR �— PRINT NAME DATE OF FLORIDA, COUNTY OF - n� 20/ THE FOREGOING.INSTRUMENT WAS SIGNED.BEFORE ME.THI$ DAY OF OR HAS BY T lK Ate l WHO IS PERSONALLY KNOWN AS IDENTIFICATION. PRODUCED VATHRYN SUMSM PRINT NAM ORNOTARYPUBLIC NOTARYPUBIJC S1 NATURE OF NOTARY PUBLIC STA'TEbF FI.�MDA Cara*FFW133 SLCPDS: 08106/2014 E)Vres 3r=1.8 PERMIT # TISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): TOM'S MOBILE HOMES have agreed to be the (Company NG Name/IndividualName) PLUM THOMAS GRUNDEL Sub -contractor for (Type of Trade) (Primary Contractor) For the project located at 521 NETTLES BLVD (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: 3344 HENRY J AVE City/State/ 'p: ST CLOUD, FL 34771 Phon . SIGNATURE email: THOMAS GRUNDEL PRINT NAME STATE OF FLORIDA, COUNTY OF ST LUCIE 5/1 /15 DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1 DAY OF MAY BY THOMAS GRUNDEL WHO IS PERSONALLY KNOWN X PR DU AS IDENTIFICATION. 04 _ZL-6 NANCY MIMS ARMSTRi SIGNAURIO NOTARY PUBLIC tJ PRINT NAME OF NOTARY PUBLt 4 SLCPDS: 08/06/2014 2015 ;W41 NANCY MIME MY COMMISSION # FF19709 EXPIRES February 10. 2019 I PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division 0 0 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): CGC05946' DBK INDUSTRIES have agreed to be the (Company Name/Individual Name) STEPS/SKIRTING Sub -contractor for THOMAS GRUNDEL (Type of Trade) For the project located at (Primary Contractor) 521 NETTLES BLVD (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I Will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: 6560 NW 13TH COURT City/State/Zip: PLANTATION, FL 33313 Phone: i , 407-908-5468 email: STATE OF FLORIDA, COUNTY OF JIMMY FITZGERALD PRINT NAME ST LUCIE 5/1 /15 DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1 DAY OF MAY 1 20 15 BY JIMMY FITZGERALD WHO IS PERSONALLY KNOWN X OR HAS PRODUCED AS IDENTIFICATION. NANCY MIMS ARMSTRONG (STAMP) SIGNA F NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS:08/06/2014 NANCVMIMSARA03TRONG MY COMMISSION q FF107898 M '3 mm PERMIT# TISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If appticabte): C'AC054741 CENTRAL AIR SYSTEMS (Company Name/Ind HVAC (Type of Trade) For the project located at have agreed to be the Name) Sub -contractor for THOMAS GRUNDEL (Primary Contractor) 521 NETTLES BLVD (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: 4665 WADITA KA WAY City/State/Zip: W PALM BEACH, FL 33417 Phone: 561-603-1909 email: ,�Z) ),z'�, GNATURE STATE OF FLORIDA, COUNTY OF DAVID NUTTING PRINT NAME ST LUCIE 5/1 /2015 DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1 DAY OF MAY 2015 BY DAVID NUTTING PRODUCED SLCPDS: 08/06/2014 WHO IS PERSONALLY KNOWN X OR HAS IDENTIFICATION. CY MIMS ARMSTRONG ARY PUBLIC U PRINT NAME OF NOTARY PUBLIC I_ S`MP) y NANCYMIMSARMSTRONC MY COMMISSION 0 FF79Ta9 •`?'y'T:• • EXPIRES February 10. 201S 140�I J9J9 ..l_ Flpay.�ma�,Swvice 9801 Souks Ocean Drive, Jansen Beach, FL 349s7 (772) 229-2920 FAX(772) 229-9901 May 5, 2015 Mir. Fred Brink 521 Ncttles Blvd, Jensen Beach, Fl. 34957 Re. Lot 521 Construction Plans The review of your plans for lot #521 is complete. The site plan complies with the required setbacks, and meets Nettles Island, Inc. two vehicle parking space requirements, we have no objections. Any modifications that affect the foot print of the home must be resubmitted to Nettles Island for approval. Please adhere to the enclosed Nettles Island Procedures Governing Contractor and Building Actiirity on Nettles Island. Please provide us with a copy of the permit before p oceeding Mth construction or demolition. Upon completion, please send a copy of your final survey for our files. Respectfully J Tom Bellavance & Janice McLaughlin Architectural Chairperson CC: Laura Jones, LCAM, File tb/bh Property Card Page 1 of 1 Property Identification Site Address: 521 NETTLES BLVD Parcel m: 4502-501-0707-000-7 SecrFown/Range: 02/37S/4IE Account#: 120295 Map ID: 45/02F Use Type: 0000 Zoning: BIRD Jurisdiction: Saint Lucie County Ownership F and R Real Estate LLC 1165 SW 76th SW ST Byron Center, MI 49315-8511 Legal Description NETTLES ISLAND INC, A CONDO -SECTION 11 PARCEL 521 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 3736-568) Current Values Just/Market Value: $50,000 Assessed Value: $50,000 Exemptions: $0 Taxable Value. $50,000 Taxes for this parcel: SLC Tax Collectors Office Total Areas Land Size (acres): 0.05 Land Sze (SF): 2,020 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2014 Saint Lucie County Property Appraiser. http://www.paslc.orgfRECard/ 5/13/2015 r (, z ro is -r3 CP Y - `A 4�F a 7' / :5 6 < u� � '.ems � � •._ �. - G • I� W 0 G � ✓� 9 VIP r o E gin T z r L rn o _r It o W e ^0 r v � N M V"I 99F 1- 0 CD 2-41 .. C /5205-o2& Page 1 Residential Heat Loss and Heat Gain Calculation 6117=15 In accordance with ACCA Manuel J Report Prepared By: Central Air Systems Inc. For. Brink 521 nettles Jensen beach, B Design Conditions: Fort Pierce Indoor. Outdoor: Summer temperature: 70 Summer temperature: 90 Winter temperature: 70 Winter temperature: 42 Relative humidity: 55 Summer grains of moisture: 127 Daily temperature rangeMedium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Lose (BTUH) (BTUH) (BTUH) (BTUH) Duct 2,121 0 2,121 2,011 Floors 648 0 648 1,165 Walls 1.698 0 1,698 1,895 Ceilings 1,162 0 1,162 739 People 1,500 1,150 2,650 0 Fireplaces 0 0 0 0 Miso 1,200 0 1,200 0 Windows 6.402 0 5,402 2,490 Doors 832 0 832 986 Glassdoors 0 0 0 0 Skylights 0 0 0 0 Infiltration 1,799 3,728 5,625 6,133 Whole House 16,262 4,876 21,138 {2tons) 15,419 HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 738-1101 l dcairyldlonaeroe&Umdeaomy� edudlcade may verydueto M9adterendeamtruedendReme=% L'd 9209136,11199 ZOJ.lBi4n E) u -i WCIT2: A r• y R m -'PtRMIT NUMBER �.... . Installer l '"S -� / i t �.aaj Ugcenee f 1 s 1 C�SI Address o1 home c5�l /J VJi .(XQi� jd/14— . being Installed F',, Manufaclurer P/n Length x width NOTE '!t h Is a alnalo wide fal out one half of the blocking Plan !f ho s lsa triple or quad wide sketch N remalgder of home 1 understand Lateral Ann Systems cannot be used on arty home (now or where the aldewall ties mrceed 5 it 41n: Installer's initials Typical pler spar) R PERMI'r WOFIKcSHEEr . page i df 2 New Home. j Used Home ❑ Home installed to the Manufacturer's Installation Manual Home Is Installed in accordance with Rule 16 O ❑ Single wide ❑ Wind Zone 11 ❑ Wind Zone III Double w)da ' a Installation Decal f) / 6f ) Trlple/Quad ❑ Serial PIER SP,4=0 TABLE Faa usFn umma jLmd (sq ln) 18rx1W (2M 18119bxisur (842) 2CX2ar (400 2WXW (4"' ZVXZ4r (6/8)' 28rx2ar (676) p 8 51 81 8 ,_ PIER PAD SIZES I-beam pier pad size l%, Sx,2a. 5 Perimeter plerlpad Size 4/(!4Other pier t av meta.) � x 3 . ®Draw tIOG apprordmate locations of marriage wail o Ines 4 foot or greater. Use this symbo to show the plena. U I all mania a wag openings greater than 4 foot / L pentng Pier pa&a1ze 17JX ZZ,S �rlKEMM.M. AHCHCRS 4 ft FRAME TIES within 2' of end of horn spaced at V 44oo OTHER ES Sidewal( Numbe Longitudinal Marrird agegswall Shearwail The pbckst panetrometertests are rounde�.&wn to psi or cheok hereto declare t WO In, soli .I/ wftitoui testing. X- X__ . X` POOKET PENETROMETER TESTING METHOD t. Tast the Perimeter of the horhe at 6 lotatkuls 2. Take the reading at the depth of the tooter; a. Using Soo lb. inorerrients, take the lowed reading and round down to that increment. X— X X_ The results of the torque probe test in ; a> Inch pounds or check here if you are declaring T anchors without testing __ . Atest showing 275 inch pounds or less wig require 5 foot anchors Note: A state approved lateral arm system 1s being used and 4 ft. .anchors are allowed atihe sldewall locations. I urdestand 5 it anchors are rsqu lmd at all Ina Us points where the torque test rearing Is 12 or less and aA obfls.jome manufacturer may requires anchors with ty. Installer's Initials ALL TESTS MUST BE PERFOR BY A IlOI-_N ED INSTALLj:R I�taller Name i?ale Tested S multl-wide units, but not to the main power between must -wide units. Pg. a moot all sewer drains to in eodsting sewer tap or septic tank Pa. onnect all potable water supply Piping to an mdsting water meter, water tap, or other ideponderit water supply systems. Pg. PERMIT WORKSHEET I Page 2 of 2 ` to Pr tattoo Debris and organic mateilal removed Water drainage: Natural Swale Pad Other ' Floor. Type Fastener. Walls: Type Fastener; Roof: TvPe Fastener at 2' on center on both a, thu�iMniemlrm r.nWrcnwal . I understand is properly installed gasket Is a requirement of all new and used homes and that condensation, mold, meldew and buolded marriage walls arc a result of a Poorly installed or no gasket being installed I d a strip Of tape will not serve as a gasket. Installer's Initials Type gasket 12" fl� Installed: . Pa. Between Floors You Between Walls Yes Bottom of ridgeboarru es The bottombowU will be repaired and/or taped Yes jz. Siding on units Is installed to manufacturer's specifications. Yes / F(replace chimney Instaged sc ea not to allow Intrusion of rain water. Yes ✓ SklrUng to bs Installed Yes ✓ No Dryer vent installed outsideof aMMng. Y Derain dD flow Vent Installedroutside of lines supported at 4 foot intervals. Electrical crossovers protected Yes V Other: 1-7 :71 "ev 6jOUL ?- 6 yly-b � * � page I revision 6107 OUVER TECHNOLOGIES, INC. FLORIDA INSTALLATION INSTRUCTIONS FOR THE MQRF'L110t Rn SErt1ES AL ICFOUNDATON SYSTEM_ MODEL It0FI"V' (STEPS t 15) LONGITUDINAL ONLY:.FOLLOWSTEPS 1.9 FOR ADDING LATERAL ARM: 60110W StaPS 1 -15 FOF C4HCRETppPLCATIQ114. Follow Steps ENGINEERS STAMP NGIN9ERs STAMP 1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOPI Contact Oliver Technologies al 1-800 284-7437 a) Fier height exceeds 48" b) Length of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall height exceed 96" e) Location is within 1500 feet of coast " WA , Arrnu nr: AROUND PAN 2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) . or 3. Place ground pan (C) directly below chassis I=beam . Press or drive pan firmly into soil until Flush withshould be loaa below soil. SPECIAL NOTE: The longitudinal "V" brace system serves as a pier under the home and ded as any other pier. It is recommended that after leveling piers, and one-third inch (10) before home is lowered completely an to piers, complete steps through 9'below then remove jacks. NOTE: WHEN INSTALLING THE LONGRUDINAL SYSTEM g=. A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED • 901E TEST LASSIFIPROBEa 2T5 SHOULD BE FOOT USED DETERMI1 MUST BE USED. IFPROBETW READING$ ARE BETWEEN 270 a 3" A PROBEnON. IF OT ANCHT TYPE OF ANCHOR PER SOIL COR MAY BREADINGS E USE . BETWEEN 3 EN GRvs OUND ANCHORS WITH DIAGONAL TIES AND STA LUERPLATESVE �'� VERTICAL FLORIDA REG) ALSO REQUIRED ON HOMES SUPPLIED 4. Select the ooireci square tube brace (E) length for set - up (pier) height at support location. (The 1 a" tube is always used as the bottom part of the longitudinal ami). Note: Either tube can be used by Itself, cut and drilled to length as long as a 40 to 45 degree angle is maintained. PIER HEIGHT fAFnrnr_ 45 deareee Max.) 1.25" ADJUSTABLE 1.50" ADJUSTABLE Tube Length Tube Length 5. install. (2) of the 1.5U" square tubes (E (18- tube) ) into. the "U' bracket (J). Insert cartage bolt and leave nut loose for final adjustment. 61 Place 1-0filsm gonnector (F) loosel on the bottom flange of the I-beam. 87. . Slide the steps selected thro gh 7 to createo a he'IV' pati,501 em(of)and the square tth ubes loosely in place.nectors (F) and The angle is not o xcen loosely tedb45 and nut. degree and not. below 40 degrees. 9. After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4) 1/4"-14 x 314" self -tapping screws in pre -drilled holes. THE MODEL 1101 "v" tLONGITUDINAL & LATERAL Pr10TECTTON) KUmmATES THE NEED FOR MOST STABILIZER PLATES B FRAME TIES• NOTE: THE USE OF THIS SYSTEM -REQUIRES VERTICAL TIES SPACED AT S'4'. FOUR FOOT (41 GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructions. NOTE: Centerline anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads In excess of 4,000 lbs. require a S anchor per Florida Code. 11, NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. This frame tie & stabilizer plate needs to be located within 1 a" from of center ground pan. 12. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" or72" lengths. (With the 1.50' tube as the bottom tube, and the 1.25" tube as the inserted tube.) 13. Install the 1.50 transverse brace (H) to the ground pan Connector (0) with bolt and nut. 14. Slide 1.25' transverse brace into the 1.50' brace and attach to adjacent I-beam connector ( n) w bltia d nut ed holes. i •LMR TECHNIXIDGIES,V y C r° j f L I I E r i '"' F, ° '�I Y page Y ¢vision 6107 ,ruti�H�t e7fON USING GONGRE31 RUNNER / F44IE6 10. AOpncrete MUM "octal or slab may be used in Place of the steel ground pan. a) The concrete shop be minimum 2500 psi mix and mustb) longitudinallyeorl8 Inches trdnsversebe either l tooarllow proper distance betweel or transverse,n the concrete bolt andthetedge of the concrete (s a below). c) Potters must r 18 Inches tr surface area of 441 sq. In. (i•a. 21' square), and must be a minimum of 8" deep. d) If a full sieb Is used, dv3 depth must be a 4- minimum - Qal inspection of the system bracket installation is not required.. Footers must allow for atdeast 4"from the concrete bolt to the SPaedge of the concrete. pads, slabs and rurttle►s must be Per 10W lurfedicdon. weTE: The baudm of all footings, Pa MMMMSM AL: (Model 1101 LC "V'") -- "" d Pads! 1101 W-Cf'�A Iwetsetl�simply install the bradceiin-runnadfooter ORCA (drvsetL The 1101 (dryset) CA bracket is�et�chad fp the concrete using (2', 518' X 3' or PDwers eglllYe_lef+q: Place � CA bracket in desfiiad Icrati0n. MabO, drip a hole to a minimum depth of 3'. Make �� and start wedge bolt outsn place 1101 (dry sat) CA bracket onto wedge Thw daave of o0dtlng the nuY.(mekrng sure not to hit Ole top of threads on boO). - _- r...,..dnru by Hnhtenina nuts. bolt hole locations; then using a orb- dlamewc 1 out of the holes; Place_ wedge bolts Into drilled ake a hammer and lightly drive the wedge bolts LATERAmarkL: (r9odN 1101To ) 19. F 1� ( ons than us r a 51inatel186d�atn mlyasamlt I CI h°la to minimumH d rsepth of 3 Ma ho blown out of the hole. Place wedge bolts (Sitopebrt part1623t1pH 5/8' X 3'or Rowers equ'nreterit) lntn connetttar and Into dnUed hie. tf needed, take a hammer andf sae bolt na , th" be atyor tie the top of threads on bob), then remove the nuL 7_yl 17 81 B. 19.When using part# 1101 CVy11(weiset) or 1101 CVD (dryset). Irisleli Dar steps Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2, • =STABLJZERPLA7EA DFRANETELOCATIQN VleefislD bebra111dttuiirt18i imc)FaerWdgattrdpa►artnrtaEL-) 3. K:I= LWAMMOFLfJNMUf 44LBFiACM ONLY 4. S3 � TRANS/&LONC, UDt* LO ATKM ,I I ALt WIDTHS: AND LENGTHS UP TO'52' L; 0 • ALL WIDTHS; AND LENGTHS OVER 52' TO 80' • I • stallation (part p 11IM-1}TACA) sure all dust and concrete is I concrete dry traps M9 he nut (making sure not to hit • • • HOIfIFES ITH 5112 ROOF PITCH REQUIRE=: PER FLORIDA TtEGULAT ONS tlllrer 6 systems for home lengths up to 52 and 8 systems for homes over n pCC r P late and frame tie required a4 each later91 ptaElFl j system. ,; .r Fo6m, prbvetl" a' ground ay be used N all xcept where ufacturers sped- r sidewall straps ess of 4.000lbs. ations require a 6' Longitudedry concrete bracket part# 1101 D-CPC/ Wet bracket part # 1101 W-CPCA not shown - —" anchors may be used N all 1*e0600 exceptwhere home manufacturers spedffcatiuns ror sidewall straps are N exoess of 4,0001bs. These lora0ons require a6• anchor. Per Flodda Code. page 3 revision 6/07 1- Transverse am I-beam I r r r-r u a 1n 1 rnnnector f— r �H Transverse bottom (is) C = GROUND PAN D = GROUND PAN CONNECTOR UBRACKETS TRANSVERSE . Ground F cV• brace f• n ' "` - E = TELESCOPING V BRACE Pan cois nnhmlo.:`:. �Y/ i_;-.. TUBE ASSEMBLY WI 1.5 BOT- rsveree nectors J_gh0ondpan . TOM TUBE AND 1.25TUBE VBradud INSERT ! °V" F = BRACE I-BEAIL4 ..,, TORS ASSEMBLY H = TELESCOPING 11 N'- E r Brace Tu 1p (1.25) J� ' ARM ASSEMBLYAr IF o:=TS,$9G� onom (1.6* / 1 = TRANSVERSE A -Ground Pen CONNECTOR ' x J= V PAN BRACKET""� $FATE. Qf' ea: Model # 1101 "V" Per Na'rroiver Beam Flange (1jAssembly �� crriae6-:.lrexs<... CardaBe Botr&Nut.""- :.: .. ":'1•BEAM`CONNECTOR"BRACKET Model 1101 CV W not shown —•-- C = CONCRETE FOOTER/RUNNeK — D = CONCRETE U BRACKET TRANSVERSE CONNECTOR (connects with grade 5 42' x 2 12" carriage bolt &nut). "" 1 oeanh {. r E =TELESCOPING V BRACE Tremwerstee arm TUBE ASSEMBLY W/ 1.5 BOT 'Ibp (1.25) - TOM TUBE AND 1.25 TUBE bottom (IX) INSERT �r F = `V' BRACE I BEAM CONNECTOR ASSEMBLY " (co with grade 5 -1/2• x 4' carriage bolt am r :` 1.•! F-: erh unects H=TELESCOPING TRANSVERSE ARM ASSEMBLY IP Bracket I =TRANSVERSE ARM I -BEAM CONNECTOR (connects wdh grade 5 41T x 2127 carriage bolt & nut) r J= CONCRETE'V• BRACKET (connects with grade 6 - W x V.catdage bolt & nut) Model #11101 C "W OLIVt R TECHNOLOGIE$t INC. Telephone: 9317984555 1-800-284-7437 Fats 937-796�811 www.clivertechnofogies.com 9801 S®tdh dteean DdVe, Jensen 80anh, FL a4957 (772) 229-2930 FAX (77 ) 229-9901 May 5, 2015 Mr. Fred Brink 521 Nettles Blvd: Jensen Beach, Fl. 34957 Re. Lot 521 Construction Plans The review of your plans for lot #521 is complete. The site plan complies with the required setbacks, and meets Neuies Isiand, file. t,,N,o veiiicle parking space requirements, we have no objections. Any modifications that affect the foot print of the home must be resubmitted to Nettles Island for approval. Please adhere to the enclosed Nettles Island Procedures Governing Contractor and Building Activity on Nettles Island. Please provide m with a copy of the perrnit before proeeedir,g with Construction or demolition. Upon completion, please send a copy of your final survey for our files. Respectfully _?% — . Tom Bellavance & Janice McLaughlin Architectural Cliairperson CC: Laura Jones, LCAM, File tb/bb tiri�r r i ppp a III 1 "r,M 1 Vl 1 • Property Identification Site Address: 521 NETTLES BLVD Parcel m: 4502-501-0707-000-7 SeeTowo/Rsnge: 02/37S/41E Account 9. 120295 Map ID: 45/02F Use Type: 0000 Zoning: HORD Jurisdiction: Saint Lucie County Ownership40 F and R Real Estate LLC .,.Aq 1165 SW 761h SW ST Byron Center, MI 49315-8511 Legal Description NETTLES ISLAND INC, A CONDO -SECTION B PARCEL 521 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 3736-568) Current Values Just/Morket Value. $50,000 Assessed Value: $50,000 Exemptions: $0 Taxable Value: $50,000 Taxes for this parcel: SLC Tax Collector's Office Total Areas Land Size (acres): 0.05 Land Size (SF): 2,020 " 12/1 7/1019 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2014 Saint Lucie County Property Appraiser. ,:ire v t ;Ni �:tc http://www.pasle.orgIRECard/ 5/13/2015 6.S: DEPARTMENT OF HOMELAND SECURITY tLEVAI ION l ER71 F'IGAIC FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Floodl=rance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A- PROPERTY INFORMATION ?0Uit)S0dfflp?ti11tt7S:' Al. Building Owner's Name FRED & RUTH BRINK ,IN Or I .y"-1 A l -'. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. '"9gtljpyi1C7VrnbErx'+,'at.1,v. *�'� .. Lx..n Hrsd✓XC#L .a.v..e1. i^ a t...... Citv JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 521, NETTLES ISLAND PROJECT SECTION 2 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latituda/Longitude: Lat. 27"17'14.4" N Long. 80"13'23.8" W Horizontal Datum: ❑ NAD 1927 Z NAD 1983 As. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 5 AS. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq fit b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑X No d) Engineered flood openings? ❑ Yes 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State UNINCORP 120285 1 ST. LUCIE I FL B4. Map/Panel Number 65. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111C 0311 J 02M6/2012 Effective/Revised Date Zones) AO, use base flood depth) 02/16/2012 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ ,NGVD 1929 © NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System �BRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date:_ CBRS ❑ OPA SECTION C- BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction` ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones At-A30, AE, AH, A (with BFE), VE, VI -WO, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: 94 77 A04 FLDT Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: _ Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.2 FX1 feet ❑ meters b) Top of the next higher floor 8.47 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ❑ feet ❑meters d) Attached garage (top of slab) N/A., ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.2 Z feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4.2 FX1 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4.5 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support' N/A._ ❑ feet ❑ meters SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 2310-01-01 1 understand that any false statement may be punishable by fine or imprisonment under 18. U.S. Code, Section 1001. ❑X Check here if comments are provided on back of forth. Were latitude and longitude in Section A provided by a (] Check here if attachments. licensed land surveyor? X❑ Yes ❑ No "PLACE SEAL Certifier's Name EARLE R. STARKEY _-. License Number 004459 TNIg. PROFESSIONAL LAND EYQg`Compan ame ACCURIGHT LAND SURVEYING INC. _ A 1501 DECKERA ity STUART -State FL ZIP Code 34994 PLS #"59. Signature EAR KEY Date 10/2712015 Telephone 772-286-7694 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these soaces, copy the corresponding information from Section A. I FOR INSURANCE COMPANY USE . I Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number.' - 521 NETTLES BLVD. • r - - - City JENSEN BEACH State FL ZIP Code 34957 ComparryNAICrNumber. SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) cornTWA' ybf 3iial, (2) Insurance agent/company, and (3) building owner. Signature EARLE R. STARKEY Date 10/272015 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items Et-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _— ❑ feet ❑ meters ❑ above or El below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is �._ ❑ feet ❑ meters ❑ above or El below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is __ El feet ❑ meters ❑ above or below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is __ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. J I IVI\ V - VV\YIIYIVIYI I 1 11\r Vl\...l ,1V1\ %V, IIVI\f1Lt' The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the'measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has',been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement GB. Elevation of as -built lowest floor (including basement) of the building: _ _ ❑ feet ❑ meters Datum _ G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters Datum G10. Community's design flood elevation: _ ❑ feet ❑ meters Datum _ Loral Official's Name. Title . Community Name • - . _ Telephone Signature-.'_,*' Date Comments: Check here if attachments. 521 NETTLES BLVD, ilding Photogra See Instructions for Item,A FLORIDA If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side view" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT 10/27/2015 REAR 10/27/2015 10/27/2015 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERI E FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660.0008 - NarionalFloodlma nmProgmm Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2016 SECTION A - PROPERTY INFORMATION f Al. Building Owners Name FRED & RUTH BRINK A2. Building Street Address (including Apt., Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 521 NETTLES BLVD. p e City JENSEN BEACH State FL ZIP Code 34957, A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 521, NETTLES ISLAND PROJECT SECTION 2 . A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Lalitude/Longitude: Lot. 27°17'14.4" N Long. 80°13'23.8" W Horizontal Datum: ❑ MAD 1927 ® NAD 1983 AS. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NiA sq ft a) Square footage of attached garage N/A sq It b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade NIA within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.1b NIA sq In d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State UNINCORP 120285 1 ST. LUCIE I FL B4. Map/Panel Number B5. Suffix B8. FIRM Index Date B7. FIRM Panel 88. Flood B9. Base Flood Elevation(s) (Zone 12111C 0311 J 0211612012 EffectivelRevised Date Zone(s) AO, use base Flood depth) 1 ' 021162012 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Sour: _ B11. Indicate elevation datum used for BFE in Item BE: ❑ NGVD 1929 ® NAVE) 1988 ❑ Other/Source: _ B12. Is the building located in a Coastal Barrier Resources System �BRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date:_ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ❑x Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, Vl-V30, V (with BFE), AR, AR/A, ARIAE, AR/A1-A30, ARIAH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: 94 77 AD4 FL DT Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in hems a) through h) below. ❑,NGVD 1929 © NAVD 1988 ❑ OthedSource: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawispace, or enclosure floor) 4.2 0 feet ❑ meters b) Top of the next higher floor A.4Z ❑X feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ❑ feet ❑ meters d) Attached garage (top of slab) MI& ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.2 ® feet ❑ meters (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 4.2 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4.5 © feet ❑ meters a h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support N/0._ ❑feet El meters SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information on this Certificate represents my best efforts to interpret the date available. j 2310-01-01 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. . ® Check here it comments are provided on back of forth. Were latitude and longitude in Section A provided by a ® Check here if attachments, licensed land surveyor? ❑x Yes ❑ No PLACE SEAL Certifier's Name EARLE R. STARKEY License Number 004459 Th FEBSIOtZ!L Compen ame ACCURIGHT LAND SURVEYING INC. A 1501 DECKER A fly STUART te-FL ZIP Code 34994 Signature EAR KEY Date 102712015 Telephone 772-286-7694 FEMA Form 086.0.33 (7112) See reverse side for continuation. PLS #4459 Replaces all previous editions. n these spaces, copy the corresponding information from Section A. i -p' Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City JENSEN BEACH State FL ZIP Code 34957 i gQ ORMMROW-10,' _ SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) commyWtyin"i 11, (2) insurance agent/company, and (3) building owner. Signature EARLE R STARKEY Date SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. if the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Et. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, cmwispace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or[] below the HAG. b) Top of bottom floor (including basement, cmwlspace, or enclosure) is _._ ❑ feet ❑ meters ❑ above or[] below the LAG. E2. For Building Oiagrems 6-9 with permanent flood openings provided in Section A Items B and/or 9 see pages 6-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is __ ❑ feet ❑ meters ❑ above - below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. ' E4. Top of platform of machinery and/or equipment servicing the building is —_ ❑ feet ❑ meters ❑ above or El below the HAG. E5. Zone AO only., If no flood depth number is available. Is the top of the bottom floor elevated in accordance with the communiVs floodplain management ordlnanee? 11 Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. I he local Omclal who IS allthonnd by law or ordinance to administer the community's floodplain management Ordinance can complete Sections A, B, C (or E), and C. of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G"10. In Puerto Rico only, enter meters. Gt. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-Issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (Items G4--G10) is provided for community floodplain management purposes. G7. This permit has been issued for: ❑ New Construction G6. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: G6. Date Certificate Of Compliance/Occupancy Issued Substantial Improvement ❑ feet ❑ meters Datum _ '❑ feet ❑ meters Datum _ ❑ feet ❑ meters Datum Local Official's Name Title / Community Name Telephone Signature Date Check here if attachments. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERT WIC ATIE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 -Natlonal'rloodliamranceProgram Important: Read the Instructions on pages 1-9. Expiration Date: July 31, 2015 Al. Building Owners Name FRED & RUTH BRINK A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. aGi71j1 y 1 ridtlra"UT ,*' �, 521 NETTLES BLVD. - �"" Imo'= i�l.�'.:f.�i`�"�3'e$" City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 521, NETTLES ISLAND PROJECT SECTION 2 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Lafitude/Longitude: Lat 27'17'14.4" N Long. 80°13'23.8" W Horizontal Datum: ❑' NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building lithe Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A& For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 790 sq it a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes � N No d) Engineered flood openings? ❑ Yes N No SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 82. County Name B3. State UNINCORP 120285 1 ST. LUCIE I FL B4. Map/Panel Number B5. Suffix I B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111 C 0311 J 02/162012 Effective/Revised Date Zones) AO, use base flood depth) 02/162012 1 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: _ B12. Is the building located in a Coastal Barrier Resources System �BRS) area or Otherwise Protected Area (OPA)? El Yes N No Designation Date: _ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* © Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIAI--A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specked in Item A7. In Puerto Rioo only, enter meters. Benchmark Utilized: 94 77 A04 FL DT Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.2 N feet ❑ meters b) Top of the next higher floor 8.47 N feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ❑ feet ❑ meters d) Attached garage (top of slab) N/A., ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.2 Il feet ❑ meters (Describe type of equipment and location in Comments) . f) Lowest adjacent (finished) grade next to building (LAG) 4.3 N feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4.5 N feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 'NIA._ ❑ feet ❑ meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certficate represents my best efforts to interpret the data available. 2310-01-01 1 understand that any false statementmaybe punishable by fine orimpdsonment under 18 U.S. Code, Section 1001. _ - N Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a N Check here If attachments. licensed land surveyor? N Yes ❑ No PLACE'SEAL Certifiers Name EARLE R. STARKEY License Number 004459 Title PROFESSIONAL LAND SURVEYOR C Name ACCURIGHT LAND SURVEYING INC. ty STUART State FL ZIP Code 34994 10/ PLS #14459 Sign u Date 1027/2015 Telephone 772-286-7694 FEMA Form 086 (7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these soaces. coov the corresoondine information from Section A. I FORJNSURANCECOMPANY USE': 1 Building Street Address (including Apt., Unit Suite, and/or Bldg. No.) or P.O. Route and Box No. PtlliGyflSitgtber' t a.: 521 NETTLES BLVD. City JENSEN BEACH State FL ' ZIP Code 34957 Qni>7pamyl+lAlCNutmber, SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. R. STARKEY Date 10272015 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, crawlspace, or enclosure) is _._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is —_ ❑ feet ❑ meters ❑ above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9�see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ _ El feet El meters El above or below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is �._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: lf no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? LJ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections'A, B, and E for Zone A (wfthout a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments SECTION G — COMMUNITY INFORMATION (OPTIONAL) ❑ Check here if attachments. i ne iocai omciai wno is autnonzed oy law or ominanoe to administer me communitys tlomplain management ordinance can complete sections A, B, G (or e), and c of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. Date Certificate Of Compliance/Occupancy Issued G7. This permit �as been issued for. LJ New Construction - LJ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _ _ ❑feet ❑ meters Datum _ Gg. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum _ Local Official's Name TrBe CommunityName' • , ` Telephone - Signature - - _ ' Date Comments-: - - - ❑ Check here If attachments. 521 NETTLES BLVD, Building Photographs See Instructions for Item A6. FLORIDA If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front Vievf and'Rear View"; and, if required, 'Right Side VieW and `Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT 10/27/2015 REAR 10/27/2015 SIDE 10/27/2015 OFFICE USE ONLY: DATE FILED: REVISION FEE: 6 7 2. DETAILED DESCRIPTION OF PROJECT 3. 4. 5. CONTRACTOR INFORMATION: PERMIT # 16 RECEIPT # STATE of FL REG./CERT. #: ST,.,LU BUSINESS NAME: QUALIFIERS NAME: ADDRESS: I b-�Hll v4hljmq CITY: T- t�-v tA> STATE: PHONE (DAYTIME): i i 0 6 r_ FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: _ ADDRESS: _ CITY: _ PHONE (DAYTIME): Revised 07/22/2014 T --1 %-) 1„ 1 STATE: ZIP: FAX: STATE: FAX: VA 13i -I. SCANNED C St. Lucie County FIOPY r BY tE p�q srP -R y u��alP T1i'z 3�1 ST. LUCIE COW Y RUH DING DMSION REWNVED FOR CO1WI1 L1M , /I Transform a mobile home into an attractively REVIER'ED BY trzr/ti finished home quickly, easily and -- f economically with our Eagle Vinyl Skirting. I N'D ET% BE V PT ON JOB OA LNSP TIO III K E. Mrtually maintenance free, its rugged construction assures you lasting durability. Our snap/slip lock assembly minimizes blowout problems while making installation easier than ever. it can quickly be either snap - locked or slip -locked into place. Eagle Vinyl Skirting is the simply beautiful way to protect and enhance the exterior appearance of any home. Self -ventilating (1) no need for t special vented panels in many locations or; (2) add as many specially designed renter vent V ' panels as required, t Virtually maintenance free -won t I dent or scratch. It'svreatherproof, ` rustproof & never needs pairting. l An ocrasional vaashing easily keeps it looking brand nem THESE PLANS AND ALL PROPOSED MAK InstaIIati,A94484Wr) Ti Y=PROt trim hotd7�a�IQ4tr��([�t@iH+! makes it: e�M14VIIDES*.RMi ER -TO Designed to resist gusty winds, rUMM, less chance of blowout. Eagle Center Vent Panel offers 4.9in.' vent per lineal ft. of vented parks �MMI Tr at NO ADDITIONAL CHARGE! t,. Easy access - anyvrhere around the home's skirting. Panels easily slip out and may be reinstalled by 1 J either sliding ar scrapping Ure Pali- ......... ells together. NIP sryLE=dreive. F�am OhM 434M DW.925.444a '24 I�j I Installation Details Careful attention to a fey: basic details will insure that V01tr virs-'.l skirlhw will provide a beautiful, easily installed. completely accessible exterior with a minimum of maintenance. Vinyl skirting is easily installed over any terrain. requires no special tools and never needs painting. Following, these basic installation techniques will assure that our skirting will con- uib ate to the beauty of your home's exterior. 'Fools yota will need Hammer < Screwdriver o Snips a Plumb bob or level 'tape measure Power mw witli file -Tooth blade a notching tool - Chalk line 9 U?ility katift IAf port aill Use eitlier a poser sari with a fine tooth blade rnounicd with reti-crsc ratatienr, or ;aviation snips to cut skirting components. To allow for normal expansiort and contraction. fastenthe top trim back in the ivNmter of the nailing; slots. Fasten positively to the surface of the unit at every, slotted hole, leaving 1 "2- between, lengths. Do not butt the ends. Overlap top trim front approxi- mately I" at joints. Allow. 21' between pieces of'the bottom channel when installing. Do not drive the ifttils ftou ail htkj'. I he total! provided otter excellent holding power, but if driven tot: tightly, the iinvl can, tinder normal expansion and contraction, become distorter!. These special nails should he driven in the middle of the trailing sfoi just short of touching the tors trim back. hail to acltieee- 3 Y" penetration info a solid wood substance. Mail to allow part. to expand and contract during the normal change in amhient t<:tnncr2ntrc. 119 not nail tight: a litniv 116, 6" gap bemeen nail head and part. TOIL Trim Back Top Trim Front M1.5.31�41�Ni�4��k'[����^��'�✓�-.e��=��? {y "�'{6�j��{6�'4'^`jL t"5`� i EAGLE PANEL 343081 White Carton Contents 343083 Grey 12 pcs, 16" by 140" Lang 343084 Clay I I 186.5 sq. it.(ctn. 343087 Tan ! 50 Lbs.;Ca :o: r 34308E sang EAGLE CENTER VENT 349991 White Carton Contents 349993 Grey 12 pcs. 16" by 140" Long 349994 Clay 186.5 so. ftJrtn ?�?9997 Tar. 59 Lbs"'Carton 349998 Sand `EAGLE DELUXE TRIAA KIT HardcvaM Kit Not Included 343251 White Top Trim Back 15 pos.-165 fin. ft. 343253 Grey Top Tam Front 15 pcs,i65 fin, ft. i 343257 Tan Includes 4 pre-notGhoL for corners 343258 Sanwa+ Bottom Channel 15 pcs -165 tin. ft. 87 LbsJCarton EAGLE DELUXE- 343051 White t SUI,.K 7',^!p i'mro rLtom' ! 343053 Grey 50 Pieces Per Canon 343057 Tan 87 LbsJCarton 343058 Sand EAGLE DELUXE 343021 White BULK TOP TRIM BACK 343023 Grey 50 Pieces Per Carton 343027 Tan 91 LbsJCarton 343028 Sand EAGLE DELUXE 343011 White BULK BOTTOM CHANNEL 343013 Grey 50 Pieces Per Carton 343017 Tan 7 2 Lbs-rCano t 343018 Sand EAGLE DELUXE 343091 White NOTC:tED TOP TRIM Ft:ON 343093Grey 50 Pieces Per Carton 343097 Tan 91 Lbs.iCarton 343008 Sand HARDWARE KITS AVAILABLE 3350 Kit: 100 - 8' Spikes, 200 1-112" Naus, 8 Ibs.fCarton 3352 Nails 1-1t2" - 2501Box 3353 Hex Washer #8 Screws 1.112" - 250/Box 3510 8" Ground Spikes - 20078ox 3511 i-1:2" Se6<Tappi^.g Hex head #8 S£rews - 250i8ox 44 A L Eag.c Panel 4,elllPr Ve-A Pane! \�` f r f I tit Top Trim Too Trim Front Back /.y' wet'! t•.i"rli Bottom ollsnney 8*, So:ke VERTICAL VINYL SKIRTING ( compomea09 6 Imetallabion ) i MP. Mm x� A-:T4iG1i o WaTo S SMAPS 6MTb :bp aArA "'or-9 SCR&W5 AND .PANEL CvTA VE . PA►�L--�" BLOCK SUPPORT 3.9 ,.IT n mm REe Foal Mu AEA of wEMTILA'PbN 'MP ®ACK AN9 V"T'TOM1 FLAIti1 tlV! 6,rW SL96WS I � OcMIN `ALt. PAme LS Aaib 4"m L8L E 18V ME -*U w6'fbP Vq%YT A p41i14� VP ON PANEL ATTAC 14so '{ o G &ou ab .WiTN'Y1ACH GALjVANl2E0'A1ANL l$ooG (IF S61L 1S 3m6m*V TBEN '&;Vac) f CONCEALED FASTENERS OR ATTACHMEti _ ARE THE RESPONSIBILP OF THE CONTRACTOR OF RECORD FILE SCANNED BY St. Lucie County SET-UP MANUAL JA;OBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV-07/14 NOTES 56 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE-UP *TIEDOWNS (SEE SET-UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUMFOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8' IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. JACOBSEN HOMES NOT1cm ONs Arm DPAYRGS ARE DRANK BY: O.A. DATE 11-21-06 REV. LETTER: AE11:100 BOX ONGR L PROP a ATM F9F ACOBY, AMI NUFACTUMG YATE16AL5 AT J YANUFA D DRANING TITLE MANUFACTURED HOME SET-UPSAFETY M THEuP.O. NGENT ��,,���A � ALS AM DRANING NUYBER: $U-01-0001 HARBOR, F726-11 34695 ORI PHONE (727) 726-1138 Imc faN 9[(SC PR8 ANDMI IAbT BF I¢vT cQamwnn Alm gaeT maI mlmrs (10-08-08) DETAILS "A' AND "B" MAIM ERAIE F A--l' • , NOTES: (per ANT) ,�/� ER 1. 39' MAX. SINGLE STACKED FOR PMR TAFAIFDYLI (gEE NOTE p1), HOLLOW BLOCKS AT [-BEAMS. PIER CAPPED VIR SOLID COICAEIE 54' MAX. PIER BLOCK DRY STACKED ROOF (OL C THoo AT PERIMETER & MATING LINE (PIER SYSTEMS ANY TALLER B' X ET X 1C CELLED VASOWRY R.006 = MUST BE APPROVED BY A WIN BEN CalS LICENSED ARCHITECT SEE TARE I FOR PER RIDIER = OR ENGINEER) SM AND SPACING a 2. MAXIMUM PIER/PAD PROJECTION: SPFLTFICANOIS (PAIN:11) SEE OTHER DETAILS (SEE SU-4A FOR 15 X 16 PRECAST PER PAD SPACO6) = `- 3. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- �� OF PLUMB PER 3285 STANDARDS SEF NDff 4. MARRIAGE WALL OPENING PIERS BE WITHIN 6' OF OPENING R]aVE ORGANIC:TO UA ON EITHER SIDE OF COLUMN. AND RACE PAD ON STARE SOIL (WHEN REQUIRED FOOTER SIZE BDAR FROST UDE PER LOCAL PREVENTS A SINGLE STACKED CODE IE RREMEN5 SEE NOT IQ PIER FROM MEETING THIS, USE DETAIL 'A(BON VARB IRDI MAX, A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) AULWARF SOD BERG) 5. MINIMUM PIER PAD THICKNESS: A 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE F007INGS ON 2000 PSF SOIL (MAX.) SEE NOE /3 THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED J BY 4.(BUT NOT LESS THAN (DECAY RIM A�/� A�+� 6. HAVE ALL FOOTING CONCRETE TO HAVE (r NOTE COMPRESSIVE STRENGTH. imm (fc') = 3000 PSI (MIN.) CAPPED WIN sn 7. PLACE 6 MIL POLY ON GROUND PRIOR CONCRETE ROCK OU 4' THICK) TO POURING FOOTING CONCRETE (ALL SEAMS TO OVERLAP 12- MIN.) X E X 16' CELLED MASOIV B. PIERS SUPPORTING THE ]-BEAMS - RiLm ®III OPEN COLS VERTICAL TO BE WITHIN 24' OF BOTH ENDS TE-DOFN STRAPS ATFA - (SEE MOLE /1 FOR MAX PER IDLORS AND NO MORE THAN 10' O.C. ID1601E R:JdY COIJ118E5 CN = AND DETAIL. ARIVE) 9. PIERS MAY BE OFFSET UP TO 6' EACH SEVION 10 BE CO0ED1� = IN EITHER DIRECTION ALONG THE 10 A DOW HIM ARMOR LAKE � PIER I -BEAMS TO ALLOW FOR PLUMBING. = FOOTER SM ANDELECTRICAL. ETC. SPACING SPECFIGTIONS 10. FOOTING CONSTRUCTION MUST / (PACESEE COMPLY WITH LOCAL BUILDING CODES. NOTE �ORWE � ORGANIC WIM 11. WOOD SHIMS, WHEN REQUIRED ARE TO D plBIE HEADED ARMOR ACEFROPAD ARD PIA PAD ON BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED E PER LOCAL. CODE IEOIOEI@85 TIGHT BETWEEN THE I -BEAM AND PIER / CAP. SHIMS MUST BE MIN. $ LONG BY 6' WADE AND NO MORE THAN SEE NOTE 12r DETAIL 'B' SEE NOTE Q THICKNESS. 0519O1 VARIES M;A'X 1' IN �Y0� ALLOME SOL °--aaVDD06EABD4AAej DAPIA APPROVAL• E IV F o® a APPROVED BY m 484 Revised INo172008 ecNC. ®-33TATE OF o,LE/® coxs wrnoxiano s�nFiiv sinxmnns JACOBSEN HOMES CommgagEvim=clgAbsAR aA=4t Mrc AID _.. O.A.— — 09-07-93 n A DRABMs 1TAE °A° °B° OF 1w1RDs ov WAOM AAL�9M uAMlsAcnAaD DETAILS & P.O. BOX 368 NQ 9W MA19DM9 M PROM TD 9E SAFELY HARBOR. FLORIDA 34695 PHONE (727) �� -1, Ralf ti029M RW 1131I MOY. WHO MDYBiGE AID MET I= DOM DRAWNGNUM64t SU-0)-0001.) 12-15-0 8 ( ) AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) COLING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECIION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OVER DETAILS. I UNIT MARRIAGE LINE AIR HANDLER CROSS —OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) N017CE "". MT: UAIV MY. WILL JACOBSEN HOMES THESE MONAPE@GMNSAXDDCONfWTE C.L.Y. 3-21-95 �DNAL P TA• IJ aA+�+>A DRANWG D �;w MA W I$ AT RKSJACOMAM PRONG) TO HE ' jR HANDLER CROSS —OVER P.O. Box ORI EEO 9101 YAIFAV t ARE RRDNaD TO l a SAFETY HARBOR, FLORIDA }4695 RFfPDIi FOR 9'EOnC R/IPD4S AID DISf N PHONE (813) 726-1138 n" CIMMEAL AND 9Eav IF= DDDRL ORANNG NUY80t SU—AC—.0100 V•I BOTTOM BOARD P-TRAP ACCESS PANELS r------ I 'I I I I I I HOLE I I � I I I I I L— — — — — - - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P-TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P—TRAP ACCESS PANELS WILL BE BELOW P—TRAP AREA IN FLOOR. 2. P—TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑ ❑❑ O�I❑❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THEM �EaRanas AID DUWx6s ARE ORIGINAL. PROPRIETARY. AND OGNFIDENOAL YANUFACTOdHG MA SVOI uOFDJACO ARE PROVINCE) TO THE INC.UALS OF MATERIALS ARE REOPOIT FOR SPEam PURPM AND NUST 6E KEPT GeiD010AL AND SECRET RKELI Ill & DRANK BY: D.M.T. DATE 10-31-01 NLV. ILIIW D LJ\ 10-08-08 ( ) DRAWNG TITLE BOTTOM BOARD P-TRAP ACCESS DRAWNG NUMBER: SU-15-0010 54 4' lh 'r 7-' ; �Aa' (t� �x Hone ^o.-a,nCGon .. .. i_t,. _.. .. A.Irds Jacobsen Homes Load at Frame (each 1-11eam Incatlan), Perimeter (sidewall area), and Mating Line for Namea Requiring Perimeter Supports, (In Poundal - ALL WINOZONES, ALL FJCPOSLIRES, AND ALL FLOOR SV5TEM5 LIOIST SIZESI Maximum Spacing Location South Roof Load Zone (20 psf) 12 ft. Max Section Width 14 ft. Max Section Width 16 ft. Max Section Width 4 ft. Frame 1260 1460 1660 Perimeter 1202 1422 1642 Mating Line 2164 2604 30U Eft Frame 1890 2190 2490 Perimeter 1803 2133 2463 Mating Line 3246 3906 4566 8 ft. Frame 2520 Z920 33ZO Perimeter 24M 28" 3284 Mating Line 4328 5203 SON to ft. Frame 3150 3650 4150 Perimeter 8 ft. Maximum Pier Spacing along the Perimeter and Mating Line(See 8 ft. Raw) Mating Line 1. Loads on supports of a given type (frame, perimeter, mating line) can be assumed to be equal if support spacing is equal. However. If different suppart spacings are utilized then each suppart with different spacing shall be calculated. separately. 2. This table is designed for use with multi -section homes. However, if a single section home is being installed, the perimeter spacing should be used along both sidewall areas and the mating line spacing can be ignored. Alternate Perimeter Pier Placement i Perimeter not shown for clarity (do not cut out) Added support above pier nemssea Pier 1. As an alternate to placing the perimeter pier directly under the perimeter joist on the floor system, the pier may be recessed up to a maximum of ten inches (10") from the outside edge of the floor system (sidewall side ONLY) when a minimum 44 P.T. that spans a minimum of two floor joists is used on top of the recessed pier )see detail above). 2. The ten inches (10") maximum set back is measured from the outer edge of the floor system to the vertical face of the pier. 3. Th is deta it may be a pplied to ALL floor systems a ad ALL floor wi dth s, ALL Joist types and ALL Joist spacing in ALL windzones and exposures. 4. Also refer to SU-01-0005, SU-01-0005.1, and SU-01-0005.2 5. Refer to other details for pie r and pad sizing requirements. 6. This detail may be applied to EXTERIOR WALL APPLICATI O NS ONLY. No. PE10505134 9 STATE OF / LU •..of G �� v "'�Y14bU(tiONIA �O��s"\CT 1 3 SU-01-0001.2 Ir! ti „earl Jacobsen Homes Footing Capacities 8 in. x 16 in. (single sOMl pier 16 in. x 16 In. (double stack) pier Soil Bearin8 .Minimum Minimum Umeinforced Umeinfmad Capacitity Fasting Site (inJ Footing Area 2) Maximum Floating cast in -place Maximum -.on ast4n-place Ipsq Capacity Qba,) minimum Capacity (lbs.) minimum thickness lln.l tMckness (in.) is x16 256 1,600 6 1,600 6 20.20 400 2,600 6 2... 6 d24a24 S76 3,300 6 3,700 6 O 30a 30 900 z,600 8 S,8o0 6 '1 36.36 1,296 7,9W 10 Stupid 8 42a42 1,764 10,700 wes I 10 10,700 10 48a48 2,304 I3,W0 now A 12 0d6W 10 is 16 256 2,500 6 2,50l 6 20.20 40a 4,000 6 4,000 6 ew d 24.24 576 5,600 8 5,700 fi 30 x3o 900 8,5W to keep 8 � 36.36 1.296 12p00 30 1E,600 8 42 x42 L764 16300 roor 1 12 16,800 10 48a4g 2,304 21]W sure 1 14 21,600 a 16 a 16 256 3,400 6 31400 6 20x20 `,CO 5,300 6 SACO 6 4 O 24a 24 A76 74600 8 ]]W 6 � O 30.30 900 11,7W • 10 1190o a N 36x35 14296 16,700 15 16,9M xxxxv. 10 42.42 1,764 21,700 a8 22,700 wen. a 16x16 256 4,3. 6 grand 6 n atx20 400 fisted 5 6,700 6 O 24x24 516 9.ti 8 9,?N 6 N 30a30 9o0 14,800 m. . 10 t5,eo0 8 36.36 1,296 20,700 1. . 12 21,400 se. 10 16x 16 256 512W 6 5,200 6 •i•� a 20a20 400 8,v00 8 Stop 6 o are 7CD 24a24 sli u.zao news 1 td 11700 6 � 3ex3a 900 n,ero swe ]a 1&ado g 36.36 11296 25,401) a 14 251900 are. to w 16x 16 256 7,000 6 7,000 6 �r �• •� 20x20 . 400 30,800 mus. a 10,900 6 24x24 5]6 "Cal r' 10 151600 8 ago 900 23,300 l2 24,200 10 1, the loom, sides shown are for square pads and are based On the Area (in 2), sheer and bending required for the loads shown. Other :Onfigurmi am, such as rectangular or circular mnfigucatam, can be used, provided the area and depth is equal or greater than the area and depth of the square factor, sM1own er the table, and the distance from the edge of the pier to the edge a the fooling Is not less than the Income. of the foaling. 2, Vie 6ln. castireplace values on be used for 4 in.umemforced precast concrete footings. 3. the capanty values listed have been reduced by the deadeved of the concrete posting. 4, Concrete block piers must not exceed their design. opacity of 0Oln gasfor in.x 16 in, single stack block and 16,000 lbs. for l6 in. a 16 a. dcub:e stack block. 5. Aregistered professional engineer or registered architect stall prepare the desiggif the load exceeds the caparder!or single or double stack concrete block piers shown In footnote 4, 6 On the frame(1-beam) asingle slack Place art Per exceed 36'high (seeimmune 4 far me..mmn npauty) and a double stall black with interlocked blocks shall not exceed 67' high (see footnote 4 for maximum npacty). When installed along the perimeter ar the 'ruldie ing line a single stack block pier she I not exceed Win heght (see footnote 4 for mmimem opooil,). Any Aers chat exceed the notes speci0ed it this footnote shall be doslgned by a registered professional engineer or registered arcnited 7 Poured haters pla¢)ar precast concretefoolings are appropriate for all soil types. ABS plastic foonngs(padsl shall only te used In accordance with the pad manufacturer's mstmccom and must be certl0ed for use in the soil classification at the site, listed end Tabled for therecuired load apathy. SITE INSTALLED CLOTHES DRYER VENTING DUE TO THE POSSIBILY OF DAMAGE THAT MAY OCCUR DURING TRANSIT, WHICH WILL .CREATE A SAFETY HAZARD, VENT PIPING IS TO BE INSTALLED ON SITE, THIS INCLUDES INSTALLED DRYERS. NOTES: (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE DRYER VENT PIPE ON SITE �°A*9Y. °AM Kill. `F° JACOBSEN HOMES �1O5� M.T. 10-18-07 IROK. HOMEY.. AID 07iDRAYMNO P.O. BOX 36B 11AIDeAla OF ACUM YAlA6A•CLOTHES DRYER VENTING F1G Sol MA78MLS ARE FRCk®IDS SAFETY HARBOR, FLORDA 34695 MUR rot RM RFsass AD I M ORAN919 HLV3R SU-15-0004 PHONE (727) 726-1136 OW CUUM AND SWU 1101 OODS 4 SU-01-0001.3 53 DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUSTCBE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: ..ESPEURCATONSAND RRAWNCSARE UK.. oc S.A. mc. 6-6-94 �•. -� •�•- ❑❑■❑ MIANAI, PROPRIETARY, AND CONDOMBL DRAMING TITLE: ❑„❑ P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATEItl ME PROMEO TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FOR SP REOPRM EOEE PURPDYS AND MST K KEPT COlbRENRAL MO SEMT FROM ODFRS DRAWNG NUMBER: SU-15—DOD2 52 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE - 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0n. 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADYSETHEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVEIJNG MAY NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NOTICE: mm SPECff1C mms AND DRAYMOS ARE DUN BY: O.A. DATE 06-06-94 REV. IETM DRAMING TITLE MOBILE HOME SET—UP 2 o,i❑BOR,A70UI ORMUI, PROPRIETARY. AND COMNEN9AL OF JACOBSEN MANUFACT"G P.O. BOX 368 N_ WON MAIDWS ARE PROMM TO DRAN4lG NUMBER: SU-01-0002 ❑❑❑❑ SAFETYPHONE 70RID FLORIDA138 wT EFOR �� AM MT ANDRN H (09-3D-08 ) S SEE NOTE #6 SEE NOTE #77 4 2 1 5 5 3 SEE NOTE #2 NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) 7 SEE NOTE j/6 SEE NOTE #7 4 2 1 5 5 3 SEE NOTE #2 r SEE NOTE #4 - NOTE #1 -NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑.❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. SAFETY HARBORR,, FLORIDAI 34695 PHONE (727) 726-1136 NOT❑❑❑❑ WESE SPEancAFmS1AND DRAWNGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENRAL MATERIALS OF JACOBSEN MANUFACTURINGBLOCKING INC. SUCH MATERIALS ARE PRONDED TO THE REOPRNT FOR SPECIFIC PURPOSES AND MUST BE KEPT CDAN'IDENBAL AND SECRET FROM OTHER& DRAWN BY: 5 A -[DATE 6-6-94 REV. LETTER: DRAWNG TITLE: DRAWNG NUMBER: SU-01-0003 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. TYP. WATER HEATER �-PRESSURE AND TEMPERATURE IY/ RELIEF LINE I II WATER HEATER PAN II II FACTORY INSTALLED II DRAIN THROUGH FLOOR�� II AND BOTTOM BOARD 41 TYP FLOOR SYSTEM II II I DRAIN TO EXTEND PAST THE EXTERIOR WALL II II LINE AND BE LEFT EXPOSED II I I �TYP. -I-BEAM AND VISIBLE FOR INSPECTION. (SEE DETAIL 'A') SITE INSTALLED DRAIN y' u PIPE AND ELBOW PIPE TO BE SUPPORTED (1/4' PER FOOT MIN. SLOPE) 4'-0' O.C. MAX. SCREEN FACTORY INSTAIIED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑:❑❑ ❑„❑TERIALS JACOBSEN HOMES P.O. BOX NOTICE TNESE9'EaFUMONSAND CRANBGSAfB OMGNAL. PROPRIETARY. AM mRFmE1nAE OF JACOBSEN MANUFRic INa SUM MATERIALS ARE PROVIDED TO THE DRAWN BY: M.T. DATE: 03-08-07 REV. IETiEIt DRAWNG nnE W/H PAN DRAIN ❑❑❑❑ FLORIDAO SAFETY HARBOR, FORID34696 REMENT Fat 9S17p PappgS Alp MIST E DRAWNG NUMBER PHONE (727) 726-1138 OT CMFIDEKRN. AND SECRET RM OHM SU-15-0003 6 51 ELECTRIC CLOTHES DRYER VENTING IMPORTANT — BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE —DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION. TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2, CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. !STALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ ❑❑■❑ ❑,.❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND ORAWNCS ARE ORIGINAL, PROPRIETARY. AND CONnOENIIAL MATERIALJACOBSEN S OF MANUFACT INC. SUCH MATERIALS AREE FRONDED TOO THE THE RECIPIENT MR SPECHC PURPOSES AND IAISL BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: R.R. DATE: 01-21-00 REV. LET ER: / DRAWING TITLE: ELECT. CLOTHES DRYER VENTING DRAWING NUMBER: SU-15-0001 50 po SEE NOTE #7 SEE NOTE #6 2 1 3 I NOTE #5 SEE NOTE 3 SEE NOTE #2 r SEE NOTE #4 NOTE #5 �' NOTE #1 I SEE NOTE 3 1 5 5 3 4 2 NOTEE #6 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1—MAIN FRAME I —BEAMS #2—LOCATE PIERS UNDER FRAME I —BEAMS #3—LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48' AND LARGER. (I.E.—RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4—LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE DETAIL 'B', SU-01-0010. #5—AXLE ASSEMBLY CENTER LINE #6—SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010. #7 OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑❑❑ JACOBSEN HOMES NOTICE: MESESPEPFICATIONSAND URAWNGSME DRAWN BY: S.A. DATE: 6-6-94 REV.LETTER: DRAWNG TITLE: TRIPLE WIDE BLOCKING ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CDNFlDENIIAL MATERIALS OF JACOBSEN MANUFACTURING WC SUCH MATERIALS ARE PRONDED TD THE ORAVANG NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPENT FOR SPEOEIC PURPOSES AND MST BE KEPT CPMDENnAL AND SECRET FROM OTHERS.SU—OI-0004 ADD'L REQ'O PERIMETER BLOCKING - ALL FLOOR WIDTHS SIMON RLOOUNG IS IN ADDITION TO OTMM E DOUNG REO ARED IN THIS MANUAL . ALL RD= WISIIIS ANO MM IM I I TYP. ON SWIEWALL OR MARRIAEE WALL HOST BEAM NOTE F 1E1Dt RUNG REQMED AT 43' O.C. MAX REFER 10 SU-0I-0008 ANY SIZE FAR ANEVOR GROWER AT RIDEWALL OR MARRIAGE WALL LIADER EAM SIDE OF ALL EXTERIOR COMB LOCATEO ON SISETMALLS m 2 OR NOE 461/Y MOM PSIS REDUCED] AT EAOI END AND EE7IYEEIY EAOI OPENING f� REM AREAS RENRE FERS SPACED 64' O.C. MAX (18' OR LESS IN DOM) EACH ENO OF RE[331 E AREAS REST AREAS WM BAY REQIWE PIERS SPACED 6C 0.C. MAX. THIS AUM APPLIES TO ALL E MWALL RAY MINIMUM LHMIHE SIATORTED BY A FRAME MRHBHt SAROERI TUB AT SIOEWALL OR MARRIAGE WALL CADMIUM ALIGNS 9MEWALL OR MARRIAGE WALL (APP0 TO BADE CABINETS W OR WIN N LENGTH) (SAME BUMNG MAY BE USED FM MULBPLE 461/Y MNDOWS) j • • SPECIAL BLOCI(INfi NOTE FOR TS•-i' 0649 WIDE 2A® FLOOR SELT10N5 ONLY) I PE141ETER BLOOONG IS REAMED (MAR TALE NM ZEWAILS) 9117 ON RIMIER MAX SPAMG DAPIA APPROVAL: WE OU FILM SYSIEY FIRST (SRXWNL TO SnM OR MMA(E NIL) BIM N 74M PFABEIER BILM - o Z�l=a RMCEN: > ggvISE 1. FOR TIEAMCORIll REMIEDASKKUCEDAMUSE H %1CFIRPADSIR Aj 2.LOCATE ROOOPEN UNDER M ,DST ORWIIN C OF I E IND OF 29 WM LOCARD AT IC M MAXIMUM.O O 3 CO1M7 Pea AIL H ADOPT MANY DOER FOOTLED PUS ALONG MAIM 1W OC MAR 20 2014 4. PERMIEER 9OOTIO a REM Oml TLE RIM w MUE a SEEHYIS) 5' as MAX. CL s FEES USM FOR TUKRR ■DI WORT = BE JMQEO THE LONG lE M PARR L& TO RE FfP1EIOt M Q Peded MAmLRUIa1 v IL ND PERLEER HOOWO IS RMI ANY MI LINE CM SPAR PREA>� THAN 10'.MIST HAVE RIETJJEW,E Pea M Sddy W°A FLW AT MAX IB aC IM2K IK THE FIRS SIX SPM NOTE • •. I= ID 51J-OI.ODDS.I AND 9A-01-0OQL2 FOR 2E FLOOR MMS JACOBSEN HOMES DEM 9OCIFIut AM WWO AM DRAWN By;DATE O.A. 4-12-00 REV' LEM P.O. BOX 36B ORvAAI POFJMUMIS A� mlELwnu YAlOdAS RO REI ISM ANDCOM CD MAL pTA1VTG tm> ADDITIONAL BLOCKING SAFETY HARBOR. FLORIDA 31695 INC. SUM MA19M AM PAOMFT110 THE Fill FIX IRDC RIPMES RO MIST EE DRAIMG NIANEM PHONE (813) 726-1138 WT O DONO I. AO SOVIET FROM ORR& SU-01-0005 (03-19-14) MOBILE HOME SET-UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK-UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD PRESSURE DETAILS CONNECTIONS SPLICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION (FOR LOW FROM END OF DUCT EXPOSING CORE. B) SLIP CORE OVER FITTING AT LEAST B) FROM ENO OF DUCTS EXPOSING CORE. INSERT ONE CORE INTO THE OTHER PRESSURE NOT TO EXCEED 2 IN. W.G.) o 0 1 1/2 INCHES. C) APPLY DUCT TAPE, AROUND CORE AND FITTING NTH AN EQUAL TAPE WIDTH ON C) ABOUT THREE INCHES, APPLY DUCT TAPE. AROUND OUTSIDE OF CORE EDGE WITH EQUAL WIDTH ON CONNECTING EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE. AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE .WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY METAL CLAMP (FOR LOW TO BandOE A) SLIP DUCT OVER FITTING AT LEAST THREE INCHES. B) PLACE CLAMP** AROUND DUCT AT FITTING AND TIGHTEN WITH APPROPRIATE A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' BUTTING TWO DUCTS TOGETHER ON A STANDARD SHEET METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED 4 IN. W.G.) HAS BEEN COMPRESSED AND CLAMPING PRESSURE IS ASSURED. SEE PRESURE LIMITATIONS FOR PLASTIC CLAMPS.. MIN. C) CHECK CONNECTION BY PULLING ON DUCT WITH A FORCE OF AT LEAST 25 LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A SIX !!!!'!''��� FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE NOT TO EXCEED p 1 1/2 INCHES. C) APPLY DUCT TAPE. AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE LIMITATIONS FOR CONNECTING EACH. D) PLACE CLAMP.* AROUND TAPE AND PLASTIC CLAMPS.. CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH _7 HOLE, AND FOLD UP WITH TABS. . DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK g92T, ARNO #C520, POLYKEN #222. OR NASHUA #357, •• PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCA➢DNS AND ORA'MNGG ARE DRAWN S.A. OAS: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MMUFACNRINC INC. SUCH MATERIALS ARE PROMED TO THE REUPBNT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONP IIAL AND SECRET FROM OIHFRS DRA9NG TITLE: MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: 9l1-13-0010 49 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTTNG(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER -Y FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEaRCA1Ia1SM:DRAMWCSARE ORIGINAL PROPRIETARY, AND CDWIDENRAL TO NG unNNn Nr. O.A. DN,c 06-06-94 �.. LL,�•. / l A DRAWNG TITLE: ❑,.❑ P.O. BOX 368 ISUCH OF JACOBSAREFH YOVIDED THEHG INC,ID SHOT uOF IAOC SEN MANUFA TO DOUBLE WIDE A.C. CONNECTIONS DRAWNG NUMBER: ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 WNST FOR S ECHO RINSES Aim YIIST BE (09-30-OS ) PHONE (727) 726-1138 END KEPT COHRDAL AND SEM FROM OHM$U-13-DDD1 (APPLICABLE TO ALL I�PERIAL AND D�LORO COTTAGES $TH 1846 FLOOR WIDTHS -SEE FL-01-0009.2) ON SITE PERIMETER � 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. BLOCKING O.C. SPACING Ilaw PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/A(ATELINE }BALL 48 /24" 64"/40 64"/48" MAX LOAD INCLUDING PIER AND FOOTER 17726678 2950y ®tea% 0�'�� G E Al :e No 454�1 40p1Q: /OAI ALL 117 020NES I ALL EXPOSURES 20 PSF ROOF C-FL- 89.01 - 89.03 APPROVED BY ay 07,2009 N Atm. FEDERAL WIUFACDRFO HOME CONST CTIONAND SAFETY STANDARDS BY: DATE. mv, LETIM JACOB9EN HOME$ QED= DU% � M.T. 03-02-09 FAIA,ILE�AR6COAtEEAIR I DPA qD RTM _ P,o, Box 366 TERI.m,yA,w.... 4 A4. Drt ADD. PER. BLOCKING REOOIREUENIS SAFETY HARSH FLORIDA 34695 R/W45 kD,A DRAWNG ERI PHONE (727) 726-1136 am WEMm SG6Tl%=MR SU-01-0005.1 9 PERIMETER BLOCKING FOR 150" [13'-4"] FLOOR WIDTHS USING 2xG FLOOR SYSTEMS (19.2" SPACING] [IMPERIALS AND DELORD COTTAGES WITH 2xG FLOOR JOISTS] PERIMETER BLOCKING IS REQUIRED (SIDEWALLS & MARRIAGE WALLS] 84" ON CENTER MAX. SPACING, USING 1Gx1G PIER PADS MIN. ON 1000 PSF SOIL. (EXCEPT AS NOTED ON SU-131-0005] (SEE SU-01-0005.1 FOR 184" FLOOR WIDTH, WITH 2xG FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS] (SEE SU-01-0005 FOR 184" FLOOR WIDTH, WITH 2xB FLOOR JOIST, PERIMETER BLOCKING REQUIREMENTS) NOTES: 1. PRE -FABRICATED PER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE FOOTINGS SPECIFIED N THE JACOBSEN HOMES SET-UP MANUAL 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS NSTALLAIION INSTRUCTIONS AND PEER THE MNIYUM PIER CAPACITIES SHORN ABOVE 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES NSTALLATION NSTRUCIIONS W 'O o MAR 19 2014 a 0- Federal N.anufazm.ci m QHume Con Lion v And Safery Standards JACOBSEN HOMES NOTICR TIE49m1uTmSAnmamAm DRANK DATE 11-18-2011 REV. LEM: ��L "�T'� '� NUFACI N1Mi YRII ORIGINAL. OF JACOBSEN D CONFCRFRIG .YOUNG DRAWING TITIE El PC P.O. BOX 388 NO. SUCH YATFAVLS ARE PRDI® TO THE PERIMETER BLOCIGNG IMP -DC SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RMENT FOR SIM RWE4.i AI0 MUST N 1DP7 COIFUDTRA. AND SiC Ef FROM ODIUM DRAWING NUMBER: SU-01-0005.2 03-19-2014 10 WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES FLOOR JOIST MAY BE NOTCHED TYPICAL FLOOR ASSEMBLY AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER UNES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1' X I' X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS NTH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES P.O. R. NOTICE: ORE4 L. PRO ETAIT AND DBONAOs ARE POFJACOBSONAND CONRDEHTAL MATERIALS OF UDBE URAWRBY: C.L.Y. UAIt: 10-23-95 REV. ET ER: n A DRAWING TITLE: WATER CROSS -OVER ❑"❑ INC MAL6 ROMED TO THE SUCH YATERIAC APE PRONYED i0 THE DRAWING NURSER: SU-11-0020 ❑❑❑❑ FLORIDA SAFETY HARBOR, F 26-11 34695 PHONE (813)726-1138 REO KEPT CIM MM MAL AN SECRETS AND YMST R KEPT LMFlLNUTAL AND SECRET FROM Y1HWS 47 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. OROP / 3" / D / 2" i O 3' ALT. VENTEDDROPw.c. / TYPICAL 0 / /\\ 2" DROP 13" -INDICATES BOTTOM OF HOME I 9 UNVENTED W.C. DROP 3- 3" TO ON SITE DRAIN CONNECTION �1 1/2" DRY VENT (SEE ALT. FOR / OPT. WET VENT CONNECTION) 1 1/2" Q 3' 3" 3' I O MINIMUM SLOPE 3• / /� 1/8" PER FT. / WITH CLEAN -OUT 1/4' PER FT. W THOUT CLEAN -OUT 2" f- INSTALL FULL SIZE 2" CLEAN -OUT IF SLOPE IS BETWEEN1/4'P RFOOTB' & USE OD IF CLEAN - TYPICAL OUT IS NOT NEEDED 3' 1 1/2 DROP Qe / / / 1 1/2- 1 1/2" FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS / / �3/4" THREADED INLET FRESH WATER INLET FOR SINGLE W1DES AND MULTI- ADES WITH PLUMBING IN ONE SECTION ONLY 3/4" DROP WATER HEA SECTION 3/4' WE AN 3/4" THREADI NOTE INLET - FlEL THE TWO EXAMPLES SHOWN ARE INSTALLED TYPICAL FOR MOST MODELS. SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WDES WITH OF BOTH OF THE EXAMPLES SHOWN, PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES 14' DROP 3/4" ELL VERS (FIELD INSTALLED) ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFlCATONS AND DRAN1NC5 ARE urcAWN BT: S.A. VAIt 6-6-94 rcty. utrc: ❑❑■❑ ❑„❑ ❑❑❑❑ PABOX B SAFETY HARB8 OR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL PROPRIETARY, AND CDNFIDENDAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATEANRIALS ARE PROMDEO TO THE RIDDRENT FOR SPECFlc PURPOSES MD MUST BE KEPT CONRDEN➢AL AND SECRET ROM OTHERS DRAWING TITLE: DRAIN SET-UP DRAWING NUMBER: SU-11-0005 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET—UP ADDENDUM o,, FOR SPECIFICS / BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. JACOBSEN HOMES „ P.O. BOX 350 SAFETY HARBOR. FLORIDA 3095 PHONE (727) 726-1138 NOTICE THESE SPEQ1CA71Qb AID DRAM16 ARE OMMAL PROPRIETARY. AND CO FIDOM MA7EIEMS OF JACO SM MANUFACTURING OG 90 MATP10Y5 ARE PR10 TE RFI7RERF FCR 94DPC RV= AM W9 RE 1aPr oatOFlnM. AID SECET FAOI onE1¢ COLUMN PIER LOCATION SEE SET—UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT h, THE MARRIAGE LINE) A M.T. I _- 05-20-06 - - B 12) PICKING (PIER) LABELS SU-01-0006 46 V. ADDITIONAL RECESSED PORCH BLOCKING (DES moo= 6 N IDORIOI 10 am= REOURFD N TIDS MANUAL) 0 61' MAX 61' VAX SEE OETAL'X-x I /SFE DELL TYP. RECESSED PORCHti mm I-ff m UNOFR Damm PER UNDER A06ED I-REANY RECESSED PORCH REWIRE FM SPA® 6f O.G M TIP. PORCH FLOM DOUBLE PORDI PERIMETER RAL TV. lE-OOMR STRAP (SE ODOR DETAILS) 16' X IC 1J01 FER PAO� pw PIERS AT PORCH MIS) AS %M 640 O.C. MAX PIER SPAaNG Ai MARK AGEWALL .. 1DTE SISTANCE BERM EDOE OF PER AND EDGE W PORCH POST YAY NOT F]ICEID DEP1H IF . FLOOR JOIST Is IT) s 1 •MAX TIP. PORCH FLOOM X FLOOR JOIST DOURE PORCR PFR11IET R RAL 2x6PTx1%11E1. PIER (rX6'XIn CROSS SECTION VIEW Al TIP. PORCH POST TIP. PORCH FT.WROIO PORCH FLOOR JOISF (212 X&PTX IrdIX LONGITUDINAL VIEW A2 DETAIL 'A' USE DETAIL Y MY BEN DAGGER 6 ON I= JOIST dRFCRY WIDER PORCH POST PER UNDER ADDED I-M� TIP. PORCH POST POROR FLOOR JOIST (2)216PTXIll' IOL EFRE O BETWEEN 2. TIP. X-COW saw I m FLOOR JOISTS (SEE OTHER DETAILS) TIP. FOR (e X r X 161 IC X 1C N0L PIER PAD CROSS SECTION VIEW 131 TIP. PORCH POST �NDTE: 06TANCE KIM EDGE OF TIP. PORCH FLOOM 51/2' IUIRL- � FIER AND EDGE OF PORCH POST PORCH FLOOR JOIST � MAY NOT EX® 51/2' (2190 PT X le 1K BEIDEF112 ' PORCH FLOOR JOISTS iYP. T&M Sw (SEE OTHER DEIA{.5) LONGITUDINAL. VIEW I32 T\T1T.TT Tf - �'TIFJ(;F Ciy NOTES: L AODDO RAIL OLD= REO ED AS 11MITD ABK (USE 1C X Ir PIER '0 i CJ •�<` % �, •T APPROVED BY _ PADS OR 1000 PSF SOL RAPACITY) 2. LOWE KDOOlO WOR PEINEIER JOIST CA MINN 51/JA Q Elm OF IC O.C. ^ p Dec 13,2006 1 PFRILILIFR Blgm IS REO1m6D UNOEII PM AT Co POST (61' Out UAL) : • I Z INC. 6. ADOIIOIAL RLDowc IaaRRm As RIOGTTm ARwEE 1ROER /FRIER a AWED H m L a� i �1 LO• A. iEDEWLL YAMFAGryRDIRYF S a SEE CIDER DETAILS FOR OW REOOAED OLII= LOCATIONS �G t• AC` q, ` t m•murnaL ARD sAFfn naorws 6. AOOED I-pJW AT POROE/TXR W KALL WY.WITR 01 9Y EAOM WUN HOUSE I-fEAIL' Ian /.t�+'� ....... JACOBSEN HOMES HOA "" nnAw+ror. 1PY. u ll[N ��A66,A,E,a„�,,,� RR 11-28-06 (1A1L11A1. ERDE6tMLY. AR6 ODliuquL AAVJO DRL' ADDITRRJ CESSEO MA71MLL5 a ZAMMM YW7ACAIAGO ml P.4 Box 368 01G 9E71 W1T9WS K F601mm m x[ PORCH 81.001:01G — SAFETY HARBOR. FLOROA 3"95 Bmw T019 AUd'aSS ANI If61 R DRAHN6 NUNBm .- PHONE (613) 726-1138 anam==w=nImo.os SU-01-0007 MOBILE HOME SET—UP SET—UP KIT PLUMBING FITTINGS FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90" ELL SYMBOL ORIENTATION / USE 90' ELL MAY BE USED IN ANY ORIENTATION ® _ff DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE ' DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET—UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP 0 = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — — — = 1 1/2" DRAIN LINE = 2" DRAIN LINE = 3" DRAIN,LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE. THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS CLUED. ❑❑❑❑ �+ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS NOTICE: ORAYANCS ARE DRAWN BY: S.A. DATE: 6-6-94 REV LETTER: DRAWING TITLE: SET-UP KIT. PL. FITTINGS ❑❑■❑ORIGINAL, ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PROPRIETARY, AND CONFlOENBAL MATERIALS OF JACOBSEN MANUFACTURING MAINCSUCH AL uOF JACO ARE PROMANUFACTURING TO THE REVPENT FOR PECTIC PURPOSES AND MUST BE KEPT CONROENPAL IND SECRET FROM OTHERS I DRAANG NUMBER: SU-11-O010 ❑❑❑❑ W PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI — WIDE UNITS SEE SU-11-0020A FOR CROSS —OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT—OFF LEVEL. ALL SHUT—OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE —MAKER SHUT—OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE / DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON —SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES xE TMccr sFETUTanassoxlcAMo oRANMrs ARE DRAMN BY: D.M.T. DATE 09-29-08 NLY. LIID: QOGIN& PROPRIETARY. AND CONBDENRAL DRAVANG TITLE: ❑„❑ P.O. Box ass MATERIALS OF JACOBSEN MAMUFACTURNG INC WCH MATERIALS ARE PRDW TO 1HE PLUMBING TEST ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ROMM FOR � RRPMES AM w BE W1 COWMENML on SEM FROM O➢ M DRANING NUMBER: SU-11-0002 John C. Doeden, P.E. 15133 County Road 12, Goshen, IN 46528 April 16, 2014 To Whom It May Concern: Subject: FBC Wind Speed conversion —Allowable Stress Design (asd) vs. Ultimate (ult) As the consulting engineer for Jacobsen Homes, Inc, it was requested by Jacobsen's engineering department that I convert wind speeds (Vasd) presented in their package for the old 2004 Florida Building Code- Residential to the 2010 FBC wind speed (Vult). Page SU-01-0008 in the Jacobsen Homes' HUD Set -Up Manual was based on the 2004 FBC-R Code that was in effect when this detail was submitted for approval and included in the Set -Up Manual. The 2004 FBC wind speed was based on wind speed=Vasd (mph). Since that time Florida has adopted the 2010 FBC which is based on wind speed= Vult (mph). The loads that are derived from Vult utilize a factor of 0.6 whereas those based on Vasd do not utilize a reduction factor. Therefore, converting loads from Vasd to Vult results in the following equivalent wind speeds: 120 mph Vasd, Exposure B = 140 mph Vult, Exposure C 140 mph Vasd, Exposure B = 164 mph Vult, Exposure C The reference standard contained in the 2010 FBC for Vult is ASCE 7-10, while the reference standard in the 2004 FBC for Vasd is ASCE 7-05 John C. Doeden, PE Z 15133 CR 22 Goshen, IN 46528 Phone: (574) 825- G101D19.1,rl. �O��F 1i 45484 b�uR �• Y; r STATE OF ,'•A�� 4 ��OR10���=mom 44 13 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE �\ HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU OF FOURTH WALL CONSTRUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 NDS01 NOTES: 1. HOST BEAM NSTALLATKW IS FOR ON-SIlE STRUCTURE ATTACHMENT- 20' WIDE MAX 00 ZONE 2 OR 12.1MPH EXP. B SAES, 16' WIDE MAX WIND ZONE 3 OR 14OMPH EXP. B SITES 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS 15 G 2450j WIND ZONE 2, 29Mj WNO ZONE 3 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. 4. 48' O.C. PERAIE)ER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE JACOBSEN HOMESmun I P.D. BOX 368 K 9 SAFETY HARBOR. RDRIDA 34695 Uvti PHONE (727) 7ZS-1138 . ATRF ALSO MEETS WINDZONE III EXPOSURE C 20 PSF ROOF 10 PSF D.L APPROVED BY POW Jan 20,200 OF RE FEDERAL UAKUFACIUD NDUE i z CONSTRUCTION AND SAFETY STANDARDS D.M.T. I 01-10-07 ATE TO HOST BEAM I — MOBILE HOME SET-UP PLUMBING CONNECTIONS - CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS. LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7"-WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BESURETHE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK—DISCONNECT".AND CONNECT. THE "QUICK —DISCONNECT' IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. JACOBSEN HOMES NOTICE TXFSESPewcA mAImORAIRmSAm WOOL PRWM7ARC Alm LOIUmDInAL HANUFADIIADIG/H7P.O. UNAINI UT: D.M.T. uAlc 3-22-95ADl i¢r. �ciiuc `MATEUAI9 BRAYING 11TIE/ AlElEl BOX 368 OF JACOBSEN I, RO MAC � PROYDED TO nc PLUMB. CON. & GAS TESTSAFETY DRAIRNG NUMBER SU-1I-0001 HARBOR, RORMA 34695 PHONE (727) 726-1138 MOPM RR 9{011C RNPOSEA ND VM E IDPE CONFMML AND EXT FROM OHM 0929-DB 14 43 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX - BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIICATIONSAND DRAMNGSARE S.A. 6-6-94 ❑❑m0 ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING LIGHT FIXTURE INSTALLATION No P.O. BOX 368 INC. SUCH MATERIALS ARE PROMOED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIRC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-D9-DD3D 42 BLOCKING FOR TEMPORARY SET SINGLE WIDE UNIT MAIN I -BEAM FLOOR SYSTEM MUST BE LEVEL HEADER AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER BLOCKING PIER MAIN I -BEAM TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I -BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS MAIN I -BEAM BLOCK EACH UNIT OF MULTI -WIDE HOME IN SAME MANNER HEADER -le AXLE MAIN I -BEAM BLOCKING PIER BLOCKING PIER MAIN I -BEAM MATE LINE MOBILE HOME SET-UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REO'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL - OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER--� LAPPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. - D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. - ❑❑❑❑ ❑❑NE] ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA726-11 .8 PHONE (727) 726-1136 NOTICE: THESE L. PROCATOIIfi AND DCONRDS ARE MATE AL PNOPRA:TARY, AND MANUFACTURING MCLS AT IUA D E ROMDE CTO TAC INC.WC. 91CN YASPECOC ARE )SEA AND 10 TIE KEPT C FOR TAL AN vSECRET AND NUs1 HE KEPT C0ISIDENTAL AND ffOKi FROM OTNS DRAM 6Y: S.A. DA E: 6-6-94 REY. LETTER: DRANING TITLE: TYPICAL ELECTRICAL GROUND ORAINNG NUMBER: SU-09-0020 41 ELECTRICAL CROSS -OVER & TESTING PROCEDURES (_MARRIAGE LINE I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: n1F3 L PRFlGnTAR AND DRA H ARE OAIERIA. PROPRIETARY. AND NUFACTNRAI MATERIALS AT JACOBSRE YANUFACTO THE �, sla MATERIus ,� �� To � REOPENT FOR SFEYfIc PUWOSES AND MOST BE NEPT CRFmdnAL AND SECRET FROM 011mS DRANK BY: D.M.T. DATE' ' 05-25-06 REV. LETTER: N 09-29-OH ( ) DRAWING BILE ELECTRICAL CROSS -OVER DRAWING NUMBER: SU-09-0010 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" VIOE FLOOR 39" 62' 86" 110' 134" 157• 144" WIDE FLOOR 33" 53" 73" 93" 113' 133" 160" WADE FLOOR 30" 48" 66" 85' 103" 121' 184' WADE FLOOR 26" 42' 58" 74" 90" 107• MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE �7' REQUIREMENTS 4"TYP OR 8- '. TYP 30' MAX � x T (TYP) Q Q NOMINAL 16- X 16- SQUARE PRECAST 00 T CONCRETE FOOTING dam- _ EACH SIDE 4 X B X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS - (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. FIEF. CALCS. CWA- p/ at Aga1°1°lupy, NOTES: EN` •, F �, DAPU APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SRES AND •Q`� Np• Fo % APPROVED BY SPACN & 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END 34 910303 •: ON OF THE HOME AT EACH I -BEAM, AND MAXNUM SPACING SHOWN IN THE CHART �! - P ABOVE FOR FULL LENGTH OF xouE o STATE OF i = Its I� 3. SEE OTHER DETAILS FOR PER REQUIREMENTS AND MAXIMUM OPENINGS �90•., P,.•' C1�'` i, N A � I V FEDERAL MANUFACTURED HOME AT MATING LINE OF MLA.TIPIE {AIDE HOMES. 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. .• '�`cSAi' • WNSfpUCTI AROS JACOBSEN HOMES N IC THESE ]E(mICRIET AIV MIAAIT AIE NN BY: M T DATE 2 $ 99 REV. lET1ER CRANINQ 1111E: 16" x 16" PIER SPACING P.O. BOX J68 DATEPIA POFJA CBS Alm OIXfmF1NRAL YA1FDtlALS K JACTXISFR YANUFACIMPWC ec SIN MAmans ARE iRNM TO TIE D ILJI SAFETY HARBOR, FLORIDA 34695 M:CnWT FOR SUM RA&f6IS AND UST K DRAWNG NUMBER: PHONE (727) 726-1138 KEPT ColW AND 4oLL7 RmM OOas SU-01-0020 40 17 ALTERNATE MAIN BEAM PIERS (6° x 6 x 16• ITDL�y tdpETE Y aoo� 0to I�tGR 6a RRDIr ITEa�lm) VAn* �aa . wy RIEFISTAI(ILAA01011 x at x 16° MLO* D*mTE am 6 SH* FIVE Ckm wm (SEE 111111 is) I C.°D®FQ ®`" x OT"16�� y e,ncs SINGLE STACK BLOCK PIER ;oc EAlse-ecc,Vo� t�ggt No 45484 ,m >iD00 4AK laGIPAOIY�po�E n toll iTAYE C F • + :�11 �� ,tea . 4 O R 1 Q.• r\�om RER CW�ED9B tinCONr1iiE RESSIRE TREATED L0001 (SEE ! ) Ri x e 1160 BDED YASOIjt1' ROW im DAk MLS YERRCAL DOUBLE STACK BLOCK PIER 14000In CAPACITY (SEE I(OTE 0 A /!) oq*m arms in IOP TO TNF 60lq orx PER 06r 0T EMEDD f/f. x 6 x 1r KO COCEM &006 ATE 91* II0B�TIAL OF915 DO DE TOP TO THE BOTTW �OF THE PEA 0 01 Ex® 1l1. FLOOR WIDTH MAX. MAXIMUM I —BEAM PIER SPACING (CONTROLLED BY PER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144 *DE FLOOR 2428 LBS. 3488 LBS. 450 LBS. 5608 LBS 160° *IDE FLOOR 2661 LBS 383E LBS. 5014 LBS, 6191 LBS. 18e WDE FLOOR 2961 LBS 4288 LBS. 5615 LBS. 6941 LBS. PER LOA05 RTOLUUL WEHL I OF PIER UP TO 2500 — AW UIIELNLNILL WWII PILR TTEAg1H H] 4lttAILN. NOTEt UNIT *I1114S INCLUDES A 6. OyFRHANO Ok BOTH SIDES VAIIIIII 1%. R6. CALM (CHECK PIER PAD LOAD CAPACJ71ES BASED ON SOL BEAR14G PSF) PSF m • "*r 1. KSU-0I-CM FOR PER SPAO F *iEN 16° x 16° PER PAM (lET7 U51(0 Id x 1d APPROVED BY PER PADS OTHER THAN L> IE IME I Y BE LISTED ft CERNip,70 a� OR BE EDUAL N k PEA CAPAOTY Revised Z"USNG PIER PADS THEY OUST BE LISTED @ COMO TO DUOED OR EO-W U&'1(k PER CAPACTY, oct17 , 2006 START I -BE PIER SPA00 2e Fi� DE EACH OP OF AT EACH I-OANO V�Afo W MAIM. SPAOkG SITET AI BE CHAT ABDyE FOR FIEL tEkGM O EEDEM AaruE. AED Honeco°six OH u D WEN WMMHD 4. ATTY PIER x80T1ES AM 6Y )Liar BE DMG) D BY A P.E OR ARO TECL 4 �COSSWSI BE aqc LENGTH " #DTR AS THE HERS ON #EOI THEY REST. 6 DEWPLATES+ 4D Ad�(G 1HA I f 1t OR 2 OR 4 1(OH k*k sO1D �TE H iM VAY JAdOBSEN HOMED msEm Nan aD" Aa DAfj Bt CIAI, Dm 2-8-99 REV. LETTER: P.O. BOX 368 'I n"E' ALT. MAIN BEAM PIERS B sAFEPH 7�D134695 38 z Ir �� (�Ix T>R G ETA SU-01-OD21 (10-08-011) MOBILE HOME SET—UP/ELECTRICAL ELECTRICAL CONNECTIONS BEDMEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD. BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE - FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. NOTE: SEE BELOW FOR SERVICE CONDUCTOR SIZES GROUND (GREEN OR BARE) WIRE TO GROUND BAR HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS MINIMUM CONDUIT SIZES:- CONDUIT DROP FROM HOME - EXTEND 1 1/2" MINIMUM - 150 AMP TO BELOW GROUND LEVEL OR SEE 2" MINIMUM - 200 AMP LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS —OVER CONNECTIONS CROSS —OVER INFORMATION APPLIES TO MULTI —SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER I HOT 1 NEUTRAL GROUND ISO I 2 N0. 1 NO. 1 NO. 6 200 2 NO. 2 0 1 NO. 2 0 NO. 6. NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP ❑❑❑❑ JACOBSEN HOMES 11USE SPE1x1.NOB as Hm" u� NAND BY: B.C.K. DAIS 03-30-12 REV. IEi ER ❑❑PoONAI. ❑❑ P.O. BOX PANPREfARY. FAD N FACT 71"i RA1DDuc R"M'v DRATRNG 1111E SET-UPALECTRICAL D IL \I ❑❑❑❑ SAFETY HARBOR, F FLORIDAORI 34695 AT U AM M TIC REO 91CX R VM KI Prt0TAE0 1D 11E RVE1R HEA M Hangs NO I01 ff Jl DRAWNG NUYBLR: 26- PHONE (813) 726-1136 M MPT CMDENiRI AO SFCiEf FRW O71ElS _ SU_09_0001 78 39 TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING NrvR°° sA-2o-sa DRAWING RTLE: TIE —DOWN STRAPS ❑„❑ P.O. BOX 366 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SD-07-0002 ❑❑❑❑ SAFETY HARBOR. FLORIDA 34695 REOPIENT FOR SPE09C PURPOSES MID MUST BE KEPT CONFIDENTIAL AND SECRET MOM OTHERS PHONE (727) 726-1138 38 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 1B'; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS ANDDRAMINGSARE VIINRIY VI: B.E.M. VN IC: 2-11-99 RCY. LLI ILR: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL. PROPRIETARY, AND CONFDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFDENTML AND EMU FROM OTHERS DRAWING TITLE: MIN. HOME SET HEIGHT DRAWING NUMBER: SU-01-0022 19 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 39" 62 112" 86 1/2" 110" SEE NOTE q4 SEE NOTE p4 144' WIDE FLOOR. 33' 53" 73 1/2'' 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR- 30" 48 112" 66 1/2" 85' 103" SEE NOTE p4 184" WICE FLOOR- 26 1/2 42 1/2" 58 1/2' 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS -3556 LBS 4444 LBS 5333 LBS 6222 LBS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 54 1/2' 86" 117 1/2' SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" 73' 100" SEE NOTE q4 SEE NOTE g4 SEE NOTE #4 160" WIDE FLOOR-- 42" 66 1/2' 90 1/2 115" SEE NOTE p4 SEE NOTE y4 184" WIDE FLOOR. 37" 58 1/2" � 79. 1/2" 101" SEE NOTE g4 SEE NOTE p4 MIN. PIER CAPACITY 2377 LBS, 3565 LBS. 4753 LBS. 5942 LBS, 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH .. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO ME CONCRETE ENGINEER APPROVAL: .'`. DAPIA APPROVAL: /SE£ CM IC S. /l C- TY- 1 AI'' Gi FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. .; 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE - • e.`. tel:.:Nw APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM y1E 7 ^°"`71 PIER CAPACITIES SHOWN ABOVE..': 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 4C' / a A7". OCT 1 I ="—'�" HOMES INSTALLATION INSTRUCTIONS. MAX. PIER SPACING 8' FOR 10' FOR UNITS WITH 10" ' INC. 4. UNITS WITH B' I -BEAMS / OR 12" I -BEAMS (24' MAX. FROM ENDS). FEDERAL MANUFACTURED HOME CONSTRI TI N AND SAFETY STANDARDS JACOBSEN HOMES NOTICE: CIR THESESPECAOOHSANDDRAWN0ME DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: EI o P.O. BOX 368 DMQRAL, PROPMETARY, ,— COIbIDE-4 MATERIALS OF JACOBSEN MANUFACTURING M. Sju MAMMALS ARE PROYDED TO THE - DRAWING PRE: PRE-FAB. 16' 8 18 1/2" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 725-1138 RECNENT FM SPEOI C PmmOgS ANO YAT BE KEPT CONnDEHnAL MO SECRET MOY OTHERS DRAWING NUMBER: SU-01-0023 MOBILE HOME SET-UP 71FDOWNS THERE ARE TWO TYPES OF WAND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WAND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT— (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EQUIPMENT— (WEATHERIZATION) ANCHORING EOUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL ON NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, EE ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC —COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE —DOWN STRAPS SHALL BE TYPE 1. FINISH B, GRADE 1 STEEL STRAPPING, 1, 3/4 INCHES WIDE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT -STEEL, AND SEALS. ANCHORING NOTE - THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE' THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS, AUGER —TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LISTED FOR USE VERTICALLY AT THE CAPACITY REQUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY O JUL1i� N INC. CAUTION: DO NOT PRETENSION TIE —DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. 37 6-6-94 SU-07-0001 20 MOBILE HOME SET—UP SHUTTER INSTALLATION: SHUTT RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A" O��OJACOBSEN HOMES ❑,.❑ P.O. BOX FLORIDA368 ❑❑❑❑ SAFEPHONE TY R(72 7)726-113B4695 C O C-� C - - C - NOTICE: THESE SPEORCAT10NS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN NANUFAC➢IRING INC. SUCH MATERIALS ARE PRONDED TO THE REOPIINT FOR SPEODC PURPOSES ANO WST BE KEPT CONFIDEN➢AL AND SECRET ROM OMERS. DETAIL "B" S.A. I 6-0-94 SHUTTER INSTALLATION SU-05-0034 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 0 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 63 1/2' 100 1/2" SEE NOTE #4 SEE NOTE #4 _NOTE g4 SEE NOTE #4 144" WIDE FLOOR-- 54" 85" 116 1/2" SEE NOTE X4 NOTE y4 !SEE SEE NOTE N4 160" WIDE FLOOR-- 49" 77 1/2" 105 1/2" SEE NOTE #4 NOTE g4 SEE NOTE #4 184" WIDE FLOOR-- 43" 68' 93" 117 1/2' SEE NOTE k4 SEE NOTE p4 MIN. PIER CAPACITY 2747 LBS 4121 LBS 5495 LBS 6868 LBS 8242 7LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 64 1/2" 101 1/2' SEE NOTE #4 SEE NOTE p4 SEE NOTE g4 SEE NOTE #4 144" WIDE FLOOR-- 54 1/2" 86" 117 1/2 SEE NOTE q4 SEE NOTE p4 SEE NOTE k4 160" WIDE FLOOR-- 49 1/2" 78 1/2" 107" SEE NOTE p4 SEE NOTE q4 SEE NOTE #4 184" WIDE FLOOR-- 43 1/2" 69" 94" 119' SEE NOTE p4 SEE NOTE N4 MIN. PIER CAPACITY2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LEIS. 9722 185. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 1R /O c EN APPRL 1ei Ay NOTES: r`` ,:....... Ej My'h,� DAPIA APPROVAL: Cgtc. PG, I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO IHE CONCRETE (��,.' GVSTE/jF •. i �` CSGE I C- rY ' FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �1 o. O • •S; 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a '•Q� = 91033G APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �_ PIER CAPACITIES SHOWN ABOVE. Z¢¢ 3. ALL OTHER REGUREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN g AC, P T� rl� • 0 QC7 1_�• HOMES INSTALLATION INSTRUCTIONS. •, _ WITH 10' OR �� ' •a� �: I I �1 C. 4. MAX. PIER SPACING 8' FOR UNITS "IN IFI-BEAMS / 10' FOR UNITS ., INC. 12"I-BEAMS (24" MAX FROM ENDS). , EDERAL MANUFACSUREDHONIE JACOBSEN HOMES NOTICE: FFtF THESESPECmCATIONSAND DRAWNGSARE v9 D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-fAB. 18' % 22' & 20' PIER PAD SPACING P.O. BOX 368 ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACNRWG INC. SUN MATERIALS ARE PROMMIG TO THE DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 PHONE (513) 726-1138 RECIPIENT FOR SPECIFIC FIRMS AND MUST DE KEPT COxfIDPITML AND SECRET FROM OTHERS. 21 1 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. '432 7 8 SO.IN) MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 70 1/2' 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE 14 SEE NOTE q4 144" WIDE FLOOR-- 59 1/2" 93 1/2" SEE NOTE g4 SEE NOTE #4 SEE NOTE p4 SEE NOTE Q4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE q4 SEE NOTE q4 SEE NOTE y4 184" WIDE FLOOR-- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LEIS. 6009 LBS. 7511 LBS. 9013 LBS. 10.516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SO.IN) MAXIMUM I —BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF)` 120" WOE FLOOR-- 95 1/2" SEE NOTE N4 SEE NOTE (J4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 61' SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 SEE NOTE #4 SEE NOTE $4 160' WIDE FLOOR.- 74" 115" SEE NOTE g4 SEE NOTE #4 SEE NOTE #4 SEE NOTE q4 184" WIDE FLOOR-- 65" 101" SEE NOTE ®4 SEE NOTE y4 SEE NOTE q4 SEE NOTE g4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12.000 LBS. 14.000 LBS. NOTE: UNIT WIDTHS WITH •. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN P OV I. PRE -FABRICATED PIER PADS DAY BE USED AS AN ALTERNATE TO THE CONCRETE �VQ.•'G�`'T�•!'''•.� - cT No. 7 '• L DAPIA APPROVAL: 5 g� crr&45. P(s- 0'6 f00TINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ;•¢�' -rY- f4.p3` l 41 2, THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 9103:94 = .: �' PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM �•�m = PIER CAPACITIES SHOWN ABOVE. T• 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN A •. STATE �� •''�' OtvT 1 1 HOMES INSTALLATION INSTRUCTIONS. •• >`�'' 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS VATH 10' OR��� `.i• �,�' I INC• n'• 12' I -BEAMS (24" MAX. FROM ENDS). Y) EDERAL MANUFACTURED HOME NOTICE: DRAWN BY: 00001 JACOBSEN HOMES THESE SPEOOCATIONS AND DRAWNGS ARE D.M.T. ATE: REV. LETTER: 09-22-01 DRAWING RILE: � ERICINtA PROPRIETARY, ANO MANUFACTURING P.O. BOX IND vla D 10 THE PRE -FAN. 17 X 25 & 24" PIER PAD SPACING N1 SVENR OF JACRIALS AEN ROMDE CtURTHE ARE FLORIDA SKIN OSES AND SAFETY HARBOR. 26-11 34695 RELATNT FOa LAN SEMETS AND IO RF DRAWING NUMBER: PHONE (813) 726-1138 KEPI CONOODIN.I AND AO1Ei fAOY ORtAi c SD-01-002` 00 0 - C3• J m Z o Q° ccY IL zH .ts z a 22 35 i 34 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 S9.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE F100R•• 113 I/2' SEE NOTE q4 SEE NOTE Q4 SEE NOTE p4 SEE NOTE #4 SEE NOTE q4 144" WIDE FLOOR-- 96 1/2' SEE NOTE y4 SEE NOTE y4 SEE NOTE q4 SEE NOTE @4 SEE NOTE ya . 160" WIDE F100R•• 87 I/2' SEE NOTE ry4 SEE NOTE p4 SEE NOTE p4 SEE NOTE y4 SEE NOTE //4 184' WIDE FLOOR-- 77' 119 1/2' SEE NOTE y4 SEE NOTE y4 SEE NOTE g4 SEE NOTE p4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 ON TES• EN OV'L • � '�. ��` Q'.•' \�TF. � {• � OAPA APPROVAL: ` $ELF CALF• �6� I, PRE —FABRICATED PIER PADS NAY BE USED AS AN ALTERNATE TO THE CONCRETE �{ Fv `• f0011NC5 SPECIFIED IN THE JACOBSEN HOMES SET—UP MANUAL. Na, c- r y- 1 rI , p 9 2. THE PRE —FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 '' ' MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM APPROVED BY PIER CAPACITIES SHOWN ABOVE. }. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .p •, $TAT OCT I HONES WSTALlATION INSTRUCRONS. i•�0�;, � _ g';.';1`' 17" X 22" PIER FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' MADE FLOOR** 58° 89' 120'*a 126'* 120"n 120'n 144' WIDE FLOOR** 50' 76' 103'*** 120'*** 12D'u* 120°*** 160' WIDE FLOOR** 45' 69 1/2- 94' 118'*** 120'N 120'*A* 184' WIDE FLOOR** 40° 61' 83' 104!* 120'a* 120'*** MIN. PIER CAPACITY 2597 LETS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS NOTE UNIT MOTHS WITH a INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY DE ROWI D) TOM PIER FRAME i-41EAM ORIENTATION OF BLACK PLACED ,SYMETRICALLY ON PIER PAD REF. CALC. PG. ae®a0®�e� m0 �,,c n; pro, C-SU-19.01 o G• s NOTES: e d DARA APPROVAL 1. PRE -FABRICATED PIERS MAY BE USED AS AN ALTERNATE TO THE CCITCRE m m I SPEORIED IN THE JACOBSEN HMO SET-UP MANUAL APPROVED BY 2. THE PRE -FABRICATED PER PADS ARE TO BE NSTAUED PER THE ®Fd eST.A. (' j,= O ° MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM o m ®e��(A°a•^< `�v� Dec 04,2009 N plNc. PIER CAPAQIIES SHOWN ABOVE 3 ALL OTHER REQUIREMENTS ARE TO BE ADM TO AS SUM IN THE THE JACOBSQ7 B®s a G. v4 00 INSTALLATION INSTRUCTORS opk-A4/ONA7 �o0Q0 FI:osPU lYexurArnxMx xxes cxxmaaia*A*xsrsA"sraxmms 4. MAIL PIER SPACING 8! FOR UNITS MTH r [-BEAMS / 10' FUR UNITS 16W' ORB3BBA®060Bp0.'Le0 F1THE if F-BEANS (24C MAX FROM ENDS -USE 1%2 THE MAX PIER SPACING PIERB SPACING IS LESS THAN 48' 04 JACOBSEN HOMES PNO 13 StlG6aAm RDGS A11E RN M.T. DAIS: 11-23-09 REV LETTER: ORAIMNG TITLE: 17 X 22' PIER SPACING DRI;DIA7. PRtlRRTARY. ATD mNE11Nx jK 1TAIERA1s aF JAcrosFN MAxuFAcnAm+c P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 INC. 10 Y.ATBBNS ARE-0ROYDFD 701HE MWIF Pa 9mIC RIMSES AID MUST BE IEPTCONRDwDALAMDSFDETEAW 01MB6 I NLAVMG NUMBER: S(1-01-GG27 PHONE (813) 726-1138 24 MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I MATING LINE OF UNITS SITE INSTALLED EXTERIOR SIDING MATING LINE OF UNITS SITE INSTALLED INSII CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑„❑ JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIDNAL PROPRIETARY, AND MRDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MATERIALS ARE PROMDED TO THE REVIENT FOR SPEDBC PURPOSES AND MUST BE KEPT CONFIDENR,IL AND SECRET FROM OTHERS vKIK. or: S.A. vn lc: 6-6-94 KLY. LLI ILK: DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT ❑❑❑❑ DRAWING NUMBER: SU-05-0031 33 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFlNG AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1' ROOFING NAILS 6° O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBIUTY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4lh Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SUDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRANK BY: DATE REV. LETTER: n1Es SPEcmcAnas AND DRAWINGS ARE O.A. 06-06-94 I-1 ;O MATOFIGERIALS PROPRIETARY. SE AND MANUFACTURING DRAWING TITLE /, rLL❑ P.O. BOX 368 INC. SUCH OF J S AM MOVIDED T THE A NQ sua uASPEIAlS ATE OSES A D ro TBE EXTERIOR SIDING APPLICATION SAFETY NE HARBOR. FLORIDA 726-A 34695 KEa4NIFORIIIAL FICAN SECRET k8 MUSOTHERS. S. DRAWING NUMBER: SU-05-0030 ( ) ❑❑❑ PHONE 727 726-1138 KEPT C0IIWOIIIAL AND SEa✓ET FROM! ORIRS 09-30-08 32 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Di (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w C] 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. Cv 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 41481bs. 48681bs. 55881bs. 6308Ibs. LOAD SPANS Q4 w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' q 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in Lc 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in L`J MIN. PIER CAP. 2841 tbs. 3601 tbs. 4361 Ibs. 5121 lbs. 5881 lbs. 6641 Ibs. LOAD SPANS w SOIL BEARING CAPACITY PSF 2'-16' 16'-20' 20'-24' 24'-28' 28'-32' ca 1000 444 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq.in. 1500 gsq.in. 262 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. CO 2000 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 117 sq. in. 264 sq. in. 310 sq. in.' 356 sq. in. 402sq. in."'MIN. PIER CAP. 37751bs 45751bs 53751bs 61751bs 69751bS LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. m 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. co MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 61351bs 70551bs 7975lbs 20 PSF ROOF NOTES: OI SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOOONG AND ANCHORING OF MARRIAGE WALL O OAND 111111 �a`":r<PQ'PI0•vu$T/[l1i�c ��i��� DAPIA APPROVAL QsNEN NOT, (D UNDER TABLEj. PACE SU-01-0010. '�. O3 FOR ALL UNIT MDTHS. USE 1T7 W. HER FOOTERUNDER SIDEWALL OPENINGS. THAT G : •'GtSTEq'•.�! FO'•. APPROVED BY ARE 49 INCHES TO 96 INCHES WIDE. FOR OPENINGS 1HAT ARE 96 INCHES TO 144 INCHES, USE 242 V. PIER FOOTER UNDER SIDEWALL OPENINGS ,a Q�' NQ• � `�.:• OON (MIN. 1000 PSF SOL BEARING REO.0) - 910334 �`' (DFOR PROPER LOAD SPANS. SEE SU-03-0001. (-LOAD SPANS• ARE CEARSPANS. PIER �•� PINC. SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. A •, TATE O IF CU ARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) 05 CHECX MIN LOCAL .EIRISCCTION TO DETERMINE THE SUN. VALUE ON YOUR 90i4;• TAD ALMA UFACTU IYd1D8 SITE OR HAVE A SOIL BEARING TEST PERFWMED ON YOUR SOIL TO DETERMINE THE VALUE. ����� TIAM D0�F Y 6 i `J � MARTE1 1999 JACOBSEN HOMES NOTICE F ORAM1 DATE• THESE SPECIFICATIONS AND DRAWINGS B.E.M. 2-6-99 REV• IETIFIt: P.O. ORIGINAL. PROPRIETARY, AND CONFID 1 IXtANWC RTIE MATERIALS OF JACOBSEN MARUFALIUMNO PIER FOOTER SIZING CHART n Ne 9301 MA ERIMS ARE PROVIDED TO THE FOR MARR. WALL OPENINGs R. FLORIDA SAFETY HARBOR. ;Of110 i�4695 ��FNT�FOR � CAS a w' maz DRAWING NUMBER: Sam I SU-01-0030 25 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM 0) (5-) PIER SPACING SOIL BEARING PSF CAPACITY REQUIRED PIER FOOTER AREA, SQ. IN. 3'—O" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548y) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0' ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608y) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM ( Q5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'—C" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014g) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 619111) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM O5 PIER SPACING SOIL BEARING PSF CAPACITY Q2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0" ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 56151) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: 1O ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIMDUALLY. 2O UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 3O ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. SO ALL UNIT WIDTHS TO INCLUDE 6' SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. cwA-95-'vl- g$F 02 INN �P: G\STEgF •�! �� No. o •. 910334 cTOTE OF W JACOBSEN HOMES THESE SPECIFICATIONS AND ORAMGS ARE p CNAL PROPRIETARY, ANO 0ONFICENDAL P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 MATEAiuS OF JACOBSEN WANFACMIWC MrIlkUkRYt IS AID: PROt10ED TO 111E RI:CPOR FOR wDnc 0.KP¢ES AND MAT SE I CCNROENm1 AHD swo Rt(Iu OTNITs 26 M.T. ALL ZONES ALL EXPOSURES 20 PSF ROOF APP ROVED EY NIP INC. FEDERAL MANUFACTURED HOME CONSTRUCTIONAND SAFETY STANDARDS MAR 0 1 1999 )ATE REV. LETTER: 2-8-99 2 SPECS CHART A SU-01-0040 EXTERIOR FINISH CLOSE—UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE I r SOFFIT MATERIAL Jr FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TD EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP: KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIMUM. 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTER LAP ON �• STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: TNESESPEaRGATIONSAND DRAMMME DRAWN BY: S.A. DATE 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ CRUNAE PROPRIETARY, AND CONROENRAL ❑,l❑ P.O. BOX 36B MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIAIS ARE PRONDEO i0 HE EXTERIOR FINISH CLOSE-UP DRAWNC NUMBER: SU-05-002D ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOMMT FN SPE= PIAPOSER AND,AT eE KEPT CONRDENIIAL AND SECRET FROM'OTHERS 31 SHINGLE INSTALLATION „ TF.ava M.vu II v{rry e",mw '' II •�i"''° •rvan \o\ -�-�- SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED. IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT k REAR) EDGE OF THE ROOF, 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN, 3/8" X 3/4" X iB GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. o°oi°❑ JACOBSEN HOMES ❑oo°❑ P.D. BOX368, 901 4ST. NORTH SAFETY Y HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 6 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 `-COLUMN #2 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION V. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-07-0030). ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: THESE SPEORCATONSAND DRAMNGSME ORIGNAL PROPRIETARY, AND CONDOENDAL MATERIALS OF JACOBSEN MANUFACTURING UKA11N UT: S.A. uAle 6-6-94 Ntv. LETTER: DRAWING TITLE' COLUMN ❑„❑ P.O. 80X 366 BIC SUCH MATERIALS ARE PROMDED TO THE SUPPORT SPANS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138. REOPIERT FOR S iu PORPDSES Axu Must a KEPT 000DENDAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-03-0001 30 27 SET UP NOTES (CLOSE UP) YOUR HOME is EQUIPPED WITH A FACTORY INSTALLED HATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS NTH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED NTH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED NTH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" X 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. JACOBSEN HOMES N°TI° I DRAWN BY: DATE NtY. tIIGC n� s c6 pNOT An M.T. 12-22-94 ONGNAI, PROPRIETARY. AND ODNFID NTIAL DRAWING TITLE mop P.O. BOX 368 MATERIALS OF JACMSEN �FAC."I' "G SET UP NOTES INC. SUCH MURALS ARE PNOYM TO THE SAFETY HARBOR. FLORIDA 34695 RENMT Pm SIM RIEViS AIO IIST BE DRAWING NUMBER: PHONE (727) 726-1138 IEPT mfnEIDML AND SECRET FROM OTHERS. SU-05-0001 20 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) � I �I I I I I ,N m. ,N. `> I ^Rn All / .Np,\ .m> COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. / (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WOES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES. AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV LETTER: MESS SPEpFlCARONS AVD DRAWNNS ARE S.A. 6-6-94 ❑❑■❑ ORIIDNAL PROPRIETARY. AND CONRDEN14 DRAWNG TITLE: ❑,.❑ ' P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO 1HE EXTERIOR ROOFING CLOSE-UP SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SECk6 PIKFOSS AND MUST TE DRAWNG NUMBER: ❑❑❑❑ PHONE (727) 726-113B , KEPT CONUOENTML AND SECRET FROM OTHERS SU-05-0010 JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 SET-UP MANUAL ADDENDUM 'Rip jAqOBSEN HOMES Sc ANNFD St. Cuci®Y 600 PACKARD COURT co6n4' SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. REV-01/10 ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C contact the Department of Motor Vehicles 850-413-7600 80 1 ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND, /DUCT SUPPLY OR RETURN DOLING SSOVER USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT VATH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLA11ON INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. NOTES: BY I im 1 5 im INC NOTICE DRAWN BY: DATE'JACOBSEN HOMES RL.. LIIEH iN6F sPEar,atwn Arm NNulAxa AM C.L.Y. 5-30-95 MONAL P5K")ETARY, Alm ca OtTIAL DRAWING TITLE' MATEPIALS OF JACORSEN UWACTJRIX0 EXTERIOR A/C DUCT ,I P.O. BOX 368 NC 4 VATERMA6 ARC PRDVM TO THE SAFETY HARBOR, FLORIDA 34695 NIPOD rat 9 arc rl� µm "I E DRAWING NUMBER PHONE (813) 726-1138 INR IMLdm"!Em ITmil ATHl6 AD-AC-0001 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CEN7OI NE CONNECTION FOR QUAD IRaTS IS THE SAME AS FOR THE MAIN UNIT (REFER TO SET-UP DETAILS), NOTES: 1. 30 GA GALV. STRIPS USED MAY BE WIND DOUCTORS REMOVED FRCP ROOF N ONGINAL CONDITION (E)tCEPT FOR STAPLE HOES} STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2 SHINGLES N THE DORMER AREA OF THE MAIN UNIT MAY BE SHIPPED LOOSE AND NSTAIFED ON STE AFTER THE UNITS HAW BEEN ATTACHED TO PREVENT ANY TRA N9T DAMAGE AND TO D4URE THE SIPNCILS UNE-UP FROM ONE SECTION TO THE NEXT. 30 GA GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PUN NEW BELOW) ROOF PERIMETER RAIL OR RODE BEAM 30 GA. BALK STEEL STRIP If X LENGTH OF ROOF ISECTIONS MAY BE OVEI PPPED r NRL) W/STARES AS 910"N' UbTALL ROOF CAP PER SET - IF YML OVER GALV. STRIP. (SEE NOTE 1) SECURED VAIN 7/16" X 16 GA STARES FM PENETRATION KID DECKING 2 " O.C. MAIL SPACING (TIP.) Or•G151'p``' �:`C•V' No. RFC ENE870357 3/6' % 5' LAC SC EWB Ta' al 5' (ZONES 2 t 3) STAGGERED 8Y kt- ,AM 1 5 10� INC FREJACOBSEN HOMES NOTIC@ i"wO1• TI[Y L PRORIliaS AND INNNNLS AIAE C.L.Y. 5-16-95 DATERµ, IµF OtORY. ANA 0A1RimIllµ pGANG ntLe \I MATTTAµ3 a AAImB9TN uATLFAL'IIWIG ALT. ROOF ASSEMBLY P.O. BOX 368 LAC 20 MA= AR PRV ID TN SAFETY HARBOR FLOI 3F695 ROOK To SSOC RISO93 AIO MOT 1E DRAWING NUMBER PHONE (013) 726-1138 IAPr IRHXOITII We AEAYT TOM QMIS i OUADADD2 Kj 79 ADDENDUM FOR INTERSECTING UNITS 11"RIS' ail /DORMER I \ 31 I I ` LONOTUDINAL TIES ONLY REWIRED 0 EA HALF I OUTSIDE BEAM THIS END. EXCEPT FOR ZONE 3 I at EXP. '0' THEN 2 REOLM EA HALF m I I (IE ONE EA BEAM, ETC..) VERTICAL HNC TRUED ALONG I TRIPLE WIDE I E SDEEWAµLLS SAME AS IN UNIT. OR QUAD WIDE SECTION(S) I VERTICAL TIES AT CENTER LINE REWIRED ONLY AT COWMN SUPPORTS PER DOUBLE WOE Wy I I CONNECTION REOUREMENTS. i I I I 24' WIDINM SPACING TO FIRST SDWALL TE FROM EACH END OF THE LIMIT (SAME AS TYP. DOUBLE MDE IIE-DOWN REWREMENTS). 2 LWGITIIDDUL TIES REWIRED AT EACH HALF THIS END ONLY. MADAIM PER 14IGHT FOR VARUOIS ZONES (PETER ALSO 10 SIDEWALL TIE-DOWS MAI(IWM HEIGHO ZONE 7 ZONE1 EXPOSURE 'O w 56• EIPOSRE V 39' 46• CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTIONS) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) NOTES: 1. FOR WAD SECTIONS, EACH MBLE SECTION' OF THE UNIT SHALL BE DESCNED DiDEPENOENT OF THE DIM STRUCTURE (IL SHEARWAILS, TIE -DOWNS. RIDGE - BEAMS, COLUMN SUPPORTS. ETC_. ARE CALWLATED FOR EACH YULn-SECnON.) No. APPROVED BYE r. 0357 INC .• � .. T73,R<,gNpSMMTTiNGN� JACOBSEN HOMES Tag SK011CNOCE:ATIDNBAMDRAMWSAM urcATmm: C.L.Y. S-ls-ss MONAL PRDPRETART. AND ODKXO11A DRAMNG TILE: m P.O. BOX 368 MATERMIS OF JACOBSEN MNUFACRNWC ADDENDUM -INT. UNITS O TNE SAFETY HARBOR, FLORIDA M695 � ra 91OM w li i a PHONE (813) 726-1138 MPf CDNDDIML ANJ !X= n= DDOS ORAWWG NUYBER QUADADDI _ ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVF. THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE— CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWdTCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCCNTI!•!UE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. JACOBSEN HOMES P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 PHONE (1113) 726-1138 (See AD-AC-0100) 21OTICE MESE MSONJWDNS AND GRAPHS ARE MORAL. PROPKTART. AND CDI(Eg1YL MATERIALS OF JADDB%N MAWPACTMOC IW 9" RAtEPJALS ARE PROYM TO TIC n<OW rat SKOFIC RWG93 AN1 W [ I®T CWTOITA AND SEOST Mal CUM APPROVED BY 1-0 r iN oriotN 14 INC. 1®RAMIVM.IIImN1f f0�1miWN.,1wOYp W.H. VENT. SYS. B AD-AC-0100 78 tAL41 NIAt Vh L.tN ItK LINt PER TABLE BELOW: FOR GAPS IN FLOOR SYSTEMS J INSTALL WOOD SHILL AT ALL LAG TO 1/Y. INCREASE LAG LENGTH 1- NDSOI AND FOR GAPS TO 3/4% INCREASE (ALL ZONES) LAG LENGTH I 1/r. (ALL E)F06URES) LOCATIONS FOR LAG SCREW TO GO THROUGH AND TO KEEP CONNECTION TIGHT. (SEE NOTE 2) X0D IDLE DIP067AE 3/6' X ] I/Y LAG SOE7 NAXrWLN SPACM 70 GA.SRIAP FASTDC II/ 7 B' X 16 GA. SIAPIM KAXLLW SPAONG WO ZONE DFOSIBE WIN" NAM OF FASIDIXS REQWU 0.131' X I I/r HALS 7/ti X 19 Ga STAPLES r IV at 2 1/4 at r 3 S 2 : 7 17' at. 1 7/e at v 4 7 r Ir at r at r 4 7 7 ] v Ir at I I/r at D' S B NOTES, DIGRO APPRWAL DAM APPROFAL• APPROVED BY 1. I' MR PENETRATION IS REAM ON STAPLES FOR UK 0.QIV STRAP. L w00 SHIMS TO HEWM FROM SPF p NN. OR BETFDL (r x 4- X GAP EOTN UK SIZE) (OSB DR PLIYAXXI YAY E IISED F n100ES5 Emu w BOTH-4* X 4' LCL so. Revised Hay 26 , 2006 N C . r z3 -0.6 .�ohn C. Lloecien, p.l- 3. 101' NAAM SOETWL HOW A SIX OM DUALS FOR SUM FLOORS FOR M INFLWAIIOII I(1 Enganmrrn� '^c. r .:. � ' rmtruu •wurAL7UAt9 wut c9�smucriw wo su to srwow9s JACOBSEN HOMES P.O. Box 36B SAFETf PHONHARBOR, 1E (8 3j 726 1113940B5 ne 9RO1 V= AND aRAw AK N0 .AN oAn w. l�4crARr. AND txsrLENnAL 1OFSM XI J°�' II"AND M Mc aI9I MNXIBIESrem A¢ FRP.®ro x I�DO omit n � � ooHn mat K DRAW BY. M.T. DAM o�2z—os REV. LLl1FR ORAVfIG nnE: M/W FLOOR FASTENING auwG Nuuax AD—FA-0001 ZONE 1 INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM. NOTES: Ilk P�v FE$ 0 1 2000 JACOBSEN HOMES I INLLEsPmwl9411�ASLOPIA7 AK MCNIAL FROMM". AN9 tuslxNAAL 9AILIRALF OF AAc .a lwu =li M.1. z-1—uu HE ORAWM XLO ZONE 1 INST. P.O. BOX 355 SAFETY HARBOR, FLORIDA 34695 ■c. u NOW" AK PRCAKO TO 1NE I[cn9RrM V=CRWaif w1 s tL DRA*9N NWBEM .PHONE (727) 726-1138 ml c99991Aa me 990 mu tms7a AD—ZI—DI00 4 77 ZONE I TIE -DOWN PLACEMENT Tmm I -BEAN nE-DowT MAIN FRAME I -BEAM �SiE NOTE MAIN FRAME I -BEAM END SPACWC CENTER SPACING CENTER I SPACING CENTER SPACING CENTER SPACING CENTER I SPACING FND ISPNO DOUBLE WIDE TIE—DOIYN PLACE ENT ENO CENTER CENTER CENTER CENTER CENTER END I -.-•-I ^Ij . - � MCA. nE-DOWN I a .... rnunti WAUW SPACING MAIN FRAME I -BEAM SEE NOTE ill-/ SEE NOTE /1� `MAIN FRAME I -BEAM `MAIN FRAME I -BEAM FND SPACING CENTER SPACING CENTER SPACING END SPACING TRIPLE WIDE TIE DOWN PI,ACEMENT ce co E• NOTES: ENGINEER, DOFO,,i DADA APPROVAL 1' SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF .•,, ��`:•l(�_PT1F1CgT �C% �: APPROVED 8Y MARRIAGE WALL OPENINGS WOER THAN 49 INCHES. G F r Na.0045494 ZT4. STATE OF _ _ _ _ _ _ _.. • _ �q _� wsTAciu�xoPwmsTNnums JACOBSEN HOMES NOTICE qj %Iwp DATE REV. LETTER ➢U9i scROPWAS AND DRAsxcs AI✓E RR 10-31-95 \I tlE@UN.1'ROPNETART, AND TQYIOENIML DAA15Wc WE - P.O. k FLORIDAwT r TAT 4A S ARE M"uAACTO Tn TIE -DOWN PLACEMENT SAFETY HARBOR. CRI34695 � Alo1 YAIEM.L$ ARE PRDMGfD 70 714 PHONE (813) 725-1138 pwpT mami� gpQ1 Bpy pppQ GRAWVNG NUMBER AD-Zi-0020 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 .131- X 3 1/2- MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). MARRIAGE LINE NOTES` Dow APPROVAL. 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. S 2j ob John C. DOe&n, P.E. K2 Enane*enng, Ina APPROVED BY Revised ON amy 2d,2006 INC. F101M rATgFACTDRE A f TaRT1111 M"wln SfANOAApf JACOBSEN HOMESpoollick PA m ,Q s meAme AM cures AAE 0011 Ess1lsTAlli ss Lasmna wtmaa a aAD®L irA1VA11AFie se 2= ware AK roam 10 THE tl1 M.T. �"' 05-22-06 WA11 ORAWG lAL• M WALL FASTENNG R. O SAFETY HARBOR. FLORDA 54695 ®101f p f®IC N/� 11e srQ t ORKtiC 10.RB1! PHONE (msl rls-nse ®E 0mum m an m1 amn AD-FA-0010 7a ADDENDUM MULTI —WIDE ROOF FASTENING CENTER LINE OR MATING LINE OF TRIPLE WIDE UNITS 30 GA. GALV. STEEL STRIP I SECURED VAIN 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX. SPACING). 30 GA GALV. STEEL. STRIP 6' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPL S AS SHOWIJ. INSTALL ROOF CAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM A. c.REIN SET BACKS ROOF IN ORIGINAL CONDITION, FOR TRIPLE WADES--�� EXCEPT FOR INALSTAPLEC HOLM) FOR DOUBLE WXIFS \\ PLAN VIE 14 2 3 4' 3/B' X 5' LAG SCREWS . ,LAG SC RIEW SET BACKS TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES INSTALL LAG SCREWS _ SEE CHART ON AD-FA-0001 /—FOR TRIPLE WOES AT A 45' ANGLE I I FOR MAXIMUM SPACING / STAGGERED 2 1 'r 2 3 4- 1 4' TO 4' GAP ROOF PERDETER RAILy OR ROM BEAU (FOR RIDGE WAS SEE NOTE /4) CROSS—SECTION FOR CAPS IN ROOF SYSTEMS INSTALL WOOD SHAY AT ALL LAG TO 1INCREASE LAG LENGTH 1' LOCA71ONS FOR LAG SCREW TO GO AND 0R CAPS TO THROUGH AND TO KEEP CMNEC71ON INCREASE FOR TK71T. (SEE NOTE 2) LENGTH L NDS01 LAG LENGTH 1 1/2'. REF CALC. PG. (ALL ZONES) CROSS—SECTION (W/GAP) C WA- s1.o1- s1.07 (ALL EXPOSURES) NOTES_ LNORM APPROVAL DN1A APPROVAL' L 2 I/P WL POCI RA110N NTO FE07NIC MOM 6 K=u FOR LAG SOM 2 110FD SF@IS m BE RIPPED FROM SPF P UK CA KM APPROVED BY r X r x CAP WIN WL � OF,,,�,,,,„,,,.�,,,p�a 0® OR RYD000 WAY BE USED F DILDOIESS EWAIS GAP WOTH-4' X IV' WL SRC S SEE ODER DETAILS FOR COIPIENM r /pG lDoeden. Revised , 5, 24 , 2006 Alm. ROOF KMTIOIL 4. MED INSTALLING A LAG SOEYA KID A NDFE SOUL FLTSFDRILL john C. P. IV I A 3/r aEARAgCE _ Wl ➢BOURN DE "M MM BEAEL =*-DRILL A 1/4' WE 11N0001 INE iC?. Engirmrn nT, Inc ROM" BDW EEAW RR DE MAOED PORTAK 6 LAG SCREL D6E ON& ARE CMSTRBCIIMu WEE STMOARDS FOR 3/r LW WMM %L% S IOr WA= W SOEIOUL fE W. JACOBSEN HOMES nLs s�arAans wo m.cs Alc �" M.T. DAIL 05-22-06 REIEnut P.O. Box 368 aSo.IrL FRaScrNrt NO DorO0lmt HA M wr A. =uc 11 mM IM MAY" 1111E M/W ROOF FASTENING SAFETT NE (81 L 728-1138 KW m.o I IOM FWW N i Omi¢ ERAWO IRAONR AD-FA-0020 75 ZONE I TIE —DOWNS MARRIAGE WALL- [(REQUIRED PENING TIE -DOWN AT OPENINI ONLY. OPTIONAL AT SEE DETAIL - 'A' —�OTHER LOCATIONS.) SEE DETAIL - 'B' SINGLE WIDE TIE —DOWN FRAME TIE -DOWN DOUBLE WIDE TIE —DOWN NOTE: I MARRIAGE WALL C SECTION NOTE: SIMILAR TO I OPENING 11E-DOWN I A k B SECTIONS SINGLE HIDE SIMILAR TO DOUBLE (REWIRED AT OPENINGS WIDE TIE -DOWN FRAME TIE -DOWN ONLY. OPTIONAL AT I SEE DETAIL - 'A' OTHER LOCATIONS.) SEE DETAIL - V TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GRCUNO_ANCHOR (MEN MARRIAGE WALL TIES AND FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND' STRAP BUCKLE NTH 2O25I ANCHOR, A DOUBLE FEADED GROUND ANCHOR MUST BE USED) CAPACITY MINIMUM FOR GROUND ANCHORS MUST BE USTED TO CARRY THE LOADING DIPOSED BY THE IE-DOWN STRAPPING (31So LBS MA)MMUM FOR EACH TIE -DORM STRAP CONNECTED) DETAIL 'B' - 60 TYPICAL TE-DOWN STRAP (1 1/4' X W MINIMUM DNK COATED STEM STRAP, OR EQUAL YAIH 31so'4 \ CAPACITY MNMUd) 2< LS. 472S41 OLTM•WTTE I.m Ao cgr'AcI7y PULL DOPM TMT TO —/ GROUND ANCHOR DETAIL 'A' NOTES: 1. SEE DETAIL 'B' PACE 4 ROR MARRIAGE WALL OPENINGS GREATER THAN 49 INCITES. & VP To 2, SEE WE -DOWN SPACING CHART ON PAGE -Z EDR ANCHOR AND TIE -DOWN PLACEMENT. 3. SEE DETAIL 'A' PAGE RJR TYPICAL I -BEAN PIER CONSTRUCTION. STATE OF BY I DEC 2 IN1H INC =acTmK wrru•Pm" JACOBSEN HOMES NOTICES gum BY: DATE REV. IPTmt THESE scancam Alm w qm a RR 10-31-95 . CROW . PROPMUARY. AND MNnooITNL ORAMWG IRE „ P.O. BOX 3611 UA7°°"u OF 040M ■WAOTLWNO ZONE I TIE -DOWNS SAFETY HARBOR FLORIDA 34595 11G a NATU3 S NM PR70M TO THE AffFOR Tat SI M MF = AD WSI K DRAVANG TINIER PHONE (013) 726-1130 Im"WIDDIx"gMIRaad m AD-Z1-0001 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA MIN. GALV. STEEL RIDGE CAP COVETING LENGTH OF ROOF (MR 2" OVERLAP AT SEAM) SECURED WITH 08 X 7/16" HEAD X f FULLY TEBO:ADED SCREW CENTER OR MATING LINE AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) I' I I I I, I• I RIDGE CAP 1� I I 1 1� 1 1 1 ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBS 1 OR CLOSURE STRIP RUNNING 1 ENTIRE LENGTH OF ROOF 1 1 1 1 1 ■ Ref: EX-13-0051 and AD-FA-0020 NDS01 (ALL ZONES) (ALL EXPOSURES) I I I I $B X 7/16' HEAD X 2' j FULLY THREADED SCREW I (NO MORE THAN 12' O.C.) I .I I I � IIrrI ,I C) I- 1 I 1 1 8 1 � 1 IT � 1 I T 1 T 1 METAL ROOF PANELS STOP 1 APP. 3' FROM CENTER LINE T I , I `so GA Mm STm STRP 5' X LIDM DF ROOF (SEE AD-FA-0020) SEOM WITH 7/16• X 16 GA. STAPLES FTAL POORATION DITO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING) SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS 9:: STANDARD 7AC OS.B. (24/16 INDEX) ROOF SHEATHING METAL PANELS ARE 29 GA. MIN. STEEL V= T GC. RIBS. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN ANOTHER SCREW MUST BE ADDED BESIDE THE DUFECDVE SCREW (DO NOT REMOVE OVER DRPM SCREWS) APPROVED BY Sep 10,2008 N INC.FDB1Al YA■IFACNIED NDIE CO■SiNUMON MD SAF[IYSTMDMD5 JACOBSEN HOMES 1 6fEdXRTIOE Al RLLIR ME w` m = D.M.T. DAB 08-25-OB x 1t7°` a®MI. PR6�GT/. Al EOfEOIBM. DRAVi6 7108 v a ear ase MAMIU s A1C�E1 WDRCAIDTIMG METAL ROOF RIDGE CAP — PH� ■X:w YATB■■.S AlmFlI!L YTE DwrED Iu�e (813)�n� IDv o95 m amemun oin AD-FA-0021 74 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE m ,1M 1 5 V% INC NOTICE DRAWN BY: REv. MEANER JACOBS EN HOMES THESE SKUMTRINS AND DRAYNOS ARE C.LY. 6-5-95 OMM UL PRWRVARY. AND cwmTML DRAMHG IRL' M/W ROOF SEALING \I P.O. BOX 368 MATEIMS OF OZMSEN M.WAFAflIRNC SAFETY HARBOR. FLORIDA 34695 PIC MH MATERIALS ARE PRDNttD TD X now Fa 9PEQIC RT6R39S NO M a DRAWING NUMBER AD—FA-0025 PHONE (B1J) 726-11 J8 1PT mPXXMTOI NO YDTET TEAT ODOR ADDENDUM TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT A COLUMN 91PPORT TIE-DONN STRAPS REURED AT COLLMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 4r N WIDTH. MULTI -WIDE FLOOR SHOWN SEPERAIED FOR CLARITY v V V V V 24' 24` STANDARD VERTICAL TE-DOTM STRAPS OR ANCHOR ERACCETS (SEE TE-DOWN SPACING TABLES-NOIDIAL AFD/OR A FECNAIE- FOR MAXIMO SPACING AILOMED). ALSO SEE NOTE 1 STANDARD VERTICAL TIE-DOMM STRAPS GN ANCHOR R TO BE 16TA O A MAXIMIN OF 2•-0' s241 FROM EACH END OF NEE UNIT. FOR TRIPE WIDE AND LARGER UNIT DESIGNS, NSIA L A,ApA4pn11I FTpFFF, ALL TIE-DOMN STRAPS AS SHOWNINTHIS OETAL _o`��.t�l C. DO,c: •,. NOTES. ��Prl\�• ��O •� i VKV Kf V R 1. URGE OPENING =ANY allNG'MDER THAN MAIL TEE -DOWN SPACING ALLOWED. NES703571 •• _ OVEC) BY . 2. VERTICAL 7E-DOWNS MAY EXCEED THE STANDARD %RTIGIL TIE-DOMN SPACIK SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REORRED OR THE APPROPRIATE V£RTICAL/FRAME 4L - 90'•,. 6 j/!� �• �' �JN� 5 7995 TIE -DOWN SPACING TARES (SEE OTTER DETAILS). %,, I 3. INSTALL FRAME TIES AT ALL 1ERXM. TIE -DOWN LOCATIONS. AfRS ••.••• N� , '•, 7p E���A���•��' 4. SEE AD-1D-0001 FOR ADDITIONAL REIXAiEMENTS @ „01"""'"� 1O1iwwc� YOTHER oLA9o:s ARE CERTIFIED er OTHERS DEVICES AM JACOBSEN HOMES N0T1C THEY vcmTvAtnR AA1 oRAMIrs FTa oRArM Br : C.L.Y. BALE 6-1-95 REV TENTER m a AL PRWWA". AND CWWnIN MAIUVa Or 11CCBSEN MNLXACRIM .DRAWING n11E: TYP. MULTI —WIDE T D /` P.O. BOX 368 PAC 9" MATOW CAS PROYAM TO 7K /l--l` SAFETY HARBOR FLORIDA 34695 PHONE (013) 726-1138 ROPOR FM V= RFPM AND MID BEDRANING 101 LL Mtq ND ROU R$M WHOM NUMBER AD—ID-0310 8 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT STANDARD VERTICAL DE-OONN STRAPS ON ANCHOR :ol (SEE tE-DOAI1 SPACING TABLES-NORNAL AND/CR ALTERNATE- FOR MAXIIIN SPACING ALLOINED} ALSO SEE NOTE 1 NOTES: I. LARGE OPENING =ANY OPENING YADER THAN MAX TIE-DOAN SPACING ALLOWE 2 VERTICAL TE-DOWNS MAY EXCLCD THE STANDARD VERTICAL TIE -DOWN SPACNK SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REMED ON THE APPROPRATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OM DETAILS). I INSTALL FRAME TIES AT ALL VERTICAL IE-DOWN LCGTIENS 4. SEE AD-TD-ODO1 FOR ADDITIONAL REOUMENTS JACOBSEN HOMES ■ P.O. BOX 368 „ SAFETY HARBOR FLORIDA 3+695 PHONE (813) 726-1138 STANDARD VERTICAL RE-OONN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF Y-O' (241 FROM EACH END OF THE UNIT. C. 1ST ENE8703571 ANCHOR BRACKET NO VIE-DORN DEVICES ARE CERTIFIED BY OTHERS N0710E I DRAW BY: - - THESE SPEMICAT04 AND DRAM= ARE MONK. PRWZEURY. AND ONEDINL YAITRI.YS OF JACOBgN LIWX?L &1C NC m YATUMNS ARE PRNM D THE REOPIM AN SRIIL PJKO NO Wn BE BY L .AN 1 5 ms INC - ­ _ ­ _ TYT3. SINGLE WIDE T/D I :I a Ixie'Bl ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD—FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES — LOW SIDE NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 611 STRIP ROOFING CEMENT REQUIRED OVER EDGES — HIGH SIDE 15# FELT UNDERLAYMENT MULTI —WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) BY I .UN 1 5 W5 INC JACOBSEN HOMES nEs< sFCDF1rANo7TCD1ONsAND DRAwAAR" C.L.Y. UAIL: 6-5-95 R1.I'.m xxcs AIE CROMM. PROPREINO, AFD MaDEN, DRAINING DALE: P.O. BOX 368 YATOBALS OF JACOM YAHNACnwla M/W ROOF SEALING TK SAFETY HARBOR. FLORIDA 34695 Ka OC I'm 9 RAPOSM ND MW [ DRAMNG NIIYBER PHONE (BN13) 726-1138 77 Oa WTK ND SE0E111aA1 OTHOM AD-FA-0026 72 9 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. INSFATA ANION• I. REMOTE ANY CARPET AND/OR PAD FROM UNODi THE HEARTH EXTENSION AREA 2 INSPECT IIE METAL FLASHING N THE HEARTH AREA TO MIRE DUI IT HAS BEEN IMAM (THIS FIASIM MIST BE RACED ON THE FLOOR TO PROTECT THE AREA BEIM THE FIREPLACE AND THE HEARTH) 1 LOCATE THE IEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLOWING THEY STEPS: A CAAEAIILT PLACE THE HEARIN EXTENStdT N THE PROPER LOCATION N FRONT OF THE FIREPLACE Lim Y. B. YCUE TIE HEARTH DOEN90N 10 THE FLOOR W/ 4 18 1 2' MOOD SUM C. FILL THE FIFA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH FXIENSION WIN A NON-CNEBUSTABLE CAUJDNG OR MORTAR. 0. OR FOLLOW THE HEARTH MANUFACTURERS NSTRICT06 FOR INSTALLATION. TILE TYP. HEARTH (MAY BE SHIPPED LOOSE) 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING APPROVED BY 28V% P1,014ING mft mmAOF�w WTITnw4wva NOTICE S or.. �n,c. R�. Lc..m JACOBSEN HOMES C.L.Y. 6-16-95 ■ THESE SPECO1CA=HS AW DOMx6 MiE oMRNM. PRWM[TO AND COam11w. pRAMNG RETIE: P.O. BOX 368 W'1WM5 A tACOBSII RW= TO Tld SHIP -LOOSE HEARTH „ SAFETY HARBOR, FLORIDA 34695 AE�F r AA� �s�MO WYT X MAIMING NWBER PHONE (813) 726-1135 NPT ETA4'tOraM AIM Saar TRW anus AD-FP-0001 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION CQUWI 'A' COLUMN TT' SEE TABLE FOR MAMN SPAN FOR COLUMNS'A' OR 1T' F COLUMN 'C COLUMN V APPROVED BY SEE TABLE FOR MA1aMl SPAN FOR COLUMNS'C OR'B' _I 000 SEE TABLE FOR SPAN C0. r SEE TABLE FOR MAX SPAN FOR .L.A. rulm INC. Ij-I FEO MANUFACTLH O NDA1= IOVANDSAFETYsr .OAROS MAR 0 3 1999 cawla 'C COL7IMR x calup 'G' SEE TABLE FOR MAMN SPAN FOR LLLW04x _ r MAXIMUM ALTAWABLE SPAN TYPE OF ANCHORING REOD (SEE 00-M-0751. COLUMNS 'A!, V. v OR r COMA v OR'C COm x AD-TD-02q ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 SEE NOTE 1 Ow.'C Em b' EV.'C ETD'. V UP.'C OF. V EV- V E10'. V Dr-'C E1P. D' EV.'C OP. V 2 - 31501 ANCHORS V-4' 2W-C 29'-1' 20'-4' 3Y-4' 25'-V 2Y-4' 2W-4* 3Y-4• 25'-C 29•-4• 20'-47 1 - 31501 A1ND OR 18-r 12'-16' W-Y 10'-Y 18'-6' 17-10' 14'-7' 10'-Y IB'-6' 12'-10' 14'-r lar-Y 1 - 40001 ANCHOR 2T-8' IC-4' 18'-r IS-O' 2S-8' 16'-4' 18'-7' is-T 2S-B• 16'-4' 18'-7' 13'-0' ,1EF. CALCS. (' Iv a� AITTTT1M rI, ILr.,.A.A NOTES: FNa 4C '•,, DAM APPROYAA:ap 0 3 1. SEE AD-TD-0251, AD-M-0252 AND AD-M-0253 ; QF' N0. o ••• APPROVED BY _ FOR SPECIFIC INFO. ON ANCHORS. _` 910334 ' a FOR ON ANCHOR OTE"s.ot 2. SEE AD-TD-0001 ADDITIONAL NOTES INSTALLATION. i STATE P:�? ANC,. '''.,9�.c� 's • �7 OIA�•' ' R�mwoov NOTICE DRA M.T. DATE. 2-9-99 �• LETTER: JACOBSEN HOMES THESE SFEanUMS AMMID sAEE UWHM, PRWWAAY. Mm 039M M. D RAWINC TITLE: MATER14S OF artmSH MAMFAC 184- WIDE COL. PE -DOWN APPL. P.O. BOX 168 SMH ARE ®r m MO C RDl'TOMS SAFEII• HARBOR. FLORIDA 34695 R[� Iif f� M WST ¢ ORAMNG RAISER: AD-TD-0254 PHONE (727) 726-1138 IFPT 000WDMQ MR) Sa¢T rNU QDM L RI] 71 ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EQLAPMENT- CAPABLE OF RESISTING THE WORKING LOAD OF 4000 / MIN. MARRIAGE LINE OF WLB-WIDE FLOOR VERTICAL TIE -DOWN TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING 1 1/4- WIDE & 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (4000#) T111111I11 NOTES pp4F"I, '' DAFIA APPROVAL: 1. ALL ANCHORING EQUIPMENT SUPPLIED �O: •�G\ST EyE; .cCq�'�� BY AND INSTALLED BY OTHERS- ON SITE. Q� NO, O •, PPROVED BYE 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING - Nc87T3� SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. - NIAINC15 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS � WHERE THE ANCHORING SYSTEM REQUIRES THE USE %90 ••• / y/Fr ��� OF EXTERNAL STRAPS OR CABLES. %'�,P_••�Ip. _\a a` m�"�`mn.c1"�c,rosvm'�swu�lo NOTICE -„TI IDRM ISW DATE REV! LETTER JACOBSEN HOMES THMSKOrKAWNSAnwAtlNI¢AW C.L.Y. 5-25-95 . CRIMUL PRXFMtlARA AND CONrUDIM DRAWING TITLE. MS P.D. BOX 368 MAID OF JACMSDI MANLWACUWC COL TIE -DOWN APPL. \I SAFETY HARBOR FLORIDA 3/695 W- SIN MA� RemAlt y N0 M701K PHONE (813) 726-1138 WT mamm AND moor TAM mIP16 DITAWWG MNBFR AD-TD-0253 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This test should be given to all smoke alarms individually. APPROVED BY >ZE✓ MR ! 5 20 1 V INC. FEDERAL MANUFACTURED HOME CONSTFKTION AND SAFEIY STANUAHUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 70 11 TRUSS SHEATHING APPROVED BY NrINC. f®EMIMlWUFACIURED HOME C015TRIICIDX MD SIIf fTy STAIDARDS DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR THE OVERHANG OUILOCKERS (PURUNS). ATnC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. TYP. OUTLOOKERS 3/11' MIN. APA OR TECG RATED SHEATONG APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TO ALL SHEARWALLS) (IS- X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) NOTES: 1. 3/6' MIN, RAIFD S HEATNNG FASTENED TO R06 TRUSS M 7/15' X 1 1/2' I 16 CA MIN. STARES 1 1/4' D.C. AT PANES. EDCES AND Y O.C. AT ALL FRAYING MEMBERS (NO GLUE REQUIRED) MARRIAGE WALL U 3/8• SHEATHING TO BE INSTALLED ON -SITE K2 W1NO20NE III (110 MPH) ALL EXPOSURES APPROVAL - APPROVED BY INPPMAT t INC I, fFDERAL MANUFACTURED HOME 1 CDNSTRUGTICMAND SAFETY STANDARDS JACOBSEN HOMES NOTLCB: U AWN tlT: WIE REV. LETTER: nIESE srEDnunas AND HNARNcs ARE R.R. 4-27-98 ■ QOQNAL PROPRIETARY. AND NUFACTNnAI IIRAWWG TTLe P.O. BOX 368 DRIONA MATERIALS RO .MTARY.A YANUFA NIIAC \I Ot 91CH UAM04S ARE PROMDCD TO THE TRUSS SHEATHING SAFETY HARBOR. FLORIDA 34895 ovP r ra sear n 5 Ua W r R DRA6INC NH/BER: PHONE (813) 726-113B KEPT r 1304110. AAD snm FRO, o1HUrs. IAD—HR-0001 ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EOL CAPABLE OF RE THE XORKN OF 3130 MARRIAGE LINE OF WLn-WDE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH,O,R,, (3150#) NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. No. 'Fo' Y a PROVED BY 37 y� JLN 1 5 W1 gF : AW PINC NOTICE_` JACOBSEN HOMES msEsianCATXXRAMNAM=AM C.L.Y. 5-25-95 OWINAL PROPMART, AM aNWIIM DItAAING TIRE' �� P.G. Box 368 MAIDWS OF JM=mx wm"mn mx COL TIE —DOWN APPL NG 9101 MAIM AR[ RMAOfD f0 M SAFETY HARBOR. FLORIDA 34695 ¢6OIr AM 9[DnC Rl MD MAT R 1 DRAWING NUMBTR PHONE (813) 726-1138 ID1n cmwnAL me YCE7 I1101 onan AD-TD-0252 12 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOIDPMENT . CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. O ANGLE SHOWN. 3S -�-� I I- MOORS INSTALLED 24' APART ILAWGE LNE OF MULTI -MIRE 0 35' ANGLE IN THICKNESS. CERTIFlED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORLUNG WITH ASTM STANDARD SPEGIFICATION D3953-91• STANDARD SPECIFICATION .FOR STRAPPING. FLAT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS (3150# EA.) 1T,puuuuupf NOTES: � V �( 1, •Q STEq'�tc DARA APPROVAL' 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. ) ; AA•'•,�fi y : Q' No. O ••, AFF' ;::' VED BYA„r 2. ANCHORING EXPOSED TO WEATHERING _ - EN'c8]D35%1 T. ' = ARESTSEQUIPMENT SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- •� * '• JUN 1 5 IS ATION. - � 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS THE ANCHORING SYSTEM REQUIRES THE USE '• �r]'���`` I V INCERE OF EXTERNAL STRAPS OR CABLES. ! ....... '.1S' • •... VV �. wnnaw.roumlat mmKClfaKoararts•9Mq JACOBSEN HOMES NOTICEk 11[Y 9cLMKAnaa AND IAAo1e ARE ANG Br. C.LY. DATE, 5-31-95 REV. LCTIF2 �� P.O. BOX 368 A°TMT. AA9+� MA „76tlH3,,,;',J'"'Aft PRM; MD INCMDgfr DRAwwG TIRE: COL. TIE -DOWN APPL. SAFETY HARBOR FLORIDA 31695 PHONE (613) 726-1138 T fm9 l NO Mmt Mat cxm tq RO YDE11O T n= U6 DRANNG NIDBOt AD-TD-0251 HINGED ROOF DETAIL HSMIIGI OF PANEL To RAH ROOF nw 9R w POHO01 m sEF_w Pan is APPIOE 72 IN. IF[ HlIM ®OF SRDI SO M IGLY WIN IFCGMI•iL WAS RD MORE WA u FEET APARL` LICIOE MW POLAR WON X OF 00 W GOOF =W A10 MW UF= WNR' . IRA6A9 ENMiNML HINGED ROOF IN SHIPPING POSITION Hw="Fw A H706E EEIW, x SPFp=oc POSTwM •p0IIrl W0M3-pxr cm HINGED ROOF IN SET-UP POSITION HDSOI REF. CAI.C. PG. C-RF- 223.0 - 223.6 NOTES: qDIMMPROVL• DAM FPFAxNri1• I. HIKE RAND RODE SELTI N N IRE RA® PO9IK21 GUM SW= WO APPROVED BY KK PamKID POF400L A w 06,2006 I .John C. Doodw, RE. K2 EFIp•Ir wring, Inc JACOBSEN HOMES NaatvrA"xe mootA.®A1E c MD m.mLw mower. O.A. wR 05-02-M 1.cu,M1c OMWIG nt P.D. Box 368 MMOVU OF agn K ME MA HINGED ROOF DETAIL A SAFE" HA FLORIDA73A69S M 10 W. 7101 M 9= AM: m= TK iW W. 21IR AW I<nKM 997C Firm MO M6t W. g1AWN0 MxxiL (M3 PI1oNE (elf 72a-u3e a mroMlmlwAu>mTRsacn AD-HR-0002 68 13 HINGED ROOF DETAIL LRIDEEAYYE14T TO BE GLUED 3' YIN. ON BOTH SECTIONS OF HINGE ROOF. FOR WNo ZONES 2 AM 3. RAISE EXTENDED SHINGLE AND UNDERLAT'11FRT AND - AND A YIH. 4 1/2' H1DIN OF ROOFNG-WANT 70 10? OF LAST SHINGLE ROW ON FEED ROOF SECTION. (THIS IS TO BE DONE BEFORE RAISING HNOED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X S' BLOCK OMB 2 X 6 - OVERHANc FASCIA BOARDS AND SECURE TATH 3-#B X S' WOOD SCRM EACH SIDE OF GAP. APPROVED BY Elevi6ed 1 30,2006 AINc. ilOEPAI AYA"iFAl7YxED xWE m ummAlusArAxsrAxuAxos BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS N0 RNSD R06 SLCMN 1711E RNSED PO9IXN WCRE SWUNG 00 TIM POSTS NW POSPIDl John C. D06dm Il-'L PYNDZONE It (110 MPH) ALL EXPOS JACOBSEN HOMES NO'RCB: TAX SEOMMIsAwlxYl.asuc uum or. D.T. 10-02-06 rTlln DxxauL MOF[fMl; AID Nxwlmmn mAw"m OF y�I , F"0P""6 DRATf1G 110E . HINGED ROOF DETAIL n v.a eox ]sa 011111"13xot 91OI Y lm" AI[ IFm = ID TK TMP ripum A°m Ka KOR'1� xOrmmmm �R LJZLJU (6 ) 726-DtIS6�� MR eA~ sm IIIam AD-HR-0003 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUYN •A• CaIAW 'B'`l SEE iAB1E FOR YAfOYUY SPIN FOR COLUMNS 'A' f COlA1N 'C COLUMN b'\ SEE TAKE FOR YAGYUY SPAN FOR Caulms 'C OR V. I . SEE TN1IE FOR SPAN Ca. F SEE iAHE FOR YAXSPAN FOR COL 'C COLUMN F [aau+ Y CAIARI 'C� - SEE TABLE FOR YAAYW SPANFOIt CaIADI F _ MAXIMUM ALLOWABLE SPAN TYPE of ANCXORNO RFOro (sEE AD-to-o:sl, - mwuNs •A','C, b' OR F oaw9s b' aL'c' tnlxa F AD-1D-o2s2 u+D AD-01S]) ZONE 2 ZONE ] ZONE 2 ZONE ] ZONE 2 Z01E ] SEE NOTE 1 E7P. Y DP. b' W. 'C' ETD'. b' DP. 'C F1P. b' EIP. 'C W. b' F70'. 'C ExP. b' M. 'C DP. b' 2 - ]ISO/ ANUDR9 �]'-0' Z9'-6' 17'-9' 2Y-Y /]'-0' 29'-6' 33'-9' - 2J•-Y IJ-0' 29'-6' 3Y-9' . 2]'-Y 1 - JISDI /1KTIOR 21'-6' II'-9' 16'-10' II'-10' 21'-6' N'-9' I6'-10' 21'-6' If-9' 16'-10' 11'-10' 1 - AODDI ANCHOR 2Y-S IB'-9• 21'-5 15-0' 2Y-]' IS'-Y 2Y-Y IK-9' Tf•-S' IS.-0' NOTES, ENGINEER APPROVAL' DARA APPROVAL' APPROVED 8Y� 1. SEE AD-m-ozsl, AD-m-ozsz AND AD-m-ozs3 FOR SPECIFIC INFO. ON ANCHORS. � ) 5 2. SEE AD-m-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. 4�5� Joha C. Doeden, P,t, �I....,.A+Y�� I C 15133 C. R. 22 A,.�,�a.oYrarD.oNo Goshen, IN 46526 JACOBSEN HOMES N077CF-` 11EYSEOlIGODKAlDORAAINRAIS DRAW BY: ' C.L.Y. GATE: 5-31-95 REV. IETTOt min aemlAL PAOYAC1Axr. UO GNDOIRY YARJEN] uuurAc/uaw A OIAAIND TIRE TIE APPL. \I P.O. Box ]IiB OF AArn99L11 K 9AM YAIOEYi AAC ANOARD 10 71[ COL -DOWN /F-1` pRAxNG NUY(RR AD-TD-D25D SAFETY HARBOR, FLORIDA 3/695 (i10NE (613) 726-1138 gpExf fa 9EOIx 11Ai'Q� MD WSi [ Iavr mrminA<AIO IIQIIIDI mxo¢ 14 67 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) FLOOR jz_l F FACTORY INSTALLED STRIP I NOT LONG ENOUGH, R MAY BE LENGTHENED BY USNG A CROP SAL Y47H A WORKING LOAD OF 3150 POUNDS !0 L�J�f DIACONAL FRAME TIE ANCHORING EQUIPMENT CAPABLE OF RESISTING —I THE WORKING LOAD REWIRED ON THE 1= TIE —DOWN SPACING _ TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE IF NEEDED, USE VERTICAL TIE —DOWN TYPE 1• FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIA STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. NI S V S 6 NOTES: ; • G . Eq� . ! 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL Q� N0. •� •' FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT 910314 = SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. * �.e�. _ APPROVED BY EXPOSEDTO ATHEING 2 ANCHSHALL STATE :%P 4REVISED HING AVEEAUIPMENT RESISTANCE WEATHER DETER OR— ATION.%90w,•• //,,OUP T023FJB N47AIINC. } SHALL BE AT SHARP OUSERS 'r����rcSS/ . V�` WHERECTION THE ANCHORNGPS STEMDREOURES THE �AL OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). A JJ �U /W F ��"�c JACOBSEN HOMES NOTICE ,� Neu 9PEODCATIMS AND DxAxFCS ARE OPJGNI.L PROPRIEIMT, AND WrtipFNiW DRAlN13T: • R.R. DATE' 30-05-96 REV. LETTER DRAMNC TIRE'P.O. w BOX 368 MAIMALS OF J400SEN WJMACIUxNG ALT. TIE-DOWNAPPL HARBOR. FLORIDA 34695 W_ SumNARRU:S ARE PIN==) TO THESAFETY Iecvdl TC SPE= PJWM ANT MISTH ORAMNG NUMBER PHONE (813) 726-IT38 NPI DROMTNL AID S[am mw 01N!P.z AD—TD-021D INSTALL ON SITE 151¢ FELT WITH A 6- MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15f FELT TO ROOF PEAK ONE-PIECE SHINGLE UNDERLAYMENT _.• 2' MIN. OVERLAP (TYP.). o iI i I .................. ....... 1 1 1 .. . . . . . . . . . . I I 1 6' MIN TAR AS SHOWN T— a .................. ..(APPLIED ON SITE) q I k, T7s ... m Nl)TE j3:: i:ci. .. ...... . r 1 3' MIN • . • r SEE DETAIL 'A' I I I I I ; I. C , x I I T 1 I I 1 1 1 1 I I I 1 I 1 P SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE WITH-6 STAPLES (I- X 3/4- X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES. DETAIL. A NOTES: 1. CEMENTING OF 151 FELT IS NOT REQUIRED IN ANY AREA EXCEPT YI M NOTED. A 2. FASTENING OF 151 FELT IS NDT REQUIRED. (FASTENERS APPLED BUST TO HDLD FELT IN PUCE UNTIL SHINGLES ARE NSTAIIED.) ' /0 3. EXTEND THE. FIRST LAYER OF ON SITE 151 FELT ONTO IRE FIXED ROOF A MN OF r AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP 0910 YHE FOOQ:7TD MOOR 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-IR-0001 (NTH SPECIFIC END PANEL LAYOUT), AD—FIR-000Z AD—M-0003„ AND AD—FR-0004. FEI WINDZONE III (110 MPH) ALL EXPOSURU ROVED BY Sep 2 2 INC. NOTICR IATAM or. Mn�L.i K.. .c��c... JACOBSEN HOMES gm pacmeIma mDD IDA016S ARE M.T. 9-20-03 CHERVIL PROIMMY. AID CONFDfNIPL DRAIANG TIRE SI@USE AM LNOER6AYMENT „ MATERIALS OF ACDogR MAN:ACDSOD APRIGITION ON HINf,ED SECTION ff P.O. BOX 368 FIG SUCH MA9MMS ARE FRONDED TO THE SAFETY HARBOR. FLORIDA 34695 D64IR FOR 514lSD FIF00>Q RD SUIT L DRAMNG NUMBEIt PHONE (53) 726-1138 IOPT msvMUL " SDZT ROM CODS AD-HR-0005 66 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO — HINGED RAFTER WITH #8 X 4' SCREWS, 6.1/2' O.C. MAX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/16' X 1 1/2R X 16 GA. STAPLES INTO EACH 15' O.C. RAFTER 'AND 3 1/2' O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNOFRIAYMT AND SHNGUS. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL WINDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. • — CRC - 167.01 - 167.02 PW APPROVAL' DAPA1 APPROVAL - APPROVED BY Revised 04 009.2006 John C. Dosjwl. F.E. r xRAL KNKR N74INC. .'X2. Eng4IP1dring, 1FIC caatRlnnlAln s.r su.u.aos JACOBSEN HOMES P.O. BOX FLORIDA SAFETYHARBOR,26-1131G95 PHONE (727) 726-1138 NOTICE: DMac OMIL. IMINEIART. M iA i AMO 0FAC 1 O ORAL Or W108A15 AT JI ARE WMAID ID TIE lu 4101 tWATUMvm AtC=A AND p M lar,wra Mq 1TW1II!MYTUTC lair, ONANNI AAo 1T0[T FOI DIIFlA MUM SIT: O.A. PAIL 06-06-06 RLY, ILilm DRAWING ➢IIL• PEAK INSTALUIRON DETARS DRATNGrAIEBER AD-HR-0006 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) CRIMP SEAL (3150i WORKING LOAD) < o CA TYPICAL TIE -DOWN 'gy TYPE 1.,FINISHSTEEL B, W G• GRADE 1 STEEL STRAPPING c ./ 1 1/4' WIDE k 0.035 IN THICKNESS, CERTIFIED BY / A REGISTERED PROFESSIONAL IN ENGINEER OR ARCHITECT AS DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD O SPECIFICATION D3953-91, O STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. RADIUS CLIP ANCHORING EO IPMENT CAPABLE OF RESISTING THE WORKING LOAD RECUIRED ON THE TIE -DOWN SPACING TABLES (SET_ OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CLIP BY PLACING A STRAIGHT Y LENGTH OF 1 1/4" X 0.W TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BERD04G TO FORM THE CONFIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET *ON TOP F' THE RADIUS CUP. C. C ON TES krn \.^°. ri0. _O _• _ 1. ALL VERTICAL 11E-DOWN STRAPS, DIAGONAL FRAME T• ENE870357 - ROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL __ _ = re-, BY AND INSTALLED BY OTHERS- ON SITE. T; F r Q: .Uft1 ) 5 19 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING y�0�;•../y��y_(n7 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- % Kf` ' �J A`-?'•\ INC 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS Os'�IlALj11EN`��T rluMfOrR ID'AO WHERE THE ANCHORING SYSTEM REQUIRES THE USE MOOR BRA AND TE-DOW11 OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DENFES ARE COINED BY OTHUIS JACOBSEN HOMES Nonce °'' C.L.Y. - 5-31-95 - - - MZ 9SBIL17O13 AND DRArNf3 ARE MMaKu. PROPBRART, MO mCiQ11RN. DRAWING O1li ma P.O. Box J6B WHIMS. O' AIC�I YNIIFACTIDND ALT. TIE -DOWN APPL. RIL 9A1 YAITAYLS IA POD,® 10 M SAFETY HARBOR, F1.01 31695 AEO'011 rw 9 I i"m ANI Mat WE DRAWING NUMBER: PHONE (613) 726-1138 RD•1 m 11& M 9CGCT M 011M AD-TD-0200 16 65 PORCH ANCHORING DOUBLE HEADED 3,1! NOTES: 1. SEE SET-UP MANUAL Ala ADDINOIAI FOR WUCABLE BLODONG CALCS.' 'T• IA" X .035" TIE -DOWN STRAP IOUS AROUND STRAP FLOCKS. MNDZONE ID EXPOSURE C (110 MPH) 20 PSF ROOF 10 PSF D.L. CwR— ro8fa 7 �1 INC. D HOME .TY STANDARDS NOTICE .. "..".. JACOBSEN HOMES ncsc scmumYs Arco DY.wws AMM•T. 12-13-03 OYONAL FROPREtARY. AIR) CMFMDM DRAWING nu-. P.Q BOX 368 YARWNS OF A140W MANI'ACUIRl(I PORCH ANCHORING Ai W 2" ITRA1S ART FRV.® TO THE SAFETY HARBOR. FLCRIDA 34695 WOW FOR EE6Y PJFM NO "I HE DRAWING MI1�R PHONE (727) gas-n3e ant ormYnu NO aa+`-' r� aooa AD—TD-0112 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USNG THE — 6 FASTENER' METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS INSTALL FIRST LAYER OF 151 FELT TO ROOF NTH A 6' MOL WIDTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR E)OSTNG FELT AS SHOWN. TM fM1 OR/f� /1[ ILNM1 [f Tl1 SHINGLE INSTALLATION UNDERLAYMENT INSTALLATION INSTALL TOP LAYER OF 15/ FELT TO ROOF NTH A 6' MN. WOTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/Olt EXISTING FELT AS SHOW BY AUG 0 t INC. NOTICE Hxuw Br: DATE i¢r. tti ieN: JACOBSEN HOMES =,w=ttw%wA=: M.T. 7-28-04 aaM FRD<1Y:m ANDmACTJM DIGRNGnne: _ „ W- s"S or J1LLB5FN YAIAiAtfINMi 4wQE/U1aERlAYMfEtiT INSTALLATION P.O. HARBOR, AIG of n mu gon R M NO Es W m SAf PH E(727 FLORIDAO6-fI38 6s5 RDPON WIR S SMFMM OWM DRAnxD xureER: AD-HR-0007 PHONE (1n) n6-n3e art cmmk m xacM ttoi ow6. 64 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN TO FLOOR FRUWG MIMER W/ STAPLE OR NAL BANDING STRAP i)RAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE OUTLET. MNFNE THIS GRADE CAN NOT BE ACFDEVED, NOT LESS 1HAN 1/8' DDT MAY BE USED WO A FULL SIZE QEANOUT 5 INSTALLED AT THE UPPER END. 1. VIEW OF DRAIN WING 1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48` O.C. MAX. SUPPORT SPACING. NOTIC@ DRAW BT. CATE• MY. LETTER JACOBSEN HOMES DEB SRaXA OR AnOUM6AfE R.R. 7-17-97 MA 1 WIGI/l FROFI:IAAT, A10 W/DdTLR DRAWING TITLE: wIDRALS OF Aid AN¢ 4CIURRC P.D. . sRe M SOON w� „E � W 6E PLUMBING SUPPORT SAFETY NAABGRFLORIDA 34693 ATVUIF FOR R ATI I NO RNA. R DRAINING NUMBER: PHONE (513) 726-1138 Imp! WI1WUNY. N6100110"1 OIHDS AO-PL-0001 CELING WAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPUCARON) �( (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS T. 4AORD AN0406 TO BE RATID FES AN WOMATE LOAD OF 47251 [3150 DESIGN LOAD] (SEE AD-TD-ODOI [TD-GMR/l NOTES) FOR NOTES ON G2WID ANCHOR FSTHUTION.) 2. INSTALL A PER AT EACH ETD 7 THE SNF/RFM1 JOISTS (PER THE ABOVE DETALS)_ 1 NIFN S EARWAL 45 LOCATED ABOVE A SOLD HEADER (FULL HECHT CROSS-MOHA) NO t TIE—( OR PEAS AREREOWRD (AIL 91MWALL CONFIGURATIONS, Aft ZONES AND ALL 4. TE-DO'AN STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CGSIGERATIONS S CEILING SHOWN CATHEDRAL OR SLOPED, MT CEILING MAY BE USED. 5. FULL WIDTH SHE"ALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER. ANY LENGTH OR COF6TGRAnoN SHEARWWJL MAY BE USED. 7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .0357 TE-DOWN STRAP CONTINUOUS AROUND JOISTS John C. Doeden, P.E 15133 C. R. 22 Goshen,IN 46526 WN IS A TRIPLE WIDE R97M I APPLICABLE TO STANDARD ILL WIDE TRUSSES. JD VIEW X .035' TIE -DOWN STRAP UOUS AROUND JOISTS NOTE. AM APPLICABLE TO 'SUP SDE MARRIAGE WALLS WHEN AT LEAST 2 STANDARD VERTICAL TES ARE INSTALLED. (I EACH SIDE ADJACENT TO SHEARWALL LOCATION) APPROVED BY 5 ON pl' FMIORL WRLitWIRR ooaTWAT mwmm JACOBSEN HOMESj�SKCV"IX3HSAHDNAWICSAFE P.O. BOX 36B NC77CG DIOWIAL PROPIg1ARY, AlD EGNELIONVJ. YAlEWYS JAOWSEN YNAIFACV"C BY: R.R. DATE 4-09-96 REV. LETTER DRAWNGHL S/W CONFIG. TIE —DOWN SAFETY HARBOR. ARC RICH UATOtlWi ARE PROVIDED TO ra IaCPpT�F�.. M DRAWING NUMBER: PHONE (B ) 72610;�4695 IRISTITa WT AD—TD-011) 18 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / EfLNG YAY BE FIAT OR SLOPED NOTES, z T 1G 1. 010" mocits 10 BE RATED FOR AN UTLAIE LOAo OF ATTs, E3150 oE9ol Lola) (SEE AD-M-0001 (10-GENERAL MOTES) FOR ROTS G ON O N3 ANDIOT RLt4U11R1) L B:SIASL A PER AT EAMI ENO OF THE SNFARRALL ARTS (PER TIC ABCLE DETAILS). 3. IOEN 9EARRAL IS L=TTD ABOVE A SOD IEADER (RILL TEN CROSS-uDIyR) NO TE-o0W4 STRAPS OR PIERS ARE REGALED (ALL SKARMALL DOhh14PATIMS ALL 20:6 AND ALL DPfNiES), /. TE-DON'•F STRAP REOUIRCD AT EACH END OF JOISTS, ALL DB- AM CONFIGURATIONS. 5. COLIC SHOKN FUT -OPT A CATPLORAL OR SLOPED CEILING LIAT BE USED. r, 6. MILL MDTH 91EARWALDS ARE SHOMI N THE DEIAL•ABOK. HDwvM ANY LENGTH OR COI6ICURAT04 SHEARWALL MAY BE USED. END VIEW 350 PLF YAXARIH SHEARWALL DESIGN VALUE (PE; WALL) 1 1/1• R .035' iL--GOKN STRAP cOI:11.NUCJs ARCJW JOISTS. rev N7".'o'AL. • •' '. 2 5 Ci.,'., i ,•`• tom: iYAArAipuuln�m °LTT` NOTICE CRAYN BY: JACOBSEN HOMES camEarcADoaAwxuwxcs RE R.R OA. AL PRDPR[TANT, AD 2A19CkrG DRAWN, nTLE: Mir P.O. BO% 36B MATFRAIs tF JACOBSDi LIAwACTVR;Nc DBE. S W SAFETY HARBOR, FLORIDA 3I695 Rcr SIT 101R Y 0. S AW Y l ff DRAWN' HUMKR: PHONE (513) 726-1138 DPT omvwNI AID SCQCt raw orms. DE VIEW %.OW 71E-DONN STRAP JGJS WAIN I MES. [APPROVED BY 'If 0 00or I C. oxw�.AnAr..*. r1 cxwaaNCxIP•I�wAA.e 2-6-96 CONFlG. TIE —DOWN AD—TD-0110 OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILINGS) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. NOTES: Fin MAE I INC. JACOBSEN HOMES NOTICE 1NF:SE sPEoifC,N,O CF'DRATDxs ARE UAW tlT: UAL 2 M.T. 3-JD-DS REV. ILITEO ORIGINAL PpWRETARY. AND COWIOEMI Al WAWA TITLE: [ w P.O. BOX 368 UATEWALS OF JACDBSEM UANIFACTURM ND SUM IuIMALS W FROMBED TO THE OPEN PORCH RAILING(S) _ SAFETY HARBOR. FLORIDA 34695 IEMPEIR FOR SPENX FUBMSS AND 1ABTB DHAMNC WNW: PHONE (727) 726-113B IOP1 CO PMRAL AND SEDRET PRIM OTTERS AD—PO-0001 62 19 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 41 VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE FOR ROOF DECIONG DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFNC DETAILS SEE AD-PR-7002 SEE AD-PR-7008 SHIP P THIS SEC. L 00 SE (SITE WSTALLED) T ---------- -- c FOR OVERHANGS / ER ; 7 FACTORY ITNSSTALLED RAFTERS (CENSECTION) REMOVE ALL FACTORY INSTALLED � FOR ROOF VENTING BOTH FACTORY J POLYVINYL BEFORE INSTAWNG THE AND ON SITE SEE AD-PR-7005 k 7006 ON SITE PITCHED ROOF RAFTERS NOTES: CENTER SECTION OF TRIPLE WIDE ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS "a PEA3ffSNEIAMALL5 aC-com 1m0m CC" go u two tam Evim r T40 Pmi gwt LLs (AL ONAIT q m 01K nu a ulb 1m ROTE I sit NOTE 1" �2P NOR T ' 5M NOR IA-- Qza NGTis 2 AND 1 Q Q sE NOW 2 AND 1 Q TYPI \L TRIPLE WIDE HOME PER PcQb ►a Iwo toRQb Pm ilmla REF. PG. IW-07-0011 WITF .SITE INSTALLED PITCHED TMS LOGS THIS WATION TRW LOCATNTN TTas LWATIQI FOR FASTENING C ATER SECTION RAFTERS FIGURE 8,0 FIGURE 8.1 APPROVED BY Revised wo Oct tI25,2007 NC. FEDEM EIMUFACNRED HOME CONSTF4ICUDNAND SAFETY STANDAMS NOnC@ DRANK BT: UAR; REV. LLI ILK: JACOBSEN HOMES nmsK rA=aAMDRANmRARE O.A. to-z4-o7 MONA4 PROPRIETARY. AND cwm nx DRANING TITLE: . P.O. DOX 368 t TMMS OF JAMERN MANOFACUJIM ON SITE PITCHED ROOF DETAILS lIG SUCII YARMAIs ARE PR ymm m THE SAFETY HARBOR, FLORIDA 34695 RE MT mR SWX RAPW AID WO HE ORAWNG NU48ER: Lli PHONE (727) 726-1138 KEPT OpD$tI UL AND MM FROM OTHERS AD-PR-7001 10 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO ALL SHEARWALL CONFIGURATIONS. ALL ZONES. -AND ALL °LF VALUES. T. W-ClasS PIUM a D IX P= TK-1011 sates PAT Q Lamm IN um of RL Aunt stml AB05E 01ai k7sTtm Ai m s E WAG w Imlu �� � AOTRIS D1 QaCW "Jim Perm iOF IX5(N LMA L HnA L A TEE AT &ol DO OF TTIE 3" 4L AOaR frER TK MOW ?acCTA{]} a Mqj= AT COO 00 OF &515 RCaAIUM a wll 7E awpw htOAW¢NTS) 1 T11101 SILMFWL S LaCAT W AaQX A SMO KA[a161AL 10017 Ou>s-Va" no TIE-DOr SiWs a A1W ATs RLQ4lFa (ALL XWSAL MeaRA 09% All UrdS MO ACL Xwkawn:} JACOBSEN HOMES P.o_ Tsox 3aa SAFETY HAROM PLORaA 31603 Al PHONE (727) 72a-1138 910334 1 -o . STATF- Cw BY FEB 10 2UD0 INC. -O2-Ot-00 :/PIER REQ. B AD-TO-100 20 61 ADDENDUM $%� NORMAL TIO-DOWN SPAdINO TABLES �`� pp�sl ZONE 11 & III/EXP. d & D LONGITUDINAL TIE -DOWN SPACING TABLE *4o ZONE 0 "o ZONE IA ,yIul,(E• IH Ek EA g6ff 1L1. ° It 6 B 12�-D' 2 53' 3 40' 13-e 3 37' 3 46' 15-4� 3 46 4 40' VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACING TABLE k FLOOR jyD1N VAX. EAVE OVERHANG D ZONE 0 ft ZONE p LAX wn ifl0W1 AIpF . SPA*1EWa1T VAX au+ AV(aoR AI10E• 1Y-0' 6' EACH SIDE 5-4' 1 72' 35' 10 40' 54 . 3r 45' IS-4' 6' EACH SIDE 5'-4' 60' S' TO 40' 5-4' 42' 4Y 154 6' EACH SIDE 5'-4' 8P 40' 5-4- of 451 a a LONGITUDINAL TIE -DOWN IPACING TABLE SIN JFLinTM ZONE 0 W ZONE 10 EA EXIT or• SECTION FA YCI WI B E EEp OE G YC13d1 (D1 6 3 44' 4 40' 13-4' 3 52' 4 45' 15'-4' 4 44' 4 56' VORTICAL TIB—DOWN / FRAME TIE —DOWN $PACING TABLE) k FLOOR *01H 4Ax EAVE OVERHANGROOM No ZONE 1 #0 ZONE III !PA* VIE'X PIE W°1°R �°E' 9,A* 4 AIOD1 A O 12'-Ir 6 EACH SIDE 4'-0' L 72• 5T 4'-0` 340 40' TO 45' 13'-4' IT EACH SIDE 4'-0' 72' 41P -0' 36' 40' TO 45' 15-4' 6' EACH SIDE 4'-0' 60' 4D' 4'-0' 42' 47 10 4Y • NOTE: (♦HEN ANCHOR ANGLE FROV VERTICAL CANNOT BE ACHIEVED. ADD APPROVED STABILIZER PLATE. SEE NOTE 15 FOR HOMES SET IN FLORIDA R CALM '�a,- •A ,,^^mo'. 1. SEE FILL AOOE4O* FOR ADDITIONAL RE00 1,INTS 2 TARE BASEO Ill ANu1aN (IplElp LGAO Or 11501 Alp DIAGONAL TIE 10 DPMrE LEAK 1 (VAX EAVE OM ANG REPS% To 01ERHANG AT 5OE*kl NOT FRONT OR REAR .. A•�-Bp�O-�y��(��TARES APPLY TO 144' 160', AND 16•' FLOOR 1p� 96 I J2' I-6LAy SPAOAG. LOB' VARVLL SOE(NALL MINT AND C MON SCE OVERHANG (6. OVD6IANG (IIAX EACH SEE OF UST), S S7AERm SET PLATS Eld A.� HIRE l5C OF E� VARC 2ANO °209. E9�69ALANDM + .• ti.� '�' '. '� y S: •'. ��:. �.. _.: }., -r DMA APPROVAL APPROVED BY Mar 25 ,2006 INC. .ru�w wu,.rn DHOW 'R1C1°"'"0 S"'r`'srumnms - •' �,�EhC•••;`L r;�1'vQ; �� JACOBSEN HOMED P•0. BOz 366 S PHONE 7) 72WA 3865 HE TIaSi yE(ifATlpl{S 1R0pmWMrs ARL �y�y, NOonoy krx yA oeinAtSar+lraegp xv �uK yp Y uc 9ROMYp� 10 na ftN6In AA0B'WGW R WAWUH ID,III,T, °A�' 12-11-07 �``LETTOt dEA G nnE: NOR!rf SPACING TABLES c AD-TD-0087 ROOF TO ROOF ATTACHMENT SECURE STE INSTALLED ROOF DECMNG SITE INSTALLED 7/16- MIN, ROOF WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED WTH 7/16' X 1 1/2' (12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. VAX. TO EACH 16' O.C. RAFTER, I EACH 16' QC. RAFTER. SEE DETAIL 'A' /' SEE NOTE p1 11' MIN 9TE INSTALLED YA DECION i OVERLAP 1, FACTORY INSTALLED ROOF DECMNG' \\ SITE NWTRAPIER i0 ' ALIGN SITE FFA :EO ACTORY INSTA. IL RAFTER BELOW. SEE NOTE 12 BE RIDGE BEAMSjKI IV MIN. NOTE /4) RX CROSS-SECTION REF. PG. RC-07-OD44 FACTORY INSTALLED RAFTER (CENTER SECTION) A2EXPOSURES (110 MPH) III PSF ROOF 10 PSF D.L. NDS01 " C-FS3.88.01 NOTES, BROKER APPROVAL DAPM APPROVAL: I. SECURE EACH 16' O.C. RAPIER TO RAIL BELOW WIN 2 X 4 1/2' SCREWS AT EACH RAFTER END, SITE APPROVED BY NST ALLEp PITCHED RAFTER TO ALIGN 1R7H FACTORY INSTALLED RAFTER. (EA. SCREIY TO HAVE 1 I/4' PENETRATION MILL) ow 2- ATTACH MATE LEE RAFTER RAILS (OR RIDGE BEAMS) WITH J17R 09,2006 010 X 4 1/2' SCREWS 9' QG MAX SPACNG. 1 SEE AD-FA-0020 FOR GAP TREATMENT BE7PA004 SECTIONS, John C. , PC, reoF.ur.Huc.auu/xanev K2 EOQIROBrkV, Inc. C06S1116C mMOO WITV 51wmDs JACOBSEN HOMES THESE swGf°oa�w`lcfte ME a+AEx6a O.A °ATE' 05-02-06 �'�77°° ua.,r_ re.n..., .e wrr6�.va DRAr10 TITW P.Q Box 366 WWUn 6 ANaR) rwAlAclure /-j Nc RR HAMM mg PROICFO A M ROOF I ROOF ATTACHMENT SAFETYPH NAA( R29-11RWA 3/695 nMM TO REOC NJ-= NI rat R DRAIlf, IIapER PHONE (727) T26-1136 Irn mn611a ro Tmv tool aaa AD-PR-7002 21 END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTIDOKER IT O.C. MAX. BETWEEN OUTLAOKERS 4 lyCC jai qa• J 2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED DN SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. 16' O.C. 2 X 6 OUTLOOKER IT D.C. MAIL BETWEEN OUTLOOIERS ALL OU7L00KERS SHOWN ARE 2 x 6 SPF 13 FLAT -2 X 4 NAILING BLOCK ON SITE) MININST (3)AL 31 X 3' NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND , MIN. (3) .131' X 3' NABS FASTENING FASCIA INTO END OF NAILING BLOCK SEE CHART FOR FASTENING OUTLOD(ER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGEM ER W/LON..131' X 3' NAILS OR MIN. 7/16' X 2 1/2' X 15 GA STAPLES 16' O.C. M MUM INTO TOP k BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUILOOKER J END ZONE ASSEMBLY \-- 2 X 6 OVERHANG FASCIA W/MK (5) 7/16' X 2 1/2' X 15 GA. NOTE STAPLES OR MIN. (3) .131' X- 3' NABS DIPPED ASSEMBLED FOR SITE INSTALLATION) �>x T BE � �m EACH (TYPICAL AT ALL CENTER BRACES) IN 71E DIDBDE PM FASTENER OM Hilo NDS01 SINGLE TRUSS ONLY RE0•D OUTSIDE OF 3 FL AREA EXTRA TRUSS WAY BE PLACID ON EITHER SIDE I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION TO BE DOURO. 2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD-PR-7002 TYP. OUTLOOIERR FASTENING: FASTENERS WARM. PLMEIRATEO: .131 PD RAIL 5 1 1/i 15 GA SUPIE 8 1' Is son 2 1' (M LIP) CUUM FASTDNERS WAY BE RBTRIED MWNDZONE III FRY mP am D00T IF PBEIRAROI ALL ENPOSURES 5 WANEAIDA (110 MPH) 20 PSF ROOF C-RC-197.01-197.02 r i� (a8" �, John C. DoEdeen, Pk. K2 EnginaeTing, Ina. APPROVED BY INAFeb 05,2008 IN,. FEDERAL W,115ACNREU MOPE COKSTROLDON = SAFETY STANWOS JACOBSEN HOMES NOTIOD DIM SPECM11F16 AMDMNN6 A� ODOW . FR fK M[ AN fLN10PNMt O.A. 1-29-OS• My. at Ruc DRAWING TIDE: P.O. BOX 358 s 15 tr AM LS All WANIFACnRRN6 INC.k Eu01 W1DW.S All FADYOFD 1D IE END ZONE RAFTER OVERHANG ASSEMBLY SAFETY HARBOR, FLORIDA 34695 R MPINT M19D]DO PjPE0 NO WEBS DRAWDO HU1E8'R PHONE (W) 726-1136 NOW Ommorm 010 sw NAOR onoa AD-PR-7003 TYPICAL SIDE ELEVATOR TYPICAL CROSS SECTION SHOWING TIEOOWNS R :? . ADDENDUM TIE -DOWN SYSTEM FIGURE 10.0 MOM AMU LR AVOID 9AB1® 16UIUD"AA00f WX7 VEIIICA FIGURE 10.1 SEE ROIL S R01 now N000 %WDZONE (I10 WPH) 10 PSF ROOF 10 PSI• D.L. NOTES: I. SEE AO-m-0LES F01 9'AW(IYABIES Z SEE AD-m-00115 FOR QINeR K L0bD10Al X-OUW SMAPS REO UED, . ✓ APPROVED BY . G �P : 3. SEE ODER BURRS FOR InAwc (PER) OUANn1Y AND am REOUREYOIfi' RD. C-0 .5 .: +• 4. SEE FULL. A00001Y FW ADWIONAI REOW@IONRNPDeo 13,2006 S ZONE 2/DPa9RE-t: 4P WAMN HEIGHT ZONE 2/ETPOSUE T. 2S WAX "NOW fJ�: • a ALL SPECIFICATIONS ATIONS ABASED ON W ROOF ANQE MAX AM We �' �(�1 ••• tt%P?^' �I 91EWIL NEWT. yam• �I�'%V11�CF�....••'�,.__,ti .. . JACOBSEN HOMES �O DA:s sF Ai0 RWAA6 AAE R.R. wfi 11-28-06 REY TEETER DOWN. FRPW[DIRL w WFFQmFa WW OF MGDX OIIAIRAI DBE: FIGURES 1N)0 AND 10.1 P.aBOX 36e LIMFLI�[ LUIULMQ39711REWD1*11O 9RF W1D•"• AAL IAROlO m I[ rT-rnSAFEPH NE (727BOII. 726-11LORIDA 34695 PHONE Uz7) Yz6-H]B wl cv fF�C1sw Atl lOOFE � RVF oscRa>Ia NO tDE1 nRr o.a¢ pEA1N1, NA�It: i AD-TO-0086 22 59 ADDENDUM�� 108" HIGH SIDEWALL TIE —DOWN SPACING TABLES 5� ZONE II & III/EXP.. C k D 10• 0 LONGITUDINAL TIE —DOWN SPACING TABLE a (a' MIN. N1M1 ZONE 1 WND ZONE I6 V .FLOOR ' Imc °tt Axaae Imp. orc rapmR RY tY�TH D. ENl ([ A71pL u BD tF AXIEE FA. 4C1101 YK ® G3CID1 Y!l ° 2s-4' 2 s$ ] 4r lyo 62' ] 45' ` VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE - - LON. MAX YAro IONE 1 WINO ZONE B BOOR 1flDTH EAE OVEAIANG �AONG" pB, �,y LD,° AxDlax AIaE �ADNG °H'� AxaDl AxOE 6'-8' 3150/ 49' S'-4' 3I50 45 24'-0' 6'-8'_ 3150 49' S'=4' 31 45' LONGITUDINAL TIE —DOWN SPACING TABLE a � MIN. TIRB! ZONE 1 TiDpl ZONE W 1J F100R �. °TE AlloloR YN OR NnDe L+� N1DIH u Do c AXDF EA t10 a AXDF �O [k SDCIro1 n1 P u stt°w Xa s 23'-4' 3 48' 4 4S 24'-0' 3 50• 4 45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE ►ati ITAx 1Rro ZONE 1 WIND ZONE W Float WIDTH EAVE OVERHANG s4Aarc Ora. WA IWD ANJw AIDE mAnls umDa AxaF lob 2J'-4' 6' S'-4' 3154. 4T 4'-0' 71 43' 24'-0' 6' S-1' 31501 47 4'-0' 7150 4J' 108' MAX 9DEWALL HEIGHT NWOZONE R/10 - - (110 YPN) L - 20 PSF ROOF ' - - 10 PSF D.L. .- HET. CALLS ' - 'aa77711lPlrr�j• . NOTES: - . ....... ; t'�-0� ��.' O DAPN APPfiOYAL• 1. SEE FtRt ADODNIY FOR I0019oNAL REWIF/FIDS � ,M GQi APPROVED BY i SEE AD-70-QOf![ FOR Y+IAWN PIER HDOfIS R[gJ[tED FOR THE LU I>ec..1J,2006 � TABIAJ17E0 ABODE, y • �� :j STATE OF : N i � C sloautlwicAnwxo,E amwicrw Axosr[rtsuworws ''•� 4C•''•:�i0FS10�:•' G'j .. .: �4. oc• ��F JACOBSEN HOMES 1Hc¢s�rom„ial�aAND oAAmrsu�' 81 R.R °Ah n-2e—o6. Bev P.O. Box Jae 6i�011AL IRffW[IAxf. AIO WIRJILI wmxus a AYLa>al YMARACRIAIx; re >ua lamas Am IQ woicm m x . pUWIC BILL 108" HICK SIDEWNl SPACING TARES SAFETY HARBOR, FLORIDA 3I693 PxoxC <I:'>) 7=a-nJa mnu l!l34fk71�mlS WpyyR mi mnmaa nm smo ma oeaa . p1AYN0 MWBDt AD-TD-0065 ON SITE PITCHED ROOF DECHING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER TRIPLE YAK CENTER SECTION PEAK SITE p15TAL(ED DECKNG ON PIIDIED BOTH OUTSIDE SE�'C11�ONSCIION A(2 NLL NO BLOCKING ROriS OF 91EATIING) /_ SEAMS BETWEEN TRUSSES -SEE OTHER DETAILS lO SECURE TRIPLE WOE MARRIAGE LINESIZE 81STALLID PITCHED TRUSSES WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) INSTALLED DECKING TO HERE a YMND20NE OI ALL EXPOSURES (110 YFTI) 20 PSF ROOF 10 PSF D.L. NOTES: [Hat[tR APPRovAL' DAPu AwRovrA: 1. 1/8" MAXIMUM GAP AND 1/16' MINIMUM CAP BETWEEN DECMNG PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/18' APA RATED ROOF (24/0 W Revised SPAN RATEDON ) DECKING (EQUAL OR BETTER). JOhTI G. l:J: a�D. �::. Oct 29,2007 J. OTHER TRIPLE MADE SECTION (NOT SHOWN) WILL BE THE }(2�T1C�,oTL•:rTL:I�,liiC. I(�lf�. SAME DECKING PATTERN. rEoexra KRnuvuFMO xoMe 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 mxsrmlrnoNAND SAFETY STANDARDS GA. STAPLES AT 3' 0/C EDGES AND FIELD HOMES P.O. BOX ma ffin SAFETYHAR°OR >xE��A,� �� OdIiW. IxwaxYRa AND miXFNWL BAfeXuls 6 VZO11591 YAMTACN@C !t suol sAmaNs ARE vrOv®m nt uxAM tlr: O.A. UAW -'HEY. 10-24-07 LET":JACOBSEN H °RAMNG Il1lE: ON SITE PITCHED ROOF DECKING INST. FLORIDA 34695 PHONE (721) 726-1178 FM SWIC � B Ap � film DRAW AD—PR-7004 58 23 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS — (SEE AD-PR-7006 FOR QUANTITIES) SITE INSTALLED CENTER SECTION OF ROOF TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD-PR-7DO6 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION J / CEILING PANEL CENTER SECTION (FLAT MARRIAGE WALLS MARRIAGE WALLS TYPICAL SIDE ELEVATION SHOWING PE —DOWN SPACINGS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.0 TYPICAL CROSS SECTION FLAT CENTER SECTION Si01�'G¶�0""s TIP. Re�m61 'p g�ADEST@ 7! L YAIOIY 1601E SE`Imm mu A101W M6E� �°'"� r FIGURE 10.1 a 0 OF NEE a 20 PSF ROOF ,O PSF D.L EEF. DARES DAPIA APPROVAL' X,�f'•FF•,•,,,M . NOTES: NO=, EN aoTa✓�t0 IF �.�y PAPA APPwm_l APPROVED BY 1. SEE AO-ID-M FM FPAIM T� � � �G(pP � 1'; Fr• APPROVED BY Revised 2. SEE AD-TD-= FOR WANtt AE OF LONGIU TE WWPS -000 SREMARM O't25,2007 1 SEE OTHER DETAES FOR HIMO1G (PER) OUAN71TY AND OTHER RECANFO M •• C I s r N AIM. 4. SEE PAL AMMM FOR AMMON L REOIAPDKM .c S ZONE 2/DPOAEE *e: 35' WORM HOT R{ � INC.DERAL MANUFACTURED HOME rp ZONE etyyeQ ro•: •�i WV®EA1 F6OIT " •� u Q �•IN 1 � CONSTRUUION AND SAFETY STANDARDS Y`^`•^'a �••.••�ORKy •' 01 zuE 3�17PO5AEE YAX961AA 1601T �� C/ �•` �• e% FEDERALMANUFACTUREO HOME ZONE J/DP0911E V: 3Y YATEIARI MOGHT �.. ��f0 �� ;,�% CONSTRUCTILVi ANDSaRTYST l ARU; NOTICE ORANN • DATE: REV. LETTER: 6. ALL SPENMRON.4 ARE BASED ON 2P ROOF AmE YAx- .r s� 't ZII lo JACOBSEN HOMES 7!¢�9?EOFomsANDDRAYAtFSAE O.A. 10-24-07OIURIAL NtONdETARY. AW NNFXNNNLL FNAW= Ru JACOBSEN HOMES xoTx:E:' M.T. OATC 07-20-041Ev IEnERMATEAALS CF JAOXSEN NANIFACDXWIO SITE INSTALLED PITCHED RDOF VENTS TMFY AIW AK PO. BOX 368 DXM AATERA ,VIE PR%= m RE OBWN. PRWWARF. NO CM#MD AI ORAiiC i1RE:•SAFETY HARBOR, FLORIDA 34595 ARMaFOtV=MF=AW11516E DRAVANGNI"BER, P.O. BOX 366 MAiffCALS CF JAC°�N AAAFACRAM FIGURES 10.0 AND 10.1 ❑ PHONE (727) 726-1138 WIT CNEMnk AA SORT RM ODM AD—PR-7D05 ER: SXH MATERIALS M[ PFOM 10 THE SAFETY HARBOR FLORIDA 34695 RIPM FM 9mt FtFP ® AD M6F E iwv"m .. PHONE (727) 726-113B XBR mvDOMX AW SM FR E UNK IW AD—TD—OM 24 57 ADDENDUMG�RES 108" HIGH SMEWALL TIE -DOWN SPA ING TABLES 0 ZONE II & III/EXP. C & LONG IT INAL TIE -DOWN SPACING TABLE i (+' UK MIND ZONE I WIND ZONE IN FLOOR ITS OTT. ANOIOR WL OTY NIOgt �r �TM us OF E UE v glcoDl Iw L B gDOff EA 1eBON WL B 26'-8- 3 41 3 53' lYo 30'-8' 3 57 4 45' VERTICAL TIE —DOWN / FRAME TIE—DOWN1SPACING TABLE YIN. MAX. WIND ZONE I WAND ZONE M !PAOIG Lm A401OR RM SPACMLOAD NIDIGR ANGIE WIDTH OVERHANGOVERHANG 26'-8' 6' 6'-8' 31501 40'--50' S'-4' 31501 4T-50' 9-8' 6' 6'-8' 31501 40-50' 5-4' 31501 40'-50- LONGITU�INAL TIE —DOWN SPACING TABLE Nil. WIND ZONE 1 VMO ZONE II FLOOR OTT. EID ON ANCHOR NNLE WL OTT: FA OFO� NNQUE t S WIDTH SECTgI IWK IWL B SE EA SECTNN B 26'-8' 4 41' 4 5T 30'-8' 4 51' 4 70' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE UK MAX. WA zx I WIND ZONE N SPAM DEL HEA TOAD AMONR NNEE SPAM EEL WA LOID Awn AM2E FLOOR WIDTH EAVE OVERHANG 26'-8' 6' Y-4' 31501 40'-5(r ' 4'4 315DJ 1 40'-45' 30'-8' 6' 5'-4' 31501 1 4T-50' 4'-T 3150/ 1 40'-45' MNDZONE 11 (110 YPH) 20 PSF ROOF 10 PSF D.L. 01F. CALM ERG OW A9'RWAL NOTES: �. ,, " APPROVED BY FOR ADDITIONAL 1.�O;�p�t►Fltq�. SEE A00EM1REouAETHENTi � � :w ' No.0045484 2 SEE AD-TD-M FOR MAXII M PER HEIGHTS REO1DED FOR THE LOADS TABULATED A1NAE =*' ' ' INC. ��- rTFRED FEDERAL MANUFACTURED HOME,,''1 CONSTRUCTIONAND SAFETY SIMOAHUS JACOBSEN HOMES THESE 91XF=T'N'VMAIM AM MAW Or M.T. DAIS 07-20-04 REY.LLTTM DRAINC TITHE 108' HIGH SDEWALL SPAONG TABLES P.O. BOX 368 aAwN. rnonaETNTx AID mumNWAt MAM31XS W ACOM MA"ACRIFIM SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 TIC SUM NATIWALT ME 1WC1WM A 1W OODII 1a19EIVIC PIIEOES AIW SIR S MDT CO Mnk NO SET 1AM OHM DRAING NUMBER AD-TD-OD83 ROOF VENTING / / MARRIAGE WALLS I1P. Too $ R CUTOUTS FOR VDNLATOO mar !ICU" (SEE 001 RR IEOIOENENIS) �+� 100 SO. IN. CUTOUT VENT HOLES REQUIRED IN FLAT ROOF SECTION (1607 x SECTION LDNGIR CUTOUT MOM- 0 TO IT-V 1 15'-6' TO 31'-r 2 31'-r TO 46- 3 46-10- TO 6 -6 4 62-6 TO 68W 5 I I MAMAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED LOW VENT LOW VINT Y_ f •50 SO, IN, VENTS REOUIRED HIGH VENT IN SITE INSTALLED TRIESS SECTION i r_J -- CENTER LINE OF CENTER SECTION Ton ■ n anft WN I ML LOM NNE IDJ!'-r NOW 10( 1 mm M- m a-V 1 2 1LL 90E AW 3 TTASK �r Acc" 10 MOPMAS KM1s TIP. 50 S0 EL ROOF VENTS LOW VENT (SEE CHART FOR REORAREMENTS) LOW VENT / / MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. P O•. BY jug IQ INC. Nonce r!Tm or. wrL' wV.. uI arc JACOBSEN HOMES N[5[9SOF"wams eMEMSAR R.R. 01-22-04 OOPrK PAOPROAM'7, APO CoNWpY DRAWING TITLE: ElONAIS OF ACOOM YMfACIMMO _ AR Box RI at WT511p114�S,K FRNWm 10 M ROOF VENTING $AfE17 HARM FLORIDAORIDA 3N695 WXFW F019Wx PAR= Aral M6T R DRAWING NUIM PHONE (727) 726-I138 mT CWA Mtq AMo3rnIR nor 0Ta1S AD-PR-7D06 56 25 PITCHED ROOF EXTENDED VENTS ADDENDUM SITE INSTALLED TENT CAP OR SOLAR TUBE VENT CA( (OR SOLAR SITE INSTALLED REX DUCT (SEE DETAIL 'A) SITE INSTALLED CEN' ,SECTION OF ROOF SITE INSTALLED VENT CAP EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) LTIP. CONNECTION TO VENT FAN. SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND J' ABOVE ROOF) (SEE DETAIL 'B) FACTORY INSTALLED FLAT CENTER SECTION ;XHAUST DUCT SPLIT LND FASTENED TO ROOF PECKING OR BACKER NTH MIN. 4- BD NAILS N LIEU OF FASTENING DUCT TO VENT CAP. SITE INSTALLED FLEX DUCT �-SHEET METAL SCREW EX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. 2 SEE OTHER DETAILS FOR ROOF FLASHING INSTALLA71M 3, EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOE CUT N ROOF DECKING 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS 70 BE SPLICED WITH ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE 5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING T'�A�(SITE INSTALLED) —VENT PIPE (SITE INSTALLED) --COUPLER (SITE INSTALLED) 5 VENT PIPE (FACTORY INSTALLED) DETAIL 'B' BY JUN 10 INC. D HOME :tY STANDARDS JACOBSEN HOMES NAA� ��•� P. 9LHXYATpSNToTTce ANo DRAWINGS ARE R.R. 01-23-04 OMpML. NROR4:IARY. AID C04o01RAL DRAWING 1)TLE: MTERMS DF MC095EN MMITACIIRIC P.O. BOX 368 11C SVOI M1QAN5 AK FR0%XD D THE PITCHED ROOF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 RL6'UII rm 9[CNX WIPm No NMI H DRAWING NUMBER: PHONE (727) 726-1138 XOT mFWIMWAt No RDET FRW omm AD-PR-7007 ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG TIE -DOWN SPACINGS =- ►ale►7O195/1111 /1= pl0 1Fl,m all mom 5LE2 I_ OTYT =1011 O WIT I ' ^ 1" w '� FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: UIDNE((D c` L SEE AD-TD-MM FOR SPACING TABLES (OFFSET SECTION 0111.4 L SEE AD-m-0030 FOR OUANITT OF LONOIUOAL TIE -Dom STRAPS REO R,?m 1a (OFFSET SECTION ONLY) a * 3. SEE OTHER DETARS FOR BLOCKING (PIER) OUARDTY AND OINER REWMMENTS .E 4. SEE AD-1D-0001 FOR ADDITIONAL REOUIRELENTS, ri u Au-RrwN WAR V No. -'O. 910334 mee STATZ OF w N ,I wu 1A SEE 4''CLS, �G, SECTION MY is JACOBSEN HOMES ncsE VE0IXAT=5 AM DRAVXM ARE BT R.R. DAIL: 5-9-01 ORIGINAL FRDPRIETARW. AND WfMIIAL ORAIANG TIlM _ MATERAS OF ACMIDI MINA/AC06ND P.O. Box 368 M 9101 HAIDUS ARE PIPMDU) to ra T SAFETY HARBOR. FLORIDA 34695 RIMINI Fat VEOX PIM09:E AD WST H I DRAWING NDMDER; PHONE (727) 726-I136 aN EDRIpMU AND SEDRI IRDY DOEa - _ _ _ AD-TD-OM82 26 55 I ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ ffM SECTION) SHOWDTG TIE -DOWN SPACINGS ,RPM 'A197 '051- . „ .:w; N �• ' ,. .. FIGURE 11.0 SB& HM 1.O MR AInE618 HB-DOIIN M BOD iECTION(S) ff TIE MFF -91 ICI (DOWNS TV. R Xft 6 FOR MIT . Cgtl.S,yb. NDIDtWXIE 16•c1-14,a) S1Q Mom: I. SEE AD-TD-OOBO FOR SPAM TABLES (OFFSET SECTION 0101 2. SEE AD-TD-DDSD FOR QIMILTY OF LON07WIAL TE-DONI STRAPS REQUIRED. (OFFSET SECTION ONLY) 3. SEE OTTER DETAILS FOR BLDGWG (PER) DUMIRTY AND OTHER REOUL ers. 4 SEE NI-TU-COOT FOR ADDITIONAL REQ IRLEHTS. -4 MFLY TIP. (98:F, vel", — FIGURE 11.2 17,09 ION 1D®NIS 1�DDIIE YL9i0D Dop �i'J DAM APPROVAL: PPROVED BY JUN INC. 5. ZQE12/DPOSIRE V' 4f W WAI HEIGHT BIALI�i ULUFACTUflED HOME ZONE 2/LTPD6IFE V: 10' MAMMY Heaff-36' FOR IV- RUE MATS �40 (C••'•. "n � �1�;�' �/ •° AN SUETY'STANDARDS ZONE 3/DPOSNE'C': IIL' MATWLY HEIGHT �„�l�1................��*�` ZME 7/EIlPOGIE b': IC' MAXIMUM NOW ��� �Fn C• �L✓ �` NOTICE <<1:A PFA"' DATE • LEnu: JACOBSEN HOMES THEM 990 MS AM WAM165 AM M•T. s-8-oa A UMU. PRWWETARG AID CMEM L DRAYNM. TIRE /\ Morl WMM OF AWOBMN WMIFACRM FIG. 11.0, 11.1 & 11.2 A Dwrn P.O. BOX 368 ILIG SDUG WTBCALII AW FRCAM TD THE sArtPYEAR(H)FtaRw'�7+6ss r JVT OnDriAL AM am FII�DI DRAWING AD—TD-0081 SITE INSTALLED SHINGLE AND UNDERLAYMENT 15e FELT TO HAVE A 6' WIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS. FIELD INSTALLED 151 FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT WTH A 6' MITI OVERLAP AND A MIN. 6' WDIH OF ROOF CEMENT. 150 FELT ALSO CEMENTED WIN A 6' WOTH AROUND ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF. I FIELD INSTAILED ROOF SHFAIRRO (TYP•)J I V I _ C WDTH OF ROOF CEMENT WHEN ( ` OPTIONAL 15e FELT IS INSTALLM. I DPRGtAL IAIER tF tsF FELT l I I 1 CNE-PIECE SHINME UNDERLAYMENT ROF SHEARlIflG (TYP.) TICS ROW OF SHINGLES TO BE FIELD INSTAILED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST CWRSE OF FACTORY INSTALIE0 SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DEGLGIG FOR UNDERLAYMMT OVER LAP OF 6' MINIMUM. 1' LWNDZONE D (110 MPH) ALL EXPOSURES NOTES: _.__......_.._ 1. CEMENTING OF OPTIONAL Ise FELT IS NOT REOUIREO IN ANY AREA APPROVED BY EXCEPT V947E NOTED. Relsed Z. FASTENING OF OPTIONAL Tye FELT IS NOT REQUIRED. (FASTENERS APPIJED/,� �o AOct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES AM INSTALLED.) }01T:1 j-7Ffr:•.-ten• INC. 3.. SHINGLES INSTALLED PER NANIN'ACIURERS INSTALLATION INSTRUC110NS K2 ET19ifIF+:f'•l}jl Inc. `wmAitsNS fl SHOME ONLY MILLET SPECEDC APPLICATIONS ARE NOT COVERED. NOTICE MAIN �: DAIS REY. GETTER: JACOBSEN HOMES Tim wa DmAMMA.aNM O.A. 10-24-07 GRMUL RIa.TARC AIM mFwRnM. DRAM G RILE MAIM" ff .DCABSEN YgAEAC1IFEQ P.O. BOX 368 - GIG SUCH WATEma NEWQA®N M SITE INSTALLED 41OICIE AND IRDQCAYIEHT SAFETY HARBOR. 13)F72PoDA� 6s ol umsF�me IR�oG GtATNO TDYfEIE AO_PR-7008 5A TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF v ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. .IOS X 1 MINIMUM ROOFING NAILS OR .113' X Y MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA WITH ROOF— ING MASK (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. MATH NAILER FLANGE. SECURED 70 ROOF. ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. MATH 00770M Or FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED WITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. DARA APPROVAL- NOTES:1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1' X 16 GA. A ROVED BY STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). JU1A ITPINC. FE9E ALMANUFACTUREDHOME CON RWIIONANOSAFEIYSTANIAROS JACOBSEN HOMES NOTICE` ,K5ESa�,06A�IXM�ARE DRAWN BY: M.T. DATE• OZ-04-O4 REM. LEVER DRAWING TITLE oawN. PRIPRCMR[ AND LVMOOIRAI MATOMS OF JACOBSDI M.MXACRfW IYP. FLASHING INSTALLATION — P.O. BOX 368 NG 9AX1 MIIM.LS AK PROMS 10 BE DRAWING NUYBLR: AD-PR-7009 SAFETY HHARBOR; FLORIDA 695 PHONE ( I1 f�9�l c OS nu CODE no MOKI ADDENDUM �R�s S4� 111 11`� OFFSET UNIT TIE —DOWN SPACING TABLES ZONE_ H & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE r, MIL WIND ZONE u WIND ZONE N BOOR YN Oil: IWL O RM WIDTH FA ETD OF ANQE MEE EA ETD O O F mu FA sTS1011 YR a EA SECDON 16L e a � J O 12'-0' 3 4T 3 61' 13'-4' 2 54' 3 41' 15-4' 2 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIL MAX, WMD ZONE 1 WHO ZONE M SPAONG � man ANAE TAM MLL WA ARM AUE FLOOR W OVERHAND EAVE 12'-0' 12' 5'-0' 31501 40' 4'-T 31501 3T 13'-4' 123 5'-0' 31501 41' 4'-0' 3DDO1 40' 15'-4' 12' 5'-0' 31501 43' 4'-0' 3000j 42' LONGITUDINAL TIE -DOWN SPACING TABLE L� MR WIND ZONE 1 WO ZONE 11 (LOQ(( YFE alb. AmQE W. O. MINOR WIDTH EA END OF ANOE EA END O MCLE ANO.E �O �J EA. s<cna in a ON EA �Dn( (rL B 1-0' 4 45' 4 60' 114 3 45' 3 60' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE TEN. MAX. v" ZONE 1 WM ZONE M SPAOBG WA TOAD Aran ANTE SPAwG ML HEM Lw AM= ANEE FLOOR NOTH EAVE OVERHANG 12'-T 12' 4'-O' 31501 40' S-W 30001 N 13'-4' 12' 4'-0' 30651 41' S-0' 30001 39' 15-4' 12' 4'-0' 3001 43' s-o' 30DOI 41' O R6� _talcs, c-Ft, A6 .o1- 16.Iz now APPjtQYAEW �•...,, tEF. cam(c- a- 17.oq, - DOtG� sue+ T %• ®(/. 1..�SECDON WTH THE MARRIAGE LEE WALL EXIF781EIG BEYOND THE ODTDAL OF ,i`4CMr Ts THE ADL(CENT SECTON( Must BE TO DOM AT THE MARRIAGE MARRIAGE N ACOORDANFE ; • A cqr ; ti yr 1"f V V CD BY C'' IIRN THE TAMES ABOLE. THE 9DEWLL WE AND THE ADJAMRT SECiON(S) ARE TO E TO BOYN N ACCOROANLY W1H THE NUDIN. SPACING TAMES (SEE AD-M-MO . ,UN R N FOR ft-D' III IS-4- WOES, AND AD-TD-0070 FOR 15'-4' WDFS} = * 2 SEE AD-ID-M FOR ADDITIONAL FI M MIENTS. STA INC. i SEE TD-M FOR MAIOIRLI PEA 10IOFNT MIRED FOR THE LOADS TAMLAIFD '•. �ORIOP:•• Y4r,, LAUV116ACII11iID N1ME 4s JACOBSEN HOMES TESE mmm I•0511WOSTA•T• oA1E 6-8-04 RV . P.O. Box 36e D71avL vxwaYAm; AID DRAWING TITLE wTHmAs Ns JAIOB911 IIAIAI OFFSET SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (727) 725-1138 TIG SV01 wTwRs AIL m NaBIYRR4�CR14'6SO tlGWNG KIMM ICY MIN ND >aE1 AD-TD-0080 28 53 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FSPPAMM-M 2C TE-M TIE-001INSPAONO IE-OOP11 SPADING LE -DOWN SPACING 1' va7 PER AD-1D-0012 TABLE PER AIDTIT-0011 TABLE PER AD-TD-ODu TABLE PER 10-M-00I7 TABLE PER AD-TV-WR DALE MAX FIGURE 10.2 SEE MURE 20 FOR ALTERNATE TI&DOIIN MEFHOD TYPICAL. CROSS SECTION %OWNG TIEDOWNS TV. Ram 7SYSO SEE ROE 5 FOR YAXDIW IFgIT ANCHOR ANGLE 'N� AXOE M FROY 110 MPH) aNONE , ° FIGURE 10.3L "°Z°"E "' SEE MORE 7.0 FOR ALTERNATE M-DOIIN IaEEHOD 20 PSF ROOF 10 PSF D.L REF. CxQ L'N.f1- 9z, a! - 9a• (b . TTTTTEET„LR,AA,,,, BN TES 1. SEE AD-ID-0072 FOR SPACING TABLES AND NOTES 2 SEE AD-TD-0072 FOR OUANITY Q LaKiTUO& TIE -DOWN STRAPS REWIRED. I SEE OTHER DETAILS FOR BLOCKING (PER) ORANTITY AND OTHER REDUOEMENTS 4. SEE FULL ADDEMLIN FOR ADDITIONAL REOULREIFENTS. 5. ZONE 2/Dm aR1E'C: 56• MAXIMUM HEIGTT PINE 2/E7POANE ro': 56' YAXIIAM rEtatT ZONE 3/DPOSRk'C: 56• MAXIMUM HEIGHT PINE 3/DPOSARE V. 56• MAXIMUM HEIGHT ENf �` �i���' VP; G�STEq' ! :'Q/4 No. ��'••, : L 930334 �.� : •k •. '-N -� '• STATE CF W = %90�;••, / ,�P:•' 4A.. =�wvAlF.wwn �ii 4R' •• ALP:•• NV Z� S' •... �/ DAM MPROWA' APPROVED BY V 14 INC. A UI � JACOBSEN HOMES 1-1 „ P.O. Box 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE 7FESE 9'Ef91GRRK AND Mu ARE GRIMM. PROPRIETARY. AFo COFEDpIM1 YATFRA.S OP a4caaaD HAmFPAcnAm+c NC 9" YATE31AU ARE PROVIDED TO TIE REGENT FIR SPECIFIC MPMS W IAW BE ISPI cwworuL ANO swu FROM OHM Y.,T DATE 3-1-99Lip LETTEx ORAWWG TITLE: FIGURES 10.2 AND 10.3 DRAWING NUMBER AD-TD-0073 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: 1: FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2 VERTICAL RE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS 3, VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME RE-DCY•NS WHEN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W4E'4 ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE INSTALi'JT IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE %%L'ED BY OTHERS). S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMEHTS ARE TO BE SUPPLIED BY OTHERS 8 ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO Dam BEYOND THE DGERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EIIPOSED TO THE WEATHER SHALL BE PROTECTED VAIN A MIN. OF 0.30 07 OF ZINC CORING PER SQUARE FOOT OF STEEL. 8. DESIGN BASED ON 95 I/2• I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82• I -BEAM SPACING IS ACCEPTABLE FOR 10' WDE SECTIONS OF MULTI-IWDE UNITS W/ 90' SDEWAIL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH 1-BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AHD 16. 1O. FRAME IRE -DOWNS SHALL BE 'WRAPPED" AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAU WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIACONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLADON KID TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH. AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIDING FORCES 14. ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL DNGNEER OR ARCHITECT TO RE95T THESE SPECIFIED FORCES IN ACCORDANCE WTH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION 03593-91. STANDARD SPECIFICATION FOR STRAPPNG, FLAT STEEL AND SEALS IS. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES. IKS 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MA)UIUY OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REOUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH B IS ATTACHED (SEE NOTE 16)IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). a ALL FIDTURES (DETAILS) SHOWN IN THIS SECTION ARE TTPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK14G REQUIREMENTS, ALL BLOCKING DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL 20NES AND ALL EXPOSURES. NOTES, EHONFER A4�L14 IT"• „F,,,,, DARA APPROVAL• �� ' Op �G�STEgC�c�2 F0 ROVED BY - /a THESE NOTES AND DETAILS ARE APPLICABLE : Q No. ; FOR WIND ZONE 11 AND/OR WIND ZONE 111. THEY - r ENE8703571 7 AA1 1'5 TO ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE 'D'. SEE APPROPRIATE TABLES INC FOR SPECIFIC INFORMATION ON EACH. ? TATf iyA� 0,1;•. /ND1A�N�'�\��.`� NOFN[iTAUONq JACOBSEN HOMES N0710E 11111111E C.L.Y. IXE9: 9'EONGT AND DMMN6 ARE OMIXIN, DAk: REVlE17ER 5-19-95 uOull P.O. BOX 368 . T ��ff DRAMNG nllL• uA1OBAFs a YACW3N YAIARAeTuwxe 1D-GENERAL NOTES OEM„ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 M WOi M SY1e N AI�yV®A�o 1T q DRAMNG NUY9FR I�1 cwwlm MO YOST TRW 0T1FA6 AD-TD-0001 52 29 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE t (+ MIN. W14D ZONE II WIND ZONE III BOOR ux OFT. ANCHOR OltD ANCHOR \ WIDTH O EA END a ANGLE A. E O EA END OF ANGLE ANGLE �� O V FA YCiN)N WL A EA gC110N MIN. B 2'-0' 2 6' 2 45' 24'-0' 2 4 6' 2 60' 254 2 50' 3 38' 26'-8' 2 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE 0 WIND ZONE III SPAONG DEL HEAD LOAD ANCHOR ANGLE SPAONG D9. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH SAVE OVERHANG 20'-0' 12' 8'-0. 31501 40'-50' 6'-8' 31501 40'-50' 24'-O' 12' 8'-0' 31501 40'-50' 6'-B' 31508 40'-50' 25-4' 12" 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' 26'-8' 12* 8'-0' 31501 40'-50' 6'-8. 31501 49-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR y.O ANCHOR olr. ANCHOR ^r WIDTH A. D EA DID OF EA SEC A. ANGLE O EA SECTION YI11 B K ON FA SECTION MIN. 0 2'-0 2 0 2 24'-0" 2 7 0, 3 50' 50' 25'-4' 3 45' 3 60' 26'-B' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE D WIND ZONE IR SPACING DR_ HEA ANCHOR ANGLE SPACING DR. HEAD ANCHOR ANGLE FLOCK EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 5-4' 31501 40'-45' 4'-0 31501 40'-50' 24'-0• IV 54 3150rz 40'-50' 4'-0' 31501 40'-50' 254 12' 54 31501 40'-50' 4'-0' 31501 40'-50' 26'-B' 1 12' 54 31501 40'-50' ,%111nunF '-0' 31501 40'-50' 0 S N TE ENONEER` Q �.,, ��. •..:.... '.. DARR APPROVAL_ I. SEE AO-TD-OD01 FOR ADDITIONAL REWWEMENTS. �` �O r,��,\STEq• .C42'q e ND. o •. z APPROVED BY - l0011£OR MAXIMUM PIER HEIGHTS REOUDE➢ FOR THE LOADS 2. SEE D AD TABLILAT _ _ ENE8 5 IM Ae 90, ���9oF.:� �% N A INC '� D I A�G\� • 'c s�"A�..o�"�vxn1O`swoAw 16 JACOBSEN HOMES NOTICE THESE sPEonGRRws mD DRA"M ARE 'ULANIN .. C.L.Y. DATE: 5-30-95 REV. LETTER: DRAWING nRE' NORM. SPACING TABLES m P.O. BOX 368 ORMA. PROPUCTMI. AND CONFOXYM MATTNULS OF JACOBSEN MAN.TACWEDNG TO IHE SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 Uc =H MARRMI9 ME PROHfEB lfD f FOR s (= KIRPM MD MUST g I FEPT QwwOAL ND SECRET FRW OIIERi !HT DRAWING NUMBERL AD-TO-0010 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE ION. W ND ZONE 0 WIND ONE ICI jLDDR Ott. ANCHOR Im10tt ANCHOR v WIDTH A. EA Dm of ANQF EA DO ON ANGLE (; �O EA SECTION VOL a FA SECTION WE e 15-4' . 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE 0 WIND ZONE 10 FLOOR WIDTH EAVE OVERHANG SPACING DSL LOAD ANCHOR ANGLE SPACING ° WEAD ANCHOR ANGLE LOAD 154 V EACH SIDE 6'-10' 31501 40-46 5'-5 31501 1 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE it WIND Z014E III {� FLOOR ICE. E.O ANGLE A. T.O ANCHOR v WIDTH EA EEC Er D ANGLE EA. Da ON E D ANGLE ANGLE J QJ EA s3cnoN UDL e u s4cnav MON. e 15-4� 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE 0 WIND ZONE 10 FLOOR WIDTH EAVE OVERHANG SPACING DBL IC/D LOAD ANCHOR ANGLE SPACING D LA Axaw AxaE 6' EACH SIDE 4'-6' 3150p 42-50 4'-C 31501 44-50 VANDZONE IR (1l0 MPH) 20 PSF ROOF 10 PSF D1. REF. CALCS. (, hid q . ununn NOTES, END ru DAPLA APPROVAL:MM Oil US 1. SEE FULL ADDENDUM FOR ADOITICNµ RECUIREYENTS. G\STEgF •�( 2. SEE : N0. o •. APPROVED BY AD-TO-DO73 FOR NA)1LPJM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE ' 0- i 910334 •• 1 MAX EAVE OV0"G RDTRS 10 OVERHANG AT SCCNAIL NOT IRONY OR PEAR, '• •� OF P A. ABOVE TABLES APPLY TO 18C FLOOR N101H5 WITH 95 I!2' I -BEAN SPACING, 96' uANLRnI 90EWA11 HEIGHT STATE EV ; �'••• 4r . P •\�`� 'F4i INC. AND 6 MAXIMUM SIDE OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT), , D nuMJRx.rK+uaoror 0601np11O�iWp1� JACOBSEN HOMES NOTI ANL T1usE �EarlulroNs AND EHUTma AIE It BY: M.T. DATE: 2-8-99 REV. LETTER ® ,� P.O. BOX 368 CRIONAL PROPW(FART. AKD toEiDENRAL MAIER S a AACOOSE VNOIflJ:NRWG OHG sFw YAIDOPA6 ARC WOHLT[D TO DRAWING DINE: ' NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 DQ REm1D1T Fw SR41C F>S ursT WPI [wno[xRM AHO YaLI FROM 01NDIi DRAWNC NU1FB(R: AD-TO-0072 30 51 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGURE 20 FOR ALTERNATE 19-DOIN TO.THOD TYPICAL CROSS SECTION SNOWING TIEDOWNS m- now SYM-7 TN. AM21 �_ FIGURE 10.1 SEE FIGURE SO FOR 113MATE ns-ma METHOD NOTES: 1. SEE AD-10-0070 FOR SPACING TABLES 2 SEE AD-TD-WO FOR Q1AN ITY OF LORGIMIAL TE-DOWN STRAPS REQUIRED. S. SEE OTHER DETAILS FOR BLOORN' (PER) QUANTITY ARD OTRR RE1AAfEMENTS. 4. SEE FALL ADDENDUM FOR ADOIIIa11LL REQURELENTS S. ZDIEE 2AVOSURE V. 56- MOM MGM ZONE 2/Ea050RE d: 40' MAX= HEIGHT ZCrE 3/EXP09RE 'C': 56' MAIOMUM HEGHT ZONE 3/DFOSURE YY: 40' MA77MUM KOCHT JACOBSEN HOMES „ P.O. BOX 369 SAFETY HAMM FLOMDA 34695 PHONE (727) 726-1136 AM C F•v l , q 910334 y � oho .o =. STATE OF e��? AM . S¢ ROTE S FOR YA)01w1 wlaf MTNDZONE 10 (110 MPH) 20 PSF ROOF 10 PSF DL APPROVED BY NrNC. FFnFwiirwremco�a�[ mumc�o�wcs.rtrrs<M� im is 5 ?ODA M.T. 1 3-1-99 I ­..._ ..._ FIGURES 10.0 AND 10.1 1 AD-TD-0071 ADDENDUM�� ALTERNATE TIE -DOWN SPACING TABLES ZONE II & M/EXP. C tQ� LONGITUDINAL TIE -DOWN SPACING TABLE +1 mK WIND ZONE u WINO ZONE III L RM WHIN EkDo u AM FA B®aF �xa> �4 a sa�m MM, D Ek Smm MR.D ly 2 2 54' 3 40' �mo 24'-04W ' 2 54' 3 40' 214 2 50' 3 44 2V-H' 3 3ir 3 48' 3 4T 1 4 41' (SEE NOTE 04 FOR ANCHOR ANCO) r VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MK MAX. WHO ZONE II 1NBD ZONE 11 s � clam Swat mum � AHOIm L IqE WD77H EAVE OVERHANG 2S 4' 12' 5'-4' 31501 40'-45 6-4' 31501 35-40' 24'-0' 12' 54 3150i 40'-45' 5-4' 31501 N-C 25-4' 12' 54 31501 40'-45 64 31501. 3'-q 25-N' 12 5-4' 315DI 40'--45' S-4' 31MI 35 40' X-If 12' S' 3150 a-,W 1 54 3154 1 35-4T (SEE NOTE #4 FOR ANCFIOR ANGLES) C. DO� ?#.- S O��°®s 2 No 45484 m 0 iE i e O �, uTk _ 1 REF. CALC. am C-TD-215.01-215.20. NOTES. SIaEFA APPROVAL: DMA APPROVAL 1. SEE AD-V-0001 FOR hWl>ICK& REGIR0005. APPROVED BY 2 SEE AD-M-MI.1 RR MAWN PER HEIM13 ONO FOR THE LOADS Jtm 16,2009 TABULATED ABOVE M11 DEEM THIS PAM AFHMAIBE 10 DOUBE IDES ONLY. NIP INC. 1 T -O ON 4. aFFll AM01m AM9E 9NTAT1 DL TIE CHART ABDE£ dV010f BE AONEVFD, r[oFnx wosAcnuao rw�F meslwrcm�Am suEn STAlIWMS DISTAIM AN APPROVED START ERR PLATE JACOBSEN HOMES 1fE7 6PF�ii 1W DrN��A� mem Br: M.T. ATE 06-04-09 RM LEM DUNG ALTERNATE SPACING TAUB P.a Box 368 11NA1AEAF MAIMU wn wAff"w aA1 N — SAFELY ('6'tL F726-11 34695 mi P11mE4E (613) T26-n3e SM AI AS IN= NE cCs9OFMAMMAEWW I ME MpT Ca 0191ODHS19SMD WIN ME Ear mPwnw Ao ssr RAr w� MAW wAE7t AD-TD-0010.1 31 ADDENDUM TIE —DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS II' .� 1. � . II . II • .. II , Yµ I(1{Nrll/WIV 1/1WL f[It IYr •IJ-w�v uva .u. .v ... ..... ..w .-.. TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.0 SEE FIGURE 20 FOR ALTERNATE 72-W" YETROD FIGURE 1.1 SH FIGURR 5.0 FOR A3ER11ATE TIE-wu !awa..tt SEE NOR 5 FOR YAW W HOW NOTES' .TCQcOn,�ie EHONEER`O� �{ppqq 0 BY 1. SEE AD-TD-0010 FOR SPACING TABLES. G tY, \S E/IjF,O t:? .- : Q.` No. 7. SEE AD-TD-ODIO FCR OUAF61Y OF LONQIUIIAL TIE-DOM STRAPS REQURFD. ENE8703571 3. SEE OTHER DETAILS FOR BMW (PIER) QUANTITY AND OTHER REOURERDIM INC I 4. SEE AD-TD-0001 FOR ADDIT0N& REWROME NTS 5. ZONE 2/E7R05URE V: 60' YAMI NI HEIGHT 'd :• S i 1M SLIM ZONE 2/E7lPOSURE V.44' YANIRIY HEIGHT dT� 9Q'•, / -!Q'' �� ���. �i, REF. CALM ZONE 3/EWOSURE V. 40' NAWUY HEIGHT ZONE 3AVOSURE V. 35' YA%WY HEIGHT .A` •. p� _•••\ ��i,�t11sY�o'•' •• �,�`���� JACOBSEN HOMES N077CE.` TNESESPECMA1 GNODRAVOMARE OIN011 C.L.Y. DATE 3-27-95 PEV. IETIER: DRAWING TITLE FIGURES 1.0 AND 1.1 ■ a00NAL PROM7MY. AND EWIODITK MATERIALS OF ACOB9:N NANIFACRILwc P.0. BOX 368 SAFETYHARBOR. )FLOWD;� 695 INC. 9101 MATWALS ARE PROMDM TO M �FMIK Pm rNO � DRATNc NUMBER AD—TD-0011 ADDENDUM �1sUR�s NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MN WAND ZONE D WIND ZONE RI FLOOR YUL INa7H FNadt C� v WIDTH IDOTY.O U END OF A. D O U END OF ^ O U YC1107 YH. B K U SECTION Iml B K 30'-8' 3 40 3 15 a VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZlY4E 0 WIND ZONE ID FLOOR WIDTH EAVE OVMMG ML LEAD LOIN, A'IDpR mu SPACING DBL HEAD Alan MOLE LOAD 30'-8' 6' 6'-9' 31501 41-46 5'-5' 31501 1 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE MOIL WAND Z014E D WAND ZONE 01 FLOOR AV MR OTY.aR WH UDLF AaE UDDOF All ^ O U SECTION 1l B U SECTION Ot B 94 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE 0 VAND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DR. Fml LOAD A40101 mr SPAMO DB. LEAD ANCIR R ME Low 6' 4'-6' 31501 46-50 4'-O' 31501 49-52 VANOZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. RFr. CADS G „R - �/4.G�- 9¢• p,TT111II1t1YYY„ CITE ' qq EN DAPIA APPROVAL A nMUVf OS W 1. SEE FULL ADDENDUM FOR ADDITIONAL REOUWE1a:NTS No. Fo''•. ; APPROVED BY 2. SCE AD-7D-W71 FOR MAIM= PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE 9IO334 '• STATE OF :'� f AINC. ': /.� p : �. .: nNAuwwnuaoNN[ mTNAclaluoAULnLwaAN � JACOBSEN HOMES rag SFEON Tlc ¢'AN6 YMT1as ARE VA ^N eY: M T DATE 2-8-99 REV. LETTM ■ P.O. 368 DRaNAL fl10PWCIARr, ATm toilxNTA. uAT:RMLS OF A[OD9:N MApfAC1WN0 DRAWING TITLE: NORM. SPACING TABLES „ SAFETY HARBOR, iLORIDA ]/695 R. PHONE (727) 726-1138 K 9J01 R WE NAORO[010 D[ nRCEYJNt f[C0101�fYl��um YY✓s IPOY onCE e ORAMViG NUMB[A: AD-TO-0070 49 32 r SEE DETAIL V SEE DETAIL 'C' ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. DETAIL `A' STRAP BUCKLE WITH 31501 CAPACITY MINIMUM (DESIGN LOAD) FRAME TIE -DOWN STRAP SHALL COME OFF THE 'TOP' OF THE I -BEAM PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CUP (SEE AD-TO-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL `C' DETAIL `B' THIS TYPE OF PROTECTION MAY BE USED FOR PRO,TFGYFiN,tAT LONGITUDINAL TIE CONNECTIONS ALSO. NOTES: RF % DAM APPROVAL' No. O s APPROVED BY 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 EV AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET THE REQUIRED DESIGN LOAD OF 3150p MAY BE USED. ON 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % STATE OF ' WHERE THE ANCHORING SYSTEM REQUIRES THE USE y-p0�;•. / IA�7 00'r Alll n� - OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).%• Af` •., _ A m 11 MMUFACNRFD HOME ruETAAND OTHERS F V NOV 2 4 1998 JACOBSEN HOMES NOTICE lKsEsKmrADOaAImNMNNOSAAE DRA6N BY: M.T. DAIL• 11-18-98 REV. IEM: ^ DRAMNG TITLE: MISC. TIE -DOWN COGNAE "OF 41 ARt AND tquuwlYl WILT S N lAl'S YNAI �v{ P.O. BOX 365 ARE TO THG NC YAT00AL5 ARE P 10 11E IXiA1NNC NUYBER: AD-TD-0050 SAFETY HARBOR, FLORIDA 26-11 34695 PHONE (013) 726-1138 INI = IVY CV fW TK SECFE6 MVC VVSI [Pf COlDINRIi AMO AQEI DEAL GOERS ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION FIGURE 1.0 TYPICAL CROSS SECT10N SHOWING TIEDOWNS I I TV. fl00A mmm AMRE (0 mum 16) ATOM WE ISM NOTE R) FIGURE 1.1 (MSGN BASED ON 9511T HAY fFN1ER8 AND W HQI MA(IS) NOTESL L SEE AD-10-00.1 FOR SPACING TABUM 2- SEE AD-M-00.1 FOR OUNNY OF IOMGRUOIAL TIE -NO STRAPS REOI = 1 SEE OTHER DETAILS FOR 8.009110 (P88) QUANTITY AND OTHER REUUREMan 4. SEE AD-TD-0001 FM ADORIONAL REOIIOD1 DM 5. ME 2/0FOSURE'CI 670 9)0m HEIGHT ME 3/E1P05URE 'C. 56' YA RW NBdIT 6. MEN ANCHOR ANGLE SHOW ON AD-7D-0mO1 CANNOT BE AOOEVED, INSTALL AN APPROVED STAMM PLATE 6R: c e 66gA° C. DOp ��OENSF'�2 �OR1v IONAO 3E 601E 5 RA wx" NDOQ APPROVED BY PIN 16,2009 N C. ifDEW llAxaa DxoR 0YSIWLI mmilNttlTU s C-T6 215.01 - 215.20 JACOBSEN HOMES N0T= iMY swvIC ms mo DRA= d� M.T. - 06-04-09 - - - 9 OMOLALI�TARY,"FaDmDDML VATEIM OF LIo08518 MUDRACUM M moo TAIL. FIGURES 1.0 AND 1.1 P.D. BOX US SAFETYHARBOR, mC SM MAMM AK P== TO mwmrmBmAL DRAMIMO xllllt¢7! AD-TD-0011.1 (�813) 726-1136 AW Stlff1 MCYI 6D�s 48 33 ADDENDUM vlo�gss NORMAL TIE -DOWN SPACING TABLES 5�3�' & 13 ZONE II & III/EXP. C & D 1� LONGITUDINAL TIE -DOWN SPACING TABLE MIN. W)ND ZONE II 1NND ZONE III FLOOR WDTH YIN. Ott. EA OF Ex SECTION ANCHOR ANGLE UN. s UK oft EA OF EA SECTION ANCHOR ANANGLEU1� ulx A 12'-0' 2 43' 2 SS' �1 13'-4' 2 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 0 WIND ZONE III SPACING DE READ LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD µ[NOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 6-0' 31501 40'-50' 6'-8' 31501 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' 6'-8' 3150@ 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE � \ O �J ^Z1Q � MIN. WIND ZONE II W9ND ZONE III . R00R WIDTH N!L Ott. CA END 6 EA SECTION ANCHOR ANGLE YDL A YN Ott. EA END 6 FA gL110N ANCHOR ANGLE YDL B 12'-0' 2 64' 3 47' 41y�1 12'-0' 3 31' 4 33' 13'-4' 3 42' 3 55' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANCHOR ANGLE SPACING DEAL. HEAD LOAD ANCHOR ANGLE FLOOR IWDTH EAVE OVERHANG 12'-T 6' 54 3150E 4T-45' 4'-0' 315Oj 40'-50' 13'-4' 6' 5-4' 3150; 40'-50' 4'-0' 3150+�' 40'-50' NOTES SEE AD-TD-ODOI FOR ADDITIONAL REOUNEYENTS X SEE AO-TD-0013 FOR MAXIMUM PIER IEIGRHTS REQUIRED FOR THE LOADS ABOVE. 3. MAX HAVE OVERHANG REFERS 10 OVERHANG AT SDER41 NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS WITH 95 1/2' I -BEAM SPACING, 96' MA)1MUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT). FNONECRA`` Do f* `�:� Q�.•" \STD O(<`'i ENE8703571 '• =_ * STAT' F 9�I•, -,•��:'!'�'o1AN.• l��,�c ry� ,f''••...... 10G `" DAPA APPROVAL1. APPROVED BYE 19 1 5TABULATED N A INC awwaFeN,m JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 AA NOTICE A1u11111„�\" TIES" SPEd'IG1101S A10 DRAWN6 NE MOMAL PRmK7T , AND OMFOOITIAL MATERIALS OF MC08SEN UNUACIUONC HNC SITE MA7,2 S ARIL PRONEQ 10 TNC Flare" rm S-Eax RYaVSS AND MAST N IIPT cwwrN AXE SEERS mot onm d . C.L.Y. DATE 5-30-95 REV. LETTER: /A,, / \ AHT DRAWING TIU NORM. SPACING TABLES DRAWING NUMBER AD-TD-0012 �C�oRS R��� ADDENDUM �000 ALTERNATE TIE DOWN SYSTEM TYPICAL CROSS SECTION SHO'MNG TIEDOWNS ANOE ANGLE FIGURE 7.0 SEE FIGURE L3 FOR RECOM MED to -MIN OECD IMPORTANT NOTICE: SEE HDIC / FOR UA MAnlw HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS IM USING YEBB TIE-DDlN CONFIGURATION A STYLE CREST PRODUCES MODEL 573H (TYPE 2)L AUGER ANCHOR TM A DESIGN WAD (WORKING IDO) RATDTG OF 4,000 POUNDS AND AN LIMIT [DO RAIN OF 6,000 POUNDS MUST BE UM. IN EQURTIANT ANCHOR WFINC THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANOFALIUM MAT BE USED N LEEU OF THE STYLE CREST PRODUCTS ANCHOR I. SEE AD-TD-ODDI FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BLO09HG (PIER) OUANTITY AND OTHER REOAREMCMTS. I FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOWRE 'C: 38' MAXIMUM HEIGHT ZONE 21LWMRE D': 28' MAXNUM HEIGHT ZONE 3/E POSURE'C': 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE '0': 28' MAXWU HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES THE ALTERNATE TIE -DOWN MUM SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL WIND ZONES AND N B01H EXPOSURE 'C AND EXPOSURE V. HOWEVER. BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARO'I-BEAM THE MAX HEIGHT OFF IHE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOUR STfyF�' APPROVED BY ' = INARINC s jp cp,:...w� F1NO10 JACOBSEN HOMES tESE Mcarrwmrsem DRATYwitilH NL %vA . C.L.Y. MAIL 5-30-95 m'. M. 11. w AK 1NaI1AL. 1'R®IRIART." mM%01TAL DRAWING TIRE' /\ MATERIALS OF JACOBSEN MAIUFACIUNK /HV ®rd P.O. BOX 368 ING != H MATEON.S AAE PRpOED To IK FIG. SAFEPPHHONE (B )726-1138 695 ImcmwnFOR me1 MT�1� DRAWING NUMBER: AD-TD-0041 34 47 RE4� ADDENDUM �C�ogg ALTERNATE TIE DOTYN SPACING TABLES � 0 ZONE lI & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE yW ri;ND ZONE II ri1ND ZONE �I rx Dn. ANdCA uN. Dtt. AFxNDR FLOOR ` �DTM EA ENO (f ANOE EA FND OF AxgF �S v FA SECTION ua1 0 FA YEOON 1@L B 12'-0• 2 43' 2 55' I.) -4 2 50' 2 68' �tl 10 [� VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE MIN. NAX ri1ND ZONE B R1ND ZONE IO SPAONC � IFJa LOAD A4DMi ANGLE SPACING OE4. �� Eow ANCHOR AFAif FLOOR ri1DTN EAVE OVERHANG I2'-0" 6" 4'-0' 3750p 20' 4'-0• 39001 22' 13'-4" 6• 5'-4" 3850% 25' S'-4" 39601 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WND ZONE II WIND ZONE III �� YPI. On. [A END � ANDIOR ANGLE YOL Ott. EA. EMI 6 /NOIDR ANGLE \iY' �c-•� �` \ ri1DTM EA SECTION YOl B EA SECTION NOL B 12'-0• 2 64' 3 47' 12'-0• 3 37' 4 33' I3'-4• 4 30' 4 38' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAX RIND ZONE O RIND ZONE N �� Da. I¢ro ubtaR ANGLE SPACING �- IaAO Eaa µow ,� FLOOR YADIH EAVE OVERHANG LOAD 12'-D" 6" 4'-0' 39501 25' 2'-8" 3930P 20' 13'-4" 6" 9'-0" 39E01 25' 2'-8" 4m0'� 30' THIS ALTERNATE APPLICATION REQUIRES,,,,4,,000 POUND ANCHORS NOTPS• rHo`�a` T� pF�r,.,,� DANA MPROVAL• 1. 5¢ Ao-ID-000I FOR ADDInOtUL REOONEYENIi ? �O?r�G�STEf!Ac`OFi�/�'=, � No. APPROVED BY z SEE AD-To-oax; FOR uAmW PER NElatts Ittpll6D FOR n¢ EDAafi iA9lUlE0 ABOVE. . = � ENE8703571 • r� � � 1 MAX. EAVE OVERHANG REFERS TO OVERHANG AT 90ENALL NOT FRONT OR RFIR = I ^ E� I �J l ABOVE TABLES ARtT TO 160• FLOOR OR 114' FLOOR N0nt5 M1H 95 1/Z• t-EYA4 SPACING. 96• WJUYW 90EWA4E FQWNL AND 6' 4AIDAA1 SIDE ��0•'•, / 6 �i' q '•��� %,'r�c'•!uD �••'V��,�` � q,,p �`�"'�10'O1O tlwat�wc (6• ow6urtc WAX. FAER SIDE a uxn). •,,, Ss- 'r .. •• 6�����o• JACOBSEN HOMES Nonce •rrr nasEst[oTrA,Yxsumuurxa,v6 piRln OAtE 5-'30-95 REV. LETTER: DRAxNO ntlE• ALT. SPACING TABLES P.O. BOX J68 woxA,. PAONOEHRI; AM cwnatua °F'"�""•'"r"c""d1C /� j-� „ SAFETY HARBOR FLORIDA 34695 PHONE (813) 726-1138 PRMO TO THE @�61o�if lot 9i�mt R�rb� iuo um & 1®f N(DpML AND Yo3T RIM ooQS pRAMNG NUUDER AD-TD-0040 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS OFF URI FIGURE 1.2 sM P100Ra zo FOR dLTOtNIIB 11e-mm lMD TYPICAL CROSS SECTION SNOWING iIEDOWNS SEE NOTE S EDR twxw MxitT OF HEIGHT ZONE FIGURE 1.3 M PCBRa 20 FOR ALf0Wl7'B 7iH-m11a EO;ItIOD S1. SEE AD-70-0012 FOR SPACING TABLES AND NOTES a DrplCQ�i��i 2 SEE Ao-To-Dms FOR wum OF EaumuD,u nE-DaAEr STRAPS REauE+Ea S. SEE OTHER IS raft BZOODNG (PIER) auANntt AND OTHER REalEtFlrtTr75 OE'U� �• No. 6':. 4. SEE Ao-To-DDDt FOR Aw,naNALREauREUERTS a EN 870357 S. ZONE 2/ExPO511RE 'C: JD• YAxRUY IEICIIT , zaxE 2/EXPOSURE b': Ee' uAmuu ttEx9tT APPROVED BY� INP INC i mmwno+oarmwraq JACOBSEN HOMES q P.a Box 3se SAFETY HARBOR FLORIDA 31695 PHONE (Bta) 726-tt78 TNESE9�IGTd6woosiri��„ woxw LiZwYTARY. A10 txknNtYE M � � � ro M RFOPDIf FOR 94ax: tIR04S ND Fu6T f; FaPrwEca6aAND sxtTTRW 09ERS LT�``� C.L.Y. 5-19-95 DRAraic nTIF: FlGURES 1.2 AND 1.3 � L1:TTETt N DRAWINGrAlYBER AD-1D-0013 46 ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS o� a TE-oaNs FRAME PE15 IE-DOWI6 TI' I TE-DOWN SWING TIE -DM SPACING I TE-DOWH 9AO9C I 1E-DOIN SPAONG f ➢E-°INN SPAC`IS I 21' WAIL PER AD-TD-00 TABLE PER AD-TD-DOIO TABLE PER AD-TD•DCIO TABLE PER AD-TD-ODIO TABLE PER AD-11Fmm TABLE YR FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYPm . CROSS-SECTION(S) `,puuWlu I „n,,,,. NOTES, I. SEE AD-ro-Doi° FOR SPAOHG TABLES x SEE Ao-m-solo FOR au6n OF LONGn du TY-DOWN STRAPS REawED. J. SEE OTHER DETAILS FOR BLODfNG (PIER) QUANTITY AND OTHER REOUIREYENTS 4. SEE AD-ro-0001 FOR ADDITIONAL REOAIREUENTS. - STE.•�,SR • F F '•.'li . 7: •F� No. o -. ENE8703571 ': __ —• _ '' 0,,, ••.��� N :'��':� "JJnu 0o DMA APPROVAL APPROVED BY I 5 ITS 1� INC How wvNDAWn�o[ I' ,. JACOBSEN HOMES P.O. BOX 368 SAFETY PHONIE (°13) F7261 1139 695 NOTICE- ORAN TNEYSPEOI nLMSAMODMNRSAM OAWOMAL PAO°N HMV. Mu OO+fA tt& DRAWNG YATIAIALS OF JACOBYAWW N YACI"G o+G DM WCH MATUMS ARE PAIYD TO x ��nlM� r � AND� On DRAWING BY. C.L.Y. DATE: 5-19-95 REV. LETTER: n /HE TITLE: FIGURE 2.0 NUYBFR AD—TD-0014 ADDENDUM WPP ,we- TES .0s (w O F6' ALTERNATE TIE —DOWN SYSTEM TYP. CROSS SECTIONS) SHOWING TIEDOWNS FIGURE 6.0 SEE MORE 3.1 FOR ROAI MENDED TIE-DOTN METHOD SEE NOTE 5 FOR YAMIRAI HEIGHT I IN! W�_wmwomwlmmm P �-- AMOOI NONE — —• moo AMEF�Y FIGURE 6.1 SEE FIGURE 32 MR AEODIBENDED TIB-DOIN MOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THDOI USUIG THIS M-DOTN COATIGURA1Ofl A ST17E CR67 PRODUCTS MODEL 57SH (TYPE 2 AUGER ANCHOR TIIR A DESIGN TOAD (TORT LOAD) RITDIG OF 4,000 PCUNDS AND AN ULTDU7E LOAD RATING OF 6.000 POUNDS MUST BE USED. AN Hp A'RROR IOU.7U1G THE A80YE SPFCEICAM MADE BY ANOTHER WNUFACNRER WY RE USED IN LIEU OF THE SnIE CREST PRODUCTS ANCHOR NOTES, 1. SEE AD-M-D001 FOR ADDITIONAL REQUIREMENTS. x SEE OTHER DETAILS FOR BUOWNG (PIER) OJAN11TY AND OTHER REOUTRELENTS. 3. FOR FIGURE LO SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-OO20), 4. FOR FIGURE LI SEE NORMAL RE -DOWN SPACING TABLES (AD-TD-0010). (ALSO SEE AD-TD-0020 AN AD-111-0021) 5. ZONE 2/ETP09HRE 'C: 3Y YA7(DIUY HEIGHT ZONE 2/fJD'OSIRE b4 24' YAYOEN HEIGHT ZONE 3/EI<POBLIRE 'C.-24' UkUM HEIGHT ZONE 3/EUP097RE U': 28• UUUGM HEIGHT THE ALTERNATE ME -DOWN YEnODS SHORT ADM ARE ACCEPTABLE FOR USE N ALL IYO ZONES AND N BOTN E>PDSURE'C AND.EIPOWRE V. HOWEVER. BY INSTALLING THE FRARE TIE -DOWN STRAPS AT THE 'OUTBOARD' I-KAWI THE MAIL HEIGHT OFF THE GROUND 5 GEAAY R EMINFD. SEE OTHER DETAILS FOR THE RECOIOEHDED WETHODS FOR uGTURNG FRAME TIE -DOWNS No. STA In.IJ.4gd,.• . .ARM 1 5 INC NO11C@ "4, ' I' DRAW �• JACOBSEN HOMES THIN WCOMM NE AIM Du10 ARE"'„ ,NN,W11 C.L.Y. DATE- 5-30-95 REV. LETTER: oet PAwwE1AAr, AIQ mooanN DRAWING nRL• P.O. BOA 36B WAT00A1S DF ANxesJl uAxrAGnAawc FIG. 6.0 k 6.1 ,� AC 9XH MATERIALS AM PAMED TO M SAFETY NE (013 R26-11OPJDA 34695 , hoped FM 9M PMS= NO MST N DRANNG MIYBG! PHONE (BlJ)726-1138 WT OPIDIIIW NO S621 niam nui AD-TD-0033 1ka Ali ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE —DOWN INSTALLATION blETHODS TE-DOWN STRAP SEE OTHER DETAILS FOR TE-DOWN STRAP SPECFlCATONS SOLID HEWER (CROSSUET,BER) SIDE YEW SUE VIEW OF UAIN FiAu_ i APPROVED ANCHOR MLED To YAW 1-BEAU (SEE OTHER OEYAfS SEE AD-TD-020D FOR FOR WELDING) i0 BE INSTALLER RADUS CLIP DETAIS AT WC FACTORY. (REGLORfD INS LOCATMKN (UK 31501 WGRANG (DESIGN] LOAD Avg 47251 ULTUATE LOAD.) GROUND ANCHOR SEE OTHER DETAILS FOR SIZE, ANGLE AND OTHER INSTALLATION NOTES SEE W-75--0200 FRR RADIUS C18 DETAILS (REQUIRED THIS LOCATON� FIG URE 2.1 FRONT YIEN CUT INTO• •) WWER FOR STRAP ATTACHUDIT. • LUST BE LOCATED •BTHN 5' OF UAW 0 (FACTORY CUT) QN53 E-BGLL / SEE FOR CLIP RADIUS us a.w DETAILS f/ (REOLNED THIS LOCATON). 5 uAx TE-DOM SWAP sa, OTTER DETAILS FOR TIEE-ODriN' STRAP SPECIFICATIONS GROUND ANCHOR' SEE 07HEA DETAILS FOR SRE, ANGLE AND OTHER INSTALLATION NQ'S. ..... FIGURE 2.2 NOTES: - TiR APPROVAL,:,•,. DAPA APPROVAL' EN ES ^ram 3 1. SEE W-TD-OCIO FOR SPACING TABLES. ' iFp 2 SEE W-1D-00f0 FOR OUANITY Of LONCTU0IAL TIE -BOWL SWAFS REWAED. -0 •• rTAic. i:�:- .• .._'I 1 SEE OTHER DETAILS FOR BLOCKING (PER) WARM AND OFiER REOUREUFNTS.41 A. SEE AD-TD-0001 FOR WDTTiONAL REOUREYENii i� • .' J-. (,0.,. +; __ ANCHOR BRACKET AND TE-000 DEETEES ARE CERTIFIED By OTHERS Nomcm CRAYM BY. DA,L. REV. LE'TIER: JACOBSEN HOLIES t-mWEWHCATUdAnCRAIOLSUE C.L.Y. 6-13-95 QI AL FIL-WHAT. AN) CDMV : DRARIEC BELL �. P.D. BOX 358 NARRaaO' JACIMSTAI YANEACTLOW FIGURES 2.1 & 2.2 K SUCH UAHDTULS ME MY= TO THE SAFETY HARBOR, FLORIDA 3A695 Gn,011 Ea rm NiCa6 w MAY a OWING IUVBLk PHONE (813) 725-113B Wl Mn=O ja AO EMT NW OH . LSD-TD—OU15 w LONGITUDINAL STRAP ATTACHMENT TYPICAL TRAWL I -BEAM / TYPICAL LONGITUDINAL ANCHOR STRAP ` f (FIELD INSTALLED)4. // NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFES9ONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. CATOR BEAM CLAMP, MANUFACURED BY TIE -DOWN ENGINEERING, PART N 59011 (SEE MANUFACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLARO,N DETAILS) 2Y jljw S INC. NOTICE DRAWN BY: ' DATE: REV. LETTER: JACOBSEN HOMES THESE SPEancATwS AND DRARNGS ARE M.T. 6-12-01 OWNA1. PROPRIETARY, AND CMIRDEARAL DRAWING TITLE: . MATERIALS OF JACOBSEN MANUFACURIM LONGITUDINAL STRAP ATTACHMENT P.O. BOX 368 • MC MW MATEMA S ARE PROMNCD To THE -SAFETY HARBOR. FLORIDA 34695 RMDIT Fw 9.c= Famms MA WILT BE DRAWING NUMBER: PHONE (727) 726-1138 an cw mwm Alm SEIM nm 0nms AD-TD-0016 RS R�Q� ADDENDUM �000 000ALTERNATE TIE DOWN SYSTEM(S) TYPICAL CROSS SECTION SHOWING TIEDOWNS SEE NONE AFOR 9A101W HDCHTaR FIGURE 5.0 1' MAX INSET HE FIGURE LT FOR RDCDlfi TOED MV-DOLN 101130111 IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000. POUND ANCHORS LID]) USING no '=_UURN CONFIGURATION A SM CRS'F PRODUCTS ROIL 575H (TYPE 21 AUGER ANCHOR rM A DESIGN LOAD (TOME IOID) RATING OF 4.000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS LOSE BE USED. AN PODIUM AMR MEMO THIN ABOVE SPECIFICATIONS MADE -BY ANOTHER MANUFACTURER MAY BE USED IN E1DT OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I. SEE AD-O-DODf FOR AD11710M REOUNEYENTS 2 SEE OTHER DETAILS FOR BLOOGNG (PIER) OUANTITY AND 07HER REWREMENTS 1 FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACNC TABLES (AD-TD-0034 4. ZONE 2/EXPDWE 'C: 31C MAXWUu HEIGHT ZONE 2/EINOSIIRE'11. 27' MAWJM HOME ZONE 3AXPOS1TRE 'C': 30' WWII HEIGHT ZONE 3/EXPOSURE '0% 7AS APPLICATION IS NOT APPLICABLE. THE ALIEANATE TIE -DOWN METHODS SHOWN ABOTE ARE ACCEPTABLE FOR USE N ALL WDAI 2aFS MID N BOTH OwO07RE'C AND CIPOSURE U', HOWEVER, BY INSTAWNG THE FRAME TIE-DOLN STRAPS AT THE 'DUTBOAFV I -BEAM THE MAX HEIGHT OFT THE CRWLID IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DORM - �r' � 1ST '.-ci%• Y�G EHF:v� No, G'•. ,ivuM.M:•••fl.:.t t�3 JACOBSEN HOMES NOTICE " "" "" C.L.Y. - 6-13-95 WON L PROPKT . TWWIIX AR UATDII OF MA CNACU MI DMINNG MILE.' MAmUCH AT AU AK MAHI 70 THE FIG. 5.0 P.D. R. FLORIDA Rr 9,01 MA71= AN:m" PRMW TO ra SAFETY HARBOR. 726-11 34695 MT 0 TfR 1& NMW MO M61 et DRAWAG NUYBOi [a PHONE (813) 726-1178 TOPT DOHAOinM M �T TwT 0DHEn AD-TD-0031 38 L'51 FLOOR EAVE SPACING DEL HEAD ANCHOR'S SPACING DEL HEAD ANCHOR ANGLE WIDTH OVERHANG LOAM LOAD 20'-0' 12' 4'-0. 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40DO 24- N/A N/A N/A 25-4' 12' 4'-0' 40001 26' N/A N/A N/A 26'-8' 12' 4'-0' 40D0/ 2T , N/A N/A N/A NOTES 0,y,,,, ENONF(B\ P`�DO "i�,� DMA APPROVAL 1. SEE AD-TD-0001 FOR ADDITIONAL REW6$UENTS_..- 2 SEA-M-0031 FOR MAXIMUM PER HEIGHT REOURED FOR THE LOADS TABULATED ENE87D35]1 .' y 3. 20 WINES -82• MAXIMUM [-BEAU SPACING ONLY. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-O031). �� �'.;•.• �Nh4%- F _�IA•..•'LN .... _. JACOBSEN HOMES NOTECE 'MMlll TK.0 anuTTONSANDDow=AR IVEAMr' C.L.Y. DATE: 6-13-95 REV. LETTER: CUMNG RRi ALT. SPACING TABLES a pdOMAL PROPRETMY, AXO ,XI,pII1,IlAl .ATERIA35 L: JACMY YAFANKRiRIG P.O. BOX 368 RIC 6U01 MAID MLS ME PROMXU TO K ORAMVNG NUMBER: AD—TD-0030 SAFETY HARBOR, FLORIDA 34695 PHONE.(813) 726-1138 IKDpo,1 roll gv=RPPa93 m MIS' RL MTi cfl ma AIR) SEW IAU, ONO¢ ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D F3 T LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III WDTH C.O ANCHOR Ott. DTM EA a A. E D AN. EA k 6 ANGLE ANGLE ^ O V SEC EA SECTION I@L D SEC FA SECTION 1®E B 10'-0' 2 44' 2 56` \" 12'-0' 2 57' 3 42' IS-4' 3 38, 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 0 WIND ZONE III WIDTH EAVE OVERHANG SPACING D�oo ANCHOR ANGLE SPACING D�� ANCHOR ANGLE 10'-C 12' 4'-0' 31501 4D'-50' 4'4' 31501 40'-50' 12'-0' 12' 4'-0' 30001 40-50' 4'-0' 31501 40'-50' 13'-4' 12' 6-3• 31501 4D'-50' 4'-0' 3000' 4D•-50' LONGITUDINAL TIE -DOWN SPACING TABLE (� MIN. WIND ZONE 11 WIND ZONE III FLOOR YDL OTT. ANCHOR wL Dn ANCHOR WIDTH EA DID OF ANGLE EA END OF WE ^ O v EA SECTION - OWL: B EA SECTION 60R B 10'-0' 2 64' 3 46' ( 12'-O' 3 50' 3 68' IS-4- 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WAND ZONE II WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DBL HEM LOW ANCHOR ANGLE SPACING OBL� ANCHOR ANEE 10'-D' 12' 4'-0• 31501 40'-5T 2'-8' 31501 40'-50' 12'-0* 12' 4'-0• 3100E 40'-50' 2'-8' 31501 40'-50' IS-4' 12' 4'-0' 3055; 40'-50' 2'-8' 30DOj 40'-50' NOTES, ENCIAboF;� A yA(5VtD BY 1. OFFSET SECTION MTH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWn1L Of O = GTST ��� .•y. REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE UNE IN ACCORDANCE YAM THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECRON(S) ARE T ••• SEP 0 9 1 BE RED DOWN IN ACCORDANCE MTH THE NORMAL SPACING TABLES (AD-TD-0010). , ;• =. 2. SEE AO-ID-0001 FOR ADDITIONAL REOUP.EMONTS. KT' .� . / �0�� I N Cj, 3. SEEEO�-TD-0021 FOR MAXIMUM PIER HEIGHT RECLINED FOR THE LOADS TABULATED • /.A. :/: ��1�W FED �q� RAl MANUFACTURED HOME S3, '• �(CA``�. CO 11TRUCTION AND 5AFETY STAND JACOBSEN HOMES NOTICE 'DAAAI 0M6EsEonu0 , 41r : R.R. DATE 8-27-96 REV, LETTER: - ® P.O. BOX 368 s Mi, DRA.,m ARC MMAL PROPWETART. AND MOX)ENTIAL MATERIgs o JACOBSEN MANUFACTURING DRAMNG TITLE: OFFSET SPACING TABLES13 KKK WIN MATERALS ARE PROMM TO TM SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 rIDTc'TM.T1 Cm Apo moo rmcm pawn OWING NUYOFA: AD-TD-0020 16 LD: 42 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING DE -DOWN SPACINGS III =III i=1J�w=i �e�.�r�I= W, 0 i W"m E RAF n. . W r y .,I VIA •r i n i •r i n u i i H u i FIGURE 3.0 SEE FIGURE 4.0 FOR ALIEIR(ATE'IIE-DOWN METHOD TYP. CROSS SECTIC SHOWING TIEDOWI SEE NOTE s FOR uM IEtar IN IN I Milo, I TO YV—INOgR MOLE men mzO _jv FIGURE 3.1 FIGURE 3.2 SEE FIGURE 6.0 FOR ALTERNATE M-DOWN &MOD k%49DO116'D.l1Qj,,ALTKINTE TIE-DOa METHOD NOTES: ENGI 0. „ �.,� DARA APPROVAL 1. SEE AD-TD-OD20 FOR SPACING TABLES ( OFFSET SECTION ONLY). :� O 'G\No. STEEj •• F '= APPROVED BYE �; e`` Fo'? 2. SEE AD-TD-0020 FOR QUARRY OF LONGTUDIAL TIE -DOWN STRAPS REQUIRED. - (OFFSET SECTION OILY) = ENE8703571moon 3 SEE OTHER DUALS FOR BLOOM (PIER) QUANTITY AND OTHER REQ11RE11DN5. 4. SEE AD-TD-0001 FOR ADDITIONAL REOURENENIS. = NTA 5. ZONE 2/EXPOSORE'C'44' MA)OMUM HEIGHT �0•. / 7�[7�f, C' ��'E"**AAnu®1mIE I' `+C, ZONE 2/DFOSURE'D': 24' MAX6NM HEIGHT (32' 0 24' WIDE YIN.)•'•��I H`:•• �\ ��� ° T'MavoSEkttsyypytp ZONE 3/ELPOSURE V: 32' MAAIL0IM HEIGHT ��iFsEf' • " ��` ZONE 3/E%Po511RE 'D': 32' MAX64UM HEIGHT (44' 0 24' WIDE MM.) '�i,NAL NOTIM DRAWN BY: DAIS REV. LETTER; FE=JACOBSEN HOMES TIESE9PEGFTCATIOMANDDRAWNGSAM C.L.Y. 5-11-95 ■ ORIGNAL. PROPWEVAY. AND CtlIFWOITW. DRAWING TITLE -- SAFETY n P.O. BOX 368 MATERIALS OF JAfT2 MAAAIFACTGING FIG, J.O, 3.1 & 3.2 H „ HARBOR, FLORIDA 34695 R IDff MR 9�[ c TEIMS � NW Mi a THE DRAWING NUMBER PHONE (813) 726-1138 IFPT awmITK AM Mau rRGI DRE1a AD-TD-0021 5 r A ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-DO'AV SPACINGS INAV'2 illy i ,��■. � ■ i MANE ,['i i r FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION ,,,TIFF Ir I�T11/,A NOTES: `N � �( ii�' DAPIA APPROVAL' 1. SEE AD-TD-DO20 FOR SPALVi TABLES (OFFSET SECTION ONLY). )O: •�G\57ER�OF2a� APPROVED BY IME AD-TD-0020 FOR QUNITY OF L17IG IXAL ➢E-DOYN STRAPS ROOMED. Q No. O' (OFFSET sEDTXTA ONLY) = NEE703571 1 5 3. SEE OTHER OETAAS FOR &DExNG (PIER) Q1uInIY AN0 OTHER REGA SENTS 4. SEE AD-TD-000I FOR ADDITIONAL REOUWEMaIS = T<jTg_Qp : ,Q INC rTimmORIGNIL JACOBSEN HOMES P.O. Hone "' trasl PROP D0N5 Arm tuAWrs ARE PRDPRCIAAT, Alm'cCyLpfva MATMUS K JACMSX YAMXACT"G DRAW at . C.L.Y. DATE 5-11-95 REV.LEM ORAMNG RILE: FIG. 4.0 „ SAFEPHONTY E-_:4, R. FLORIDA FTC s WAX[ ARE PRp TO TT¢ ■Gp MSKCTCRA8,1 WWII■ ORATNNG NUMSM 726-il3N695 PHONE (81J) 726-11J8 ImEmNiOTAAArmSEW D DDO¢ AD—TD-0022 40 41 SURVEYOR'S NOTES SYMBOLS 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. © - PHONE BOX 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF LOT 542 ® - WATER METER RECORD BY ACCURIGHT LAND SURVEYING, INC. - ELECTRIC BOX 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR 00.00 X - E)OS11NG ELEVATION REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. FND. 5/8' I.B. _ # - EXISTING ELEVATION 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS \FND.5/8' N.70'29'WF- 34.64' (P) CAP g4049 S.0.11'OTHERWISE NOTED. Q. - CENfERUNE 5.ADDMONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY a;5 ao OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED y. WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, aR EXISTING z �4N0iy0& CONCRETE PROPERTY LOCATED IN FLOOD ZONE, AE 1 O Z W BASE ELEVATION, 6.0 oG, 3 %, y. 0 c La COMMUNITY PANEL NOD 120285-0311-J / �/ \ ❑E SCgN DATED 02/16/2012 / / PROPERTY STREET ADDRESS, St. 4U BC �— o - vi 521 NETTLES BLVD. Ci@ 1 JENSEN BEACH, FL., 34957 / / Uh(y o VVi d II Mo K I,7 0 1 / ` LEGAL DESCRIPTION a w m II Q/ O LOT 521, NETTLES ISLAND PROJECT SECTION 2, ACCORDING .. ¢ m p �- a / TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, c1 p w LOT 521 PAGES 16, 16A THROUGH 16J, OF THE PUBLIC RECORDS OF in PROPOSED MANUFACTURED / CP ST. LUCIE COUNTY, FLORIDA. w � w U N LOT 522 a� HOME FINISH FLOOR o my ELEVATION 8.0 N.A.V.D. 88 ,�/ a2 r .4i LEGEND (/') v m �,°D LOT 520 A/C - AIR CONDITIONER FND. - FOUND Z wm 10 / 12r0 CONC. - CONCRETE COV'D - COVERED nn I.P. - IRON PIPE I.D. - IDENTIFICATION Q ro a I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT 82' / R^ O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS I _ _ R/W - RIGHT-OF-WAY N. 4 W. - NAIL B WASHER (� mw C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE v N MIN. SETB CJ(REQ. N - NORTH E - EAST W - WEST S - SOUTH Z �� 3,%, '.0 ��� / FRONT N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 0 z¢ >' 0o N N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 ` 04 Cgr4,�4'S& \ SIDES 9�0 L ��� �f SET I.B. -SET 5/8' IRON BAR CAP ti4459 r V a EXISTING (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED SqR�/8 N0 CONCRETE DESCRIPTION U% cw1 � q NG CNR SIDES (F7 - DENOTES MEASURED DISTANCE, ANGLE OR BEARING > Lr' li CF i / (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING //'��// LLI 40 Z w i io REAR- LL Z YQ x 0.0_ ZNG. i�,12 : g co 0- � U) FND. 5/.D S I / D. /8' LB" TECH. I�,YI V / IL I.B. NO I.D. ^/ N.7029'55'E 34.64' (P) 3" Z z �I Q � 198.31' (P) _ 22' COMMON USE R/W _ _ _ Li FND. NAIL Z v NO I.D. ILE COPFND.NAIL w NO I.D. BEARING BASE BOUNDARY SURV cn N.7029'55-E. 481100' (P) 488.03' (F) �,`' � j� (Z� w y P r BENCHMARK SET NAIL &TAB '+'U,SINES 1a ELEVATON 4.01 N.A.V.D. 1988 Q ¢D EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR U'z --! ne D x� REGISTRATION NO. 4459 - STATE OF FLORIDA (� SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q N �~ m RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER .T. 2 XB NOW CAP 4' THICK SOLD CAP BLOCK B•101•%I B• CQiOSTE 51 AY ,4.,NZ MASONRY UNITS A PIER "A" Ail ;•� EASma CONCRETE NOTE HER TTPE 'A' HAS A sAB (GOOD WNCR(N) WAIBMUM OUGHT OF 3W FROM SUB TO TOP OF P.T. 2 A A P.T. 2 ILA 10(40 CAP s• CONCRETE y „v; MASONRY UNITS IER "BN GRADE WNCETE SUARNc Sue (moo cauonTax) NOT£ HER TYPE •B' HAS A MAOMUM OUGHT Of SA" FROM SLAB TO TOP Of P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODEEb=M200 FLORIDA BUILOINOCOOS &ASCUT.10 1. ULTA.G.BGNmDSPEEO: I10 SOPS, 2. xOx MALCES S1NWN S N1PEED : IN 101 mM NiE CATEEO 9. NRiD dPOSUPE CATE00RY: 9" 4. INPORTANCEFACIOR: tt S. IN]ERGALINISSA ONI: RA RRERIOR :2 •]69 a19 FNU S. DESIGNROOFUVELOAD: 20PSF T. DE.IGG11.ORL5OLOA.: EOPSF B. NA, ASSUNFDIINLBEARNGCAPAGTY: IES0PSF B. OCCUPANCYCLA..R.TION: AS 10. CON"RUCITONTYPE: V0 11. TMS BULGING IS NOT DESIGNED FOR PLACEMENT INA NOSH VELOCRYN FRCAN 20NGASOERREGGYTEFBC. 1S MSWLDINGISHOTDESIGNEOWBESWMERGEDOR SUBJECTED TO VNVE ACTION MNEN LOCATED N A FLOOD PRONE ORZONEARE4 THEOGWOM OFTIESIR ICNRAL IBFAN NOV BE LOCATED ABOVE TIEBU°DINO SGE FLOOD PLANE LEVEL FOR THIS BOLDING TO BE LOCATED IBA ROOD PRONE ORSONE AREA ORTHE THE GRACE AT THE UXDMG SITEMUSTBEASOVETHE FLOOD PLANELEVEL FOUDATION NOTES: BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 10DO PSF SO 1. MAXI MAX m i o 10 �II22' 0" 5'-10" TYP 1MAXr6'—O" MAX __I _n FrIf FACTORY I -BEAM MAX 0 0 F 2 0" 6'-0" v MAX IIr6'-0" ^IN I MAX 6'-0" MAX SPACING (MATELINE) 1,—Oj„ -10'" TYP. 6'-0- MAX Z•_O" MAX I r 38n _1 -LSO 2 —0" TYP- , —0" MAX N 2'-0*' MAXI I I n MAX F-1 THE FOUNDATION IS DESIGNED TO RESIST FLOTATION,COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' RAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 4A' 84.3 -MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 7.0' IL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATEDAT SOOO POUNDS, BODO POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. COLUMN LOADS 10 = 2410 LBS. 20 = 2410 LBS. STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 1B" FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE [-BEAM AND THE TOP OF THE PIER SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T.LUMBER, CEDAR, OR ABS AND BEARG AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS, 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. CAPACITY AND$HALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF B'XB'X16'CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY(90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I43EAM CENTERUNE. 11. ALL MASONRY PIERS MAYBE INSTALLED INADRY STACK SUBJECT TO LOCAL JURISDICTION FLOOD ZONE NOTE: HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 13 HYDROSTATIC VENTS. (BASED UPON EACH VENT PROVIDING 65 SO. INCHES OF FREE FLOW SPACE). ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WALL BE LOCATED ONSITE BY CONTRACTOR, THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 8'X16" CMU E DRY STACKED (PER PLAN) 0 D SECTION "E-E" F-T MATEUNE D.C. T Illi Pil FLOOR JOISTS FRAME '.T. 2X8 WOOD SHIM -4' THICK SDUD BLOCK CAP -8"X16" CMU BLOCKS ANCHOR INSTALLATION FASTING CONCRETE INSTALLATION 4'-D' GROUND ANCHORS WITH A 5/8" SHAFT AND A e" SINGLE DISC DR EQUIV. SYMBOLS v F.T. -FRAME TIE -DOWN FASTENED TO O G.A. GROUND ANCHOR. -COLUMN ANCHOR STRAP FASTENED TO GRC ANCHOR Q-OLIVER TECHNOLOGIES, TIEDOWN ENGINEEI MINUTE MAN ANCHORS, OR EQUIVALENT LONGITUDINAL & LATERAL BRACING SYSTEM -OLIVERTECHNOLDGIES, TIEDOWN ENGINEEI ® MINUTE MAN ANCHORSiOR EQUIVALENT A 18V81010ySgfi�Rl�LRSBs BId.1IgEp rI%I NI EVENLY SPACEDOR 5OX SCREWHOLFS DB . YIN. PERIMETER RAIL 4750 IDAURY GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHRECL ENtlNEER M1D/OR WTTONALLY lECWIO RED TESTING LOBO RY. THE MINIMUM WORKING WN .1��CHF?,*D Rg g iI %I%L6%TO AT LFASI 12 ABOVE THE WATER TABLE THESE P ANS AND ALL PROPOSED WI ARE 81 9JECT TO ANY CORRECTION D BY FIELD INSPECTORS TH 9 UIR R' E NECESSARY IN ORD €R TO TOCO L TN ALL APPLICABLE CODE Sanyo Engineering SBNIOes THESE STANDARDS AND PLANS MEET' DRAWQJGINFORMATION CUSTOMER: BRINK DESIGNEDFOR20 318, S. Scenic Hwy, Ste. 100 THE 2010 F.B.C.-RESIDENTIAL CENTRAL ADDRESS: 521 NETTLES BLVD, JENSEN BCH, FL 34957 PSFROCFLNELOAD NAME Lake Wales, FL 33853 DATE VAC=ULTINALDESIGNWND SPEED=170MPH(RISKCA YIIING) BUILDING) Model # UNKNOWN ANDISDOPSFSOB Phone: 863.5895980 Fax: 1-866-865-2044 Vwm=NOMINAL DESIGN WIND SPEED=132 MPH (CATERGORY II BUILDING) WIIB (TABLE 1609.3.1) HOMES eiLi M.BJ. 1 I 1 JACOBSEN HOMES-20-0"X39'-D'�4D-D" FOUNDATION PLAN BEMINGICAPACITY DATE: mmis LEONARD G. WOOD P.E. 4473n LEONARDG. WOOD r (oT�EcaoDE>7E ; AND DETAILS PROVIDED BY F�1 318S.SCENICHWY,STE100 seTVYBeneTNBER1NcsTxvec>=< GEM ENGINEERING SERVICES SCALE p m,AmA"A, LAKEWALES, FL 338s7 REGISTERED PROFFESSIONAL ONCE 863-58MI]B0 ENGINEER#47377 ° ° ` °" °"o'°' NOT PRINTED TO SCALE Lake Wales, Flodde 33853 SHEET OF 1�4'max 0 NONCIRCULAR CIRCULAR (R311,5.6.3 Type 11 Perimeter: 4'. 64 1i" • 2*d' RECESSED [R3115.6.3 Type IQ Perimeter. s6111 *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. • HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. 2 X 2 BALUS MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2- SOS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) T. 2X6 NOTES THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. : MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE \SURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJE( ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE \LLEST BY MORE THAN 3/8 INCH. T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. ATTACH BALUSTERS TO TOP & BOTTOM W/ MIN. (1)#8_ WOOD SCREW OR EQUIV. THESE PLANS AND ALL PROPOSED WORK -: ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. 2 X 6 P.T. ATTACHED TO POSTS USING (516d NAILS OR EQUIVALENT AT EACH (3) 2 X 12 P.T. STAIR STRINGERS 2X6 TO POST CONNECTION. FILE COPY 2010 FBO-Reslden ial V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH (RISK CATERGORY II BUILDING) V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (3 c nd gu36) NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Leonard G."Geofr'Wood ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. P. E. 947377 ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL Office: 863589-5980 Fax: 1-856-865-2044 F 7i W ma R €� a 'aC 85 Q F 'o p { U A$ 0' O s Q � g, S W w O U 4 C 5 W x o U u,� mwwW 8 ��FFmvi r 9 v F in o z0 z ei u OU Z W tll d3E L� C j � ma a0 ¢U¢Z � Drawing Number. S1 STEP CONSTRUCTION Senyb Engineeniy SeMce 318 S. Scenlc Hwy,Sla 100 Lake Wales, FLYi883 © OePYRIGHr M14 VENTILATION NOTES 1) VENTILATION OPENING WITH A PERFORATED (1/4 AND WEATHER RESISTANT RODENTS. VINYL SIDING, HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL P.T. STUD TO TOP PLATE/RIM JOIST CONNECTION DBL. P.T TOP PLATE. STAGGER SPLICES SIMPSON'S H6 STRAP OR EQUIVALENT. P.T. PERIMETER WALL FRAMING P.T. 2 X 4 STUDS 0 16" O.C. FASTENED USING 16D NAILS. P.T. WALL TO BE COVERED WITH THERMO—PLY (.113 THICKNESS). THERMO—PLY TO BE INSTALLED WITH 1-1/4" GALVANIZED ROOFING NAILS OR EQUIV. THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES AND 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO—PLY TO BE COVERED WITH VINYL LAP SIDING OR EQUIV. VINYL LAP SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 3'-0" O.C. W/ (1) 2" X 2" THICK WASHER A SECTION "A" s-, S SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF 2) A VENT SHALL BE INSTALLED WITHIN 3'-0- OF EACH FLOOD VENT NOTES 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. P.T. DBL 2 X 4 TOP PLATE TO RIM JOIST CONNECTION FASTENED TO RIM JOIST USING SIMPSON'S 1/4" X 3" SOS WOOD SCREWS OR EQUIVALENT 0 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATEUNE OUTRIGGER FLOOR JOISTS FRAME -P.T. 2X8 WOOD SHIM B"X16" CMU BLOCKS DRY STACKED EXISTING CONCRETE SLAB 174U7:�1INF91 2"x4" TOP PLATE THESE PLANS AND ALL PROPOSED Won- t ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THA' MAY BE NECESSARY IN ORDER TO' 'COMPLY WITH ALUAPPLICABLE CODES. COPY OSLAB FILE VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. These plans and specifications compty with Section 1609 of the 2010 FBGResidential 2012 Supplements V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH RISK CATERGORV 11 BUILDING) VAS OMINAL DESIGN WIND SPEED =132 MPH (CATERGORV II BUILDING) (TABLE 16 3.1) Aewn7 gucV w 9k Leonardd G. "Geoff" W od P.E.#47377 318 S. Scenic FMy Ste. 100 Lake Wales, FL 33853 Once: 8635895980 Fax: 1-866-865-2044