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HomeMy WebLinkAboutSet-Up Manual AddendumSET-UP MANUAL ADDENDUM OBS N HOMES 600 PACKARD COURT 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-12/20 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 1 NOTES: 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 8. 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 HEKTING/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. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTUMOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT PATH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. DAPIA APPROVAL' BY "15M INC JACOBSEN HOMES THESE ssEOnGNOTICE DRANK BY: DATE REv LETTER: DONS AND oRAWNGS ARE C.L.Y. 5-30-95 MONAL. PRO WARY. Alm CCNiWTL L DRAMNG TITLE: MATERIALS Of JACOBSEN mmurACTlma P.o. Box 368 EXTERIOR A/C DUCT IiG S11Ci YA1ri6ALS ARE FRONDED i0 TFIE SAFETY HARBOR. FLORIDA 34695 FICPWt rOR SPECIFY KRPOM AND MST BE DRAMNG NUUBER PHONE (813) 726-1138 Iasi MW=n I me SEav nmu OTHERS AD-AC-0001 2 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. GIVE 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 SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DISCC!,1TI`•!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 VENTTLAnON. (See AD-AC-0100) JACOBSEN HOMES NOTM � TIES[ ��,�,,rOAND aRArNcs ARE d0a1N. IRpRETART. AND cmem nm P.O. Bolt 368 YAT(RIALS OF ^C09KN MMIXAMMIC " SAFETY HARBOR. FLORIDA 34695 mow rat SP((a1SC AM 1 AK MWMM M r PHONE (813) 726-1138 earn CafMU ► O 3EOV MM owes. APPROVED BY IN INC. C.L.Y. 1 9-28-95 W.H. VENT. -SYS. B `R AD-AC-0100 3 ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING FLOOR JOIST _'�F A li — 131' X 1 1 /2' MIN. 3/8' X 3 1 /2' MIN. LAG INSTALLED SEE 0. 13 1 0 IN. NAILS 7/ X CHART FOR MAXIMUM SPACING, STAGGERED 7 STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE- DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 0.016' X i 1/2' MIN. STEEL 1 4' TO 3 4' GAP STRAP ® 48' O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: INSTALL WOOD SHN AT ALL LAG FOR GAPS IN FLOOR SYSTEMS NDSOI TO I/f, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO THROUGH AND TO KEEP CONNECTION AND FOR GAPS TO 3/4', INCREASE (ALL ZONES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2) (ALL EXPOSURES) 30 GL STRAP FAMED W/ MHM "BM W FAS713M REUW p 7Dli EXPOSIJtsE 31V X 3 I1r LAG SIRED WAN" WA= 7/Ji' X 1t m STAPLES MAM M SPA, We M ExP09 K Dam' x 1 1/l IWLS 7Ar x 16 GA. SUPLES � IV aC. 21/4' 04 3 5 2 2 b• I ac 1 7/r oc b' 4 7 'V la! ac r ac 4 7 3 3 b• tt' ac t 1/Y aC. b' bI t ENMW NFROYAU DAPIA APPROVAL NOTESm APPROVED BY 1. 1' WtL KW MATION 15 REMO ON STAPLES FOR M K a01V STRAP. 2. WOOD 9W M BE MW FROM SPF j3 MK OR 9E= May 24 , 2006 oNp I Revised �1' r X x CAP 90TH Mal SE)S` I C 058 OR PLmm MAT BE um IF*K*c5 EQums CAP =TH-4' X r Mal M Juhn C. Eoobde11, p �. 1 V . l 10e' WON= SDEDU HOAR ,K2 Engnmring, !'Tv FEOtMI MIWUFatC1UDt0 NOMt COMSTIUICTIDM.MD SAI ITT STOM ARDS 4. SEE OTHER DETAAS FM PALING FLOCKS FOR AIR ta7.TR MK JACOBSEN HOMES MA� =»;� NO�� „ � OWMA. o UNTO*K WABY. M.T. DA>� 05-22-06 C Rnw� P.O. BOX 368 jMUX�+ °M" uNr"`"" M/W FLOOR FASTENING SAFM PHONE HARBOR, FLORIDA nc � MAIM" At nncTW ww WX It Dnu N 1m am °RB WJMMk AD-FA-0001 FLOOR JO1ST (TYP.) FLOOR JOIST (T1P.) MULTI -WIDE UNIT FLOOR FASTENING OFFSET STRAPPING BETWEEN FLOOR SECTIONS 1 1/2" MAXIMUM OFFSET (VIEWED FROM BOTTOM OF FLOOR) rz SM STRAP IWAt111) P18 AD-FA-M FLOOR = (TYR) 2x Goat (SAME WE AND GRADE TO MTYM IAL (i0) 0.11- x 3 RAAB. ATTACH STRAP TO THE BOTRMI OF 1HS BLOCX. LAX. SPACM PER AD-FA-M 10A TOP OF JDiSF //Fp� JOIST (TYP.) 2x BU>Ci( (SALE SIZE ARO ORADE • fir' _ — AS AM it W LOHG, FAS1DiFD TO Xg LA[S WA7TAWL CH (51 0.1 THE BOTTOM OF i0 MCK, Rn STRAP iEM M PER AD-FA-0001 ISOMETRIC VIEW USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS FROM ONE SECTION IS MISALIGNED WiTH THE JOISTS FROM THE OPPOSITE SECTION. NOTES: 1. REFER TO AD-FA-M FOR OTHER SPEMCATONS OFFSET LARGER THAN 1 1/2" (VIEWED FROM BOTTOM OF FLOOR) /"c- MEEL STRAP 81W RO PER AD-FA-M FLOOR Jw (TYP.) LAX. SPAC0T0 PER WA-ODO1 70P OF JDST� FLOOR ,pi5f TYP. OR. `� - �y , .��_ .. 242P(0111 OF BAY) MOCK FLUSH TO BDi10Y OF FIR W& FASTER TD J01ST 11M LN M 0.131' x 3'MUORNIL ( j8x3' w00D SCFm M ATTACH STRAP TO 'K BOTTOM OF M BUML FATMM B FOR FAtH SOX OF TFE am p FOR TOTAL}. OF JOIST w (TV.) 2dXMD1H OF BAi) MOCK RIF.51I TO SOTTOiI OF FLIT. JOISFS. FASTER TOJ=1101k 7)Qi31'x r HATS OR WL (6) 0 x 3' T1CW SOW 10ED. ATTACH STRAP 7D THE BUM OF THIS UCIL FASFFW 15 FM EACH ME OF X BLOCK (4 FOR TOTAL). S'M STRW 10MIIID PER AD-FA-M ISOMETRIC VIEW N1NDZONE: III EXPOSURE D 2D PSF ROOF 10 PSF D.L. REF. "" '' CALL. # 1 NOV 1, 2019 P.E.A `'• �A. ��i4� No. •' PE10505134 G 9.' STATE OF o ' Y{'Yl n .iACOBsSEN HOMES THESE SPECIFAMDNSAWO RAWOMARE oMGMAt, PROMETARY, AND COMTDEM ft P.O. BOX 368 MATERIALS OF JAMBSEN MANUFA=MG SAFETY HARBOR, FLORIDA346B5 NO. SUCH MAMAS ARE PRDVUIPDTOTHE RE MEW FOR SPE WIC PURM E6 AND IAM BE PHONE (813) M-1138 KEPT COMMMLANDSECREMONOTHERs, 5 DAP1A CNOV 1 2019m aFederal M 1JtanUfactuted 2 Home Constnxtion v And Safety Swdu* C. YOUNG t0-31-0019 OFFSET STRAPPING 1 FLOOR SECT^N5 TAMNG NUMBER ao-Fa-oama AD-FA-0001.1 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR MAILS. .131- X 3 1/2' MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SDE TO SIDE (TOE -NAILED). MARRIAGE LINE -745 y3 o(7 John C. Doetlen, p L,. K2 Enonsenng. Ira APPROVED BY Revised iN May 24,2006 7ANC. �eotnt� ttnttlwtte sate cm., I - I M am Win srtt a"m JACOBSEN HOMES Il a f lam. ■ SkMY WMOR.4695 6 ADDENDUM MULTI -WIDE ROOF FASTENING 30 'GA. GALV. STEEL STRIP--{ SE:CLIM VAlli 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART CN AD-FA-0001 MA)L SPACING). -LAG SCREW SET BACKS FOR TRIPLE WIDES FOR DOUBLE YYOFS� (y CENTER LINE OR MATING 1 LINE OF TRIPLE WOE UNITS PLAN VI — 30 GA. GALV. STEEL STRIP T X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2- MIN.) W/STAPLES AS SHOYIN. INSTALL ROOF CAP PER SET- UP WIN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE VAND DEFLECTORS REMOVED FRO! ROOF IN ORK,INAL CONDITION, EXCEPT FOR STAPLE HOLES.) 3/6- X 5' LAG SCREWS ..LAG 1SCREW SET BACKS TRIPLE WDE ROOF LINE (2 1/44 SMOOTH SHANK) FOR DOUBLE WIDES INSTALL LAG SCREWS 000 I SEE CHART ON AD-FA-1 FOR TRIPLE WIDES AT A 45' ANGLE I _ FOR MAXIMUM SPACING S-TA 2 1 4' 2 3 4' 1 4- TO 3 4' GAP _ ROOF PERIMETER RAIL-'' I I OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE µ) CROSS— SECTION INSTALL ' WOOD SHIM AT ALL LAG FOR FOR GAPS IN ROOFSYSTEMSCAPS TO 3/4', INCREASE THROUGH FOR LAG SCREW TO GO AND FOR TO 1 INCREASE LAG LENGTH I- qAND TO KEEP CONNECTION NDS01 LAG LENGTH 1 1/2% TOT. 2) REF (SEE NOTE 2) PG. ( �) CROSS-SECTION /, GAPS C WA- 91.01- 91.07 ALL NOTES: Dt61 m ApmvAL• DAPIA APPROVAL, L 2 1/r wL PE r tA110N NTO mcc% iB mom IS FEOU n FOR tAG Sawn 2 WDW SI MS TO K RAPED FR U SPF j3 UK OR EICTIER APPROVED BY lrxrXGAPwiHYN.sag Revised ose OR RY11000 WAY EE USED I' THCiQiESS EWAIS GAP 11M-C X C M X SRE) I SEX OTTER LIETALS FOR MWLEIM ROOF NTETECTx1FL MaY24 , 200 6 IN �gilfl ii. q• P.�. INC. 4. *101 MTAW1G A LAC WOINTO A RIDGE BFALL FW-ORLL A 3/1F O.iARANti K2 E:.ngWmrh tq, InC FEOtFAL MA MIFACTUA10 NOMt NOIE TIR = TIE FIRST RM K^ SECU-ORLl A 1/4' HOLE THROUGH TIE CONSTRUCTION AND SAFETY STANDARDS RECLiilI10 WM KM FOR Ili THREADED PMTION OF LAC SOREl[ ME DWI ARE FGR 3/r LAG 30tEV 6 OILY. S 10e HAWK SEML HEDIT. JACOBSEN HOMES ITx SKCM� me on � DRAM� M.T. 05-22-06 '�" `� rTlmn P.O. Box wa :Nj pFta7ETARY. ANo oor,ftmo t 11°°' s 1F0Q�'t"" It DRAYM 11A& M/Vlf ROOF FASTENING 34695 �PPHOME A m PC W. lJ01 t/AtE1EAti N[ NI01� la M OM PAMM ME DRi1� K"� (813ARIMj n8-1138 wr cwwfm Am =Er raw aarimm AD-FA-0020 N METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV STEEL RIDGE CAP COVERING LENGTH OF ROOF (MR 2' OVERLAP AT SEAM) SECURED WITH IB X 7/1V HEAD X Y FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WrIHIN END ZONE) SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF Ref: EX-13-0051 and AD-FA-0020 NDS01 (ALL ZONES) (ml ) I 1 I I I l I 1 I I .I, I I CENTER OR MATING LINE I I ,I V X 7/16- HEAD X 2' j FUU.Y THREADED SCREW I (NO MORE THAN 12- O.C.) I I I Ld B METAL ROOF PANELS STOP 3° FROM CENTER LINEAPP. \-30 GA. GAIN. STEEL S7RP r X LENGTH OF ROOF (SEE AD-FA-0020) SECURED WITH 7/16' X 16 GA. STAPLES FIAT PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 WX. SPACING) 0 u"u"� ,.T.,,,.... .... �. w.,... SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY oo L STANDARD 7AV O.S.B. (24/16 INDEX) ROOF SHEAMC% I. METAL PANELS ARE 29 GA. RAIN. STEM. WITH 9° O.C. RIBS. v � � Sep 10,2008 I.SCREVE HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND Q :r. i,, �'._ INC, TO HELP AVOID OVER DRIVING. IF SCREEN IS OVER DRIVEN i q, Ii1G co°MMUMon AND SAFEly SUNDARDS ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCIMYS) JACOBSEN HOMES 5.4 Y 1 i� J 'Y- tNi.. :... ;--- i y. :� i ,. s i• tea-. =-I 8 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 ROVED BY jw 1 5 195ts INC JNOTICE DRAWN BY: GATE ACOBSEN HOMES REv LETTER: n�ESE sPErulurwxs AND oeAwkcs ARE C.L.Y. 6-5-95 OWODUL ""RIEURY, Ake OWMnAL DRAMNG IRE: P.O. BOX 368 UATE &S CF + IlWACUNC M/W ROOF SEALING wG WM YAt MA S ARE PAMO O TO THE SUETY HARBOR. FLORIDA 34695 REOWO FCR VECM SYMO wp RM BE DRAMNG NUYBM PHONE (813) 726-1138 IPr CDWMTrt NO staet tram OTWM AD—FA-0025 9 ADDENDUM MULTI —WIDE ROOF SEALING/CLOSE—UP MIN. 30 GA. GAILY. 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). 6" 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 JUN 1 5 05 I rn INC &r. mwm JACOBSEN HOMES N017NO DRAWN BY. DAiE: �Y• �il tx THESE srctvlutlan NO oRAruws utF C.L.Y. 6-5-95 MONN. PRMWIMtT, AM COtWOMAL DRAWING 71M- ,� P.O. BOX 368 MATMA S OF JAtroe9F71 MkffXVfX M/W ROOF SEALING SAFETY HARBOR, FLORIDA 34695 FICCKHT rat WA R1r NO m511E DRAWING NUMBER PHONE (813) 726-1138 NPT CWtoCM1IK NO SEOV nOM QIHEIM AD—FA-0026 d 10 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. INSTAIi.AImN• I. REMOVE ANY CARPET AND/OR PAD FROW UNDER THE HEARTH EXTENSION AREA 2. INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS 00 1043 (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH I LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING THESE STEPS A CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSDUBiY. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 1312' WOOD SCREWS G FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION WITH A NON-COMBUSTABLE CAMG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND 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.) NOTICE DRAWN BY:, JACOBSEN HOMES IMSE SPEOFICATIOBS AND ORAracs ARE ■ MONAL, PROPRICIAR . AHD CONFIDENTIAL DRAWING Tl P.O. BOX 368 WATMALS Of JACOM MN"ACTI IG SAFETY HARBOR, FLORIDA 34695 W_ St1D1 MAXIMS ARE P WV= TO THE aWOIT TOR SAECitt MWOMS AD MAT K DRAWING NL PHONE (813) 726-1138 PVT W#W?K No stern IRONY OOHS TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING DAPIA APPROVED BY lNr42 8 1995 lNC C.L.Y. uAIE 6-16-95 SHIP -LOOSE HEARTH 11 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 QEV INOR i 5 2003 INC FEDERAL mANUFACTUREO HOME CDNBTRWTIONAND SAFETY STAWAHUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 12 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. INSTAT 1.ATIQN- I. REMOVE MY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTETISION AREA 2 INSPECT THE METAL FLASHING HN THE HEARTH AREA TO INSURE THAT IT HAS 80 INSTALLED (US FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWO THE FIREPLACE AND THE HEARTH] 1 LOCATE THE HEARTH EXTENSCN (SOPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING THESE STEPS A. CAREFay PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSEMBLY. EL SECURE THE HEARTH DIDGM 10 THE FLOOR W/ 4 0 x 2' WOOD SCREWS. C. FILL THE AREA BETYF.FTI THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION WTH A NON-COUBUSTABLE CAWONG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND 6imM Emm TYP. HEARTH (MAY BE SHIPPED LOOSE) NOTES: 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 00or N� 2 8 t995 14 1NC reofw mw$cAm "w md7ftxf wwos,fmTSMovQ NOTICE DRAWN BY:. DAIS REV; LETTER: JACOBSEN HOMES . O.L.Y. 6-16-95 THESE sPEarTUTToxs AHD oRAwxTs ARE OtEGNAT- PRWKYAR.. AND WXTWTK DUWWG TITLE: P.O.BOX 368 MAMOIS OF JACOM WM fACr"G SHIP -LOOSE HEARTH ®� NG &a MA aka ARE PROAm TO Dc SAFETY HARBOR. FLORIDA 34695 KWW fCR S°LI17C PUOV0 W MIST K DRAWING NUMBER PHONE (613) 726-1138 Tarr cwwrA AHD SECRET rKm Udn AD-FP-0001 11 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 QEv. OR 25 M IINC. Ff s&MANUFACTUREDHDME MTRUCTIDNAFD SAFETY STANDARDS SET-UP MANUAL ADDENDUM AD-FS-0001-A 12 TRUSS SHEATHING APPROVED BY INAINC i�ERAI MANUFACTURED tfOME CONSTRUCpON IIhD SAFETY STAI�AROS DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS — NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. ov— TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL 3/6' LRN. AP. „s ��.....,..r_ --.-...- APPLIED TO F DIRECTLY AB( (APPLICABLE MARRIAGE WALL PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES)FOR RiE OVERHANG OUTLOOKERS (PURUNS), ATTIC VEN7ALA710N. 3/8" SHEATHING TO 11f INSTALLED ON -SIRE OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. VYINDZONE III (18' X 14 1/2' MAMMUM SINGLE OPENING SIZE IN TRUSS SHEAIWNG) (110 MPH) ALL EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL: 1. 3/8' UIN. RATEO SHEATHING FASTENED TO ROOF 7RUZ WITH 7/16' X AT' LL FRAu He ME►roEErt'S. (NO CLUE REaNtAETD) PANEL EDCEs AND r O.C. APPROVED BY MAY I a hvetf, .E INC. FEDEi k MANUMMED HOME �NSTRUCTIDN AND SAFETY STANDARDS 'Z JACOBSEN HOMES NOTICE: 1HE5£ spmFICAIMS DRAWN BY: R.R. DAIS 4-27-98 REV. LETTER: ■ P.O. BOX 368 „ Asti) DRAwpm AK ORIGINAL, PROPRIETARY, AND CWFRIENRAL UARMALS OF JACOBSEN MANUFACTURING TRUSS SHEATHING ` DRAWRIG TITLE: SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 rdE PEpM1 FM �� PROVIDED ARE W UZI DRAWING NuueER: no xEPT caNma AND sFmn mow olwm. AD—HR-0001 '13 HINGED ROOF DETAIL 09MM Or VAW M RAGE MY nW sic Pam n gt4rP0. m lS APPROIL 221rr. NEQIANf'JL CE w w 1101E mm 12 w APART. Uaw ffm pm wm 3r OF 21MOFASfMBNRUR4L HINGED ROOF IN SHIPPING POSITION HINGED ROOF IN SET-UP POSITION NDSO1 1. BRACE RA® ROW S:C= N X RX= PO911C11 DME SWM HM 65KpFWWP'OSTXPM .pox rwum"03- fexr am REF. CALL. PG. C-RF- 223.0 - 223.6 John C. Doodon, P.E. K2 Engne1► ng, Inc APPROVED BY .N1 Revised Jun 06,2006 INC. iF11FIW YII maAffl IUD mw GOMS7NUR1011 "D LIFM mommDS JACOBSEN HOMES *m WV0M WAUM "1`' °T` O.A. I °"l' 06-02-06 Mr. `E"M Box 36E APE PWWAW. AID Cmam Ift 20,E i13 I m1m 11U. HINGED ROOF OETAIL AP.Q 0"171QWUA. SAFETY HARBOR. FLORIDA 34695 AK =KW Mii10f11a 9i71C PJMU NO W K DRAVW Numn PHONE (613) 726-1138 IATf W M W ! % Rol ft= kn-FIR-fM) 14 HINGED ROOF DETAIL UNDERLAYMENT TO BE CWED 3' MIN. CH BOTH SECTIONS CF HAICE W. FOR WIND ZCNES 2 AND 3. RAISE EXTENOEO SHINGLE AND UNOERLAYNENT kV — AND A MIN, 4 1/2' WDTH OF ROOFING 'CEMENT 10 TOP OF LAST SHINGLE ROW ON FISEb ROOF SECTION. (THS IS TO BE DONE BEFORE RAISING HINGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6; X 8' BLOCK BE D 2 X 6 - OVERHANG FASCIA BOARDS AND SECURE MATH 3-18 X 3' Kt700 SCREWS E A N SIDE OF GAP. APPROVED BY Revised 00o ON rl =8 30,2006 II V�. FEDERAL YARUFACWRED ROME CONSTRUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS NOTES: I. BRACF RAISED ROOF SECTXH N THE RXW P0410 BYCRE SYIWGNG HWW KM POSTS INTO POSITIOIL ' P/y8l0/0 John C. D096M P-k K2 EngWxwk* ltirl• WWDZONE 10 (110 MPH) ALL EXPOSURES JACOBSEN HOMES 1UESE SPECFICA 1C�I.0UN= AK `"`"�" all. D.T. "' 10-02-06 ►"' LL"m P.4 Box 36B CROW. PRWKVN. AM msxi7 M WWft3 OF .rlCM= YANWACI"C DRAWM nXe . HINGED ROOF DETAIL A SAFETY HARBOR. FLORCA 34693 W- 9101 RA180a AK MOON TO � XMIT — at>dIo nMFM AM ON PE DRAWM NLWWA PHONE (813) '726-1135 Im mucoma No I= "m etas. AD-HR-0003 15 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 151 FELT TO ROOF PEAK --` UNDE�YMENT s uj z " 2' MIN. OVERLAP (TYP.) . . . . .. .. . . . + r r ............ .' MIN. TAR AS SHOWN r ..(APPLIED ON SITE)) .. .......... \ + 1 n SEE NOTE j3;• ... 1 1 ... ........ .... --� 3' MIN. I, 1 1 � I � i � I� I I•,• SEE DETAIL 'A' i 1 1 11 11 '1 oc r--1 SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON ' SITE WITH • 6 STAPLES (1- X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. DETAIL A 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. NOTES: I. CEMENTING OF 151 FELT IS NOT REQUIRED IN ANY AREA EXCEPT *IERE NOTED. Z FASTENING OF 151 FELT IS NOT REQUIRED. (FAS TIERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) - 0 3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIDE) ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-0001 (MATH SPECIFIC END PANEL LAYOUT). AD-HR-0002, AD-M-0003, AND AD-•HR-0004. WINDZONE III (110 MPH) ALL EXPOSURES A PROVED BY INC. FEDE L IMANUFACTURED HOME RUC110N AND SMETY STAWWS JACOBSEN HOMES 'SOT B>: M.T. " 9-20-03 T ` TMM SPELi1C+lflorS NM A1f0 �►,�.«� almuL pwwmff " MWWO i AL MAIN NUE: 904W AND UNDMAWMENTMAI_ P.O. BOX 36D W_ 2= aF ,MoS AK YAM+FACR�RE APPLICATION ON HINGED SECTION uc s+or w�ats � FRo++�a Ta � EN SAFETY HARBOR, FLORDA 34696 W WW I0R SW C HUUD AO MRK DRAN" NUbMM PHONE (W) 725-1138 err aosamrw."sou mm ORM AD-HR-0005 16 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 1/2" 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) I , NDSOi NOTES: I. SEE AD-NR-0007 FOR INSTALLATON OF UNDERLAYMT AND SWNGLES. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. fu' CA CRC - 167.01-167.02 Jahn 0. Doadwi, P.E. c 4Q EA ring, Ir1a ALL YANDEONES ALL EXPOSURES 20 PSF ROOF 10 PSF CIL APPROVED BY Revised 000 ARC. 09,2006 ON FEDERAL MAMiFACTURED N01rt CO"STRUCTWHAAO SAFETY STAADARDS k m JACOBSEN HOMES P.O. Box 368 SAFETY HARBOR., FLORIDA 34695 PHONE (727) 726-1138 N°IiAE T{K5t srtoFxAnon Amowa„cs AR[ MGMAL, PRW""ART. AM 9;WV"- lM YATERSNS Or i CW" MMfACTURHC w- a" NAMULS ARE PRoMM 10 T� Rfcm. ra SPEUIC MV90 AND MAT EE iar CMgMDG l AM9M "M oDois oa""" BY. O.A. DATE 06-06-06 REr. LKTv4 DRAWING ARE: PEAK INSTALLATION DETARS ORA" NR,@ER: . AD—HR-0006 17 SHINGLEZUNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE . 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. TOP COURSES) OF SHINGLES TO OVERLAP PEAK AS WA. SHINGLE INSTALLATION INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT TO ROOF NTH A 6' MIN. WDTH OF TO ROOF WITH A 6' MIN. wDTH OF ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EXTING ROOF DECK AND/OR EASTING FELT AS SHOW FELT AS SHOW SEE OM DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION NOTES: DAPIA APPIWA-- AP ROVED BY AUG 0 P R DAPIA 0 AP VE C INC mmuwnmog ODRAM BY. DA DATE: REV. LETTER. SPECIFICAM 00mudsAM M. T. 7-28-04 JACOBSEN HOMES NOTKL GOCNAL PRUFMIAKY. AMU OWUL34RAL DRAMG TITLE: P.O. BOX 368 UATM&S OF JACOM MAKFAMOMC %fflGLf/UKXftLAYWNT INSTALLATIONW- SACH MAXUS ARE MW TO tKE SAFETY HARBOR, FLORIDA 34695 FIGMY Illit SPECIFIC NPW AN MR BE ORAWIG MAISER: ut PHONE (727) 726-1138 IVY OWMrdt NO SECRET FROM Ort0i AD-HR-0007 18 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTER TO fLOM FRAIBNG MEIM W/ STAPLE OR NA. BMHDNG STRAP "FEW AROUND PIPE AND FASTENED TO FLOOR FRAWNG. WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTAKD TOWARD 1HE OUTLET. WHERE TWS GRADE CAN NOT BE ACHIEVED, NOT LESS TTTAN 1/8' *DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END. 1 mrw nr FIRM DIPRdr NOTES: 1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES xsESPECFICA"5�015`CmomAwaAm R.R. "`" 7-17-97 �• ��"� CAVAM. rRorR 1w. ADO cafmIm DRAWL 711LG P.O. ecx 368 VAMNU OF NXI M MANIOAC71.1066 PLUMBING SUPPORT lwx SAFETY HARBOR, FLORIDA 34695 Arr+0�i( ra %IE M RLiOpS[ M PROWMIr St S PHDNE (eta) 726-1138 an carMlK wo XMI IMS 63QS DRANK " R- AD—PL-0001 19 NOTES: 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. m �s INC 3HOME JACOBSEN HOMES �EgsvEanCa1 M�.0M..='A ��� M.T, tir.�� 3-30-05 `� tETfER ORDNAL. FRWRVW AND COlfWVAi DRAW JACfIPTLE: P.O. BOX 368 MATERIALS OF M MMLIFACTURIC — nc XtH MATETIUIS AK FROMM TO TIE OPEN PORCH RAILING(S) SAFETY HARBOR, FLORIDA 34695 KOPUT FW W= RUI'OW AND lot K 7p8A19HC M M9. PHONE (727) 726-I138 KEPT CWWOK NO AM FROMO*M AO—PO-0001 20 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 4 (- VENTS SEE AD-PR-7007 & 7009. MAXI. ROOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE AD-PR-7002 SEE AD-PR-7008 SHIP P THIS SEC. LOOSE i (SITE INSTALLED) )-`— — — — — — — — — — — — — ------ FOR OVERHANGS SEE AD-PR-7003. FACTORYINSTALLED SON)FTERS EC REMOVE ALL FACTORY INSTALLED I ---FOR ROOF VENTING BOTH FACTORY - POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI AL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITL .;ITE INSTALLED PITCHED FOR FASTENING C ,JTER SECTION RAFTERS NOTES: APPROVAL: APPROVED BY Revised Oct 25A,2007 I' V�. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NOTICE: DRAIN BY: I DATE: 'REV. LETTER: JACOBSEN HOMES >KSE SPECMATNINS AND DRAVRO ARE O.A. 10-24-07 ORIGNAL, FKUF EIARY, AND CONFIDElIM ORAVANG TITLE: nWMM TO n SXX MAI� ❑,/ MATERIALS OF JACOBSEN IIARUFACRIRING 11-JS P.O. Box W- TESALS ARE IE ON SITE PITCHED ROOF DETAILS SAFETY HARBOR, FLORIDAI 34695 RErAERT FOR 90M M POIS AND MIST BE DRAWING NUMBER PHONE (727) 726-1138 IVT CONPTOFM A& AND SE= FROM ODIERi AD-PR-7001 21 ROOF. TO ROOF ATTACHMENT SECURE INSTALLED ROOF DECKING SITE INSTALLED 7/16- LAIN. ROOF WITH 7/166'- X 1 1/2' X 16 GA, STAPLES DECKING SECURED WITH 7/16' X 1 1/2' (12) EACH SIDE OF MARRIAGE UNE TO AT A, X 16 CA. STAPLES. 2' O.C. IJAX. TO EACH 16' D.C. RAFTER. EACH SEE DETAIL 'A' SEE MOTE jT 11' MIN. SITE INSTALLED DECKING O4ERLAP FACTORY INSTALLED ROOF DECKING ' _ SITE INSTALLED RAFTER TO ALIGN WITH FACTORY INSTA :ED ' RAFTER BELOW. SEE NOTE /2 18' MIN. MAY BE RIDGE BEAMS (SEE NOTE /4) A I DECKING WIDTH l CROSS-SECTION REF. PG. RC-07-0044 FACTORY INSTALLED RAFTER (CENTER SECnON) NDS01 vo. CA= C-FS3 - 88.01 NOTES: DK*W APMAU 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH 2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE INSTALLED PITCHED RAFTER TO AUGN WITH FACTORY INSTALLED RAFTER. (EA. SCREW TO HA%t 1 1/4' PE}NETRAT;oN IAIH.) 2. ATTACH MATE LINE RAFTER RALS (OR RIDGE BEAMS) VATH j10 X 4 1/2' SCREWS 9- O.C. MAX: SPACING. 16 ISEE AD-FA-0020 FOR GAP TREATMENT BETVAEFN SECTIONS. jOhn C. , P.C. K2 Engkm&rjng, Inc. MINOZONE'tl ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY N I H iNC: 2006 cerewv, rAas�rnui � co�sn►ucno" "ro sren srNeoAaos JAC OBS EN HOMES 1K >M AM CRAM= Aw e�auAL . no commwaIRL UK"w' °" O.A. 06-02-06 HOWwloeus P.O. eox 3a6 as �►mseEM rAOXAMOW W.RU W,� ACE FRhy 10 K ROOF TO ROOF ATTAC1Ni�4ENT A SAFLIY HARBOR. FLOWA 54695 nOPM RR V= RWW Ml NM I DRAWC 1UNBFR PHONE (727) 726-1138 Um emom AN lava Rqi oral AD—PR-7002 22 RAFTER TOP CHORD END ZONE RAFTERZOVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS --Zoo ... 2 X 6 OVERHANG FASCIA THIS TRUSS NSTALLED ON SITE BOTTOM CHORD 160- DOUBLED END ZONE RAFTERS TYP. 16' O.C. 1900. 48- 'G 2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .131' X 3' NAILS FROM NAILING BLOCK INTO IdM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131- X 3` NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF #3 FIAT SEE CHART FOR FASTENING OU10OKER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131- X 3- NAILS OR MIN. 7/16- X 2 1/2' X 15 GA. STAPLES 16' O.C. MAXIMUM INTO TOP do BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTLDOKER END ZONE ASSEMBLY�-- 2 X 6 OVERHANG FASCIA W/IrAN. (5) 7/16- X 2 1/2- X 15 GA. NOTE: STAPLES OR MIN. (3) .131- X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OU1LMM To BE SEUM M EACH (TYPICAL AT ALL CENTER BRACES) IK E � � IMM �T. SINGLE 1RUSS ONLY REOT, OUMDE OF 3 FT. AREA SS MAY BE PLACED ON E1IFIETt SCE k NDSOI I. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE SECTION TO BE DOUKED. 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. OUTLOOKER FASTENING: FASTENERS- GUAM. PEWIRATM .131 PD NAIL 5 15 Gk,STAPLE 8 1` 118 SCREIF 2 1' (m TO 0WLOOM FASIE M MAY BE NUAM VANDZONE 111 FROM TOP OM OM F PEIEFRAia ALL EXPOSURES S VAINTAIM, (110 MPH) 20 PSF ROOF 10 PSF D.L. C-RC-197.01-197.02 j72�-71og'-> John C. Docd,--n, P I- . K2 EngineoTing; lnc.. DARA APPROVAL• APPROVED BY 14Feb 05,2008 INC. FEDERAL WWDFACFURED HOME CONSTRllCION AND SAFETY STANDARDS JACOBSEN HOMES 2i0TtC� TiE5E SPECi1Gl110NS AND ORA1tMlW� ARE DRAM �' O.A. DATE 1-29-08• REV, iE1IEit «W. No U"MAS of JACOWN UNWACUMM DRAMlA1G MM END ZONE RAFTER OVERHANG ASSEMBLY P.O. Box 368 W- Sla VAIMUS AK PRDVM TD Di[ SAFETY HARBOR. FLORIDA 34695 RMFW FM 9= WOMS NO WSI BE DRATM NUMBM PHONE (727) 726-1138 WT cormmK AND 91W RON DOM AD—PR-7UD3 23 ON SITE PITCHED ROOF DECKING INSTALLATION TYP, ROOF FRAMING 16' ON CENTER — TRIPLE WADE CENTER SECTION PEAK _ SITE INSTALLED DECKNG ON PITH NO BLOgQNG REQUIRED TRUSS SECTION do REMAINDER OF AT CONT�IUOUS PANEL BOTH OUTSIDE SECTIONS (2 FULL / ROWS OF SHEATHNG) / SEAMS BETWEEN TRUSSES -SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES MIN. WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) INSTALLED DECIQNG TO HERE P1 IAINOZONE Al ALL EXPOSURES '(110 MPH) 20 PSF ROOF 10 PSF O.L NOTES:irr+surw u rvrnvac 1. 1/r MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/W APA RATED ROOF (24/0 Revised SPAN RATED) DECKING (EQUAL OR BETTER). John C. Do, . RI=- Oct 29,2007 3. OTHER TRIPLE WADE SECTION (NOT SHOWN) WILL BE THE }(2 ON rliNC. SAME DECKING PATTERN. FEDERAL SMUFACfURED HOME 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2" X 15 CANSTRUMONAND SAFMSTANDAROS GA. STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES nm M NODR M o�� a O.A. 10-24-07 PR fax Wa SM HA „� �„ ACUM SAFETY HAR8aON SITE PITCHED ROOF DECKING INST. R, fLORIDA 34595 iFt>Fw FOR Fly e1Ebm NO om K MAVMG MNBEk PHW (727) 726-1138 IVT oafvwx me s1 m fete Om AD—PR-7004 24 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SQ. IN. ROOF VENTS (SEE AD—PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD—PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION --I- CEILING / PANEL—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF L11.Z1'1�R7)� Revised Oct 25,2007 INS. DERAL MANUFACTURED NOW INSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE „+ESE �ERDflCA:X1NS Alq oRaxwcs ARE DRAWN BY: O.A. DATE: 10-24-07 REV, LETTER: URONA1, PROMETARY, AM COPIRDWIM MATERIALS OF JACOM MANUFACTURM DRAWING TIU- P.O. BOX 368 SUMAT�s AM PROMED TO THE SUCH SITE INSTALLED PITCHED ROOF VENTS J—\ ��� SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REVERT FOR SPEOM PURPOSES AID INST BE KEPT CONNDFNTUL AM SECRET 1`10 OTHERS DRAWING NU►IBER: AD—PR-7005 9Z 90OL-dd-Ob sew anus IMIS w ?am= aan Kit-qu (LZL) 3NONd d3mm 5MV80 N = par mom =M UDJ wMam S69K VOWD-U 'WeSVw A13M Ba ONILNIA }0021 m � rt� r n S �vn 99C XOS •O'd ML TMASW am '1WR35md 'WIWW to-ZZ—IO 'a-s 3W S%8 ffiO Ow SM011�� �n SMOH NZSSOOVf tl31ln,'Ala ,VQ-1181r11Va0 :3J13oli SOUVMIS,ki awNUILJIro 3nol, 03N1113tl3fiNtlW l 3433 ONI o j Nnr A8 a3noUd d vwo 0 NQIJL321S HUN33 a3MVJLSNI IS STIVM 3DVQMn IN3A SO] (S1N3113a1M38 710J MO 33S) 1N36 MOI SINI& J003 OS dU F: i INr-b VNIA �1tl1[efYA 1fa IHLittxM �3 m VI L t -p9 al i5 306 V 1 z %-A9 m - La IOU t Anw at -K >� > s-.a M um 201 310t 10N 7tl Ja41 ad178 a ( I Nou33s 831N33 so 3M 831N39 f_b Z 1N3n s= r I_u 1a13a Mol 1N3n iol ST1VM 39v%wn 11 AOOH 140 NOIJL33S 83IN33 Ivia Si3YM 39vlaavn I I S 0- 9 O1 9-.19 t 9- 9 Ol .01-.9b t -I* O1 -.It L ,f-.It OL .9-.Sl I .9-51 01 0 TnON WOLM 7119Nn NOVIS x (.091) 038 n n D .N 00 r (SINIMMM33 WJ IWH3 33S) W431S i00a 30 HMVILIO1 ♦Yti 803 UML(1'M DS 001 'dU S11Y11 39Vlaavn 1 i z c i ONUMA ,400a PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT SITE INSTALLED VENT (SEE DETAIL 'A') SITE INSTALLED CENTER SECTION OF ROOF i EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING --FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER SECTION OF ROOF TYP. CONNECTION TO VENT FAN, SOLAR TUBE, OR EXTEND TO RANGE HOOD MARRIAGE WALLS EXTEND PIPE Y ABOVE SHEATHING PLUMBING VENT (FACTORY INSTALLED) CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3` ABOVE ROOF) (SEE DETAIL 'B') FACTORY INSTALLED FLATCENTER SECTION VENT CAP (OR SOLAR CAP) EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4— 801 NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. SITE INSTALLED FLEX DUCT \-SHEET METAL SCREW l'*"-FLEX 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' PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE (SITE INSTALLED) COUPLER (SITE INSTALLED) VENT PIPE (FACTORY INSTALLED) DETAIL 'B' NOTES• +10 DVAL: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. BY 3. E�EUSSTTTDUCIN R�Y BE RUN THROUGH EITHER A SQUARE OR ROUND Ju1d g ,� 4. RANGE AND BATH/AIR OVAUTY FLEX DUCTS TO BE SPLICED MATH ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE— S. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH INC.I v APPROVED GLUE. ND HOME i ETY STANDARDS i DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES 1►C�SKCn`TlO#SSMR)MAweL W R.R. 01-23-04 OROUt FROPKIAWr, AW CR7i1DO 44 DRAWING TIRk _ T� ACnotm P.D. BOX 368 wIERRA<s � IMS AK JOZOM 'WAED 10 m PITCHED ROOF EXTENDED VENTS R1RC. Si1C1 w1T�RLs ARE rrio+mED ro l�E SAFETY HARBOR, FLORIDA 34695 p[OM FOR SKOM FURPM RIP MKI BE DRAWING MASTER: PHONE (727) 726-1138 PVT COIa."14% AND SECRET MIN 011EM AD—PR-7007 kh SITE INSTALLED SHINGLE AND UNDERLAYMENT 15/ FELT TO HAVE A 6' MIN. OVERLAP AND A MIN. 6' WWIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS. 1 r —1 r— —i r —1 r" —1 r I i 1 i 1 rn i 1 i I i I I I r 1 r -1 1 i I I I I I I I FIELD INSTALLED 15/ FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT 1011N A 6' MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT. 151 FELT ALSO CEMENTED WITH A 6' WIN AROUND ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF. I I FIELD INSTALLED ROOF SHEATHING (TYP.) b� 1 6' VADTH OF ROOF CEMENT WEN 1 OPTIONAL 15$ FELT IS INSTALLED. I I I 1 OPTIONAL LAYER OF ISO FELT r-j J l I I I I l I l i i i I i I i I I r-1 ONE-PIECE SO4CLE UNOERLA1YENf ROOF SHE DW (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECKING FOR UNDERLAYUBT OVER LAP OF 6' MINIMUM. 1/2' 1/Y" TO TO 3' 3' N FASTENING DETAIL W I NDZONE ILL (110 MPH) ALL EXPOSURES NOTES: ENGINEIER APPROVAL- DARA APPROVAL 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15# FELT IS NOT REQUIRED. (FASTENERS APPLIED 4J4-­'d Oct 29,2007 ARE ,I1ST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) 1oh en, , INC. 3. SHhMGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS SIG ETT9;L CC:0,lg, )m• EDER/LL WINUFA DE NOrE NSTRiH.l1ON AND SAFETY STANDARDS ONLY WiEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES ram ROSE swumm m,,� „R ummo 61: O.A. "" 10-24-07 P.O. 308 4ON`'EE(( PRWMTML AM WWWOWL LdAMOAS OF JAC085fT1 UA1Rl�?.L'flJ<BT�e DRAM Tl - SIIE A BOX = sass YATBaAds ARE PROM m w INSTALLED SHINGLE AND UN�JIYt$KNT SAiEP HM F726-D138 95 PJNZ ° ` N 13) IMWAC FM AD-PR-7008 28 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER FASTENERS AND UNDER ALL TYPICAL FIELD INSTALLED RAFTER SHINGLES OVERLAPPING THE ROOF FLASHING. .105" x 1' MINIMUM ROOFING NAILS OR .113" X 1' MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPUED TO BE USED IN LIEU OF STAPLES FOR COVER ANY ROOF VENT FLANGE BY SECURING FASTENING FLASHING TO ROOF. THE SHINGLE TO THE FLANGE AREA WITH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. MATH NAILER FLANGE, SECURED TO ROOF. ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. YATH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED WITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. NOTES: DAPIA APPROVAL 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1* X 16 GA. APPROVED BY STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). iNc. FEDE AL MANUFACTURE CONS RUM ION AND SAFETY STANDARDS JACOBSEN HOMES NOTTCE T1csc S�ca11cAIIaTs AID DRAIw+ts AII[ oRAM11BY. M.T.02-04=04 DAIE REV LETTER DRAMNG Tine W"LAL. PROPKIART, NO C fWNTM „ P.O. Box 368 rATMALS OF utoesETl MA►ArFAtuI�Ilc N- SXH MAXIMS ARE PROYOED TO TH TYP. FLASHING INSTALLATION SAFETY HARBOR. FLORIDA 34695 11CF01 TCt Stout KRPM A* MMT B DRAWNG NUMBER PHONE (813) 726-1138 ATPT CDFOEMIAL AND SECiI"O1MET✓S, A0_PR-7009 29 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: I. FRAME DE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL DE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS, 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OCr-NS W"EN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMB114ED LOADING. if`!E'I ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E ;NSTAL!-'D IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. IL FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE IMIED BY OTHERS). 5. VERTICAL BE 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 TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHAM BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ W SIDEWALL HEIGHT ONLY). 9. LONGITUDINAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH [-BEAM AT THE CROSS-VEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUD(LE 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 DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION MID TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 11 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOtif THE WATER TABLE. 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL. DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLDING FORCES 14. ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL (MOUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WhIICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAAMUII OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (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 11 IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. All FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE AFPROPRIATE TABLES FOR THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG P.EQUiREEMEN1S. ALL BLOCKNG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES. 0 S- THESE NOTES AND DETAILS ARE APPLICABLE FOR WIND ZONE II AND/OR WIND ZONE III. THEY ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE V. SEE APPROPRIATE TABLES FOR SPECIFIC INFORMATION ON EACH. _ER DAPIA ROVE® BY /aL ,_ ENE8703572 't 0 1 5VI% INC JACOBSEN HOMESNOTICE: „`�tt„' %qNl�, C.L.Y. DATE: 5-19-95 KV LETTER tTiESE SPECIFICATIONS AND 09AMHCS ARE MCINAL. PROPRKTARY, AND GWMNIIAL DRAIKNG TIT1i f� �® P.O. BOX 368 UATERIALS OF JACOBSEN UA;"ACTIFINc TD—GENERAL NOTES H SAFETY HARBOR, FLORIDA 34695 INQ S)C H HAMMS ARE PROVIDED 10 THE 813 726-1138 A(CMT FOR Vccrc PAS"wv at DRAMNG HUUSER' PHONE ( ) ,err CO+BIDFT2TLIL u® SOCKET teas arHSRs AD- TD-0001 30 ADDENDUM NORMAL TIE—DOIVN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (`t MIN. WIND ZONE 11 WiND ZONE III FLOOR WIDTH YIN. OTY. EA END OF M CHOR ANGLE MIN. OTY. U END C ANCHOR ANU v EA SECnDN ION. 0 EA SECTION WK, 0 20'-0' 2 36' 2 45' O� 24'-0' 2 46' 2 60' 25'-4' 2 50' 1 3 38' 26'-B' 2 1 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE - MIN. MAX. WIND ZONE it WIND ZONE III 4AtlNC DEL HEAD LOAD ANCHOR ANGLE SPAaNG DEIL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 2C-O' 12" 8'-0' 31501 40'-50' 6'-8' 3150n 40'-50' 24'-O' 12' 8'-0' 31501 40'-50' 6'-8° 31501 40'-50' 254 12' 8'-0' 31501 40°-50' p -8' 31501 40'-50' 26'-B' 12' 8'-0' 31501 40'-50' 6'-8° 315C LONGITUDINAL TIE —DOWN SPACING TABLE MIN, WIND ZONE 11 WIND ZONE III FLOOR MIN. QTY. ANDiOR MIN. OR ANCHOR WIDTH EA END OF ANGLE EA. ETD OF Mal EA SECTION MIN. 0 Ea. SECTION MIN. 0 20'-0" 2 50' 2 68' 24'-0' 2 70' 3 50' 25'-4" 3 45' 3 60' 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE R SPAONG DEL HEAD LOAD ANCHOR ANGLE SPACING D6L HEAD LOAD AHCiWR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 5'-4' 31501 40'-45' 4'-0' 31501 40'-50' 24'-0' 12' 5-4' 3150; 40'-50' 4'-0' 3150# 40'-50' 25-4' 12' 51-4' 31501 40'-50' 4'-0' 3150# 40'-50' 26'-8' 12' 54 1 31501 40'-50' ,%11 It►rrrrr, '-0' 3150# 40'-50' OTES: ENGINEER` n 0F),cl�"" DAPIA APPROVAL: 1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREl1EN15. �.� O ' G\STER�.` �•';Z` No. Fo'%I ' APPROVED BYA T. SEE AD-ID-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS - ENE8 It TABULATED ABOVE. 5 � INC. J A COBSEN HOMES li LV 1V1 NOTICE: tNesE sPtanunons An oRA.aNcs ARE �T>w,1�1+a .. C.L.Y. DATE: 5-30-95 REV. LETTER: P.O. BOX 368 E MCINAJ- PROMETARY, AHD CDNnDENTK YATTRIALS OF JACOBSEN UANTFACTUNING W_ ARE PROY00 10 THE n DRATMNG TITLE: NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34655 SUCH YAIEMS rdamT rGR sPETsc Rwass AND 1415T BE DRAMTNG NUMBER: PHONE (813) 726-1138 OUT OD,sTDC nk NO SECRET rRw OTHERS. AD-TD-0010 -31 144 ADDENDUM ���gll 5st vk �, ALTERNATE TIE —DOWN SPACING TABLES v O >> ZONE U & III/EXP. C t,4% LONGITUDINAL TIE —DOWN SPACING TABLE m, WND ZONE I " Zx Its FLDOR WL W. EA. Mon AtraE MR OTt. EA. a Alai MaE y� S N � sEent � B � W l rILeL t► 23'-4' 2 54' 3 40' �O 24'4 2 54' 3 40' 25-4' 2 60' 3 44' 261-8' 3 38' 3 a 30'-8' 3 4T 4 41' (SEE NOTE 14 FOR ANCHOR ANGLES) VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WND ZONE II WND ZONE 11 sPAaNs IL HEAD tam ANWpt ANftE sPACn�c ML WA IrrAD AmAlm FLOOR WIDTH EAYE OUERNANG '23'-4' 12' 5'-4' 3154 40=45' 5-4' 31501 24-0' 12' 5-4' 315DJ 44'-45' 6-4' 31501 35-40' 25-4' 12, 54 31 1 40'-45' V-4' 315" 35-40' 9-8' 12' 5'4 3150# 1 40'—a S-4' 3154 1 35'-40' 3O'-8" 12' 1 54 315" 1 W—W 54 3154 1 W—C (SEE NOTE 14 FOR ANCHOR ANaES) e��eteeeeo��:�s��� °o G. Dp -- '. No 45484 •�• _ U /� • e O •. `'TF' REF. CALC. p 1 C-TD - 215.01 - 215.20 .• e ��S• •...... C9e ONA' NOTES: apt A VADVAL, DARA APFFO -1 1. SEH AD-ip-M FOR AMMOW REOWSOM APPROVED BY 2. SEE AD-m-0011.1 FOR I A=w PER Hm7S ffAWEo FOtt THE LM TAIRLAUD AME. NAJtm 16,2009 a 1E-DM DEW ON 1HS PAGE NRICAaE m DWB<E UMONLY. I N C k va ANCHOR ANGLE: NO BJ THE CNART ABM CANNOT BE ACtfEVED, . FEDERAL EMRIFACMiO MD 0 CONSTRMTSOR AND SMTV STAIt M B T&M AN APPROVW STABILM PLATE JACOBSEN HOMES 1K�► MUM AK WIN BY. W.T. 0A1E 06-04-09 "� `� °R"'M'C mt� ALTERNATE SPAgNG TABLES P.a eox 36B VAINAs — SAFETY HARE30R, FLORIOA 34695 PFtODE (813) 726-1138 W. am wTews AK � TO � IEC W, tat S M n>wP= W WST E W7 Comm W MKT Snots OBB". DRAMNG NMEk AD-1T)-0010.1 32 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.0 SEE FIGURE ZO FOR ALTERNATE TIE-DOIN liEiflOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE 72-DOWN YE A un SE NOTE 5 FOR HAWK fma NOTES: ENGINEER`AQPRw\WW, QQ�O4,�� w PAW&B I 1. SEE AD-TD-WI0 FOR SPACING TABIfS �`��Q� • GAS T Eq� • Fiy '� �"" N0. O '• Z SEE AD-TD-0010 FOR QUANTY OF LONGITUDIAL ME-DOM STRAPS REWIRED. 1 �1 3 3. SEE OTHER DETAILS FOR 6L000NG (PIER) OUAN11TY AND OTHER REOUIRWENTS. _ ENE8703571 I^ r� 1 V 4. SEE AD-TD-0001 FOR ADDITIONAL REOUMENTS. - ""` '�TYaraw 5. ZONE 2/EXPOSURE V: 60' YAMM HMT -4 : T� ;•4, A,o"" ZONE 2/EXPOSUREV; 44' YA)MM HEIGHT ��'PO'•,g(,a, T®r ZONE 3/EXPOSURE V, 40' YAXKIM HEIGHT ZONE 3/E7POSURE V. 36' YAXIYiIY HEK]tT �i iP ••• •'��� �� '����i scS'/nu REF. CALCS: �►• ������� JACOBSEN HOMES THESESPECMATN10o5'AMDRAWNGSAM o`wTa�n+ G �.. C.L.Y. ��'3-27-95 CRONAL. PROPWETARY, AND CCw1DEHTUI DRAWING TITLE: aP.O. BOX 368 14ATUMS OF JACOMN YANUFAC1URNG FIGURES 1.0 AND 1.1 NG SM NATEW/�LS ARE PROVRIED TO THE UW° SAFETY HARBOR. FLORIDA 34695 REOPENT FOR 9ECM PM AND wsT eE DRAWING NUMBER PHONE (813) 726-1138 JUT Cmm mk A!O s u "m 01mm AD-TD-0011 33 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOINING TIE —DOWN SPACINGS FIGURE 1.0 TYPICAL CROSS SECTION SHOWING iIEDOMS I I TYP. Rm TYR MONOR ANGLE {SEE MOLE jd) NNONOII ANGLE (SEE NOTE P) FIGURE 1;1 (DESIGN BASED ON 951/f )—BEAN CENTERS AND 96' HlGH S(DEW&S) NO.' 1. SEE AD-•TO-0010.1 FOR SPACING TAEILM 2. SEE AD-TD-O MO.1 FOR QUANITY OF LONOMMIAL T1E-VOYM STRAPS REQUIRED. 3. SEE OTHM DETAILS FOR Ei1k�i''i{i'M (PIER) QUANTTY Aid OTHUR R REZIDIM 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS S. ZO E 21tW09URE V: 67' MAMUM MOW ZONE 3/1 i2*OSAIRE V., W RA1CMUM HE104T 6. WHEN ANCHOR ANGLE SHOWN ON AD-ID-001M CANNOT DE ACHIEVED, INSTALL A14 APPRDVEO STAMLLLE•ii PLATE JACOBSEN HOMES I WM SuMJUMMD MAi44= QAE mom. PRORSE my, m mummi P.O. ETOX 368 MATSU4S OF 14DOM VNWFACRlN C = SIM7f HATMW AM Pt1rA= TO 19 SAFETY HARBOR, FLORIDA 34695 TMT fm em Rem 0 ma IE PHONE (813) 726-1138 MEET Cai WAL IN SOU FROM OMM eeopgggdBABBBBBBO D OE O,o® / 8�@®Bd8d6®gq9 SFP NOTE 5 FM MOM HM APPROVED BY INPAm 16,2009 *00"IiINC. FEURMCONSTRUCTION CTIONMULAND SARTYdRFD STANDARDS CDNSTNLCfIDN AND SARiV STANDARDS T CALCCS: C-TD- 215.01 - 215.20 M.T. I - _ 06-04-09 FIGURES 1.0 AND 1.1 AD—TD-0011.1 34 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE lI & III/EXP. C & D 1' LONGITUDINAL TIE -DOWN SPACING TABLE E+' MIN. WIND ZONE !I W1N0 ZONE fll FLOOR UDl. OIY, ANCHOR WIN. DTY. ANCHOR �r 'MDTH EA END AN EA. END CFANGLEv Q � 01 EEA,s<cnc� ulx. a EA ;Ecncx MIN. e 12'-0' 2 43' 2 55' 1� 13'-4' 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONG DBE HEM LOAD ANCHOR ANGLE SPACINGANCHHOR DOL HEAD ANDS LOAD 11'-0' 6' V-0' 31501 40'-50' C-8' 3150# 40'-50' 13'-4' 6' 8'-0' 3150# 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. NAND ZONE it WIND ZONE III . FLOOR MIN. OTY, ANCHOR UK OTY. ANCHOR WIDTH EA END OF mu EA. END OF ANGLE A ESECTION WIN. 0 EA SECTION WIN. 0 12'-O' 2 64' 3 47' 12'-0' 3 37' 4 33' 14 3 42' 1 3 1 55' 13'-4' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WINO ZONE II WIND ZONE III SPACING DBL HEAD LOAD ANCHOR ANGLE SPACINGLOAD DEL HEAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4' 31501 40'-45' 4'-0* 3150.1 40'-50' 13'-4' 6' 5'-4' 3150E 40'-50' 4'-0' 3150# 40'-50' NOTES: ENQNEER�0VAt Do �F���°'�. DAPIA APPROVAL- 1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS .`p�g'T" APPROVED BY Z SEE AD-TD-0013 FOR MA UUW PIER HEGNTS REQUIRED FOR THE LOADS 5 TAB1xATE1) ABo>£ ENE8703571 -IN 1 3. WAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. * INC, OR TN 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WITH 95 1 STATE' F @ : �� •'• L nxwwnurcru®,aE mmAr:larwsvtTYstvcwQ 1-BEAU SPACING 96' NAXIWIDM SIDEWALL HEGHT AND 6- MAX" SIDE OVERHANG (6' O:ERI-MG LAIC EACH SIDE OF UNIT). �` �/,/ `` '�i�i��s+ ' • OIAAr JACOBSEN HOMES NOTICE: �AAFfMIII THESE SPEa0+AA 'TCj.Ts AND DRNGS ARE Itll` d C.L.Y. DATE: 5-30-95 REV. LETTER. P.O. BOX 368 HENUMBER: MONAL• PRCPKIARY, AND CCHf1DOMAL MATEFJALS OF JACORgN MANJFACTMNC W_ 9Ja uATExxS ARE PRDNDED TO THE DRAVANG TITLE NORM. SPACING TABLES SAFETY HARBOR. FLORIDA 34695 RTCPOfi FUR 9' FlC PyPM kO MAT el DRATV.NG PHONE (813) 726-1138 KEPT COW10P.4 Ara 900 FRW OTHM AD-TD-0012 35 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE Z.0 FOR ALTERNATE M-DOWN HETHOD ANGLE ANME FIGURE 1.3 SEE FIGURE 7.0 FOR ALTERNATE 12-DOWN VMD NOTES: 1. SEE AD-TO-0012 FOR SPAaNG TABLES AND NOTES 2. SEE AD-TD-0012 FOR QUANTY OF LONGITUDIAL TIE -DOWN STRAPS REQUitED. 3. SEE OTHER DETAILS FOR 13LOMNG (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-TD-0001 FOR ADEIITIONAL REQUIRETIENTS 5. ZONE 2/EXPOSURE V: 30' MAXWW HEIGHT ZONE 2/E)FOSURE '0'. 48' YA)MM HEOT ZONE 3/DPOSURE V: 28" MA)MY HEIGHT ZONE 3/EXPOSURE V: 60' MA)01BIM HEIGHT SEE NOR 5 FOR \STE '• �� •Q�G No. RFn ENE8703571` DAPIA APPROVAL APPROVED BY;b,,, JAN 7 t INC. FtuK. mAoRFACILM HM GMWft lCNMoWittlMaq JACOBSEN HOMES NOT7cE`"'��i,"AUN T� SPEanCAT10NS DRAZON&M„ t�A1M7��'L`- 00 C.L.Y. DATE 5-19-95 REV. LETTER: P.O. BOX 368 AND COCINAt. MOPRIETARY. AND CONFUNTUL Y11°'� OF JAC1°�N UWAC"� DRAWING MTLE: FIGURES 1.2 AND 1.3 h / ` SAFETY HARBOR, FLORIDA 34695 IIE�T FOR M SUCH � A KSES NO ARE PRMMMW BE /L�` DRAWING NUMBER PHONE (813) 726-1138 KFT Cmwnx Are SST "m DnF:as. AD-TD-0013 kll- ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DORY! SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS) _..1ITIITIIItb.._ NOTES: ER'' I. SEE AD-TD-0010 FOR SPACING TABLES F� N0. 2. SEE AD-TD-ODIO FOR DUANTY OF LONCITUDIAL TIE-D011N STRAPS REOUIRED. ENE8703571 _ 3. SEE OTHER DETALS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMEN7S _ �• 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREUENTS , JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 0 "1 AL ��.�`�. 1111 i Tol" NO110E: DRAWN BY: THESE SPEOMADO S AH`J DRAVANGS ARE C.L.Y mclHAL PRomiARY. AND OCenDENM DRAWING TITLE: MATERIALS OF JAC089H UANJFACTLRTNO W_ Ala WATEWLS APE PROHOM TO THE REOPENT FOR SKCFIC POW kO VJST BE DRAWING NUMBER: PUT COtSWTA ko Scan fRou OTHERS DAPIA APPROVAL APPROVED BY INC. Ttmm Y>w3,[,T„871dE W6TRCTOIMO sv[rt iv+vc� 5-19-95 REV. LETTER: FIGURE 2.0 A AD-TD-0014 d ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL, TIE -DOWN INSTALLATION METHODS SIDE VIEW OF uuN F;A4: Ti<-DOiVN STRAP SEE 01HER DETAIS FOR BE -Dom STRAP SPECIFICATIONS. APPROVED ANCHOR METDED TO MAIN 1-EEAM (SEE OVER DETFIS SEE AD-TD-0200 FOR FOR MELDING) TO BE LCSTALLL' RADIUS CUP DETAILS AT TTL- FACTORY. (REWIRED THIS LOCATION). (MW. 31501 XRKING (D�IZN] LOAD AN9 U251 LITWATE LOAD.) o° GROUND ANCHOR SEE OTHER DETAI S FOR SILT; ANCIE AND OTHER INSTALLATION NOTES. SOLID HEADER (CROSS4EuSa) ��� SEE AD-TO-0200 FOR RADIUS CUP DETAILS (REWIRED THIS LOCAION� SIDE VIEW NOTES: T. SEE AD-TD-OC10 FOR SPAC14G TABLES. 2. SEE AD-TD-OOTO FOR OUANITY OF LONCITUDIAL TIE -DOWN STRAFS REWIRED. I SEE OTHER DETAILS FOR BLOCKING (PER) OUANTTTY AND ormER REovREMENTS. 4. SEE AD-TD-DO01 FOR ADDITiONAL REDUARE►tENTS. FIGURE 2.1 FRONT VIEW CUT IN70 IlEAOER •) FOR STRAP ATTACHUDIT. 4UST BE LOCATED W744 5' OF MAIN (FACTORY CUT) CHASS i-BEAN. SEE AD-1.0-C200 FOR RADIUS CLIP Dc1AILS (REOLRED THIS LOCATION). s• MAx iE-DOMN STRAP SEE OTHER GETNLS FOR 1E-DOW STRAP SPECIT1CATiQ\S. GROUND ANCHOR' SEE OTHU DETAILS FOR SIZE, ANU ANO OTHER WALLAWN NC-S. EER WPROVAL: • t �. �C.'lt�f 11 •. NAI Asoo BRACKET AND TIE-DOYN DEICES AM CERT4-TED BY 00S FIGURE 2.2 '.A A.PKOVAL: 38 LONGITUDINAL STRAP ATTACHMENT MICA • j / TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) AN CLAMP, MANUFACURED BY I ENGINEERING, PART 159011 .. ,. FACTURER'S INSTRUCilONS FOR COMPLETE INSTALLATION DETAILS) NOTES: ' DAPIA APPROVAL 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY 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 PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. INC. FEDE ALMANUFACTURED HOME CO"1 RLICTIONANDSAFEfYSTANDARDS NOTICE: DRAWN BY: DATE: REV. LETTER: ' JACOBSEN HOMES THESE SPECIFICATIONS AND ORANiNGS ARE M.T. 6-12-01 ORIGINAL., PROPRIETARY, AND CWDENTIAL DRAWING 111LE: MATERIALS OF JACOBSEN WANUFACTURINC LONGITUDINAL STRAP ATTACHMENT . �® P.O. BOX 368 INC: SUCH MATERIALS ARE PROVIDED TO 7HE SAFETY HARBOR, FLORIDA 34695 REOROIT F'UT !PECFX FNRPOS S AND NUSF BE DRAPANG NUMBER: PHONE (727) 7Z6-1139 NF31 CONnVJMAL AND SEGO FROM OTHERS PHONE 39 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 3 T i LONGITUDINAL TIE -DOWN SPACING TABLE LAIN. WIND ZONE it VAND ZONE 01 FLOOR YIN. OTT. ARMOR UK ott. ARDOR t ��r WIDTH EA END OF EA ENO CIF MOLEv � EA SECTION YalK e EA sECTa++ wE e 10'-0' 2 44' 2 56' �O 12'-0' 2 57' 3 42' 38' 3 50' VERTICAL TIE -DOWN ,/ FRAME TIE -DOWN SPACING TABLE MIN. MAK WIND ZONE II WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPAOIIG DEHEAD LOAD ANCHOR AHaE SPAONG DO HEAD LOAD AKHOR ANGLE 10'-0' 12" 4'-0' 40'-50' 4'-D' 31501 40'-50' 12'-0' 12' 4'-0' 30001 40'-50' 4'-0' 31501 40'-50' 13'-4' 12' 5'-3' 31501 40'-50' 4'-0' 3000 j 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR Val OTY. ANDO UK OTT. ANDU WIDTH EA. ANGLEA. E EA. OFANaE EN V �O Erg gcTIOaN SEC uW. a Ek SECTION uul e 10'-0' 2 64' 3 46' 12'-0' 3 50' 3 68' 13'-4' 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING -TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SDAONC DBL NEAR LOAD ANCHOR ANaE SPAaNG OBI= ANl}40R ANGLE 10'-0" 12' 4'-0' 31501 40'-50' 2'-8' 31501 40'-50' 12" 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4" 12' 4'-0' 3065; 40'-50' 2'-8' 40'-50' ON TES: �vAL� A VAOM`D BY I. OFFSET SECTION KITH THE MARRIAGE LINE WALL EXTENDWG BEYOND THE ENDWALL OF REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE W ACCORDANCE Q� C� '•,' S KITH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE r 6E 11E0 SEP 0 9 1 DOWN IN ACCORDANCE TK1H THE NORMAL SPACING TALES (AD-TD-ODID). ;' * y 2. SEE AD-ID-Oboi FOR ADDITIONAL REQUIREMENTS. -c+' INC. 3. SEE AD-TD-DO2T FOR MATOMUM PIER HE047 REOUIRED FOR THE LOADS TABULATED�t� ABOVE. FED ``� '�iFAj's RAL MANUFACTURED HOME STAND •..••• �G� Coi ISIRUCTION AND SAFETY JACOBSEN HOMES n,fu sPEanunolNs AND DRArlNICS ARE tnONS AN: 'S ARE tL� R.R. DATE 8-27-96 REV. LETiTTt . P.O. BOX 368 �I OI40MAL PROPPXTART, AND OOIROENR►L UA61M LS Or JACa �I MA"ACAMIC INC. SuNATERuLS ARE PRO%= 10 THE R ORA" TITLE: OFFSET SPACING TABLES SAFETY HARBOR, FLORIDA 31695 PHONE (813) 726-1138 KOMI Im SPECFIC MOSES NO IUSi at VVI COWMIA V DRAKWG NUYDER APO SEOXT TROY ODEFS AEI—TO-0020 A IMs. i 40 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE —DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD [TA6EES ON W D-W DQ a AFPLYIII >D THESE STANDARD IAATf-wDE sEcnoNs TYP. CROSS SECTIONS) of TxE uxlT -SEE xoTE L. a-TD-aoza] SHOWING TIEDOWNS V. FLOOR MTW-7 TV - ANGLE ANGLE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE TIE--DOAN METHOD SEE NOTE 5 FOR MAXNULI Efl(8T AI m ANGLE MDIOR ANGLE FIGURE 3.2 d 11MY, ALTERNATE TIE -DOWN METHOD NOTES: - �.-::�.....•,P. 0 '•DAPIA APPROVAL - NOTES: SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �`��•��G� No RFoF�j,''' APPROVED BY�p. 2. SEE 0-TD-0020 FOR OUANITY OF LONGITUDIAL TlE-DOV1N STRAPS REQUIRED. — ENE87�3�J71 ! (OFFSET SECTION ONLY) JL 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.7NIftA 4. SEE AD-TD-000I FOR ADDITIONAL REQUIREMENTS. 9 ••� A� .```` F INC 5, ZONE 2/EXPOSURE 'C'- 44' MAXIMUM HEIGHT �i� ��•• / me ZONE 2/EXPOSURE V- 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)ZONE 'i ��''•. Cj\ .`� �"� � ZONE 3/D OWRE V.- 32' MAXIMUM PMTAXIMUM HEIGHT (44' 0 24' BIDE MIN.) ��''�a`,SNA� .�� ��```• JACOBSEN HOMES NOrC& THESE SPECIFlCATIONS AND DRAVANGS ARE DRAWN BY: C.L.Y. DATE 5-11-95 REV. LETTER: CRIGNAL PROPRIETARY, AND CONFTDENTIAI. DRAWING TITLE: n MATERIALS OF JACOBSF?I MANUFACTURING FIG. 3.0 3.1 & 3.2 P.O. BOX 368 PROVIDED TO THE ' SAFETY HARBOR. 95 Da SUCH MATERMLS ARE CFMM PSECFrSFR0 DRAWING NUMBER: ,f-1` HONE (8 3) 726 1138 TATM AD—TD-0021 41 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOH,, SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SNOWING TIE-00hY SPACINGS FIGURE 4.0 -SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION NOTES .E� • ( ar! 4, OAPIA APPROVAL: 1. SEE AD-ID-oo20 FOR 4ACE4� TA9L.ES (OFFSET SECTION ONLY). �O ¢�,G` hoE9FoF?,, APPROVED BY 2. SEE AD-TD-0020 FOR OUAN!TY OF LCNCIMAL TTE-DOBH STRAPS REOUIRED. h'E8703571 (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOOtt:V (PIER) QUANTITY AND OTHER REOt11R aT5. ^_ ((� � j 4. SEE AD-TD-0001 FOR ADDlTlU:AL REDUIREYEHTS •': To T 9Qj= INC `.+ ti : uaww.sArnr�wt �.c�, ,./�����:.• � � oao�R+c+o.Mown,tts�lc•+!w JACOBSEN HOMES NOTICE -lilt 7KsE s°EOMaT1m Alm mA..m Vmvm BY: C.L.Y. DATE 5-11-95 REV. LETllm ARE OaMAL PAOPIO MY• AM tIDfaxiffm YATptlALS OF ACOM YANLiA 'F"G ` A DRAWING TIM „ P.O. 90X 368MILSQV= FlG• 4• SAFETY HA.R".R. FLORIDA 34695 1C�1 Fot 7(cl C Pir me mm K �� MlYBER PHONE (813) 726-1138 IV? CONmlm me main rxm o1H7tS AD-TD-0022 42 ADDENDUM ��C Qgs ALTERNATE UNIT TIE- DOI N SPACING TABLES ZONE II & III/EXP. C & D / LONGITUDINAL TIE -DOWN SPACING TABLE E+' MIN WND ZONE 11 WIND ZONE III YIN.QTY. ANCHOR YIF1 OTY. ANCHOR `J FLOOR WIDTH EA END OF AN E. END OF ANGLE �� EA SECTION YIN.. B EA SECTION YIKHL 9 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 25'-4' 2 50, L55' 2 67' 26'-8' 2 3 W. VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III DBL HEAD LOAD LOAD ANCHOR AN(IE SPACING DBL. HEAD ANCHORANOTOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 4'-0' 36701 20' 4'4 3900# 20' 24'-0' 12' 4'-0' 37001 20' 4'-0' 3950 j 20 254 12' 6'-8' 40001 15' 4'-0' 22' 26'-8' 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. CITY. ANCHOR YIN. CITY. ANCHOR FLOOR WIDTH E.A. END D EA. END ANGLE vv �O FA. SECitN YIH. Dt. D FA SECTION WIN. 6 20'-0' 2 50' N/A N/A �j 24'-O' 2 70' N/A N/A 25-4' 3 42' N/A N/A 26'-8' N/A N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II NAND ZONE III SPAH]NC DL HEAD ANCHOR ANGLE sPAIz4G DBL HEAD ANCHOR AN^�E FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 4'-0' 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 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' 4000I 27- ,,,,, , N/A N/A N/A NOTES- NOTES: ENGI`kER.'A�PR�YALDO� // - DAPIA APPROVAL 1. SEE AD-TD-0001 FOR ADDITIONAL REWIRElIENTS. STD" • ��t`�!. No. 2 SEE AD-TD-D031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED E1\E8?03571 ABOVE. _ ` + 3. 20 RIDES -82' LIAXIMULI I -BEAM SPACING ONLY.31 —. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). JACOBSEN HOMES �qM tvm 0AUH0 nHEx sPEanuTlar+s DaATnhcs ARE +BRAN++' C.L.Y. DATE 6-13-95 REV. LETTER: DRAWING n ALT. SPACING TABLES P.O. BOX 368 uWAAT°NEFd s PROPME'ACM MANINAC " ` SAFETY HARBOR, FLORIDA 34695 PHONE.(813) 726-1138 DK. SUCH MATERIALS ARE PRWDD 70 T+HC norm rcR saEHnc PiRpm Am DDST BE UT carMTK AM SEFET TRAM DKIM DRAWING NUMBER: AD-TD-0030 43 R0", ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM(S) SEE NOTE 4 FOR MIA" HEKNT ,., Ax T FIGURE 5.0 SEE FIGURE 1.1 FOR RECOMMENDED TIE-D1TN MOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE --DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR = A DESIGN LOAD (TORKINC LOAD) RATING OF 4,ODO POUNDS AND AN ULTIMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUMAXT ANCHOR MEMG THE ABOYE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE 04 I ALL WIND ZONES AND IN BOTH EXPOSTIRE V AND ETIPOSVRE'D', HOWEVER, BY L. SEE AD-TD-0001 FOR ADOIi1U4A1 P.EWILEUFNTS INSTALLING THE FRAME T1E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX 2. SEE OTHER DETAILS FOR BLOCKiNC (PIER) OUANTITY AND OTHER REOUiREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE 3. FOR FIGURE 5.0 SEE ALTERNATE T,E-DOWN SPACING TABLES AD-TD-DO30. RECOMMENDED uETN005 FOR INSTALLING FRAME TIE -DOWNS 4. ZONE 2/EXPOSURE V. 3TC MAXWULI HEIGHT '0': EN(�NEER PROVAff?— ' •;� `. OAPIA APPROVAL: ZONE 2/EXPOSURE 27' MA)w.lu HEIGHT ZONE 3/E7Q'OSURE 'C': 30' UkafJU HEIGHT :,`� �. • • •UFO, �� �U .•t`C1STFk ��� - --•" ' - ZONE 3/EXPOSURE '0': THIS APP'JCATION IS NOT APPLICABLE. .�'`i NO. E IN E.7 171 � :•� L. ter: l' JACOBSEN HOMES NOTICE '"'ms THESE sKoncAnoNs AND DRAaNCS AK 'DRAWN BY: C.L.Y. OATS 6-13-95 REV. LETTER: UhORAL. PROPMTARY, AND CCNITDETINL OF JACOOSEN MAHAACP"C ORAYANG TITLE'MATERIALS FIG, 5.0 m P.O. BOX 368 HARBOR. FLORIDA 34695 W_ SUCH MAMMALS ARC PROWD TO THESAFETY RECs�T Foe PECFX PIRP= AM VLW 6E ORATMNG NUMBERPHONE (813) 726-1138 iVT Caaamw pmscav ERw omm AD-TD-0031 44 45 p�I"°` ADDENDUM T�O�f- Arc ALTERNATE TIE -DOWN SYSTEM TYP. CROSS SECTION(S) SHOWING TIEDOWNS ANGLE ACRE FIGURE 6.0 SEE FIGURE 3.1 FOR RECOTo WED TIB-DOWN METHOD SE ROTE 5 FOR (TA B CH AD-10.00S2 QQEA7L APPLY TO TIM STANOAID YLL11-�[E gC106 OF THE UbT -31 MOTE 1, AO-T<F0012) TIP. FLOOR ST M-7 11 TIP. ANCHOR ANQE ANOCR MOLE FIGURE 6.1 SO FIGURE 12 FOR RECOMYLNDLD TIE-DOTN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEM USING THIS TIE-DOTN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR TIM A DERGM IDAD (1010C IDAD) RATING OF 4.000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIYD.ANT ANCHOR MELI'QIG THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LLN OF THE STYLE CREST PRODUCTS ANCHOR NOTES: S: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BILOC10NG (PIER) QUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-DO201 4. FOR FIGURE &I SEE NORMAL TIE -DOWN SPACING TABLES (AD-ID-DOIO). (ALSO SEE AD-TD-OD20 AND AD-TD-OD21) S. ZONE 2/EXPOSIRE'C': 32' MAXWW HEIGHT ZONE 2/EVOSURE 'D': 24- MA3 MUM HEIGHT ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT ZONE 3/EIFOSURE 'D% 2r MAXIMUM HEIGHT THE ALTERNATE TIE -DOWN METHODS SHOWSI ABOVE ARE ACCEPTABLE FOR USE N ALL wND ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE V. HIDWEVER. BY INSTAL= THE FRATIE TIE-OOMN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND 6 GREATLY REDUCED. SEE OTHER DETAILS FOR THE REC011 oDE0 METH005 FOR NSTALLNG FRAME TE-DOXNS. C. I)OF No.9Fo FZ OAPIA APPROVAL' ROVED BY NIP INGS ..=i'V�N71t I ' JACOBSEN HOMES NOTICE '�II�I�J III�IIIIII"�I" c.L.Y. °A 5-30-95 �` ""` THESE SPfC1f1C+4T10NS AND DRAMNOS RE ORIGINAL. PRWKIART, AND CON11o0 WL DRAWING DTLE: P.O. BOX 368 MATMALS OF ACOBSE" UAWAcAMC FIG. 6.0 & 6.1 Nt: SIa MATERULS ARE PROYM TO THE SAFETY HARBOR FLORIDA 34695 RECPIW F0t SPECIX RltPM MD MM IE DRAWWG NUMBER: PHONE (813) 726-1138 mn CdPmlm AID SECRET ITtom orom AD-TD-0033 46 ADDENDUM S�� ALTERNATE TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE i {+� MIN. WIND ZONE II WIND ZONE III M;N. CITY ANCHOR UK on. MOOR FLOOR t ZQ j� WIDE EA FND Of AN FA. END OF ANGLE EA SEC YEN.. 8 E.A. SECiIOH WIN.B 12'-0' 2 43' 2 55' 13'4 2 50' 2 68' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE SIN. MAX. WIND ZONE II WIND ZONE III SPACING DL HEAD LOAD ANCHOR ANGLE SPACING DLL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH SAVE OVERHANG 6' 4'-0' 37501 20' 4'-0 39001 22' IS4 1 6" 1 5-4' 38501 25' 1 54 39601 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. on. MOOR YIN. on. ANCHOR FLOOR �t1 WIDE EA. END OF EA. END OF LE U EA SECTION YIN.K 6 EA SECTION IN. YIt1 B 12'-0' 2 64' 3 47' 12'-0' 3 37' 4 33' IS 4' 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DE HEAD LOAD ANCHOR ANGLE SPACING DEN. HEAD LOAD ANCHOR ANGLE 12'4 6- 4'4 39501 25' 2'-8' 39301 20' IS-4' 1 6' 4'-0' 39601 25' 2'-B' 40001 30' THIS ALTERNATE APPLICATION REQUIRES111,.,900 POUND ANCHORS NOTES ENGI`NEkeLl �PRto.L 00F 4, DARA APPROVAL• 1. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS �.`Q�. G\STEq ' • Fo'? APPROVED BY 2. SEE AD-7D-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS rABuutED No. EN �8703571 a A8C1Vi _ 1 5 1 MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.7NIlf = IN IINC 4. ABOVE TABLES APFiY TO 160' FLOOR OR 144' FLOOR MOTHS WITH 95 1/2' I -BEAM SPACING, 95' MAXIMUM SIDEWALL HEIGHT AND 6" MAXIMUM SIDE ''� '4' �A N• •': �� �•� M'�J°O iDYD OVERHANG (6' OVUHANG MAX EACH SIDE OF UNITS JACOBSEN HOMES NOT] It, x% ��TIMS RM DRATANM ARE prl m :, C.L.Y. DALE 5-30-95 REV. LETTER „ P.O. BOX 368 aAT AL POFJATART'. Alm eISAc i AL.wo WATERIALS OF .IACS &K Y U40 70 x we sTa uATERvts ARC Pao�otn To T11£ CYLAWNc TITLE'ALT. SPACING TABLES A SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 AEOPIDd rat SECnC Pi NO NO gust RT KEPT CWWTIAL NO saU FROM ONM DRAWING NUMBER AD-TD-0040 47 ouos 4000� ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS AMU mar FIGURE 7.0 SEE FIGURE L3 FOR RECOMMENDED TIE -DOWN MENOD IMPORTANT NOTICE: SEE NOTE 4 FOR MAXWM HOWT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING TIDS TIE-DOII CONFIGURATION A ME CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCIIOR IN A DESIGN WOAD (TOWiG WAD) RATDIG OF 4,000 POUNDS AND AN ULTDEATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUTVB,ANT ANCHOR MEETING TIM ABOVE SPECIMATIONS MADE BY ANOTHER MANUFiC1URER MAY BE USED IN LIEU OF THE SM CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-OD01 FOR ADDITIONAL RECUREMENTS. 2 SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUiFSOIS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOMN SPACING TABLES (AD-ID-0035). 4. ZONE 2/EXPOSURE 'C: 38' MATOMUM HEIGHT ZONE 2/EXPOSURE V.- 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE V. 28' MAXIMUM HEIGHT ZONE 3/EVOSURE '0': 28' MAXIMUM HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES JACOBSEN HOMES „ P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE PE-OOYIN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE N ALL WIND ZONES AND IN BOTH EVOSURE V AND EXP=RE V, HOTTEVER, BY INSTALLING TI[' FRAME IE-DM STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE (ROUND IS GREATLY REBUC£D, SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOIWS. ij" rC` D De, i %* STE�F�ccZ ¢ No. o Ntra7 TAj NOTICE 11 "III,,1TT %W THESE SPEanCATIOCS AIRI DRAO= ARE 13C.LY, OOCI M. PROPTIETARY. — _IOOITm ORAiTWG TITLE MATERIALS OF JACWSEN MANUFACRM PC RKH MATERKS ARE PROVM TO THE KOW ►CPI SPM PJWM AI0 nest N ORAwWG NUMBER: W7 CW110114 AM SEOIET M ODM APPROVED BY �5 ING 5-30-95 FIG. 7,0 A AD-TD-0041 48 SEE DETAIL V SEE DETAIL ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. DETAIL 'A' SUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) -BEAM I DOWN TIGHT TO DUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. l DETAIL V DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR PRO`q,3j?N,k,T LONGITUDINAL TIE CONNECTIONS ALSO. L. Sr��� NOTES: DAPIA APPROVAL, No. o APPROVED PV 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. * — 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % 'O STATE OF ON WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �'�,'�F IA�•' ���` SIGN... ��s� KME z ME D AND FF R FIED OTHERS Nail 2 4 1998 JACOBSEN HOMES NOTICE DRAM BY: DATE REv.IETTER: T}iESE sPEaFlCAT1oNs AND aeamxcs ARE _ M.T. 11-18-98 Em CRONAL PROPKTARY, AND CONFMIAL DRAYANG TITLE AtATUDALS OF JACOBSEN WdNFACTURNC P.O. BOX 36s MISC. TIE -DOWN SAFETY HARBOR, 'FLORIDA 34695 NC SOCK R SPECFXTMALS ARE PRO MO TO TFE PHONE (813) 726-1138 KEPCWW� µµD �3� OTV oRAn,NG NUuaER: AD—TD-0050 e 45 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WAND ZONE II WIND ZONE nl FLOOR WL OTT. ANCHOR WL OTY. ANCHOR (; �O W7011i EA . END OF u SEOnoH ANGLE ua. 9 EA DO OF u sEH:nDN ANGLE wIl e 30'-r 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE I WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DSL " L019 ANOM ME SPACING DOL ANCHOR ANGLE 30'-8' 6' 6'-9' 315Od 41-46 5'-5- 31501 44-49 LONGITUDINAL TIE-DOIYN SPACING TABLE MIN. VhND ZONE I WIND ZONE UI FLOOR WIDTH IL E CITY. EA. END OF fA SECi1DN Amm ANGLE 3rpi. 6 A,K On EA SEC ff EA. SECnxI AAN ANGLE ANGLE YRL 6 36-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE Q WIND ZONE IG FLOOR WIDTH EAVE OVERHANG SPACING w KID LOAD ANCHOR ANGLE 79ING DEL LOAD AKM ANGLE 30'-8' 6 4'-6' 31501 46-50 4'-0* 31501 49-52 VANOZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF: CALa p � G '61 - / 4. 01- !p y�f, !�/ OT 1. SEE FULL ADDENDUu FOR ADDITIONAL REDUIREMENTS G�STER ; Q� NO. DAPU APPROVALM O S APPROVED BY 2. SEE AD-M-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS TA LATED ABOVE G 910334 ON -� STATE OF ;'� . cis'• O $, 14 INC. f,RMI/1C111tC�0E ' ooanaaourowclrswaACI JA C O B S E N HOMES . P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 TNEsE SPEa1,ruNiIOOn TIAM 1 AWM AK LY ORIONAI. PROPMEIAR'f, M OOIioENDFL YAIERIALS OF 1ACOBSEN mm"ACAmu RCCPtIH1 foR SPECfX P RO AIp 0 pE IQPI c0=cx al no MGM mom ona15 AwN By'. M T DATE.2-8-99 REV. LETTER DRANINC TITLE: NORM. SPACING TABLES DRANINC NUMBER: AD-TD-0070 �W 50 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAA. nx AT—lu-WIU I m1 PLX AU-11i—Wlv USE PEA ffi—ID—Mg TW PER AD—TD—W10 TMLE PER 4-1D-0010 TAElIF MAX TYPICAL CROSS SECTION SHOWING TIEDOWNS SET ANSI FIGURE 10.0 SEE FIGURE 20 FOR AVERNATE l7r-DOWN METHOD FIGURE 10.1 SEE FIGURE 50 FOR ALTMM TIE -DOWN METHOD REF. CALCS. ' vy A IUFtolo",.. z SEE MOLE 5 FOR MAXMW HMO WINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L NOTES: EHORPlPX9YACE •.' C(` ,,� DAPIA APPROVAL. 1. SEE AD—TO-0070 FOR SPAM TOM= •QN°• �° • '_ APPROVED BY 2 SEE AD-1D-0070 FOR OUANITY OF LONGETUDIAL TIE -DOWN STRAPS REMO. z 910334 3. SEE OTHER DETAILS FOR BLO0 0% (PEER) QUANTITY AND OTHER REQUIREMENTS. oos ON 4. SEE FULL ADDENDUM FOR ADDITIONAL REOUREMENTS. 5. ZONE 2AEVOSURE'C. 56- MATOMUM HEIGHT �.00 �. STATE �%F ;-4j t'9Q•••. ��c INC. �P;' MDIP�.. �j�` ZONE 2/DPOSIIRE V- 40' MAMMUM HEIGHT ZONE 3AYPOSIIRE V. 56' MA*MUM HEIGHT ,;� • � o ZONE 3/EXPOSURE V: 40' MAMMUM HEIGHT JACOBSEN HOMES N071C1+ TRESS s-EcmTm AND IRA L ARE DRA M.T. DATE 3-1-99 REV. LETTER: P.O. BOX 368 MONAL. PKPKTARY. AM COW MTIAL MATIMA1S OF 4108" MMUA`"'F&C ORAYANG TITLE: FIGURES 10.0 AND 10.1 SAFETY HARBOR. FLORIDA 34695 NG 5101 MAMP S AAE PAOMM TO Ttf REOPOR FCR SPECK ROM AND WV BE DRAMNG NUMBER: PHONE: (727) 726-1138 KEPT cOsmmk NO SMY FIRM OHn AD-TD-0071 51 ADDENDUM. �g�s NORMAL TIE- DOWN SPACING TABLES ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE (�} MIN, WIND ZONE n WINO ZONE III FLOOR MIS CITY. ANCM wt CITY. Rim ^ O WIDTH EA END OF Eel SECT M ANCIE MIN. a EA. DO Of EA. SECT M Mal vx 0 15•4 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE-DOIYN SPACING TABLE MIN, MAX WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAaH^ L pt moo ANar SPAONG LOAD ANCHOR ANGLE 154 6' EACH SIDE 6'-10' 31501 40-46 5'-f' 3150¢ 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. VAND ZONE II WIND ZONE III (� 11 FLOOR WIDTH uR. OTT. EA DO of EA SECTION moo ANGLE MM. a W OTT. EA 00 OF to SECTION ANwDR ANGLE 1N1 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 DSL K <D LOAD FT Mai SPACING ° oAD AD ANCHOR AMQE 15'-4' 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50 VANOZONE NI (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCi Illllllfl! NOTES: 1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS. 2. SEE AD-TD-0073 FOR MAALQM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIOEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2• I -BEAM SPACING, 96• MAXIMUM S10EWALL HEIGHT AND 6' MAXIMUM SIDE OVERHANG (6' OVERHANG MAX EACN SIDE OF UMT). EHG7`NE(�R OV T/I/�., ````�Q� G\STEq•'r�P�l ' No. Fa'•• '� 910334 '. • Q •Q • STATE '��'•• Q �- '�.� �S•., .�� DAPIA APPROVAL-W APPROVED BY lNf 1 INC. pA'aUAW Aicom f� PC JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTI i111 THESE SPEOf1CATnk15 AND Ot1AWyt$ ARE CRIMAL PROPRIEIARY, AND CanKwDALDRAWINGnn.eP.O. WAIERIAUS Of ACOOSEN HANUFACIURDIG ffca1C SUCH uATEMALS ARC PROMED TD THE km coala�1�u AxxD A� js W r ItBY: M.T. DATE: 2-8-99 REV. LETTEFC NORM. SPACING TABLES ORAYdNC NUMBER AD-TD-0072 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS PER AD-TO-MI2 TAM PER AD-TO-02 W PER IUD-T6-0012 TABLE PER AD-ID-02 TAKE PER AD-TD-0012 TABLE YAK TYPICAL CROSS SECTION SHOWING -TIEDOWNS FIGURE 10.2 SEE FIGURE 2.0 FOR ALTERNATE 7-DORN MEPHOD SEE WE5MR MAlOM HMT AME 6T man S"IFIGURE 10WINOZONE III OF 110 MPH IfU1E (TIP.) . SEE FIGURE 7.0 FOR ALTERNATE M-DOWN VMD 20 PSF ROOF 10 P5F D.L REF. CALLS u� _ 9 z . G l 92 - lb NOTES: 1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES. 2. SEE AD-TD-0072 FOR OUANITY OF LONQTUDIAL TE-DONN STRAPS REQUIRED. 3. SHE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE RU ADDEI N FOR ADDITIONAL REWREMENTS. 5. ZONE 2/E FMX V: 56' MAM" FMT ZONE 2/EPOSURE •0': 56' MA)Q" HEIGHT ZONE 3/EFOSLIRE V: 56' MAA1MUM HEIGHT ZONE 3/E)tPOS11RE '0% 56- MAkTMW HEOT ••Ue`C`'G�S1.'.e.� •-cal--i: No. Fo 910334 J AC O E S E N HOMES THESE SPEf9TCA�5`� ORATT� ARE �" ORMN. PRMXTARON�ti7EH Y. MO OT1AL DRANbNG P.O. BOX 366 YAWMALS OF ACOBSO WAMNACTIMNG ®I SAFETY HARBOR, FLORIDA 34695 WC 9" MATERALS ARE PiiOMM TO THE RETSTFHT FIR 7E= PURPOSES AIM MW BE DRAYANG PHONE (727) 726-1138 IM OONROOM& MO SE00 FROM VOTERS I.T. I -..._. 3-1-99 FIGURES 10.2 AND 10.3 AD-TD-0073 53 ADDENDUM OFFSET TIE—DOWN TABLES PCC& ZONIT E I& I/EXP D LONGITUDINAL TIE —DOWN SPACING TABLE (+� MIN. WIND ZONE I W1N0 ZONE I! �J FLOOR MIL u� aR �G v WtOTH 00 O F EA'� xiaE u FJL O a� � m � EA SECTIQI WL 0 Ell scu WL 0 0� 12'-0' 3 4T 3 61' 13'-4' 2 54' 3 41' 154 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAIL WIND ZONE I WIND ZONE N spA LO D DOL HEAD ANdiDR ANGLE SPAWG � MonMifiE WIDTTHH OVERHANG EAVE 12'-0' 12' 5'-0' 31501 40' 4'-0' 31501 39' IS-4' 12' 5'-0' 31501 41' 4'—O' 3000l 40' 15'-4' 12' 5'-0' 31501 43' 4'-0' 30001 42' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. NO ZONE I WO ZONE II WL QTY. AW0 MK QTY. ANCHOR FLOOR ` IMDIIH EA. END OF ANGLEEND of M1(iE O� EA SECTION vl 9 U EA SECiMOII i!L 6 12'-0' 4 45' 4 60' 13'-4" 3 45' 3 60' 15'-4' 3 45' 3 6V VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE ICON. MAX V" ZONE I WIC ZONE III s�IsaNc MIL Mia+oK srAaNc � Maat Mw� VmTH OVERHANG 12'-0' 12' 4'-0' 31501 40' 3'-0' 30001 w IS-40 12' 44' 30651 41' 3'-0' / 39' 15-4' If 4'-O' 3001 43' 3'-0' l 41' NOTES: A6 ENGIM AM - �a LGS, C- sG i6 01- E'6 • l L , +4l�Aff. cALcs C - U - 1 %• G - �"D :.. OFF 1. UFFSET SECTION ATM THE MARRIAGE llE WALL Exm+oHc BEYOND THE ENDTMALL OF � C•. a� THE ADJAM SECTION " BE Tim DOMN AT THE YARAIM�E UK IN ACOMACE � ''Y �'(I FI 'Qj,'.��L ♦�'� &YE D BY �- � WIN THE TABLES ABO1E 1HE SIDEWALL SIDE AND THE ADJACENT SEC110H(S) ARE TO BE TIED DOVIN IN ACCORDANCE WIN THE NORMAL SPAM TABLES (SEE AD-M-DD1O ' JUN R FOR It-0t 1S-4' WDES, AM AD-TTT-0070 FOR 15'-4• WDES� 2. SEE AD-M-0001 FOR ADDITIONAL REQU FSOT5. • * STA >4,: INC. Z I SEE AD-M-0081 FOR MA)WA PER HEIGHT RECAJM FOR THE LOADS TABULATED .� ABOLE. •:�OR19P•• ��4`: I v LM1IANLOCTTIREOHOME JACOBSEN HOMES >x > nm �too" �°•T. oA7r 6-8-04 REV. LETTER: P.O. sox u awow., T,usY, A1D oumaA�s aR �Acaesa rA►wrF ORAMtIC 11AE:se, m OFFSET SPACING TABLES ®® SAFETY HARBOR, �,,,, nwNc ru AD-1D-0080 ON) 76-i 54 5 is ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ Off -SET SECTION) SHOWING BE —DOWN SPACINGS FIGURE 11.0 SIB FI M 4.0 FOR AL'T103 UN 12-DOIW MMOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SE WIE s FOR (Tres al rya-TD-m Mum APPLY 10 MX STANDARD iK -IIOE SM1= OF K IW -SM IVE L AD-T6--0o I nP FLOCR S1'S1E11-7 1.1--- &Maul A1=—I It F I— ma AM FIGURE 11.1 c-sv- r��c1- 16• 2 SO FI M U FOR AL'lHtt M =4ON sa TIP. MOM AM ("c gt, — )9.aFIGURE 11. 2r 7 . as jj FOE tlltOM W-Dolts K=D NOTES: ' r -00 if* DAPIA APPROVAL• 1. SEE Ao-m-ooeo FOR sPAarlc TAeLEs (DFr sEcnar orrar) ��' �•'Y Fi '�t� 'dam PPROVED BY 2 SEE AD-TD-4080 FOR GUMTY OF LONUM& 1E-DOWN STRAPS REGire. I � OE AU fOR BLOW% (PS) GUMITY ACID ORO REWRENET+TS ,r G 0.004548 � ' JUN 4. SEE A0-TD-0001 FOR A00111ONAL REWRE6OTS. "• O�' o w IN �0 S ZONE- 2/000SURE V- 48' MAXIM HWff OI= ZONE 2/EXP09UIE b': /0' MAXlwIUY FtflGFIT-36' FOR 12'-0' i WT5 ��1+�••., �� „ 4. o •°• a ERAL UFACTURED HOME ZONE 3/oPOSURE V. 48' MAla M H8GHT1�1�.•�\�y4��oo� TRUCTIONANDSAFETYSTANDARDS ZONE 3/E)MGE b': 40' MAXNW HWHY cD ci1�01�SEN IDMES NOrlCM �t: ;A rMW SPEQF1UTM AW CRANKS ARE :p.AVwv'T: M.% DATE s—�-04 REV. LETTER ate. PROPi4EURY, AND OMFUQIt & MAI AL5 OF J=M WWff CT1A = ORAWC TITLE Fly. 11,0, 19.I & 11.2 A P.O. BOX 368 SUOJ ARE PROVM TO SAFM HAREM FLODA 34695 MW FOR T IRAO AID MUSTK DRAWNG : PHONE (727) 726-1138 1vt CaNFMMOL pD SmIET ffa OHM AD-TD-0081 55 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SNOIMNG TIE -DOWN SPACINGS FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: I. SEE AB-1D-0064 FOR SPACING TAKES (OFFSET SECTION ONLY). 2. SEE AD-TD-0080 FOR INANITY OF LONGITuDI& TIE-DOYN STRIPS REWIRED. (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS roR BLOCXING (PIER) QUANTITY AND OTHER REODUMMENT3. 9. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. SEE C1140, ®G, G- s,j- !6•Gi- SECTION 101- L ST/( -2101011 '�\STEAD•.! �'•, No. o 910334 STA i a OPf' Ni zi sal; iJvz?:- I r� fP.F_h.iA..,jA;TUAM'r.:M.z AN NOTICE, J A C O B S E N HOMES T1 EX SKOKA ADRAUWS ARE DRAW BY. R. R. DATE. 5— 9— 01 REV. LETTER; C91MAL PRMIETART. AND CWWTIAL DRAWL TITLE: P.O. BOX 368 uATtloAs Of JAC ACTURM FIG. 12.0 -' IR SAFETY HARBOR, FLORIOA 34695 W' 20 MAW4 S ARE FAOdKD TO T9 PHONE (727) 726-1130 ;epl owm?At Aw $=I OTIM DRAlT1NG NIIM9ER AO-TD-0082 ADDENDUM G���s 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES s�'�'� 101 1� 0 ZONE II & III/EXP. C & LONGIT INAL TIE -DOWN SPACING TABLE WIND ZONE I WIND ZONE N FLOOR Mx "y MOM MR. QTY. ANM ^� WIDIH SE OF � SECl1a1 YIL 8 &L Ell O OF Ell SECTION AflOE Irol 8 42' 3 53' 52' 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN i SPACING TABLE WN. MAX. WIND ZONE I WIND ZONE I YLOO OVERHANG EAVE TAM LDWA AWN AWN AWE SPNX WL WA LOAD Mn 26'-8' 6 6'-8° 31501 40'-50' 6-4" 31501 40=51' 3d-8' 6' 1 6'—T 31501 40'-50' 1 5-4' 31W 4T-5T LONGITUDINAL TIE -DOWN SPACING TABLE MIN. ONE 9 WIND ZONE M FLOOR L C" FIM AN= MIME WL QR: EA. ENDOF Af1m mu 1199D1H ECTR&i \v\ WL A EOL SECTS M7l 26'-8° 4 4i' 4 52' M-80 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE @dK MAI HIND ZONE K WND ZONE I �' WL Lob A maSPAC2IG (EL ANO? i A9Kili FLOOR NIH EAVE OVERHANG 26'-8' 6' 5-4 31501 40'-50' 4'-0' 31501 4T-45' 30'-8' 6' 5'-4' 31501 40'-50' 4'-0' 31501 40 -45' WNDZONE M (110 MPH) 20 PSF ROOF 10 PSF O.L REF. cAtcs C let 2 3 +'it Ii111IIl)r:. NOTES E �•.. ' ..'•= �., �SIFI(,`q ,:y' �� DAPU1 AP MAL- =• G APPROVED BY 1. SEE RILL ADDE1ilUM FOR ADDITWAL REDIUENTT , + Ho. 0Q45481i � y000ro 2. SEE AD-TD-M FOR MA)QIIN PIER HEIM REOURED FOR THE LOADS TABULATED ABOIE. *• ' ` INC. �..� ``s, '•• .....••��.•�.+' o T� A 01+.10 RED Eel+G FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFEP(STANDARUS %It.JUL `- 7 9 4 JACOBSEN HOMES ME geXCA S AM M== MEDR141�1 BY M.L DATE 07-20-04' �, LETTER DRAIiNG URE: 1W Hsi SIDEINALL SPACING TA1�S P.O. BOX 368 01= At. "WROARY, Alfa CMEMBIM h1A1D"S Of AUX9 `HANS IIG SM VANOM S ME D Ta » MSAFETY HARBOR, FLORIDA 34695 LE PHONE (727) 726-1138 WW F0 TM KwW"It'.�E WT a FMT K A!D �T � 00M DRAANG IHOM AD-TD-M 57 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS ma FIX AO-m-wo TmE FM A0-M-0010 TW FEA wv-mg TAaf m la-g W10 Imm fu wm-AID um WK FIGURE 10.0 TYPICAL CROSS SECTION I I III SHOWING TIEDOWNS T1r' n= ST5 -7 SEE NDE 6 FLY! L YAlO" "m AINiIOR mu AN01011 HELD FIGURE 10.1 mm mu G 5v- NOTES: 1. SEE AD-10`0083 FOR SPAM TAM • 2. SEE AD-70-OOH,7 FM OW4NTr OF LOWMAL 1E-001N STRAPS REOIA M i SEE OTHER DETMS FOR B.MM (PER) QUAFITITY AND OTHER REQUfik]EMTS. 4. SEE RILL ADOEMIRI FOR A00170(k REQUR0E1I7S : a 5. ZONE 2A)POSTK 'V: 33' NINOAIUY HEIGHT ZONE 2 b': 27' MAJMEUFI HEIGHT zcw 3/b V. 36' MAVAN HEIGHTAn ZONE •��CQiiai ZONE 3/b6RMURE V. 32' MAXIMUM HEIGHT 6. ALL SFiGFFif9UH7F1SS ARE BASED ON 20' ROOF ANCLE MA>L JACOBSEN HOMES »� sNOTL79: 'DRAW ` M.T. fff 07-20-04 REV. LETTER: arSMA. FMPWMY. ACID OMMUM& ORArr>EIC 1111E;+ P.O. Box 368 NAw&ALs OF �mm umwxPmo ' 'FIGURES 10.0 AND 10.1 nmrW.20 NAM MIS IN FWAM 10 lK Io' SAFETY HARDOR. FLORIDA 3+695 OFF FaC t M RIFOW AM WIN r DRAWH6 M M .. PHONE (727) 726-1138 corgonx M 3=1 Rm am= AD-1D—()084 XA MZONE M (110 MPH) 20 PSF ROOF 10 PSF D.L ., DAP1A APPROVAL• APPROVED BY INFIlINC. FEDERAL MANUFACTLIKO HOME CONSTRUCTION AND SAFElYSIA1NKNU: 1k 11 * 7 58 ADDENDUM��� :. 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES . ZONE II & III/EXP.. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+' MN. NO ZONE 1 WIND ZONE 11 v FLOOR • we arr ARM WL an mm �(; MOTH u cF Al Ex MCIE v Q© EA. sEttOi s bx 4 lC lO EA SEcna Y!l e 214 2 58' 3 43' 24'4' 2 6T 3 45' VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE t�N MAX — WHO ZOE 1 WIND ZONE 11 SPAM OBI. READ LOAD moix mu SPAOIC � � LOAD MMM AMQE FLOOR WDTH EAVE OVERHANG 23'—r 6'. 6'-8' 31501 49' v-4' 3150 45' 24'-0' 16' 6'-8' . 3MI 49' 1S'=4' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WND ZONE 1 00 ZONE W AxD�oa on ARM v FLOOR WiD1H o< k C EA. EA E10 � k AM(AE �� S EA SECIIOi IL 1[M. 9 EA 5E001 YYI. i 23'-4' 3 48' 4 43' 24'-0' 3 SOr 4 •45' VERTICAL TIE -DOWN % FRAME TIE -DOWN SPACING TABLE Imp. >lAIL WIND ZONE 1 WiND ZONE 19 SPA= ANR1fAt WE SPAM AM MCLE l,WDTTH OVERHANG LOAD to� 64 31 4T 4'-0' 315of 43' 24'-0' 6' 6-4' 31501 4T 4'-0' 31501 4T Or MAX 9DEWALL HEIGHT wwomw if Au (110 MPH) ` 20 PSF ROOF 10 PSF D.L W. CALCS. ' a`z�loiArsrrr�?.�. L+10TES. � ; DAM APMMAL L� �Q•,�'f1FIt^.,,1�'i�f��a APPROVED BY 1. SEE FVLL AOOE1 W FOR AD3i110M REOUi;lYADi1S. b : G S .+ ON Z SEE AD-M-4M FOR YAMW PIER RD= REQJM FOR 1HE LO : �'• {�i �' M pec• 13,2006 TABULA= ABOVE. i • � A INC. - : �. v 1,T7: L (�- 4L ��••�' ;�`L �Y.�'l y iFDQtq.IW.,L,IC,IMED N0IE MOSAFEIY SfAIIDMDS JACOBSEN HOMES NOTICE �G71 XSEM► IMAM MWM AM 81: R.R. OAIE 11-28-06 REV. LET1ER: DRAkNfi AIIE 108' HIGH SIDEWALL SPAaNG TABLES PA Box Na. a WMAL ► WMW L Av cwwzx MA1O"ALS W y�COM MANW/4'PJ +�a arc XXX MAMMALS Mt PWTMM to IM DRANK MWOEII: AO-TO-0085 SAFETY HA ,%, FLORIDA 34695 P 4C:AE (�zT) 7zs-n36 M03PW RR mul Aar= ADO Kw K evi awnm w No "m aeon 59 ADDENDUM TIE -DOWN SYSTEM TYPICAL Sm ELEVATION . SioWING TIE —DOWN SPAM . FIGURE 10.0• 11ACu MMI lECrm I I II MOOG TIEOOWNS T1r. ftm SM'7 s1E lam s Pa1 ! ANm ARQE to 61PROiED Saw ET ANM NEAO 15vm"ma gun 1E1 m aac (T) FIGURE 10.1 REF. coast 1»N:t1121 wwom �n (Ito MAH) 20 PSF ROOF 10 Ps O.L �� ♦ dd OAPM OPFR A1..' m-M FIX VACII16 7AILES � 11F ��'•t.� ,�., APPROVED BY z SEE AO-m-= FOR OMMTT OF 1O UCIAL K-WKW SMAPS REO111ED . • O E ON' 3. SEE OM DETAILS FOIL QOMK (PER) OUAMUTY AM OTHER REOIA#M IL Na. C� 4. SEE FULL AOOENOUM FIR A00010NA1 REWEIIE NTi �' Dno 13,2006 S. ZONE VDF051>AE Y 44• VAMN H=ff 1 V. 2r MA1tl N MW - PINC. .. • 1 0.6: ZONE 3/E�o91lE 'C 44• 41AA1 NEIGNT TOME 3/E><POAlRE V. 3V MAX" NOW •A .- �. •p •• �: t;14;•• (L � rloeut WIIfACII/!o MORRe COMfTA1L11011 Ai�fAFtir liAlWbi 6. W. AM S ARE BASM OM 20• ROOF AMQE MAX NO IW MAX .... ��;y� �CR� Id tit JACOBSEN HOMES AAl6 wx�"� AK fa R.R. GATE »-28-06 REY.Iim CRANC FIGURES KLO AND 10.1 P.O. box 360 WAWLAL nrorMM^ NO VNIZI K s OF 4%0== MMVj0M MnuwARAC SAFETY HARBOR, FLORIDA M693 PHONE (727) 726-113a at 90 MAli11ALS Ali FlI0 W TO 14 m�eRf 1a V WFC 1wrM Mill nu K iVt Csnodlai awl lo[1Ie0r Rfso¢ ORAWC MLIMS : AD—TD—=6 60 ' ADDENDUM ���,s (108 PIDEI�IALLP) ���, � ,� W. NORMAL TIE -DOWN S kma TABLES �`z 'N10013 ZONE Il & III/EXP. d & D LONGITUDINAL TIE -DOWN SPACING TABLE 040 Zak- it ZONE a otY t Ek o T. O s FLOOR n0TH IF"� EA. SECD* r @ Eel SECO wi 8 12`-D` 2 53' 3 40' �y 13 -4` 3 3T 3 46' 3 46 4 40' VERTIOAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE �IN �jAgVJD ZONE ll 040 ZONE Al SPk* VAX Pa tmlApaE• SPA* VAX Moo ANaE* 11LO H OYEAVE 12'-0" 61 EACH SIDE 5'-4' 72` 35' TO 40' 54 3T 45 13'-4' a EACH SLOE 5-4' w 35' TO 4T 54 42' 45 15'-4' 6` EACH SIDE 5'-4' w 40' 54 48' 4S LONdITUDINAL TIE --DOWN 9PAGING TABLE �v off! ZONE 11 ZONE w Vk QTY. El ft OF mm A1taF� "IND i Ell E 0 r FLOOR,� iP� Ell SECD01t �yiR a EA. SEcn014 6 3 M' 4 40' 13'-4` 3 52' 4 45' 4 44' 4 56' VIRTIdAL TIE -DOWN / FRAME TIE -DOWN OPACINU TABLE} YAX MCI ZONE a 0 zONE nl SPA* WX PIER AIW A H, 91A* IIXP�R kAo APE* FLOOR OUT" EAW OvER11ANG 12'-0" 6 EACH SOE 4'-0' 72` 3T 4'-0' 34" 40' TO 45' 13'-4' 6 EACH SIDE 4'-0' 726 40' 4'-0" 39" 49 TO 45 15-4' j 6? EACH SIDE 4'-0' 1 80' 1 40' 4'-0` 42' 1 417 10 45' NOTE: WHEN AN04OR ANGLE FROM VERTICAL CANNOT BE 9. _km ACHIEVED. ADD APPROVED STABILIZER PLATE. `" •�� (SEE NOTE #6 FOR HOMES SET IN FLORIDA tt�,. �� �,�,z,d NO l EO: ��I 1. 0 FLXL A006 4 FOR ADDITIONAL REWKVE ITS ENA C ^ • j ,�eQ' _ ; �) �• C:T �s � y.~` � 'i) '. s/ •'•, nAWA APF�StOvAi APPROVED BY 2 TABLE BASED ON A XDa lj'Mi* LOAD of J,1501 AND DIAGONAL TIE TO Of4051TEBEAM �► a e•, .• 4' ti..VJ :xt 'M � M2iC. 25,2008 IN I VAX EAVE OYERNANG REFERS TO OvERiLANC AT $DE�jAu NOT iRdli OR AFAR 4, A TABLES APPLY To 144' THS 160'. AND 184' FLOOR 00TH 95 11t + .y�/�f ., '• v �.�nr�: - /�— �• •. ,: _ �� FEDEAALIIANUFACNREDNDMF COrSTRDCUUN AND SAFETY STANDARDS -BEAM SPAoK too WmVL1 90E*ALL mxmi A40 6' UV SOE OVERHANG (6' OyEMANG W EACH SLOE OF 001 • „� ` %S� ••.;��� !r; i ST)AaR PLATES ARE REOLM ON 90E*ALL ANOM AND LON NWAL OVY RULE 15C. EFFECTIVE YAM 29. 19a ANOLORS SET N FLOWA, SEE JACOWEN HOMES NOnOd!}-'ass'lawut W9SKCFCAt�+t�A ,�Aal u, p�EtARx t>k D.O. DATE: 1z-11-07 REY. LETFER t1RA iG nnE ® P.O. BOx 368 A nAit als , +r�oestit AL�tAcn O Nc S" Aol S AW NDvM to tK N�V SPACING TABLES AD- TO-0087 SAFETY HARBOR, FLCWDA 34695 PHONE (727) 726-1138 :�dgµSRWvKk att% 61 ADDENDUM SHEARWALL TIE—DOWN/PIER REQUIREMENTS or. vv U NM (ui WVATias} DC-100" mum I". non umm tfr. s/W uum . , t". Ste ct" vat st 1 1 ULM WX it " Ix am -IW " uspa �Itl 11 � I III�B m PfEit SttE "Ls X-a0os NWO ~` 5m mm t sit MGIIE 1 v --­-4 3m "m i = NOTE Tv :a NOTES 2 AND 3. Q A la mm 2 AM 3. A t�tFii >3tQb m Reds T'Ei1 M3rQ m Raub 7RS LOCATM US WAYN IHS L=TMX THS LOCAM FIGURE 8.0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN MTH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO ALL SHEARWALL cONFICURATIONS, AU. ZONES. -AND ALL 'LF VALUES. 1. Ti47MIS Rlareim h ! W-wo nw mair or LO = m �• ft VED BY im1E11 a rtt W" VIM WK W Rmam AT 0014 , ..., •, �.'!:, Ap aaro AraQls lu er RATED 1% M Kw t Lea a, trz/_ (am as0 LOAD] • : � •l •� (s[ rc-to--m (ro-a m momi ww im ar okom ► cm ="TALUMK) • ; �CA�� C ;F'•-� �'� l ES 1 e i W"KL A 1'tOt AT Get DO Cr THE 2�MxY1 s rra A,+o,c ocTA ? %o. •; tm ItW m AT c�1 be W rdsts tucAmM aPINC3. * 01 SKMUL IS LOCATED *UK A SOLD tOW M MiT 0t5-Wamg no * ��t AI MANUFACTURE DC-DMW MWX bt FW AN IK M U (AL 91d WU CWaPAIMM ALL UMS HOME Arc XL Kwa=,,; :�?, STATF- OF � ��„`�TR XIMANDSAWYSTANNDM JACOBSEN HOMES ��Weaw��� •:•••'`R.R. oz—o,—Oo AM T1k FAEAKA opt rYor�tiur. Aw 1EMP.C. "X aea rAlatkr a i►o" It two - S/W TIE/PIER . REQ. SaFE1T NlaRsoR. t�oRw� »ees lte. am IF 1mliA rRi t�M 1yE PKOHE (727j 720-1138 tr oaRatxK mo rf ip o cl4n • oW��M+G KaTetx: . AD—Tti-1O4 62 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE —SECTION TIE —DOWNS CEL640 MAY BE FLAT OR SLOPED SIDE VIEW I 1/4' vow nE-DOWN STRAP CONTINUOUS ARLYR+O JZTS. END VIEW 3% PIF MAXW9 SHEARWALL DES:Vi VALUE (PER WALL) 1 1/4' X .03S' TE-""OWN STRAP CONT14UCIJS ARCJ%D JOISTS. NOTES- z I N. � OV . ;? ; •'v v�DAPIA APPROVAL 1. Gt " AVOWS 10 BE RAZED FOR AN ULTIMATE LOAD OF 47251 (3150 OESGI1 LOAD] :� 1 faPPROVED BY.�19 (SEE M-TO'D1'(TT7-GENERAL ROTES] FOR ROTES OR WOW0 M0104 W57ALLoON.) .. - 2 ►STALL A PEZ AT EACH END OF 1W %WWALL JOISTS (PER THE AMIE DETAILS). ON 3. MEN 9,EAAVA L IS LOCATED ADM A SCUD READER (RLL HS*rT CROSS-IID+9FR) NO Cc TE-DOWN STRAPS. OR PIERS ARE REUX0 (ALL 9EARWALL CO'MCURATI n ALL ZONES AO All WORM). NC. 4. TE-DG'MI STRAP REQUIRED AT EACH END Of JOISTS, ALL Df>:. cvW CONFIOJRATIOHS. '�4 :�••'.:.':: : • •' �Cj �.0� -OP 6. FULLL WFJTH SHEARWALkS X. TARE SHOWN IN THE DETAIL•A80VE.MAY HOWEVER,ANY LENGTH '///111 !JrFllljl!it�11� �,�`'S` ~:aueur-:•.rx n OR CONFIGURATION SHEARWALL MAY BE USED. NOTICE: DRAYH BY: _ DATE REV. LETTER: JACOBSEN HOMES >� SPEOnCADOKi A`ID DRAWINS ARE R.R 2—s-9s DvowAL. M WROART. AtD CD'LDENTIAL DRAWING nTLE: VATERAS OF JACOBSEN UANUFACTL'RTC P.O. BOX 368 ARE PRMW 10 TIE . W CONFIG. - W_ SUCH N,,� DBLS SAFETY HARBOR, FLORIDA 34695 REOFDxT FOR 9'= PwPM XG VAT K DRA6:\G NUMEER: PHONE (B13) 726-1138 rvi oOMTOT:NnIL Aw s>att nm 00S. AD-TD-0110 63 CEILING MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. TO J& i. 0 WID AHCHOn 70 BE RATED FOR AN ULTIMATE LOAD OF 47251 (3150 OESIGH LOAD) (SEE AD-TD-DDDI [TD-GENERAL RDTEs) foR NOTES ON LRWRD ANCHOR vISTAL ATWx.) 2. INSTALL A PER AT EACH Eta of THE SHEARWALL JOISTS (PER THE AWK DETAILS). 3. WHEN SKARWALL IS LOCATED ABOVE A SOLID HEADER (HULL HEIGHT CROSS-MEMBETRR) NO G TIE-DOM STRAPS OR PIERS ARE RECUIRED (ALL SHEARWALL CONEIWRATIONS. ALL ZONES AND ALL E7HMXES). 4, TIE-006*1 STRAP REOUIRED AT EACH ENO OF JOISTS, ALL DBL. S/W COHFl(AJRAWNS 5. CEILING SHOWW CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. 6. FULL MTDTH sHEARWALLS ARE SHOWN N THE DETAIL ABOVE, HOWEVER, ANY LENGTH OR COtdlCU:RATION SHEARWALL MAY BE USED. 7. THIS DETA.'L MAY APPLY TO TRIPLE AND/DR DOUBLE WIDE SECTIONS 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .03Y TIE-00AW STRAP CONTINUOUS AROUND JOIS1s. John C. DoWO, -P.E. 15133 C. R. 22 Goshen,IN 46526 RN IS A TRIPLE MADE RAFTER, 3 APPLICABLE TO STANDARD BLE MIRE TRUSSES. 1D VIEW x .035' TIE-DOMN STRAP JOUS AROUND JOISTS. NOTE. ALSO APPLICABLE TO 'SUP SIDE MARRIAGE WALLS IM AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED, (1 EACH SIDE ADJACENT 70 SHEARWALL LOCATION) APPROVED t13Y I ONr 1 Ro01A<�r,H:nARSK+t 0001*001MOL1 LTTliWi.M76 JACOBSEN HOMES ■ P.D. BOX 368 „ NOTICE: THESE sPEaxaTHDNs AND ORAWrNCS ARE GIMNAL, PRWKTARY, AND CONTIOENTLAL MATERIALS OF JACOBSEN MANTFACAATHNC DRAWN BY: R.R. DALE: 4-09-96 REV. LETTER n DRAWING 08L S/W C4NFIG. TIE —DOWN SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 THE REST 1OR �� � AIM FROYMMAI TOPT -DRAWING NUMBER: OXMfAl NO SECKI TV= OROK AD—TD-0111 64 PORCH ANCHORING DOUBLE HEADED 3,11, NOTES: 1. SEE SIT-UP MANUAL AND ADDENDUM FOR APPUCAM BLOD(ING X .035" TtE-DOWN STRAP JOUS AROUND STRAP BLOCKS. Mt4DZONE III EXPOSURE C (110 MPH) 20 PSF ROOF 10 PSF D.L. R, REF. *..CkCS." C;uA ENGIN11"�?RWAL., [DAPIA APPROVAL' OPROVED BY -A NOTIC& JACOBSEN HOMES Xg SPECDCAIMS APO DRAWWS ARE cnaNA4 mhwuw. MD 00fWnAL �; P.O. BOX 368 mAimALs OF jo=04 Uk"ACRA" W_ RICH MATERALS AW PWM 10 SAFETY HARBOR, FLORIDA 34695 FWW RA SPECK WM AND H51THE BE PHONE (727) 726-1138 KEPT cmnDDMAL AND S-3F? rROW OHn IRINC. MANUFACTURED HOME Cl ION AND SAFETY STANDARDS rC "i t =2 M.T. I " 12-13-03 LETU: PORCH ANCHORING I - AD-TO-0112 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE-OOvN ANCHOR BRACKET (FACTORY INSTALLED) FLOOR CRIMP SEAL (3150/ WORKING LOAD) CC G3 s �i 3 b NL+ (p; VERTICAL TIE -DOWN TYPE I..FINISH B, °C 4+ GRADE 1 STEEL STRAPPING i 1/4' WIDE Jk 0.035' � JP IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS DIACONAL FRAME TIE CONFORMING WITH ASTU STANDARD O SPECIFICATION D3953-91. O STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTAU.ER TO FABRICATE RADIUS CLIP BY PLACING A STRAIGHT Y LENGTH OF 1 1/4' X 0.OW TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING 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 *2LjQLLr THE RADIUS CLIP. T111I I If ru�ry,/i OVIi0. O ' L DAPIA APPROVAL: NOTES: r ENE070357 •� 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME = _ ROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. TA F r : � � 5 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SO•'. / 9 ` y�r�^ �� �j SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- '.�� �. '� A 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERSAMON.,'��sriIAljwEN````����'"��"�� WHERE THE ANCHORING SYSTEM REOUIRES THE USE µDIOR;W ANp TIE -DORM OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEUCES ARE CERTIFIED BY OTHERS JACOBSEN HOMES NOnCE DRAWN BY. DAZE REV. LEnm TIia vEa CAIM AM ORAVMM ARE C.L.Y. 5-3i-95 A CROXAL PROMINY. AID Wt10DIM DRAWING TITLE: /, P.O. Box 368 MATM93 of xtoM MAHJYAtIUrW ALT. TIE —DOWN APPL. I{-y1 SAFETY HARBOR, FLORIDA 34695 � tq SPo Rraael<s NO SM K DRAWING NUuBER PHONE (813) 726-1138 wn CONTJ ?At Ale woo ry= ortu& AD—TD-0200 66 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,_ IT LIAY BE LENGTHENED BY USING A CRIUP SEAL WITH A WORKING LOAD OF 3150 POUNDS 110 LJ�P DIAGONAL FRAME TIE --- 1 I ANCHORING EOUIPNENT CAPABLE OF RESISTINGTHE WORKING LOAD REOUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. II NOTES: 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME TIE -DOWN STRAPS AND 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 (SEE RADIUS CLIP). APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) 2T5 W S >i IF NEEDED, USE VERTICAL o TIE -DOWN TYPE 1, FINISH 8, W GRADE 1 STEEL STRAPPING 1 1/4' MADE do 0.035' a IN THICKNESS, CERTIFIED BY W A REMSTER£D PROFESSIONAL H ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. r Q No. 'v 910334 -_ -a •• STATC ^� J, •. JACOBSEN HOMES THESE SPEonnKs CN✓� A� UNAWTi9 ® OP.1011AL PROPRUEIART. AND C019IDDITiAL DRAWING P.O. BOX 36B LIATMALS OF UACOBSEN MAM1rACTWWG Or. SUCH UtATERlkS ARC PROM= TO THE SAFETY HARBOR. FLORIDA 34695 RECUPO7T FCt 9'CCNC PllRPM Alm NIA( BE DRAWING PHONE (813) 726-1138 Kyl COM'OEHTUL MO sr= FRa1 074n w APPROVED BY 00orREVISED 10rz-1% INC. fwr+nir.eTu� now mtisTncmvuo c�sEzr aZvm.ruc DATA REV. LETTER 10_05-96 � A ALT. TIE -DOWN APPL. AD-TD-0210 67 .ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUHA4 '8'\ SEE TABLE FOR MAMMUM SPAN FOR COLUMNS 'A' OR 'B' COLUMN 'C' COLUMN b' f SEE TABLE FOR MAAMUY SPAN FOR COIU►OS 'C' OR b'� SEE TABLE FOR SPAN COL. T: SEE TABLE FOR MAX SPAN FOR COL 'G' COLUMN 'E' COLUMN 'F' COLUMII 'C SEE TABLE FOR MA)0UUM SPAN'FOR COLUMN T' MAXIMUM ALLDWABL.E SPAN TYPE OF ANCI O M REO D COLUMNS 'A', V. b' OR 'E' COLUMNS 'B' OR 'O' COLUMN i (SEE AD-m-0251. AD-TD-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-TD-0253) SEE NOTE I EV. 'C' EXP. b' ExP. 'C' EXP. b' EXP. 'C EXP. b' W. 'C DF. b' OF. 'C' Ems. b' EV. 'C' EXP, 'D' 2 - 31501 M04ORS 43'-0' 29'-6' 33'-9' 23'-7' 43'-0' 29'-6' 33'-9' 23'-7' 4S-0' 29'-6' 33'-9' 23'-7' 1 - 3150/ ANCHOR 21'-6' 14'-9' W-10' 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' W-10' 11'-10' I - 0/ ANCHOR 27-3' 18'-9' 21'-5' IS'-0' 27-3' ID'-9. 21'-5' IS'-0' 27-3' 16'-9' 21'-5' 15-0' NOTES: 1. SEE AD-TD-0251. AD-TD-0252 AND AO-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. ENONEER AL DAPIA V ED APPROBl(A", JUN I 5 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INPI INSTALLATION. [2JOhl C. Doeden,.l...�,�„�» 15133 C. R. 22 �j INC Goshen, IN 46526 JACOBSEN HOMES P.O.Box 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 NOT1CF_ wx S"EQFXA HONS AM DUUNM ARE PHHOVANCORI: V OaACV J AL WMALMATERIALS MUTT1aAls OF xcaegM MANIXAH:T61RM0 9C SUCH MATEIt111S MAC FRONRD TO THE U0Vff Fat 9W w� No MI K WT ammim No moo nu cram DRAWN BY. C.L.Y. OAIE: 5-31-95 REM. IETTER A ORAMANG nTIL COL TIE —DOWN APPL. DRAWNG NUMBER AD—TD-0250 68 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT c CAPABLE OF RESISTING THE WORKING LOAD OF 3156 { MIN. O ANGLE SHOWN. 35 ANC1E � I-III=1 I I =III ANCHORS INSTALLED 24' APART COLUMN STRAPS SEPERATE GROUND NOTES: 1. ALL ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LINE OF MULTI -WADE ._• ATTACHED ANCHORS ..,ullwur,,._ VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WDE do 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. 35' ANGLE TO TWO (3150# EA,) Q No. o ENE8703571 �' V y, AFF 1 C I;'ED BY p,,,.. •� JUN 1 5 PI C uWwralm m JACOBSEN HOMES P.O. BOX 368 THESE sionCA ,OM DIUMNI.S ARE OIOONAL. PROME1ARW. AND CCWM714 MA11RU1S CF JACGBSEN YANUrACAmc BT ' C.L.Y. °A 5-31-95 REV LETTER /� /-� DRANNG TITLE: COL. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34695 NG SM YAILRXS ARE PR%= TO THE KOIC I rcR 91LTi1C pifto NO umK DRAMNG NUMBER: PHONE (813) 726-1138 W7 OOITDOITAL NO 900 rift 01H= AD-TD-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT- CAPABLE OF RESISTING THE WORKING LOAD OF 3130 / MIN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DEiERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. umwcE LINE of MULn-wDE 1iID=_l VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4- WADE & 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. ATTACHED TO A ANCHOR (3150#) No.RFo cZ NE87 101 .�4NAl Ey.��, ROVED BYE �>•� JW1Sm INC JACOBSEN HOMES �'D�"� C.L.Y."""' 5-25-95 nrtsE SPEClIIC11110„S uo IRArNGs AIE ouaMN.. PKPMETPA AM CON,WML GRAWNG 1111E P.O.sox 3be W1 RM °F ACWS "'WAC AK COL TIE —DOWN APPL. " IC SUCM MAMt S AM rWAG) TO IK sAFE�AER(OR,JF �0RI0138 695 Wl AN FM NO MM oaAW+lc NUI+eEIt AO-1D-0252 70 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR MARRIAGE LINE DF MULTI -BADE ..• _`-VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4- WADE k 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR ANCHORING EOUIPMENT STRAPPING. FLAT STEEL. AND SEALS. CAPABLE OF RESISTING p THE WORKING LOAD O 0 OF 3150 / MIN. O ANGLE SHOWN. Tl-=1 T 1=TTI AN0.E I I -III —_III+ 35• ANGLE =111-11 i ANDIORS INSTALLED 24' APART COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS, (315O# EA.) NOTES: ``� V F I���' DARA APPROVAL- 1. ALL ANCHORING EQUIPMENT SUPPLIED .`� ��; BY AND INSTALLED BY OTHERS- ON SITE. Q ND• s AFr -:`•• '� ED BY x,,_ 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ ENE8703571 * _ ,-='-Nlf4lNC `� 1 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - •�JUN ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �,•.• �: WHERE THE ANCHORING SYSTEM REOUIRES THE USE A OF EXTERNAL STRAPS OR CABLES. REV UTTER: JACOBSEN HOMES TKSE WE� �as o"wit•» ImxwNLTY. C.L.Y. DAZE 5-31-95 ORMAL PRupwiwr. AND omawtxTK DRAWG TIRE: / \ „ MATERIALS OF dACOM M*"ACTLR C /H` P.D. BOX 368 COL. TIE —DOWN APPL. SAFETY HARBOR, FLORIDA 34695 K"T ra C NPO AW K51�1E PHONE (813) 726-1138 PUT CWMnAt NO Stott nO OTIE76 ORANUTG NUut1ER AD-TD-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EOUIPMENT 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. 101 YARRUGE LaE OF UM11-AM VERTICAL TIE -DOWN TYPE 1. FINISH 8. GRADE 1 STEEL STRAPPING 1 1/4- MADE Q 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIR STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. T ATTACHED TO A ANCHOR (3150#) ...Itululr,,.. No. Rio F .� F�NE87�35�- ONAL.E BYE I INC Nonce o.:. C.L.Y. ..,.- 5-25-95 JACOBSEN HOMES mu wconGma me woo AK ONWO.. PWUTW ARID oaslt ft DRAWIG TITLE MAlUS" or xCom uAvsAc "K COL T—DOWN APPL. P.O.Box 36e �I We 20 MAXR S O t PRMV 10 11t SAFETY HARBOR. FLORIDA 34695 FLOW Fa 9'= RR W "WM K DR WG MWOM PHONE (813) 726-1138 K" tnfwwL Am Iml no amm AD-M-0252 70 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 / MIN. COLUMN STRAPS SINGLE GROUND 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 r ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. iJ MARRIAGE LINE OF MULTI —WIDE FLOOR 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 ASTIR STANDARD SPECIFICATION 03953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHOR (4000#) �� .�G15T E�FUt�7 PROVED BYE, ■■ %01510 I V 1 f"'1 INC. rtote+aw�vxnr®wi wrat�ucl a AIO SA1tiT N1OMO NOTICE .I" IWAwmer DATE MY. lLIluc JACOBSEN HOMES � sKallrAwn AID ORAwo AR[ c.LY. 5-25-95 a+wwM. FROMOVANT. AD =nOUITI& DRAWING 1111E: '! P.O. BOX 368 W_ SM Mt= 70 COI. TIE -DOWN APPL. SAFETY HARBOR. FLORIDA 34695 KCFW F015KCTC PJMS AID US1 K DRAWING NWBER: PHONE (813) 726-1138 Imo CNMIK AM =V MW 000M AD-TO-0253 71 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION .A. COU11tN 13� ��M �+ SEE TAM FOR WA1011l1W SPAN FOR COLUMNS W OR �T- 'C' COLUYN b'� �COLUIQF APPROVED EY F SEE TABLE FOR MAxMI SPAN rOR COLUICS'C oR b'� SEE TABLE FOR SPAN COL T~ SEE TABLE FOR MAX SPAN MR OCI I N C. FED MANUFACTURED HWE FW K)N AND SAFETY S TA'1W.05 MAR 0 3 1999 cmum'r axumm 'G' SEE TABLE FOR WAX m SPAN FOR OOLuMN i I MAXIMUM ALLOWABLE SPAN TYPE OF ANWORING REOb MWNNS W. V. V OR Ir CO LUG W OR 'C CO(m Ir (SEE AD-TD-0151. AD-ID-M2 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZO1f 3 AD-71)--0453j SEE NOTE 1 Ems. 'C' E77. b' EXP.'V 6F. V EXP. •C EXP. V EXP, V W. V DP. 'C• EXP. V W. 'C' DP. b' 2 - 31501 ANCHORS 37'-4' 25'-6' 29'-4' 20'-4' 37-4' 25•-6' 29'-4' 20'-4' 3r-4' 25'-6' 29'-4V 20'-C 1 - 31501 ANCHOR 18-6' 12'-10' 14'-7' 10'-3' 18'-6' 1%10• 14'-7' 10'-3' 18'-6' 12•-10' 14'-i 10'-3• i - 40001 ANCHOR 2S-V 16'-4' 19-7' 13'-0' 2X-B' 16•-4' 18'-7" IS -IV 23'-8' 16'-4' 19-7- 13'-0' W. CALLS. �' %✓H ��, Q( Ile, NOTES: ENa F! I., DAPIA APPROVAW p � 1 1. SEE Ao-7D-0251, AD-1D-0252 AND AD-ro-0253 FOR SPECIFIC INFO. ; Q� ryp, O'•. = APPROVED BY ON ANCHORS. = 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. = 910334 �•� STATE OF INC.- �'•. pi1111CA1 ,� s,� JACOBSEN HOMES T11ESE oRA MT DA'E` 2-9-99 BOX 368 m sma=TTa0 NODRAW=AIE YA � �p1 NIC nTlf:P.O. 184" WbE COI. TIE-00M APPI. SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 Na S" WA1{ MS AAE PROM= TO THE REST 1DR SWX RIp0 kG � K PUT ORAWX 0MD(u ►M WW TROY VKK AD—TD-0254 72 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' LARGE OPEHNG 24' SEE NOTE 1 BRACKETS (SEE ME -DOWN SPACING TABLES -NORMAL MID/OR ALTERNATE- FOR MA7Q U SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL. TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0' (24') FROM EACH END OF THE UNIT. NOTES: PR O y s •': DAl'IA APPROVAL' ENEE8703571 = I. LARGE OPENING=ANY NC WIDER THAN MAX TIE -DOWN SPACING ALLOWET).= ROVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAC %�►+r-- SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE 1 5 1995 MAXIMUM TIE -DOWN SPACING REED ON THE APPROPRIATE VERTICAL AME REQUIRED ,�'•. /� �+ .X�ni TIE -DOWN SPACING TABLES (SEE OM DETAILS). INC 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCAIICNS. ��i�,�,��!'�AL����,r` :Y:�,: 4. SEE AD-TO-0001 FOR ADDITIONAL REQUGNEYENTS fit ANCHOR BRA00 AND TIE-DOVM DEVICES ARE TFED BY OTHERS HOMES NOTICE^ AM rdESE lKanCATI P AMAC AM DRAW BY: C.L.Y. DATE: 5-31--95 REV LETTER: P.O. BOX 368 ClaGNX. PROP MY. Ara MWMTK VATuw OF JACCM MA"ACTMG DRAWWG TITLE: TV. SINGLE WIDE T/D SAFETY HARBOR. FLORIDA 34695 NG SXN WAIERIALS ARE PRONGED 10 IK REAR MR 7Efi1G PIAPO3S NO WS7 BE DRAYMG NUMBER: PHONE (813) 726-1138 W7 W�rD II& W mw lRwus on AD—TD-0300 73 ADDENDUM TYPICAL MULTI- WIDE TIE- DOWN PLACEMENT SEE NOTE 2 A 8 C 14' LARGE OPENING 24' �^ .. SEE NOTE 1k. ^F] COLUMN SUPPORT TIE-DOYM STRAPS. REOM AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN MDTH. MULTI -VIDE FLOOR SIMN SEPERATED FOR CLARITY v v V V V v v v Lei24' STANDARD VERTICAL TE-DOW SIRAPS OR ANCHOR BRAMIS (SEE TE-DOVIN SPACING TABLES -NORMk AND/OR ALTERNATE- FOR MAXIMAUM SPACING ALLON7J). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRA]IEIS TO BE !INSTALLED A MAXIMUM OF f-O' (241 FROM EACH END OF THE UNIT. FOR ALL TEE-oo1nNSTs APLE WIDE AND ss GER UNIT �TIOs D�INSTALL ETAt.� ```,N +TIC O S: OAAA APPROvw 1. LARGE OPENING = ANY OPENING TINDER THAN MAx TE-DOWN SPACING ALLOWED. NE8703571 _ OVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI, SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE TA OFF MAXIMUM TIE -DOWN SPACING REMED ON THE APPROPRIATE VERTICAI.ARAME ���' ( T 5 �35 TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). �' �� ..•' a�' IINSTALL FRAME IS AT ALL VERTICAL TIE -DOWN lOGI110NS. �.,�'fS/0 AE�1V\�•���` (� 4. SEE AD FOR ADDITIONAL REWKuENTS. A+C�(ty76914?Iii+1Jl� TE-Dom+ DEVICES ARE CCRTM BY OTHERS JACOBSEN HOMES T SE SKow mo omm „m MAN BY. DALE REV. LETTER C.L.Y. 6-1-95 MMAI. PRWIDUARt AND aoor MTL4 DRAVANG TITLE* � MULTI —WIDE T/D A P.O. BOX 368 MAVETEALS CF JACOM NAFAlSAC1URWC HE TUMS ARE PROMM TO SAFETY HARBOR. FLORIDA 34695 K"IT RR p APO UZI BE DRAxwC NUMBER. PHONE (813) 726—IIM It" cQ4mIK "O 9ECK7 rmm own AD-TD-0310 74 SINGLE WIDE TIE -DOWN PTER HT. ZONE I TIE -DOWNS MARRIAGE WALL OPENING TIE —DOWN I (REQUIRED AT OPENINGS ONLY.OPTIONAL AT SEE DETAIL — 'A' OTHER LOCATIONS.) FRAME TIE —DOWN SEE DETAIL — '6' DOUBLE WIDE TIE -DOWN NOTE' NOTE: MARRIAGE WALL C SECTION SIMILAR TO I OPENING TIE —GOWN I A k B SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS MADE TIE -DOWN NAL FRAME TIE —DOWN ONLY. OPTIOAT I SEE DETAIL — 'A' OTHER LOCAnoNs.) SEE DETAIL — 'B' TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (MEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' STRAP BUgctf YA1H 2O25{ ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) CAPACITY MINIMUM IMPOSED GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING OdPOSED BY THE TIE -DOWN STRAPPING (3 so LBS. MAAMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' 40' - 60' TYPICAL TIE -DOWN STRAP (1 1/4' X MY MINIMUM 21NK COATED STEEL STRAP, OR EQUAL WITH 3IS0* CAPACITY MINIMUM) X I.5_ 4?ZS a uLTlrti m Loco aggact" PULL DOWN TIGHT TO --/ GROUND ANCHOR DETAIL 'A' NOTES: 1. SEE DETAIL 'B' PAGE 4 ROR MARRIAGE WALL OPENNGS GREATER THAN 49 INCHES. A UP To 1-1` 4` 79iiB SA2� 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 IIDR Pa(. ANCHOR AND nE-DOYN PLACUNT. 3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM PIER C ONSTRUCTKIH. is 4j a a a STATE OF p�oko"G9 •° Z©Rot • JACOBSEN HOMES i'NESC SP'ECJtiCANOMAND ND TR7NS ASRAx:NW ARE MORAL PROMETARY. AND OWtl4OrN1UL E P.O. BOX 368 UATETMALS OF JACAtW MMVA:TLFdNG tNC SKH UAIERW3 ARE PROVIDED TO THE SAFETY HARBOR, FLORIOA 34695 KCMT FOR S°fLSfTC S Am Mg CE PHONE (813) 726-1138 IVT COlffOE M NO SE00 TRW OT M APPROVED BY SEC 2 RR -..._ 10-31-95 ZONE I TIE —DOWNS AD—Z1-0001 75 76 ZONE I TIE -DOWN PLACEMENT TYPICAL 1-BEAM lIE-DOWN - VAIN FRAME I -BEAM - - NOTE /1� - MAN FRAME I -BEAM I�TGIANG SPCISPNGSPCI I _ A _ I _ CENTER _I SR -PACING CENTER SPACING I EMI DOUBLE WIDE TIE —DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER END TYPICAL I -BEAM TIE-DOVN MAIN FRAME I -BEAM SEE NOTE }'IJ SEE NOTE MAIN FRAME I -BEAM MAN FRAME I -BEAM I.ENDCENTER CENTER END A.SPACING I SPACING SPA. F. ..I .-I-•-= I =T TRIPLE WIDE TIE —DOWN PLACEMENT NOTES: ENaNEERso D T. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF � �: G�RNIFrCA�•.,'L MARRIAGE WALL OPENINGS YWDER THAN 49 INCHES. r Ho.0045494 °! "STATE OF 0 m 0 APPROVED BY 0 or N p (� I aaaxw�aia-v�ee�as cosra�na A+o wan avvrxer;<o NOTTCa -0fl fffiuny- OATS: REV. LETTER; JACOBSEN HOMES xsE sKa►1FAia+s ARD ouvdN 5 ARE ' RR 10-31-95 OMONAL. PROPRILTAR, AND COWWTIAL DRTITLE: P.O. BOX 368 MAC OF 4ACMSER U AZIMG AMNG TIE -DOWN PLACEMENT WL 9" WERWS ARE PR01= TO THE SAFETY HARBOR, FLORIDA 34695 1UPINT FOR Seat RlRPO6ES AM UIM M DRAWING NUMUk- PHONE (813) 726-1138 WT OG`FMnk 00 MDO tRal 0M AD—Z1-0020 77 ZONE I 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. BY rz CV. FEB 0 1 2000 INC. JACOBSEN HOMES IKK VM=T d ANO DRAW= AK V`"'� Or.M.T.°""' 2-1-00 lay. ""t� MUD \w WAY" Tine: ZONE 1.INST. P.O. BOX 368 SAFETY HARBOR, FLORIOA 34695 PHONE (727) 726-1136 pu6.%K. rROPYfl_v. AAo VmWLxm-L WA 1ijOf w, =am UUW „K RowR fat guff �� Ago NO K lulr cm m" as hour mm own A DRAW MJY M AD- Zl _0100 78 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT /DORMER I �. TRIPLE WIDE 11 OR QUAD WIDEII SECTION(S) MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REF3 ALSO TO SDEWAU. TIE -DOWNS MAXIMUM HEIGHT} 70W 2 70HE EXPOSURE 'C' 9T 56' EXPOSURE '0' 39' 46' LONGTUOINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAM THIS END. EXCEPT FOR ZONE 3 EXP. V THEN 2 REQUIRED EA. HALF (IE. D:E EA. BEAM, ETC..) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SMALLS SAME AS THE MAIN UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT CCIUMN SUPPORTS PER DOUBLE MADE CONNECTION REQUIREMENTS. 24' MAXIALUM SPACING TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SAME AS TYP. DOU E MADE TIE -DOWN REQUIREMENTS). 2 LO NOTUDINAL TIES REQUIRED AT EACH HALF THUS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE 11NE 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.) fit T Ur rrfrr4 N ES' EN ji)V •••.,• DARA APPROVAL• 1. FOR WAD SECTIONS. EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED • Q' No. APPROVED BYE,, L40MEMXNT OF THE OTHER STRUCTURE. (IL SHEARWALLS, TIE-DOMMS, RIDGE- IENEA70357 � 400 - BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH mu-SECnoN.) � = (�JLIN+ 1 5 1%5 Ira Ilk "voAffum DOE �,,� F DNA • ��```.� na,R,no,,,ossm:T,lo+Iom JACOBSEN HOMES NOTICE DRAWN BY: DAZE RED. TWESE sPEarTrwna+s AND DRATi1NCS ARE C.L.Y. 5-16-95 MONAL. PROPRIETARY. AND COU10fltTVL DRAWING TITLE a P.O. Box 36e MATMA1S CF JACOBSDI MANJFACTLRING ADDENDUM -INT. UNITS MIC M VATERIN.S ARE PROYM TO T,ESAFETY HARBOR, FLOMDA 34695 aaeff fat SPECM RRI Z uo RM K DRAWING NUMBERE (813) 726-1138 Wl CWWTVI no SECRET"01111n QUADADDI 79 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR QUAD UNITS IS THE SALE AS FOR THE MAIN UNIT (REFER TO SET-UP DETALS� NOTES. 1. 30 GA. GALV. STRIPS USED MAY BE WAND DEFLECTORS REMOVED FROM ROOF N ORIGNAL CONDITION (EXCEPT FOR STAPLE HOLFSI STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. SHNQES N THE DOM AREA OF THE MAN UNIT MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER THE UNITS HAM: BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP FROM ONE SECTION TO THE NEXT. 30 GA. CALM STEEL STRIP INSTALLED M MATING LINE JOINT (SEE PUN MEW BELOW) ROOF PERDA TER RAL OR RIDGE BEAU CROSS-SEC11ON 30 GA. GALV. STEEL STRIP e X LENGTH OF ROOF SECTIONS MAY BE OVERLAPPED 2S WL) W/STAPiES AS 9 0 K INSTALL ROOF CAP PER SET- UP MAN. OVER CALY. STRIP. (SEE NOTE 1) 30 GA. CALV. STEEL STRIP SECURED 1NTH 7/16• X 16 GA. STAPLES FULL PDIEIRATHON INTO DECKING 2 - O.C. MAIL SPACING (TYP.) �Ox:�Gisr•'' No. 9F6 % ENES703571 3/8' X S- LAG SCREWS 11 • O.0 (TONES 2 T& 3) STAGGERED c.. D t3Y kt v- ir0ftt." JLN 1 5 INC N097CQ - '$I11 IBR1wv?. OAIE LEY. LETTER JACOBSEN HOMES wx wanc mm Pro DUWM AM C.L.Y. 5-16-95 rTTE Ca0NAL PIIOWR WY. AM RWCE1IK DRAWING TIRE: ALT. ROOF ASSEMBLY ,E P.O. 80X 368 VA7DW OF 00601 MANUFAC1lRYiC NG 9101 MAMW Mf PROVW TD W[ SAFETY HARBOR, FLOF80A 34695 KWDIT FOT v= AAa= NO KW r DRAWING NUMBER: QUADAUD2 PHONE (813) 726-1138 WT ONWIIIAL AND 9AET mcm am 80 JACOBSEN .HOMES 600 PACKARD COURT SAFETY HARBOR, FLORID_ A 34695 (727) 726-113 8