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Home My WebLink AboutSet-up Manuel Rev-12-20File CODV AL �._. SET-UP MANUAL ADDENDUM JA 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 B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEXTING/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 OGLING 3SOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR 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 WITH 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. BY ' 'm 1 5 ?f996 INC, JACOBSEN HOMES NOTICE DRAMH BY: DATE REV. LETTER: THESE srEanGtgNS AND oRANIHGS ARE C.L.Y. 5-30-95 ORIONAL. PROPRIETARY. AND CAH/nENTWL DRAVMG TITLE WERIALS OF JACOBSEN YM LTACAMC P.O. BOX 368 INC. WW CAiE1EA1S ARE PROVIDED TO THE EXTERIOR A/C DUCT SAFETY HARBOR. FLORIDA 34695 RECPUQ rOt SPECK MRSES k0 LUST ES DRAWING NUMBER PHONE (813) 726-1138 10T OaEMM no Moo ►ROB Ora& 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 DISCONTINUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) APPROVED BY INAot INC. W"m"minot`�`ito wa'�txMaxt NOTICE: DRAIRI BY, L.Y. c.L. DAME: —2a—ss REV. LETTER: JACOBSEN HOMES TI x yEarrATOM ►W WAIMM t+eattAl. tntDnt[TARY AND COWMEMM Q DRAWG 11TLE.• YATERw DF JACOT URWAtttl" W.H. VENT. -SYS. IL P.O. eoz 36e tNc Sm NA1EMS ►AT PRWM 1D nc Jl SAFETY HARBOR. FLORIDA 34695 R(own Mot PC= PJPM NO Wit r ORAT MG MUYBER: AD—AC-0100 PHONE (813) 726-1138 taut CWWVrl NO soa1 twat Dnas I 3 ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.131' X 1 1/2' MIN. 3/8' X 3 1/2' MIN. LAG INSTALLED SEE NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED 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 1 1 /2' MIN. STEEL STRAP 0 48' O.C. MAX. SPACING 1 4' TO 3 4' GAP WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: FOR GAPS IN FLOOR SYSTE1iS INSTALL WOOD SHIM AT ALL LAG NpsO� TO Ilf, INCREASE LAG LENGTH 1- LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3A , INCREASE THROUGH AND TO KEEP CONNECTION TIGHT. (SEE NOTE 2) (AL(ALL E7�ONES) LAG LENGTH 1 1/2% 1NND low cram 3/6' X 3 1/2' lAG SORES 70 GA. SMAP FASTIM W/ 7/16. x 1f GA. STARM We m orom fi WNW "BM ff FA5TOW AEQU 0 06131' X f 1/r NAXS 7/11r X If Gk S1APLIM MAN" SPA NAM" SPACING C' Ir aC 21/r 04 3 3 2 2 b' f7' Oc 1 Ile o.0 b' 4 7 w Mr a. t ac 4 7 3 3 v it ac t f/Y' aC Lr S e NOTES F?IO11= APPROVAL: OAPIA APPROVAL• APPROVED BY 1. 1' OL Pf»lRATX)N 15 REOU O ON STA n FOR WL aOW STRAP. L WOW $H15 70 0E AFPfD TRW SPF j3 UK OR KrIM r x x 00or ON Revised May 24 , 2006 t• GAP rom WL 9� (L1'1r000 lose OR PUAY eE USED IF TflC*m EQUALS GAP vmw-r X c m s o '!_' I)ohn C. LI{l don, P?1 . NC. I 3 f0ll' YA)OYUY SD1 MALL E1G1R iK2 Eng roarng, 'Inn FtotML fAgwu 1CN11tD n0at COOS" 1 01M YID S.1 tTY SI M00ADS 4. SM OM DEWS FOR SMIX FLOORS FOR AIR IMM UML JACOBSEN HOMES rom »Rtr"Me ou"ma ma BY. M M.T. OAiL 05-22-06 kEv tEiTiR P.O. eox 368 MMUL � AK AM M t WM A W AK FVAXV 101W .Ic a,a r�inuu � nFowta 101NC °�" n ` M/W FLOOR FASTENING SAMY KAMOR, FLORIDA W93 PHONE (813) 726-11,38 _ ira,art wt 7= nraeEs W OM a Iaf own n oL W mW FM QM CRAY" NtPJBM AD—FA-0001 OFFSET STRAPPING BETWEEN FLOOR SECTIONS 1 1/2" MAXIMUM OFFSET OFFSET LARGER THAN 1 1/2" (VIEWED FROM BOTTOM OF FLOOR) (VIEWED FROM BOTTOM OF FLOOR) ,--;r SM STRAP DISTALIED PER AD -FA -ODDS /.cz- STEiI. STRAP 1NSTA1I9 PER AD-FA-M R m JOIST (TYR) 2x BLOCK (SAME WE AND WM FLOOR JORST (m•) AS JZI) x If LOK FASTM TO MT YM Of. (10) 0.131' x 3' Im ATTACH SDiAP TO THE BDTTOM OF 1HS IH;DCK. 1WL SPACM PER AD-FA-w TOP OF JOIST ROOK JOIS (TYP) MOOR JOi5T (TYP.) 2x BIOC( (SAME SiZE AND CURE 1700 ,g1Sw mm i L (i0) CL131FAS1'-x I Y MATS. ATTACH STRAP TO THE BDTTOM OF TO BLOCK 1— STU STRAP IHSTAHfD PER AD--FA-000l ISOMETRIC VIEW USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS FROM ONE SECTION IS MISALIGNED WITH THE JOISTS FROM THE OPPOSITE SECTION. NOTES: 1. Rf}TR TD AD -FA -DWI FOR OTHER SPECICAII%M FLOOR JOIST (TYP) MAX. SPAW PER AD-FA-M TOP OF JOIST FLOOR JOIST (TYP 2xib(ND1H OF BAY} BLOCK FLUSH TO BOTTOM OF FUL WS, FASTEN TO JOIST NTH WL M &131' x $ MS OR WIL (0 1813' WW SCI M510E0. ATTACH STRAP 701HHE BOTTOM OF THS BLOCK. THE &i( MRRALN A OF OF JOIST JDISi (TYP.) 2x12x(YTHDTH OF BAT) ROCK RUSH TO Si0TT0M OF R.R. MIS. FASIE]1 M JOIST VAIN MR 7) A131' 1 3•WORMOH.(4)18xr HOOD SC1iS:VIS 70. ATTACH STRAP TO THE BOTTOM OF = ll< M FASTET1ViG 15 FOR EACH SIDE OF THE BLOCK (x2 FOR TOTAL). SIM STRAP I HSTRB PER 04A-0001 ISOMETRIC VIEW 1MNDZONE III EXPOSURE D 20 PSF ROOF 10 PSF D.L. REF. `At'6'' CALC. # 1 NOV 17 2019 �`tttttttntlfittittllrl/ii P.F- (� /ij4 DAPIA APPROVAL' �. :• PE10505134 i r LJJ `D '0' STATE OF :� LU } M � NOV 12019 a •a��`` '''/i m s a al FederManufactmcd 2 Home Cou=,Wm And safety Sunda* NOTICE: ' JACOBSEi11!! HOMES 7NESESPECmm—nommmomwoti3AAE ORtOCiAt• PROPftlETABY, ANDCONROERiIAL P.O. SOX 368 IAATERUllS OF JACO85EH NANUFACTURWO SAFETYi1ARBOR, FLORIDA 34885 W.8UCNNAMUUAREPROYU3ED70THE ReMV W FOR S PEO+M PURP M E8 AND UM T BE PHONE (813)T28.1135 KEPT OONMUMANDSWITTFROMOTNEM 5 C. YOIJNG tO�i�2019 V1WtHG TIit.Ee i OFFSET STRAPPING / FLOOR SECTIONS aw NO NUMBER: AD-FA-0001.1 AD-FA-0001.1 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 .131- X 3 1/2- MIN. NAILS 8' aQ MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). MARRIAGE LINE 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY EXTERIOR WALLS, Revised S 2j O6 Way 24,2006 John C. Dueden, P.L.. �(��. 1S2 En. mee�g. Ina Hotw.,mam iaK caesnaiaa �a seen sr000mms a, S 6 ADDENDUM MULTI —WIDE ROOF FASTENING 30 'GA. GALV. STEEL. STRIP. SEWRED VATH 7/W X 16 GA. STAPLES FULL PENETRATION INTO DECKWG (SEE CHART ON AD-FA-0001 MAX SPACING). -LAG SCREW SET BACKS_ FOR TRIPLE WIDES FOR DOUBLE WS�\ li CENTER LINE OR MATING i LINEOF TRIPLE WOE UNITS PLAN MEW 30 GA. GALV. STEEL STRIP T X LENGTH OF ROOF (SECTIONS WAY BE OVERLAPPED 2' NIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET— UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF W ORIGINAL CONDITION, EXCEPT FOR STAPLE HOLES.) 3/5- X 5' LAG SCREWS •mi A • SCREW SET BACKS TRIPLE WIDE ROOF LINE r (2 1/4' SMOOTH SHANK) FOR DOUBLEO00WDES ( r SEE CHART ON AD—FA-1 � FOR TRIPLE WOES INSTALL LAG SCREWS AT A LA ANGLE ., r — FOR MAXIMUM SPACNG STAGGERED 2 1 4' 2 3 4' 1 4' TO 3 4' GAP _ I — r~r— rrrr ROOF PERIMETER RAIL—` OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE /4) CROSS-SECTION FOR GAPS IN ROOF SYSTEMS `��' WOOD gilts AT ALL LAG TO TO 1/2'. INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW NO AND FOR GAPS TO 3/4', INCREASE THROUGH AND TO KEEP CONNEE CTTION LAG LENGTH 1 1/2 . TIGHT. (SEE NOTE NDS01 REF CALC. PG. (ALL ZONES) CROSS—SECTION (W. GAP. C WA- 91.01- 91.07 (ALL EXPOSURES) L 2 1/i UN. KIC11R 111UN INTO RfOMM MGM 12 REWIRED MR LAG SCRL1Pi 2 wm SIM TO K NVM ROM SPF P UK OR BETTER. (Y x r X GAP wam UN. am O® OR PLYMOfA MAY BE 110 F MMEZ EMRS CAP 00114 X A' MIK S124 3. SEE OM MAU FOR CIAFU utG ROOF ltWCXK 4. *101 NSTALLNG A LAG Wa KM A RIOT£ BEAK FRST-ORLI. A ale O.iAiWXi NME MOM Ill FVW RIDGE BEAM. SEOW-ORtt. A 11,C HOLE V=i 11E . PECS" WM BEAM FOR X NODED POR110E1 OF LAG S>I r MSE DNS ARE FOR 3/C LAG 9CE>fM OM% Ei Naa' MAXWN SEEM L HUM. APFflOVAL• John CCDOQwn. P.I` K2 F:r,& eerhrg, Inc JACOBSEN HOMES H 1FFSi sta+e4uW oa NO AEo au.as ARE a mIU1. PRQ1E£TARK ANO O"xm u4wv s or axnsM K W1FAefll" P.0. EiOx Sae ,/ ERG 2U VAT MS AK PM= to RE SAFETY HARBOR. FLORIDA 3"95 KMVff RA EE +e NEp= me um K PHONE (a13) .726-1138 wr CO EDM U6 3mw no arms DAPLA APPROVED BY 0 Revised May 24,2006 INC. FEDERAL MANUFACTURED NOW CONSTRUCTION AMU SAFELY STANDARDS M.T. "r- 05-22-06 M/W ROOF FASTENING C AD-FA-0020 7 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA MN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (OL Y OVERLAP AT SEAM) CENTER OR MATING LINE WITH #8 X 7/16- HEAD X 2' FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB V HIN END ZONE) SEALER STRIP BETWEEN RIBS j OR CLOSURE STRIP RUNNING o ENTIRE LENGTH OF ROOF I I ,I •8 X 7/16' HEAD X 2' LLY SCREW (NOU MORERTHAN 2" O.C.) .I I I I •I � METAL ROOF PANELS STOP APP. Y FROM CENTER LINE Ref: EX-13-0051 and "-30 a GALv STEEL STRIP 5SE�� SEE GkLEO°)AD-FA-0020 7X 16 STAES NDS01 FULL PENETRAnON INTO DECKING (ALL ZONES) (SEE CHART ON AD-FA-KIODI MAX. SPACING) (ALL DPOSURFS) �rtr�*1c �rw APPROVED BY Sep 10,2008 INC. FEDERAL KAWFACTNRED HOVE CONSTRUCTION AND SAFETY STANDARDS AD—FA--0021 8 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING \ SEE A-FA-0020 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE OAPIA APPROVAL: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS OPROEDVBY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). .,11N 1 5 Im MHIKINS wmSTA�ovnA NOTIC& DRAYN BY: DATE: REV. LETTER: JACOBS EN HOMES THESE SPEOVIGTIONS AND DRAVANGS ARE C.L.Y. 6-5-95 ■ MONAL PRaMSARY. AND C0Nr 01TK DRAVANG TITLE: P.O. BOX 368 HATMALS OF &tOW 14WACTL4 O M/W ROOF SEALING INt sm YATEwa ARE PR0am To X SAFETY HARBOR. FLORIDA 34695 F1040 T Fat VECFX R"M AID "l BE DRAWING NUMBER PHONE (813) 726-1138 IPT CWMTK NO SEOV TRTd 01MM AD-FA-0025 0 ADDENDUM MULTI -WIDE ROOF SEALING/C MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD—FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES — LOW SIDE NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 6" REI EDI / 15# Nome JACOBSEN HOMES THESE SPECY1W110N5 MR DRAMM4T ARC CiEomiL PIIOPIOETmy. AMO town EM11K " NATMALS OF %COBgM Ug"ACTl, M P.O. BOX 368 W_ M MATERIALS AK PII WM TO TML SAFETY HARBOR, FLORIDA 34695 Kam Tat gw c pmw MO WsT K PHONE (813) 726-1138 lei t4fFw?K AM Newt Mal CrAn SE- UP TRIP ROOFING CEMENT TIRED OVER .S — HIGH SIDE T UNDERLAYMENT MULTI —WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) OAPIA APPROVAL* AP ROVED'BY JW 1 5 05 INC r DATE: REV. LETTER. C.L.Y. 6-5-95 j M1W ROOF SEALING R AD-FA-0026 '. k t 1 10 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. INST I1.A770N- 1. REMOVE ANY CARPET AND/OR PAD FRgd UNDER THE HEARTH EXTENSION AREA 2 INSPECT NNE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS 80 INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH). 1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLIOVNNG THESE STEPS A. CAREI'MY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT OF THE FIREPLACE ASSE118LY. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 +B : 2' WOOD SCREWS C. FtL THE AREA BETME N THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION WITH A NON—COMBUSTABLE CAILIONG OR MORTAR. D. OR FMOW 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` DRAM BY.. JACOBSEN HOMES imsE sP£�TI«s ko m�Gs ARE OMONN. PAOPWETNT 7, AND CWWp TM DRAW 64G Tit ®I P.O. BOX 368 MATIMIJUS OF JAC0M MAIAIIACMUG me 110I ukmt s An P ovm TO THE ORAwwG fti SAFETY HARBOR. FLORIDA 34695 IKOKK Ia 9°Efi1C PUi =AID MAI K PHONE (613) 726-1138 PUT CONLI) IK NO SEOV rtCU CUM TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING DAPIA APPROVAL• APPROVED BY 2 8 T995 INC LO'6fIUCION MO iMiTf fTM04q C.L.Y. I DATE: 6-16-95 SHIP -LOOSE HEARTH "iflotaffilrITIOT 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. 0 000or 9iAR 8 5 2003 INC FEDERAL mMUFACYURED HOME TX8ISTRWTION AND SAFETY STANOAHUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 12 TRUSS SHEATHING APPROVED BY 0 goo* N r[I INC. FEDER&MANUFACT(IRED HOME CONSTRUCTION ADD smm iTAIDARDS DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS — NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. ,n- TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL 3/8' MIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TO ALL SHEARWALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THIE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (TB' X 14 1/2' IAAMMUM SINGLE OPENING SIZE IN TRUSS SHEATWNG) NOTES: 1. 3/8' YIN. RATED SHtEATNNG FASTENED TO ROOF TRUSS WITH 7/I6- X 1 1/2' 1 16 CA, MIN. STAPLES 1 1/4' O.C. AT PANES. EDEES AND 3- D.C. Al ALL FRAMING MEMBERS. (NO GLUE REOIIIRED) MARRIAGE WALL 3/8SHEATHING TO BE INSTALLED ON -SITE WINDZONE 111 (110 MPH) ALL EXPOSURES APPROVAL; I DAPIA APPROVAL APPROVED BY MAY k ON a hlvelf, .E INC. F®Efi& MANUFACTURED NNE CONSTRUCiIONAND SWINSWUM NOTICE: DRAWN BY: OATS REV. LETTER: JACOBSEN HOMES THESE spmnCATIDNS AND DRAWNG5 ARE R.R. 4-27-98 m ORIGINAL PROPRIETARY, AND CCi1F10ENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING TRUSS SHEATHING _ R1G 9" MAIERIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 RECA WT FOR Warr Ka -cm me YUN 6E DRAWING NUMBER: PHONE (813) 726-1138 KEPT connMia mo srMn mm OIWM. AD-HR-0001 `13 HINGED ROOF DETAIL MTA}Cf CF PAM! TO RAasE MDCF RAW S4i' N PO9M TO SEMP POS U IS APMt 22 Ir!.. WT Ow M S-v ! STrlfi jmT" 1tE!]1ANA DlHOTS ND VX MAN 12 FW APART. 1DCAR: UnNC PCKM UM 3i CF 80 CF KW SfCW n A= WUC ■AMt 2PPETCFASfUNHRNRN. HINGED ROOF IN SHIPPING POSMON HINGED ROOF IN SET-UP POSITION NDS01 NOT'ES6 1. WAM U0 POW SECTION N IK RAts£D MU KM S64ic11C MM wo P06m mm Pam staf Hm in FM io Fmm KA OR2K6SPFJ!R®INFMIWM r WN3-MC:socCOMORa-pir lk= sty REF. CALC. PG. C-RF-223.0 - 223.6 John C. Doeden, P.k. X2 Eng'rl+ys►rinq, Inc APPROVED BY Ni giNC. Revised im 06,2006 AM aW5'l ucrwM Ao &*M PAM* DS 13000 JACOBSEN HOMES sm NC `W`M 01. O.A. LAW 06-02-06 XL. LLIKX �� PA BOX 36a w,w or �my �� WNGED ROOF OUA A SJIfETT HAiffiO13 iRdiDA 34693 W. sm mumu me "a m 1011E IAMI 1014QlIC �al0i3 NO W K DpAVM NlM CM P11or+E (eta) 726-1136 an Gorman K No zT Im a = AD—HR-0002 HINGED ROOF DETAIL LR1DM AYMENT TO BE GLUED 3' MIN. ON BOTH SECIMS OF HIKE ROOF. FOR WINO ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERL,AYAIENT AND AND A MIN, 4 1/Y TNDTH OF ROOFING CEWENT TO TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION, (11HIS IS TO BE DONE BEFORE RAISINC HINGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X B' BLOCK BEHIND 2 X 6 - OVERHANG FASCIA BOARDS AND SECURE 1N7H 3-15 X 3- WOOD SCREWS EACH SIDE CF GAP. APPROVED BY Revised 14 Nov 30,2006 olooINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS VANOZONE 19 (110 MPH) ALL EVUSLIRES NOTES: 1. PACE RAIs{D RDIIF SECTION IN THE RM P091KN TIffCRE ST19 US FWCfO KK POSTS NM POOR C John C. DoodW PSI. K2 Enorao** it>Ic• JACOBSEN HOMES Box 36B SAFETY HARBOR. FLORIDA 34893 PHOHE (at3) 113B ns-11 T!" ►:°a me mom ARE CR=49. IROIil9TARI, " wfWEMMAL MAIDNA6 OF Mw,�.HINGEO !>aICP.O. WWW im 7NI�m Alpm Im E um aanomm"=a"m nws I m� BY.D.T. oATE 10-02-06 REv tFITE>I A DRAW4 117LE:AMft0. ROOF AIL DRAW m AD-HR-0003 15 SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE 12 CONTINUE 151 FELT TO ROOF PEAK------1 UNEDERLAYWENT 2' MIN. OVERLAP (TYP.). ---I r-1 r-1 r� I j I 1 I t I .'MIN. TAR AS SHOWN APPLIED ON SITE) . SEE NOTE 13; II ........ 3• MIN I� I I � I � 1 ; 1� I I•.• •• SEE DETAIL 'A' 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. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES. DETAIL A NOTES: 1. CEMDMNG OF 15 j FELT IS NOT REQUIRED IN ANY AREA EXCEPT IIEERE NOTED. Z FASTENING OF 151 FELT IS NOT REOMED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) ' 1 3. IDMD THE FIRST LAYER OF ON SIZE 15/ FELT ONTO THE FIXED ROOF A MN. OF 6' AND UNDER 1 E LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED M MAINTAINTHE 6' MIN. OVERLAP ONTO THE FDED ROOF 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-0001 (MATH SPECIFIC END PANEL LAYOUT), AD-HR-0002. AD-.HR-0003. AND AD-M-0004. WLNDZONE III (110 MPH) ALL EXPOSURES A PROVED BY sf-p INC. FEDE LMANUFACTUREO HOME RUGTION AND SAFETY STADIRUS DAAIIN Ilt UAIL Ixr. W.11m 17=JACOBSEN HOMES TIM 1� � WAVM AK M.T.s-2o-o3 CWUL PFZ%T M AND 001:1DD(IML DRAMLNG TRLE: SHINGLE AHD UNDERLAYMENT _ wtIGUS °F .rAOOM MANUFACRAM/1G APPLICATION ON HINGED SECTION P.O. BOX 36e MG SM SAIDG A AK FROUIED 10 TIE UIMPFLJ SAFETY HARBOR. FLORIDA 3"96 MEVBt1 fCl1 a nAro:s ANo AW K DRAMAS MOM PHONE (e13) 725-1138 M wzjw. Al �r � o 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 16' O.C. RAFTER AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) -� �i i SEE AD-HR-0002 FOR ASSEMBLY DETAILS. NDSOI NOTES% I. SEE AD-HR-W07 FOR INSTALLA710N OF UNDERLAY►ENT AND SHINGLES. ALL VANDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L -- CRC-167.01-167.02 *fER APPROVAL• PAPA APPROVAL' _ APPROVED BY Revised 4 /� Q, Jun 009,2006 John( 0. Dora wi, P.E. r[otaa pi caesmucna�"o sArcrr nAAOAaos Engin Bring, Inc. HOMES pa eox 36e m NOTICE: THESE 9[OWrI04 AM 0"IcKS me memm. papalloAl. me [ONL[NTtIL M''�s or N MORVAMRM ATHE DRAWN BT; O.A. DATE 06-06-06 REr, LET"' ORATING UIEE: PEAK INSTALLATION DETAILS SAFETY SETY HARBOR., FLORIDA 34695 NFCPK . ra Scan PJrW 90 MAT /L11 ORATING MA41M PHONE (727) 726-113B k lvr cwmnw wo slamm Famm onEas . AD-FIR—M 17 SHINGLE/UNDERLAYMENT INSTALLATION SIZE INSTALLED SHINGLES (USING THE . 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION j INSTRUCTIONS. TOP COURS(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT TO ROOF WTH A 6' YIN. MTDTH OF TO ROOF TITH A 6' MN. MIDTH OF ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EIOSTING ROOF DECK AND/OR EMSTING FELT AS SHOWN. ''*., FELT AS SHOWN, SEE OTHER DETANLS FOR SLATE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION NOTES: DAP1A AL AP ROVED BY AUG d� INC. T1ANUfACT m HOME M SAFNcTY STANOARDB JACOBSEN HOMES NOTICE oRArsT BY: DATE: 'v. LETTER: 11�se �'E�TGt1i�5 ,� olsA�ws ,� �!. T. 7— 28-04 maei Ri MIARY, ono CWMnAL DRA9WIG TITLE: _ ®® P.O. BOX 368 W— SIaLS A IKS A M WAM TO W SHINGLEA)WERLAYMMT INSTALLATION e+c sua YATDaKs ARF FRONDED ro >tfE SAFETY HARBOR, FLORIDA 34695 f(MlFpi FOR W= RWW AM WISE K DRAT"IG WILBER. PHONE (727) 726-1138 MrCU WAK"WAS FRN0nats AO—HR-0007 18 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN TO FLOOR FRALWNG �M W/ STAPLE OR NAIL. BANDDIG STRAP 'WRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG. ADE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTAKD TOWARD THE I OUTLET. WERE INS GRADE GM NOT BE ACHIEVED, NOT LESS THAN 1/8' OOT MAY BE USED WdEN A FULL SIZE MMOUT IS INSTALLED AT THE UPPER END. I mrw re MAIN PIPRd., NOTES: 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES x srfmumm mo mok"¢S ARE. er. R.R. " TH DRAWN 7-17-97 rev. tErB�: CAMAL FR(MiARY. AM CafMIK DRAIM BILL* \I MAXIMS Or Jkoom MANVAMPIC A sm uAlm s Aw PRoa� w ne rc PLUMING SUP P.O. eex 36s SAFETY HARBOR. FLORIDA 34695 xr~ MR 7w r_vo9'.S AV WM a DRANNG NU113M- PHONE (813) 726-1138 art eam m wo Sao ns. enact AD—PL-0001 19 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. lacoyv PPROVED BY �Nk s a INC. LMANIIFACTiIRfD NOME RUCi101tl Aid SAFEry StAND" J AC 0 B5 EN HOMES NOTICE TtEg VEaAuYM AND DRAWiM ARE DRAW BY: M.T. CAM 3-30-05 REV. LEER: OAOluL. PROPRETARY, AND CONnbfAtK DRAMWC 1Ifl.E: P.O. BOX 368 YATMALS OF AACOM MWACUM Mc 9" MATDW ARE FROHREO TO R[ OPEN PORCH RAILING(S) SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113B KOPW FDA 9ifflC RAVO NO 10t K IVY C06pE TR No sEm no otI n DRAVIG NI MM. AO—PO-0001 20 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST 6E COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 41 VENTS SEE AD-PR-7007 & 7OR MAX. 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 THIS SEC. LOOSE - - - - - -(SITE INSTALLED) - - - - - � c FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED � 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 t TYPI -\L TRIPLE WIDE HOME REF. PG. IW-07-0011 WTI- SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: DAPIA APPROVAL' APPROVED BY Revised Oct 25,2007 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NO'LICE: ORANN BY: DATE: 'REV. LETTER: JACOBSEN HOMES TM SPEOPICAM4 AND DRAWNGS ARE O.A. 10-24-07 ORIGINAL, PROPt TARY, AND COWiD1DENTIAL MATERIALS OF JACOBSEtt MANUFACMING DRANING TITLE:Mon SITE PITCHED ROOF DETAILS D P.O. BOX 368 IARE PWVI ED TO TK Imo, 901 MATERIALS bmIVl SAFETY HARBOR. FLORIDA 34695 RECPIFI►T FOR �EfMIC RIII M AID NISI BE DRAWN(; NUMBER PHONE (727) 726-1138 KEPT CONTOF)ITIAL ARD SEW no OTHERS AD-PR-7001 21 ROOF. TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING WITH 7/16' X 1 1/2- X 16 GA, STAPLES (12) EACH SIDE OF MARRIAGE LINE TO EACH 16' D.C. RAFTER. SEE DETAIL 'A' SEE NOTE /1 11' MIN. STE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING SEE NOTE /2 MAY B 18' MIN. NOTE l4�S I DECKING WIDTH CROSS-SECTION REF. PG. RC-07-0044 SITE INSTALLED 7/16' LAIN. ROOF DECKNG SECURED WITH 7/16' X 1 1/2' X 16 GA. STAPLES, 2' O.C. MAX. TO EACH 16' O.C. RAFTER. SITE INSTALLED RAFTER TO ALIGN WITH FACTORY INSTA :ED RAFTER BELOW. FACTORY INSTALLED RAFTER (CENTER SECTION) NDS01 29. CAM C-FS3 - 88.01 NOTES: DKKUi APMAL- 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH 2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE RAFTER. (EA.TALLED T00 SOREW T0� 4E 1 1TO 1//4' PENE1WITH FRATiON MIN.) � 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH 110 X 4 1/2' SCREWS 9' O.C. MAX SPACNG,. ,b O•� 3. SEE AD—FA—DD20 FOR GAP TREATMENT BETYIEFN SECTIONS. John C• + P.�• JACOBSEN HOMES v F.C. box 368 SAFETY HARBOR. FLORIDA 34695 PHONE (737) 726-1138 K2 Enginwring. Inc. kC B GRAN IT: roM SPEanal i6 MG GRAN*= AW "ook, "Aww ". no commuft DRA U41VULS Cr 4UMMO RM"AMWA NC 2= UIDIN s ARE PROWW 10 lK RCK norm Rt vim AN KO [ DRAIWC AN" tm oowsrxw w Xxf "" Dona MIHDZOHE' m ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY 'N IHJm INC. 2006 s4otou �AMncoan� � cmn1RV<nm um smi'm sTammos TO ROOF ATTACHMENT A AD-PR-7002 22 RAFTER TOP END ZONE R"TER./OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OURMER 19. O.C. MAX. BETWEEN OUTLOOKERS oC .... 2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160- DOUBLED END ZONE RAFTERS TYP. 16. O.C. 19- MAX 48- D 2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .131- X 3' NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT. AND . MIN. (3) .131- X 3- NAPS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 IODKER 19- U.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT 0MOMER 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 INM TOP do BOTTOM oO CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTL00KER �— 2 X 6 OVERHANG FASCIA WfiA?L (5) 7/16- X 2 1/2' X 15 GA. END ZONE ASSEMBLY NOTE STAPLES OR MIN. (3) .131- X 3- NAILS .(SHIPPED ASSEMBLED FOR SITE INSTALLATION) n m� UM ` OCAIM (TYPICAL AT ALL CENTER BRACES) N THE ENDZOHE PER FASiE G CHART. SDIOME TRUSS DNLY REO D OUTSIDE OF Typ. 3 FT. AREA EXTRA TRUSS MAY BE PLACED ON E11HER SIDE NDSOI 1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE R SECTION TO BE DOUBTED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAIAING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED i0 BE FASTENED PER AD—PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: Qualft. PEwmTIt .131 PD NAIL 5 1 1It 15 GA. -STAPLE 8 1` is 9CREM 2 1' (NCL lip) WDDM FAS1ENM MAY BE NSFAM VANDZONE 111 FRW TOP CHORD DOIAN i PEMETRATM ALL EXPOSURES B MApTAW, (110 MPH) 20 PSF ROOF 10 PSF D.L CALM C-RC-197.01-197.02 John C. Doeciffl, P.t. n E.ngineoT►ng; lnG. APPROVED BY INFeb+ 05,2008 IN�. FEDERAL K HUFAQORED HOME CONSTAUCnON AND SAFETY STANDARDS MTICR DRAW � O.A. DATE 1-29-08• REv, LETTER JACOBSEN HOMES T►ESEs�cwA DAIQiN. PROPWEt - AND CQffEJE1 m W19" OF' �A>ADED DRAWgIC TIRE ASSEMSAVM BLY A P.o. BOX ass 10 w RRC. SDI! WTDINS AAE FRONDED 10 DIE END ZONE RAPIER/OVERHANG -1138 695 xr ow►wu�c Nu�EI� PHDNEE (727) 726 Im � ME � � AD—PR-7003 23 ON SITE PITCHED ROOF DECKING INSTALLATION TIP. ROOF FRAMING 16' ON CENTER - j TRIPLE WIDE CENTER SECTION P EAK _ SIZE INSTAIIED DECKING ON PITCHED NO BLOCIONG REQUIRED TRUSS SECTION l;c REMAINDER OF % AT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS (2 FULL / ROWS OF SHEATHNG) SEAMS BETWEEN TRUSSES -SEE OTHER DETAILS TO SECURE I TRIPLE WIDE MARRIAGE LINE INST40 PITCHED TRUSSES MIN. WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) NOTES: 1. 1/8' MAMMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. 2. ROOF DECKING MATERIAL TO BE 7/1V APA RATED ROOF (24/0 SPAN RATED) DECKING (EQUAL OR BETTER). 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE SAME DECKING PATTERN. 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 1I5 GA. STAPLES AT 3' O/C EDGES AND AELO MANUF. INSTALLED DECKING TO HERE John C: Oo: d s_ . R - JACOBSEN DOMES FUME M Z m ux Elvap"NC. P.O. BOX 368 WIE10A1S Of 1}ODBSf11 R�WACTt M SAFETY HARSOR. FLORIDA 34695 910H IIKNN. AIE R1a tm v THE gxrw FOR SRm Ott!= WO MST LE PHONE (727) 726-113B MPT 0DIFE A AM S M fRW pulps 24 Ift WNDZONE Al All EXPOSU (110 APH) 20 PSF R06 10 PSF O.L. DAPIA APPROVAL APPROVED BY 000. Revised Oct 29,2007 INC.,zz' FEDERAL MANUFACTU(D=D HOME CONSTRUc10N AND SAFETY STANp' ,J OATS 10-24-07, ; ROOF DECKING Ire` / A AD-PR-d4 r SITE INSTALLED PITCHED ROOF VENTING TIP. 50 SO. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TIP. 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 CEILING PANEL—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION I NOTES; SITE INSTALLED CENTER SECTION OF ROOF DAPIA APPROVED BY 11 4iNC. Revised Oct 25,2007 MANUFACTURED HOME CTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE TkFESE sFEaFlc�:>oHs ,wD oRa>+>:+cs A� DRANK BY: O.A. DATE: 10-24-07 REV, LETTER: M0000 +AL. �ETARY, AM a)NF>oBr,ITK MATERIALS OF JACOBSEN MAKFACTOM DRAWING TIRE PITCHED P.O. BOX 368 SUCH MAMALS uE FRawom TO INE SITE INSTALLED ROOF VENTS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOW FOR SPEOHC MRSFS AND MOT BE KEPT CaFfIDEXII& AND SECRET FIN ORERS DRAWNG NUMBER: AD-PR-7005 25 ROOF VENTING f / MARRIAGE MALLS ro 100 S0. at CUloITS FOR 161lAT04 OF ROOF SECTION i =r r_ (SEE DWI FOR REOIIREHENIS) r_ 100 SO IN CUTOUT VENT HOLES 3c REQUIRED IN FLAT ROOF SECTION (ISO-) X SECTION LDIGIN: CUTOUT HOLES = 0 TO IS'-6" 1 15'-6. 10 31'-3" 2 31'- 10 46 - 3 06'-10' 10 6 -6' 1 62'-6 10 -0 S I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I MARRIAGE WALLS / LOW WENT LOW VENT iar a,-r r_ � •�o sE,T. t�T. VEN13 laT>�vIRT,n FRGH VENT IN SITE INS'I ILEF1 TRUE SECTWN Gant d-� _ --- `\- CENTER LK OF CENTER SEC710H EKal 9 SECUN tmt& wx Im. La rat 10 31'-r ax IOc �+-r III 45'-W I wx e5 -e w Gyzr 2 Ilk AOE ar m ST-ir 3 2 EAu SK 4. AMURN W VMS 1 ■r l-r •-� �� TIP. 50 SO. N ROOF VENTS LOW VENT (SEE CRART FOR RECAAREMENIS) LOW VENT MARRIAGE WALLS Ili • : • • • • • 3 2 W _Q W OAPIA APPROVAL - A PROVED BY JUN 10 m ANC. IIIANUFACnwo HOME CIO ANO SAFETY STANOAROS NOTICE op. Fwm BY. DAM REVAEIIER: JACOBSEN HORSES UM SPEC=T�AMORAEMAK R.R. 01-22-04 OMONML. FRWKIPM. AND COWMICAL DRAWING BILE: UANAA fffiAWDALS 0S J9C085s11 CAd�t P.O. soz 36a � � UAWOZ AX I• K R001 VENTING SAFETY HAROM FLORIDA 34695 UMM F" SAE= ROM SO QW Q ORAL NUSak PHONE (727) 726-1138 am cmimw xe 5=1 nm olm AD-PR-7006 PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (SEE DETAIL 'A') SITE INSTALLED CENTER ,SECTION OF ROOF EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING '� FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PIPE Y ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) TYP. CONNECTION 10 VENT FAN, SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL PEX SITE INSTALLED UMBING VENT PIPE ND Y ABOVE ROOF) (SEE DETAIL 'B') MARRIAGE WALLS FACTORY INSTALLED FLAT CENTER SECTION VENT CAP (OR SOLAR CAP) EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4— 8D NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. ��— SITE INSTALLED FLEX DUCT .y \—SHEET METAL SCREW 0----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' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPEC*ICATIONS, 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOLE CUT N ROOF DECKING. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMNUM TAPE AS SHOWN N THE DETAIL ABOVE. S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE (SITE INSTALLED) COUPLER * (SITE INSTALLED) VEN T PIPE (FACTORY INSTALLED) DETAIL ' B' DAPIII APPROVAL: APPPOVED BY � jut4 I v ' INC. RNUFACTUREDHOME Di4 AND SAFETY STANDARDS NOTIDATE- RE DRAWN BY: R.R.DATE- LETTER: JACOBSEN HOMES I►�sc �EmraCoNs AM oaA�Is „W .R. 01-23-04 OWLAL PROPKIARY. AND CaftDD U4 DRAWING TITLL-MATDWS _ H®� IG P.O. BOX 368 W or N uA+MM TO IK PITCHED ROOF EXTENDED VENTS olc. sva YAIIleAlS ARE PROV®fD m tll'E SAFETY HARBOR. FLORIDA 34695 RCGFEIAI FOR SKOM Rr M"651 K DRAWING NUUBER: PHONE (727) 726-1138 IRPI CWMT^ AND %MT IRL11 0111M AD-PR-7007 0A SITE INSTALLED SHINGLE AND UNDERLAYMENT RaD INSTALLED 15f FELT MIN. INSTALLEO DVER THE FACTORY INSTALLED UNDMAYMENT VATH A W MIN. OVERLAP AND A MN. 6' WDTN OF ROOF CEMENT. 151 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND AND A MAN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNlliiil AYMt]CT AND THIS ALSO APPLIES TO ENDLAP SEAMS, PERIMETER OF ROOF. t -1 C —I r 1 r' 'T r -1 r' -1 r -1 I FLE1D INSTALLED ROtaF' WATFANC (TYP.) , I 6' WIDTH OF ROOF (D1l?dT maril]i i i I I OPTIONAL 15/ FELT IS INSTAIM. I 1 I 1 I I I I I I I i l i I I OPTIONAL LAYER OF 151 FELT IN I 1 1 1 1 I 1 ! I ONE-PIECE SHNTiE WERLAYMENT ROOF SHEADW (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAfMENT 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 DECIUIG FOR LNDERLAYM7iT OVER LAP OF 6' MINIMUM, 1/2' TO mm FASTENING DETAIL WTNOZONE III (110 MPH) ALL EXPOSURES NOTES: ENGIM APPROVAL' DARA APPROVAL• 1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOS' Revised 2. FASTENING OF OPTIONAL 15t FELT IS NOT REQUIRED. (FASTENERS APPLIED � Oct 29,2007 ARE JJST TO HOLD FELT IN PLACE UNTIL. SHINGLES ARE INSTALLED.) � � �,�+� �714s"MC"DNINC. hn .� �,.TTI v 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS EllnEtiir :f�lg, Inc. D NOSE .7ETY STANDARDS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES LQOTECE T1r� „� „� oRA� „� uuWr UT: O.A. u"' 90-24-07 tiCY. {til[K: P.O. E30X 366 P WMftTARX Ate MUMMM L fUAMOALS OF 44COBS�T1 HJ�.R ACWFr DTAT C ITLE: mt Sm MATDm ARE Pil01I1ED TO m Siii EIdSTALlID SHDlGIE AtD LlPEilfALJLYA�NT SAFEIN TY 95 D2AC�GC N11E4 (R813) 726-1A38 w At � AD-PR-7008 28 TYPICAL FLASHING INSTALLATION "1DFING TAR UNDER KING FLANGE AT L FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER --- ----TYPICAL `TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. .IDS X V MINIMUM ROOFING NAILS OR .113' X 1' MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED 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 PATH RODF— ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION SOLAR TUBE DOME. NTH NAILER FLANGE. SECURED TO ROOF. ON 1 UNDERLAYMENT. AND TOP OF FLA UNDER SHINGLES. VATH BOTTOM C FLANGE OVER SHINGLES (BOTTOM MAY BE COVER WITH SHINGLE TAI SECURED W17H AN APPROVED CAI TUBE SUPPLIED BY SOLAR TUBE MAN. NOTES: 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. T' X 1" X 16 GA. STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). DAPIA APPROVAL APPROVED BY ITPjulK i INC. & 2w. 4LMANUFACTUREO HOME RUC110N AND SAFETY STANDARDS NOTICE DRAWN BY: DATE REX LETTER JACOBSEN HOMES rKSE SP�cCr"706 AND MA,� aw.T. o2—oa=o4 1xNAM PRO KIMY, AID CO►t{mlm DRAWNG TITLE - \I P.O. Box 368 "A1R°NC "s JACO�'I �'It� TYP. FLASHING INSTALLATION MAlES" RKS ARE PROVW TO TIE SAFETY HARBOR, FLORIDA 34695 KOMI fOt SPDCIiC ROM "WZY K DRAWNG NMKR: 1DD PHONE (813) 726-113B KEPI CDslK AM SECKI "*A OHn AD-PR-7009 29 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: I. FRAME TIE -DOMES SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME DE -DOWNS. 3. VERTICAL LIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-E:CY-NS WIHEII A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. R`LE'1 Al,CHCRS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E ;NSTALam IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SI-MIED BY OTHERS). 5 VERTICAL HE 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 DES 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 SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' 1-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 I -BEAM AT THE CROSS-11DASER 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 MAN I -BEAM (AS SHOWN ON TYP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM PITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION A`10 TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 11' ABOVE 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 SUING 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 GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM 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 PERPENDIC11AR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). a All FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE 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 6LOCKNG REQUIREMENTS. ALL BLOCKING DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES. NOTES: EAGNEER`'ivoO ///��' OARA APPROVAL THESE NOTES &STE (<`,L'�J •� ROVED BY /an,_, AND DETAILS ARE APPLICABLE : No. 4 : FOR WIND ZONE II AND/OR WIND ZONE III. THEY i� EfE8i0357I �: 1 5 T% ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' ,AR1 AND EXPOSURE V. SEE APPROPRIATE TABLES s� FOR SPECIFIC INFORMATION ON EACH. � � 1'�� ' INC, mmo 6 •A�j4 �v+�nrslz>m JACOBSEN HOMES NOTICE: ''An", 1 N, 1n11l1% C` C.L.Y. DATE: 5-19-95 REV. UTTER. P.O. BOX 368 �® M L. PRttf TARONS AND DaAhlaNCS ARi CPopNAt, PROPRKTARY, AND CCPR1DDf1U1 UATMALS OF JACOnsER YMVfACT=NC INC WCH VATM&S ARE P"VdO TO THE DRAY+INC RTIE: TD-GENERAL NOTES SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 —_ FUMT FOR VECM PURPOM NO ru6T CE w+s KEPT WU NO ZOIT FRW Ona M DRAT:WG NLLUSEk AO-TO-0001 30 ADDENDUM NORMAL TIE-DOIYN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+ V � MIN. WIND ZONE II MIND ZONE III FLOOR W1GTH MIN. On EA_ END OF R SECTION ANCHOR ANGLE YIN. 9 MIN. OTY. EA. END OF EA. SECTION ANCHOR ANGLE P.N. 9 O 20'-0' 2 36' 2 45' 24'-0. 2 46' 2 60, 25'-4' 2 50' 3 38' 26'-B' 2 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANCHOR ANGLE SPACINGLOAD DEIL. HEAD ANGiOR ANGLE FLOOR WIDTH EAVE OVERHANG 26-0' 12° 8'-0' 31501 40'-50' 6'-8' 3150n 40'-50' 24'-0' 12° 1 8 -0' 31501 40'-50' 1 6'-8' 3150# 40'-50' 25'-4' 12' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50. 26'-B' 12' 8'-O' 31501 40'-50' C-8' 1 3150,# LONGITUDINAL TIE -DOWN SPACING TABLE <� MIN. WIND ZONE II WIND ZONE III FLOOR 1WDTH MIN. 01Y. EA. END Cr EA SECTIONSECTIONYIN.. ANCHOR AN B UK OTY. EA. ENO OF EA SECTION ANCHOR ANDI YiN. 9 2'-0 2 50' 2 68' 24'-0' 2 70' 3 50' 25'-4' 3 45' 3 60' 26'-8' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE 6t DBL. HEAD LOAD LOAD ANCHOR ANGLE SPACING DBL HEAD moomoo ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 54 31501 40'-45' 4'-0' 31501 40'-50' 24'4 12' 5-4' 31509 40'-50' 4'-0' 31501 40'-50' 25-4' 12' 54 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5-4' 31501 40'-50' I,II 111111T, '-0' 31501 40'-50' DTES 1. SEE AD-M-D001 FOR ADDITIONAL REODIREMENIS.��,1STEy�,FZ-.-- ENGNEER` O �i�, . .,, : No. o , DAPIA APPROVAL: APPROVED Bl(A,- 2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE = E N E8 15M IN_ --,,��^ •.. �, � . • �.�,.'`� so , Pr,G, '� � NO SW G'AM JACOBSEN HOMES P.O, BOX 368 SAFETY HONER(8 3) 726FLORIDA NNI IUa695 NOTICE: THESE sa'EonUnonS AND DtUINNOS ARE ORCINA1., PROPRIETARY. AND CONTICFNTIAL MATERIALS OF JACOGSEN MAHIFACMNO W_ SUCH YATERkS ARE PRO40 TO THE PUT NT CWWTL& 000 ECrC Sr a ODQs +H>%ilrl+e •• C.L.Y. DATE 5-30-95 REV. LETTER: DRAINING TITLE NORM. SPACING TABLES DRAWING NUMBER: AD-TD-0010 31 ADDENDUM Gig ALTERNATE TIE -DOWN SPACING TABLES ZONE Il & III/EXP. C LONGITUDINAL TIE -DOWN SPACING TABLE YIN. WIND ZONE I ww ZONE II MK M. FA OF mm ma LOL on EL BB OF AMU ma FLOOR S � �IH R � sEttoL LOL e FA SOC1r41 LAL e 23'-4' 2 54' 3 40' Q 24W 2 54' 3 44' 25'-4' 2 60' 3 44' 261-8' 3 38' 3 48' 3 4T 4. 41' . (SEE NOTE 14 FOR ANCHOR ANGLES) VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE YIN. YAK WIND ZONE II WIND ZONE II X NEAD Lm Lm ANt11oR ALIfiE SPAL111G RL WA Lm ANONRt AN6tE FLOOR WIDTH EAYE OVERHANG 5-4' 12' 5'-4' 31501 40=45' 5-4' 31501 36-C 24'-0' 12' 64 31501 40'-45' 64 31501 35'--40' 254 12' 54 3150f 40'-45' T 4' 31501 35-44' 26'-8' 12' 6-4' 31501 40-45' S-4' 31501 35'-40' 30'-8' 12` 54 315MI 44-45' 5-4' 31501 4 35-40' (SIT NOTE 14 FOR ANCHOR ANGLES) N C. .ono �.'' \,� G•E � `S�cO� ji �o� ' No 45484 �• Y • � 1s TA, �Rm REF. CALC. mo,��'•. C p P:� C-TD - 215.01 - 215.20 ��®o` epNA� '�aay. NOTES: ENGNMR AP Wft Dw AFFMOLL, 1. SEE 0-1D-COOL FOR AlW=AL REQI1fiE]OM APPROVED BY 00 1. SEE AD-M-M1.1 FOR YA)OiM PER fOZGH1S REpIAiED FOR 1FE LOADS TAKIAU AMJun 16,2009 3 X-M DMN ON >HS PAGE APFtIOABLE M DOUBLE WES ONLY. I N C 4. *a MOM ANGLE WNN IN THE OWT WE CANNOT BE AOLE % . FEDERAL NWNFAMARD NON a*sTmcmN me swTv srANmm WTALLED AN AFMVM STAMM PLAT- JACOBSEN HOMES NX su ms AA1D Mum AK W.T 06-04-09 WAIM �L.TERNATE SPACING TAM 137110 P.a eox 3se WOOL. Per NO MOLL MURALS a �`"00° 711A1"'�AMMM — OW SAFETY HARBOR FLARIDA 3405 PHaPE (eta) 726-1130 W_ soy ilAM ATS AK POW TO TLE NU74BR tie arvi1C KW= W Ow MEDRAMIG Ir COFONK W MMET FFM ODUL NL%M AD-TD-0010.1 32 ADDENDUM TYPICAL SIDE ELEVATION SNOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.0 SEE FIGURE 2.0 FOR AC[WATE TIE -DO" MOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE-DOIN NOTES: 1. SEE AD-111-0010 FOR SPACING TABLES. 2. SEE AD—TD-0010 FOR QUANTY OF LONGITWAL TIE —DOWN STRAPS REWIRED. 3. SEE OTHER DETAILS FOR BLODONG (PIER) QUANTITY AND OTHER REOU6iF]AENTS. 4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS. r 5. ZONE 2/EXPOSURE:5: 60 MANUM HIM ZONE 2/E)?OSURE �D�: 44' MA)MU HEIGHT ZONE 3/EXPOSURE V: 40' MAXMUM HEIGHT ZONE 31EWORK V: 36' MA)MV HEIGHT �.�� .• G�STEgF , 2'. Qw No. o •ENE8703571 %�D,r•••!�p��P'�`�`.,; REF. SEE NOIE 5 FOR M uxw HEIGHT INC NOTIM " C.L.Y. DATE. 3-27-95 REV. LETTER J AC O B S E N HOMES TNESE SPEWICAMS NO DRAMM ARE CtRONA4 PRWKTARY. AND CONT1D TK DRAWING TITLE: a P.O. BOX 368 W WNS OF JACOMM MANUTACTumc FIGURES 1.0 AND 1.1 RIG SUCHMAIMALS ARE PROVICIM TOTIESAFETY HARBOR, FLORIDA 34695 RENT FOR SKCNX PIRiPO3S NO iMl BE DRAWING NUMBERE (013) 726-1138 IEPT cONTmmk no SEm nm omm AD-TD-0011 33 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TTEDOWNS FIGURE 1.0 FIGURE 1.1 (DESGN BASH ON 951/2' 1-BEAM ORM AND 96' RGH SIDEWAa) �e0p6a8iF886ggsBQ � , o -6f- N --lz ®oo01fee4 SM KX 5 FM MAN" IL4m NOTES: CRUM R #"nurau Unnn AMINUVAU 1. SEE AD-M-OD10.1 FOR SPACING TAMER. APPROVED BY 2. SEE AD-TD-ODIO.1 FOR QUAMTY OF LOYGTiUl11AL TIE400 STRAPS REWRED. SU WER DETAILS FDR ffifX{iM (M) QUAklnTY ANDOT?1ER R RE4GM ION. Jun16,2009 7INC-0001 4. SE AD-TD FOR AMMONAL REQUIREHENM MERU K"IF U¢tF S. ME 2/EYPOSURE 'C: 67' MAMUL4 HETCHT UNSTRULMokAND URTYSTANoamS MNE 3/EMORE V.- 56' MA)MUM HEW 6. 41M ANCHOR ANQE SHOWN ON AD-ID-0010.1 CANNOT 6E AMEVE0, REF. CALM INSTAL. A14 PPPROVED STAE3L►gM PLATE C-TD- 215.01 - 215.20 IfOuca JACOBSEN HOMES }1{E SIMCATl M 1.111) DAAVC0 ARE WMI, F'RWMARY, M MVMTLAi P.O. 809 368 L+ATMAS OF JACDM MANUFACPJR06 m Mm HATMIS AM aRf W M TIE SAFETY MROOR, FLORIDA W695 .1ma3:T rm em PI"m m w ig N_ PHONE (813) 726-1136 WT OMMA1 RM 99RET Fm OHM M.T. _ 06-04-09 FIGURES 1.0 AND 11 9110151TITM 34 ADDENDUM NORMAL TIE —DOWN SPACING TABLES StZ ZONE 1I & III/EXP. C & D 1 � LONGITUDINAL TIE —DOWN SPACING TABLE MIN, WIND ZONE II WAND ZONE III `1 FLOOR MIN. On• ANCHOR WIN. Dlr. ANa+OR WIDTH EA. ENDSEC Cf EA END O U EA S:cnDN IN. WIN. 9 En ;ECT�N C INGLE LAIN. e 12'-0' 2 43' 2 55' 2 50' 2 68' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III DEL HEAD LOAD LOAD ANCHOR ANCT E SPAONG DBL HEAD LOAD ANoiDR u10.E FLOOR WIDTH EAVE OVERHANG 6' 8'-0' 3150E 40'-50' 614 3150# 13'4 6' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III . MIN. OTT. ANCHOR UK QTY. ANCHOR FLOOR WIDTH EA END N EA END AN0.E O EA SECTIONWIN.. a CI EJl SECTXki ulrt e 12'-0' 2 64' 3 47' 12'-0' 3 37' 4 33' 13'4 3 1 42' 3 55, 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WAND ZONE II WINO ZONE III SPAONC SPAONG DOL HE ANCHOR ANGE SPAONG HEAD ANCHOR ANGLE FLOOR EAVE WIOTH OVERHANG LOAD LOAD 12'-0' 6' 5-4' 31501 40'-45' 4'-0' 3150A 40'-50' 13'-4' 6' 5'-4' 315019 40'-50• 4'-0' 31501 40'-50' NOTES: ENGINEERD�� DAPIA APPROVAL I. SEE AD-7D-0001 FOR ADDITIONAL REQUPIEMENTS .�� \ST -� O� RFO OV APPRED BYE No. 2. SEE AD-TD-DO13 FOR UAXIULU PIER HEIpiTS REOUIRED FOR THE LOADS AN 1 5 TABULATED ABOVE. ENE8703571 -IN PINC 3. MAX SAVE OVERHANG REFFRS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. * ' 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' ' ST. F @ Z- �� .� nxwYwurcru®wE COSTAnrruosv;ttSTAAoaW I-BEA4 SPACING, 96" YAXIYIDJ SIOEWALL HOCHT AND 6' NAXDJUu SIDE VAX EACH SIDE OF UNIT). OVERHANG (6- OVERHANG JACOBSEN HOMES NOMCE: �fflf7I11 TNESESP£D1G.PMSAND DRAVIN49ARE 1111""d' AyWµµ C.L.Y. DATE: 5-30-95 REV. LETTER DRAWING TITLE: NORM. SPACING TABLES P.O. BOX 368 HE C(aC;NAL• PRWKlAAY. AND CMFOENTL4L MATERIAts Or JACOBSEN Uk"ACAMG we Alai &JAMOWLS AM PROMED TD THE n SAFETY HARBOR, FLORIDA 34695 REOPOR F0R.71CM KRPM kO WSI BE DRAWNG NUMBER: PHONE (813) 726-1138 PVT EONTmrk no SECRET IRW orrm AD—TD-0012 35 ' ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM __. .— .- —.- --- .....v ... — ..__. .r. I --w.a urw.. — 111Mi -Ak FIGURE 1.2 SEE FIGURE ZO FOR ALWITE 12-DOVN 10,THOD ANGLE ANIiE FIGURE 1.3 SEE FIGURE 7.0 FOR ALTERNATE TIE-DOU ID: WD NOTES: 1. SEE AD-TD-DO1Z FOR SPAONG TABLES AND NOTES, 2. SEE AD-TD-DO12 FOR pUANTY OF LONGITWAL TIE -DOWN STRAPS REQURED. 3. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOUREAIFIITS. 4. SEE AO-TD-0001 FOR ADDITIONAL REOLIJ UENTS. 5. ZONE 2/EXPMRE V: 3O' UAXIUUU HEIGHT ZONE 2/EXPOSURE '0': 48' UAXWM HEIGHT ZONE 3/E1POS11RE 'C': 2B' UAXIUUU HEIGHT ZONE 3/EXPOSURE 'D': 60' UAXINUU HEIGHT ENE8703571 ' rATa- of SEE NOTE 5 FOR UAIGLAAI F#1GLtT APPROVED BYp lApw h i INC ru:cw.�ur�t+uw®�oi[ mom JACOBSEN HOMES NO=,�IUN THESE LuRAw" C.L.Y. DATE: 5-19-95 REV. LETTER: P.O. BOX 368 sKprancATXrs AID MAwUib KKII MMAL PROPRIETARY, AND COWMITIN UATMALS OF I YANNACTIIRNG ,>�� DRAWING TIRL- FIGURES 1.2 AND 1.3 A /` „ SAFETY HARBOR, FLORIDA 34695 PHONE (813) HMG SUW HATE US ARE PRDVM TO THE MR x 19 m H DRAWING NUUBfR 726-1138 CwwnREWIN IPUWM O�RERS AD-TD-0013 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE-DOMN SPACINGS FIGURE 2.0 SEE- FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS) NOTES: �1 pAOVAL•. /i Q . '�,�STER' •.c�' ''. DAPIA APPROVAL 1. SEE AD-m-D010 FOR SPACING TABLES �:'FNo.Fo ''L APPROVED BY 2. SEE AD-TD-0010 FOR OUANTY OF LONCITUDIAL TIE -DOWN STRAPS REWIRED. = ENC8703571 5 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS _ • _ 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREUENTS 1 INC, -;,'`F. •.ND1R�.•'�\��`� wma.c,a�osvmszt�ec8 SIOP JACOBSEN HOMES NO AND THESE sPEanuna+s AND DRAwNcS ARE DRAWN BY: C.L.Y. DATE: 1 5-19-95 REV. LETTER: DRAWING TITLE: FIGURE 2.0 P.O. BOX 368 DR1aNAL PROMTARY. AND cCYTTIDEArm MATERIALS DF JAC08gN MANUTACT"G AN PROMDED TO THE n SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 SUCH MAXIMS REOPIENT fOR SPECIM ?J'PM NO WST BE PvT ca Wnk A•0 S<av n= oTIERS ,1�1 DRAVANG NUMBER AD-TD-0014 37 ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS SIDE VIEW OF VAIN FnAU= K—DOWN STRAP SEE OTHER DETAILS FOR TIE —DOWN STRAP SPECMAT10NS. APPROVED ANCHOR pELD£D TO WAIN I -BEAM (SEE OTHAR DETAS SEE AD-TD-020D FOR FOR NELONG) 10 BE NSTRIZZ. RADIUS CUP DETAILS AT X FACTORY. (REOUiRED INS LOCATION). (IJIN 31501 WGVJNG IDES N] LOAD AND 47251 ULTIMATE LOAD.) o° GROUND ANCHOR SEE OTHER DETALS FOR SIM ANGLE AND OTHER INSTAU710H NOTES _I F FIGURE 2.1 -- % 3/4' ( 1/2') SOLID HEADER (CROSSYQTVHIS FRONT VIEW • )JUST BE LOCATED CUT INTO HEADER 0 US ) 5' OF MAIN FOR STRAP ATTACWUIT. WN4 A (FACTORY CUT) �� plain R j SEE AD-*M-C203 FOR RADIUS CEIP Dc1u5 !DETAILSI TION) (REOLWZ THIS LOCAMON). 5' uAx • TIE -DOWN STRAP SE-c OTTIFR METALS SIDE Y.EIWFOR TIE-DOW STRAP SPECIMATIONS GROUND ANCFM' SEE OTHER DETALS FOR SZE, 0,4GE ANO OTHER USTALLATIOH NC_S. _ FIGURE 2.2 NOTES: UR APPFioVAi •, 1. DAP.A APINOVAU I. SEE AD-TT}-0010 FOR SPACING TABLES 2. SEE AD-TD-0010 FOR OUAHITY OF LONGITUDIAL 71E-DOM STRAFS REalftED._; �•,?_ •- .X TIAT,. .... . I SEE OTHER DETAILS FOR BLOCXINO (PER) OUANTITY AKD OFFER REOIF,RENEHTS. 4. SEE AD-TD-ODOR FOR ADDILONAL REDLARE►ENTS. A.NDIM BR= T MD TE-COt1Rt DENTCES ARE CERTIFIED BY OliM JACOBSEN HOMES -� 2:O"Flca TM AN] LRAtlt,CS AhL iSE SPEGFKA CUAW at C.L.Y, OA ��. s-13-55 FEV. LETTER: CRAWl1G TITLE: FIGURES 2.1 & 2.2 OMNAL FRG: ROARY. AK2 LCJICOTTUI YAmh&S o "'Lass" lim"ALTmIC P.O. aox 36a SAFETY HARBOR, FLORIDA 34695 it SUCK MAOMS W PMVM TO lK amom fit rEenc PAw= ma MIST R oun ORAVON. H WSM' AD-ZD —0015 PHONE (813) 726-1138 apt mtin]aTAL mo Qo¢T n= J 38 LONGITUDINAL STRAP ATTACHMENT TYPICAL FRAME I -BEAN TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2, ALL -STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4" WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED 8Y A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. N-JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 GATOR BEAM CLAMP, MANUFACURED BY TIE -DOWN ENGINEERING, PART 159011 (SEE MANUFACTUREWS INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) ?40TTCE: DRAWN BY: THESE SPECIFICATIONS AND DRAYANGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL. DRAWING MATERIALS OF JACOBSEN MANUFACTURING L INC. RICH MAMRIAIS ARE PRONGED 10 1NE RECFIENT FOR 7[cnC PURPOSES AND WST BE DRAWNG lei CONFIDENM AND SECRET FROM EITOM DAPIA APPROVAL: AF PROVED BY INC. iFDE AL MANUFACTURED HOME CO"I RUC110N AND SAFETY STANDARDS 6-12-01 REV. LETTEI TIRE: — ONGITUDINAL STRAP ATTACHMENT "UMBER: AD- To- 0016 39 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR UIH. on. ANCHOR UK On MOIDR v WIDTH EA END OF ANGLE EA END OF ANGLE �U EA SECTION UK B EA SECTION {OIL 0 10'-O' 2 44' 2 56' lO 12'-0' 2 57' 3 42' 38' 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPADNG DB HEAD Law ANCHOR ANGLE SPACING DBL. WAD LOAD ARM ANGLE 10'-0' 12' 4'-0' 31501 40'-50' 4'-0' 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' 30001 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR UK OtY. Mon UK OTT. AHm WAOTH EA. OF ANGLE EA. END OF ANGLESECTION uul. a EA SECTION u01 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 WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPADNC DBL HELD LOAD ANCHOR ANGLE SPACING LOAD ANCIIOR ANUS 10'-0' 12' 4'-0' 31501 40'-50' 2'-8' 31501 40'-50' 12'-0' 12' 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4' 12' 4'-0' 30650 40'-50' 2'-8' 30001 40'-50' pN TES: ENaw �tvALflOFjp A IL�D BY 1. OFFSET SECTION WITH THE MARRIAGE LWE WALL EYTENDWG BEYOND THE ENOWAII OF �:'Q�' REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE UNE W ACCORDANCE • C0 :y WITH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(5) ARE T S E P 0 9 i BE TIED DOMI W ACCOFtOANCE W11H THE NORMAL SWING TABLES (AO-TD-DO10). 2. SEE AD-TD-Ob01 FOR ADM ZONAL REQUIREMENTS. INC. „ �z 3. SEE AD-TD-0021 FOR MA)UMUM PER HEIGHI REWIRED FOR THE LOADS TABULATED ABOVE. �� '•!^� br� ' :� LED i�iJ,�C�s • RAL MANUFACTURED HOME STAND .... �qag CoiISTRUCTION AND SAFETY JACOBSEN HOMES NOTICE �A"E TNtsc sPCanunas AND DRAYplLS ARE t'" R.R. DATE 8-27-96 REV. LETTER: P.O. BOX 368 m ORCIN11• PKLP A ART. AND WRLRAlMt MATDLALS Or JACOBSEN MMUfACAMIC TO X ❑ (, DRAWING TITLE: OFFSET SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 g amtt to SKOM Paa�4P"s A 0 Hai at ►VT Cth(milk AIQ YdYi tItOY 011ERS DRAWING NUMOCk AD-TO-0020 40 ADDENDUM OFFSET 'UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 3.0 SEE fTGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS ANQE . mu FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE M-DOAN METHOD SEE NOTE 5 FOR IIAXDIUN 10,11, ITAIIES ON AD-1D-0020 DM APPLY TO THESE STANDARD M LTF-11UE SECTIONS OF THE UNIT -SEE NOTE 1, AD-TD-M] TIP. FLOOR STSum= ANCHOR ANRE Tip. ANG0 AN1;E FIGURE 3.2 ti.l+Bq�, ALTERNATE TIE-DDWN HMOD NOTES: �, . DAPIA APPROVAL 1. SEE AD-TD-0020 FOR SPACING TAKES (OFFSET SECTION ONLY). ` ): NO Fo 'L APPROVED BY 2. SEE AD-TD-0020 FOR QUANTTY OF LONGITUDULL TIE -DOWN STRAPS REQUIRED. ENE8703571 (OFT -SET SECTION ONLY) � a 3. SEE OTHER DETAILS FOR DLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ !` 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 9 .•• � `` INC /� 5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT ��e ��'•, /� r�' '��1, ��urt® ' V ZONE 2/EXPOSURE D: 24 MAXIMUM HEIGHT (32" 0 24' WIDE MIN.) ZONE 3/E OSURE V.- 32MAXIMUM MAXIMUM HEIGHT (44' 024 HIDE MIN.)ZONA ZONE HIDIGHT ''s,... /// .•��\`\` L E JACOBSEN HOMES noNS AND DRAYAHGS ARE THESE SPECIFlCANOS AND oRA1YN BY: C.L.Y. DATE 5-11-95 REV LETTER: ORIGINAL PROPRIETARY, AND CONFMTK MATERIALS OF JACOBSEN MANLIFACTIPING DRAWING TITLE: FIG. 3.O 3.1 n „� P.O. BOX 368 TO THE & 3.2 ' \, SAFETY HARBOR, FLORIDA 34695 INC. SUCH NAMMS ARE PROVIDED RECIPIENT FOR SKCFIC PURPOSES Ate WJST BE DRAWING NUMBER: // PHONE (613) 726-1138 KEPT CMDENTIAL AND SECRET FRDY OTHERS AD—TT)-0021 41 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE—GOWy SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION NOTES_ OV ii i `�O.� OAPIA APPROVAL I. SEE AD-TD-DD20 FOR SPAC.'V, TA%ES (OFFSET SECDON ONLY). G\STER��F2�.�. No. o APPROVED BY 2 (SST gC ION LGfl�OUAN!TY of LONfiTugAt TIE -DOWN STRAPS REQUIRED. NIE8703571 5 3. SEE OTHER WAILS FOR KOOCSC (PIER) OUANIITY AND OTHER REWRE14 NTS =_ REOUYtEuENTi INC 4. SEE AD-TD-0001 FOR AOD111U:AL � . � ��. IUsk%"rwoACRAm� coe�s,c+AT.�Iowrnsllrast �� J AC O BS E N HOMES NOTICE: TIe3E sKo,,,,T* s A,m DAAm,cs TRil1NN 9Y.. C.L. Y. OATE 5-t t -95 RAY. LETTM P.O. 90X 368 ARE CAMAL PACPPICTAAY, AND Dy1LpTY1 YATERAtS OF ACAD9D1 YMAlFACIMNO n DRATAN6 TITLE- FtCi. 4.0 „ SAFETY HA.°.-o �. FLORIDA 34695 gOW IQ �� R� NO MM K �1 DRAWRG MUYBFk PHONE (813) 726-1138 RUT CD�(DOIMI MO mm TOM amm AD—TD-0022 42 ADDENDUM �C QRS ALTERNATE UNIT TIE-DOIVN SPACING TABLES �QQQ ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE 11 IYIND ZONE 111 MIN, OTY. ANCHOR YDL OTY. ANCHOR C FLOOR _ t�v WDTH EA END ON EA. END (Yr MalIE E,l SECTIONN YIN.. 0 EA SECTION YIN. 0 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 25'-4' 2 50' 2 67' 26'-B' 2 55' 3 30. VERTICAL TIE -DOWN / FRAME TIE-DOIYN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING � AD ANCHOR Mal SPACING DBL HEAD LOAD ANCHOR ANGLE WIDTH OVERHANG 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900# 20' 24'-0' 12' 4'-0' 37001 20' 4'-0' 39501 20' 25-4' 12' 6'-8' 40001 15' 4'-0- 39501 22' 26'-8' 12' 6'-8' 39501 1 28' 4'-0' 39501 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III FLOOR MIN. OTY. ANCHOR UK CITY. ANCHOR \ v Y�1DTH EA. END OF ANGLE EA. END OF ANGLE 40� EA SECTION YIN. 0 EA. SECTION YIN. 0 20'-0' 2 50' N/A N/A 24'-0' 2 70' N/A N/A 254 3 42' N/A N/A 26'-8' N/A N/A N/A I N/A VERTICAL TIE-DOIYN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 11 WIND ZONE III SPACING HEAD ANCHOR ANGLE SPACNG DEL HEAD ANGLE FLOOR WIDTH OVERHANG LOAD LOAD 20'-0' 12' 4'4 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' 40001 i 27' ,,,,,,, N/A N/A N/A NOTES: ENGNF(ft. PPR fYAL•po '''4 .T DAPIA APPROVAL• 1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREIIENTS �•fir'' G1S t9F • �i '�, No.,9`-. - _ 2. SEE AD-7D-0031 FOR MAJODUU PIER HEIGHT REWIRED FOR THE LOADS TABULATEDABOVL E1\E8703571 3. 20 W1DES -82' MAXIMUM I -BEAU SPACING ONLY. 4. 4' MAXIMULI INSET TO ANCHOR HEADS (SEE AD-TD-0031). 6724( r /I/ JACOBSEN HOMES NOTICE lll DIESESPEGilA"mAND D E4BAAN C.L.Y. DATE 6-13-95 REV. LETTER: DRAIANG TITLE: ALT. SPACING TABLES OMONAL PROPKYARY. D ttNTIDE M MD MATEMALS OF JACOBSEN MAhVACnF" P.O. BOX 36B SAFETY HARBOR, FLORIDA 34695 INC. SVOI MATERIALS ARE PROHOED 10 X FQOPOIT MR 9UM PJt M AND VZI BE OTIM DRAWiNG NUMBER: AD-TD-0030 PHONE.(B13) 726-1138 MT IdYTJ R4 AND SEOV MU 43 4000� ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM(S) SEE NOTE 4 FOR WAN HOMI L FIGURE 5.0 SEE FIGURE 1.1 FOR RECOMMENDED TIE-DOINN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR MTH A D67GH LOAD (WORIONG (DAD) RATING OF 4,000 POUNDS AND AN UIMTE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIYILANT ANCHOR MEETING THE ABOYE SPECIFICATIONS HADE BY ANOTHER MANUFACTURER MAY HE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREUENTS. 2. SEE OTHER DETAILS FOR BLOCKING (PIER) CUAIITITY AND OTHER REOEAREMENIS 3. FOR FIGURE 5.0 SEE ALTERNATE T.E-DOWN SPACING TABLES (AD-TD-0030). 4. ZONE 2/EXPOSURE 'C': 3r UAX1!JU HEIGHT ZONE 2/EXPOSURE '0': 27" MATClT'JM HEIGHT ZONE 3/EXPOSURE 'C': 30' MkMfJM HEIGHT ZONE 3/EXPOSURE V: THIS APPIJCATION IS NOT APPLICABLE. THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL WIND ZONES AND IN BOTH E76'OSLIRE 'C' AND EXPOSURE V. HOWEVER, BY INSTALLING THE FRAME 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAU THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. lV ENES7Q3 T �! \ NOTICE: 'DRAWN BY: J AC O B S E N HOMES THESE SPEGFlCADONS AND DRAUNC3 ARE C.L. Y ® MONAL. PROPRIETARY, AND CCNROEHDAL ORAWING TITLE P.O. EOX 368 UATERIAIS OF JACOBSEN I/AAARACrA UC �® Dr. SUCH WAFMAIS ARE PRO%= To THE SAFETY HARBOR. FLORIDA 34695 RECPIEiT FOR StCM "WOSLS AND VUS1 BE DRAWING NUMBER: PHONE (313) 726-1139 IC'TT CWMTLAl AM SECIO FRD4 OMM DATE 6-13-95 REV. LETTER: FIG. 5.0 AD-TD-0031 44 ADDENDUM Res va0c TLws . Cot �4 1 R� �' s� 61 �0 ALT. OFFSET UNIT TIE —DOWN SPACING TABLES 6 ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III `Q FLOOR MDTH VIM. OTY. EA. ENO OF EA WON ANCHOR MIN.lm. 9 MIN. OTY. EA. of EA SEC iCTIGN MOOR Mal IIIH. B k 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 53' 25'-4' 1 2 45' 2 58' 26'-8' 1 2 48' 3 370 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANCHOR ANCLE SPACING OBL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0' 40001 20'-30' 4'-0' 4000# 20`-30' 254 12' 4'-0' 40001 20'-30' 4'-0' 4000# 20'-30' 26'-8' 12' 4'-0' 4000/ 20'-30' •4'-0' 40001 25'-30' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. CITY. ANCHOR MDL CITY. ANCHOR FLOOR WIDTH EA END OF EA. END Of ANGLE EA. gcnoN IN. uul. a EA. SECTION MIN. e 20'-0* N/A N/A N/A N/A 24'-0' 2 60' 3 45' 25'-4- 2 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL HEAP LOAD ANCHOR ANDS SPACING"" DEN:. HEAD ANGLE FLOOR WIDTH EAVE OVERHANG 21Y-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8' 4000# 20'-30' 2'-8' 4000# 20'-30' 254 12' 4'-0' 40001 W-30' S-2' 4000# 2.5 '!-30' 26'-8' 12' 4'-0' 40001 25'-30' S-2' 4000# 25'-30- NOTES• ENGINEER `Iffi C ufill", DAPIA APPROVAL• 1. OFFSET SECTION X7H THE MARRIAGE LINE WALL ExTEOM BEYOND THE ENDWALL of DG ,�� .• •. �O �. PPROVED BY THE ADJACENT SECDON MUST BE TIED DDYM AT THE MARRIAGE LINE IN ACCORDANCE `��ox•GTS�, (� WHIN THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO BE TIED DOWN IN ACCORDANCE WITH 1HE ALT. SPACING TABLES (AD-TD-0030). Q' No. ' E rE1 = .)w 1 'f AINC 2 SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. MAJ(IMMUM S r�.T� �� Z. :1Q •' nt.. c,•f= l�� txck 3. SEE AD-1D-003J roR PIER HEIGHT REOIARED FOR THE LOADS TABUTAIED •';�4' ABOVE..`; F.,� � .f JACOBSEN HOMES THESE WEC,nCATW5 MM orurra'!�f[v •blur%`��,` C.L.Y. DATE 5-30-95 REV. LETTER. DRAWING TITLE ALT. SPACING TABLES P.O. BOIL 368 O GRAL. PROPRKTARY, AND COG,Cf 7K MATIRALS Of JACOB" MkffACTLYitNG SAFETY HARBOR. FLORIDA 34695 PHONE (613) 726-1138 W_ SKM YAIFRM.S ARC PRO'w= TO THE REMW TOR SPEOFX PUNHO0 NO WST K IVI CWMMnAL MD SEOST n= OT M DRAYANG NUUBER. AD-TD-0032 45 ADDENDUM p�. ILLS �pIIS �5 jolt ►;1 ��,1�4 o�t- ��cv 1 ALTERNATE TIE —DOWN SYSTEM goo TYP. CROSS SMON(S) SHOWING PEDOWNS mu MaE FIGURE 6.0 SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD 91 NOTE 5 FOR WUOMUY NDDR (TAUS OH AD-TD-= DG lLit AFRT TO TAM STANM1t0 YLLT1 1[E SiCi06 ff THE UNIT -STE NOTE 1, AD T4 00I2j TIP. BOOR SISTON__, TIP. CROSS -mum ANO0 AN&LE ANDIOR ANGLE FIGURE 6.1 S8 MURK 12 FOR RECO10ff M TIE-DOTN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS W USING THIS TIE-DOTN CONFIGURATION A SPIIE CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR TIM A DESIGN ,DAD (TORID?1G IDAD) RATSOG OF 4.000 PCUNDS AND AN ULTOLATE [DO RAIN OF 6,000 POUNDS MUST BE USED. AN EQUIYD.ANT ANCHOR HEETOIC THE ABOVE SPEMCATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE ME-DOM METHODS SHOM ADM ARE ACCEPTABLE FOR USE N 1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS ALL WJNO ZONES AND N BOTH EaPIMM 'C' AND EXPOSIRE 'D', HOWEVER BY INSTALLING THE FRAk TIE-DOM STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX 2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-D0201 RECORDED METHODS FOR IRS191M TIME TE-DOYMS, 4. FOR FIGURE 6.1 SEE NORMAL TIE-DOrM SPACING TABLES (AD-7D-0010). ENGINEER ,AAA DARA APPROVAL: (ALSO SEE AD-TD-OD20 AND AD-TD-0021) �.` , pAf, , 5. ZONE 2/DFOSIRE'CXDAU ': 32' YAM HEKH1 �`��`�``�••'' i� APPROVED BY ZONE 2/EXPOSURE'0% 24' MAXIMUM HEIGHT �� 0: C,�ST Ely . F2 ��: ZONE 3/EXPOSURE 24' MAXUAUV HEIGHT Q No. 0 ZONE 3/EXPOSURE 'D% 18' MAXONM HEIGHT = E87� = 5 in -• = INC ' �O� �• ST�.�J� JACOBSEN HOMES NonCi: AAA, oRA DATE REM. LETTER THESE SPECIF10 MNS AND DRA.= AIiF"' I III11li, C.L.Y. 5-30-95 MCINAL PROPW TW AND KIYWTVL ORAWNG TITLE• YATWAIS OF ACOMN YANUTACTU INC P.O. BOX 368 W_ SX VAIU S ARE PROMM TO TOE FIG. 6.0 & 6.1 H SAFETY HARBOR FLORIDA 34695 KO WT FOR 9'EWC PJPM AND YUSI K DRAMNG NUMBER: m PHONE (813) 726-1138 IvT CONwnq A,D gar IROY orom AD—M-0033 46 ADDENDUM ��COg ALTERNATE TIE —DOWN SPACING TABLES ZONE lI & III/E.U. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (+� MIN. WIND ZONE 11 WIND ZONE III Y:N. OTY. NICHCR UK OTY. ANCHOR 1 FLOOR Q U1�, WDTH EA END EA SECitON ON 1JiCif YEN. A EA OF EA SECTION N YIN.. 8 12'-0' 2 43' 2 55' �* 13'4 2 50' 2 68' to VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MN, MAX. WIND ZONE II WIND ZONE III SPADNG D OBIL � A400 M E SPACING D LBL OAD ANCHOR ANU FLOOR WDTH12W EAVE OVERHANG 6' 4'-0' 37501 20' 4'-0 39001 22' IS-4' 6' 54 3850i 25' 5-4' 3960# 30' THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. OTT EA. ff ANCHOR ANCi QTY. Ek END O ANCHOR ANGLE ODOR t �O � WIDTH E� gcnoN SEC uDL a EA SECTION yak e 12'-0' 2 64' 3 41' 12'-0' 3 37' 4 33' 13'-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 SPAONG DBL HEAD LOAD ANCHOR ANC.E SPAONG D LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-V 6' 4'-D` 3950 j 2Y 2'-8' 39301 20' 13'-4' 6' 4'-0' 39601 25' 2'-8' 40001 30, THIS ALTERNATE APPLICATION REQUIRESIITAl,,000 POUND ANCHORS HOTFS EN Ot F�il� `PR�L O� ,f, DAP1A APPROVAL I. SEE AD-1D-000l FOR ADDITIONAL REouGiEYENTsNo APPROVED BY 2 SEE AO-1D-0036 FOR VAX" PIER HEIGHTS REOIARED FOR THE LOADS TA11lILA1Ep AWL_ - ENcg703571 �: - _ 5 INAINC 3. YA>< EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR. - 4. ABOVE TABLES APFiY TO 160' FLOOR OR 144' FLOOR MOTHSHS MATH 95 1/2 I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6- YA)SM SIDE %Q•, / �� N,•'v\ oaawcro,� "NOW ramtvrovs� OVERHANG (6' OVMRMG VAX. EACH SIDE OF UNITS `�� JACOBSEN HOMES NOTICE TNESE sPEanCaT10NS AND DIU M ANE C.L.Y. DAZE: 5-30-95 REV. LETTER: DRAWING TITIE ALT, SPACING TABLES P.O. BOX 368 MGHAL PRWKIARY. AND CCMIDOITI& MATERIALS OF JACOBSDH UwxAc?ANC A „ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 JNC AJEN MA713d" ARC PRONDFD TO THE 10PIJTI FOR S'ECFlC PJftM NO 101 RE PVT COHJ70ETITK NO ICRET FRDH OTHM DRAWING NUMBER AD-TD-0040 47 A�p�pgS �poo� R�q� ADDENDUM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE —DOWN SYSTEM ANQF M2E FIGURE 7.0 SEE FIGURE L3 FOR RECOMMENDED TIE -DORY METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR MAXIMUM HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TRIBN USING THIS 'FIE-DOIN CONMURITION A STYLE CREST PRODUCTS VODM 57SH (TYPE 2j AUGER AMR TffH A DESIGN 1DAD (IFDWC WAD) RAT= OF 4,000 POUNDS AND AN ULML47E LOAD RATING OF B4ODO POUNDS MUST BE USED. AN EQUTWW ANCROR MEETING TIM ABOVE SPMFICATIONS MADE BY ANOTHER MAAUFALIURER MAT BE USED IN UEU Of THE SM CREST PRODUCIS INCEIOR. NOTES: THE ALTERNATE TIE -DOWN METHODS SHOMN ABOVE ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-OD01 FOR ADDITIONAL REOUIREMENTS ALL WIND ZONES AND M BOTH EXVWRE V AND EXPIRE 'D'• KKVEk BY INSTALLING THE FRAME TIE-DOMM STRAPS AT THE 'OUTBOARD' H-BEAAN THE MAIL 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOIARFMENTS. HEIGHT OFF THE GROUND IS GREATLY REINIEED. SEE OM DETAILS FOR THE 3. FOR FIWRE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035). RECOMMENDED METHOOS FOR INSTALLING FRAME TIE -DOWNS t. ZONE ONE 2//EEXPOS1RE 'D 8' YAXULIV HEIGHT 'C': ENti `'DO��.i DARA APPROVAL ZONE 3/EXPOSURE 26' MAMUM HEIGHT1, ZONE 3/EXPOSUREb: 28' MAXIMUM Hf)CHT •�6%STFq� r, APPROVED BY `: ��; o'•. i 5 5. SEE AD-1D-0435 FOR ADDITIONAL NOTES 7o. • NE8= "E(�}^{/C NIP LNG O •,•', Col. me, Wm pMdA� �F JACOBSEN HOMES wK SfaIaNTloeIs ANo WASHr AK "C.L.Y. DATE 5-30-95 REV. LETTER' OFFP.O. BOX Cm_ PROPR[iARY, A OONFL011VL uATLSIvus OF JACOM MANNACAM ML 201 VATERKS ARE MWOM TO TIE DRAWING 71TLE: FIG. 7.0 _ ORI SAFETY HARBOR, Pl RIDA 34695 PHONE (813) 726-1138 KCFW Fa gf= PJWM AID IIAi tE 1PT COiiD0 nk No 2=7 TROY 1NIERi DRAWING NUMBER: AD-TD-0041 48 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL 'B' SEE DETAIL llFTAIL 'A' UCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL `B' L -BEAM LL DOWN TIGHT TO DUND ANCHOR INSTALL RADIUS CLIP (SEE AD—TD-0200) OR I SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR T q,31?NTf �r'LONGITUDINAL TIE CONNECTIONS ALSO. NOTES: EItCINES' No. �R �< DAPIA APPROVAL: ? : •Q Fo '•• APPROVED BY i. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT z` 910334 AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET THE REOUIRED DESIGN LOAD OF 31501 MAY BE USED.EL - 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 'a STATE OF : �cl— WHERE THE ANCHORING SYSTEM REOUIRES THE USE�Q�•- / �Q.'�\� OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �� tc IA N I P FEDERAL MANUFACTURED h'OIAE CohS iiIJCTi0NAND ME D AND rr R FIED ODiERS NOV 2 4 1998 JACOBSEN HOMES NOTICE DRAM BY: DATE REV. LETTER: THESE sPEaFlCATwns Arm DRaTxxcs ARE M.T. 11-18-98 ®im ® MOM, PRa'KTARY, AND CONFUEHTIAL DRAWNG TITLE: (� P.O. BOX 368 14ATMALS of .TACOBSEN WNUFACTURNG MISC. TIE —DOWN SAFETY HARBOR. 'FLORIDA 34695 NC S" 4ATTTLALS ARE PROYM M THE PHONE (813) 726-1138 KEPT�COSD�E]n MD SFECnC Sl pj DK'RS, BE °RAmNG NUUBER: AD—TD-0050 45 ADDENDUM NORMAL TIE —DOWN SPACING TABLES�'�' ZONE II & III/EXP. C & D i LONGITUDINAL TIE —DOWN SPACING TABLE MIN, WIND ZONE 11 WiND ZONE nl �(� vEND v FLOOR VADTH WL OTY. a EA. SECTION AW43R ARCif ue InK OTY. EA. OF u SECTION ANCHOR ANGLE mK e 3 40 3 25 �O VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WAND Za4E U WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONG MI.Fw LOa k4QC1R ANQE SPACING 08i� AROGQi ANQE 30'-8' 6' 6'-9. 31501 41-46 5'-5' 31501 1 44-49 LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND Z014E a WIND ZONE GI ^ O FLOOR WIDTH IL D Y.O EAL ENO OF EA SECTION ANGLER IL INL B X O y.O EA. DO EA SECnxJ wm AMU ARGf 4Rl 8 304 4 42 4 25 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE I WAND ZONE 11 FLOOR WIDTH EAVE OVERHANG SPACING DBL KA LoaLOAD ANm Mal SPACING m W ARM ANGLE 30'-8' 6' 4'-6' 31501 46-50 4'-0* 31501 49-52 W INNONE III (I 10 MPH) 20 PSF ROOF 10 PSF D.E. REF. CAECS G �� ' '74. Gl - !�• NOTES: I. SEE FULL ADDENDUM FOR ADDRIONAI. REOUREMENTS. �0. �, ryFl. .`� �•Q4'G`I�iOERt�O DAPS WPROY M 0 S W APPROVED 8Y 2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE TOADS TABULATED ABOVE 910334 = ooe -N "*44" `TATE OF . Cam'' p '•` :. �: INC. nawurwr�lssowc casnuna+.wsurrtssva�os JACOBSEN HOMES . P.O. BOX 368 „ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTIC TIffSE �Eoalu,lloNs AND oR,,,mcs,M ORONAG A'ROPgEIlUtY, Maa tcr4ENnK YAIERIAIS OF JACOBSEN uuaXKAlitwC REC LNI R SPEC15 A� PRONjo 10 I!E �PPII EpmpO{1>u A" goo om onu AIM BY: M.T. DATE 2-8-99 REv. liTiER ORATING nilE: NORM. SPACING TABLES l)FtANWC NUUBER: AD-To-oo7o CA 50 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 10.0 SEC FIGURE ED FOR WERNATE IT -DOWN IMOD FIGURE 10.1 SEE FIGURE 5.0 FOR ALTWIM TIE-DOIIN METHOD NOTES: 1. SEE AD-10-0070 FOR SPAM TABIES. 2. SEE AD-1D-0070 FOR OUMEITY OF LONGITWAL TIE -DON STRAPS REMO. 3. SEE OTHER DETAILS FOR BLMaW (PIER) QUANTITY AND OTHER REQUREMENTS. 4. SEE FILL ADDENDUM FOR ADDIT NAL REQUIREMENTS, 5. ZONE 2AEXPOSIIRE V. 56- MAXNUM HEIGHT ZONE 2/EPOSURE V: 40' MANUM HEIGHT ZONE 3/EPORK V. 56' M40M HEIGHT ZONE 3/EXPOSORE V- 40' MAMMUM HEIGHT . � 0 910334 7� ohs -c STATE OF JACOBSEN HOMES '""".4 4MAW 1HESE SPEOFIC11TMIpt5 AID DRA ONONAL. PKIRItIM". AND OONFDE M „ P.O. BOX 368 YA1UMS OF 44CDBSEN WMIFAOUMM SAFETY HARBOR. FLORIDA 34695 K puff F RA'p�Ef:�1C R*tPM AND MM BE PHONE (727) 726-1138 ► 7 CM#V M& NO SWET FROM 07MM M.T. z SEE HOLE 5 FOR 4 HAXNW HMO N VANNONE III (11..0 MPH) 20 PSF ROOF 10 PSF D.L. DAPIA APPROVAL:. APPROVED BY INCloo� Ni4 FEOEW WK COb-itWKXMOS*M SVMW05 '" is 6 _mi REV. LEVER: 3-1-99 ..._ FIGURES 10.0 AND 10.1 1 AD- TD-0071 51 01 ADDENDUM. NORMAL TIE -DOWN TABLE SPACING S ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE (�\ MIN, WIND ZONE n HIND ZONE to ^ O v FLOOR MOTH ►K OTY. EA. END OF EA SECTION AhOIOR ANGLE MIN. 0 wt OTY, EA. DO OF EA. SECTION Nim_ ANGLE flat. 9 15-4' 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II HIND ZONE 19 FLOOR WIDTH EAVE OVERHANG SPACE LO* DBL ARM A3.E SPAONG WA ° LOAD ANCHOR ANGLE 15'4 6' EACH SIDE 6'-10' 31501 40-46 5'-6' 31501 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MiN. P6ND ZONE II WIND 2014E III ^ 0 a �� FLOOR WIDTH Ua• QTY. EA. END of EA SECTION ANCM ANGLE MIN. B IK OTY. EA, LAD OF ER SECTION ANOIDR ANGLE UK 0 15'-4' 3 30 4 35 •�� VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN, MAX WAND Z94E 0 WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DL t jD Low ►xO�R Mal SPAONG D o� ANaOR ANGLE 15'-4' 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50 NINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS TT11111TTf NOTES: 1. SEE FULL ADDENDUM FOR ADD17IONAL REOUIREMENTS. 2. SEE AD-TD-0073 FOR MA)uLl'JM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE: 3. MAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS PATH 95 1/2' I -BEAN SPAONG, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT). ENCaN�(� Ov %l�F,q��4 ��` �Q ,• G\ST No�� Q� , o 910334 ' ��a • ^ •. ' C_ STATE OP cc, . ; '• •�+ ��.��'•• • . 0 NNN.`��pA�curaMo� DAPIA APPROVAL_W APPROVED BY 00"'Or INC. OU" JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIOA 34695 a NOTI 1f11 THESE SpcanCATIONS AM DRAWM ARE AND4 CRICINAL PROMETALT, CUIENIIALDRAWING MATERIALS Or ACOBSEN uAWACTURUIc W- RtCOTRIol uATERIALS ARE PROHOED TO 1HEDTI TOR SKOS1C pLOMS NO MUST DE MET MOW OrM It BY: M.T. DATE: 2-8-99 REV. LETTER: TITLEP.O. NORM. SPACING TABLES DRAWNIC NUMBER: AD-TD-0072 rn ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE -DOWN SPACINGS MAX PER AD-ID-WI2 TAM F R AD-ID-0012 TIDE PER AD-16-0012 TABLE PER AD-TD-07 IAEU - PER M-TD-0012 TABLE MAX TYPICAL CROSS SECTION SHOWING -TIEDOWNS FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE TIE-DOIN WITiOD SEE NOTE 5 FOR MAXMJM FZGiT 7 IN FROM SEE ' ( FIGURE 10.3 MANOZONE III or 11O MPH) IioME ) SEE FIGURE 7.0 FOR ALTERNATE IU-DOWN ID;t`AOD 20 PSF ROOF 10 PSF D.L. REF. CALCS 1�4111111t11111ti,. NOTES: 1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES. Z SEE AD-TD-0072 FOR OUANITY OF LONQTUDK TE-DOMN STRAPS RECURiED. 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS. 4, SEE RU ADDEN N FOR ADDITIONAL REQUIREMENTS 5. ZONE 2/DPOSURE 'C: 56° MAXIMUM FIGHT ZONE 2 b•: 56' MAXIMUM HEIGHT ZONE 3/ (POSIIRE 'C: 56- MAXIMUM HEIGHT ZONE 3/EXPOSURE 'D': 56' MAXIMUM F#7GHT 910334 STATE J A C O B S E N HOMES I THESE SPEancA'RUNs` AN_D CRAM(GS ARE ORONAL. PROPRIETARY. AND SITIAL !A! ®I P.O. BOX 368 Cd_Xi1 MATMALS OF ,A W931 MANUFACRIRNG 9MATERAU ARE PROVM TO THE SAFETY HARBOR. FLORIDA 34695 RECt"T RR S TUE RIMSES AM UM BE [DRAVM PHONE (727) 726-1138 PUT CONFNOM& AND SE00 FROM MM DAPIA DATE.• M.T. 3-1-99 FIGURES 10.2 AND •10.3 AD-TD-0073 53 ADDENDUM OFFSET UNIT TIE —DOWN SPACING TABLE S ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE [�1 MIN. W ZONE I WIND ZONE M v FLOOR MK OTY. mom NK off. Nk}{pg �(1 NTH EA aF ANGLE ff WE 0 SE EA sEcnD11 � e EA. me EA. sEN;w1 ARYL 8 12'-0' 3 4T 3 61' 13'-4' 2 54' 3 41' 15-4' 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I VAND ZONE 0 S' G WL LOADS ANR10R ANGIf SPACINGML HEAD LOADmowAN(iE FLOOR WIDTH EAVE OVERHANG- 12'-0' 12' 5'-0' 31501 40' 4'-0' 31501 39, 13'-4' 12' 5'-0' 31501 41' 4'-0' 30001 40' IT 4° 12' 9-0' 31501 43' 4'-0' 30001 42' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. ww ZONE 1 WINO ZOFE MI MK OTT. AWN MK OTr. MCHOR FLOOR VADTH FA OF MOLE EA. END OF Malstc O �.J EA TaN SEC WL e EA sEcnox WL e 12'-0' 4 45' 4 60' 3 45' 3 60' 154 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. Y" ZONE I wo ZONE n �AO'G Lm ANC110R AN(lEE LOWOOL AN1iE TWMDDTH OVEERHANG 31501 40' 3'-0' 30001 38 13'-4' 12' 4'-0' 30651 41' 3'-0' 3ai 39' 15-4' 12' 4'-0'3064 43' 3'-0' 30001 41' NOTES: �6 - Lgtz5, C- Ft' - 1-6 al- l6 . IL FAY. r �a�p► NET'. C&m(c -15 U- I 710 - 1. OFFSET SEC10N WIN THE MARRIAGE LINE WALL Ex1ENDING BEYOND 1E ETDwALL of Dp�O •,� s THE ADJACENT SECTION MUST BE TIED DOWN AT THE MANAGE LINE IN ACCORDANCE ��.'�1��IFIC�?.;�y-.�,MbffffitD 7� O �-' BY NTH THE TABLES ABO"1E. THE SDEWALL SIDE AND IHE ADJACENT SEC10N(S) ARE TO BE TIED DOVX IN ACCORDANCE WIN THE NORMAL SPACING TABLES (SEE AD-TD-0010 JUN X FOR 1Z'-0' t IS-4' WDES, AND AD-10-0070 FOR 15-4' WOFS� 4. SEE AD-M-0001 FOR AWTIONN. REWRE ENTS. w * STA 1� ((� C. I SEE AD-TD-0081 FOR MAbMW PER H(](,'HT REQUIRED FOR THE LOADS TABLLAIED ••.�QRIOP•' Tice' I \J ABOVE '� '•........•.• f4 •�� LMA1111PACMUROME JACOBSEN DOMES mm WA + . of"t°`� T- oA,E 6-8-04 '�" ` ,DRAWNG [Bup PE.o. aox 368 MMAI, PRa WARY, AM 1ILE: """¢ „ OFFSET SPACING TABLES SAFEP ONE( )720-ID 13 895 WT m1a& m (XtAW1NC NllfM AD-TD-0080 54 9 zs ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING 11E—DOWN SPACINGS FIGURE 11.0 SU nGUBS 4.0 MR ALtSBN E 72-DON !flMD i SECTION(S) TIEDOWNS [TARES ON WM-M MM ffLC 10 mm STANDIWO ILL*-va SEI.m OF THE WIT -SEE WE % AD-TO-OOl l nP. F100R SY51E11> TIP. IF I.— Ailm MM 4 It r 1— MUR MaE moo mjE-4 IR wr AMU FIGURE 11.1 c-su- FIGURE 11.2 FI s� M 0.A FOR ALtffitlili>3 TM-mxN SIZ FI ¢,� foB ur®TutB t1�DONN iEWD Q{a V* DMA APPRovIIL N o .r . op �, 1. SEE Allm-0010 MR SPAM TABLES (aF W SECWN OKY ~" '•;'r v{FFj • •!� , PPROVED BY 2. SEE AD-W-0080 FOR WMTY OF UMTU01AL TE-DOMM STRAPS REWIRED. �; ' G`{ C � �� ; IA (OFTSET SECTION CNLY) o. 004548 161 1 SEE OTHER DETALS FOR BLOOM (PIER) OUANRTY ANO OTHER REOIIREMENTS. JUN 4. SEE AD-TO-OOM FOR ADDITIONAL REWROOTS. 4�' • D�' of INC. 5. ZONE- 2/DP10d V: 48" MAUM HOGHT ° ZONE 2/EXPOWRE V. 40' XUJM HWHT-36' FOR 12'•-0' U LINTS � 9�(+••., �; , p. a •°• � a� ERAL Nt1FACTURED HOMEMA ZONE 3/ExPOSURF C': 48' OWN HEIGHT �� i% •.. '- {� T�. Q(,�0oe TRUCTION AND SAFETY STANDARDS ZONE 3/EXPOStGtE V. 40 MAx*lUdi HEIt#iT J.ACOBSEN HOMES rrortcm rR oXRE nlEg s�aFlCA1�s Ago aur�cs AR WNW. M.T.5-8-04 DATE REv. LETTER MUM, FOWFUUMT, Asp COlMUIM MAT°' U OF'IA WMW=F!! G DRAW TITLE FIG. 11.0, 19.1 & 11.2 P.o. Box ass PWQW SAFETY HARBOR, FLORIDA 3095 emit Fqt � PI�iP�OS NO Y nT K DRAW ' PHONE (727) 726-1138 Iavt OdrF MAL NO SaW R10H MHM AO—TD-0o81 55 ADDENDUM ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ Off SIT SECTION) SHOIMING TIE -DOWN SPACINGS . FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: 1. SEE AD-TD-OM FOR SPACING TABLES (OFFSET SECTION ONLY). 2. SEE AD-M-OM FOR OUANITY OF LONCITUDIAL TIE-DoyM STRAPS REOUC4ED. (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS TOR BLOCKING (PIER) QUANTITY AND OUTER REOMMENn 4. SEE AO-701 0001 FOR ADDITIONAL REQUIREMENTS. SEE C-!110, ®G; I t.. 0 - -SECTION 'F -';V No. o 91.0334 y � m.es •' i� •• sTAia cr �w DAPIA APPROVAL- 1L' PHA. :SERF;. MA I. -FACT AMH !.: iNSI RLICYIOHA",E I'1 JI:, :LLA,;-,S J A C O BS E N HOMES UESE VEOMTIQMASt IMAUNM ARE oRA6NI BY. R. R. DATE: 5- 9-01 FIR LETTER: OR WA1. PAMIETARV. ADD CtA31 DUAL DRAWL TITLE: . NMiMALS OF JACOM MAMWACUMM w P.o. 11ox 36a FIG. 12.0 a4. QiCsi MAT1;AUdS Ate F,10�lDE® 10 INS SAFELY HARBOR. FLORIDA 34695 Kmolf FOR VECK RAMS Am oust a ORATING NUMBER: PHONE (727) 726-11M PUT cWM?At AW SECwEI FRW ORM AD—M-0032 56 ADDENDUM AS SPA ING 108" HIGH SIDEWALL TIE —DOWN TABLES 1� 0 ZONE II & HI/EXP. C & LONGIT INAL TIE —DOWN SPACING TABLE �rl MR %W ZONE N WIND ZONE N ul MdR Yx On AHR FLOOR Cff � SMua A WL e El OF EJLOn Mi:1ND1H MIL e O 26'-8' 3 42' 3 53' 30'-8' 1 3 52' 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN i SPACING TABLE ww MAX WIND ZONE 1 WWO ZONE I SP LW NOM AWLE SPASTIC �� moo ma FLOOR MOTH26'-8• oVQ TANG 6' 6'-80 31501 40'---50' 5'-4' 3150l 40 -5T 30'-8' 6' 6'-8' 3150 j 40 -50' 54 31501 40'-50' LONGITUbINAL TIE -DOWN SPACING TABLE MR V@ ONE 9 00 ZONE I FLOOR n rawa& Now AHtBE WL QTY. of AlIm E ) %DTH ECT1tfd SfC1t1 I 1t a E: u 26'-8' 4 41' 4 52 30'-80 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MK MAX. WND ZONE R UND ZONE m s'" A#61E SPA Lm moo ASKiE MOTH OVERHANG EAVE 26'-8' 6' 5'-4 3150( 40'-50' 4'-0' 3154 40'-45' 30'4 1 6 1 5'-4' 31501 4O'-50' I 4'-0' 31501 40-45' WINDRNE MI (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM C 4, — 10 'G (— t o r 2 3 a DARA APPROVAL: NOTES: =. ��GiIFl.. APPROVED BY 1. SEE Rill ADOE1r11M FOR MOTON. O N. REDOAtEl 04M No.0045484 v 2. SEE AB-M-M FOR MAWN PIER HWHS REQURED FOR 7W LOADS TOUR A804E '� • IN]C. •, Gas •........ �e FEDERAL_ MANUFACTURED HOME 'e TERED CONSTRUCTION AND SAFEP(WANOARUS t JACOBSEN HOMES DF011Cl+ DOES�a:ATS NO aA ME MAIN Or M•r. DATE ' 0�-20-0� W. LETTER DRAWN TIAE' 108' HIGH SiDEWALL SPACING TABLES P.O. 06X 368 a>a wim. mu"UMy, Aar cufmsflx HATU S OF &%CODSM KWIACRlsoT+a W_ SM4 MAMOMS ME MW 13 IM DRAWN GAL! M AD-1D-M SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 FSPW Eat St MIX mrW AND 09 9E WT coaamTaa NO SIMI F= 0*m 57 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS FIGURE 10.0 TYPICAL CROSS SECTION I I SHOW TIEDOWNS TV. FLOOit NEB Ham' ANC ANC 10.1 FIGURE O_ 11.SEE Aa V-= FOR SPXW TAM 2. SEE AD-TD-M FOR OUANITY OF LONCiTUDUI. TE-000 STRAPS REQUIRED. 3. SEE OTHER WARS FOR BLW014G (PER) QUANTITY AND OTHER REQUF{f UTS 4. SEE MIL AOOMIM FOR ADDITIONAL REQIIRE]IETITS 5. ZONE 2/10FO E t-. 3/• IMU M HEIGHT ZONE 3/E V. 3r MAMA HEIGHT ZONE J/b�SURE V: 3r MAX" HEIGHT C ALL SPE XAIONS ARE BASED ON 20' ROOF ANGLE MAX. TIP. AWO AWE SM WE S M sum Dart VA DZONE 0 `110 20 PMPH) R OF 10 PSF DL fEr. mm C 5v - I S, o (- 10 , z 3 °,� ♦ PARA APPHOYM: • P!IF APPROVED BY fd M w i I '� = INC. + � V �ORI ►. `y ��+� FEDERAL MANUFACTURED HOFAE '0'+. T��'fUN `,''� CONSTRtICTiDPJAND SAfErvSrS ANUS �P. _ _..� , -all JtICOBSL' �T HOMESNOS: o.. : M.T. '"•~ 07-20-04 arm. I TMY' " MAIM 1IM-41, FIGURES 10.0 AND 10.1 P.Q. BOX 368 rAT s a< y►caaMlt MAMiACII/t11C /IC. wm W11I'l U M�E PIIOM A 1 E SAFETY HARBOR. FLOFWA W95 NEFE f Fat 9'BfIC lai W NO W9 K DRAMNG PHONE (727) 725-1138 KEPT CMIU t NO KW FM /IatS AD—TD-0084 58 .. - ADDENDUM 108" HIGH SIDEWALL TIE —DOWN SPACING TABLES ZONE II & III%EXP.. C & D LONGITUDINAL TIE —DOWN- SPACING TABLE No toy I WNu ZONE Ila FLOOR • UK arr um ux on A ROM ao af ma Qo OF ,wciF �O`J EL F,t gttion Yni 4 El sEcU nt e 23'4 2 58' 3 43' 24'4 2 62' 3 45' VERTICAL fiIE—DOWN FRAME TIE—DpYIN SPACING TABLE . MAX - iMNO zarlE I WIND ZONE I YJI� aYERt{ANG . �aanc Eo� moo MusPAauc �� AMQId1 MaE 23'—{' 6'-8' 31501 49' V-4' 3150 45' 24'-0' G. 3150 49' S'=48 3150 45' LONGITUDINAL TIE —DOWN SPACING TABLE WW ZONE i 1MN0 ZONE W FLOOR Ilk on AN(}#t rats OT[ MCfCR IX DIO 0' AMCYf EA E10 Of AMfiE + v EA SCTCIi Yll 0 EA SECiIUi 11QL 0 23'4 3 48' 4 43' O 24'-0' 3 50' 4 -45' VERTICAL TIE —DOWN j FRAME TIE —DOWN SPACING TABLE ' wtt Muc WIND ZK 1 ►tiwn ZONE IB �oM ov�Nc �� ,� AH4E �� 1NOIOi AMQi 23'-4' 6' S'-4' 3154. 41' 4'4 31 43' 24'—D' 6' S-4' 31501 47' 3150 4T • 108' MAX 9DEWALL HEIGHT wwwzONE nAu • (110 MPH) 1 20 PSF ROOF 10 PSF O.l. W. CALM. NOTES: `-Q i• DAPN APPR9YAL• 1. SEF FtlEi Ap0EH0U11 FOR A9DfA0HAl. REOU11:31D(iI APPROVED BY 2. SEE AD-1D-008b FOR YA1GMUi1 PIER HDaiIS RCOUtFiFD FOR 1FiE LO a {1i.. �,►t �, u Dec 13,2006 iABUTA•IEO �� • V. O � � r � -A�� INS. A0V iFD6tY MM1f . � ��•'. L �r.�!(4�1i WIISiRIt(.TIDN AMD SIFFR STeWOMDS JACOBSEN HOMES - XOYICE ZG71 m��>�� BY: R.R. OATS: 11-28-06 REY LiTTiJi ' � P.O. eox sae - oaJ=w PFOW ADO oaswF,xm W_ ,,,o,MAMAS „K nowm TO a¢ au+axc nn� 108' HIGH SIDEYIALL SPACING TAMS - SAFETY HARBOR, FLORIDA 34695 PHONE (721) 729-1139 - gnu ►pt y4arlC nRaaEs AND Mar pC mT mwmrrL r+e sa¢r r= oQoe . pq,iWy NUMBER: AO—TO-00$5 • 59 09 • 9900—M—OY saw MW Laos IM V4KPWM JM 9c11-9zt (ttt) 3NOHd 'dam 9mvw ll MR an torti =ram IN lm t69K Y ONOU 0� ny� aH JLLUVS , VOI aW Y U{ S38 MU 71YfrIA 1.0 in Now" A =7TIrt1111 7111'. r1q WW M#w dM 91NLV&VN 1rN7M0 90-8z-« •a a �t]w el - t. �o'�„:'° SaWOH HaSSOOw yy /�7 .•'• (jlC�i�'� •. v • Z1ffl .201 MW Xr11 MW �M At 1D 9EWS 3W S.N.0.11.Y.� Xr-43� TV I S&VOWIS Ala s am Nou71Ytum !lf9di Iyai01r11 _fif :4 3w�sOdx�/t 3No2- � M GaW.0 9romm wmaoa : a ; — y. - en=alt .w 'a. 3frsod:3/t 3W 900Z' £T �Q = 'Sll0113>n1O3M WWOWOOY VU [na M Tri[ 33S I tLN w ... •: rfJ'�!� •St1i3R3 M31 DUO MW )lUWM (WW � W76 WU SWL30 040 33S •t '�: 'alno3l SdratS W0Q-X -XIMU&M !O UMM ro! SOW-.M-or IN z A� 03A0lIddY �i� rF:�'��;JI iL� • d� .` S333r1 9NOVda t41[ 590O-M-Ol is I ._ :nreanaa+ Waco �t�`�� • •+ ��rl![i:l�atts 371117 '33N 'TO Sd at .� � 1.01 39[lold NO �o 3QS II0111 1.9 U1 mozamm1aQl[ Is LMS Imm His UTRUN OYlI was own w TEW BMW twa+ Irrnrll � . MA s in 33S � Sane r3ra•S9oao du 93lStS eoov au SNtWIL' 9NUAOM . NM33S SSW WOULL DId Jtaali.�-3[ . =06 OWN tiodiWOO-34 moil tatw-m alas W44-31 J Amu tj SIK0�31 srNOa-3t - ®•® �i-eF`:•� �--v -r�-_:-.r . 1;_i:z= ':r • :,ter_ . _ :. " S=VdS HIO(I—K 9lplilOF{S NOW313 301S IYU1 ADDENDUM �N (108 PIDEWALL�) ��, �l& ,� NORMAL TIE —DOWN RAftC TABLED Z_rOIA ZONE II & III/EXP. G & D � (� V (� V LONOITUDINAL TIE —DOWN SPACING TABLE �111.• FLOOR l0TO �ND ZONE R i�ND ID#{E � Vk on EEk SEECCn* t a Gir. cir �l Ikt e 12'-0' 2 53' 13 -4` 3 37' 3 46' 15-4` 3 45' 4 40' VERTIOAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE V4 FLOOR *DTH VAX EAVE OVERHANG OJD ZONE n 00 ZONE Al SPA* VAX PIER 1HMT AI" A40LEs SPACFIc V � +1}iG1oR AiIaE• 12'-0' 6'' EACH SIDE 6'-4' 72" 35' TO 40' 54 38' 45' 13'-4' 6r EACH SIDE T-4' I w 35' TO 40' 54 42' 45' 164 1 6` EACH SIDE I T-4' I w 40' 1 14 46' 45' "C1 O � LOWITUDINAL TIE-- DOWN 9PAOING TABLE ON. FLOOR OTH ZoHE 11 ZONE IN w an EA. SECTON x ; 99 oTT; EA SECICh �ilt 9 12'-0" 3 44' 4 40 13'-4' 3 52' 4 45' 4 44' 4 �• VDRTICAL TIE —DOWN / FRAME TIE —DOWN OPACINO TABLE ►, *nt VAX EAW OVEi kic 00 ZONE 1 zoNE m 0FLOOR �' VAX EId1iER + ahaF' SPA* Y�� AIawR AI4a t 12'-Or 6 EACH SIDE 4'4 7t 37' 4 4 34" 40' TO 45' 13'-4' 6 EACH SIDE 4'-0' 72' 40, 4'-0' 3e 49 TO 45 15'-4' j 6' EACH SIDE I 4'-0' W 1 40' 1 4'-0' 42' 1 40' 10 45' NOTE: THEN ANCHOR ANGLE FROW VERTICAL CANNOT BE D ACHIEVED. ADD APPROVED STABILIZER PLATE. (SEE NOTE #6 FOR HWES SET IN FLORIDA)��'' ' "•s� NOT 1. SEE FLU ADDftN FOR AWIMAL TifOUAEMTS 2 TAM BASED Oi4 A}(CHOR *DRIONG LOAD OT 3,1501 AND DIAGONAL RE TO OPPi19TE 8EA1tl i VAX EAVE OVERHANG REFERS TO OVERHANG AT S@E*ALt NOT FRONT OR REAR 4, TAMS APPLY TO 144•, 160', AND T84' RDOR �jDTHS TH 95 i/2' IME SPAOK IOB• VAf ytk SDEWALL HEIGHT AND 6' 4A> t1IJ SOE OVERHANG (6 OMHOG I* EACH SIDE OF IA$Tj 5 STABLMR PLATES ARE REOLMED ON SIDE*'ALL ANCHORS AND LONOTWINAL 4pDRS SET N FLORDA, SEE DWy ML 15C. EFFECTIVE VAR0A 2% 1999 EN •!o , �c •; ��C. ��_ ',� w r . , �',•'• ° 1i.. V r �^ 3 ► - ' %Z %r � %� ;; �': ! : .. v •�'S�' •�•. `L!tea�Iv� :�� + ��{'�u^*r'•••••.• F'4� `• DANA APPROVAL; APPROVED BY Marl 25 ,2008 FEDEMLII/WUFACTIgEO HOME coNvAucnoN AtIO SAFETY STANOAMS JACOWEN HOME,O ® P.O. Box 368 SAFETY HAMOR, FLOHIDA 34695 PHONE (727)726-1138 TiOROd[i mxg �E ft°�"''� �AF°A 0F �Ao 4jAk��e �c qx" ATUAS Ate pwymp A „� p(ppA1�r iQi -9E q/��I,bsl R �rod�aEh>�WPW. FA 0*m ?(AWN( o.ld•T• OATS: 12-11-07 REV. LETiQt ORA G nriE NOR�1. SPACING TABLES DR G WWM AD-TO-0087 61 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS Err. Aft L.ETi M _ , , erg'," umm f. S/Y 1D+ . . W. 3/1 s� I --5-1 Trio PER SHEA"AliS I i 7V PIER 3"WPAILS I (AFL XTUAho ) ( (AIL ifIUATi M 1 DcC oom X-0ows awl* (A *L%r 1 Tr NOTE 1 sit NOTE I STi Mo1C T sm NOTE 1 A 3a NOTES 2 AND 1 A A SSE if0'Ti3 2 AND I A pa RtGb ► m PC* ro RE1gb m Rtmb TNs LOCATION MS WATM TNS LwAmw TNs LO Aro:N FIGURE 8, 0 FIGURE 8.1 THE DETAIL A©OVE IS SHOWN WITH A TWO PIER SHEARWALL CON9GURATION, HOWEVER, THIS DETAIL APPLIES TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL U VALUES. �� .. .. fPAL PROVED BY um Of THL m" "m A8 K om RT mw AT 00 MGM ANOM TU aC M?W rot M KWn U or �7ss/ Imo M501 LOAD �fp e�y��(sm to -a-= lm-1 xgx NORi9 ioT It m ar m" u�b+oi naplunorc� '� � �C��' C' F •.:`� I E,p1Q20MZ M3m A mAT va Do cr nic soMxsl xon r R rQ oft XTAd]? � N;(AM r�*n AT Cf W 00 W "SIS glum ss a -oz mw Iaa,�a� wi) i 910334 1� >��I VC. 36 Wol 5 ina 5 Lculw R'mc A y" lt1m Ta w a1T oats-Y mxq N *4 W.'� r $ MANUfACTURfO HOME Tic-n� sTw= MLI AX aMMU (XL SF MQi =WUP WAM Au Ur4a : � , r>cAM XLKwgsx, STATF bF := w aTBUCTKNANOSAFEIYSTANOAROS aaaxt Kcr�tiur, Aso R` JAC013SEN HOMES �;•.R. 02-o1-oa P.o. eox -3aa 5/w TE/PIER . REQ.m' � WETt 14MW& (LGRIOA .31864 oK OK KA4". . FMOM (7-zl) 724-1138 lot O rT�xc+L Me mmi rea mm . AD-TD-100 62 E9 0110-01—GV snuo ?" Irxm OW'kU?f uu3 I'm MI-M. (£19) 3NOHd :rLamnHoNNrtio 33ISM aYS>DM"W7A34WlDGM3! 969t£YotHou'80ONYHA13dYs NM00-311 '5IJN00 M S '180 o''caluN ft nn rGS9oaf0i� A ST1rbb'31LvA 99T xoe o d r\ 3'1u DN1NYa0 lvami gm aY 'ADYs.1dxv4 tivtsouo blor 31Y S'3HMYNO OhY �;i0tl MMA 309tt 96-9-Z a'� 5 WOH MSS900Vf !1i31131 A3a fl -31.Y0 18 Nxra0 °3JI10N - 1i1111I:! hill,; , '435f) 39 OR lwmaY3 6 NOLLYaRJLM Vo I N1ON3 � ANY '1MIM '340BY• W130 3EIl to IWOFS IVY STWAar3NS IaGW INU '9 =I 39 011 ON= 03dOs a0 1N11Q3 dwo'Id0- 1Y13 NNORS DW133 'S 'N� ,Z .... .., ; `^,,� sHourarotiNOO 80 Try 'SLSW ACH3 H0Y3 1Y a3wn03V dMS N+04-31 •t 531,0Z Ttr Y+MVWCtiN07 TIVMW-4 6 TO 0 "3N 3" Said ao'SdMS n'M. -31 04 (dr&GA-SSOKS IM3H Tn4 aY"I WW V 3A08r a3mol SI T V&Vri6 N3,A 'C (SYa130 3 NY 31L aid) S1S4' TMlAM X A ON] wr3 lY t:3d Y IWLSY Z (•NOaYTrasm ealow o4noto NO S1ou a03 (S310H WM33-O) 10, -M-GY 33S) L ale a�noUadll t ' ' (OY01 106am in OSIC) SUP 3o LY01 3Y1 NY vol a3<m 39 Os s1x "-y ati" •1 'NAOMddr VI&G %%N2 3'3SOAI •slslor asratsv srannusm dYbLLS NMDQ-31 ,SCO' x ,t/I 1 (TWM had) MINA 1:i M TwmaY3NS firmy11 Ad OS£ MaIA GNa •slsa %Wp s4orm w dr91S NMOQ 3t1 ,STG' x JA ME1Lti3QIS 10 LM 39 dYn Dknw N0LLVdf1MJX03 TIMUVaHS a'ISfIOQ MOM CELJNG MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) �( (SDEWALL APPLICATION) 350 PLF UA1aMUM SHEARWALL DESIGN VALUE (PER WALL) \�— 1 1/4" x .035' TIE -DOWN STRAP 36' MIN. CONTINUOUS AROUND JOISTS. 350 PLF MAX" 91EMWALL DESIGN VALUE (PER WALL) 1 1/4' x .03Y TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. ON IS A TRIPLE WE RAF IER. APPUCABLE TO STANDARD ILE WIDE TRUSSES, 4D VIEW X .03Y TIE -DOWN STRAP JOUS AROUND JOISTS. NOTE. ALSO APPLICABLE TO 'SUP SIDE' MARRLAGE WALLS MEN AT LEAST 2 STANDARD VERTICAL 7IES ARE INSTALLED, (I EACH SIDE ADJACENT TO SHEARWALL LOCATION) r, To ,-vscuw. v �. NOTES: EX014EER APPROVAL- OAPIA APPROVAL 1. GRO O ANCAIORS TO BE RATED FOR AN ULTIMATE LOAD OF 4725J (3150 DE" LOAD) (SEE AD-TD-0o01 [TD-aNERAL NOTES) FoR NOTES ON tROIAD ANONCR t6TALLAim.) 2. NSTAIl A PIER AT EM N ETD OF THE SINEARWALL JOISTS (PER THE AB01E DETAILS). pp APPROVED BY 3. TIE--DOL ARWALL P�IERSS A TIOD EOI� S9WWALI CCONFTTOI�ST0 ZONES 1 `] (ALL ALL AND 91 R 4. TIE-DOTI'N STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS �o John C. Doe en, P.E. NI 5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. ] 5133 C. R. 22 \ , ARE SHOWN E 711E DETAIL ABOVE HOWEVER. ANY LENGTH s. FULL WIDTH 4NEION ALLSSHEARWALL OR COtNFiGURATION 94EARwALL MAY BE USED. Goshen, IN 46526 aDa iACTaAaosremiw•e.►a 7. THIS DETAA MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTONS. JACOBSEN HOMES P.O.eox 368 N0T1C� n+ESE sPEaanunDNs AND oRAwacs ANaF M=AL. PROPRIETARY. AND COr4mTLAL MATOF JACOB%M MANWACAMC DRAWN BY: R.R. DATE: 4-09-96 REV. LETTER A DRAWING ��L S/W CONFIG. 71E-DOWN „ NC. SUCH CH uAW PALS ARE PNONOm TO THE SAFETY HARBOR, FLORIDA 34695 KQMT POI VECM PJMZ NO MAI K DRAWING NUMBER: PHONE (813) 726-1138 OUT CONDO w Am van FRW onus AO—TD-OI l l 64 PORCH ANCHORING DOUBLE HEADED 3,1 NOTES: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABIf BLOCKING X .035" TIE —DOWN STRAP 10US AROUND STRAPBLOCKS. :; �'f �'� - .�'• WINDZONE III EXPOSL RE C �' ' • ("�� i ; . (110 MPH) _ 20 PSF ROOF cA1ts "` C wA — IOP .G1 — -APRQVAL. 0APIA APPROVAL• PPROVED BY xozlce DRAW BY. JACOBSEN HOMES TtM :.'PECi1CA7K71t5 AND DRAIMNCS ARE M•T m aa0NA4 PROPRIETARY, AND CMIXNTIAL DRAWNG TIT1F:ILAP.O. BOX 368 rl_ MALS CF JAMM4 MANIFACTURNG 9" MATERALS AidPRMXD 10 TNC SAFETY HARBOR, FLORIDA 34695 Rf[1 W FatSPEORC T1(W W MI If DRAIi1NG WW ER: PHONE (727) 726-1138 KWT CDvf MAL AND Q';P'T RL01 OTHERS 11TINC. EDERAL MANUFACTURED HOME NSTRUC710N AND SAFETY STANDARDS it M& OATS FV. LEM: 12-13-03 PORCH ANCHORING AD—TD-0112 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIAGONAL FRAME TIE 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. APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) CRIMP SEAL (3150/ WORKING LOAD) r 13S a s iC 'i W Vf r VERTICAL TIE -DOWN TYPE 1, FINISH B. W GRADE t STEEL STRAPPING o 1 1/4" WIDE & 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. RADIUS CUP RADUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CLIP BY PLACING A STRAIGHT r U NGTH OF 1 1/4' X 0.03Y 71E-DOWN STRAP MATERIAL IN AKHCR SLOT AND BENDING TO FORM THE CONFIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT 7HE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET *Q&IQLLr THE RADIUS CUP. .` S T • E� �1iVO. O •• DAPIA APPROVAL: NOTES: = :' ENES70357 ROVED BY 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME - TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. TATF/ QF : JJN 1 g 19 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O�•. /,Vl.✓y!y_ lr •'�k. INC, HAVE A RESISTANCE TO WEATHER DETERIOR- '.� �` '•.:. A •. \ .`` 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �''°'•rsi0IVALIIEN�````` �°`ooanso�wowma+rao WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR BRkWA TIE -IX MI OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). KVaS ARE CERTIFIED BY OTHERS N077CE: DRA1M Or • DATE REV. IEnut; JACOBSEN HOMES MRSKINICAnOMaNOORAILIa C.L.Y. 5-31-95 A M=X. PROWIMIY. AM MOIDDInk IxIAWWG nTLE P.O. BOX 368 "Hy as of AM>r YAMJFAC'um ALT. TIE-00VI N APPL. A SAFETY HARBOR, FLORIDA 34695 flaPon ►q 9M IRAMS MD WSI r DRAWING NUMBER PHONE (813) 726-1138 W7 cCMwxe No xm mw oum AD-TD-0200 66 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) FLOOR [Z— IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, IT MAY BE LENGTHENED BY USING A CRMP SEAL WITH A WORKING LOAD OF 315D POUNDS l0 0 t DIACONAL FRAME TIE 1 ANCHORING EQUIPMENT —II CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE-DDWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. NOTES: 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT 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). L4� IF NEEDED, USE VERTICAL TIE -DOWN TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING 1 1/4" WIDE k 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. 1t1S r//�.4,'''%. c' Q No. 910334 STATC VN —0IVAl�i ,1x�' A JACOBSEN HOMES THESE SPEOnCAnoORS Cl N�wift ARE un^n� tlT:"— ® CAJONAL PROPRIETARY. AND T: fiMTK DR�TITLE: ®� P.O. Box 368 uATERIAIS IF JACOBSEN uAsturAcr"o SAFETY HARBOR. FLORIDA 3<695 INC. AIOK uATERIkS ARE PROS TO THE R[CPDiT raR SPEUIC P.i6OiTS AM WSl eE pRAWVIG NU48ER PHONE (813) 726-1138 ICPT COIPOLNDAt A!O SE= rROu OMP.S DAPIA APPROVED BY INPIREVISED lorm 98 NC. 'w"W. m FACTUMD I rvasrnueTrr� ANo Au¢nAtANDAgpC DATE' REV. LETTER: R.R. 10-05-96 ALT. TIE -DOWN APPL. AD-TD-0210 67 ADDENDUM COLUMN TIE -DOWN APPLICATION I COLUUN 'A' — COLUyy B• 1 SEE (ABLE FOR MAXLLA1u SPAN FOR COLUMNS 'A' GR B' COLUMN .0 COLUMN TI' SEE TABLE FOR MA)ODUI SPAN FOR COLUMNS 'C' OR V SEE TABLE FOR SPAN COL. 'E SEE TABLE FOR MAX SPAN FOR COL 'G' 7 1 /COLUMN 'E' COLUMN 'F' COLUMN 'G' ` / _ — SEE TABLE FOR MAIOMUM SPAN'FOR COLUMN i TYPE OF ANCNORM REQ'O (SEE AD-TO-0251, AD-TO-0252 AND AD-TD-0253) SEE NOTE I COLUMNS 'A', 'C, V OR 'E' ZONE 2 ZONE 3 EXP. 'C EXP. TI' EW. 'C' EXP. T1' 2 - 31501 ANCHORS 43'-0' 29'-6' 33'-9' 1 - 3150/ ANCHOR 21'-6' 14'-9' 15'-10' 11'-10' 1 - 40001 AHCIIOR 27'-3' NOTES- I. SEE AD-TO-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. MAXIMUM ALLOWABLE SPAN COLUMNS 'B' OR 'G' ZONE 2 ZONE 3 EV. 'C EV. TI' OF. 'C OF. V 43'-0 I9'-6' 33'-9' 23'-7' 21'-6' 14'-9' 16'-10' 11'-10' ID'-9' 21'-5' 15'-0' Dhn C. Doeden,-P.' 15133 C. R. 22 Goshen, IN 46526 OOI.UMN i ZONE 2 ZONE 3 W. 'C' OF. TI' EV. 'C' EV. 'D' 43,-0' 29'-6' 33'-9' 23'-7' 21'-6' 14'-9' 16'-10' 11'-10' 27-3' le-9' 21'-S' IV-0- APPROVED Bl(, m 1 ON fmft 5 MrJ1C1{A�KI! AINC i0011I ootAIOAnte1wam JACOBSEN HOMES P.O. Box 368 nee vconNioG AM DUN= AK Onca uT ORIQIIA) PROPRIETARY; AND aM0E 4UX MATIRIAU w "OMMANUFACTUiRM IC WCH MAMMU ARE ►ROMM To 1NC CRAW Br:. C.L.Y. DA'c' 5-31-95 REV. "� H ORAWG not COL T1E—DOWN APPL. SAFETY HARBOR, FLORIDA 34695 PHONE (B1J) 726-1138 REQFW ►M TAM RWM ANC WS1 r DRATANG NUMBER INEPT CQWWRu NO salt UAW OTPOM AO— —0250 6S ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. O ANGLE SHOWN. 35' AKU MARRIAGE LINE Of MULTI -MADE 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 ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORSr (3150# EA. ,� rr NOTES ``� V �C i/�G NSTf .�G9FOF2�'� D14PIA APPROVAL 1. ALL ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. Q• HD• O ; _ AF'r:::.. �'BD BYE,,,_ 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ HAVE A RESISTANCE TO WEATHER DETERIOR-ATION. ENE8703571A * s 1 5SHALL NIPFINC 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE�•� '• : OF EXTERNAL STRAPS OR CABLES. '. F�j' • • •.. • yC�� '"'AMC awava JACOBSEN HOMES msE sKanwatss AM DAAVAMM AM lmwi 6T C.L.Y. DATE' REV. LETIM* P.O. BOX 368 „ CF40MAL rwu w wln Am cOIaLD — MATOUAIS OF JA=%N MANUFACTMG W_ 9XH MATEFULS AK PAOaM TO DIE DRAMNG MILE- COL. TIE —DOWN APPL. SAFETY HARBOR. FLORIDA N4695 PHONE (613) 726-1138 MCKM NO 91= RF*= 00 MMSI K )VT CL MIM AND SE00 Fw7M 0110M ORAMNG NUMBER: AD-TO-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOWPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / WN. 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. NARRIACE LINE OF MULTI-W.DE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE Q 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPEcinCATION 03953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCH1uORnNI,... (3150#) ....1 No. AFo'F :1 ��s70NAl Ey��' BYE INC - rrM JACOBSEN HOMES "Od AM L"`""" TIT a"I" `� � IIESE 9PEaI1G11QKS AM puw�cs AM � C.L.Y. 5-25-95 ONNAL PIIMEWX AW CONE>DMX DRANWG TITLE P.O. BOX 368 MAWKS Cr a �ACSW COL PE -DOWN APPI. t+It: m YAMUS AK PRDVM TO 1K DRA SAFETY HARBOR. FLORIDA 3{695 KOW Fat 9�M PUIPM NO W K MIG NUMBER PHONE (813) 726-1138 ml emm uk qo Sa[I ffm aura AD-M-0252 70 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 1 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 AMON. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LME OF MULII-WIDE FLOOR VERTICAL TIE -DOWN TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING 1 1/4- WIDE & 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION. FOR STRAPPING. FLAT STEEL AND SEALS. ATTACHED TO A ANCHOR (4000#) . %IIIU,I,u.. PROVED BYE, —,1�_ m i5 1V1M INC. rtcurarwu�cnrl®�art wiale,ciaAIOW►TI{9,OiY� JACOBSEN HOMES Nonce -111 IL�w'>hl,�T._ VAIt �• �II� ncsc �EaruwTloRs AMoaArARcs AKC.LY. 5-25-95 MR(AL. PROP►tETAff. AM CWMTK DRAvmG 717M P.O. BOX 368 SO �� T COL TIE —DOWN APPL. SAFETY HARBOR. FLORIDA 34695 RQPDrt rat SKCrX MMS 00 mm m D IANNG NwBEk AD—TU-0253 PHONE (813) 726-1138 law ca�>o ra AID =V IRY ones 71 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION 1�CaU1W A - - COLUMN $' i SEE TABLE FOR IfA101UN SPAN FOR COLUMNS 'A' OR b' �COLU►N .C' COLWN b' SEE TA81E FOR NA)3M SPAN FOR COLUMNS 'C OR ' TABLE FOR SPAN COL TI'PE OF AN01ORI4C REOb (SEE AD-7D-WI. AD-M-OZ2 AND SEE NOT) COLUYfIS W. 'C', b' OR 'E' ZONEZ2 ZONE 3 EXP. 'C EV. b' EXP. V Dip. b' 2 - 3150/ ANCHORS 37-4' 25'-6' 211'-4' 1 - 3150/ AWHOR 18-6" W-10' 14'-r i - 41100/ ANCHOR 23-8' 16'-4' 1 -r NOTES: 1. SEE AD-7D-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. APPROVED eY VAX SPIN FOR COL. INC. FEo rAAnflFAcluREo Horne 11gcT1oNArq SArETY 5r.�tou?os MAR 0 3 1999 A /mum T+ CUM \ I SEE TABLE FOR fAXV" SPAN FOR COLUM i MAXIMUM ALWWABLE SPAN COLUMNS '8' OR 'C ZONE 2 ZONE 3 EXP. V M. b' OF. V 07. b' 37-4' 25W 2fi-4' 20'-4' 18'-6' 121-10 14'-r /0'-3' 23'-lr 1 16'-4' 1 18'-7' GQ'••v\STE ! ? �, No. 910334 = ♦r i �� : � ; STATE OF COLUMN IF ZONE 2 E7IP 'C' Dr. b' 2S-8' 16'-4' A APPRUVt 0 8 145U APPROVED BY INC., NdICR V / o MAIMf-ffl' oAlf REY. IETn fi RTORJACOBSEN HOMES ORMUL � AM - M.T. 2-9-99 — MATERIALS OF L 1 YANFACWK oRAww ;nnE: P.O. BOX 368 W- SX34 YAIEHAIS ARE FROMM TO 1K 184 WIDE COL. TIE —DOWN APPL. SAFELY HARBOR, FLORIDA 34695 REOPAW TOR 9tu1t ARM ADD um t PHONE (727) 726-1138 OUTtJaaluE1M no XW TROY a*= ORA4N4G Nlf11BER AD-iD-0254 72 EL QQiQ—Q1—Qd Mwo nsiu L3>fl3S oN ruraa►m uu B£lt-9ZL (m) 3NOHd :kmrlrw ONNYHO 30 M Otl SMU M" Mi IOM38 S69ti£ VCIUO'U *?JOGSVH A13AS V0/1 30U41 319NIS "cell OMrrua Jiro H3se W JD SWRMYR M MMYN OW &%MV lip3s 3SX SSWOH NgSgODVf -=31 'A3N 31Ya Jl8 wvw :3OLLO14 Sa3HL0 A8 03C1l M 3W S3JN30 woo-M ow Bx7m wmw �qhy ii7tlS b�• K.:.Y.9.' kpIQ7Wli�ii :':" • �\\11111 LLJ%%% ONI , ��''�a3 ,tirros�;,, m S -I NX •,,C� I �/ yg AS o3noa -•- .TLGECL8Z-N3 1110323t1038 TYNOIL D NOl 1000-01-(Y 33S 't 'sNoayxl woo -I TYAB TTY lY S311 3m18! TlY1SN1 T 3KY211/TY0l O 3lViddOMMY 3H1 NO 03Wf1038 9NDYdS WOO all MASYM 3H1 a330X3 ION S30a ( C / (0+8+Y) ) 9NOYdS 39YSMY 3H1 U Ml OS '"oyds woo-3a TYJI o OilY WIS 3H1 OMX3 AY►I SNMOa-31 TY7aD Z ='MROTIY 9NWYdS MOa-311 XY11 NYHI N3aK 9NKM ANY = 9NW3dO 39W1 'l so *imnm jo ON3 HOY3 MOM (jZ) ,0-,Z JD M10(Y11 Y a3 lgi 39 Ol S0038 80F W W SdYSiS moa-311 WX83A Odium T 310N 33S OSTY '(a omy 9NDYds MHOfYYI 801 -31YNniy 80/aw 1Y1030N- S319Yl 2OdS WMOa-M 33S) S1?MM %r%L?%W in C"UIC UHM-1111 'rillin A AWl11NI[• u1310N 33S L ,Yl 9WN3d0 39W1 � 8 y Z ION 33S INHINHOVId NAM -BIZ MY RIDNIS lVDIM MEMO ADDENDUM TYPICAL MULTI- WIDE TIE- DOWN PLACEMENT SEE NOTE 2 A B C 2{' LARGE OPENING 24' SEE NOTE 1 n n n COLUMN SUPPORT TIE -DOWN STRAPS REOURED AT MAN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' N MDIK IRILTi-WIDE FLOOR SHOWN SEPERATED FOR CLARITY L24 24' STANDARD VERTIGII TE-DO►M STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAMIM SPACING ALLOKD). ALSO SEE NOTE ISTANDARD VERTICAL TIE -DOWN STRAPS OR M DIOR BRACKETS TO BE INSTALLED MAXIMUM OF f-O' (24') FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ��' ALL ME --DOWN SHOWN IN STRAPS AS STHIS DETAIL ,,``r1"CrrDOF NOTES: FO.• /!j DANA APPROVAL 1, LARGE OPENING =ANY OPENING WIDER WIN MAX, ME-DOMH SPACING ALLOWED. jENE8703571 kano 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI , - OVED BY SO LONG As, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE ' o . 'TA O5 MAXIMUM TIE -DOWN SPACING REOMED ON THE APPROPRIATE VERTiCAI/FRAME F ( 10 TIE -DOWN SPACING TABLES (SEE OTTER DETAILS). '�F ''•�! (A ''•�a �.�� (1� IINSTALL FRAME TIES AT ALL OTICAI TIE -DOWN LOCATIONS. ''•,,'rS ,�,�r,�„�,,,m,o,� 4. SEE AD-M-0001 FOR ADDITIONAL REWIREMEN15 4 �0NA1. A„d(6aeaMrY►INJ T1E-oowH DEVICES ARE CERTlE0 BY OTHERS NOTICR DRAYN BY' JACOBSEN HOMES TMEsE sPEanuna+s MD ODUNs ARE C.L.Y. 6-1-95 Omamm- PROPICETAHY, AND WTIAL DRATdNG nm /� ®® P.O. BOX 368 MATERIAS OF UNUAC� TV. MULTI —WIDE T/D A SAFETY HARBOR, FLORIDA 34695 Rxopfm fat gm crams Apo am BE DRA" NUMBER PHONE (8I3) 726-IIM KPT MW=Itq NO SUET rRM ODM AD-TD-0310 74 SINGLE WIDE TIE -DOWN HTR ZONE I TIE -DOWNS MARRIAGE WALL OPENING TIE -DOWN (REQUIRED AT OPENINGS l ONLY. OPTIONAL AT SEE DETAIL - 'A' —� OTHER LOCATIONS.) FRAME TIE -DOWN SEE DETAIL - 'B' DOUBLE WIDE TIE -DOWN NOTE' C SECTION MARRIAGE WALL NOTE: SIMILAR TO I OPENING TIE -DOWN I A k e SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS MADE TIE -DOWN FRAME TIE -DOWN ONLY. OPTIONAL AT I SEE DETAIL - 'A' OTHER LOCATIONS.) ,r- SEE DETAIL - 'B' TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' STRAP BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) CAPACITY MINIMUM r ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSID BY TME IlE-DOWN STRAPPING p 15o LBS. MAAMUM FOR EACH TIE -DOWN STRAP CONNECTED). r DETAIL '8' 40' - 60, TYPICAL TIE -DOWN STRAP (1 1/4• X .DV MINIMUM 2ENK COATED STEEL STRAP, OR EQUAL WITH 315a* CAPACITY MINIMUM) X (,S= Q?ZS d uLT1MtiTF E-V A.0 04rjAcuT j PULL DOWN TIGHT TO —/ GROUND ANCHOR DETAIL 'A' TES: ETIa 1. SEE DETAIL 'B' PAGE 4 ROR MARRIAGE WALL T- a��TtiFtc �d DAAA APPROVAL OPENINGS GREATER THAN 49 INCHES. & UP TO 1- 6 UiSvT 4 •O o ® APPROVED 8Y 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 RDR s PAIf. at 2 ANCHOR AND TIE -DOWN PLACEMENT. 3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM PIER CONSTRUCTION. M STATE OF INC ®a®o��r�s •©RiC9� t� �naarc'"summ� NOTICE _omm BY. DATE REV. LETTER: JACOBSEN HOMES umsc sKcvtcAmtm MID DRAUNW ARE RR 10-31-95 ® MONAL. PROPRtETARY, MW MriOENIX DRATY,NG TInE f1ATTRIALS OF JAC08a 1619WACTMHO ®® P.O. 80X 368 Nt SJCH UAL ARE PRW= To W ZONE I TIE -DOWNS SAFETY HARBOR, FLORIDA 34695 MPOIT Fat sPF= R(sM M Fa1ST BE DRAMNG MUSER: PHONE (813) 726-1138 IVT a+�uo U NO SECtET FRO.t of M AD-Z1-0001 75 ZONE 1 TIE —DOWN SPACING CHART TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")* SECTION WIDTH I —BEAM SPACING SIDE OVERHANG MAX CENTER SPACING MAX END. SPACING 14' 166' 95' 0' 101— 10' ? 1- 0" • 14' 160' 95" 6' 10' - 3 r, 4' - 0" , 12' 95' 13' 8'- 4-'' V -0' 12' 82• 0' �_ �� .9-O" 12' 82' 13" , - " 2'- 601 12' 75' 0' 10'- s" . _ 041 12' 75" 13' 10' - S` 2'-0" TIE —DOWN SPACING (MAX. I —BEAM PIER HEIGHT 48")* SECTION WIDTH I —BEAM SPACING SIDE OVERHANG MAX CENTER SPACING MAX END SPACING 14' 166' 95" 0' 12' 95" 13' 6L 8" 12' 82" 0' so -0" 12' 82' 13' 12' 75" 0• 8- 8" V-O. 12' 75' 13' $, -off sl'p'• TTYPICAL I -BEAN TIE —DOWN MAIN FRAME I -BEAM LENO SPACING I CENTER SPACING I CENTER SPACING I CENTER SPACING I CENTER SPAONG I CENTER SPACING SPAONG S1t�Gl.i: WipES DOUBIieWIDES auI NOTES. DQ7` . DOCK'•.,. O 0 .•11FIC4 C41 T• TIE—OOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF �� (` r'•� THE EXTERIOR WALLS OF THE HOME. No. 0I54184 14. 2. THE ANGLE BETWEEN THE TIE-DOYM STRAP AND THE GROUND ` MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES ,A STATE OF `Q; HIGH, UNLESS OTHERWISE SPEanED. I IV ;ell •••.��R1O�. •\ 1� ..,�.SrEREo E�G�••• cla APPROVED BY INC JACOBSEN HOMES N°17CE --�` °A 10-31-95 `�" `L"`�` RESE sa'Eanunan NO aura+R � ww 00 Diu c oeAreHc nna 7� P.O. BOX 368 Nc SgK NAMMs ►>� PwAcm tO nc TlE-OONM SPACING SAFETY HARBOR. FLOMDA 34595 K PO4 M SKOK PMW AO WM K ORAWNG NUM80: PHONE (813) 726-1138 WT CNIMa L MD WOO (ICY 0rfM AD-ZI-0010 Z. 76 ZONE I TIE -DOWN PLACEMENT jTYPICAL I -BEAM TIE-ooWN MAIN FRAME I -BEAM - - NOTE #I� - MAIN FRAME I -BEAM END CENTER I SPANGNG I CENTER SP ACING GIGI I _ SPACING_ DO ISPAMI DOUBLE WIDE TIE -DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER ENO TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM SEE NOTE {1 SEE NOTE /1 MAIN FRAME 1-BEAM MAIN FRAME I -BEAM L1ASPACING + TR END SPACENTER gNC �JSPACING1GNG� WIDE TIE-DOW cl, ce ■ NOTES: ENONEfR,`QNOV�IL . DO v,I,�� DAPIA APPROVAL' I SEE DETAIL `:♦)�G��tIFJCgT.`y'•,,� 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF � APPROVED BY MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. � N0.0045*84ON p 7 'STATE OF � � • rtaauwata-+wmws _ 10�":'�,�fa�♦♦ co..,acRn�A+owttnatv�+mG NO71C "vaj rumawo - DATE REV. LETTER; JACOBSEN HOMES �sE SPEGIRIGJ.1m ANDORARNGS ARF RR 10-31-95 ORIGINAL PROPKTAR% AND MMU' Al DRARRNG TITLE: P.O. 80X 368 m HATERRALS OF .1AG MSEN LIAAJFA.CIMO INc WOO UMERCASS ARE MMM TO TIRE TIE —DOWN PLACEMENT SAFETY HARBOR, FLORIDA 34695 FEW" FOR SPE X PA 00 AND WV Ra ORATRNG NURIBER PHONE (813) 726-1138 Rant GI EMIM AND soon rp= OHM AD-Zi-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 aCV. FEB 0 1 MOO INC. JACOBSEN HOMES NOTlcm VOMOL KK> 1OADDORA"=AK U` 1MAnn Dr. �1.T UAR: 2_,-00NAXWU n Mv. ccuc n ORA tAWG nTLG \� P.O. sox 36s aA s OF A,c� WN MrRWC ZONE 1, INST. SAFETY HAR80R, FLORl0A 34693 AK ppo a W-a"►ro a ra lK Rcroff 1ta rm NRlatf ua WO K 1-1 ORAWC KAMM PHONE (727) 726-1138 ml Mro ml UD KOK. rm OHM - AD—Z1-0100 78 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT /DORMER I \ I TRIPLE WIDE OR QUAD WIDE I SECTION(S) bG 3 MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFTR ALSO TO SIDEWALI TIE-DOYMS MAXIMUM HSGHT} EXPOSURE 'C' 90' 56' EXPOSURE 'D' 39' 46. LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSDE BEAM THIS END. EXCEPT FOR ZONE 3 EXP. 'O' THEN 2 REQUIRED EA. HALF (IE GWiE EA. BEAM. ETC..) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MART UNIT. VERTICAL. TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE WADE CONNECnON REOIRRDJENTS. 24' MAXIMUM SPACING TO FIRST SIDWALL TIE FROM EACH END OF T14E UNIT (SAME AS TYP. DOUBLE WADE TIE -DOWN REQUIREMENTS). 2 LONOTUOINAL TIES REWIRED AT EACH HALF THIS ENO ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) `,`t,ttttlllllllll/i��JJ& NOTES: EN jtOV • • • • . �. DANA APPROVAL: p • * \S"�t E 9 • cF 1. ' '2 " APPROVED BY, ,�,.. I. FOR WAD SECTIONS. EACH 'DOUBLE SECTION' THE UNIT SHALL BE DESIGNED N0. GNED Q' � '• INDEPENDENT OF THE 0710 STRUCTURE (IL SHEARWALIS, TIE-DOWIrN RIDGE- EN 0357 BEAMS. COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) JUN15IM INC �� cZ' •.... A • • ' (3� �•� c�atR,nn�.,awmswcvlao JACOBSEN HOMES T77ESE sPEaF1GT1DNs NOTICE DRAWN BY: DATE REV. LETTER' DRArJNcs ALtE C.L.Y. 5-16-95 MGMt. PRWWART, AND MwW7X DRAWING TITLE MATERIALS OF JACOBSO4 MANUFAC1lfiNC P.O. BOX 368 W_ SUCH MAIENWS ARE PROM TO THE ADDENDUM —INT. UNITS SAFETY HARBOR. FLORIDA 34695 IKCPaF Fat SKCM nnr M ATD RM BE DRAWING NUMBER QUADADDI PHONE (813) 726-1138 torn ca wnk AND moo FROM orpm 79 ALT. ROOF ASSEMBLY FOR MULTI—WIDES CENTERLINE CONNECTION FOR QUAD UNITS IS THE SANE AS FOR THE MAIN UNIT (REFER TO SET-UP DETATLS� 30 CA. CALV, STEEL STRIP NSTAUiD OVER MATING LINE JOINT (SEE PLAN MEW BEL014 ROOF PERSI&M RAC OR RDGE BEAM CROSS-SECTION 30 GA. GALV. STEEL STRIP 8' X LENGTH OF ROOF SSECTIONS MAYBE OYERIAPPEO 2 WL) W/STNUM AS SHOW INSTALL ROW CAP PER SET- UP MAIL OVER CALK STRIP. (SEE H07E 1) 3/8' X 5' LAC SCREYIS 18 O.0 (20NES 2 t 3) STAGGERED L-- 30 CA. CALV. SM STRIP SECURED MATH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING 20 D.C. MAX. SPACING (TYP,) t1U11111111 NOTES ENGINE` pO •,, OAPIA APPROVAL �Q 1. 30 GA. GALV. STRIPS USED MAY BE WM DEFLECTORS ��O� �G% No. RFo �2''�% ED BY " REMOVED FROM ROOF Of DRUM CONDITION 14�5 (EXCEPT FOR STAPLE HOLES} _ ENE8703571 JUN 1 5 STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2 SHNCILS IN THE DORMER AREA OF THE MAIN UNIT MAY I(� j� BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER 2 E V THE UNITS WE BEEN ATTACHED TO PREVENT ANY % 0,�••, / '9 At,��: at�cllAMalan[ TRANSIT DAMAGE AND TO UNSURE THE SHINGLES LINE-UP '�i� ' ' YO(Ot� •• �t1 `�� awoWlTi{WOKf FROM ONE SECTION TO THE NEXT. ........... NOMCE: /rl1 1pi1 DAIS REV. LETTER: JACOBSEN HOMES TK5E SPEOFWAIM #A DUN= AK C.L.Y. 5-16-95 riTE-noraWAL PI1Ipq[TART. A11D solo mlm DRAWNG TIRE' P.o. sox 368 MATIRIALS of 090M UNUIFACW MC ALT. ROOF ASSEMBLY LING 9101 MAT0W AK �R vm To TIE SAFEPH� `801R3) FLORIDA26-138 PT CWa rA N � nW � oaAMNc NUMBER: WAOA002 80 jAqOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8