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HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MANUAL ADDENDUM ❑ter❑ JA OBSEN 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-01 /10 ALL HO.MES'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 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 HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND / DUCT SUPPLY OR RETURN OQUNG 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. DANA APPROVAL• 'PROVED BY "*� 41P.W 1 5 T993 ING, =AHD Mr; R9MRAm JACOBSEN HOMES NOTICE DRAriN BY: DATE: REV. UTTER THESE sPEO►IUTNINS AND ORAwNGS ARE C.L.Y. 5-30-95 ORIGINAL PROPRIETARY. AND CON/1DENTML DRAWDTG TITLE: MATERIALS OF JACOBSEN MANXACTLRWC P.O. BOX 368 Nc 9" MATERIALS ARE PRW= To THE EXTERIOR A/C DUCT SAFETY HARBOR. FLORIDA 34695 REOMT FOR SPEI7X ROWS AND WSi eE DRAMNG NUMBER PHONE (813) 726-1138 IVT MWIDDITK no SEOV RROII ones 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 REOUIREMENTS 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 CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIsCONTI"•IUE 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) PIA APPROVAL• APPROVED BY �alanlna rro r�vm rwallcs JACOBSEN HOMES NOTIM DRAM BY: DATE: ptv. LE��LN THE% snCIF1G1MS AND DRAW= AMC.L.Y. 5-28-95 comm. rROPIC[IARr. AND CD OW011uL DRAWING TIM B MATERIALS OF �ACOBSEN MANAAC1U M W.H. VENT. SYS. P.O. BOX 368 W_ M MAIERULS ARE PRW= 10 TIC SAFETY HARBOR. FLORIDA 34695 REao+t rm VWX P1RaM AND W51 K DRAWING NUMBER PHONE (M) 726-1138 PVTLC01#Mft uo SECRE "a Oran AD-AC-0100 00 3 ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING i,r •.Tlmr .= 0.131' X . . / � p,,,1. NAILS OR 7/16' X 16 GA. STAPLES PER TABLE: 0.016' X 1 1/2' MIN. STEEL STRAP ® 48' O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: FOR GAPS IN FLOOR TO 1/Y, INCREASE LAG LENGTH 1S NDSNE AND FOR GAPS TO 3/4% INCREASE (ALLD(POWRES) LAG LENGTH 1 1/2'. - •• ', � M­. Ln%P Pill ,iTALLED SEE CHART FOR MAXIMUM SPACING, STAGGERED FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 1 4' TO -3/4* GAP WOW SHIM AT ALL LAG LOCATIONS FOR LAG SCREW TO GO THROUGH AND TO KEEP CONNECT" TIGHT. (SEE NOTE 2) ww 2ONE EId'Cm 3/e X 3 1/r LAG son 30 M STRAP FASWC W/ 7/1e- X 1e CA SrAmn Im 2O1E pFO� M" "M OF FASIEI = REOUTAED 11131- X 1 1/t NAILS 7/16' X to GA SUIPLFS Mko" S IAM MA16t11Xr SPAGN 2 .� H' Q G. 2 1/4' art S 2 b' 1r aG 1 7/e O.C. b' 4 7 3 i If 06C. r aG 'C 4 7 3 is' mc. 1 1/2- aC. T)' 5 e NOTES* ENOW APPftO'/AL• O11PIA APFROVA1: 1. 1' mK PE?EIR ra a REOU a ON STAPLES FOR MK 0.016- STRAP. APPROVED BY ftft f" ' /7NpllNC. 2. wXX1 SHM 70 BE RSFfrD FR011 SPF p WK OR BEM3L (r X 4' X GAP NOTN WL SiE) OSB OR PLT1100D Revised may 24,2006 YAY E USED F THIG0455 EQUALS GAP r4Dhl-4- X C WL 51h� �Giin �i. L�OACi911, f? f'. 3. 1Oe' MAMM SIXIML 111M 4. SEE Ono W AAS FOR Sri1 W FLOORS FOR AIR WL1RAl10I1 ,K1 EngnMring, ;'TC FEDERAL MANUFACTURED MOVE CONSTRUCTION AND Su ETT STANDARDS JACOBSEN HOMES 070-0 P.a Box we ETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 xonm nm VM ►uw me DRAT/RCS PA owcaw. IMlDTWTAM AND mrFEINIM W10MU n �AO� MMrACn�SAF �11p � R�jyp NMI t ICI Ooi>oO(tAl IYO 9Q7RT FIEo1 pRl1LS a1Aw1 BY. M.T. oAl 05-22-06 c DRAUX TITLE 1�/VII FLOOR FASTENING oRAwNc MULIBER AD-FA-0001 4 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 NOTES: 1. FASTENING REQUIRED_ ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131- X 3 1/27 MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). MARRIAGE LINE s 23 o(, John C. Doeden, P.E. K2 Enoweering. Ina. APPROVED BY 000 'NrA Revised May 24,2006 INC. ROE AL MAMUFACTI M10 MOMS COMSTMUCIMIM AM SAFETY STAM Mos JACOBSEN HOMES >X 9iun� aAMM AK mu im M.T. °A� 05-22-06 Lum Inva garwc >anr: M/W WALL FASTENING P.O. eox 36a WAIN nia+ai C no ca PJMonm wiwrA a► aooastn rn.,.IeAAua B W. VA IIAM10 AK 1ao1@D � KlE NAWG NAM AD—FA-0010 SAFELY HARBOR, FLORDA 34695 OEM Rw see row Mo rsi E PHONE (613) 726— 138 1z" mfoom m sm not am= 5 .1 ADDENDUM MULTI -WIDE ROOF FASTENING CENTER LINE OR MATING LINE OF TRIPLE WIDE UNITS . 30 GA. GALV. STEEL STRIP I SECURED WITH 7/16' X 16 GA, STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING). 30 GA. GALV. STEEL STRIP 6' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GAL STRIP. I (30 GA, GALV, STRIPS USED MAY BE **LAG SCREW SET RACKS NAND DEFLECTORS REMOVED FROM FOR TRIPLE V TRIPLE- FOR DOUBLE TInOES� ROOF IN MNAL CONDITION, EXCEPT FOR STAPLE HOLES.) PLAN ME I 1 3/6' X 5' LAG SCREWS gal -AG SCREW SU BACKS TRIPLE WIDE ROOF UNE� _ (2 1/4' SMOOTH SHANK) FOR DOUBLE VADES AD -FA -Mai LAG SCREWS I SEE CHART ONAD-FA-Mai.� FOR TRIPLE 1MDES AT A 45' ANGLE MUM _ FOR MAXISPACING STAGGERED 2 1 4 r23 4 �" 1 4' TO 3 4' GAP ROOF PERIMETER RAIL OR MOM BEAM (FOR RIDGE BEAMS SEE NOTE 14) CROSS-SECTION INSTALL WOOD SHIM AT ALL LAG TO FOR GAPS LIE ROOF SYSTEMS INCREASE NNCREE ASE 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS lO 3/4', 1 INCREASE LAG LENGTH THROUGHTHROUGHAND TO KEEP CONNECTION OR NDS01 LAG LENGTH 1 1/2'. 11GH1: (SEE NOTE 2) REF CALC. PG. (ALLE ZONES)POSURECROSS-SECTION (W/GAP) C WA- 91.01- 91.07 (ALLNOTES: DIGINW APPROVAL: DAP1A APPROVAL: L 2 1/1' MET. F'aCrA110N ND) REa MIC NOW S itaFliED FOR LAG SCRM 2. NOW SM 10 K FROM SPF A UK CA KTWL APPROVED BY (3'XCIWPW81HYK312E) G® OR FLYMOOD MAY BE USED F DIMESS EQUALS WP 110DF4 X 6' ML S &) Revised l SEE OM DETAIS FOR MMUI G ROOF NIEBEC110FL S : IN May 24,2006 4, *fX NST&W A LAG MUMUNM A ROM OFAK FW-M A 3/r IlE*. XE john C. L)06 �Q,n, P L. 7P1INC. HOLE DROM M FIRS ROM 8FAK SEOOIID-DRLL A 1/4' HOLE N UGH 11E K2 Engineers Rq, InC FEOERAL MANUFACTURED NOME RECOMNO RIOM REAM FOR IK DStF4= POR11C11 DF LAG SCFr D£SE OYS ARE CONSTRUCTION ANO SAFETY STAROARDS FCR 3/w Lm Sam" owy. S l0r YANIM 97ElIlAE1 MGM JACOBSEN HOMES „K DNA"" er. M.T. oA� 05-22-06R191 ago'". fftn MY, AM 0WIFEM M DRABNG 111 E P.O. Box 368 1A1 VU W ucaM K"FACRMO M%WI ROOF FASTENING \I y� HARBOR, FLORIDA 3{6aS K Fm gum Nw' UMMS AM gs NNo 1 AM ai ESE C DAmc KamER PHONE (613) .728-1138 i Far cwmnu No mar m= ormm AD-FA-0020 6 METAL ;ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIE 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MIN. Y OVERLAP AT SEAM) SECURED WITH 0 X 7/16- HEAD. X Y FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB T+ITHIN END ZONE) 1 1 1 ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBS 1 OR CLOSURE STRIP RUNNING 1 ENTIRE LENGTH OF ROOF 1 1 1 1 1 Ref: EX-13-0051 AD-FA-0020 NDS01 (ALL ZONES) (ALL EXPOSURES) CENTER OR MATING LINE I I I B X 7/16' HEAD X Y j SULLY THREADED SCREW I (NO MORE THAN 12` O.C.) I � I o �I C) 1 ui 1 1 B m m 1 � ir 1 v 1 1 1 METAL ROOF PANELS STOP APP. 3' FROM CENTER LINE and 'N— M GA. GALV. STEEL STRIP r X LENGTH OF ROOF (SEE AD-FA-0020) SECURED W11H 7/16• X 16 GA. STAPLES FULL PENETRATION INTO DECXING (SEE CHART ON AD-FA-0001 MAX. SPACING) SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS E STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCREWS). �py�,p� ���, a,.- r.• am g, Inc APPROVED BY INPSep 10,2008 INC: FEDERAL MANUFACTURED HOME CONSTRUMON AND SAFETY STANDARDS EMMUM Il1 oJACOBSEN HOMES D.M.T. 08-25-08 7F� �ECStdlT106 A1D CRA�ICS AQEMWACnXuw T METAL ROOF RIDGE CAP - P.a BOX 365 mm so MAIH�IIS AK l� = A m M 1 13 an momwF an AD-FA-0021 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING \ SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE DAPIA PROVED BY 11HINC r ro s+�rn STMGM[0 NOTICE DRAWN BY: DATE: REV. LETTiR: JACOBSEN HOMES THESE SPEOMTI NS AND DRAWNCS ARE C.L.Y. 6-5-95 MaNAL PRCPRI MY. AND CONEIDEHUX DRAWING dACa1ITLE f��W ROOF SEALING P.O. BOX 368 YATERMLS OF M YAWACTIMIG „ POM TO THE SAFETY HARBOR, FLORIDA 34695 RED FOR SKcrlC RVATEJKSai MES MD UM K DRAWING NUMBER PHONE (813) 726-1138 IEPT COKOf M NO SEM TRW OTTERS AD—FA-0025 8 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 0 6" . STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES - HIGH SIDE 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) DAPIA APPROVAL: �� U.J. NOTES: AP ROVED BY 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION JUN I 5 W5 (EXCEPT FOR STAPLE HOLES). INC, awasµLTTswovio0 NOTLCE: DRAW BY: CA Y• DATE: 6-5-95 REV. LETTER: JACOBSEN HOMES msEsPEancAl=sAND DRAKRMARE MONAL. PROPRIETARY. AW coNimmK MATMALS OF JAcomm YARSACTIl C DRAVMG 71 M/W ROOF SEALING „ P.O. BOX 368 SAFETY HARBOR. W. am YATERA S ARE. PRONGED TO M � DRANWG NUMBER AD—FA-0026 PHONES (813) 726i11384695 PUT CifoWIIAL� oOM SHIPPED LOOSE HEARTH EXTENSIONS TYPICAL WALL HEARTH. iN.STATa.t,Trnra• I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2. INSPECT 'THE MEAL FLASHING N THE HEARTH AREA TO INSURE THAT IT HAS BEEN INSTALEED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARIH). 1 LOCATE THE HEARTH D IENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING THESE STEPS A CAREFIA.LY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSEMBLY. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 JB Y 2' WOOD SCREWS tti FLL THE AREA BETWEEN THE FACE OF THE FREPLACE AND THE HEARTH DMSON VAIN A NON-COMBUSTABLE CAUL1fWG OR MORTAR D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND v 1G WOOD TRIM 11 L� TYP. HEARTH (MAY BE SHIPPED LOOSE) FACTORY INSTALLED FLASHING 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) JACOBSEN HOMES NOTICE: saEmluTloxs AND oRATXNa ARE aaaHA1. Paa�IeETARr, AHo COH110OiTWL mP.O. BOX 368 YAIE t Gf .IACOBSEH YAHUFACTLROiG SAFETY HARBOR, FLORIDA 34695 �'' YAMtL#LS AM PROMOBD TO THE PHONE 81J I.ORID 38 I>t�MT PoR 9M PIAPOQS AND MIST BE IVT COIfMR& NO SECRET M OEM APPROVED BY .JW 2 g IN14� RIfftW"AMM INC Osms+cra ao S+um sTaov�1 BY.. C.L.Y. I DATE: 6-16-95 1ITLE, SHIP —LOOSE HEARTH i NUYBER AD-FP-0001 in 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 t;EV. B�IR t 5 20 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFEIY STANDARUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 11 TRUSS SHEATHING APPROVED BY INP]INC. FEDERAI MIWUfiAC1URED HOME CDNSTRUCTDN AHD SAFETY STANDARDS DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS i FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL `I I MARRIAGE WALL 3/8' MIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SiEARWALLS (APPLICABLE TO ALL SHEARWALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (18' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING NOTES: 1. 3/8' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS Wf1H 7/16' X 1 1/2' % Is CA. MIN. STAPLES 1 1/4' O.G AT PANEL EOCES AND 3' O.C. Al ALL FRAMING MEMBERS. (NO GLUE REQUIRED) \ \ \\ \\ \ \\\ \ 3/8' SHEATHING TO BE INSTALLED ON -SITE. K2 JACOBSEN HOMES NOTICE: TNESE sPECIT1unoNs AND oRAwwcs ARE ORIGINAL PROPRIETARY, AND CCWWNRAL „ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURINC SAFETY HARBOR, FLORIOA 34695 INC. SICH MATERIALS ARE PRONOED TO THE 813 728-1138 RE�[Al FCR �� PLUMS NO MUST BE PHONE ( ) NEPT cownDEN11AL AND SF.W TRON OIHERS. VANOZONE III (110 MPH) ALL EXPOSURES DAPIA APPROVED BY �:eMAT I ENIP INC. I, FEDERAL MANUFACTURED HOME CONSTRUCTDN AND SAFETY STANDARDS Y. R.R. DATE 4-27-98 REV.IET}ER: TITLE: TRUSS SHEATHING `- NUMBER: AD—HR-0001 12 HINGED ROOF DETAIL 09MM OF TRAVEL m RAM NOS RM 9fPm P mm TO SET-UP POW" 15 APPROX 221/r. L" Ma NOW nu SISR] lmy " fECIPWa1 DEVKES NO W RE VA 12 FEET APART. IaCAX lFM PWS WrM X* OF 00 W ROW SECDQK A110 AM 1FMG WWH+ 2 FEET OF A SF= N H RN RAIL HINGED ROOF IN SHIPPING POSITION • SECURE HNGED IN PDS110 ROE 8EA OR 2 K 6 SPF IP MOM W POST TOP IW. Wm13-1101rWOoOSCREW OR 3-#8Kr WOOD stoma HINGED ROOF IN SET—UP POSITION REF. CALL. PG. C-RF- 223.0 - 223.6 NDSOt NOTES: ENfi M APPROVAL DATA APPROVAL: rC APPROVED BY 1. BUM RAM ROOF SECIN N 11E WISED P09= WFORE SIRIGNG H➢IfFD KNG Pam Km Pam Revised b (7 sus 06 , 2006 .John C. Dooden, Rk. AiNC. 1Cl Entering, Inc: FFDFRAI YANIFA .TINED NDrF CONSTRUCTION AND SAFETY S7ANDARDS DRAM BY. DAIS RV. lEiiER JACOBSEN HOMES UN Me omma me O.A. 06-02-06 ws NO ,was0° a��cODfu� oRArf��c >tat HINGED ROOF DETAIL P.O. BOX See W. mm umm w PON= Io TIE SAFETY HARBOR FLORIDA 3"95 fErmi IER 4R11G fi1M0U3 N@ wW K DRAWNO KUWEft PHOW (813) 726-1138 wv cmmorm M 9W F;= OPM AD-H R-0002 1'% HINGED ROOF DETAIL UNDERLAYMENT TO BE GWED 3' INN. ON BOTi1 SECTIONS OF HINGE ROOF. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERlAVMENT AND - AND A MIN. 4 1/2' WIOTH OF ROOFING CEMENT TO TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION. (THIS IS TO BE DONE BEFORE RAISING WINGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X s X B' BLOCK BEHIND 2 X 6 - OVERHANG FASCIA BOARDS AND SECURE WITH 3-#B X 3' WOOD SCREWS EACH SIDE OF W. APPROVED BY Revised N1 NC. Nov 30,2006 FEDERAL WWUFAMRID ROME C MSTRUCFION AND SAFETY SFANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS 0 NOTES: 1. BRACE RAISED RDOF SECTION N TIE RM P09DW BEFORE SWUNG HINGED KIND POSTS INTO POSITION. W NOZONE 11 (110 MPH) ALL EXPOSURES . 11 /ZSlob � John C. DoOdM P-b. K2 End JACOBSEN HOMES xorcE. ORAWM or DATE. REV. LETTER: > � s�EaFraum me DRAFA= AM D.T. 10-02-06 CAIfiRAI, pRaFwEwtr. AND OWMI AL DRAINING TI1LE q P.a BOX 368 I�►w s co 3 UNWACAFRNc HINGED ROOF DETAIL SAFETY SAFETY HARBOR. FLORIOA 34693 dC WCH RAIDMS ARE FROM M iD 7WE PHONE (613) 726-1138 KO FOR 9M RW� � KW K DRAWM )&a—R O wam"L NO 9oM Flow mmm AD—HR-0003 14 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15# FELT TO ROOF PEAK ONE—PIECE SHINGLE UNDERLAYMENT .................. 2' MIN. OVERLAP (T yP.) . 6' MIN. TAR AS SHOWN ....................................... .(APPLIED ON SITE) z I 1-111— TEw . E NO3S ... . 1 I .......... .. z .... n 37 MR .... '—� SEE DETAIL 'A' !"Al 1 1 I 1 • I 1 I 0 U N cr- x SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE NTH-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 INSTALLING THE 151 FELT AND SHINGLES. DETAIL A t= c c c NOTES: 1. CEMENTING OF 151 FELT 1S NOT REQUIRED IN ANY AREA EXCEPT WHERE VOTED. 2 FASTENING OF 15/ FELT IS NOT REWIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) - 3. DMD THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD—HR—OOD1 (WITH SPECIFIC END PANEL LAYOUT). AD—HR-000Z AD—HR-0003, AND AD—HR-0004. NOW& JACOBSEN HOMES � T� in PAID W5 OF dACMW MMIFACIUM P.O. BOX 3" Nc 91a1 YAlEi M AK PRONGED 101E SAFETY HARBOR, FLORIDA34695 � � m PHONE (813) 72626-111138 WINDZONE III (110 MPH) ALL EXPOSURES PROVED BY SEP 12 20 INC. AL MANUFACTURED HOME IRLIVION AND SAI£TY STANDARDS M.T. ' ­ 9-20-03 SHWGLE AND UMERLAYIIENT AD—HR-0005 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) NDSOI NOTE L SEE AD-14R-0007 FOR INSTALLA noN OF UNDERLAY►ENT AND SHINGLES. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. REF. CALLS, CRC - 167.01 - 167.02 John C. Dos,ior1, F.E. ERWmorjrip, Inc. GFQ9 JACOBSEN HOMES None TlT. svrosT 411-Is ANo ORanews Nit oleoN� sRDple[rur. ANa rnNFponu� w P.O. Box 368 NATO M3 a +►aesE>t MANL�ACTURM SAFETY HARBORS FLORIOA 34695' IN. Sua NATiAECS. pRDtigy 1D THE PHONE (727) 726-1138 awn ra ��s rulo MST K NDr En�LDFINI AMD S[WT Fiaol Of"m ALL VANDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L APPROVED BY Revised IN Jun 09,2006 7AilNC. FEDERAL K"RIFAC7FURED NOtlE CONSTRUCTION AND SAFETY STANDARDS a. 1 06-06-06 _ _... INSTALLATION DETAILS A AD-HR-00006 16 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED / PER MANUFACTURERS INSTALLATION INSTRUCTIONS. TOP COURSES) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION INSTALL FIRST LACER OF ISj FELT INSTALL TOP LAYER OF IS/ FELT IN ROOF NTH A 6' MIN. WIDTH OF TO ROOF WITH A 6' MIN. WIDTH OF TO ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EIOSTING ROOF ONO/OR EIOSTWG FELT AS SHOWN. FELT ASS S SHOWN. NOTES:- SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION APPROVAL APAROVED BY AUG 0 1 04 INC. DHOME TY sTANDm NOTICE '" "'". " M.T. - _ 7-28-04 JACOBSEN HOMES TKg fo=TM AM WAMM AK oFbmo ptGPIOEtARY. AND CQWWIIAL DRAWNG TITLE: min YAhiEALS Or 4MUSEN YAMIFACAM iG SJNG E/UNDERLAYMENT INSTALLATION P.O. BOX 368 we 9"YElot9 AwTO E „SAfTAR( 7FLORIDA�95 °1Ti �AWRC RuueER.P�E2)7-11381rwTiL me g�oKK AD-HR-0007 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT FASTEN TO FLOOR FRAWNG — W3W W/ STAPLE OR NAL BANDING STRAP "hWI PEO' AROUND PIPE AND FASTENED TO FLOOR FRAWNG. WE OF NOT LESS IHAN 1/4' PER FOOT MUST BE NANTAINED TOWARD THE OUTLET: Td X VS GRADE CAN NOT BE ACHIEVED, NOT LESS T11AN 1/8' DOT MAY BE USED WHEN A FUII SIZE CLEANOUT S INSTALLED AT THE UPPER END. lnw MICR YRWR rmb 1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES KgVro r�;��,„,�,� RN �IaurwT1♦, P.O. Box 368 YAMULS a .15D��SDi �wu•ACIURNC SAFETY HARBOR, FLORIDA 34695 M WM VA14 .S � <Ro�Cm TO 11t PHONE 813726-1138 'r~ "R V= PJWM NO W= BE R.R. I "' 7-17-97 '"Elm PLUMBING SUPPORT AD—PL-000I 18 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 4 1— VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE FOR ROOF DECKING DETAILS FOR ATTACHMENT OF PITCHED SEE AD-PR-7004. RAFTER TO TRIPLE WIDE SEE '' ` ` ` FOR ROOFING DETAILS SEE AD-PR-7002 _ SEE AD-PR-7008 SHIP THIS SEC. LOOSE � —� (SITE INSTALLED) � — — — — — — — — — — — — — — — — FOR OVERHANGS SEE AD-PR-7003. FACT `CENT ERR SECTION)FTERS 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 TYPI AL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF JTE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: I DANA APPROVAL' APPROVED BY Revised IN[plNC. Oct 25,2007 FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTIC4 THESE SPECIFTCA➢DNSAMOWINSARE ORIGINAL, PROPMETIUM AND CMNFIOENTIAL MC. SUCHS OF GALS SENAM MANUFWVIDACTO 7HE T FOUR "=iC AND WSr ff KEPT COHFMTK AID SECRET FROM OTHDtS DRAWN BY: O.A. DATE: 10-24-07 REY. LETTER: DRAWING TITLE: ON SITE PITCHED ROOF DETAILS DRAWING NUMBER: AD-PR-7001 ROOF • TO, ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN, ROOF WITH 7/16' X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16' X 1 1/2' (12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' D.C. MAX. TO EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE j�1 11' MIN. SITE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO ALIGN WITH IL / RAFTER BELOW. FACTORT INSTA ;ED A0011— SEE NOTE /2 18' MIN, BE RIDGE BEAMS EE NOTE J4) k iDECKING Wl CROSS-SECTION REF. PG. RC-07-0044 FACTORY, INSTALLED RAFTER (CENTER SECTION) 1NNDZONE' II ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. NDS01 REF, CALLS, C-FS3 - 88.01 NOTES: EMC*W APPROVAL- OAPIA APPROVAL: I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH 2-/10 X 4 1/2' SCREWS AT EACH, RAFTER END. SITE APPROVED BY INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION YIN.) w00009,2006 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH INC.X 4 1/2' SCREAMS 9' QC. MAX SPACING. b Q� n 31 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. John C. 09L' en P.a. con u cnomA D I I V E K2 Engkmer ft.. Ina `"" 1C1ON •M0 a.cE,r srAMoiuos manemowt. \� JACOBSEN HOMES P.O. Box sae SAFITY HARBOR. FLORIDA U695 PHONE (727) 726-1138 ?40= : DUESPEa:'ARMAMCRAU tNK ppwarm.. no earaccam we MSIu> aemm �u" of now Pat rm Rwm we am [ M epol xw $4 wort 90d owa DRAW BY. O.A. OATf: 06-02-06 14Y. liT1E1t /� A DMWM TIM ROOF TO ROOF ATTACHMENT MA" µ mKft AD-PR-7002 21 RAFTER TOP CHORD ALT. CONSTR. RAFTERS 2 X 6 OUTLOOKER 19' O.C. MAX BETWEEN OUTLOOKERS 1p•Cc aC 19�OC 2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. 16' O.C. 0 M4 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT 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- NAILS FASTENING FASCIA INTO END OF NAILING BLOCK SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD -MULVff TRUSSES FASTENED TOGETHER W/MIN..131' X 3' NAILS OR MIN. 7/16- X 2 1/2 X 15 GA. STAPLES IV O.C. MAXIMUM INTO TOP & BOTTOM CHORDS ONLY. `— 2 X 6 OVERHANG FASCIA 2 X 6 FASCIA FASTENED TO OUTLOOKER J W/IiIIL (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) 7RUS OF u � MED W EACH LOCACA10 (TYPICAL AT ALL CENTER BRACES) IN THE ENDZONE PER FASiM GNARL SINGLE 1RUSS ONLY REO'D QMDE OF 3 FT. AREA ., ....SS NAY w PUKED ON EIM SIDE NDSOI NOTES: 1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD-PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: QUmw- PENE1RAMK J31 PD NAIL 5 1 I/f 15 GA. STAPLE 8 1' P SCREW 2 1' (INCL 11P) OUROOKER FASTENERS MAY BE IMAM VaNuLvnt 7T1 FROM TOP GIORD DON F pamim ALL EXPOSURES IS MWAINED. (110 MPH) 20 PSF ROOF 10 PSF D.L. C-RC-197.01-197.02 177 1 08_"�> John C. Doeden, 'RL. K2 EngHni e-11n9i Inc. APPROVED BY INFeb 05,2008 INC. FEDENAL WWUFACfURED HOPE CONSTRUG110N AND SAFETY STANOAADS JACOBSEN HOMES P.O. Box ass SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 iJ0T Aw TIESE SPECf1G11101JS A1� DRA1rriGS ARE ate. Tyr M M"� OF �""�A CTIMM wt 9101 YATfR'NLS ARE PROti10ED w 11IE REDPW mR 94M PAP= AD V= ME IVT emmumw AID mm TROY Dnm DRAWN �' O.A. DATE 1-29-08• ItE11 LETTER DRAwn IRE END ZONE RAFTER OVERHANG ASSEMBLY � DRAWING NUMBER: AD-PR-7003 22 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER. — TRIPLE WIDE CENTER SECTION PEAK \ SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED TRUSS SECTON & REMAINDER OF /— BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES 'SEE OTHER DETAILS TO SECURE SITE INSTALLED PITCHED TRUSSES MIN. WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) TRIPLE WOE MARRIAGE LINE MANUF. INSTALLED DECKING TO HERE VANOZONE RI ALL EXPOSURES (110 MPH) 20 PSF ROOF' 10 PSF D.L NOTES: DMEER APPR VAL DMA APPROVAL• 1. 1/r MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 W Revised SPAN RATED) DECKING (EQUAL OR BETTER). John r, 0co) �::, i'•.: Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE }(2�fl�,:T6•vil�I�, IAI�. SAME DECKING PATTERN. FEDERAL rANUFACf11RED xorE 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1./2- X 15 CONSTRUCTION AND SAFETY STANDARDS GA. STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES uNANfI tlT: O.A. 'AIE '�' `�' mm s�EaNOMM m me WAN= ANe 10-24-07 P.O. BOX 366 %mmw%. rim "mum. am "mmmum MAIMNS QF VZMS l WM�ACR/iti0 DRAVIC 1111E: PITCHED A se 20 M1k7M W FrR MFD l0 0E ON' SITE ROOF DECKING INST. SAFETY HARBOR, FLORIDA 3�595 PHONE (727) 726-1139 mI1 FOB gEDttC fUV06l5 AIO MIS1 IE "f CMFMDM AID Sm f110101hm DR or mmm AD-PR-7004 23 TYP. 50 SO. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TYP. 100 SQ. 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 NOTES: SITE INSTALLED CENTER SECTION OF ROOF DAPIA PPROVED BY wr,Revised pcct' 25,2007 II V�. DERAIL MANUFACTURED HOME INSTRUCTION AND SAFETY STANDARDS OC7❑ ❑■ JACOBSEN HOMES P.Q. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726—Tt38 NOTICE: � sPEcsTCAnoNs AND oRAWNI.i ARE W+µ M WMLIAK14 AM UUNN UtNUAL MATERI S OF JACOBSEN MANUFACTURING INC SUCHMATERIALSAM PROVIDED TO REC I NT FOR SPEOM ROM AND YJST BE KEPT CONHDEMM ARD SECRET FROM OTIM DRAWN BY: O.A. DATE: 10-24-07 REV, LETTER: DRAWING TITLE: SITE INSTALLED PITCHED ROOF VENTS ❑„ ❑❑❑ DRAWING NUMBER: AD-PR-7005 24 3 ROOF VENTING MARRIAGE WALLS T1?. 100 SQ K CUTOUTS FOR i •r VENTAATS, OF ROOF SECTION c-r r_ (SEE ouxT FOR K.OMMENTS) 100 SO. IN. CUTOUT VENT HOLES. REQUIRED IN FLAT ROOF SECTION (1607 x.SECTION LENGTH: CUTOUT HOLES: 0 TO 15 -6- 1 15'-6' TO 31'-r 2 31'-.T TO 467-10" 3 46'-10' TO 6 -6' 4 62'-6 TO -0 5 t—r 1.1 f_ I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I MARRIAGE WALLS / LOW VENT LOW VENT •so SO. IN, VENTS REOUIRED 1RGH VENT IN SITE INSTALLED TRUSS SECTION z i .r = — — — — — — — — — — — — r— `CENTER LINE OF CENTER SECTION ImI = SLCUM t0c t am vom Lou *a ID 31'-r ■w 1Q( 31- 10 4r-lir 1 I" 45'-W A -i I 1 EA M 6 TO 61r- 3 t TA SK -N AWAM A o1001A116 KN1$ •—r A—) =J ` TTP. 50 SO. RN. ROOF VENTS LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. �1 DAPU1 APPROVAL: PROVED BY I" �lJUN10 INC* AL MANUFACTURED HOME R1 IGN AND SAFETY STANDARDS JACOBSEN HOMES N06 NO °�""" �' DATE REV. LETTER. T►[sE svtrnuT1011s A10 oRA1■ws ARE R.R. 01-22-04 O WN& iR MIART. AND C01iKUVJl DRAWING'TITLE T- P.O. BOX 36e MAIM"`S °F JVZ0°""u ACTURM ROOF VENTING 11C 9" YAH1mms AK PRDWKD To K SAFETY HARBOR. FLORIDA 34695 H[T7'OHT FOR 9'= R6 M AM rM K DRAwK NUmBE& PHONE (727) 726-1138 KEPT 1p11MIA1 AID 5=1 TTlor OWK AD—PR-70M OF EXTEN SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT (SEE DETAIL 'A') VLN I LAI (OR SOLAR SITE INSTALLED VENT CAP 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 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) LTYP. CONNECTION TO VENT FAN. SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3' ABOVE ROOF) (SEE DETAIL 'B') FACTORY INSTALLED FLAT CENTER SECTION :XHAUST DUCT SPLIT AND FASTENED TO ROOF PECKING OR BACKER NTH MIN. 4— BD NAILS V LIEU OF FASTENING ►UCT TO VENT CAP. SITE INSTALLED FLEX DUCT SHEET METAL SCREW FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' 1NTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE -RUN THROUGH EITHER A SOUARE OR ROUND HOLE CUT IN ROOF DECKING. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE. S. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) <K,,,— VENT PIPE (r (SITE INSTALLED) COUPLER 0,0�(SITE INSTALLED) VENT PIPE OA-(FACTORY INSTALLED) DETAIL ' B' DAM APPROVAL APPOOVED BY INC. FEDERAL ANUFACTURED HOME rnNSTRII T10N AND SAFETY STANDARDS NOTICE DRAWN BY: DATE REV. LETTER: J AC O B S E N HOMES THESE SPEDMTgNS AND ORAWNGS ARE R.R. Ol - 23- 04 ORIGINAL PROMCIARW. AND COMTDEMAAL DRAWING TITLE: _ „ P.O. BOX 368 MATER14S a M MANWACAPRING PITCHED ROOF EXTENDED VENTS DEA W_ SUCH W1TEidALS ARE PROVIDED TD THE SAFETY HARBOR. FLORIDA 34695 RECFW TOR SPECIE HAWM AID NMI K DRAWING NUMBER: PHONE (727) 726-1138 IVT W DE111114 MD SEOKT TWO! OTHERS AD-PR-7007 26 SITE INSTALLED SHINGLE AND UNDERLAYMENT FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN. OVERLAP AND A. MIN. 6' VIDTH OF ROOF CEMENT. 150 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED VATH A 6' WIDIN AROUND AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE'UNDERLAYMENT AND THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF. I FIELD INSTALM ROOF SHEATHING (TYP.) 1 6' WIDTH OF ROOF CEMENT WHEN w I f 11 i OPTIONAL 15/ FELT IS INSTALLED. OPUONAL LAYER OF 151 FELT Y LS ONE-PIECE SHMQE UNDERLAYMENT ROOF SHF:ARK (TYP.) THIS Row OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER LAP OF 6" MINIMUM. FASTENING DETAIL. VANOZONE III (110 MPH) ALL EXPOSURES NOTES: MCFEER APPROVAL- DAPIA APPROVAL 1. CEMENTING OF OPTIONAL 15j FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED Oct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) .!7MMUFACTUREDINC. ,�oh;1 ✓ dw,V 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ F_ng:.rjc-c; Tt'Ig, in HOME ONLY VAiEN SPECIFIC APPUCATIONS ARE NOT COVERED. I NSTRUCfgN AND SAFETY STANDARDS JACOBSEN HOMES � DRAW BY O.A." 10-24-07 FD `EM: P.O. BOX usIIAMONS MIS Aso MANO AN 0MONA. PRDPRETARX AND a FY,t11W OF 4 COM UNWACIURNI: f 1 DRAWM ATIE: SITE INSTALLED Rlt S" NATFAIAS ARE MINED TO 1HE AND UNDERLAYMENTH SAFETY HAR80R FLORIDA 31695 _ PHONE (813) 726-1138 AEdW FM SPIM PIIsf' W AD lust BE IFPT 02601)1IUL AND SECIV FUN DTIFAS ORAVING NUMBER: AD—PR-7008 27 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE .105" X 1" MINIMUM ROOFING NAILS ROOF FLASHING. OR .113- X 1- MINIMUM NAILS MAY BE USED IN LIEU OF STAPLES FOR OPTIONAL SHINGLES MAY BE APPLIED TO FASTENING FLASHING 70 ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA WITH ROOF— ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF I SOLAR TUBE DOME. MATH NAILER FLANGE. SECURED TO ROOF. ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. WITH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED MATH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. DAPIA APPROVAL NOTES: APPROVED BY 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1' X 16 GA. STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). FEDEI ALMANUFACTURED HOME coflS RUCT ION AND SAFETY STANDARDS NOTICE ORA" BY. M.T. DALE: 02-04-04 REV. LEITER: JACOBSEN HOMES KSE sKanCAiIOe me D"WIM S ARE aoGko- PRWKTMT. " COrrT NIM MAT[IOALS OF .IAtoe" MMAIFACTURNG DRAIINC TITLE: TV. FLASHING INSTALLATION „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 W- SXH Iu1ERULS ARE PROvOETI TO X PUIP liopOrt FOR9EOIIC M 00 W6T 6E arl wrMIM AIO SECRET FROM OTn DRAINING NUYBER AD-PR-M PHONE (813) 726-1138 28 ADDENDUM GENERAL NOTES / TIE-DOOVS NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. I VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-DOYNIS *EN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMB114ED LOADING. W4/E4 ANCHORS ARE NOT INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTALLLE`D IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SLPPL'ED BY OTHERS). S VERTICAL BE STRAPS MAY BE SUPPLIED,BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE STRAPS, IN EITHER CASE All ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS 6. ALL GROUND ANCHORS AND FRAME TIESISHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUC110NS. 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 STIR. 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND,A MAXIMUM SIDEWALL HEIGHT OF 8'4 (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEW'ALL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED !ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER 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 TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION MID TYPE OF SOIL IN WHICH 111E ANCHOR IS TO BE INSTALLED' 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITHITESTING 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 PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE 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 BLOCKIING REQUIREMENTS. ALL ,BLOCK:NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES O S. 1' 1� ENGINEER A ...... If// ' YI UAA AYYKUYIIL: c' E-9 .t2 ROVED BY /dA, THESE NOTES AND DETAILS ARE APPLICABLE Z Q' No. 0 % - FOR WIND ZONE II AND/OR WIND ZONE III. THEY ENE8703571 .11N 1' ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� AND EXPOSURE V. SEE APPROPRIATE TABLES ' ��,, INC FOR SPECIFIC INFORMATION ON EACH. •, TATZ :,- p�., 6/9 �, ' k. AlosArETTSTAIano� JACOBSEN HOMES NOTICE //�////� THESE SPECNIGIMS AND DRAWNNS ARE �nnljtt 1t`` C.L.Y. DATE: 5-19-95 REV. LETTER P.O. BOX 368 OFISURN. PROPRIETARY, AND CONrIDEi m MATERIALS OF .IACOM UN"ACTURINO DRAWING RTLL TD-GENERAL NOTES A / ` /H` SAFETY HARBOR, FLORIDA 3a695 PHONE (813) 726-1138 W_ SUCH YATERIA1S ARE PROVIDED TO THE REOPEN FOR SPEOFlO PUiP M AND MI BE XErT COWID IDAL AIC SECRET TROW OHM DRAWING NU118.R. AD—TD-0001 29 ADDENDUM NORMAL TIE -DOWN SPACING TABLES Z ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WAND ZONE III V �? V FLOOR MK OTY. EA. END OF ANCHOR AN MIN. Olt EA. END OF ANCHOR ANGLE WIDTH EA. SECTION YIN.. B EA SECTION u1N. B 0� 20'-0' 2 6' 2 24'-0' 2 4 6' 2 60' 60' j� 254 2 50' 3 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE n WIND ZONE III SPACING DBL HEAD ANCHOR ANGLE SPAONG DBL HEAD LOAD AN OiOR ANGLE FLOOR EAVE OVERHANG LOAD 26-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150 40'-50' 24'—O' 12' 18'-0. 31501 40'-50' 6'-8' 3150# 40'-50' 25'-4' 12" 8'-0" 31501 40'-50' 6'-8' 31501 40'-50' 26'-8' 12' 8'_0'1 31501 40'-50' 6'-8' 1 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. ott. EA END OF ANCHOR ANGLE uIN. ott. EA. END ANCHOR r t�rv` FLOOR �D� SECTION MIN. 6 O EA SECTION INOLE YIN. B UEA 20'-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 NF SPACING DEL HEAD ANCHOR ANGLE SPACING D BL LOAD ANCHOR ANGLE FLOOR EAVE VAOTH OVERHANG LOAD 20'-0' 12" 5'—',4' 31501 40'-45' 4'-0' 3150# 40'-50' 24'-0' 12' S'—'4' 3150d 40'-50' 4'-0' 3150# 40'-50' 25-4' 12" S —4' 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12" 5'4 31501 40'-50' ,%1+ 111111u '-0' 3150# 40'-50' CITES: ENQNEER` O 4� T Eq F ''•,� DAPIA APPROVAL REQUIREMENTS. O� •. ��•��� • N S G ��' 1. SEE AD-TD-0001 FOR ADDITIONAL � Q� (gyp, `c0'2 '� PPROVED BYE 2. SEE AD-M-0011 FOR YAXMLIM PIER HEIGHTS REOUIRED FOR THE LOADS TABULATED ABOVE. = ENEB - :1 5 IM �''• OF : Q. � : INS .• � ''�,'�F ' • •.. D I AT . • V� ��•� rtxnnu�It.cTu®Nart uaTR,A:rol A•O sATm svAovne JACOBSEN HOMES NOTICE: THESE SK011CATIONS AND DRAMNGS AM MONAL, PROPRIETARY. AND CONFlDENM I�iAkLY) • C.L.Y. DATE: 5-30-95 REV. LETTER: / \ DRAVANG TITLE: MATERIALS Or JACOBSEN MA"ACARING NORM. SPACING TABLES P.O. BOX 368 mfpHARBOR. FLORIDA 34695 FRONDED INC. SUCH MA7ERULS ARE ONDED 70 THESAFETY REOPfNT rCR SKCFlC KAP04S AND VJST BE T TRW OTHERS /1-�` DRAVANG NUMBER: AD—TD-0010 PHONE (813) 726-1138 IVT CONTWnk AND SECI 30 ADDENDUM �1 0i 1 ALTERNATE TIE —DOWN SPACING TABLES v O ZONE II & III/EXP. C �41 LONGITUDINAL TIE —DOWN SPACING TABLE WIND ZONE 0 WIND ZONE m FM a M. Ek sD ff ANCHM N0 a on EA. W aF AMCM ANRE IMD1H � sB:H�N YII. D FA socuoM MN.K e O 2S-4' 2 54' 3 Mr 24'-0' 2 54' 3 40' 254 2 80' 3 44' V-8' 3 38' 3 48' 3 4T 4 41. (SEE NOTE #4 FOR M01OR ANGLES) VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN, NAg, IND ZONE II WIND ZONE 01 WACM LH mm ANGLE PAM H ANCHM ACE FLOOR OO WD1H12' EAYE 01rFRHANG 5'4 31501 40-45' 5-4' 3150# 35'-40' 12' 5'-4' 3154 40'-45' 6-4' 3150f 35-40' 25—V 12' 54 31501 40'-45' 5-4' 3150#. 35'-40' 2V-8' 12' 5-4' 31501 W-4T 5-4' 3" 351—C 30'—ir 12' 5-4' 3150# 40-45' 5'-4' 31500 35-40' (SEE NOTE #4 FOR ANCHOR ANGLES) aeaalstntte goo°a N G' DoFrrr 4 No 45484 :J � • O e 0 ® • r q• IS • • V� ® l /� Q �Tk ._ Q �• s "(� Amy REF. CALC. C-TD - 215.61 - 215.20 ®ttatattseea®° NOTE,: ENS APPROVAL: DAPU1 APPROVAL 1. SEE AD-TD-pool FOR ADITN)NILL REOINtEYENTS. APPROVED BY 4. SEE AD-TD-cmu FOR IIAO m PER HBGH15 REQUM FOR THE LOADS TABULATED AOYE Jtui 16,2009 qNPINC. 3. 1E-OO11N DESIGN ON THIS PAGE APPUGAW TO DOUHAE WES ONLY. 4. NO ANCHOR MOLE SHOWN IN THE CHART ABDVE CANNOT E ACHIEVED, FeoeNa raNUFAeru�oxore ooNSTINICf10N AND sufn srnNDanns INSTALLED AN APPROVM STABLW PLATE JACOBSEN HOMES >►n°� D ARE MIN BY. M.T. 06-04-09 ORAWDLG ALTERNATE SPAUNG TABLES OWN PRowWMY NO tzsMORAL CF MCOW MMWFAC'RANMC -' P.O. BOX mgNAtEMM SAFETY HARBOR, FLORIDA 3095 W. SuoN'wTE M ARE PR MM TO nE =M fM MMFIAIPDES W MN K IUT mfoam No mT ma oum DRANG NUMBER AL)—TD-0010.1 PHONE (813) 726-1138 31 ADDENDUM E- DOWN SYSTEM TYPICAL SIDE ELEVATION CunuAAl!` TTCLnAUIJ IZDA!`IAIC¢ MAX PER AD-TD-WU MU nX W-W-MU Iwu rug TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.0 SEE FIGURE 2.0 FOR ALTERNATE M—DOIFN EMOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE—DOW IPA I I I I SEE NOTE 5 FOR MAXMUM HDGTIT NOTES: EN \ A (�O�O�i''�.,, 09MI BY I 1. SEE AD-TD-0010 FOR SPACING TABLES 2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE-DONN STRAPS REQUIRED. Q No. 3. SEE OTHER DETAILS FOR BLOC70 NG (PIER) QUANTITY AND OTHER REQUIREMENTS.- ENE8703571 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. - wLrws�elu�"m INC, 5. ZONE 2/EXPOSIIRE 'C: 60' MAXMUM HEIGHT ZONE 2/EXPOSURE b�: 44' MAXBWY HEIGHT O••' /grgP.': C��.� REF. CALLS: ZONE 3/EXPOSURE *C: 40' MAXMUM HEIGHT ••••., DIa.••'•(7� ZONE 3/E)POSURE V: 36' YAXWM HEIGHT �i�4�FaSs+�Q • . • • • • �������`` NOMVF-: oenrryeflT C.L.Y. DATE: 3-27-95 LETTER: J AC O B S E N HOMES THESE SPECIITCATIDNS AND DRAWANGS ARE ORIaNAL. PROPRIETARY. AND CO iFMTK DRAWING TITLE P.O. BOX 368 MATERIALS OF JACOWN MANLR-ACTURDIG FIGURES 1.0 AND 1.1 RIG 5" MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPQIT rat SPECK PLWOM AHD UMT BE DRAWING NUMBER PHONE (813) 726-1138 W7 CoWWTK AND XCRET HIM 01WIM AD-TD-0011 32 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 1.0 °°e%p6ABioe60s��B,, CC 9 • 'cu 0 s` Q� 0 •� ; TYPICAL CROSS SECTION �co t�`s • ,G' }� ` v �' �����® MOWING 11EDOWNS 7YP. RDDR a+7 n? cRom4aw7 a®ssSen� ABje °ee® SEE NOTE 5 RR MAUIIW HOW maim ANaE ( E fJoiE Is) Now ma (SEE NOTE Is) FIGURE 1.1 (dMIX BAISM ON 951/f -M CENTERS w 96• HIGH SID vas) 1. SEE AD-TO-0010.1 FOR SPACING TABLES. APPROVED BY ON 2 SEE AD-TD-ODIOA FOR QUANIIY OF LONGINDIAL TIE-00YIN S7RAPS REWIRED. 3 SEE OTHER DETAILS FOR BLOCKING (PEER) QUANTITY AND OTHER REWREMEN75. �m 16,2009 INC. 4. SEE AD—iD-00 FOR AUIDIDONAL REQUIREYENIS FEDERAL YNNFACTWEO HOME 5. WE2/EfD�IRE �C: 6r uAmIUM HEu;}Rr CONSTRUCRON AND SAFEWSTANDAROS IONS 3/E1 MRE V: 5r MAIeMUM HEIGHT 6. WHEN ANCHOR ANGLE SHOW ON AD—TD—ODIM1 CANNOT BE ACHIEVED, , KT�lr INSTALL AN APPROVED STABIMER PLATE 215.01 - 215.20 AM JACOBSEN HOMES xolzADATE REV. LETTER nm>: SPOC61GTidNS NG oRATrPf� MEM.T. 06-04-09 emu• PROWdUM NV CMFDENTIAL DRAWNG TITLE: P.O. Box 368 NAIS UL4 OF JAB MANUFACCOMG FIGURES 1.0 AND 1.1 W. SLZ4 HAIR {S W AROYM 70 TIE SAFETY HARBOR, FLORIDA 34695 EMW FM 54M Mff= AND MUST E DRAWING NUYBER: PHONE (813) 726-1138 07 C MRDW L AID SWU FFA OOIBtS. AD-TD-0011.1 33 ADDENDUM NOR MAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 1 �' �r 1�0 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III MIN. OTM• EA. END OF A s< EcnclH ANCHOR AN MIN. a YIN OTY. EA. END OF EA. SEcTICN ANCHOR ANGLE MIN. e 12'-0' 2 43' 2 55' 13'-4' 2 50 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTHOVERHANG MAX. EAVE OVERHANGLOAD WIND ZONE II WIND ZONE III SPACING DBL HEAD ANCHOR ANGLE SPACING DEL HEAD ANCHOR ANGLE 6- 6' 8'-0' g'_p' 31501 31501 40'-50' 40'-50' 6'-8' 6'-8' 3150# 3150# 40'-50' 40'-50' 13'-4' LONGITUDINAL TIE -DOWN SPACING TABLE t,Yl• MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III . uIN. QTY. EA. END of EA SECTION ANCHOR ANGLE YIN. A YIN. oTY. EA END OF EA. SECTION ANCHOR ANGLE MIN. 0 12'-0' 2 64' 3 ' 12'-0* 3 37' 4 33 ' 3 42' E4]= 38 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE DBL HEAD SPACING DEL HEAD ANCHOR ANGLE SPACING ANCHOR ANGLE LOAD WIDTH OVERHANG LOAD 5'-4' 54 3150g 315011 40'-45' 40'-50' 4'-0' 4'-0' 3150Q 3150# 40'-50' 40'-50' 12'-0' 6' 13'-4' 6' NOTES: 1. SEE AD-ID-ODDI FOR ADDITIONAL REOUQ%EMENTS 2. SEE AD-TD-001] FOR IUJDUIJY PIER HEIGHTS RfOUIRED FOR THE LOADS TABULATED ABOVE 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT 9DEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 160' BOOR OR 144' FLOOR X10TH5 WITH 95 12' I -BEAM SPACING 96" MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE / OVERHANG (6' OV96"C MAX EACH SIDE OF UNIT). ENGINEER , �•'/A� DO •�'��`N '•'"... 66 `.`� ��•. ��jLSTEq� Q No. o'. — — ' ;•• STATr' F i�i���^ �• Y0IQN. •'�\��`��• �� '' •' DAPIA APPROVAL: APPROVED BY�M JLN T 5ENE8703571 N rl7EAY YNIJACTI/�J IC7E CDdtR,ppr MO Yl'ER SMr6M� J AC O B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA j34695 w PHONE (813) 726-1138 . N0710E: ��hrr II THESE sKanCATIDNS AND DRAMNDS ARE CROXA1• PROMCETW AND CONrWITLAL MATTRIALS OF J406SEN MANUFACTURING W_ SU61 MATERJLS ARE PRONDED TO THE KQMT FOR SXCM arrays AND MUST BE IVT CCWWPk AID %DO FROM ODOM 1111` C.L.Y. DATE. 5-30-95 REV, LETTER: A ,{/-a\\ DRAMNG TITLE: NORM. SPACING TABLES DRA'MNG NUMBER: AD-TD-0012 34 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.2 SIM FIGURE Z.0 FOR AMATE flF—DOYN HMD ANIZE ANGIf FIGURE 1.3 SEE FIGURE 7.0 FOR ALTERNATE M—DDiN KMOD SEE NOTE 5 FOR MAXMUM HE16HT NOTES: - ENGINEER ��Iryl DAPIA APPROVAL - I. SEE AD-ID—oo12 FOR SPAQNG TABLE$ AND NOTES �.�`��C� •"OFpL% APPROVED BY 2 SEE AD-TD-0012 FOR OUAMTY OF LONGITUDIAL TIE -DOWN STRAPS REWQIED. �O; •*iNSTE9F . l,`,/ '�i� 3. SEE OTHER DETAILS FOR BLOMNG (PIER) OUANTITY AND OTHER REWREMENTS. Q` No. �% '•_f/ON. 14 lio , ^ _ 4. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS EN 870357 = JARS 'I 5. ZONE 2/EXPOSIIRE V.- 30' MAXIMUM HEIGHT INC,NE 2/EXPOSURE 'D': 48' MAXIMUM HEIGHT AT^ OF rtGcw.�nul�iaE ' \] ZONE 3/EXPOSURE V: 28' MAXIMUM HEIGHT`./`` wa�r�uc,c�r,royr Awoap ZONE 3/EXPOSURE V: 60' MAXIMUM HEIGHT //y �Qc;p(Q•T',•\�`` JACOBSEN HOMES THE REV. LETTER: �5� DWININOYfA , �,�DRM�" c.L.Y. °A 5-19-95 ORIaNAd, PROPIGETARY, AND OOIIFiDFlITIAL DRAWING TITLE n P.O. BOX 368 MATS OF �+ MANUFAc7u FIGURES 1.2 AND 1.3 „ SAFETY HARBOR, FLORIDA 34695 M SUCH IIATERUIIS ARE PRDYY S TO THE //,\ KIST BE PHONE (813) 726-1138 CWW7K yp�SMU ,M RWM � O� DRAWING NUMBER: AD-TD-0013 35 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION rnnuALI/r ME MLLTI CDArimm FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S) NOTES: 1. SEE AD—TD-0010 FOR SPACING TABLES 2. SEE AD—TD-0010 FOR 0UAA0TY OF LONGTTUDIAL TIE—DOMN STRAPS REWIRED. 3. SEE OTHER DETALS FOR BL0CI0NG (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-1D-0001 FOR ADDITIONAL REQUIREUENTS. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (613) 726-1138 ENE13703571 oll AIL T101 1 NOi7CE: DRAYM BY: THESE sPEOFICATIONS AND DRAWNGS ARE ORIGINAL. PRDMETARY. AND 0ONnDEHTIAL MATERIALS OF JACOBSEN MANOFACMNG INC. SUCH YATETGLS ARE PRONGED TO THE REOMT FOR SKOFIC PPPOSES AND WSI BE PVT OON MTVL A.D SCRET rROY OHn APIA APPROVAL APr ROVED BYI ,*4� 015 INC.. ►iDEMI YMsiACM1fItTN M7iE 00'6TRJL7G�MOS4i1TSW 'm C.L.Y. DATE: 5-19-95 REV. LETTER: FIGURE 2.0 A R AD-TD-0014 36 ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOS Ni INSTALLATION METHODS SIDE NEW OF MAIN FRAM: Ti--DOWN STRAP SIC OTHER DETAILS FOR TIE -DOWN STRAP SPECIFICATIONS, APPROVED ANCHOR µIDE0 TO MAIN 9-BEAN (SEE OTHER DETAILS SEE AD-7D-020D FOR FOR MELDING) TO BE INSTALLED RADIUS CUP DETA•S AT N FACTORY. (REOUIRED THIS LOCATION). (WIN. 31501 WGRfiNG (DESIGN) LOAD AND 47251 UITWATE LOAD.) GROUND ANCHOR SEE OTHER DETAILS FOR SIM ANGLE AND OTHER INSTALLATION NOTES SCUD HEADER (CROSSMEMEEA) SEE AO-T7-0200 FOR RADIUS CLIP DETAILS (REQUIRED This LOCATIoq SIDE VIEW NOTES: 1. SEE AD-TD-0010 FOR SPACING TABLES. 2- SEE AD-TO-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAFS HEWED. 3. SEE OVER DETAILS FOR BLOCKING (PIER) LTUANRTY AND OTr1ER REOLr.RENENTS. 4. SEE AD-TD-OD01 FOR ADDITIONAL REOUREIADfM FIG URE 2.1 C X ]TO EA ER CUR INTO HEADER FOR STRAP FRONT VIEW5..(REQUWD 0 MUST BE LOCATED µAMA S' OF MAIN UTTACLidE11T. (FACTORY CUT) CHASSS i-BEAM. SEE AD-M-C203 FOR RADIUS CAP DETAILS THIS LOCATION). 5'YAX. I TE-DOWN STRAP 5EE OTHER WAILS FOR TIE -DOWN STRAP SPECIFTCATMS GROUND ANCHOR• SEE OTHER DETAILS FOR SIZE, ANGLE ANO OVER ILSTALLAT10N NG-S. ,�`��O ..;-�� �•`.�.:.cam'•. ION&TER APPROWAL: ; - e I • - �T6ll"c" '.i' ..•. -% FIGURE 2.2 �TiONA �'�ipnnu�ul - ANCHOR BRACKET AND 7IE-DOrAv DEVICES ARE CERTIFIED By OROS JACOBSEN HOLIES Nonce DRAMN BY. DAIL. FEW. LITTER: r� VfWXA`ONS AN] CRAWM3 ARE C.L.Y. 6-13-95 CR04AL FRCOWMT. AR3 CMUXTIAt DRAYM T11LL P.O. Box 368 VAMU S a JACMZN YANUFACIMIC. FIGURES 2.1 & 2.2 NC SUM YAIDUALS W PROVM TO Bi SAFETY HARBOR. FLORIDA 34695 I¢TY1DIt ►oR >P[OIIC lIf►0a5 AID Y ISf E DRAWING NWBER PHC%VE (8I3) 726-1138 Ion C011100410L AID wAxT.nlw oxw a()-M-0015 37 TYPICA AM CLAMP, MANUFACURED BY ENGINEERING, PART 159011 i.6L, Mm,u ACTURER�S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) 4. / NOTES: DAPIA APPROVAL 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED EY 2, ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE good AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 1 5 • M ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. I N C, FEDE AL MANUFACTURED HOME CONS IRLICIION AND SAFETY STANDARDS 'JACOBSEN BIOMES xOTTCE DRAWN BY: ' DATE; REV. LETTER: ' • ' THESE sPEOF1CATIONS AND DRAWINGS ARE M.T. 6-12-01 ORIGINAL. PAOPN(ETARr, AND CONFIDENRAL DRAWING TITLE: P.O. BOX 36B•' MATERIALS OF JACOBSEN YANUfACTIMING LONGITUDINAL STRAP ATTACHMENT uNC alai MAMMALS ARE PRONGED 10 THE bAFE77 HARBOR. FLORIDA 34695 RECIRDIT FOR SPECDIC PURIM AND MUST BE DRAWING NUMBER: AD- TD-DD16 PHONE (727) 726-1138 KEPT CANRDENTIAL AND SEW FROM 01FiM f 38 ADDENDUM S G S�'�' '�• �� 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 WIN. QT. ANCHOR YIN. QTr. ANCHOR VADTH EA. END OF EA.D OF DO ANGLE v EA SECTION UK +. a Nwx Eel SECTION 11e 10'-0' 2 44' 2 56'. •�� 12'-0' 2 57' 3 42' 13'-4' 3 38' 3 50' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG DEL HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD Low ANCHOR ANfif FLOOR WIDTH EAVE OVERHANG 16-0" 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 WAND ZONE III FLOOR IJIK CITY. ANCHOR YIN. OTT. ANCHOR YAD1H EA. ENO OF ANGLE EA. END OF ANGLE 0 EA gciloN uw. a EA sEc11oN MIN. e 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 SPACNG DBI_ HDD LOAD ANCHOR ANGLE SPACING DBI. READ LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 10'-0" 12' 4'-0* 3150# 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' 3065,9 4T-50' 2'-8" 33�00�.001 40'-50' NOTES: ENa`�� lA•AUa�� A4 44��►pqL�� A V i TD BY 1. OFFSET SECTION 61TH THE MARRIAGE LIVE WALL EXTENDING BEYOND THE ENDYiAu OF�Q.,.�G\Sr�,.c� THE ADJACENT SECTION MUST BE TIED BowN AT THE MARRIAGE REVISED LINE 1N ACCORDANCE S W TH THE TABLES ABOV� THE SIDEWAM SIDE AND THE ADJACENT SECTION(S) ARE T • h . , - SEP 0 9 1 BE TIED DOWN W ACCORDANCE WIN THE NORMAL SPACING TABLES (AD-TD-0010). I I C. 2. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. 1 V 3. SEE AD-M-0021 FOR MATOMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED �� �' '•. r� r� ' FED t7}P.r;.• ����� '�iF,f+s, RAL MANUFACTURED HOME ABOVE. . •• .. �G�� COi ISTRUCTION AND SAFETY STAND JACOBSEN HOMES x�AA,,, IESE oNsAND S R.R.8-27-96 DATE: �V'�TrER ��► P.O. BOX 368 ORIGINAL. PROMETARY, AND COPI0NIIAL MW MATMALS OF JACOBSEN MANUFACIC INC. Sirol MATERIALS ARE PROMDED TO THE DRAWING 11TLE: OFFSET SPACING TABLES SAFETY HARBOR, FLORIDA 34695 REOPINI «R SPEmc Fmm AID mi K DRAn1NG NUMBER PHONE (813) 726-1138 PERT COWWPAI APO SECRET FROM OTIM AO-TD-0020 �6 .DS 39 ADDENDUM OFFSET U - NIT TIE DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS ti FIGURE 3.0 ;SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN MMOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR MAXDIUM 101NT ANGLE ANGLE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE TiE-DOVN 1(MDD NOTES: 1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION 2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE-DOW (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 24- MAXIMUM HEIGHT (32. 0 24' ZONE 3/EXPOSURE'C': 32' MAXIMUM HEIGHT ZONE 3/EXPOSURE '0'.' 32' MAXIMUM HEIGHT (44' 0 24' JACOBSEN HOME ■; P.O. BOX 368 SAFETY HARBOR, FLORIDARI 34695 PHONE (813) 726 1138 [TABLES ON AD-TD-WO DO NOT APPLY TO THESE STANDARD NULTI-WOE SECTIONS OF THE UNIT -SEE NOTE 1, AD-M-002Q) TYP. FLOOR SYSIE4--7 MOM ANGLE "Ir MGM ANGLE FIGURE 3.2 VI -my, ALTERNATE TTE-DOIYN NETll, off:• G�sTFR'�F2� NLY). STRAPS REQUIRED. ? • ENE8703571 [HER REQUIREMENTS. _ 'G DE MIN.) i��'i�ss'. ....... • `6` ��. ,�QNAI.E�� N077CE THESE SPECIFICATIONS AND DRAW14GS ARE ORIGNAL, PROPRIETARY, AND DONnD NTIAL MATERIALS OF JACOBSEN MANUFACTURING LNG SUCH MAU44S ARE PROVIDED TO THE RECPQTF FOR SPECAC PURPOSES AND MUST DE KEPT COI>FIDOITIAL AND SECRET FROM OTHERS DAPIA APPROVAL APPROVED BYX 7N] FP� r Rofft _ I C �. � �7YsiNLMIW DRAWN BY: DATE REV. LETTE C.L.Y. 5-11-95 DRAWING TITLE A FIG. 3.0, 3.1 & 3.2 DRAWING NUMBER: AD-TD-0021 5 h 4 40 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-WAy SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION ,1111111111111//! NOTES: E� OV �i,� DAPIA APPROVAL' 1. SEE AD-TD-0020 FOR SPAGv; TA%ES (OFFSET SEC71ON ONLY). `�O'��,G` noER�to FZi APPROVED BY 2. SEE AD-TD-N>o20 FOR QUANTTY OF LONOTUDIAL TIE -DOH STRAPS REOUIRED. t (OFFSET SECTION ONLY) = h'E8703571 ti 5 3. SEE OTHER DETAILS FOR BLDCKNG (PIER) QUANTITY AND OTHER REOUIREUD TS. _ = INC 4. SEE AD-TD-0001 FOR ADDITICCAL REQUIREUENTS. T' r .' I rt:xw���sACIvrDNat �.c�, . �'��AN�.• ��. �. (a,IRJC7aAwsMmsllK•� JACOBSEN HOMES x THESE sPconunMS as MD aurNts �AV++ BY: , C.L.I'. DATE: 5-11-95 REV. LETTER P.O. 90X 368 P.O. ArtE MONAL. PaDPre N" AND oaanET — OF J40M YANUFACiLRINC DRAWING TITLE- FIG. 4.0 „ SAFETY HA.ReCR. FLORIDA 34695 we soot MAMMALS AO'A RE PRKD TD THE -KMIELR FOR TECFX P51iP o me YJST K DRAWING NUWBM PHONE (813) 726-1138 IVTj CWM714 AIO SEW MW DTIM AD—TD-0022 41 ADDENDUM �C�QgS TIE -DOWN SPACING TABLES I � ALTERNATEUNIT� 4QQQi>• I &III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. PdNO ZONE it WIND ZONE III MIN. r FLOOR MIN. on. A. END ANCHOR AN on. ANCHOR EA. END OFANGLE ll gENO EA. YIN.. A EA SECTION MIN.. 6 � 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 1 25'4 2 50' 2 67' 26'-8' 2 55' 3 30' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING � HEAD ANCHOR ANGLE SPACING DEL HEAD LOADANCHOR ANGLE WIDTH OVERHANG 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900# 20' 24'-0' 12' 4'-0' 37001 20' 4'-0' 3950g 20' 25'-4' 12' 6'-8' 40001 15' 4'-0' 3950s 22' 26'-8' 12' 6'-8' 39501 1 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE n MIN WIND ZONE II WIND ZONE III vv FLOOR MIN. on Ell END CF ANCHOR ANGLE MIN oTti EA END OF ANCHOR ANGLE �K. Y�1DTH EA. gcnON VOL6 Ell gc110F1 MIN e 20'-0' 2 50' N/A N/A 24'-0- 2 70' N/A N/A 1 25'4 3 42 N/A N/A 26'-8- N/A N/A I N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING D81. NERD ANCHOR ANGLE NO SPACING HEAD LOAD ANGLE FLOOR EAVE WIDTH OVERHANG LOAD 20'-0* 12' 4'-0 40001 20' N/A N/A N/A 24'-0' 12' 4'-0. 40001 24' N/A N/A N/A 25'-4' 12" 4'-0' 40DOI 26' N/A N/A N/A 26'-8' 12' 4'-0' 40001 27'. , ,,,,, , N/A N/A N/A NOTES: ENG1 kf& PR&L•DOr //i���, DAPIA APPROVAL- 1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS n0. 2 SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REQUIREDFOR THE LOADS TABULATED E;\E8703571 ABOVL 3. 20 NODES -82' MAXIMUM I -BEAM SPACING ONLY. .� 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). 'i��:1,n. n/�i1�•.,. `\C'`�� _.:.......�..... AIAI J A C O B S E N HOMES NOTICE ►AT►►T THESE SKCIFICATIDNS AND DRAMNGS ARE 19R*WM C.L.Y. DATE- 6 -13- 95 REV. LETTER: DMWING TIME ALT. SPACING TABLES CKINAL PROPKTARt AHD CON(1p TIT MATERIALS OF JA'DM MANUFACIf" P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 INC. Ala MATERKS ARE PRONDED TO THE RroPOIT roR sPE[nc RdtPOSF9 Am Lml BE DRAWING NUMBER: AD-TD-0030 PHONE.(813) 726-1138 IM C*fMnq AM SECRET FERN 011M 42 £v lL00—al—ov 3l1i110 ram LWE ON WUKW= 1101 S£IL-9ZL (C12) 3NOHd WPM ONN1Ya0 1 31 LSM OW SEWWW 0 W3dS bDi jXW3S 9690£ VOIa0l3 ',vOSHVH LL3jYS X oL aXMOHd 3W 53Y4131rn FC(S 7w om2movin,Vn mm3Vr 10 sna131rn 99£ X09 '0'd 0'9 011 JULL ONNIYEIO 7nILN)om aw 9UnLrj4vd 'wilowo MY S"ViW aNV SWLLY�WUS 3S3HL �T r7 u S�1J' �L off N q SE o DV r S6—£ —9 •�',"J ,a31131 'A3a AM AB WAYHO: �, i r„ 33I1ON aZl 'ON �� .' y3 319YJnddY ION SI NOLLYOnddY SM :,0. 3SnsOdX3/C 3NOZ .._ �. . _ L:. _ _.. �i •�t-: • j 51`� •' (�� �� 1HO13H M1cXYn •Of -,3, 38nSOd7 E 3NOZ �''• n1�"MAairddV' INDS" nraniyn ,LZ :•0, 3anSoaVZ 3NOZ -lYAOaddY YIdYO a3iNbN3 1HO13H nrMYR ;[f ',7, 3ansodX3/Z 3NOZ S316V1 9N13YdS WOO-31 3LYN83LW 33S O'S 3SMU a03 'C SNN00-3LL 3nYa! DNTMISNI a0! SOD" MOM MV0338 3HL BOA SlIV130 a3HL0 33S '0 iGH A1LY3a9 SI aNn0a9 3HL AD IH913H S1N3n3VM3a a3HL0 0NY uLLlrrno (831d) Ov!N3018 a0d SlIVL3a MO 33S Z WR 3HL 11Y39-1 ,OWOEILM. 3HL lY SdVHLS WDO-31 311M 3HL ONr msmi SLN3n3MnD3a TINOLLI00Y a0d 1000-o1-OY 33S I AB 'a3A3NIOH '.0. MOM OW ,3, MMOdX3 HLO9 M OW S3NOZ ONA 71Y I NI 3Sn ao! 379Y1d3D3Y 3w 3UM NA10NS SOOHL311 WOO-31L 3LYNa3LlV 3HL �� 'HOH31fY MMaOHd 1XV3 3'= 3H1 do nMn NI 03sn 3s,AYD ==Him lEaLLONY As 3m sNonyou s 3Ao6Y 3H1 ONL= Now 1NPmb3 N► 'a38n 3a anx swoj o0o'9 .i0 9<wd aY09.31YA11n NY aNY saNnod o00't d0 ONLLYH (a1(1 MM01) ay(n NO®0 V RM HOH3NY 33MY id 3dU) HSLS Maolt S M08d 100 n W Y HOLLYMOM03 NMOa-3LL sal[ OMSa MM SHHONV QNnOd 000 SHMORd NOILLVOI'IddV 1: I ► N11L1111 1 ► SIHI W110N INV190 ICI aOHw N1oa-Z a3aN3)0[om Nod 11 2mou us 0'0 adfl0Ij �E :500bN°�"N�cf�� ADDENDUM �'g0 TABLES 6 C� ALT. OFFSET UNIT TIE -DOWN SPACING QQQ ZONE II&III/EP.C&D LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III WIN.OTY. A SECTIONEA END SECTION ANCHOR AN YIN.. A WIN.OTY. EA. ENDANGLE EA gC1IC1CN ANCHOR YIN.. 9 FLOOR WDTH 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 53' 25'-4' 2 45' 2 58' 26'-8' 2 48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III ;PACING DEL HEAD LOAD ANCHOR ANGLE SPACING D OREAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 26-0' 12' N/A N/A N/A N/A N/A N/A 24'-O' 12' 4'-0' 40001 20'-30' 4'-0' 4000 j 20`-30' 25'-4' 12' 4'-0' 40001 20'-3T 4'-0' 1 4000 j 1 20'-30' 26'-8' 12' 4'-0' 40DO j 20'-30' . 4'-0' 1 4DO0j 1 25-30' LONGITUDINAL TIE -DOWN SPACING TABLE ` WIND ZONE II WIND ZONE III MIN. OTY. EA END OF ANCHOR AN UK OTT. EA. END OFANGLE ANCHOR S4 FLOOR �t U1� WD� EA SECTION MIN. a EA SECTION MIN. e 20'_p• N/A N/A N/A N/A 0 24'-0' 2 60' 3 45' 25'-4' 1 2 1 66' 3 48' . 26'-8' 1 3 1 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANCHOR ANGLE SPACING D O� ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8' i 40001 20'-30' 2'-8' 4000 j 20'-30' 254 12' 4'-0' 4DO01 25'-30' S-2' 4000j 1.5-30' 26'-8' 12' 4'-0- 40001 25'-30' 3'-2' 4000j 25'-30' NOTES:ENQNE;``%ffiOC 11�0^�''/'' DAPIA APPROVAL 1. OFFSET SECTION IATH THE MARRIAGE LINE WALL EXTEN0NC BEYOND THE ENDWALL OF ,••�` ��N• .:� •. �O ''%, Q G\S Eq '' F,L PPROVED BY THE ADJACENT SECDO N MUST BE 71ED DOWN AT THE MARRIAGE LINE IN ACCORDANCE MYTH THE TABLES ABOVE THE 9DEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO �•� ,. : ?• ,: •a`� N F� •' �_ r .)>11r1 1. 4 BE TIED DOMM IN ACCORDANCE WITH THE ALT. SPACING TABLES (AD-TD-0030). E Iv INC 2 SEE AO-TD-0001 FOR ADDITIONAL REQUIREMENTS T .` ST ��•' Ft` Y:;: . 3. SEE AO-TD-0033 FOR MAIANIIM PIER HEIGHT REOl11RED FOR THE LOADS TABULATED %,� Q� •.. /��C t �Y�•'•a�� .: '�, F . ABOVE �` ... ��• JACOBSEN HOMES S i� �, msE sKaT1U1N10n AnmA : • �aa tt W, C.L.Y. DATE: 5-30-95 REV. LETTER DRAWING TITIi: ALT. SPACING TABLES MAGNAL.TMAALS �JACOOM YAN1FARY. AM + ACTO 6 oNnaNm SAFETY HARBOR. FLORIDA 34695 ' LN P.O. BOX 368 y_ SM MA71EMS ARE PROC D TO M REcpEKT faR S [CM PJWM NO MAT K M DRAWING NUMBER: AD-TD-0032 PHONE (813) 726-113a PVT CWMAk NO SEOV TRCM 0 44 �.E ADDENDUM �S N,t. �� CG.�P.►1�S p(� .Q� F�'1�E- Ac�oRS 1`v ALTERNATE, TIE -DOWN SYSTEM: TYP. CROSS SECTION(S) SHOWING TIEDOWNS FIGURE 6.0 SEE FIGURE 3.1 FOR RECOMMENDED T[E-DOWN METHOD SEE NOTE 5 FOR UAXMW KW (TANGS ON AD-TD-OW MM APPLY TO THM STANDARD IAJITI-DOE SEcm OF THE UNIT -SEE NOTE 1. ADAD-ODJL] M FLOOR S1S N TIP. A CHOR ANME mom FIGURE 6.1 SEE FIGURE 12 FOR RSCOMMENDED TIE -DOWN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 67SH (TYPE 2), AUGER ANCHOR WITH A DESIGN LOAD (TORiDNG LOAD) RATING OF 4,000 POUNDS AND AN ULTDIATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIYD,AHT ANCHOR MEETING THE AB OYE SPECDiCATNlllS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUKMENTS. 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020). 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). (ALSO SEE AD-TD-0020 AND AD-TD-0011) 5. ZONE 2/EXPOSURE 'C': 32' MAXDUM HEIGHT ZONE 21EVOSTURE V.- 24' MA)OMUM HEIGHT ZONE 31EVOSURE 'C': 24' MAXIMUM HEIGHT ZONE 3/E)PDSURE 'D': 28' MAXIMUM HEIGHT THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL wND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, BY INSTALLING THE FRAIkE TIE -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. C- DOE''% No.9Fo �Z PROVED BY NIPINC5 JACOBSEN HOMES msE �E�N07� DRATi1N6S''A : a�wN 1�'',` C.Q.Y. DATE:- 5-30-95 V LETTER: . aeCNAL. PROPRIETARY. AND OCNF10ENT1AL DRAWING TITLE: P.O. BOX 368 MATMALS OF JACOBSEN Lmmuamc FIG. 6.O ac 6.T ,I INc SAN MATURULS ARE PROMM TO THE SAFETY HARBOR FLORIDA 34695 RECPENT FOR 5KOF C PJMZ NO MM BE DRAWING NUMBER: PHONE (813) 726-1138 PUT OWWRAL AHD SEav nu ODERS AD—TD-0033 45 ADDENDUM ALTERNATE TIE -DOWN SPACING TABLES ZONE II & III/E?U. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. W'ND ZONE II WIND ZONE III MIN. OF ANCHOR UK OTY. ANCHOR FLOOR S� \V\ WDTH EA END EA gCDON AN YIN.. A EA END OFANGLE EA. gCTh7N MIN. D 12'-0' 2 43' 2 55' �* O 2 50' 2 68' 13'-4' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL0AD ANCHOR ANGLE SPA OBI.. HEAD LOADANCHOR � FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 39001 22' 13'-4* 6' 1 5-4' 38501 25' 1 5-4' 39601 30' THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III O EA. END OF EA. AN ANGLE fiE YIN OT. EA END F ANCHOR ANGLE FLOOR WIDTH A SECTION EA. UK EA. SECllfkl YIN. B 12'-0' 2 64' 3 47' 12'-0' 3 37' 1 4 33' 13'-4' 3 42' 1 55' 13'-4' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WAND ZONE II WIND ZONE III SPACINGDEL HEADANCHOR ANGLE SPACING HEADNG LOAD ANGLE FLOOR EAVE WIDTH OVERHANG Low 12'-0' 6' 4'-0* 39501 25' 2'-8' 39301 20' 13'-4' 6' 4'-0' 39601 25' 2'-8' 40001 30' THIS ALTERNATE APPLICATION REQUIRES POUND ANCHORS 11114,,000 NOTES ENG?gj% `PRN�L• OF/ �A/i `�, DARA APPROVAL' 1. SEE AD-TD-0001 FOR ADDIICNAL REOUIREMENTS ` T q ' . F �. `�`,Q; �G�S E FD •Z No. APPROVED BY 2 SEE w-TD-0036 FOR YAXUIUY PER HEIGHTS REOIJIRED FOR THE LOADS TABULATED ABOVE . � ? ? ENES703571 = _ 000or j1 15 I MAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDEYNALL NOT FRONT OR REAR. = :'�.; INC. 4. ABOVE TABLES APPLY TO 160* FLOOR OR 144' FLOORI VADTHS MATH 95 1/2' %��.'•. / 6 q ����`� %� '��` ' M� �• •,(�� msn"icraAcromTT'� � 1-BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIINII SIDE EACH ��`• OVERHANG (6' OVERHANG MAX. SIDE OF UNIT) JACOBSEN HOMES NOTICE •fff THESE sKor-ATIONS AND DR mm AmC.L.Y. omct L, PRwWART• AND COHIMTTAL pglM DATE 5-30-95 REV. LETTER DRAVANG TITLE: TABLES MATERIALS OF JACOBSETI MANUFACTURING ALI SPACING P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 W_ SUCH MATM3 ARE PROMOED TO THE RECIPOIT FOR PECFIC FJr= AM MST K DRAWING NUMBER AD-TD-0040 PHONE (813) 726-1138 IDPT C01 wnk no SEOU no orlem 46 �q� ADDENDUM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM ANGLE AN4E FIGURE 7.0 SEE FIGURE LS FOR RECOMMENDED TIE-DOW METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR MAXIMUM HEKHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS IULEN USING THIS TLE-DOAN CONFHGURATION A STYLE CREST PRODUCTS MODEL 573H (TYPE 2). AUGER ANCHOR TIM ► DESIGN LOAD (TORK MG LOAD) RATING OF 4,ODO POUNDS AND AN ULTIMATE LOAD RATING OF 8,000 POUNDS MUST BE USED. AN EQMILANT ANCBDR MEETING THE ►DOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USEDIN LJEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I. SEE AD-TO-ODOI FOR ADDITIONAL REGUIREMENIS. 2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANRTY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035). 4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT ZONE 21EVOSURE TY: 28' MAXIMUM HEIGHT, ZONE 3/EXPOSURE 'C': 20' MAXGNM HEIGHT ZONE 3/EVOSURE 'D': 28' MAXIMUM HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES. THE ALTERNATE TIE -DOWN MEDRODS SHOWN ABOVE ARE ACCEPTABLE FOR USE MR ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE b'. HOWEVER. BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' (-BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTAIID4G FRAME TIE -DOWNS. ``:�`` `j� C" DO �O No. N>=a7 ST/AT• 4F APPROVED BY 10 �5 LNG JACOBSEN HOMES NOMC& ' f111a,u THESE sKanu7m AV DUM ARE ORIGINAL. PRWKYARY. AND cmnDDITIALBSEM MANUFACUM MATERIALS OF JACO IiiS1 Ne - C.L.Y. DATE 5-30-95 Kv. L I r n /-1 DRAWING TITLE: FIG. 7.0 P.O. BOX 368 „ NC. WCH MAWRUIS ARE PROMM TO THE DRAWwG NUMBER AD-TD-0041 STY HARBOR,FLORIDA 695 KOPOITT rOR S° I= PJan6T NID T�14 K OR PHONE 3) 47 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. FRAME TIE -DOWN STRAP SHALL SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM SEE DETAIL V DETAIL 'A' IUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL IB' PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR L R DEVICE TO CT STRAP AT ALL CORNERS. DETAIL I C' THIS TYPE OF PROTECTION MAY BE USED FOR %olmFP� LONGITUDINAL TIE CONNECTIONS ALSO. ... STl(�;''• NOTES: `t{t M'AP�r ' CR C ,, DAPIA APPROVAL. 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 = APPROVED BY AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET0000 THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. - oNrp 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '0 '• STATE OF WHERE THE ANCHORING SYSTEM REQUIRES THE USE ��0�.••,/ �P �k'`� I OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �iF .`. ' � f0ERALMMUFACTUREDH061E /1t Z COt5mZT10NADD ME D AND FF RED OTHERS NOV 2 4 1998 NOTICE` DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES THESE SPEOFICATREIONS AND DMWNM ARE M.T. 11-18-98 owdNA- PRCPTARY. AND CONFIDENTIAL DRAWING TITLE: MISC. TIE -DOWN P.O. BOX 368 MATERALS OF ACOSSEN MANUFACTURING INCNC SUDF UATMALS ARE PROVOFD TD TF# SAFETY HARBOR. 'FLORIDA 34695 RECPEM FOR SPECM PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT COiMI14 AND SECKT TRW OTFERS. AD-TD-0050 48 ADDENDUM gas NORMAL TIE -DOWN III/EXP. C & D TABLES ZONE II & III / 1 LONGITUDINAL TIE -DOWN SPACING TABLE (�1 l�yo MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III UK OTT. Ell END OF EA SECTION AW43R ANGLE tlnl D UK oR! EA. DO OF Ell SECTION ANCHOR ANGLE uol e 30'-8' 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVERHANG WIND ZONE II NAND ZONE III SPACING DSL HEAD LOAD ANCHOR mu SPACING DL OAIDAD ANCHOR ANGLE 30'-8' 6' 6'-9' 3150� 41-46 5'-5' 31501 1 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE .0 ( �� Kl�o � O MIN. FLOOR WIDTH WIND .ZONE II WIND ZONE III UK OTY Ell END OF U SECTION ANCHOR ANGLE UK 0 UK OTT. EA. DID OF EA. SECTION ANCHOR ANGLE UK B 30'-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH 30'-8' MAX EAVE OVERHANG 6' WIND ZONE n NAND ZONE III SPACING 4'-6' DBL HJD LOAD 31501 ANCHOR ANGLE 46-50 SPACING 4'-0' L HEAD D LOAD 31501 ANCHOR ANGLE 49-52 VrINOZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. MM G 4,,j - 67 /Y . 0 /— 7 / 1 !r' ,�T111111111/1///� NOTES: I. SEE FULL ADDENDUM FOR ADD17IONAL REQUIREMENTS 2. SEE AD—TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE EN0. G;'�G�STERF •. ii�� . e No. o ••. 91�334 DAM APPROVA1.,a.,M/ii� 0 S IM APPROVED BY ON _3 E:TATI- OF* •',. O �. p INC. WeT10ti41 NGw iTTiWG%pm J A C O B S E N HOMES „ P.O. BOX FLORIDAMATERIALS SAFETY HAR80R, ORI3�695 PHONE (727) 726-1138 TNESE sPECpiCA➢on IAA MAWNCS AIRS CRILTNAL. PROPRIETARY. ANp CCKIOEN11A1 MATERIALS ARE PROYOEp I10 Ij REQRENT FOR SPECM KWMS ke IAAI 1, W1 WI11DEMDAI AND SEDAET Mom onm DRAWBY. M. T. DAB` 2— 8-99 REV' LETTER DRAMINC TITLE: NORM. SPACING TABLES OWING NUMBER: AD—TO-0070 49 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGURE 20 FOR ALTis1iNATE M—DOWN METHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS Tr. R0OR SYSTEM7 DR °wsS / /—oms ANGLE ANCHOR MAIL AKHM v � FIGURE 10.1 SEE FIGURE 50 FOR ALTERNATE M—DOVN METHOD NOTES: 1. SEE AD-M-0070 FOR SPAM TABLES. 2. SEE AD-7D-0070 FOR OUMIITY OF LONG17MAL TIE -DUN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOMM (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE FULL ADDENDUM FOR ADDRIONAL REOUREMENTS, 5. ZONE 2/E)POSURE V: 56' MAXIMUM NOW ZOK 2AXPOSURE '0% W MAXIMUM HOW ZONE 3/EXI'OSLIRE V: 56' MAXIMUM HEIGHT ZONE 3/EXPOSURE V: 40' MAXIMUM HEIGHT 3 SEE NOTE 5 FOR MAXMW HEIGHT N TMNDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS``,c6 `v4` ! !. Gl 9/• l(o No. o y 910334 7� pos • (t. ��.• STATE OF : W DAPIA APPROVAL:. APPROVED BY INPINC. RKFK YIIMF,CIUIEOHM CoNsTmMoNmewcm S1N[MNOS d is � ?dUi REV. LETTER: J AC O B S E N HOMES TFESE sKonCAT1ONS AND DRA NM Aar M. T. 3-1- 99 ORIGNIAt. PIVRETARY. AND CONFIDENTIAL DRAMANG TITLE: „ MATERIALS OF JACOBSEN MANWACUPP= FIGURES 10.0 AND 10.1 P.O. BOX 368 INC. S" MA11III S ME Pr WDM m 11E SAFETY HARBOR, FLORIDA 34695 RECPDIT FOR 9SWC PURPOSES AND MUST BE DRAMNG NUMBER: PHONE (727) 726-1138 ,[pT COWDENM AM SECIET FROM OnEM AD—TD-0071 50 ADDENDUM gtoo NORMAL TIE -DOWN SPACING TABLES ZONE II & .III/EXP. C & D 1 i LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN, WIND ZONE I WIND ZONE III O� FLOOR WIDTH Mill OTY. EA ENO OF EA. SECTION ANCHOR ANGLE YDL 6 Y81..CITY. EA. CIF Ell SECTION ANCHOR ANGLE VaL 0 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE-DONN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONG DBL HEADDEL LOAD ANm ANGLE SPAONG HEAD LOAD 11 ANCHOR ANGLE 15-4' 6' EACH SIDE V-10' 3150l 40-46 5'-6' 31501 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIA. CITY. EA END OF EA. SECTION ANCHOR ANGLE YRL 9 MIN. OTX EA DO OF EA. SECTION ANCHOR ANGLE YDE B ^ t�U FLOOR WIDTH 15-4' 3 30 4 35 O VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND Z(ME' fl WIND ZONE III SPAONG D9L HEAD 10A9 ANCHOR mu SPACING D O� ANCHGLT ANGLE FLOOR WIDTH EAVE OVERHANG 154 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 3150# 44-50 VANDZONE III. (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS. �, w G/ . uuuuu NOTES: 1. SEE FULL ADDENDUM 2. SEE AO-TD-0073 TABULATED 3. MAX RAVE 4. ABOVE TABLES I -BEAN SPACING, OVERHANG FOR ADDITIONAL REOUIREMENTS. FOR MA)D14JM PIER HEIGHTS REQUIRED FOR THE LOADS ABOVE. OVERHANG REFERS TO OVERHANG AT SIDCWALL NOT FRONT OR REAR. APPLY TO 184' FLOOR VADTHS MATH 95 1/2' 96' MA>aMUM SIOEWALL HEIGHT AND 6' MA)OMUM SIDE (6' OVERHANG MAX EACH SIDE OF UMT). ENa` R oV rI��F �, `� (�Q'.• No. Fo''• '� 910334 • c— 'o •. STATE ,: � a`.. : ' •' C1 '�� �' • • , � � ��� ' is • '• DAPIA APPROVAL:MM 6 APPROVED BY INC. nO[wLyy��(ASIDIiONDME pp6�bNwowtsreswn,�a JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTI "'I'll THESE SKOFXATIONS AND DRAWNCS ARE ORICINAL, PROPRIETARY, AND EOr61DENDAL MATERIALS Or ACOBSEN UWACTURING INC, SUOL MATERIALS ARE PROVIDED TO THE REMDif rcR s0EU1c P wpms AND MUST BE TSPT ccNnDENTµL AND SEOLET,ROU OTHERS I! BY: M.T. DAIS: 2-8-99 REV. LETTER DRAWING nnE: NORM. SPACING TABLES DRAWING NUMBER AD—TD-0072 51 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SNOWING JIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE TZ—DOYN WWD s SEE NOTE 5 FOR WIOWW HMT N ANGLE FIGURE 10.3 OF HOPE (1TP.) SEE FIGURE 7.0 FOR ALTERNATE TIE —DOWN WHID REF. CALCS. c 1,� _ g 2. G l q 2. NOTES: - ,--�.. - ....;•r �, UC';.• GIST E ! �'�. 1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES. 44 Aft • Q No. o 2. SEE AD—TD-0072 FOR QUANITY OF LONGITUDK TE-DM STRAPS REQUIRED. 910334 3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REWIiiEMENTS dW.-W •: 4. SEE FLI L AODElDLN FOR ADDITIONAL REQUREMENTS. : 5. ZONE 2/0FUSIRE V: 56" MAXIMUM H3WT STATE OF ZONE 2/DPOSLIRE 'D': 56' MAp1IAN HEIGHT ZONE 3/DPOSIIRE 'C: 56' MAXIMUM HEKOIT ZONE 3/DPMX V. 56- MAXIM M HDGHT � S•. JACOBSEN HOMES MSE SKOFC;>� ;I; DRAW& ARE ORIM4. PfiWXTMY. AND OOfDOiTIAL E1300P.O. BOX 368 MATERIALS OF 4MMSEN MANUFACTURING „ W_ SUCH MAMULS ARE PROYM TO THE SAFETY HARBOR. FLORIDA 3469 REcsIE1+T FOR S'E= RItI M AND UM BE PHONE (777) 726-1138 NM CONM MAL MO 2QtE1 FROM oiF M WINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L APPROVED BY I-N14 Rc'�IYIIYr•IHiC1I1®N5E INC. �i1i�41AlY��YAq r: M.T. oATE 3-1-11 TITLE. FIGURES 10.2 AND .10.3 "UMBER: AD-TD-0073 52 i ADDENDUM �g�5 OFFSET TIE—DOWNUNIT TABLES XPPC ZONE I & III/.C& D 1 LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE If WIND ZONE Ill Mn m v FLOOR Wl01H A. O ETD ff NNGE E IL 6 Ell OD ff ANGE CLE u EA SEC1101L HL A FA SECTION lol. A O 12'=0' 3 41' 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 WIND ZONE IA SPAM � mm maF SPAM � ANCHOR ANGE IMOTTHH EAVE OVERHANG 12'-0' 12' 5-0' 31501 40' 4'-0' 31501 39, 13'-4' 12' 5-0' 31501 41' 4'-0' 30001 40' 154 12' 5-0' 43' 4'-O' 30001 42' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE p WIND ZONE NI QTY. ANCHOR LAN. on AMOR FLOOR WIDTH FA END OF AUNaE EA OF ANaE O EIL H:1Ion sE 0 u N. Ell SEC110N m IfL 0 4 45' 4 60' 3 45' 3 60, 3 .45' 3 6(r VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WID ZONE I WIND ZONE M SPAM LOADBL D ANM MIRE SPAM LOAA ML D ANQIOIt ANGLE FLOOR NTH OVEERRHANG 12'4 12' 4'-0' 31501 40' 3'-0' 30001 X IS-4' 12' 4'-0' 30651 41' 3'-0' 30001 39' 15-4' 12' 4'-0' 30 51 43' 3'-0' 3=1 41' NOTES: CAI,Gs, C- sv - 1-6 ,ol- ►(, • l'Z ETNarmt A P. .�1.,, c� ,. p ., REF. cucs C- v- i ��ri T 17,oS 1. OFFSET SEC110N lMM 111E MARRIAGE LINE WALL EXTENDING DEMO THE ENDWALL OF THE ADJACENT SECTION MAST DE TIED DOIIN AT DE MANAGE LDE DN ACCORDANCE � ' tiFi �d� 1� q�; ?i �. '�D BY �� • Y •. TMTH THE TABLES AMM THE SIDEWALL SIDE AND THE ADJACENT SEC110N(S) ARE TO BE TIED DOTIH IN ACCORDANCE MIN THE NORLIAL SPACING TABLES (SEE AD-TD-ODIO ' ' JUN FOR 12'-0' & 13'-4' WDES, AND AD-TD-0070 FOR 15'-4' WD% 2. SEE AD-FD-0001 FOR ADDITMAL REQUIREMENTS I INC. I SEE AD-TD-0081 ALA6NM FOR MPER HEIGHT REQUIRED FOR THE LOADS TABULATED ABOVE y ,� .• ••.2 ORI�p:•' �4+Qi '• L v • L ANANUFLICIURED HOME_ •...... • JACOBSEN HOMES TrM SPEaFl TM AM MWA :flits,'`` •T- DAT>r s-8-o4 ' ' LErTE� ORAW 6 111LE OFFSET SPACING TABLES P,o. aox 3es A . DI MN. PRaaIuwK AM W IN" DF .U1COM MW W. MW MAXIMS ME m DRAWING Nl1MlER AD—TD-0080 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 728-1138 KNEff Fdt 6Pffi1C PIn WO WT 011608mK AID srxsLl Of 53 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG TIE —DOWN SPACINGS FIGURE 11.0 SE F1TaZTRB 4.0 MR &UI E Tffr-DON 1=D TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR MAIM HM [TARES ON wm-m an my W 1E STANWO M0.A-NNE SEC➢tFls OF BE WT -SEE WE t AO-m-OOK] TIP. FLOOR SYSTEM-� 1.1----- ANONOR ANM —4 It IF I-- Alm ANGLE ANGLE ANGLE FIGURE 11.1 sm nm &e FOR lL11Dil m m—1 ow s® MGM ANGLE-1 IR �C g vC4 9.G I FIGURE 11.2 17,08 61 FOB A MOM 'IN-DDIN 1D1MD NOTES: WV.ALf7 •4Pf ",'A r.. O� v ~ UAMA ArMVAL BY 1. SEE AD-TD-0080 FaR SPACING TABLES (OFFSET sEcnGIN ONLY} ': �f EFI •..` C�� PPROVED 2 SEE AD-1D-0000 FOR OUANITY OF LONGIMAL TE-DOMN STRAPS REWIRED. '• r (OFFSET SECTION ONLY) '. o. 00454 e 1 SEE OTHER DECALS FnR BLOCKMIG (PER) WUANTITY AND OTHER REWUIROOTS. • ,JUN 4. SEE AD-TD-0001 FOR ADDITIONAL REWRBIENTS. �' vq „ INC. S. ZONE• 2/EWOSURE V: 48' MAXMUM HEIGHT• ZONE 2AVOSIIRE V: 40' MA)ONUM NXHT-36' FOR 12'-(' WIDE UNMTS 'C': w '� 9�.•'•., fi� „�+� P : •••(`a •�(�,�� fijS� ERAL NLIFACTURED HOME TRUCTION AND SAFETY STANDARDS ZONE 3/EXP06URE 48' MA)OMUM HEIGHT ' • `.... • • % ZONE 3/bE061ME V: 40' MA" F10GFIT JACOBSEN HOMES xonca 'r ,4 1WX SK�,M AM DRAOM ARE : pJtI1wN : M T. DALE 6-8-04 REV. LETTER: DRAWN; TITLE: FIG. 11.0, 11.1 & 11.2 P.o. eox 368 wavu , TANr, me ca+ mix MAIMA1s OF MANU WWRNG AK PROADEDmO SAFETY HARBOR, FLORIDA 34695 p�D�IDI�F FOR 9 IVM AND YBE DRAYN NUMBER: PHONE (727) 726-1138 MPT OINAL ANO WE FROM Dun AO—Tp-0081 54 99 Z8O0-(I1-OV 'Sma F" MIS mn 1vtLKM 2 1431 sett-szt (/Z4) 3NOHd �a SIMN 0rt MO 3@ tsm as s3WdWW YMM t OJ IN3W V seeti£ Y018013 'aoeavH At3lvs 07l '913 :311u "VW�atu0vlrwm N3S8 3w eo strlultvn >ruraaM mn xar11ad0tW -vWbO 3W SDNV&VtO OW SNOMAN336 353K SHN014 NgSgooVf :a31131 'A38 31Y4 A8 NMvsa 90110N .���dIO/y/ 4� •..r d '•,�b� 'SLNRCUMa IVNOLLI00V a0i 1000-M-Or 33S 'r fJo v I VJ-S ; 0' UNln3a MS SM0 ciw uLLwno (a3w) 9Nime soi 51n130 amo 3k 'C (11N0 N01133S LEE) 17EE016 03aIn03a sdrals NKoa-311 1Y1t1f1LDN01 !0 uINVt10 ao! MW-M-QV 33S Z .. UINo NOIL33S 1Mli0) SMI JNOWS a0! ONO-e1-OU 33S '1 '•...%iO�b3 S��ir11a�Y�aNn►i3 •S�bl� N01109S '.071/17 -3 C-) 90J Z•II GNV I'll Mf1 U 99S 0 *ZI allf10ItT SUMS WOO-311 ONiMOHS (NOMS 13SIf /M) NOI1VA313 MIS 1V3kLU WRZSAS MOQ-BIZ ZINII IBM RZVUHZZV MONRGR ADDENDUM�v��S SPA ING S�'� 108" HIGH SIDEWALL TIE -DOWN TABLES 1 ZONE II & III/EXP. C & LONGIT INAL TIE -DOWN SPACING TABLE E+1 MIN. WIND ZONE I WIND ZONE IS M on mm m on ANm V FLOOR Volf ff ANIiE Ell OFK. sEcaDli z � e EA. sEcnoLl s Mx s 26'-T 3 42' 3 53' 30'-8' 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN i SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE N SPA= Lm AKHM ANGLE SPA= °�� ANTNOR mu IMOTHH T OVERHANG 26'-8' r 6'-8' 31501 40 -50' 5-4' 31501. 40' 5O' 30'4 1 6' 1 6'-8' 31501 40 -50- 5'-4' 31501. 40 -5(r LONGrwU INAL TIE -DOWN SPACING TABLE MIN.. WINI) ZONE I WIND ZONE WI aT affAIL rSEeCc'y man WL OTr. EA iID ff N#= ANGIE FLOOR WID1H 1!L ® EA. SECII01 1!l 9 �Q 26'-Ir 4 41' 4 5T 4 51, 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE N SPAS � ANON MU WNW Alvan ANGLE FLU OVERHANG LnA" 26'-B' 6' 5'-4', 31501 40'-50' 4'-0' 31501 40'-45' 30'-8' 6 S'-4" 31501 40'-50' 4'-0* 31501 40 -45' WANCIZONE m (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALLS , EN IL• - ; DAPIA APPROVAL: •� �<;�'` q:.y .'3 APPROVED BY 1. SEE FULL AD IX01 FOR ADOITOAL REOUI01ENTS No. 0045484Oro 2 SEE AO-1D-00!!4 FOR MAXMN PIER HEIGHTS WOUIF0 FOR TW LOADS TAEiU Alm ABOVE. .t a INC. FEDERALMANUFACTURED HOWE CONSTRUCTION AND SAFEPfSTANDARDS JUL � JACOBSEN HOMES NOTLC& TIME AM IAt� AW � DRATt1 BY: M.T.07-20=04TIME DATE REV. LETTER DRAANC TITLE 108' HIGH SIDEWALL SPAaNG TABLES Elqmpo P.o. Box 36e a MAL RMFE NIT. ND fmrl Wm& '"T°°"s °F "0°�O1 """1FAC"1so pC WM MAWIMS AWE FR01tU 10 1K NU1i M AD— TD-0083 SAFETY HARBOR. FLORIDA 34695 ULM PHONE (727) 726-11 M RBc>PExT Fat V MM F11POt�iS NO WO BE NO IfEPT to MENIK NO sF»T FROI OHM 56 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOYANG DE -DOWN SPACINGS TYPICAL CROSS SECTION I I SHOW NG TIEDOWNS Tr. Rm Smu man ANHE AMM IE/D FIGURE 10.0 FIGURE 10.1 T9' OIN;S-lam SEE NOTE 3 PAN VAIMLLI HEIGHT AN010! �� YMNNONE 11 (110 MPH) 20 PSF ROOF 10 PSF D.L NOTES% �1w!rx;.— - wwuA APPMAL 1. SEE AD-Tc-= FM SPAM TAIRM �� G(T,P�IF ' • ��. APPROVED BY 2 SEE AD-1D-00l13 FOR QUANLTY OF LONGIRI L X-000 STRAPS REQURED. �:� .• a 1 SEE OTHER DIETALS FOR BLOOCING M) QUANIITT AND OTHER REQtjFO )ITS. 4. SEE RILL ADDOM FOR ADO11IONAL RECIUREIIEINTS ' S ZONE 2/DWORK V: 36" MANNN HEIGHT + J I ZONE 2/EIMRE V: Zr MA=W HEIGHT ZONE 3/E>�IRE V.- 3S' MAXMUM HEIGHT•_� � "� Q OR.�'' ZONE 3/E�OSIIRE V. 3f MAMMUM HEIGHT �� �i� �T��,fo FEDERAI. MANUfACTUREO HOME CONSTRUPION AND SAFEIY STA%DARUS 6. ALL SPE:QNICATIONS ARE EIASED ON 20' ROOF ANGLE MAX.'Ititt a JACOBSEN HOMES NOT=: rrM SPECI1G1M AD MAU=AK :B>F M.L DATE 07-20-04 REv. Llrrr� P.O. BOX 368 WMXSI. FMPM AY, NO a NfM M & � M"S a MANUFACTURM NG SM MAMIANS ARE PROM to THE DRAMNC 11TLE;d. FIGURES 10.0 AND 10.1 SAFETY HARBOR. FLOMDA 34695 PHONE (727) 726-113E REOpR FM g =Nis MD Mat K NVT mcmDau M gMT Nip opt NW AD_TD— 4 57 ADDENDUM �oR 108" HIGH SIDEWALL TIE —DOWN SPACING TABLES ZONE II & IU/EXP.. C & D �� 0 V LONGITUDINAL TIE —DOWN SPACING TABLE MK WIND ZONE I BOOR • WL Orr. ANonoR MOM EL EID OF MU EL St= lm , i WIND ZONE II v m EA N OF EA Icnol mar+ MOLE w B 23'-4' 2 58' 3 43' 62' 3 457 VERTICAL TIE —DOWN FRAME -"TIE—DOWN SPACING TABLE NN. FLOOR W101H MAX EAVE OVFANANG WWND ZONE I WIND ZONE >I SFA= - ML HEAo toga MOO ANGLE SPA= DBL FEV LOAD ANOIpi ANGLE 6'. C-8' .31501 49' S'-4' 3150 45' 24'-0* 6. 614' . 3150 49' S'=4' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE MN. FLOOR WIDTH WNN D ZONE I WIND ZONE IA Nil. OT1. E SM OF EL 5[cTIQI mm ANGLE YN. i lilt 4n EA. END o< EA 5Ec1101 ANDU ARM Y!L i 23'-4' 3 48' 4 43' 24'-0' 3 ST 4 .45' NIL MAX FLOOR EAVE VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE WIND ZONE I WDVD ZONE II GDL WA IL Wac LN ANm ANGLE SPAONC LOAD 1. SEE FM ADDEHOUY FOR AODIAONX REM 2. SEE AD-M-M FOR MA7lWIA PIER REDO TABU.AIED ABOVE. 4- 31 47* 4'4 4' 31501 41' 108" MAX ODEWALL HOW W. CA= ' �'�=� ter• LIM FOR THE LO �+ .{ d 6 SUTE : G /* 000 ANGLE 43' 43' w1ND-- (110 MPH) 20 PSF RDOF 10 PSF DL APPROVED BY ON Dec I• 13,2006 NC: iiD91Al rAHucwerulEo More CgnSTK C WX Ale SPSM STAMDMDS Nomm aa!!I SOW 81: DA1E JACOI SEN HOMES msEvwncAunA1mDRAMMAME R.R. 11-28-06 ORIGIIIAL ►MPRICDML AND DRi1)EMM DRAlWO ATLE: MA70 S OF &COM MANIXACI M m P.m Box Sea Ave SUCH "UMALS ac rwmm 10 lK 108' HIGH SIDEWALL SPAaNG TABLES SAFETY BCMi, FLORIDA 34695 rjumw ng Sdt[A'IC pillow Ale i9w 1E DRAWNO NWBER: ON gc NAR(%.) 726-11 as wl cmnwmL m sou nm amn AD-TO-0085 58 ADDENDUM _ TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION . SHONIING lE—DOWN SPAM . TYPICAL CROSS SECTION SHOVANG 1TEOOVOIS su um WA 6 rWME or VA I11P.) FIGURE 10.0' TV. ROIR S1150-7 TV. Alm ME at A4PR o SrABLm — 11svm WIN ARC WNT 1En m FIGURE 10.1 REF CALLS _'a1i:31 s sg tar[ s fm rAUAA1 Hover % WRONE 9/0 ' (110 MPH) 20 PSF ROOF 10 PSF O.L 1O 1. TD-Does FOR SPACING 7ABLE5..•�tv `• t �....... ���`Id,♦ CAM APPROVAL: .vim APPROVED BY L SEE AD-w-m FOR Oimm Of Lamnax 1£-OOMI s1AAPs REoumD. . �l f`• : ..+ 0 3. SEE ODIFR DETAILS FOR BLOWC (PER) WANnTY AND OTHER REDUMENTS. S 4 jy?.ON- 4. SEE FULL ADDENDUM RX AD01RO K REOADEHrs Dec 13 2006 o'09 S ZX 2/E0K � C: 44• V IN HWff ZONE 2 DAME V. 2r MAUN KWN •; ��' P ZONE SSLaE Y•: M• 41A1D1REx;FrT A1 H ZONE 3/bPWJK V. W MA)DW HE16NT .n ; • •� �, P .'t ; FEDEN111L t.Aws I eio.rc CONSTRUCT M AND SAreltr STANDARDS5. ALL S9ECi1C T06 ARE BASED ON 20' ROOF ANO.E MAX AND 106• MAX • � l�ai� • ��/ � ••� r �i� %,• SIDEWALL HERirL �•• �ti JACOBSEN HOMES p:S Dm s� � A1NM AK . t R.R. DATE: 11-28-06 RM tEm ■ ON MAL PAOrRIum"CofLE m DRAN C 1IR ' \� P.O. Box 36e XWILs OF ACOtM M IWACRR6NC nWW7E1 c SU01 VU ARE MON D To 1fI[ FK;URES 10.E AND 10.1 SAFETY HARBOR, FLORIDA 34693 PHONE (127) 726-1135 N9 1lot i�Crt rtnragS AND Mw BE 1 cclo tAl AMo sorclnror cbm DRANK NUMBER AD-M-0066 59 ADDENDUM (108 PIDEWALLP) d�� �l& V% NORMAL TIE -DOWN SPAdINC TABLE, P '�`�. 0%XA ZONE Il & III/EXP- G & D lw LONGFrUDINAL TIE -DOWN SPACING TABLE Vik- FLOOR who ZCK n "zow is K 0Tt Ek � i 4t1 a 4n.W. Ek S%E Qk 4k 0 2 53' 3 40' 13 -4` 3 3T 3 45 15-4` 3 45 4 40' VBRTIOAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE VN FLOOR ODTH VyL EAVE OYERMANG JAD ZONE 0 fmo ZONE NI VAX w Aom AIIaE4 SPA* VAX A1PM AI(a * 12'-0' 6' EACH SDI 5'-4' 72` W TO 40' 54 w 45' IS 4' 61 EACH SIDE 1 5'-4' 80` 3' TO JIT 54 42 45 154 6` EACH SIDE I T-4' 80` 40' 5-4' 48" 45' LONdI TUDINAL TIE-- DOWN SPACING TABLE oN FLOOR 1%�+ ZONE 11 ft ZONE to oTt CT OF A mmEk ro aTt BA. 1CRON 4k e 12'-0' 3 44' 4 40' 13'-4" 3 52' 4 45' 4 56' VDRTIGAL TIE -DOWN / FRAME TIE -DOWN OPACINU TABLE FLOOR *DTH 12'-0' 13'4 YAz EAVE OVERHANG 6 EACH SDE I 6 EACH SIDE 6" EACH SSE D ZONE ZONE at SP,* 4'-0m 4'-0' I 4'-0' VmR 72` 12` SO' �' 37' 40' 40' SPAoNc 4 -0' 4'-0' 4'-0' VMm 34" 38' 42' AI{droR,W, 4 40' TO 45' 40' TO 45' 4710 45' NOTE: WHEN ANCHOR ANGLE FRC4 VERTICAL CANNOT BE REF. CAMS. ACHIEVED, ADD APPROVED STABILIZER PLATE. �: c a...• (SEE NOTE 15 FOR HOLIES SET IN FLORIDA)`��j. 's► NOTEd. � Ip� ,�� V •:r DAPIA APPROYAL: __������ .�� (! - `;; 1r.' , <C:/ APPROVED BY ADM40 FOR ADDITIONAL REWRE4ENIS :•we 1, SEE FUl1 - ' 2 TA81E BASED ON AI(CHOR j�01HOT1O LOAD OF �1501 AND DIAGOw TIE TO e ^ . � Mar 25,2009 :;, 7NrA —� INC. i VAX EAVE OVERHANG Rum 70 OVERHANG AT SOE�AL1 NOT FROIIi OR REAR � � / y� � FEDERAL UFACTUREDD SAFE HOME + _ (� 4 COMSffWCT10N AND SAFETY STANDARDS TM � 1/2' 4. AB01� TABLES APPLY TO 144' 160'• AND 184' FLOOR 0OTHS' C ::i _ . �a -B%E SPADK for VAfoVli4 SO*L nT AND 6' �AA>�W SK p � �'.�� c-f , ,� 4 OVERHANG (6' Offlff NG W EACH 90E OF Ut411 •o� S� •., rp.l0P' • �4k, 5. STABILIZER PLATES ARE REOLRRED ON SDE*AIL I (CHORS AND L"TUpNk �I S�' ...... ' '•i �� ANO+oRs gi IN FLORIDA, SEE Dlly RUE 15t 6FEGIIVE yARti1 29 1999 () 6A I DATE: REV. LETTER J ACOWEN HOMED � SKLxO"� UM 1A D.V.T. tz-11—o7 k Pit�RctARX TIAL pRA SIG TITLE: k�ar �oaesEla Ah��� NORM. SPACING TABLES P.O. BOX 368 SM ATUAS ME PROM 10 UK SAFETY HARBOR. FLORLDA 34695 pEDPAi1T rOa stoor nravaS3 AIV.W U —OR-W(; PHONE (727) 726-1138 aPr �oMIOE4�► goE iRdl °7� AD-TO-0087 wn vv ADDENDUM SHEARWALL TIE-DAWN/PIER REQUIREMENTS ER . SA W" ct" go ac so�m — ,. _ °"f CK Js Ilk1 S --- 1 I 1 I M W 58EA"111S (AM XTiul�orrs} I 1 i , 1�M0 Pml siEnRM T r ifE-OostfS Ratan iEWOOiR�S IE�t�IrD §pTr �m Nam r sm NT i SEE NOR 1 SM NOTE i /\ SET: NOTES z Ato I Q A 5a WM 2 W 3. Q TMEA RCab Ms LOCAiION PIOI Icdo i IS LDWO rO WrO THS LOCAT" M Tia A D THS LWArow FIGURE 8, 0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, TmS DETAIL APPLIES TO All SHEARWALL CONFIGURATMS, ALL ZONES. -AND ALL °LF VALUES. xorEs: — o�,A �rP�avx: r. W-034 RGOM"T+= pux Tli-OG1A( sTiur ray W LWATM oc �• PPROVED BY um a AaAs W4" MOK 00 amram AT e0TN1 . , p;�,'!: y OfIIrID AiGQtS TO eC RATfA fGR M UlDYa1t LOAD aF n7o fiSiffl LOAD] ••:'.;: ' W. f� (W AiO-Ta-coal [+a-ao+cRAl 1rorL� � No+r:s a aa�w a� uaru,ro,t� iF •_ �v��' � c-• F •. � �' { B 1 O 2000 L HWU A M AT EUX DO Cr TW_ st[MWU SotsTs rv1 TIQ AII01C OCJAt]� � Q n0. � ' � �¢ E IM ItWM AT CA01 CPO o0 JdSrs REWR7 M a'K-oar, rpW kLa,a Krsl 910334 1 3. >1f�015 tMWA L 5 LOCAit11 *W A 5" XMa iF11L MIT 09W M "eo ERAL MANUFACTURE PINC HBC-OMI SPAn OR AM AW WQJM ($" X W WqL �AUM ALL Um Am ALL ElpQRW-,} $TATI` Ce . 4� L NSTRW710N AND SAMY Si IDARDS nalTcs ,%: Us ^•�••DAM tunk E&BJACOBSEN HOMES '�'r�°fC1'�°"° a� R.R. 02-01-40 B o�lMR'[Olgt�iA�Y,AID-. � P.Q. toz yea W- u cf JMORIA y M S/W AE/PIER REQ. S+F£iT NAR8o1l FLORIOA 310@S pa aq ��� Ramon r� sutc rSJv9as rr ."d .c Drtw+p+c Rwetx: . Pro1+E (rt) .Ito -Tina 1sor Oalr�IvtLq &V gal tWW rnac AD-TD-100 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE —SECTION TIE —DOWNS / MLL40 MAY BE FLAT OR SLOPED SIDE VIEW 1 1/4' X .OW IIE-DOWN STRAP CONTINUOUS ARLXM JOISTS. END VIEW 350 PLF MAXIAUM SHEARWALL DES'GY VALUE (PER WALL) -- 1 1/4' X .035' rE--^,CVrN STRAP CONTINUCJS ARUND JOISTS. � 7�0 NI�YLTIORS �PfiROVAI: •':? . �/L �� - DAPIA APPROVAL LOAD TO BE RATED fOR AN UL111A1E LOAD OF qT5/ [3150 DE9p1 LO ] (SEE AMTO-c0DI [TO-GFNLgAL Roms] roR NOTES oN Qt0U10 Awmi A5TA11Anai] , 'J _'� 1 c_ APPROVED 13Y 2 Y.S7ALL A PER AT EACH ENO OF THE %MARWALL A71STS (PER WE ABC%E DETAILS). - 3. VKH S-EARVLL. IS LOCATED ABOVE A SCUD HEADER GULL Koff CROSS-YDIWR) NO TIE-M-1 STRAPS. OR PIERS ARE REOMED (ALL SHEARWALL CONRCURATXY.1; ALL ZONESt: . . * AND ALL DPORM). 4. TIE-DOW �C" - r��� ^i. I STRAP REOUIRED AT EACH END OF JOISTS ALL DB= Y^ CONFIGURATIONS. ' ., \\, ��� // •.•......•' a\�) `� �• S. CEILM SIOW4 FLAT CATHEDRAL AY BE LIF{OW`VERSR 6. TARE -I' ��� /�u'-ilrll1l IEDEMLYwIs�['!;•c.: .ru( coc:le<aaneu�r.s-wx.�s FULLL WIDTH SHEARWAUS SHOW IH 1Ff DETArt•ABOVE Y LENGTH LITCt�+���`` OR CONFIGURATION SHEARWALL MAY BE USED. M-01 JACOBSEN HOMv ES P.O. BOX 368 SAFE HARBOR, FLORIDA 31695 PHONE (813) 726-1138 >+� SPEanCATIONS AND DRAWNOS ARE OlhGi1Al veorR[tAar, RV eorrueMnAL WATER.uS W JA=SEN MANUFACTURNG W_ SUCH MATMALS ARE PROVM TO THE REOPRJ11 FOR 5F'=R.4POSES Am Val IE KEPT Mwu..NTUL AND MET ntw orrus. DRAAN BY; R.R DAB .2-6-96 ORAMING DTLE: DBL. S W CONFIG. TIE -DOWN DRAWNr, NUMBER: AD—TD-0110 62 COUNG MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI ' SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPUCATIDL4) (SDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. TO 35' I. SOUND ANCHORS TO BE RATED FIB AN LATWATE LOAD OF 47251 [3150 DESIGN LOAD) (SEE AD-TD-DO01 (TD-iIENERAL NOTES) FOR NOTES ON CROUND AN04OR INSTALLATION.) 2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). 3. WHEN WARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO C TIE-DOW4 STRAPS OR PIERS ARE REOURED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES AND ALL EXPOSURES1 4. TIE-DOHS;N STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS 5. CEILING SHORN CATHEDRAL OR SLOPED, FLAT CEILING WAY BE USED. 6. FULL WDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER, ANY LENGTH OR CONFIGURATION SHEARWALL MAY BE USED. 7. THIS DETAIL UAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL). 1 1/4' X .035- TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. APPROVAL - John C. Doede6j.E. 15133 C. R. 22 Goshen,IN 46526 IWN IS A TRIPLE WIDE RAFTER, ) APPLICABLE TO STANDARD BLE WIDE TRUSSES. JD VIEW X .035' TIE -DOWN STRAP UOUS AROUND JOISTS. DAPIA NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS 0iEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED, (I EACH SIDE ADJACENT TO SHEARWALL LOCATION) APPROVED BY � I 1 P[OlJIAL wr VAtT W p Ka�E Oo aTiucTlol Aro wm nw�xx ■ „ JACOBSEN HOMES P.O. BOX 368 THEsE sPECInCATaNs AND O URM AM MONAL PROPRIETARY, AND "I MAIETIALS OF JACOBSEN MANUFACTLRINC INC. SUGH MATERULS SAWN BY. R.R. DAB 4-09-96 REV LEER DRAWING $/H► CONFIG. TIE -DOWN SAFETY HARBOR. FLORIDA 34695 PHONE (813) 26-1138 726-11 ARE PROMOFD TO THE REOPONT FOR SK= PUWM " "I BE IVT OXDOITIAL DRAWING NUMBER: AND SECRET NROM OnM AD-TD-0111 63 PORCH ANCHORING DOUBLE HEADED 3,1! NOTES: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING X .035" TIE -DOWN STRAP JOUS AROUND STRAP BLOCKS. REF.`,CALCS ., FNdNLfR'APPRDVAL• , I JACOBSEN HOMES 1NESE SPECi1G1TIDN5 ANrlo6 AND DRAMNCS ARE MONAL. RWR1ETARY. AND _COfiDF 7M „P.O. BOX 368 ll 11ATMALS OF rADWSEX UMWAC1 ftX M SUCH SAFETY HARBOR, FLORIDA 34695 KOWITIT fCRR �EOFX W AM V 51 BE PHONE (727) 726-1138 KEPT Om fmDmx AND g7F_T MIN OMM DRAWN BY: %MNDZONE III EXPOSUREIC (110 MPH) 20 PSF ROOF 10 PSF D.L cwff- ia8.oi - 1 og,.0 7 PROVED BY lI VC. :DERAL MANUFACTURED HOME INSTRUCTION AND SAFETY STANDARDS We Jl t w M.T. DATE 12-13-03 REV LETTER: DRAWING MXE: PORCH ANCHORING AD-TD-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) FLOOR CRIMP SEAL (3150/ WORKING LOAD) 6 x Oy O�VERiICAL TIE -DOWN Yy TYPE 1, FINISH B. 4„ 4� GRADE 1 STEEL STRAPPING 0 1 1/4' HIDE k 0.035' � /E IN THICKNESS, CERTIFIED BYLj A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD O SPECIFICATION D3953-91, O STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. RADIUS CLIP I— `_I —III —III— RADIUS CUP MUST BE INSTALLED ON _ ALL TIE -DOWN ANCHOR BRACKETS —III III -I (INSTALLER TO FABRICATE RADIUS CLIP ANCHORING EQUIPMENT I I —I I BY PLACING A STRAIGHT 3' LENGTH OF CAPTHE WORKABLE OF ING LOADSISTING ' -III-I I I —III— 1 1/4' X 0.03s' TIE -DOWN STRAP REQUIRED ON THE MATERIAL IN ANCHOR SLOT AND BENDING TIE -DOWN SPACING TO —III-I I TO FORM THE CONFIGURATION SHOWN.) TABLES (SET_ OTHER I I RADIUS CUP MUST BE INSTALLED TO PROTECT SEE OTHER DETAILS DETAILS FOR TABLES) I I—_ I l I —I I l— THE 71E-DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT FOR ANCHOR ANGLE. I I -III —III -I I IN THE BRACKET 'QL]DP r THE RADIUS CUP. CI„D,,,, NOTES: �l7 ovANO O'• DAPIA APPROVAL- 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME ENE870357 PROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL rAll— BY AND INSTALLED BY OTHERS- ON SITE. -ON - T.; F r ;om-IfT JUN2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING per;•, ��! c�4'�: �' S19 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ', !1/3�A T•' `�. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �''o4/0lALT'F%%.11%% oaaT�`n+cta�loseR1T WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR SR µD _pp OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS NOTUC& DRAWN BY: - DATE REV' EV LETTER: HOMES TKSE SPEQDUT� AND TMANNCS ARE C.L.Y. 5=31-95 oreTERIA OF, AND COM CARL{L DRAWING nTIL ALT. TIE -DOWN APPL. A bm P.O. BOX 368 YATDbAlS OF PCOB9<N YAHUFALTOTHE SAFETY HAR80R, FLORIDA 34695 R+G � YAIEMAI$ ARE PROWID io THE RE6'D!f /at 9Rmc R/8045 RO M1S1 � DRAWING NUMBER PHONE (B13) 726-1138 WT CwwIm ND man Ina omm AD-TD-0200 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) FLOOR lz_ IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH. — IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH A WORKING LOAD OF 3150 POUNDS. to e 0 /1 Ct 0b t DIAGONAL FRAME TIE . I• ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE —DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I: SEE OTHER DETAILS FOR ANCHOR ANGLE. 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 REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. (SEE (RADIUS CLIP). IF NEEDED, USE VERTICAL TIE —DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WADE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. ```1ttt11111I1!III����'' 910334 -a STAT C CIF N Al NOTICE/ J AC O B S E N HOMES TNESE sKanCATIONS AND DRAVdift ARE ® CRIONAL. PROPRIETARY, AND MIFIDENTIAL ■�� P.O. BOX 368 MATERIALS OF JACOBSEN MAINTACIt"D INC. SUCH MATERIALS ARE PROVIDW TO INE SAFETY HARBOR. FLORIDA 34695 RECPOIi FCR SPECIFIC PUIMSES"UZI BE PHONE (813) 726-1135 IvT CDNimENRAL M© XCRET rROM DTI DAPIA APPROVAL: APPROVED BY 10f23W NilREVISED INC. FSERALMAN iACil/IED maslRutlnN AND aArt�rlSrANowos R.R. DATE- 10-05-96 REV LETTER: ALT. TIE -DOWN APPL. A 9IMIII014rej 66 ADDENDUM COLUMN TIE -DOWN APPLICATION 'A' COLUMN 'B' (COLUMN SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR '0' COl1JYN 'C' COLUMN TX' l� SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b' r SEE TABLE FOR SPAN COL T SEE TABLE FOR MAX SPAN FOR COL 'G' COLUMN 'E' COLUMN 'F COLUMN 'G' SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN i MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORING REO'D COLUMNS W. 'C', '0' OR 'E' COLUMNS TI' OR 'G' COLUMN 'r (SEE AD-TO-0251, AD-TD-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-M-0253) SEE NOTE 1 EXP. 'C' EXP. V Ems. 'C' EXP. TX' EXP. 'C EXP. V EXP. 'C' EV. V Ems. 'C' EXP. 'D' EXP. 'C' EXP. 'D' 2 - 31501 ANCHORS 4Y-0' 29'-6' 3Y-9' 23 -7' 4S-0' 29'-6' 3Y-9' ' 23'-7' 4Y-0' 29'-6' 33'-9' 2Y-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 1 - 40001 ANCHOR 27'-3' 18'-9' 21'-5' 15'-0' 27-3' 18'-9' 21'-5' IS-0' 21-3' Is-9' 21'-S' I IS'-0' NOTES ENGINEER APPROVAL DAPIA APPROVAL - APPROVED BYE 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. 1 5 2. SEE AD -MD 0001 FOR ADDITIONAL NOTES ON ANCHORINA .)U') INSTALLATION. John C. Doeden, 15133 C. R. 22 INC malwKrO�AiOSNiT►r�/G11D1 Goshen, IN 46526 JACOBSEN HOMES MonDrtINAL. ,I P.O. Box 368 SAFETY HARBOR FLORIDA W95 PHONE. (813) 726-1138 NOTICE: lKSE SKM runONS AND DRAW= ARE PROPWARY, AND WOTOOITIAL MATERIALS OF JAIDN YANXFACIURWC we 9 H MATERWS ARE PROVIDED TO THE KWW FOR 9'I0M H1 FM NO "I BE IVT OONFMRAL uo 9:OIET rK9 OTMOM DRAWN BY. C.L.Y. DATE: 5-31-95 REV. LETTER: A DRAWING nflE COL. TIE —DOWN APPL. DRAWING NUMBER AD—TD-0250 67 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LINE OF MULTI -WADE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1 /4' WIDE h 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR ANCHORING EOUIPMENT STRAPPING, FLAT STEEL, AND SEALS. CAPABLE OF RESISTING 0 THE WORKING LOAD 0 0 OF 3150 / MIN. 0 ANGLE SHOWN. 3Y ANGLE I I -III-I I I = 35• ANGLE =III=11 � ANCHORS INSTALLED 24' APART COLUMN' STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS (3150# EA.) NOTES: ETA`I or, * DAPIA APPROVAL• 1. ALL ANCHORING EQUIPMENT SUPPLIED •�```� '('rl`STER•ON0. O': i� F 2 ED BYA, BY AND INSTALLED BY OTHERS— ON TE. Q' y AFf= 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ T ENt87173571 • * c =� 1 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— - •+JUN ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE -- �` '• �^,� �•''��.� ram, i,,,INC OF EXTERNAL STRAPS OR CABLES. '-.,Ff �I�• 'y(j� ��`� caalRscTlo~Mwsvtnra�oisl sioi;* E`,%%% NO71M BY: DATE REV. LETTER JACOBSEN HOMES 11CSE SKQnCATIONS AAO DRAMNM ARE C.L.Y. 5-31-95 MMNAL PROWIMT. Am Cauixxn& DRAWING TITLE „ MA700a OF ACOBSEN MA"ACWWG P.O. Box FLORIDAMc 910E MATETEALS ARE PROACM TO WIC COL. TIE -DOWN APPL. SAFE PHOTY NE 70RI695 D tug Mio M FROM Me W K DRAWING NUMBER: AD- TD-0251 6$ . ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LINE OF MULL -WIDE . FLOOR II FLOOR `—VERTICAL TIE -DOWN TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING 1 1/4- WIDE k 0.035- IN THICKNESS, CERTIFlED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR ANCHORING EQUIPMENT STRAPPING. FLAT STEEL. AND SEALS. CAPABLE OF RESISTING Q THE WORKING LOAD Q OF 3150 / WN. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH101R,,. (3150#) NOTES: D "V ",� DANA APPROVAL• _ `��,O.Q�G` T 9 oO2 i. ALL ANCHORING EQUIPMENT SUPPLIED PROVED BY, No BY AND INSTALLED BY OTHERS- ON SITE. NES% 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- _= INC 5 10 . ATION. •F � • - I V 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ���•. 6 4 ts WHERE THE ANCHORING SYSTEM REQUIRES THE USE '.� �� '• NO1 .•'•�� `�.` "�AwsAltir OF EXTERNAL STRAPS OR CABLES. N0710E .. 'AIM BY: DATE: REV. IETTFf> 17=JACOBSEN HOMES TNF.9: SPEOITGITIOS AND DRAW= ARE C.L.Y. 5-25-95 ■ 01MAL PRWKTARY, AND ODN►WTM DRAWING ITLE: MAlD°AS1 OF xcoM WkffACVWG P.O. 80X 368 JNc COL TIE -DOWN APPL. ,I EXT YAIEIDAL9 AR[ FRONDED TOM DRAWING NUMBER SAFETY HAR80R, FLORIDA 34695 RirpptT Fat gECiIC gApo93 AID NM If PHONE (813) 726-1138 IC" D]IrwR4 Am YDi1 nKu amm AD-TD-0252 R9' ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 / MIN. C MARRIAGE LINE OF MUL1I-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 ASTMI STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE, GROUND ANCHOR (4000#) 1111111111 NOTES: ENONEE(� AC DOE �ii, DAPIA APPROVAL• 1. ALL ANCHORING EQUIPMENT SUPPLIED `O`: •G1STE�' O� BY AND INSTALLED BY OTHERS- ON SITE. ' F ' '� Q No. o . PPROVED BY , 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING ENE87 '4- jM 1 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- c �� ATION. - 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �/ INC lr414 WHERE THE ANCHORING SYSTEM REQUIRES THE USE :�0�;•. / �[ ���� OF EXTERNAL STRAPS OR CABLES. '., c�` '•'.•O A \��.����TM� JACOBSEN HOMES TWSE SKOrANMNS AM DRAW= AM OTICEkiD�'r"'B C.L.Y. DATE-REV.REV.�r1ER a "Ul" PRavIa IARr. AM Caemmm DRAWWG TITLE: P.O. BOX 368 „ MAT04LU OF JACWSEN MNUFAC'PMC W_ 9M MA101W.5 AK PRDVM To THE COL. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34695 1 KCPDIT rut SPEI X RRPM AM WS1 K ORAWWG NWBER: PHONE (813) 726-1138 WT t�WWTK Ate smrFT m omm AD-TD-0253 70 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUMN % - _ _ _ _ I— SEE TABLE FOR MAWN SPAN FOR COLUMNS 'A' OR r 'C' COLUMN �cau►m I APPROVED BY I� SEE TABLE FOR MAXIMUM SPIN FOR COLUMNS oR b' _ SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX. SPAN FOR COL 9MANUFACTUREOidOFtc FED RUCTIONANDSAFETY STPIDAROS MAR 0 3 1999 'E' 'F' COLUMN �COLUMN — �COLUMN — ISEE TABLE FOR NAXINIUM SPAN FOR COLUMN i _I MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORING REID (SEE AD-TD-0251. COLUMNS 'A', 'C, b' OR'r COIULNS 'B' OR 'C COLUMN T' AD-TR-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-'ID-ff4 SEE NOTE 1 DP. 'C DIP. b' DP. 'C EXP. b• EXP. •C EXP. b' EXP. V EXP. b' EXP W EXP. V W. V EXP. b' 2 — 31501 ANCHORS 31-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' V-4' 25'-6' 29'-4' 20'-4' i — 31501 ANCHOR 18'-6' 12'-10' 14-7' 10'-3' 18'-6' 12'-10' 14'-7' 10'-3' 18'-6' 12'-10' 14'-7' 10'-3' 1 - 40OD1 ANCHOR 23'-8' 16'-4' 18'-7' IS-O' 23'-B' 16'-4' 18'-7' 13'-0' 2S-8' 16'-4' 18'-7- 13'-0' REF. CALLS. C %v O S: FNGI •• �c� �•,, DAM APMAJ;AAQ 0 3 j levy 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 `. VQ.•' G�STERF •. � ' ;'Q� N0. •••. APPROVED BY FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES 910334 = ON ANCHOR INSTALLATION. way z OF * Q- -o STATE �� 9p '•., / tJP`• DIN•.•• ,,,,E JACOBSEN HOMES >� sKowTTons � WAWINcs ARE'Nftflff M.T. oATE 2-9-99 REV.LEITER DRAYANC TITLE: ■ ORIGINAL PfloPWAm. AND CaIfLENU& �� P.O. BOX 368 UARMALS OF M N ""'"'F"`TO THEING INC—we such IIA1f1sf/1S NtE PRCNOED m THE 184" WIDE COL. TIE —DOWN APPL. DRAWING NUMBER: AD—TD-0254 SAFM HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECRW FC(t 9EOFC PU FOSES AND IAM K WPT WOM NM AND 9i0ET Inal ones 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 24' SEE NOTE 1 NOTES: 1. LARGE OPENING =ANY OPENING WIDER THAN MAX 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / MAXIMUM TIE -DOWN SPACING REQUIRED ON THE AP TIE-DOAN'SPACING TABLES (SEE OTHER DETAILS). 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN U 4. SEE AD-TD-0001 FOR ADDITIONAL REM EMENTS. rv.Vrvw Iu111 11L—Wnl\ .11nj un Anwa { BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXBM SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 27-0' (241 FROM EACH END OF THE UNIT. TIE -DOWN SPACING ALLOWED. ERTICAL TIE -DOWN SPACIN, 3 ] DOES NOT EXCEED THE 'ROPRIATE VERTICALARAME TIONS. ```01111IIIILL1111" ```c DO ZfEl"PRIVm; 'O ENE8703571•' IONAL 1'111111111111100% ANCHOR BRACKET AND TIE-DOINN DEVICES ARE CERM D BY OTHERS 'ROVED BY- AW I.5irp 1995 .::.:._.IEDI INC w: •r vc a: m Fwa1q JACOBSEN HOMES � TN°4,Ml+ n¢sE SP1:CLf1fJ1110NS AND BY: DATE � C.L.Y. 5-31-95 REv LETTER: P.o. BOX 368 DIG111fCS AK DWaNAI. MU WEURY. AND Oota10ET1ML MATERIALS OF JACOM MANNACTLRWC DRAINING TITLE: TV. SINGLE WIDE T/D „ SAFETY HARBOR, FLORIDA 34695 REEMN la � R�Ia�ae s No mm LIE DRAWWG NUMBER: PHONE (013) 726-1138 Ian cONtoo1>tk MCI TAV nm pm AD-TU-0300 72 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' URGE OPENING SEE NOTE 1 n n n n n n n r COLUMN SUPPORT TIE -DOWN STRAPS REOLiRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' N WIDTH. MULII-WIDE FLOOR SHOWN SEPERATED FOR CLARITY 24' FI v V V V V V V 24' [2j STANDARD VERTICAL LIE -DOWN STRAPS OR ANCHOR R BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXOM4IM SPACING ALLOYED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR DRACKEIS TO BE INSTALLED A MAXIMUM OF 2'-0' (241 FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL 11 811"li'' ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL C. D p �. N F NOTES: vA� �: •.• /L �� DAPIA APPROVAL• N0. O I. LARGE OPENING = ANY OPElGNG WIDER THAN MAX TIE -DOWN SPACING ALLOWED. NE8703571 - OVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI , SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE TA F, OF J MAXIMUM TIE -DOWN SPACING REOMED ON THE APPROPRIATE VERTICAL/FRAME '• ( 4, TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). 5 I1995 INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.�] J' • r��wrrKfKtVmNDe 4. SEE AD-TO-0001 FOR ADDITIONAL REOUIREMENTI AN01�6fT/N 1i►1 TIE -DOWN MOi"�"'°1°"`r DEVICES, ARE CERIIFlEO BY OTHERS NOTICE DRAWN BY:. DATE: REV' LETTER JACOBSEN HOMES mu sPEonCATIONS AND DaAN= MM C.L.Y. 6-1-95 MGM PTlOPRI TAW. AND COffMTK DRAWING T1TV- A P.O. BOX 368 MATERIALS OF JACOM YNUACT UG TYPTHE. MULTI -WIDE T/D „ SAFETY HARBOR. FLORIDA 34695 ow rcR sm p�gpm Apo � PROVIM b K DRAWING M1Y8ER PHONE (813) 726-1138 OUT CaFDENTui NO SECIV n0I CHn AD—TD-0310 74 SINGLE WIDE TIE —DOWN T. ZONE I TIE —DOWNS MARRIAGE WALL I OPENING TIE —DOWN I (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL — 'A' OTHER LOCATIONS.) FRAME TIE —DOWN SEE DETAIL — V DOUBLE WIDE TIE —DOWN NOTE: C SECTION I MARRIAGE WALL I NOTE: SIMILAR TO I OPENING TIE -DOWN I A & B SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS WIDE TIE -DOWN FRAME TIE —DOWN I ONLY. OPTIONAL AT OTHER LOCATIONS.) PULL DOWN TIGHT TO --/ GROUND ANCHOR DETAIL 'A' TRIPLE WIDE TIE —DOWN SEE DETAIL — 'A' j SEE DETAIL — TIE -DOWN STRAP SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' BUCKLE PATH 2O25 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) I ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING FY MINIMUM IMPOSED BY THE TIE -DOWN STRAPPING (3eso LBS. MAXIMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' TYPICAL TIE -DOWN STRAP (1 1/4' X .OV MINIMUM 21NK COATED STEEL STRAP, OR EQUAL WITH 3IS04 CAPACITY MINIMUM) X l,s= 472S a uE. mmF L-0a0 a4nAC1T`l r,NOS. 40 , VNn ,rrnv..r. 1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WAIL•;y �♦ OPENINGS GREATER THAN 49 INCHES. & UP To I'll 1," T-'ISVT�a , cj � APPROVED BY 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR aC,,3 m s SEC 2 ANCHOR AND TIE -DOWN PLACEMENT. 3, SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN'`' STATE OF I!b 9C� I I V PIER CONSTRUCTION. `:.9 �.•• k � ORWO ,wur c uaow+E C/ ••.•.•�•• �C` �� Nosivarnaro�rab �'•.S�RED EN�;�•+• NOTICE BY: 10-31-95 REV. LETTER: JACOBSEN HOMES msE sKanCATM W WVM AM RR OFOONAL. PROPRIETARY. AND CONRDUIT4L DRAWING TITLE: uATMALS OF JAC08gN UWACTUtINC ZONE I TIE —DOWNS ,,. PTY .O. BOX 368 ING SUCH YATFROALS ARE PROV= TO THE SAS NUMBER - PHONE 3) 78011. 0 -1138 695 CWMTA+. � rF= DM oRAWWc NuuBER AD—Z1-0001 J 7A 75 ZONE I TIE -DOWN PLACEMENT TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM NOTE j1� - MAIN FRAME I -BEAM END SPACING CENTER j SPACING CENTER SPACING CENTER I SPACING CENTER I SPACING CENTER L SPACING END ISPACING1 -DOUBLE WIDE TIE -DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER an u.0 i-AU"U WAUNU WALING SPAMG TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM SEE NOTEi� `SEE NOTE j1� - MAIN FRAME I -BEAM MAIN FRAME I -BEAM j.CENTERCENTER END LSP%G$PACING SPACING SPACING TRIPLE WIDE TIE —DOWN PLACEMENT ENGINEER to --�— SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ���,,��� ��1 DO�O�•,�� MARRIAGE WALL OPENINGS WDER THAN 49 INCHES. • qrF :L N0.0045484 'STATE OF tot' •' t�+�i ell OF co APPROVED BY 0 -oor N. IV 14 N,,jl 1ECCPAL MV fV7y MNCI& WZlftCNONAPQ&VMnVQq lb JACOBSEN HOMES THESE SPECIFlCA ONSS uw DRAWINGS AM ��}� RR DATE- 10-31-95 REV' LETTIR W T ■ ORIGINAL, PROR'WARY. AND COHRIDENTUL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTLRINC TIE -DOWN PLACEMENT , I W- RICH NATE M ARE PROM D TO THE SAFETY HARBOR. FLORIDA 34695 REOPM rOR SWX RAPOMS AND YAT BE DRAWING NUMBER PHONE (813) 726-1138 WT CDNF7) Lq AND MCWT RRW onm AD—Zi-0020 76 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 a ce" FEB 0 1 2000 INC. JACOBSEN HOMES \I P.O. BOX J69 Wiese >PiafltA1N1OTIM Of1AMTJCS Oa�oNA1, rRoaacrA.., .Mo co�oEw6AL UAWtA S Or 4kC=UV U"NUIMM W_ 9" VANNAU ME PPOW9 To r4 DRAWN Br. M.T. DAZE: 2-1-00 REV. LE"Ek /1 J-� DRAWn 717LV ZONE 1 INST. SAFETY HARBOR, FLORIDA 34695 PHONE KCPW (W!'ul PJVM AID W9 K DRAW= M1116ER: (727) 726-1136 mpt sumo K "Svc mwf Ones A0— Z1-0100 77 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT � I � /DORI.TER I \ m t>{ in • <l 1 ! FI MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT} EXPOSURE V 90' 56' EXPOSURE V 39' M. LONGITLIDNAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. '0' THEN 2 REOUIREO EA HALF (IE. ONE EA. BEAM, ETC...) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MAN UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE MOE CONNECTION REQUIREMENTS. 24' MAXIMUM SPACING TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SAME AS TYP. DOUBLE WIDE TIE -DOWN REQUIREMENTS). 2 LONGITUDINAL TIES REOUIRED AT EACH HALF THIS END 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.) _..11111rrrrrE.._ NOTES: 1. FOR QUAD SECTIONS. EACH T)OUBLE SECTION' OF THE UNIT SHALL BE DESIGNED INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARIWALLS, TIE -DOWNS, RIDGE - BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) fj .P."GNS"E RF v�Z No. O EN - 0357 - I- ur to ' ,A14 DANA APPROVAL' 1PPROVED BYE. INC,NT.�M 1 5 IM 14 IL.EAti win/�CIIIRED IOE c�ave,av� Mo s+vrn swovrEm JACOBSEN HOMES NOTICE- DRAWN BY: DALE ��. ����: C TNESE sPEOrICATtONs AND DRAWNCS ARE � C.L.Y. 5-16-95 MONAL. PROPRIETARY, AND CT7iFWTUL DRAWING TITLE - P.O. P.O. BOX 368 YATERUIS OF JACOM YANUFAC7"G ADDENDUM -INT. UNITS SAFETY HARBOR, FLORIDA 34695 KCKV FcR SKCM±1C'RTEEFULS�/iPOI kV PROYMTHE K PHONE (813) 726-1138 SIPT COWMTL4L NO SEOU rROW OTNERS DRAWING NUMBER QUADADDI 78 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR QUAD UMTS IS THE SAME AS FOR THE MAIN UNIT (REFER TO SET-UP DETM.S). NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY BE SHIPPED LOOSE AND NSTAIM ON 97E AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE 99NCLES LINE-UP FROM ONE SECTION TO THE NEXT. 30 GA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PERDIM RAIL-"' OR RIDGE BEAM .. CROSS-SECTION JO GA. GALV. STEEL STRIP 8• X LENGTH OF ROOF SSECTIONS WAY BE OVERLAPPED 2 MIN.) W/STAPLES AS SIDWN. INSTALL ROOF CAP PER SET- UP MAN. OVER CALV. STRIP. (SEE NOTE 1) 30 CA. GALV. STEEL STRIP SECURED V47H 7/16- X 16 GA. STAPLES FULL PENETRATION INTO DECKING 2 " O.C. MAX SPACING (TYP.) OMT �Or�G\STE,q*-..r 'r No. ``O '• ENI8703571 38' X S' LAG SCREWS 16401 (ZONES 2 t 3) STAGGERED �7 BY M 1 5 M INC N071C& ""'1j 1T11i w1iY: DATE REV. LETTER: JACOBSEN HOMES nf-v wonCATXNS AND DRAUN 3 ARE C.L.Y. 5-16-95 FRO DIEGNN• PRWKTARY. AND G OIDIAl 1 DRAWING TITLE: MATERIALS OF JACOURUACTLRWG „ P.O. BOX J68 Nc 9M MATE BSEN M ARE PRD►= TO THE ALT. ROOF ASSEMBLY SAFETY HARBOR, FLORIDA 34695 HX�OLT FOR 5PM PJWM AND MST K DRAWING NUMBER: IN PHONE (813) 726-1138 IVT CWIDDIIIA NO NOV IRDY OTTERS QUADADD2 79 ElEIFIF EIE]Mr-1 EIVWF� EIEI JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8