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Home My WebLink AboutSet-Up Manual Addendume+ ■ SEx_UP MANUAL ADDENDUM ❑oo❑ oo�❑ ❑ter❑ 000❑ jAqOBSEN HOMES RECEIVED NOV 2 5 2020 permitting Department St. LUCIe County 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE FILE Copy Tha ions and drawings are original, proprietary, and confidential vo� V .,se specifications Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific putposes and must be kept confidential and secret from others. REV-01 /10 ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C contact the Department of Motor Vehicles 850-413-7600 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 ~M 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 CR 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 HOLING SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/NOUR 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. "1 519A1J INC JACOBSEN HOMES NOTICE -DRAWN BY: DATE- RV. E ER TNcs[ srEyTUTnvs AAw RRArAws Au C.L.Y. 5-30-95 OMORAL, P"PWARY. ARID OMmTVL DRAWNNG TITLE „ MATERIALS Or .MCOBSEN MNANAC71A0lC P.O. INC C NATT AR[ PRO= TO 7NE EXTERIOR A/C DUCT SAFETY HARBOR. FLORIDAI34695 rfMDiT rm SPRIIC pjiPm m MKT IO DRAWING R JWBRR ?HONE (813) 726-1138 APT fA RAL AM Qao¢T TRCW m AD-AC-0001 r ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED, YOUR HOME IS EQUIPPED WITH A FAN THAT HILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR CF THE HOME). THIS FAN IS SWITCH CCNTP.CLLED AND MAY BE MANUALLY OPERATED. TO DI CC?,1TjN1JE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HONLEOWNER Whok Faun veotilaiis,n switch You will be able to locate the switch that c_ Lrols this fan by locating the switch that is labeled -WHOLE HOZ.. E VENTILATION. (See AD-AC-01VL^) JACOBSEN HOMES nonce: m Ix[5[ SPE RWKT is uio mmxcs YOROx1k BRWRKio U NWAC 111.1P.O. 801! }BB W,rt a 4s AK uiHR.t 10u WM HARBOR. ROI J�695 K T xeR9K5 NtC vaot'A0 to nK R[�at ra ;o[vx nnross .ue 0 x PHONE (BI}) 7i6-11 }B KPt wvapM1r. i+o YQS! rRfk OTK9S APPROVED BY ASLt NC, Imatwv.c+uBxat (OIYILIPMMTTnxoV[f 9-28-95 W.N. VENT. SYS. B AD-AC-GI00 ADDENDUM MULTI -SNIDE UNIT FLOOR FASTENING FLOOR JOIST e111/ 0.131" X 1 1/2" MIN. / NAILS OR 7/16" X 16 GA. / STAPLES PER TABLE: 0.016" X 1 1/2' MIN. STEEL — STRAP 0 48" O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: NDS01 (ALL ZONE (ALL E)POSU FOR GAPS IN R.00R SYSTD3IS TO 1/r, INCREASE LAG LENGTH 1' AND FOR GAPS TO 3/4% INCREASE LAG LENGTH 1 1/2'. 3/8' X 3 1/2' MIN. LAG INSTALLED 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' INSTALL WOOD SHIM AT ALL LAG LOCATIONS FOR LAG SCREW TO GO 114ROUGH AND TO KEEP O)NNECION 71GHT. (SEE NOTE 2) MN0 ZONE DPCSLAE 3/Y X 3 i/r LAG SU" 30 F.A. STRAP FASTENED N/ 7/N" X I/ CA, SEARES RaD ZONE E FORK MINUM "DER OF FASTENERS REUU 0.131- X I i/r MANS 7/1Y X 10 GA SURE3 MAW" TACK LLWAIIM SPACING 'C 1Y 0.G a 1/4` CLr Y 3 3 b' IY OG 17/r O.G D' 4 7 Y Ir O.C. r O.C.r 4 7 v 14' OG 1 1/r D.C. V N4TES� 1. 1' UK PD4EIRATICR G REMBD ON STOW FOR M. 0014' SW. 2 WOO 245 70 ME WED ROM SPF /3 MN. OR BETTER l(3' x 4' N GA► ®DM MIN.w og OR "M MAY BE UM F M(EiS EWALS GAP MOH-4' X 4' NM SM 1 1W 11AIRRIM SDEMH1 MWIT. 4. SEE OTHER OL.TARS FOR SLURK FLOM FOR AIR ,4141AURE Joan C. iioeifen, P.L . TK1 Erig P3eFRH,1, JACOBSEN HOMES N=AW %V L Pf"i09K Aro wee A` maw. F47 AW RY, AND W p/t ® P.a Box Sag w7uA13 Nr a�cagaL YNA/AC'Rlflf, SAFETY HARBOR, FLORIDA 34693 FK 9Lr91 mumia At Ppig TO TIE PHOFIE (813) 726-1138 i, W7 � rm RI FM aM APPROVED BY Revised E48y 26,2006 ON 'NC. MEW tl ILlV1EO1 cU,s1A, .No U1 m%T..0i BY: "' LEY. 1t71C M.T. 05--22-06 TITLE M/W FLOOR FASIENING C N AD-FA-0001 4 ADDENDUM MULTI -WIDE UNIT WALL FASTENING 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERI(Aj Wes, .131' X 3 1/2' MIN. NAILS B' O.C. MAX. SPACING, STAGGERED FROM SCE TO SIDE (TOE -NAB). s � 00b John C. Dueden, p,�. K2 Ennng, !no. ■ RMY w P ADDENDUM MULTI —WIDE ROOF FASTENING CENTER LINE OR MATING L LINE OF TRIPLE WIDE UNITS 30 GA. GALV. STEEL SWPev SECIJRFD NTH 7/16X 16 GAL STAPLES FULL PENETRATION INTO DECKiHG (SEE CHART ON AD-FA-0001 MAX SPACING) 30 GA. GALV. STEEL STRIP X LENGTH OF ROOF (SECTIONS WAY BE OVERLAPPED 2' WIN.) W/STAPLES AS SHOYM. INSTALL ROOF CAP PER SET- UP WAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED WAY BE WIND DEFLECPORS REMOVED FROM -LAG SCREW SET BACKS ROOF N ORIGINAL CONDITION, FOR TRIPLE WIDES EXCEPT FOR STAPLE HOLES.) FOR DOME AIDES PAN M EW 1 4' 2 3 4' 3/6' X 5' LAG SCREWS - AG SCREW SEr BACKS TRIPLE VIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOU13 E WIRES INSTALL LAG SCREWS I - SEE CHART ON AD-FA-0001 FOR TRIPLE WIDES AT A 45' ANGLE I FOR WAXBMW SPACING STAGCF>im 2 1 4' r23 4' 1/4- T034'GM ROOF PERIMETER RAIL- OR RIDGE BEAM (FOR RDCE BEAWS SEE NOTE /4) CROSS-SECTION FOR GAPS IN ROOF SYSTEMS INSTALL WOOD SHIW AT ALL LAG - TO 1/Y, INCREASE: LAG LENGTH I' LOCATIONS FOR LAG SCREW TO CO AND FOR GAPS TO 3/4', INCREASE THROUGH AND TO KEEP CONNECTION LAG LENGTH 1 1/2' TIGHT. (SEE NOTE GA NDSOt REFCALC.PG. (ALL ZONES) CROSS-SECTION ( GAP) C WA- s1.01- s1.07 (ALL EXPOSURES) NOTES BgNM ~AL DMA APPROVAL L 7 1/P WL POCMIN [TO FECUOK WOW IS FIEM O FOR LAG SOM 1 XOCD SIRIS M K RPPOI PROW 51F P WdL ON KTRIC APPROVED BY S X 4' X CAP IWUIH WSL 3W 109 OR FLYROW WAY K USED IFised NMESS E011A15 W ODD"* X I' WL Sf� Rev 5- Re is , 2001E 1 SE OVER IETALS FOR OMFL TNG ROOF KWCltk mma 4. *0 NSTALLING A LAG S17E11 KRI A NDGE KAWI F IW-Dill A 3/6' U"4 E , ohn C. n. P.L. NU RIROUGH Ttf FIRST FM K►K SEW*-OWII A 1/4' HOLE 1W MCN RE K2. FT1gif180(111a, Inc reoLrur wwur.cru�lo Mauve RCWWO ROW KAW RR 1K RHM 0 PORROI OF UG S3TX RCSE OMS ARE consr�ucr�a, s�o s.PStt srwo�vos FOR 3tC LAG sane CKY. S 106' WAXWUW S ML WCHt JACOBSEN HOMES 11E][ Nonce aAW/ ar. w1E W¢V.1EnFx s,colcAmo AID w».s uc W.T. 05-22-06 WOK4. PROW my. No WnDomk Du'IRiG lu. I wlCW a AXISM mmoxnnc \V AR Box Sea „c a" wRRKr P[ now m 1w W ROOF FASTENING $ SAPT:fY HARBOR. RCRIOA 34603 wMw ml v Pw APO Ym [ MAY" WAMt �. PHME (813) 725-1138 mroaYcawxomnnnanm AD-FA-0020 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 28 GA. NM. GALV. STEEL FJDE CAP COVERING LENGTH OF ROOF (WK Y OVERLAP AT SEAM) SECURED WIN /B X 7/1V HEAD X Y' FIALY MUDED SCREW AT EVERY RX3 (AND ON BOTH SIOES OF. RIB WNW De) 2:ONQ I I 1, I• I I RIDGE CAP I, I I i� e e e ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBS i OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF 1 e e e Ref: EX-13-0051 and AD-FA-0020 NDS01 (ALL 20TES) (ALL EXPOSURES) CENTER OR MATING LINE I I ,I 6 X 7/160 HEAD X r j MILLY THREADED SCREW I (NO MORE THAN 12- O.C.) I I e ,I ! METAL ROOF PA APP. 3" FROM C I k `-30 GR GALV. STEEL STRIP 5' X LENGTH OF ROOF (SEE AD-FA-0020) SECT O WTH 7/16• X 16 GA. STAPLES FULL PEWMTICN KT0 DECKING (SEE OWT ON AD-FA-O= NAIL SPACNG) 1 J i is •ii A"•.T 7. i.. 7 ..li 1 JJACOBSEN HOMES PA BOY 368 11 T 14, r STOP APPROVED BY snep(/110, 2006 COIISIAI mom mo Y m "I moS I♦ M 0 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 I. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE ROVED BY INNG w w[n s�Fovo NOTICE' C.L.Y. ...... 6-5-95 ._.. _..,.� JACOBSEN HOMES X IE SPCOFlCATIONS AND DRAMNf31JE O'MAL. PRWRIETA T. AM6 Cal TVA DRAWING Bill „ P.O. DOX 366 MA�3 rs,uCO M MNJFACRFYIG M/W ROOF SEALING NC 9 MAMMALS ARE P*Mo IO K SUETY HARBOR, FtORIDA 34695 KC FM SP= P/6`ftB AND MT K DRAWING NUMBER PHONE (613) 726-1136 i l Fa w An sate mau 0n AD-FA-0025 8 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE I. 30 GA. GALV. STRIPS USED MAY BE BWND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES), 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES - HIGH SIDE 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) BY I JLN 1 5 a INC NOTA;E JACOBSEN HOMES KU VE na,n W DIIA"&MAK C.L.Y. 6-5-95 M MAL PIIOPP TARP. AQ CWV MAWG TITLE: YATM S a JAC09" ILA"ACM111C M/W ROOF SEALING P.O. 80% M8 M y YAIERALS W p f0 M $µ[HARBOR, i7OftlD'� 695 �AV DRAWING NJYBFRI m P)OT �A4�0 AD-FA-0026 9 SHIPPED LOOSE HEARTH EXTENSIONS TYPICAL WALL HFAIPIW iNCTA7J �7'1 1. WAX NIP WET ND/OR PAD FROW LOW TK HEARTH EXTENSION AREA 1 MKCf NK CAL FLASK N K HEARTH AREA TO RIMS MAI If HAS Kd ROAM (TNS FLAMK MUST K FLA= ON TK FLOOR TO PROTECT THE AREA K110 X FIREPLACE AND RE HEARTH)L 1 LOCATE THE HEARTH DnENSiCN (SIPPED LOOSE H THE HOME) AFEI HSIALL FOLLOWING THESE STEPS A CAREi1R1Y PLACE THE HEARTH EXTFR40H N THE PROPER LOCATION N FRONT OF BE FIREPLACE ASZay.. IL SEQAE THE HEARTH DUEHS(N TD RE FLOOR W/ 1 FS A 2' MOOD SCRE'NS C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION NTH A NON-COYBUSTABLE CAMMG OR UORTAR D. OR FOLLOW THE HEARTH UANIACTURERS NSTRUCRONS FOR INSTALLATION, TILE SURROUND TYP, HEARTH (MAY BE SHIPPED LOOSE) MOTES: 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) 111 FACTORY INSTALLED FLASHING APPROVED BY N000128v% A INC NN�t Wn(LL111110� N6L�ltlp AMSV[If NYIVq JACOBSEN HOMES 1HLs 9tarxAnNOTICE DRAWN BY: DAIS, �7 axs AND auNxCS ARE C.L.Y. 6-i6-95 OMAL. PRMTM.', ANDCp1Wnk DRAWING RTLE \/ P.O. BOX 368 YATERALS OF JACOM YANNACII"G SHIP —LOOSE HEARTH SAFETY HARBOR, FLORIDA 34695 PS RXX NAIBNU ARE PROM= TO ➢E PHONE 1113 KC m FOR 9M NRM93 u MI K DRAWING HIR18EA ( ) 726-1138 WT WM No YOQT M cnm AD—FP-0001 1V 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 2EV, TYMR ! 5 2V INC (f1AL M/JNFACTHRED HOME coxsTwcnwAm SNEIY sTFHW W SET-UP MANUAL ADDENDUM AD-FS-0001-A 11 TRUSS SHEATHING APPROVED CY AAL IMANLffwCiRl� INCHINAE Ate« 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 FACTORYLED 1 L SIDEWALL - MARRIAGE WALL 3/6 WN. APA OR TECO RATED SHEATHING APPUFD TO ROOF TRUSSES LOCATED DIRECTLY ABOW SEARWALLS (APPLICABLE TO ALL SHEARWALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHING MAT BE LOCATED AT ANT LOWION ALONG THE LENGTH OF THE TRUSS. (IB' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) NOTES: 1. 3/6' WN. RATIO SHEATHING FASTENED TO ROOF TRUSS MRH 7/16' X 1 1/2' 1 IR CA WN. STAPLES 1 1/1 O.0 AT PAML ETICES AND 3' O.C. AT ALL FRAWNG ME TIERS (NO GLUE RECUMD) JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR FLORIDA 34695 PHONE (813) 726-1138 3/8 SHEATHING TO BE INSTALLED ON -SITE m NOTICE: INEY SPEGIRCAMNS ANO DRAMNGS ARE ON211L PROPRIETARY, AND CMUNnAL MAKRMLS OF OZOSSEN MANUFACRJRWC RHC SIGN MATENNOS AK PRONGED TO INE NEW"' FOR STOIC'"MS AAO WSr RE AEPI CGNn0 jja /NG 4.00 IRDY piNERS_ VANOZONE III (110 MPH) ALL EXPOSURES APPROVAL APPROVED EY E NPINC FE[)ERRL RIAMUEAETURED ROME > MNSTiiI KNAN0W iYSAM1 Y: __- R R DATE 4-27-SIB �V' LETTER: J 31"ItA)MING AO-HR-00p1 I HINGED ROOF DETAIL BSW 0 PAEL A RAH 1W RW "m mm % 4T-0 P031g1 6 em 2 1/r. to I OBff S smolar " OFGMOL'A BPm • m No u w RAW. IOGE 4W MM WIN 3r Q I RV A ZffN N101M HINGED ROOF IN SHIPPING POSITION ma=Fm A IM NMI, B 9r p FM W PW WMI. .Palr"MM0Qs-A>ir am HINGED ROOF IN SET-UP POSITION REF. CALL. PG. C-RF- 223.0 - 223.6 NDSOI APPROVED BY I Ruff "m PW SCAN 0 Ai un Posmil WK b1MGMKK HMO KNG f06ii WM KOW Revised O k Jun 06,2006 John. C. Dc&Jw, P.E. AINC. '42 Enq nwr", Inc: MAW By. O.A. DAA 06-02-06 rev. tF1IDt JACOBSEN HOMES n � Adltimf� Av wAcrd" aurnc Ou HINGED ROOF DETAIL Y1 P.O. BOX 3BB 000". 6 WW. 029COMOL K stlfl Ymmu AS PeTem v 1[ TPHOW ((81133) 72s�-fix W795 Q � m zwnal� OMYs1C NlA0Ft AD-HR-DO02 13 HINGED ROOF DETAIL U10ERLAWENT TO BE QLED 3' MIN. OM BOTH SECTIONS OF NNGE HOOF, FOR NND ZONES 2 AND 1 RAISE EXTENDED SHINGLE AND WERLA""T AND - AND A NN. F I1r NOTN OF ROOFING CEI[NT TO TOP OF LAST SKIWI RON ON FIND GOOF SECTK K (TINS IS TO BE DOME BEFORE RAISING IBNGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X A' BLOCK BETWD 1 X 6 - OOERHANG FASCIA BOARDS AND SECURE NTH 3-/6 X 3' WOOD SCREYS EACH SIDE OF W. APPROVED BY INARevised Nov 30,2006 INC. «wm-m- BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS NNDZONE II (110 NPH) ALL E ORKS I. BRACT PAM ROOT SECTION N TIE RAND PORTION 9TERE SINGING HWED KING POSTS ND) Pona 1 t /y8101, ,John C. Doadw P- K2 EngwagrWO Its. %ACOBSEN HOMES nrx WCOM �ISNO PRAWW OX ORAiN Br. D.T. oA>E awEDnm 10_0P_06 REv. i� P.O. BOX 36a ImVmOK �( �I WWXWC DRAW ➢n[; SAFETY NE (81j FLCWDA J46P3 � AV sm AN R10NRB ro iM[ HINGED ROOF DEi�ll T'lNLy/( (m3) n6-nse RNFI$8 A10 urt LTXNIp(gN "" laTCT RII � A4IAINC NAQfR AD-HR-0003 14 SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION INSTALL ON SITE 151 FELT WITH A 6- MIN. OVERLAP ONTO MAIN — 7 ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE y2 /f CONTINUE 15Q FELT TO ROOF PEAK —� ODEERL AYWIENNTNG E i:........... 2" MIN. OVERLAP (TYP.) ......... .................. c O�-7T . MIN. R AS SIZE) ................................. . :':::ir::':�::'i:':c•rr:•irii:'rr:::}r: ... . N O I .. :::::::::::::SEE NOT ..... IT SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE 1MTH•6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANLIFACTIIRER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 15l FELT AND SHINGLES. NOTES: 1. C1]AEHIND OF 151 FELT IS NOT REWREO N ANY AREA EXCEPT MERE NOTED. 2 FASTE M OF 150 FELT IS NOT REOURED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SOWS ARE NSTALI D.) 6 3. EXTEND 11E FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MN OF 6' AND LOW IE LAST C"�E OF FACTORY NSTALLEO SHINGLES F NEEDED TO MAINTAIN THE 6' MN. OVERLAP ONTO THE FIXED ROOF. 4. NMUbED IN THE HINGED ROOF AOOENcuY ARE DETAILS AD-HR-0001 (MATH SPE(}FIC Do PANEL LAYWTI A"-ODOZ AD-IR-0003. AND AD-W-00D4. JACOBSEN HOMES ' GNM TAM >PFLA01AtDNs AND DOW APE W MAMM OFJKARY. AND ACIUR t rATo" tr msD NNIIIfA 10lNE uwj P.O. BOX 36D 00 W W1EOM AR lRQ�ED W 1NE SAfEPY HARBOR iLORDA }46S)5 IVT C0 tat M AN MW RD WZY ONt PHONE (D1}) 775-1138 Y77 CaNWIML AND 47fEA NSI 0D9i WOOZO E RI (110 MPH) ALL DIPOSURES AgPROVED BY SF-F 2 2 Tans INC. 7 HOME .n STANaWUS M.T. IDATE9-20-03 SHWW AND UOERLAYIENT AD—HR-0005 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER NTH #8 X 4' SCREWS, 6 1/2' O.C. MAX. DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 11116' 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) NOTES: L SEE AD-HR-0007 FOR NSTALLATM OF UNDERLOWNT AM 9tlWE. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL VAND20NES Ali EXPOSURES 20 PSF ROOF CRC - 167.01 - 167.02 KEN APPROVAL OAPM APPROVAL APPROVED BY --_�^ Revised 0 Jun 09,2006 John G. Do�E. F.E. INC. yy�� s[sew srRlrAnaRs xat X2 ER"rwig, 1f10 camp" st," wmsrwown ACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, PIOHR)A 34696 PHONE (727) 726-1138 Nonce mtt sr Am s AM aurora Axe woxp„ vnvRil.Ar, AM coKnOinr "TmA v Hux.AtAgsw YAIWlLS Ax[ wmgXy p ro[ MT cwto ww Y� 1 o 0a DRAW ay.. O.A. OATi 06-06-06 KEN, LETU; /1 H ORAVM6 RILL, PEAK INSTALIATION DETAILS ORArANG IAABFR: AD-HR-0006 16 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE — 6 FASTENER METHOD) AND CAP INSTALLED PEA MANUFACTURERS INSTALLATION NSWTKNS. SHINGLE INSTALLATION INSTALL FIRST LAYER OF 15# FEET INSTALL TOP LAVER OF 15# FELT TO ROOF MTH A 6' YIN. MOTH OF TO ROOF INN A 6' MN. MDDN OF ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO ROOF OEO( AID/OR EASTNG ROOF DECK AND/Olt EXISTING FELT AS SHOYN. _ . FELT AS 900. SEE OTHER DETAILS FOR SITE INSTALLED ROUE PEAL( UNDERLAYMENT INSTALLATION BY AUG 0 1 20 INC. N011CF' DRAM BY. DAIE� REv, ILrTE JACOBSEN HOMES THESE VE��XE WAMM M.T. 7-28-0+ GitQ PROROTMf. W OON mnX DR.AnWG TIRE' .. It P.o. 80k sea NATINX5 Or J%com NA"XTL Nt SHRI(YE/UtIX�AY6'ENr IHSIALLAR(N — lK 9 •A"XS ARE PROWO W K SAFETY HARBOR, FLORIOA 34695 xamo m 9 XR`OS6 W r T n[ ORAmc NmaR: PHONE (727) 726-ii38 amimwa■M"SEC Vr OM s AD-HR-0007 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN TO FLOOR FRAVNG MOM W/ STAPLE OR NM_ BANDING STRAP 1WAPPIW AROUND PIPE AM FASTENED TO FLOOR FRAWNG. AIDE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE I OUTLET. WHERE INS GRADE CAN NOT BE Alb"ID, NOT LESS THAN 1/8' OUT MAY BE USED WriN A fUl1 SIZE CEEANOUT 6 INSTALLED AT PC UPPER END. ...J YEW OF WAIN PIPNC NOTES: 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES NOTICE: 9[6E 1 9'EDfKANM6 AA% 6RAMI6 AF[ ra61Fj i,x[ ORIC[11K P.O. BC: 368 MAC �,IISALS ar rn�d �wu•Acvxwc W SAFETY NAR". FLORIDA 34695 PHONE (613) 726-11 M MH U= nS nO.Cm V, rtn mimdlwwo n 46aS ■ w.■ w .iVit L G INC. V i. cA t 7-17-97 PLUMBING SUPPORT A AO-PL-0001 18 ame ame ame we ame ame 19 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST k ROOFS SOLAR TUBES AND PLIAMBING 4 I� VENTS SEE AD-PR-7007 k 7009. MAXI. ROOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE NOE SEE � FOR ROOFWG DETAILS SEE AO-PR-7002 SEE AD-PR-7008 SHIP P THIS SEC, LOOSE — - (SITE INSTALLED) FOR OVE(ff1M SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED �— FOR ROOF VENTING BOTH FACTORY - POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 k 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE F TYPI AL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF JTE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: JACOBSEN HOMES NOWP.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-113S NOACE RM SEEfd%: WS AA DRAWO ARC D OWk FRWREMRY, AA0 COkILFRRAL YAIETAAIS OF 14C0M 4ARIFACAAIINO W- sa YA1E W ARE RRpip(p 10 1FC FQOFi1%5p(1yX omm APPROVED BY Revised Oct 25,2007 INC. FEDERAF MANNFAMRFD HOME [OHSTRD[11ON AND SAFETY STANDARDS BY:—jnfDALE: REY. LfI] O.A. 10-24-07 L g ND�aIiE P —ooF OEraILS AD-PR-7001 20 ROOF TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING PITH 7/16- X 1 1/2- X 16 CA, STAPLES (12) EACH SIDE OF MARRIAGE UNE TO EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE /1 11' MIN. SITE INSTALLED DECKING OW'RLAP, FACTORY INSTALLED ROOF DE' \ iL/ SEE NOTE 12 18' MIN A. MAY BE RIDGE BEAMS DECKING M (SEE NOTE j4) I CROSS-SECTION SITE INSTALLED 7/16- MIN. ROOF DECKING SECURED WTH 7/16- X 1 1/2' X 16 GA STAPLES, 2' O.C. MAX. TO EACH 16' O.C. RAFTER. SITE INSTALLED RAFTER TO ALIGN WITH FACTORY NSTA_:ED RAFTER BELOW. FACTORY INSTALLED RAFTER (CENTER SECTION) NDSC1 AU. CALM C-FS3-68.01 NOTES. DKWU APPROVAL 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH 2-/10 X 4 1/2' SCFM AT EACH RAFTER END. STE INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY NSTALLED RAFTER. (EA. SCREW TO NAYS 1 1/4' PENETRATION MIN.) 2 ATTA04 MATE UNE RAFTER RAILS (OR RIDGE BEAMS) WTH #10 X 4 1/2' SCREWS 9' CC, MAX SPACING, 1 SEE AD-FA-0020 FOR GAP TREATMENT BETfM SECTIONS ijohn C. , Rrml K2 Enginwrmg, Inc. JACOBSEN HOMES ,KXR 66..,E oRAwer: P.O. BOX 366 t1AAlO6AlS Of bfARll 1UMlK11t/lt RE '® SAFXrY HARBOR. FLOWA 34695 1[rpptt M ADC RIPt® Yalyy r"mw AK PROM 10 IME [ ppAM3C HARE PHONE (727) 726-t138 am Nom+nA w fA3#t ra was WNo20NE'N ALL EXPOSURES (110 MPH) 20 PS' ROOF E Jun 09,2006 coRsncsrro� ew s+ts7r sruwmns A 21 END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTLOOKER 19' O.C. MAY BETWEEN DJRMERS 1p•OC RAFTER TOP CHORD t9.00 of 4 0 \` 2 X 6 OVERHANG FAMA 2 X 4 NAILING BLOCK (INSTALLED ON SITE) THIS TRUSS INSTALLED ON SITE MIN. (3) .131' X 3' NAILS NAILRAFTER BOTTOM LNORD 160' FROM RIM PUTS OTEkO BLOCK INTO F ADJACENT SECTION OF UNIT, AND MIN. (3) .131' X 3' NAILS DOUBLED END ZONE RAFTERS FASTENING FASCIA INTO TYP. 16' O.C. END OF NAILING BLOCK 2 X 6 OUTLDOKER 19' O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING All OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT SEEOUTCHARTOOKER TO TOP CHORD MULTIPLE TRUSSES FASTENED TOGETHER W/1AN..131' X 3- NAILS OR MIN. 7/16X 2 112 X 15 GA STAPLES 16' O.C. MA)ONUM INTO TOP k BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTLDCKFR -�/ \-- 2 X 6 0YEI NAND FASCIA END ZONE ASSEMBLY W/ELE (5) MIN. (X 2 1/2' X 15 NAILS SHIPPED ASSEMBLED FOR SITE INSTALLATION) aiir�s M BE SECURED ID EA04 STAPLES OR MIN. (3) .131' X 3' NAILS ( (TYPICAL AT ALL CENTER MACES) TRUSS OF DE DwaE IAUSgi LOCAIED N THE DOM PER FASREEA GMT. WLSS ONLY OUTSIDE OF AREA .nr BE PLACED ON DIETER SIDE NDS01 I. ALL TRUSSES LOCATED YATHIN 36' OF THE: END OF THE SECTION TO BE DOU&ED, 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD-PR-7002. JACOBSEN HOMES P.D. Box 368 SAFELY HARBOR FLOMDA M695 1w, PHONE (727) 726-1138 TYP. OUTLOOKER FASTENING: FASTENERS aMA,nm. PEWMIIOE .131 PD NAIL 5 1 1/2' 15 GA STAPLE 8 1' jB STREW 2 1' (INCL TIP) GFTLOOIDR FASIOERS RAY BE IMPLIED MNDZONE III (RCM TOP ❑LORD DOAII E PEIEIAAID ALL EXPOSURES IS RANTANED. (110 MPH) 20 PSF ROOF 10 PSF D.L. RET. CALM C-RC-197.01-197.02 ENGINEER APPRINAL DAPIA APPAL APPROVED BY ' y'(a rNt 05,2008 John C. Doeckin, RI_ FEDERAL WEELACMW "ONE [X)NSMmU ON AM SAFETY STANDARDS K2 EnginvL��ng, Inc. NOTICE T`6 S -WOTVC AND DRAWS ARE UpCNti PROPR[TAAT, me cwwm.,L m SUCH "VF AIE pmm ARNMC Wpm IDyF DIEM RM1RFlIR1L AApry ry BY, DATET O.A. 1 ARE ZONE RAFTER/OYERE1gNg AFP.AAD-P ON SITE PITCHED ROOF DECKING INSTALLATION 1R• m - I Tr. KUUI MAMINU DECKING 16' ON CENTER CfFSET TRIPLE WIDE CENTEEAK 7�7 R - ----- SITE INSTALLED DEDONC ON PITCHED TARS SECTION h REMAINDER OF NO BLOCKING REQUIRED BOTH WTSOE SECTKINS (2 FULL AT CONTINUOUS PANEL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES Y SEE OTHER DETAILS TO SEWRE SITE INSTALLED PIT"' TRUSSES TRIPLE WIDE MARRIAGE LINE MIN. WDTH PER SHEATHING REQUIREMENT MANUF. INSTALLED DECKING TO HERE e w APA RATED ROOF DECKING (OR EQUAL) YAND2011E u ALL EXPOSURES (110 MPH) 20 PST ROOF 10 PSP D.L. NOTES. 1, 1/B' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/W APA RATED ROOF (24/0 �Revised SPAN RATE[)) DECKING (EQUAL OR BETTER). JOhTI sr�, 00; ', R - oct 29,2007 3. OTHER TRIPIE VADE SECTION (NOT SHOWN) WLL BE THE f(2�[1C�,:ic' i::i�,!iiG. I INC. SAME DECKING PATTERN. EFOENAI NANNfACT oNONE 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 CANSTPUMON MO SAFETY STANDARDS GA. STAPLES AT 3' O/C EDGES AND FIELD NOTHCTS m+ By.. DAIL Rtv. IETlo! JACOBSEN HOMES ONOWL auAEtW 9 nRAOMIX O.A. 1a 2�-a� awmr LS OF MO r. Mm 001ACRM DRAMXC nTIF: P.O, BOX 369 Wt sm 6 "s NE pwv I CR!!C ya 1uVM NE � >o BE ON SITE PITCHED ROOF DECKING INST. SAFETY N (727 a OMOA26-11 3e6e5 Rm D Rs sent Arm No On ec DRAwNc N01�tt PHA (727) 726-1138 ra�r mreslK xs tit Na onus AO-PR-7004 SITE INSTALLED PITCHED ROOF VENTING 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 OUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION -f CEILING PANEL CENTER SECTION (FLAT MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION JACOBSEN HOMES NOTICE TYSE , FIRWRETAR AND CONFIDE I$ aMQIA4 NiFR COSS, uA NUFAMP K ❑, P.O. RD% 368 YAIERIAlS OF UACDBgN YANIFACMm1D SAFETY HAR80R. FLORIDA 34695 M %0 MOULS AM MONO A K RENOT FOR M 90 MIST BE PHONE (727) 726-1138 KEPT DDNFAFNR4 SPECKo°SECRET FKW 0M E INSTALLED CENTER SECTION OF ROOF PROVED BY 4TftiRevised Oct 25, 2007 lNC. W MANUFACTURED HOME TRUCTION AND SAFETY STMDMDS E: 10-24-07 REV. LETTER: ED ROOF VENTS A AD-PR-7005 24 It 7 ROOF VENTING Y MARRIAGE HALLS Tll'. 100 5o M alerts FOR E (SEDWI FOR R(OMMENTS) -' Y- .'J 100 SQ IN CUTOUT VENT HOLES REQUIRED IN FLAT ROOF SECTION (16o') 15(om LEKTIt Ot10UT mcus. 0 TO 15-6- 1 15'-6' To Si -x 7 31'- To 46 -t 3 46'-to' 10 6 -6 4 67'-6 10 -0 5 I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I U_I I y ARRIACE WALLS €�+I 51 LOW VENT LOW VENT t l IN .,Ii 1 ^'I 150 S0. IN. VENTS REQUIRED gRICH VENT IN SIT F I CST I1Rn TRUSS SECTION e_I % I CENTER LINE OF CENTER SECTION I*n I sclo tmw NOI 10r6 too we p 7'-F NOR OR ]1- MA-MA-W I 1 1 L—IL�IIr- 3 1 to 11K l: I . yUNI c o 0.wc KNrs RI 1 'IN ENTS LOW VENT ( TIP. 50 I F R EOOE MEET J (SCE CHART FOR REOUIREMENIS) LOW VENT l MARRIAQ WALLS i I SITE INSTALLED CENTER SECTION OF ROOF. I JACOBSEN HOMES 1 A A BOX 368 1 ; ` K. BY JUN18M ]NC- 0 HOME R.R. _ 01-22-04 DRAWNG TITLE. ROOF VEN AD—PR-7006TING oRA NiRR PITCHED ROOF EXTENDED VENTS SIZE INSTALLED VENT CAP OR SOLAR TUBE 911 INSTALLED FLEX DUCT / SITE INSTALLED VENT CAP (SEE OETA( 'A ) SITE INSTALLED CENTER SECTION OF ROOF ANIL EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) TIP. CONNECTION 10 VENT FAN, SOLAR TUBE, OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS VENT CAP FACTORY INSTALLED FLAT CENTER SECTION (OR SOLAR CAP) EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4- 8D NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. �-- SITE INSTALLED FLEX DUCT 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' NOTES: I. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS, Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SGUARE OR ROUND HOLE CUT N ROOF DECALNG. A. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALLR.WNUM TAPE AS SHOWN N THE DETAIL ABOVE. 5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED CLUE. JACOBSEN HOMES NGTTCe A A«D DRAMS ARE %MDk L PIM IA ara>WAL PRDAIAiARr, AND cDMaolXnt P.O. eox 368 W"TER'"'s °f YAMIFACAM�G SAFETY HARBOR. FLORIDA 34695 NL 9101 Imm"s AK PRDVM iC THE RL@OIT FOR SKCFX R1WYi5 NR oaf K PHONE )i7) 776-i536 ( _... KEPT CO!"It4 UD WOST NMI o"n 4TE IN PLUM81NG VENT PIPE (EXPEND 3' ABOVE ROOF) (SEE DETAIL '8') PLUMBING VENT ROOF FLASHING (SITE INSTALLED) <# :VENT PIPE P1� (SITE INSTALLED) 14�1 COUPLER � (SITE INSTALLED) VENT PIPE (FACTORY INSTALLED) DETAIL 'B' APP OVED BY JUN It W, INC. FEDERAL ANUFACTURED HOME CONSTR 'TiONANDSWVYSTANDAROS BY: DATE REV. LETTER: R.R. 01-23-04 ITLE: PITCHED ROOF EXTENDED VENTS NUR AD-PR-7007 26 SITE INSTALLED SHINGLE AND UNDERLAYMENT FIELD NSTAU D 154 FELT WIN, INSTALLED OVER THE FACTORY INSTALLED LRAF%AYME)IT NTH A 6" MIN OVERLAP AND A MN. 6" WDM OF ROOF CEMENT. 150 FELT TO HAVE A 6" MN. OVERLAP 151 FELT ALSO CEMENTED IRM A V RDTH AROUND AND A MN. 6" RAM OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS ALSO APPLES TO ENOLAP SEAMS, PERIMETER OF ROOF. l `FEND NSTNLID ROOF 9EAMNG (TW.) , 6" MOTH OF ROOF CEMENT V1r1EN m OPTIONAL 150 FELT IS INSTALLED. r1 r — WNW LATER OF 15/ FELT IN i 1 rr ONE-PR:Q 904ME —I I UmdATIDR ROOF 9EADWNG (TIP.) 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 NSTAI I m DE"G FOR UNDERLAYMENT OVER LAP OF 6• MINIMUM. 1/2- t/Y TO TO r 3• N F'ASTENiNG DE'PAIL WMZONE II (110 MPH) ALL EXPOSURES NOTE& ENOIM APPROVAL DAPIA APPROVAL: 1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REOUIREC IN ANY AREA APPROVED BY EXCEPT *ERE NOTED. '', Revised 2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED (FASTENERS APPUED Oct 29,2007 ARE JLST TO HOLD FELT IN PUCE UNTIL SHINGLES AFC INSTALLED.) o (Y `�, T G�!+^'ssINC. 3. SHNULES INSTALLED PER Mm"ACTURER9 INST 9 .. TIM INSTRUCTIONS K2 En itw'6r191 Inc- f0s� wn v;o saxcDn SfANIM1iD5 ONLY N4dFTN SPECIFIC APPLICATIONS ARE NOT JD. ACOBS EN HOMES TIM 9Y61GiMt5 Alm IMAWZ ARE DRAW RY: DATE REV. IE11ER: O.A. 1D-24—D7 t MM. PRIRE.TAHC AM �f18RNLW DRAVW IRE: tlMAS M JAL»P uNua"bCllll IC P.O. BOX 366 « so MA1DINs NE Imo m 1>E SITE NSTMM SHINGLE AND UNDERLAYMENT SAFETY HARBOR. FLORIDA MN695 NOPW Fat SPM KFPW AND W W DRAW NWOM PC PHONE (213) 726-1139 KM WSMW" nVI FM 6115a AD-PR-7DD8 27 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER FASTENERS AND UNDER ALL TYPICAL FIELD INSTALLED RAFTER SHINGLES OVERLAPPING THE ROOF FLASHING. .105' X 1' MINIMUM ROOFING NAILS OR .113' X 1' MIMMLIM NAILS MAT OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR COVER ANY ROOF VENT FLANGE BY SECURING FASTENING FLASHING TO ROOF. THE SHINGLE TO THE FLANGE AREA NTH ROOF- ING MASTIC (TAR), OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME, NTH NAILER FLANGE. SECURED TO ROOF, ON TOP OF UNDERLAYMENT, AND TOP OF RANGE UNDER SHINGLES. IMTH 90770M OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER NTH SHINGLE TABS SECUREU NTH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. •.OM DAPIA APPROVAL 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1' X 16 GA. A ROVED BY STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). Jt7N 9 t 2w INC. FEDE AL MANUFACTURED HOME CONS RUC110N AND SAFETY STANDARDS JACOBSEN HOMES MY HOME mla1GTXA8 AID IXMYNq 8' M. DAX. 02-04-04 REIN lC1IEk P.O. BOx 368 AK INGNAL I'ROq[IAHD, AID colFNalMI YAlDVALS a AACO85DH IINAFACTLO" — DRAWING nR.L - FIASHiNG INSTALLATION SAFETY HARBOR, FLORIDA 34695 W_ q "TIMIS AK PRUYDD To TITTIP. [01p1 FIR gem "Arm NO Mbl [ DRAWING NUYBCR: _ PHONE (813) 726-1139 IXY PM WFNN No Mall IAaF AD-PR-7009 28 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: I. FRAME RE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE DE HOME. 2. VERTICAL RE -DOWNS ARE REQUIRED N ADDITION TO THE FRAME TIE -DOWNS. 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME RE-DCTNIS WHEN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING.'AHEV ANCHORS ARE NOT INSTALLED AT THE ANCLE(S) SPECIFIED N THE TABLE(S), A STABILIZER PLATE ANSI BE :NSIALn IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS). S VERTICAL RE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BP.AIXCT MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL MOORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS 6. All GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, GROUND ANCHORS AND FRAME DES ARE NOT TO DGM BEYOND THE DIEROR WALL OF THE INC 7. STEEL ANCHORING EQUIPMENT ETPOSED TO THE WEATHER SHALL BE PROTECTED WITH A 0. OF oJ0 a OF ZINC COATING PER SQUARE FOOT OF STEEL fl DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0• (82' I -BEAM SPACING IS ACCEPTABLE FOR 10 WIDE SECTIONS OF MULTI-NDE UNITS W/ 90' SIDCWALL 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 WUTH AN APPROVED BUCIU OR LOOP. 11. MOORS $HIM 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 INSIMLATION AND TYPE Of SOIL IN NO THE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LIE AND BE AT LEAST 12' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR RAIL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROMOS ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES 14. ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT 10 RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES N ASTM STANDARD SPECF1CADON D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FIAT STEEL AND SEALS 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TILES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MA=UM OF TWO LONGITUDINAL BE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CfiOSS-MEMBER LOCATION. IF MORE THAN TWO LONGTUDINAL DE -DOWNS ARE REQURED (SEE APPROPRIATE SPACING TABLES) ADOIDCNAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE-DONI STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR 10 THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REWIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPDALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC DE -DOWNS AND ANCHORS REOU,RED. IS. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK14C'REW4REMENTS. ALL BLOCKAG DETAIS CONTAINED WON THIS MANUAL ARE APPLICABLE FOR ALL 20NES AND ALL ExPMES, NOTES: EQNEFR 4 tMV4�";' p•rrr rr', uAwA wPRovAv_ c'Q� G\STFrgty'�p ROVED BY /a,,,._ THESE NOTES AND DETAILS ARE APPLJCAB)E FOR WIND ZONE 11 AND/OR WIND ZONE Ill. THEY - ENE8703571 j ,TITAN T 5 1T�5 ARE ALSO APP11CABLE TO BOTH EXPOSURE 'C' = :1 .� AND EXPOSURE •D'. SEE APPROPRIATE TABLES FOR SPECIF]C INFORMATION ON EACH. _ TNr : _� I' ` JNOTC"rq.it%,- CLY. 5-19-95AC�BSEN HOMES mwg W=AMs E , AL PROWTARY, A cu4wru DRAMG 1111F: YATUp a JAC083R YMLFAC1lWNC Ll—w— P.o. eoz 3sa N.IIwas vao�om,0 TD-GENERAL NOTES SAFETY HARBON, FLORl A 3a695 q�p, ran scar nwoss uo Mai ei ORAMxc MIusR NONE (at3) Xzs-ilia ur,cwmtmu 9xm 0n AD-TD-0001 29 NORMAL ADDENDUM TIE -DOWN SPACING TABLES ZONE II & IIl/EXP. C & D 1 LONGITUDINAL TIE -DOWN SPACING TABLE ' MIN. MIND ZONE It WIND ZONE ill t� (( �Ug O FLOOR WIDTH WHAL OTT' EA END OF FA SECTION NOOK AN YAI. B WIN. OTT. EA FED OFK EA SECTION ANCHOR LE u,N. B 20'-0' 2 36' 2 1 45' 24'-0° 2 46' 2 60' 254 2 50' 3 38' 26'-8' 2 54' VERTICAL TI -DOWN / FRAME TIE -DOWN SPACING TABLE MIN, MAX. MIND ZONE D WIND ZONE III FLOOR TH M1DIH ERVE OVERHANG 4AONL DEL HEAD LOAD AD ANCE SPACING DBL. HEAD LOAD ANCHOR ANGLE 20'-0' 12` 8'-0' 31501 40'-50' C-8 31501 40'-50' 24'-0' 12' 8'-0' 31501 40`-50' C-8' 3150# 40'-50' 25'-4° 12' B'-0° 31501 40'-50' C-8' 31508 40'-50' 26'-8' 12' 8'4 3150E 40'-50' 6'-8` 31501 4T-50' LONGITUDINAL TIE -DOWN SPACING TABLE A� MIN. MIND ZONE II WIND ZONE III �U to V FL" WIDTH WIN. ANY. EA END OF EA SECTION ANCHOR ANTE MN. 8 ML Ott. EA END OF EA SECTION ANCHOR ANGLE MIN. 8 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 14 FLOOR WIDTH EAVEHEAD OVERHANG SPACING ANG OR ANGLE SPACING DCQLOM�N ANCHOR ANNSE 20'-0' 12° 514 31501 40'-45' 4'-0' 31501 40'-50' 24=0° 12° 5'-4' 3150� 40'-50 4'-0' 31501 40'-50' 25-4' 12' 54 31501 40'-5T 4'-0' 31501 40'-50' 26'-8' 12' 5'-4' 31501 40'-50' au uwuA '—O' 31501 40'-50' NOTES, SEE AD-1D-COOT FOR ADDITIONAL REWWENCNIi 2. A AD-TD-Don %11H FOR YAUW PIER HEIGHTSNo. TREOAPED FOR THE LOADS ABClATED ABOVE- 1%�ALC o AA DAPIA APPROVAL p 4 fq1. � • 2 �O. •�GAST s'; : Q '•, oAPPROVED BYE ENE8 . 5 >�oFINWIS - '`�•• OIA+� ��' A[Jf4tIVMAA[1Vm10[ dAGOBSEN HOME P.O. Box 368 SAFETY HARBOR, FLORIDA 34695. PHONE 813 726-1138 ( ) NOTICE N6Uk1N . DATE: xcx s OnUECNS AND DRAMNGS A% C.L.Y. 5-30-95 MONAL PRD ETARY. AND XNn00NLA DRAMiNG HILL WATERS CE JACOBSEN WAMJEACANND NORM. SPACING TABLES ^•r wa WATEF. S ARC PWYM TO DN acwdl Eae �� Rearms Wo °m DRAMiNG NUUBFR: �r D mr w w KC wu Once AD—TD-0010 REV. LETTER: A H S15 ADDENDUM Olt ALTERNATE TIE —DOWN SPACING TABLES ZONE II & III/EXP. C LONGITUDINAL TIE —DOWN SPACING TABLE NM. Wt7 ZONE 1 wo ZONE IM NK V. FA Flo 11 mm Mac IOl OiY. u e®a MOO Mai - C RM ^4� !a a 1 it t rA �6ctai tr • 254 2 54' 3 40' G` �O 24'4 2 54' 3 4T 25-40 2 67 3 44' v 2 _T 1 3 38 3 W 3O'_d 3 4T 1 4 41' (SEE NOTE +4 FOR AND10R ANGLES) VERTICAL TIE—DOIFN / FRAM TIE —DOWN SPACING TABLE Y4L MAX FIND ZONE 11 WK ZONE 11 SP m M HEAD AIM Mac sun ML �B LIMB Mahn Mac FLOOR EAVE ND1H OVERHANG LOAN 2S 4' 12' 5-4' 3150J 40-45 5-4' 3154 35-40' 12' 5'-4' 31501 40'-4.5' S' 4• 3150J 35' 40 25-4' 12' 5-4' 31501 Ar-4S 25-d 12' 5'-4' 31501 46'-45' S-4' 3150� 35-411 30-d 12' 5-4' 3150j 40-4`i 3150� 1S-0O (SEE NOTE /4 FOR ANCHOR ANOLES) tppNtllp�� xN C'' D0FO o E NSF :F�j.''.�. No 45404 uTki_ REF.CALC. C-TD - 215.01 - 215.20 ,FiS,ONAk_ tE��``• 130EER APPROVAL DAPA APPROVAL NOTES: 1 RE AD-TD-COM FOR WHOM REOt 15. APPROVED BY 2 SEE AD-1D-0011.1 FOR YAIOMN PER HEIGHTS QED FOR IHE LOADS JtiA 16,2009 7NANC. TABIRATEO ABOVE DOUBLE IM OILY. 1 7E-000 DUO ON MS PAM APKK!RE TO 4. MEN ANCHOR ANOEE WM IN 1EE CHART ABOVE CANNOT BE A0061 FEDFROl YMf pLTMD IqE m�srort*na Na snFEn sr.aDeims DISTAl1ED AN APPRD`AO STANL ER PAIL JACOBSEN HOMES NormDua >M AK BY. W.T. X 06-04-09 x LETER jFRNATE�AOMAL ORALSPACING TAUBP.O. FRWWTLW NO W BO% 368 HARBOR, FEORDA 34695 m m m A` PRYMSAFtTY MCMW FM Mn KWW A D WW E DDfi0.S OIAWG D-TD-0010.1 PHONE (813) 726--1138 NOR cwrw 6K A m 9 m 31 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATON SNOWING TIE-DOWRI SPACINGS arm /ILA ROOM =/%/IA?■■■^ VON I� �.�/�■'_'�'I■�►.Lai: -T �..• •.. •. �.�. „w. rv, ..r �rwry �.vc ru rv.rwry iw. ru w-rv-wry uat r[n Nriu-wv i� ..µ TYPICAL CROSS SECTION SHOVANG TIEDOWNS FIGURE 1.0 SEE MUSS 2.0 FOR OMITS 12-DOIN EOTIIOD FIGURE 1.1 SEE FIGURE 5.0 FOR OMITS TE-DOIIR NOTES: L SEE AD-TD-0010 FOR SPACING TABLES 1, SEE AD-TD-0010 FOR 03ANTY OF LONGITMAL TIE -DOWN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOGONG (PIER) QUANTITY AND OTHER REOUREIAENTS 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 5. ZONE 2/EIROSURE V: 60' WAS M HEIGHT ZONE 2/EXPOSIRE V: 44' MA)QWW HEIGHT ZONE 3/EIROSURE V: 40' MA)MM HEIGHT ZONE 3/EWMRE V: 36' MAIMM HEIGHT �SEE W WA" HD T i7RL EXNT No. Fo ENE8703571 '. cJ Tr ��` Arwauraae Add(r� r •! Rff. CALC6: INC NOTICE dIPl1ET w!•- uAIC TEV. lETTFA: JACOBSEN HOMES THMSPEORICKBNSAMDRANZ.ARE C.L.Y. 3-27-95 MORAL PROPERETARY, AHD NNibEN1ML DRAWNG 1111E P.O. BOX 368 MATERIALS OF AACOBSEN YANXALAAMD INC SUCH MAC ARE PROWOEO ro FIGURES 1:0 AND 1.1 SAFETYHARBOR,(813 F ORJDA26-11 34695 RETppT F gUIX � ATO. a DRAWING NUY8Dt PHONE (813) 726-1T38 NPf Oar uk ARO Tor rw„ 0T AD-TD-0011 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE OBA70N mnwur nr-r k%w CDANNN FIGURE 1.0 °""e6, �� c'• Dot No 4;- ,L TYPICAL CROSS SECTION SHOWmOYMS IN. Rom snTetA`iOa' r_ STE m s FOR NAfYY laaR — ANGNM brae (SEE M A) Amam AwaE (m wm� A) —� FIGURE 1,1 {o�sat BASED ON 25 I/Y F" mmxs Aw ss° HAG( aoclauis) NOT 1. SEE AD.-ID-00M.1 FOR SPACING TARIM 2 SEE AD-ID-0010.; FOR QUANITY OF LOiGI11m1AL TIE -.DM STRAPS F i011 D. 3. AU (NEll DETAILS FDR -a� O XjM G: (Pn) QL'ARTN AND OTHER R<n%OIRENi n 4. K[ AD--R)-DW FOR ADDITIONAL REDURENENTS 5.W 2/ErMIURE VC 67* NAM1.11A HEIGHT JW. 3AWOM 'C: W NA10NA9 HEIGHT 6 Wlb ANNOR ANGLE SHOW! ON AD-TD-00.1 GANNOT BE AWEVE0, W91AL AN APPROYED STARLM PLATE. APPROVED BY Jun 16,2009 N INC. reoeAu uxi[ncivto xa�r coxs�wicnox •xo wsrc ssAxo,�s C-TD- 215.01 - 215.20 NOTIOX TACOBSEN HOMES TMM N;B"MA AK �i:7. 06-04-09 mmNAL. PROPRETARY, AMD CMINDIM MONO TITLE: FIGURES i,D AND 1:9 F.O..O. BOX 366 WATMALS OF 029N VAWFAGIIL7R& PIC. Sol YAlww AM Mmm TO m _ SAB TY HARBOR, FLORIDA 3495 w I'm FEW Kww K 1wv E OR ww Nuumt PHONE (813). 726-1130 WT ememk w gov no onm AD^7D-0011.1 33 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE 11 & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE C MN. 'MHD ZONE 11 HIND ZONE AI FLOOR 0. OTY. wort INK OtY. AWHOR WIN EA END OF AN EA BB OF1�o �4 5U FA s2 1a u gcRa INK 1L e 12'-0' 2 4. 1' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WAND ZONE A WAND ZONE III FLOOR WADIH EAVE OVERHANG SP:O G DEL n0 ANM ANEEE SPAONG OBL HEAD ANaX R ANDIE LOAD 12'-0' b" B'-0' 31501 40'-50' 6'-8' 31501 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' C-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MN. WND ZONE II NAND ZONE AI OT woR ILL on. IwD10R �rFLOORMN. NIDTH u EAo a AWE u 00 OF wE O J u gc1MN wE EA.zcnaN e O 12'-0" 2 64' J 47' 12'-0' 3 _ 37' 4 33' IS-4' 3 42' 3 55' 13'4 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WAND ZONE A HIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONc oBL� ANDIOR MILE SPAONO oei�w ANOHOR ANDE 12•-0' 6' 5'-4' 31501 40'-45' 4'-0' 31501 40'-50' 13'-4' 6' 5'4 3150i 40'-50' 4'-0' 31501' 40'-50' NOTES �, !•!,, . N Do , DARA APPROVAL 1. SEE AD-TD-0001FOR ADDITIONAL REWMENn :�Q�•G\STE�FOIc�' IV APPROVEDBY� { i SEE AD-ID-0013 FOR AAKF I PER HEIGHTS REOIARED FOR THE LOADS F'� PNo. o ? TABIEATED ABOVE. ENE8703571 INP,JuN 1 5 19 3, WAX EA1E OAEMANG REFERS TO 0*14MG AT S!"All NOT FRONT OR REAR. NG A, ADM IABEES APPLY TO 160' FLOOR OR 141• ROOD EIDMS M1N 95 I/1' 9': STATE 1- ;' a : W ��'•, coaiAr.,aNOAArtny.ow I-B(AU SPACWG, %' YA70YUM 9DEWALL K)aHi AND 6' MAAMUN SIDE i �/1,, Ac. �1p.Ny�,}}.{{••�� OVERHANG (6' OA00EANC WAX. EAM SDE OF UNIT). JACOBSEN HOMES NOTICE: Algft II TWSE vcn S AND D AwNGS My II1{�EA`d C.L.Y. DALE: 5-30-95 REV. IEMR. P.O. BOX 368 ,I ONONN. PROPRE,ART.. AN0 OCM—.— YA MN21 OF AlOOB9;N NwARAOrI G P MH 9AXR.,LS A% PRONOM 10 ME /t H WAIVING DTIE• NORM. SPACING TABLES SAFETY HARBOR, FLORIDASA695 PHONE (eu) 726-116-t138 KO FCR 9-,5 PJKM Alp N H I®1la*WPA W saam n lMIS DRANSHG NSINBER: AD-TD-0012 34 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE 2.0 FOR ALTERNATE TIE -DOWN METHOD MRLE ANaE FIGURE 1.3 SEE FIGURE T.O FOR ALTERNATE TIE -DOWN METOD MA MOIL 6 RR MAoul IE)aU NOTES EWlIm2`,vwOmhj,,EE % DAPIA APPROVAL: 1, SEE AD-TD-DD12 FOR SPAONG TABLES AND NOTES 2. SEE AD-TD-DO12 FOR ��``` C Do 9�4D' STEq�O�w.y APPROVED BY Q►,__ WANTY OF LONITWAL TIE -DOWN STRAPS REOLOM. % 3. SEE OTHER DETAILS FOR BLOCIOW (PEN) WANRTY AND 07MM �WNEMFNTS Q NO, n : AN 1. SEE AD-TD-ODOI FOR AW➢DNL REa1gEMENTS: :• EN 8703 7 = A' 7 i 5. ZONE 2/El(P09JRE 'C': 30' MAFELONY ZONE 2/EYPOSURE 'D': _ � S�aHi■ LNG IB' MAIIYRNI HEWT ZONE 3/EYPOSLIRE'C: 2N'MAXMLIM HEIGHT T� ZONE 3/EKNOSIIRE b': 6O' MAXMRIN IEmT ACOBSEN HOMES RM NCTTCR"lit N TxFsi SPEWCAWn AMI"I1RII IDR p 1t1A11 C.L.Y. DAB 5-19-95 REV. LETTER: ®, P.O. DOX 368 SAFETY HARBOR, (XIOUA. IRDPIYUNT, ND carsoa+nu MATERIALS s OF JACO MAIA XILRM wG 9Rw NAlave; ON PROVO D TO nE /1 H DRAWING ERE: - FIGURES 1.2 AND 1.3 FLORIDA 34695 PHONE (813) 726-1138 DRAWING NURSER AND �t OWMAX y� OMM AD-TD-0013 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE-DOW SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S) NOTES. `Z'4`w sTiI- F ' �G R I. $ AD-TD-0010 FOR SPACING TABLES N0. FO�_ z SEE Ao m-oo1D FOR DUANn OF LaTmuau TIE-DOYN STRAPS REOURED. . EN-CB703571 J. SEE OlD0 DETAILS FOR SLOCNING (PIER) GUARnn AND OTHER REOURERENTS _ �• 4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREYENTS ss�0 , Al E DOA APPROVAL APPROVED BY KING IIRM„tw/KT/i Ni! W61N�a�OfN[TfiVO� JACOBSEN HOMES NOTW DRAM 67: REV. L wM L PkIv nas ANG omHnDQ ME C.L.Y. 5-19-95 CMpNAj, PROrAC1A4Y, AND.CCN11C0l11A1 DRAWING nnE: „ NATERIALS OF JACO2YN NANJFACTMNG P.D. R, Jae FIGURE 2.0 SAFETY HARBOR, FLORIDA 26-11 J4695 RE St I uAtFRALS PJ PZ W ro K PVTOR IDE SAL A !E0V NO NJSI R DRANING NTlOOEK PHONE (81J)726.-113a rFPr mvPprri :vo gOTT rpou otrq'S AD_TD_00I4 36 ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METRO SIDE A.W OF MAIN FRAME iF-DOWN STRAP SEE OTHER DETAILS FOR TIE-DCWN STRAP SPECETCATIONS SEE AD-TD-02DO FOR RADIUS CUP DETALS (REO(ARfD INS LOCATION). GROUND ANCHCR SEE OTHER DETAILS FOR SIM ANGLE AND OTHER INSTAU71ON NOTES SOLID HEADER (CNOSSMEMIR) SEE AO-ID-G200 FOR It 'S CUP DETAILS (REQUIRE) THIS LOCATION), SIDE xEW NOTES: 1. SEE AD-M-0010 FOR SPACING TABLES 2. SET AD-TD-00T0 FOR OL'ANITY OF LOWGIIUDIAL TIE -DOWN STRAFS REQUIRED. 3 SEE OTHER DETAILS FOR BLOCKING (PEA) QUANTITY AND GT4R REOL6RENENTS. A. SEE AD-TD-OM FOR ADDITMAL REMAWN N15. APPROn ANCHOR WT'Jn TO MAN I -BEAN (SEE OT.iER OETN3 FOR WELDING) TO BE NSIAUIi AT 'lK FACTORY. (MN. 3150) WWMC (D93N) LOAD AND 4725/ ULTIMATE LOAD.) URE 2.1 3' Y 3/4' I= 1/2*) . MUST BE LOCATED FRONT VIEW CUT INTO KAM FOR STRAP ATTACHMENT WMN S Df MAIN % (FKIDTT OTT) �'�s '� YE AD-10•-CM FOR RAM CEP DETAILS � (Td01][D INS IKATMN). S' WAIL lE-OONI STRAP 5CE OTHER CSALS FOR AE-DOWN STRAP SPECRTCATIONS GROUND ANCHOR' SEE OTHER DETAILS FOR SZE. AN6E ANO DTHLR UST&LATION NC.=S. ATER RPROVA:.., J. - ENES. _. r`i FIGURE 2.2 MOM BRACKET AID AE-DOM DDNICCS ARE CERRECO BY OTIM ; Noma CRAWN BY. DAlL REV. LITTER. J COBSEN HOMES TEXPEQKA`01503CRAGCSOWE C.L.Y. 6-13-95 . OR INAL PIL^RLTMT, AN) CDdLnOMI DRAwic AIIF: P.O. Box 368 WAMW Or Accomm NAMfAcrwvW FIGURES ?.1 Nk 2.2 ,I NG S WOWS A:E MOWDEO TOR( JAFETY HARBOR, FLORIDA 34625 CLR,NT rm rLo R Aw MAT L OFAWWO NUMBER' PHONE (813) 726-113E AVI cm lk AND mmai 0w ADr TD-0015 37 LONGITUDINAL STRAP ATTACHMENT TYPICAL FRAME I —BEAM / � 7 / TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) _-_/7 i ! . NOTES. 1, SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4' MDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMNG WTH ASTN STANDARD SPECIFICATION D 39534:, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. 3IACOBSEN HOMES �I P.O. BOX 386' SSAFETY HARBOR, FLORIDA 34695� PHONE (727) 726-1138 --tee—. CATOR BEAN CLAMP, MANUFACURED BY TIE —DOWN ENGINEERING, PART 159011 (SEE MANUFACTURERS INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) PROVED BY 4INC NOTICE: DRAWN BY: PATE: �r REV. LETTER; THESE WEanCAPIMS AND DRAWINGS ARE M.T. 6-12-01 'A MLt, OF ACOBY, AND Ca81DEN11AL DRAM6 RR,E: 'A MLA OF JACW9:N NINDfgCNflINC 1N WCH NAMNPo ARC Mom= To THE LONGITUDINAL STRAP ATTACHMENT T¢a+nar FM acmc TNwnogs ANo N�sr BC DRAWING NUNBEA: N l WKFIV"AL AHD KOZO INGY 0p VE AD— TD—OM I ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D Y� i LONGITUDINAL TIE -DOWN SPACING TABLE (�t MIN. WO ZONE 8 W64D ZONE 11 FLOOR INN. aiC Nam OL OTI. NAIOR WEDIH EA Em EA DO OF AlmAlm4t ^ O V EA xcfO NR rL R EA =cnoR aL e 10'-0' 2 44' 2 56' Ly 12'-0 2 57' 3 42' 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WND ZONE E WIND ZONE III FLOOR WIDTH EAVE OWRHANC �wNNG D' READ IOW ARCHER ARDE SPAGLNG w HEAD Low AIg10R uqf 10'-0' 12- 4'-D' 315D1 40'-50' 4'-0' 31501 40'-50' 12'-0' 12' 4'-0' 30001 40'-50' 4'-0' 31501 40'-50' IS-4' 12' 5-3' 31501 40'-50' 4'-0' 30001 49-W LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE it WMO ZONE 81 FLOOR WL an ,vane IR On FFnnt HV• (� WfOTH EA EIN a EA a wDE U �0 a xcRax IL rE o riI u scam rL R 10'-O' 2 64' 3 46' 12'-0' 3 50' 3 68' 13'-4' 3 58' 4 46' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE T %NO ZONE 18 FLOWOTTHH EAVE OVERHANG PACK U2� ANCHOR ANGLE SPACING OAL� ANCHOR ANGLE 10'-0' - 12' 4'-0. 31501 40'-50' 2'-8' 31501 40'-50' 12'-0' 12' 4'-0' 31001 40'-50' 2'4 31501 40'-50' 13'-4' 12' 4'-0' 30651 40'-50' 2'-8' 30001 40'-50' NOTES w,;.N �%xvp l VAUQ1 A ifA6 V tD BY 1. OFFSET SECTION MTH THE MARRIAGE LINE WALL WENDING BEYOND THE ENDW'ALL OF Q .••15 i'r REVISED 141E ADJACENT SECTION MUST BE FED ODW1i At THE MARRIAGE INNS N ACCORDANCE NTH THE TABLES ABOVE ME 9EWALE SM AND THE ADWERI 1 C SECTION(S) ARE 1 ti• . _ S`P O 9 BE TIED DOMI IN ACCORDANCE NTH THE NORMAL SPACING TABLES (AD-ICI-0010), ; 2. SEE AD-M-0001 FORADDITIONAL REQUIREMENTS. -o INC. S UE�-10-0021 FOR MAXIMUM PIER HEIGHT REQUIRED FOR ME LOADS TABULATED +9�� '• � A �l.' ��i FED ••- AL MANUFACTURED HOME STAND +++Fij'S, .. aG``�� c STRUCTION AND SAFETY JACOBSEN HOMES Tlorlce 4+nuHI DESL ATWMS NA oR.wxx AR[ 4M R.R. DATE 8-27-96 IEv.Ltrrrk ■ �/ P.O. OPA1DDAl1 _ FIN) DAoxF1 PRM/(CO 61 W=ACI M1 OF AA00B3E PftvMFAGto IK R1e. 9RN u.rtNMLs Ave RRoxDtn m M gIARWG nTIi: OFFSET SPACING TABLES SAFETY HARBOR. FLORIDAPoJI695 R. PHONE (BUJ) z26-11 J8 AAPQ:N FAN mrkc P.IR�S Aq MAl N MI CWWPA NO SEMI FRDu DMAS OIANNG FRIMBER AD-TD-0020 39 )6 IDS. ADDENDUM OFFSET I'UNIT TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS TIE -DOWN SYSTEM 2orm =:era DUMP =ram FIGURE FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE 7TE-DOWN METHOD IYP. CROSS SECTIONS) SHOWING TTEDOWNS SEE NOTE S Fw MAI ziiuM Inver A+AE AKE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE M-DOWN IiETHOD NOTES: 1. SEE AD-TD-OD20 FOR SPACING TAWS (OFFSET SECTION ONLY). 2. SEE AD-TD-0020.FOR OUANITY OF LQ14TUDK TE-DDNN STRAPS REOINRED. (WSET SEC710H ONLY) 3. SEE OTHER DETAILS FOR BLOC14NG (PIER) DuANTITY AND OTHER REOUNEMENiS. 4. SEE AD-TD-IM? FOR ADDIRONAL REOUNENENTS. 5. ZONE 2/00PWRE 'CS 44' MAXWUY HERNT ZONE 2/E7NMJRE V: 24' MAXWM HEIGHT (32' 0 24' WIDE MN.) ZONE 3/EAPOlURE 'C: 32' MAXMNIM HEIGHT ZONE 3/OPMRE 'D': 32' MAXMUM NMI (44. 0 24' WIDE FINJ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 o I-- ANWOR mm uo ,wpE jv FIGURE 3.2 0 W`11.4T8�Q, ALTERNATE TM -DOWN WIHOD DMA APPROVAL _- 75TF�� .F2 APPROVED BYE :8703571 ', ? 7NIP INC 0v ', W4igATpy pq M�nSV1�` I DRAWN BY: GATE: REV. IETiE TxcsE sPEan�LIIINI�l ORAWNfS AAF C.L.Y. 5-11-95 tltIWIN. PROO CCNiWENTULDRAYANG RiIE• ^ MATERIALS OFMAKWAC;jMNG FIG. 3.0, 3.1 & 3.2HINC SUpINAIPRONpID TO INERLCPBR FCR SHSWA7 yTSTgEfMAWING NUMBER;Min wMmnR of F s AD- TD-0021 40 ADDENDUM ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-008V SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION NOTES: <( A 4 DAPIA APPROVAL I. SE AD-TD-0020 FOR SPACC'Y; TA%lS (OFFSET SECRON ONLY). �0: •;�G\STEy��Fy.,, APPROVED BY 2. SEE AI-TD-0020 FOR OUNI:TT OF LO GTWAL TIE -DON STRAPS REQUIRED, Q M10. d •,, (T g0+ ONLY) r NEE70357 T 5 3. $CE OM DETAILS FOR &OCYr,; (PIER) OUAVRTY AND OTHER REOMOOrTS t. SCE AD-ID-0001 FOR ADORO:A! REOUWEYCNiS aTq^�. ' Q. III IC �'•, rL//aaY«//a( `W ' 4 .` naww.aewam oa ' v ) jg .... ael�A wreDva„aKw JACOBSEN NONCE AW Aruor. oA>E HOMES Mg SgytGr AAD %, aAmw OFAcopi ApowcaroA C.1.1. 5-11-95 REV LEFIU� P.O. 6. FLORIDA uA1Fp,yS AI 2AIj; q YNA.(A[10 TW ORANNO 1111E It SAFEtt NE? iQ, 26-11 34695 'RAGS MI PewbfD b 11¢ FIG. 4.0 PHONE (91J) 726-I I J8 -V m ra lwl F{mt� uO YRi [ ARPi T.U(L(YN( AN) IDEI rkAl 00pQ OI.AFAVO RAIYRDE AD—TD-0022 41 g�q� ADDENDUM oRs E—DOWING TABLES c0 ALTERNATE U I TIE—DOWN C &D ZONI P. / LONGITUDINAL TIE —DOWN SPACING TABLE i (\1 NIN MND ZONE it WIND ZONE III YW. Ott. A1871DR WIN. OIY. Alim C V FLOOR EA END OF I GLE EA END OF ANF1E -A Sv�v 1WD)H EA SECT" MIN. B EA SE0011 0. 8 11�. Or 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' �t]Q 25'4 2 50 2 ( 67 26'-8' 2 55' 3 I 30' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG � W ANCHOR ANOE SPAONG DEL HEAD LOAD ANOCIR MXiE FLOOR EAVE MOTH OVERHANG 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900R 20' 24'-0" 12' 4'-0' 37DOI 20' 4'-0' 39501 20' 25'-4' 12' 6'-B' 40001 15' 4'-0' 3950# 22' 26'-8' 12' 6'-8' 39 001 28' 4'-0. 3950122' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WAND ZONE 11 WIND ZONE III {fir ...... FLOOR w on. EA END OF mm ANCLE wL on. MOOR EA 00 OF MME KAy WIDTH EA SECTION Mw i EA SECTION ION. 0 5t O v 11-- 2'_0• 2 50' N/A N/A � 24'-0' 2 70' N/A N/A 25'-4' 3 42' N/A N/A 26'-8' N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II VAND ZONE III SPACING DEL HEM Da-ANCHOR ACE SPACING D%_ HEAD LOAD ANOq A YAf FLOOR EAVE MOTH OVERHANG 20'-0' 12' 4'4 40001 20' N/A N/A NIA 24'-0- 12- 4'-0- 40001 24' N/A N/A N/A 25'-4' 12' 4'-0. 40001 26' NIA N/A NIA 26'-8' 12' 4'-0' 4000I 2T , N/A N/A NIA NOTES p„r rymi ENON�(B xP y� l0 "rrrrr' Fp ., DAPIA APPROVAL 1. SEE AD-TD-DD01 FOR ADDITIONAL REOUREMENTi `< .. q�•. �� O GIST[No 2. SEE AD-TD-0031 FOR MAATMUM PIER NMI REOIIRED FOR THE LOADS TABULATED ENEB?O357S •. = �� .•\ ABOVE. y = _ 3. 10 BIDES -82' MAXYIW I -BEAM SPAONG ONLY.-- 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).nfi ch47q %:•"•. /�/, "`�':` ,, F . CIA .•'��,. __ ........_..... .... JACOBSEN HOMES NOT1E "fill nax S°EaOPRIETAR AND DCOW A 1�RAA+r c.Lr. DATE: 6-13-95 REV. LETTER: ORAOYNG TIRE ALT. SPACING TABLES WATURI • PROPRIETARY. AND (NACTI) Yt A JACOBYNPRImn Tuac P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 I INC SVT YARAYIS AR( PROAtm 10 M WEN A i ra 9'[QY nPIRET AN)1A61 W DRAWING NYYBFA: AD-TI)-0030 26-11 FHONE.(81S) 716-1138 'IDitarlttNnntA104veiralonoz KEPT 42 v ADDENDUM 4000 060, ALTERNATE TIE -DOWN SYSTEM(S) TYPICAL CROSS SECTION SNOWING TIEDOWNS SI TOR HFOR I1Ma"IIHULNT 4.MAX NSET I FIGURE 5.0 F— SEE FT6URE 1.1 FOR RECOEDNNDED M-DOI N MEEBOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TINT LUG TIM TTD-DOHN CDRTICUTUMN A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUCER ANCHOR In A DESM'N (DAD (CORNING ID/D) RATING OF 4,000 POUNDS AND AN ULTDIATE LOAD RAl%''G OF 6,000 POUNDS MUST BE USED. AN EQUIYDAN7 ANCHOR M71NC THE ABOVE SPECIFICATIONS MADE BY ANOTHER KM717URER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I, SEE AO-TD-0001 FOR ADDITIONAL P,EOUREuENTS. 2 SEE OUTER DETAILS FOR BLOOONO (PIER) OIJAI4 1TY AND OTHER RCOIAREHENM 3, FOR FIGURE 5.0 SEE ALTERNATE TE-DOVN SPACING TARES (AO-TD-0030). 4. ZONE 2/DPOSIRE'C': 3L UAzoAOu HEIGHT ZONE 2/EVOSURE U': 27' uAXUVW HEIGHT ZONE 3/EIGDSURE'C': 30' MATOTFUu HEIGHT ZONE 3/E)POSURE b': INS APPJCATION IS NOT APPLICABLE. THE ALTERNATE TIE-DONN NETHOOS SNONN ABOVE ARE ACCEPTABLE FOR USE N ALL WIND 20NES AND N BOTH OIPOSIRE 'C AND ETGDARE TT', HONEVER, BY INSTALLING THE FRAW TIE-DONN STRAPS AT THE 'OUTBOARD' I -BEAM THE NA% HEIGHT OFT THE GROUND IS GREATLY RFDIRED. SEE OTHER DETAILS FOR I E RE001BIENDED METHODS FOR INSTALLING FIT" TIE-DONNS. �ir •' %STp19 .-Cvr. ENES?0'_%1_ "Tv `.,dA T 41 19 �44,: JACOBSEN HOMES ®® P.O. EOz 368 SAFETY HARBOR. FLORIDA .34695 -... PHONE (Bt 3) 726-1139 NOTLCe TNESi5PE- TgNANNDAANN4iAAT OTONAI. PRp�q[IMY, AMN aNItaR1Ut uAiONAIs a RA[WSN uArurACTo THE Nc 9WH aAt[Nw.T vR0�c1D to na H�01T (tH w MI 2m u ClH Nt ICPT nTINOpnAI ua s01tr Yaca oTIEa •GRAIN BY: t C.L.Y. ORAYANG HTLFI ORAfNNG NUMBER 6-13-95 FIG. 5.0 AD-TD-0031 43 44 Npt 1Pp�C�I 6 t� OP ��TTV G6,p1P.A \COR; ALTE ADDENDUM RNATE TIE -DOWN SYSTEM TYP. CROSS SECDON(S) WINING TIEDOWNS SEEYF NOTE 5 fGIN NOT I5 FOR ■ FIGURE 6.0 FIGURE 6.1 SEE TI m 11 10R ABDOTD um TIE -DOWN am m mm 12 m Oman TZ-DM am IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING TO TZ-DDIN ODNFIGURQION A Sm CRAST PZIDUETS MODE, 573H (MA z`` AUGET Lgan IBA A p6F11 IDAD (IOBI®IG IOAD) BITfIG a 4.D00 PCUNDS AND AN ULTDI.ATE IDAD RATING OF S.ODO rotADs MUSE BE USED, W t AYCBOR I¢EING THE ABOVE SPAG�IC ISS YADA eT ANOTHER YANIIFACTURAR NAY BE USED IN LEU OF THE MU CREST PRODUCTS WHOR OT S: THE ALTERNATE nE-DOW METHODS SHOYN ABOSC ARE ACCEYTA9U FOR USE N T. SEE AD-TD-OODI FOR AM71ONAL NEOLREMENIS ALL MAD ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE V. HDKVM BY INSTALLINKAM THE MAX 2. SEE OTHER DETAILS FOR BLOCKING (HER) GIANnTY AND OTHER NEIARREMENTS WONT Orr TTHHE ONRO,IND IS GREATLY RCXM. � DIM DETAILS FTDOARV OR OR THE 3. FOR FIGURE 5.0 SEE OFFSET UNIT TE-007N SPACING TABLES (AD-TD-0020). RECOM ENDID METHODS FOR INSTALLING rRAI E TIE-DOMNS 4. FOR FIGINE 6.1 SEE NORMAL TIE -DO" SPACING TABLES (AD-11D-D0T0). ENGINEER A OA,pU,\ APPROVAL (ALSO SEE AD-TD-0020 AND AD-TO-0021) 5. ZONE 2�OSI V: 2C YAIDWY FENNT `�� C. DpF , ZONE : Q�.•'G%STER �F '; APPROVED BY ZONE VEIPOSLRE 'C': 2/' MAI■NM HDONT �: P�' No. PD'y ZONE 3/EXPOSURE ro': 26' MAXIMUM MEUGNT .11?'I i S IN E870 _ N ING .9 s F T14, O� • /,yA7a�� \�NOn� OftW JACOBSEN HOMES THEM WQFXATM W IRA, ART ,111111KK C.L.Y. DATE 5-30-95 REV. LEmz IA DIAL• FNOPRRTM , AND DMOD, W NRAMIG TILE P.O. Box 368 MATT76AE6 OF AACIBSN Y.AGNA111C SAFETY HARBOR. FLORIDA 34695 I srof MATOC AAT PAONom TC M FIG. 6.0 & 6.1 PHONE (813) 726-1138 p1iL011ML S� K DRAMYG MIYBER AD-TD-0033 45 R�q� ADDENDUM ogs 0QN ALTERNATE TIE DOWN SPACING TABLES �00�# ZONE 11 & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE y' WIN. WND ZONE N WAND ZONE III FLOOR. w, ott. a END O M YOl Ore EA END OF ANOL� ANGLE V �O � 'WIDTH u gc�N N.w Y�. e u gc1NON �. e 2 ' 2 55' 13'-4' 2 50 50' 2 68' Ii VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. BIND ZONE it WIND ZONE III SPACING r I O_ " LOAD ANCHOR ANGLE SPACING W HEAD LaD Amm ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 1 37501 1 20' 1 4'-0' 22' IS-4' 6' 54 1 38501 1 25' 1 54 3950# 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE Rn MIN. WAND ZONE 11 'WIND ZONE III FLOOR AOtt. EA. � ff ANCHOR Y!N Ott. EA /N069R AXaf O v WIDTH u 4CAON MIN. B FA SFCigN SEC I ION 0 12'-0' 2 3 SIT 12'-0' 3 31' 3T 4 33' HY. 1i��11 13'-4' 3 42' 3 55' IS4 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WAND ZONE II WAND ZONE 01 SPACNG MOOR ANGLE SPAONC DHL AD ANOIOR ANGLE FLOOR WIDTHOVERHANG EAVE 1Z'4 6' 4'-0' 3950+ 1 25' 2'-8' 39301 20' 13'-4 6' 4'-0' 3960 25' 2'-8' 4000# 30' THIS ALTERNATE APPLICATION REQUIRES POUND ANCHORS ,4,000 NOTES CNO;R'�pAAR(QL Oe^Ai,, DARA APPROVALi. s¢ AD-ID-ooW FOR ADpRONM.REO1RElIFN1i .' O..•'�\STERi-..FV �% APPROVED BY 2 SEE AD-M-DOM FOR MAD" PER HDGHYS RECKARED FOR K LOADS TNBUIED ABOVE. No. EN�g703571 . %I 1 MAIL EAVE OVERHANG REFERS 10 OVEAHANC AT SIDEWBLL NOT FRONT OR REAR.7NI .? 4. ABOVE FARIS APPLY TO 160' BOON OR 144' FLOOR WIDTHS MIN 95 1/2' I-KAM SPACING. 96' NAAYIAY 90EWALL HEIGHT AND 6' MAD" SIDE 9p''•, � b '4' 7 : 44, ' �. 'rF'• ^'DI. N•''��`� INC 4uaMnRRiROAvenARNo„� OVERHANG (6' 01DHMG MAX EACH SIDE OF UOTW ��i Vi's/.'t. • •• �C, V`��•` i JACOBSEN HOMES THESE 6PEanCAT0$ 00 DRAWAM AMr' `�`"' C.L.Y. DATE. -REV. 5-30-95 LITER P.O. BOX 368 „ MONK. PRGPRETMY. AND OW WNL YAIDOAIS OF x[ORSW UM"ACTRNG DRAMNC RILL ALT. SPACING TABLES A SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 Rif FM �� W urst K �T cw WME AW) sta T FR1 0➢EfiS ORAMNG NUMBER AD-TD-0040 46 oRs 10", ADDENDUM poi o P �C�ALTERNATE TIE DOWN SYSTEM TYPICAL CROSS SECTION SHOWNG TIEDOWNS FIGURE 7.0 SEE MURE L3 FOR RROD" NDED 77-DORN IU.IHOD IMPORTANT NOTICE: IlI N01C L FOR MAOIUY HE]OIT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS VW USDIG 11113 ffi-DON MRIDUR T" 1 SIN! CM 17 DUM MODRl 572 (71PR 2j ►UGO UM WM A =X IOAD (10M I01D) UM 0► 4,000 POUNDS AND AN ULTKIITE WAD RATR70 0► 8,W POIRms IRIST N OS®. N WMLANT AKW W1RI0 re ARDIR SPKMTNN6 YAM B1 AMTMI YANUI== UT N USM N LIU OF Ta STHt CIM PEan MC®[ NOTES. THE ALTERNATE TIE-DOW METHODS SHORN ABOW ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-ODDI FOR ADDITIONAL REQUIREMENTS ALL MIND ZONES AND N BOTH EVOSUIRE 'C AND EIPMRE V. HOWYM BY INSTALLING THE FRAME RE-DOMN STRAPS AT THE 'OUTBOARD' hBE M M MAT[ 2, SEE 07HER DETAILS FOR BLOOaNG (PIER) QUANTITY AND OTHER REOUon"TS. HEIGHT OFF THE GROUND 6 GREATLY RC MS. SEE 0110 DETAILS FOR TIC I FOR FIGURE 7.0 SEE ALTERNATE TIE-DOAN SPACING TAKES (AO-TD-0035). RECOMENOFD LNTHODS FOR INSTALLING FRAME TIE -DOWNS. A. ZONE 0RC:0MASH ' DO,, Fo,ZONE DAPIA APPROVAL - OAIRA.NI GT 3/E7P09B77': 28' MAUWM NIGHT ST APPROVED BY : Q' No. LcQ '? 5 0 5. SEE AD-TD-0035 FOR ADDITIONAL NOTEi NE87 — ! N INC :9♦' TA 0�. .:� JACOBSEN HOMES THEM �Aro,"„q,I,,•. AW H IHI T� C.L.Y. DATE. REV. P.O. BOX 36B low/H MORAL PWWTW AIO aO mnL MATERIALS OF A COBMM MAHUFAcmW M MH MATDR AAE PI Op M IHL N DRAINING TITIL ECG• 7•0 SAFETY HARBOR, FLORIDA N695 PHONE (013) 726-1136 � Fpw'K p p Ax DRAINING NWBpt _ W %Or AD—TD-0041 41 SEE DETAIL 'B' SEE DETAIL.`C' ADDENDUM MISC. TIE -TOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. FRAME TIE -DOWN STRAP SHALL COME OFF THE `TOP' OF THE I -BEAM DETAIL (A' STRAP CAPACITY MN UM (DESIGN LOAD) DETAIL `B' NOTES: 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET THE REQUIRED DESIGN LOAD OF 31501 MAY BE USED. 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF ETERNAL. STRAPS OR CABLES (SEE RADIUS .CLIP). JACOBSEN HOMES Noxlcl i1K5E SPEORGMINS AN CWONA, KO TAAY, A ®® P.O. BOX 368 MAnMAB OF JACOBSEA SAFETY HARBOR, FLORIDA 34695 NC Sal YATMI A Kcml FM sEu m w PHONE (B13) 726-1138 KPT CRlLh ANO Et PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR PRO"�CTy(T�TTLONGITUDINAL TIE CONNECTIONS ALSO. T 1. ST/(y ' vuZewA - DAPIA APPROVAL: No. Fo APPROVED BY 910334 '., STATE OF ',Q (c „ ...... �. � A mruu KuwrrafnniF➢XOME AND.q R OTHERS N0V 2 d 195 CRAMN Y. DATE REV. LEIIE M.T. t1-18-98 S DRAmNc n t: ro MISC. TIE -DOWN ro DRA NC NvueER: T AD-TD-0050 48 ADDENDUM S NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE C` LAIN. WIND ZONE 1 WIND ZONE 11 FLOORDO WIDTH u ENQ ar EA uo or WIDTH A. ID O A KLE A. on uWE [A 4C110R IO K p [A YC147N 1� K p 3o'-e' 3 0 40 3 2s 5 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE WN. FLOOR MAX EAVE WHO ZONE 1 WIND ZONE III AvOrx a 0E SPAONO DBL READ kom Axat WIDTH OVERHANG SPACING OIL Lor 30'-8' 6' 6'-9' 31501 41-46 5'-5' LOAD 31501 I 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE ` MIN. YliND ZONE 1 WIND ZONE 11 FLOOR att. A Uri v O WIDTM A. EA CND OF [A SECTION ME 1K p EA O DO CA YCRO N AAKLE IllK p JO'-B' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE TIN. FLOOR MAX EAVE WIND ZONE 1 WIND ZONE A WIDTH OVERHANG SPACING LOAD ANIM NgI SIA MC DL KAD worn RID[ 30'-8' 6' 4'-6' 3150/ 46-50 4'-0' LOAD 31501 49-52 VANOZONE RI (110 IAPH) 20 PSF ROOF 10 PSF D.L REF. cxa C V'j ,alollnuu,,,, NOTES: !! �� ,, �y DAPS DPP" µ:M 0 S I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS G�••'G\STEq •. Ri 2. SEE AD-TD-0071 FOR MAz1MUN PER HEIGHTS REQUIRED FOR THE LOADS N� N0. FO '•. APPROVED BY TABULATED ABOVE 910334 = {T� OF STATE OF TAT ';'?,'•, .• W :..�,'• INC. n�wwurnwsxa� �� oosmcroi.crum swows JACOBSEN HOMES N0T1C AM BY: DATE: RCN, j7 C7( TME� LEaxATnls uo oRAwcs ARi M.T. 2-8-99 „ P.O. anxu, PRDOPoEIARY, um Ib(L[xnA•, DICAMNO Till(: Of .MC 1 R, FLORIDA36BYA1EAiAl6 SAFETY HARBOR, ORI31695 PHONE (727) 726-I I JB W tox o "� sld xAlOauS uS nI�MOLD 10 mD NORM. K RC6LLM1 I'm �� n4p=1 w WSt [ SPACING TABLES OltAYdNO NUUBFA Idyl [ARNgNi Ar0 YQ61 IAOx OT(,g AD-TO-0070 49 a ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 10.0 SEE FIGURE 2.0 FOR ALTERNATE TIE -DOWN METHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS N0° i1P am$-wam 7 CHASSIS SEE ROE 5 FOR MAX" H0017 PAMK= lai AUATE _ �j SET ANCHOR FIGURE 10.1 10 MPHONE ID OF HOXE (TYPl 20 PSF ROOF SEE MORE 5.0 FOR &TM= TIE -DOWN METHOD 10 PSF O.L. REF. if e;/ - tH((llylanxy .. -mil -ii� vrru ,vrnurra:. NCITES: 1. SEE AD-TD-0070 FOR SPACM TABLES :'ems No. .'• 2. SEE AD-Tp--D070 FOR OUANITY OF EONGITWAI TIE -DM STRAPS KOUIRED. 910334 APP�OVED BY 3. SEE OTTER DETAILS FOR BLOCI NG (PER) QUANTITY AND OTHER REWRELENTS �•' r - 4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS. STATE F : 4A 5. ZONE 2j[*%IINE r: 56' MAXMUM HO(GH y 9Q '••. / r1P'' �l��C ZONE 2/tR oRw V: 4(MAIOMw HEIGHT•,� • ZONE 3/E>FrD91RE V: 56' MAXIMUM HEIGHT �ii� ZONE 3/EDA096tE D- 40' MAXIMUM HEIGHT HA JACOBSEN HOMES TFESESPEQTCATRHSARDoRA AE M.T. 3-1-99 wamm �FdEl N. Axo DRAINING TITLE: P.O. BOX 36B wm°� OF Ate" wrnNEAcnNu+c FIGURES 10.0 AND 10.1 NC 9" RATMA S Ag PRO\SEED W TIE SAFETY HARBOR. FLORIDA 34695 gWpT Tip W4 P61tl 5 w M ' BE I DRAINING NUMBER: PHONE (727) 726-1138 � W*'VD L Arm SMT E 0D AD-TD-0071 50 ADD--- E- NORMAL TIE -DOWN SPACING TABLES stole & ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE WN. WIND ZONE 1 WIND ZONE 11 FLOOR ITN ILL Ott. EA DO OF CA SECTOI Awm ARGIL Ill ott. CA DO OF A4010A INgE 10 TK EA SECTION MOL O 154 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE R WIND ZONE IC FLOOR WIDTH EAVE OVERHANG SPAONG DB o� A xTTDR AN3E �AQNc OIL HEAD ANarn u gE LWD 15'-4' 6' EACH SIDE C-10' 31501 40-46 5'-6' 31501 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WAND ZONE II W1140 ZONE III {� FLOOR ott. ANGLER RRE ott. ANCHOR v WIDTH A. E EA IO ANGLE EA [w OF aw uxzL i; EA s3 SEC uR3 e u s4GTav UK e 15'-4' 3 30 4 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WAND ZONE I W140 ZONE II _ FLOOR EAVE MOTH OVERHANG SPAGNc �L IC-- LojkD ANCHOR AARu SPACING=WA"D ANCHOR MQUE 15-4' 6' EACH SIDE 4'-6' 31501 42-50 4-50 N,NDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.1- REF. CALCS. ry.A _�z•G�- %%.(G vuNur, NO_ TF�S.', ENa �['R r7[ iDAPU APPROVAL I. SEE ADDENDUMQU FULL ADDENDUM FOR ADDITL REWVtENENIs. ,. � VPQ' •U\STEgF 2. SEE AD-TD-0073 FOR MQWJM PIER HEIGHTS REQUIRED FOR THE LOADS Ar4A• No. O ••. S, APPROVED BY ABULATED ABOVE 910334 = 00ir * ON 3. MAX EAVE OVERHANG BULBS TO OVERHANG AT SWINALL NOT FRONT OR REAR. * .: • ' - �' STATE f /. ABOVE TABILS APPLT TO 184' FLDOR N101Ns %1TH 9s I/2• I -BEAU SPAQNC, 96• 'r •.. Ay INC. MAIOMUM SIDEWALL HEIGHT AND 6' MAXIMUM OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT), SIDE 110, • E) P'• \� �� nmAuw.0 WDw s • oranc ocWEYY v JAOOBSEN HOMES re BY. °A� V. LETTER T°i'AND INE4 wwrN ORAWM AK M. T. 2-e-ea ORMAL PROW7[IABT, AND Comm 'Rip P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 DRAWING 117LC MAIERIks OF AACOe4N u4NUFAC1URNC M va MATMI ARC PROMOND To Y4 NORM. SPACING TABLES PHONE (727) 726-1I38 axwl Im Vta P.PasLs w mr M KPI mDRAWNG NUMB(R m NN AND sWj rxal onAr2 AO—TD-0072 51 TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.2 SEE FIGURE 20 MR ALTERNATE TIE-DOU YE1710D SET ANCHOR HOD 6 N1"SEE OF NONE (TIP.) TT. ROOK SHE NOTE 5 FOR YANMA! fk1pTT 11!'r r '-- FIGURE 10.3 SEE FTOURE 7.0 FOR ALTERNATE M-DOH METHOD 1. SEE AD-0072 FOR SPACING TABLES NO NOTES. 2 SEE AD-TD-0072 FOR DUNiTY OF LONCTDDW. TIE-DOMN STRAPS REQUIRED. 3. SEE OTHER DEWS FOR BLODDND (PER) OOANTTY AND OTHER KOLOREMENTS 4. SEE ITAL ADDENUN FOR ADDITIONAL REWTREMENTS. 5. ZONE F/ E V: 56' MAIO" HOW ZONE i V.- 56' NATO" HEIGHT ZOONE � 'C: 56' W03MUM HEIGHT b': 56' MAxiWM HEIGHT CAA}- 92. G! - YANOZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L No. APPROVED BY 910334 STATE CIF «� ` BNC PA. 4•MsxR�aa D IsP ./tom JACOBSEN HOMES THESE SPECnUWNST� � AFC A E MIMAL PROMUARY. HIV 0WIDEHRAL P.O. BOX 360 NAXM&S a .ucmgn wNtsA wO SAFETY HARBOR. FLORIDA 34695 wC WCH NAMULS ARE PRMW TD THE PHONE (727) 726-1138 I N FWW4L WHO MOM FROM U"M M.T. ! ..._. 3- ". RGURES 10.2 AND 10.3 1 AD-TD-0073 52 ADDENDUM v O OFFSET UNIT TIE —DOWN SPACING TABLES 11' ZONE II & III/EXP. C & D 110, LONGITUDINAL TIE —DOWN SPACING TABLE r' � WIN. WND 20NE 1 WHO ZONE IN FLOOR on. ALaal W • . `� VD1H EA tH6 FA YCAQI ATgE HR • EA Eli a EA gCgl A HK / 12'-0' 3 4r 3 61• Lyo 3 41' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. FLOOR MAK EAVE BIND ZONE 1 BNB ZONE to �AaO H$ LEAD AMGOR mu SPAM OBL HFJD � mutDAD MIN OVERHANG LOAD 12'-0' 12' 5'-0' 3150f 40' 4'-0' 31501 39' 13'-4' 12' 5'-0' 31501 41' 4'-0' 3000 f 40 15'-4' 12' 5'-0' 31501 43' 4'4 30001 42' LONGITUDINAL TIE —DOWN SPACING TABLE ` MIN. MRNO ZONE 1 WHO ZONE r FLOOR A. HATE Dn. ,U •AMU WIDTH EA ENO O O EA gCtaH moAlKMm mF A1WE TK • EA DID OF G goal HK • 12'-0' 4 45' 4 60• �O 13'-4' 3 45' 3 60• 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE wN. FLOOR MAK EASE WO ZONE 1 WO ZONE r SPAO16 GBIL HEAD LA10 mOlm mu gAol6 Ea WAwo1H mm Nal DVERHANIG t� 12'-0' 12' 4'-0' 3150 f 40' 3'-0'f 38' 12' 4'-0' 3065f 41' 3 -0'f 39' 15-4' 12' 4'-0' 3065i 43' 3'-T 300Df 41' NOTES. 4 F - Caf cs, c- 9v - p6.Oi- 14 '12- EIH47EEA A;P M•A a.,• BfF. C&M �, p _ 1. OFFSET SECnON WIN nE WMACE LNE MALL EXTDIGM BEYM EE E10MALL OF .'Jv. DoFQ THE ejAC ]R SEM WST BE TED DONN AT THE WPAAfE LNE N ACm%MCE �•` �C.• »tiFi�gf .Fy•4 �' IIITM THE TABLES ABDSE. 1W ME�NAII SOE D BY �' AND THE ADJACENT SECTION(S) ARE To � (P'e '. BE TO DOW INA000110 NCE MiM THE N016K SPAOM TABLES (SEE A0.TD-a01O FOR 12'-D' • I3'-4' WOES, AND AD-TD-0070 FOR 15-4' MOES� JUN X X 2 SEE AD-TD-0001 FOR AOpoONAE FEDURFLFNTr, ST^ ' *= 3 SEF AD_M-OOBI FOR MAIN" PER HEIGHT IEDONFD FOR THE LoABS TMLLAIED ABOM= •'••'i INC. OR10 P'.•,�4{A'rt, L•UNUFACTINEDN JACOBSEN HOMES *mSP vXA"a �� . ; „A,+++ DA1NOTICE 6-8-04 ""�" .T. DIAL. 14A�TAAY, uO ^ P.O. BOX 368 11ATWN5 a ORAlm nAf: AALOd4), IIAM,r H SAFETY HARBOR, FLORIDA 34695 W.go MAM11"' AAC TD OFFSET SPACING TABLES FMCR PHONE (727) 7211-1138 HWoMpm 2WMX Y(AE1 DRAI•Ni0 NLYfER AD-TO-0080 53 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOW TIE-DOVIN SPACINGS FIGURE 11.0 M MM 4.0 = /LUMTR =-DOWN ITM I (TADS M AD-Z-m 00 NO NAT 10 MY STAfDAM MII-NM SMW 3ECTION($) IF x W -SEE WIE I. AD-M-MI [DOYM$ TR. FLOOR Sym7 % 1— mm AM010R—T % 11— /NRKR YNif NMRE Nx1E Hsu rib �I� 6G �� FIGURE 11.1 - SRR MORR 6R MR AL'0°:IlU R M-DON NOTES: 1. SEE AD-TD,-= FOR SPACM TABLES (OFFSET SECTI iH OHL4 2 SEE AD-TD-0080 FOR WANTY Of LONUTUDIAL TIE-DOW STRAPS IEWRED. (OFFSET SECTO @ILLY) 3 Sa OTHER DETAILS FOR DLOCKr'D (PER) OUANRTY ARID ORER REONMEO EHM TV. mim mm R �fF. cecc, FIGURE It. 2 ��-s°','�;08' /,1 M 111M 1E-DOWN UM 4. SEE AD-AH-OODI FOR ADD W49 HEQUIREIAENTS. '5. OFa/EMPaslME'C': 4R• MAWN HEIGHT' 30FE 2V.* 40• MAMIHUM MW-36' FOR 1Y-0' METE UNITS '9 '•. j'�RTE'OF i (n •• �: L` f310 P. ZONE 3 IRE'C': 4R• MAXMUM NEIOiiT +. �iS'� ...•.. �• f °sue fFn Zow 3/E)omw b': 40' MAXNW HEIGHT C.r �1• NONCE: .f` :A APANN' JACOBSEN HOLIES THESE SPEff1 roc "DUVMM AM DRAM awkmN HRalwARY, " CMMTVIL P.O. DOX 368 MAIU49S OF JACCM YAHMSACRAR70 WG MM W113 M ARE PW6N M 10 THE DRAW SAFETY HARBOR, FLORIDA 34695 MDRDIF FOR SftM TOWN NO Om M PHONE (727) 726-1138 WT Cto CMAL No wo R1 Dun 54 JUN n1120 INC, WE I DATE: 6-8-04 � IErTE FIG. 11.0, 11.1 & 11.2 A AD-1D-0081 ADDENDUM 5 ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) 940MNG TIE —DOWN SPACINGS —►aa _ • ►aa ►aa rVJJ y NNWSoso I_ OFFSET SCION OF UNIT I M r 'ry v 'w u AR_w wu w FIGURE 12-0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: T. SEE AO-TD-00110 FOR SPAEING TABUS (OFFSET SECTION ONLY'). 2. SEE AD-TD-0080 FOR OUAN;TY OF LONOTUERAL TIE-DOM STRAPS REaiM. (OFFSET SECTION ONLY, 1 SEE OTHER DETAAS FOR BLOO"NG (PIER) QUANTITY AND OWN AEOUNENENT3. 4. SEE AO-TD-DOD! FOR ADDITIONAL R(DUUIQIENTS. ON AO-EO-WIo IAgL SSE G�►LGS, eD6, Cc- 51) -SECTION �•'�°Y'�\STEq'' ��! 910334 STATE: OF •- ..'.ate J, ii RUG';Si AIJC•S�FE!7 51:.7;�z;,.:S NOTICE: JA.COBSEN HOMES TNT%7CCFIDRAM) D7: -- DACE: REV, LE71FR: CETI tSAN oamWlsAw R.R. 5-9-01 M*NAL PROPRETAR7. ACID Ga<PCOIRAI DRANK TITLE: P.O. BOX 368 VA7U4kS OF tACOBRN NuurAD uRwc FIG. 12.0 SAFETY HARBOR, FLORIDA 34695 A nit F� IDOASFfm MWHPRWd pO. O R wj. PHONE (727) 776_I130 RPT canaR t Ac SEMI mw DIRT¢ ORA'MNG NUMBER AD— M-0082 55 ADDENDUMG°�s 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES s�3�' p> ��, ZONE It & III/EXP. C & D 14. 0 LONGIT INAL TIE -DOWN SPACING TABLE (`1 MM. w zow 1 YK ZONE r FLOOR on IAf wale K an wnrn ` t^C ��FI 00 Q NIQE EAL 8D ff waE U41t`U SfCldl ILL FA goal EEt E 3 53. VERTICAL TIE -DOWN / FRAME TIE-DOWNiSPACING TABLE YIN. YA)L IBND ZONE A WN ZONE M FLOOR YADTH EAR£DEL OVERHANG SPAM En� ANOIGI ANGLESPNX HEAD °� ANCHOR ANGLE OAD 26'-8' 6' 6'-B' 31501 40'-50' S'-4' 31501 40-50 3D'-8* 6' 6'-8' 31501 40'-50 5'-4' 31501 40'-50' LONGITUbINAL TIE -DOWN SPACING TABLE YPI. YRND ZONE 1 VAND ZONE YI FL00A mom YL on EA. BU IF 10N AEOff 5EC00 YL Y FA SEC" 1A/NKG Y 26'-B' 4 41' 4 52' 30'-8' 4 51' 4 70' �� L VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE wK MAX 00 ZONE I � INFID ZONE d FLOOR YAOIH EAW OVERHANG SPAM WL Imams Amm MOLE _ SPAM DEL - warn Am" LOND 26'1 6' 5'-4' 31501 40'-50' 4'-0' 31501 40'-45' 30'-B' 6' 5-4' 31501 40'-50' 4'-0' 31501 40'-45' TNNOZOINE EO (110 YPH) 20 PSF ROOF 10 PSF 01 aEF.cxExC,,��,— I — (Q, 23 , NOTES: - . � ....'... oAT�A ATi'ROYAL I. SEE REL ADDENDUM FOR ADDITION& IEOIMRFLEfITSIFICq ..y' APPROVED BY 2- SEE AO-*-M FOR wAMMUM PIER HEIGHTS WOLM FOR THE LIM ' ° No. 0045484 EAOUAIED AEfOEE, *� '... IIINc . rZOR10P. ........ FEDERAIMANUFACTURED'r51�lUAfiU TFgED EII CGNSiRUCTIONAND SAFER 17 MA JACOBSEN HOMES JUL B" DATE 7 LEA TM6EG�'6„,.,� �i trrou,A4 , 07-20-04 Nro�'nRr P.O. Box 368 WTU MS or III kwnccRm c DRAINO THEE; SAFETY HARBOR. FLORIDA 34695 Nc RICH YAUNAU AE PWAXD 10 AE 108' HIGH SIDEWALL SPACING rA9(ES PHONE (727) 726-i138 e�or�nr �.?!3k PS Nt W K ORAWNG p6agY4 AD-1D-0083 56 TYPICAL SIDE 01VATIGN SHOVANG TIE—DONN SPACINGS TYPICAL CROSS SECTION SHON111G TIEDOWNS Yf Alan IFN N 6 NOTE ADDENDUM TIE --DOWN SYSTEM FIGURE 10.0 MUM 11U.1 �,.,...� L 5v- )S,ol- NOTES• 1. SEE AD-110-4006a FOR SPACM TAMJM �» . :, �O *--*,�YIF ••�' z SEE ADm-M FOR auANn OF ioaRaA >E.-0ow mws REweDx ' 1 SEE Or" DETAILS FOR ItWaK (PIER) WANVY AND 010 REWN)"TS ! N 4. SEE RILL AM" FOR AOOITOM REQARD"TS S zoc 2/DaOgR. is a6- MAM" 1[EQIT . '¢ •� 2DK 2= b': zr NAM" NF101T ZONE a/0PO9111E V: 36' MAATA N NFJ01T ^) •, •s : F ••'EtORId 6. ZONE 3/i76bSt1{F b': 7Y MAX" CWT ALL SPECIMAT106 L,C/SJ,^•....:e•�� ++++ ARE BASED ON ZO' ROOF ANQE MAX. JACOBSEN HOMES NC °Y TA'01 ` M.T. L PROPW K Ao au.�cs nc , aeT A, Y, Ao aoeaATw DRAWN 1RE.• HTHSAFETY P.o. Dox a6a NARDM FLOAOA 34695 OF Aw iu veAs a +.wee MAMfACAMIC FIGURE .4 wol mlimu � p A W PHONE 7 726-11 a6 ATs'm fa 7M mrm NO UST K DRAW �9d NOl 3 FOR ` ■AIRAAI MwOOff MINDZOIE 0 (i 10 I/PN) 20 P7F ROOF 10 PSF Dl. -z APPROVED BY PNFINC. FEDERAL IAANUFACTUREO HOME CONSIRUCIMAND SAFEIYSTw lU 10.0 AND 10.1 AD—TD-0084 57 ADDENDUM 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES ZONE I1 & ID/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MR. w ZONE 1 lWNO ZONE 19 FLOOR ' k AiT. menA121 let Att WIDTH u u�t EA Oo A MCI O EA YITOn let 9 EA 4COd IL Ytt 6 24'-0' 2 67 J 45' VERTICAL TIE —DOWN FRAME TIE—D_0 N SPACING TABLE IAN. M - WHO ZONE 1 WND ZONE R FLOOR MOTH EAIE OymmG SAM qR 1EAD LWD ANOn AN lE SPAQIO ARM WE LOU 2J.-4" 8• 6'-8" 31501 49' S`-4" 3150 45' 24'-0' 6' V-8' 1 3150 49' 5'-4' 3150 45' LONGITUDINAL TIE —DOWN SPACING TABLE t k WN. WIND ZONE 1 FdNO ZDFFE IT� G_ FLOOR An. ut awn WIDTHWIDTHEA [MD Of Mfif CA f10 6 AIgF ^ O E4 SLCIlM Y1t Y G scow m 0 2S-4• 3 48' 4 43' 24'-0• 3 50' VERTICAL TIE —DOWN ✓ FRAME TIE —DOWN SPACING TABLE 1eN YAK WIND ZOt1E 6 WIND ZONE 11 FLOOR WIDTH EME OvEIKw 1PAa 6 ,m ANM NKE SPAM A L W moo mar Lom 23'-4' 6' S'-4" 3➢50 4T 4'-0. Jl 43' 24'-D' 6" 5'-4" 1 31501 A 47' 4'-D• JI50 43' 108" MAX SIDEWAEL HEIGHT WNDZ0YE R/u (110 MPH) 20 PSF ROOF 10 PSF D.L. PEF. CA= DAPN APHMAL H. SEE FULL ACCOH90/ FOR AVWtk REWICAUM G�`L'(iF10R APPROVED BY +� J <. SEE AD-1D-" FOR MU M F4ER NDDOS RE0JW HX THE ED b N.ON. GiJt TAWLAIED A9DW-. z .- Dec- 13,2006 PINC. a � "• .i: A'IE Or i" �reeu u+mscnciwao xo� <n�••:PCOF440 r':'t`4L�� connwrrroa gwo seFrn na�o.wos HOMES ® P,Q�.68w7Tv' NTC2cip JNY auw1N1w puvaG AKRBYp wwas OJACOBSEN R.RDAT11-28-06 WY. £TffR Rul SAFETY ARD 9. OR; R2M 7tb93 ..c - me .�vcmx'w i� 108• HHE2H 9DEWALL SPACWG TABLES E (72� PRONE CiYJ} J26-1133 11 +auras RX. AMMTK DRAM mT ��gp`yLL Am � � e . A ULt — AD-rQ—DO8585 . FR ADDENDUM TIE -DOWN SYSTEM TYPICAL SDE ELEVATION % 01YWC 1-00" TAW -- --- ..� .`��..r. w.a rtI1 •�YWY WL m A *-gq jbj 1AA FIGURE 10.0 Ms MI CRASS SECIEDONNTIS ON I S}fOWMYG Tm. RGa sssEW-7 III n. 3ffFM s IA Rac W 3AfIW 5 r mm ADI ON OPWO ST am SE1 AIODI IeD KUM ISM ADn WAFT %W" MAAazoiE 1/r Qom( FIGURE 10.1 20ISFR' 3F ROOF E 1. SEE A-005 FOR VAO6 TAKES : 0 . •'�1i1=!(:' ��: 2 SEE AD-ID-M FOR OJAm OF LOWU q X-WAN STRAPS 1EQKTL �; G�% �f'•.• 3. SEE 010 DETAILS FDR DIOWC (PIER) QIARRTY AIM OOEI xaRERpTS. Cd ' A. SEE FIA.1 AOCORIY FOI ADMID I REQPIENEHIS S ME 2YDPOM r: AI• RAMAI IE1W ZONE 2/DPQM'D': 2f RAMA w3cNT •k :• .A _ 0� ZONE Wrnf[ r: H' YAmI NEAGR TONE 31UPU Aq V: W MAN" NERiR ��••.. F, 4'••' 6. MWNS ARE RASED ON ROOT ANO.E WX ANe Im RAl +±. • . �Z=P.�^�,C�M �� +4`�cR• E��A �A7f JACOBSEN HOMES enu �m 11X Nq �E [:,:U:lj P.O. B01 36e NAR71kS o "C°'m""gRA[*'"c,pSAiEiT NARDCR, iLOggA 3<69S AIIfbf MR m NRYe �Ri R PNONE (717) 726-IIM N m to w I nm. Rtas 'M APPROVED 6Y a 2006 PIV' ` fe/FRr NANINACIIRDenfe � Cd3IIRS11011ADfY fT RA�f R.R. - 11-28-06 FIGURES Ia0 AND 10.1 AD-TD-OG86 ou ADDENDUM NORMAL TIE -DOWN SPACING TABLE'S' � l 1� ZONE 11 & III/EXP. d & D t ,�. (� LONGITUDINAL TIE -DOWN SPACING TABLE w - FLOOR 11"'� 00 ZONE a 1 00 LONE m � U Lk 0.0 or Ml OFTor EA, FA tlYCc1104 .G"0��. LPL B 12'-0' 2 53, 3 40' 3 3? 3 46' 15-4` 3 45' 4 40' VERTICAL TIE -DOWN / FRAME TIE -DOWN PPACING TABLE LAN, ow ijAX00 OVERHANG 10NE 11 ZONE NI SPA* uFHuwl L400 Aw' SPA* WIPER M me µpat• 12'-0' 6' EACH SEE 5'-4' 724 35' TO 40' 5-4 - JB' 45' IS-4' a EACH SIDE 5-4 8d 35, To 49 5-4, 42' 45 15-1' 6' EACH SIDE 5'-4' HO' 40' S'-4' Of 45' S QQ� LONdITUDINAL TIE -DOWN SPACING TABLE WIN FLOOR 1�M 10NE N 1(RK 16 wk Orr. U SEC" s 44 • on. [A 7E�IF O6ON WIL e 3 44' 4 4P 3 52' 4 45' 15'-4' 4 44' 4 56' VERTICAL TIE -DOWN / FRAME TIE -DOWN $PACING TABLE iIN FLOOR 001H VAX EAVE OVERHANG WZONE 1 00 ZOIIE B mAdx 4AX MIR HEW MM AWE x SPA* VAX m HIM Alow ARE 12'-0' 6 EACH SIDE 4'-0' 72' 37' 4'-O' 34' 40' TO 45' IS-4' 6 EACH SIDE 4'-0' 72' 40' I -0' 3B' 40' TO 45' 15'-4' 6' EACH SIDL 4'-0' HO' 40' 4'-0' 42 49 Ta 45' • NOTE: VIHEN ANCHOR ANGLE FRO% VERTICAL CANNOT BE ACHIEVED. ADD APPROVED STABILIZER PLATE.6>s„ (SEE NOTE /5 FOR HOMES SET IN FLORIDA) ��,�,,�+,y�j''- 1. SEE FLU AOOENIIOV FOR AODIOONAL FEWREIATS 2 iAatf aA3O ON ANwDR *O(gNG LOAD OF 1150/ AND OIAfA1{AL lE 10 p4OSTE EEA: i VAX [AVE OVERHANG REFERS TO OVERHANG AT SOE*ki 401 FRONT OR REAM ♦, ABO�( IABLES ART TO W 1166', AND 184' FLOOR 00IN 95 1/Y -BEAf,I SPAOW, ICE' (1An" SIXhkL HDONT AND 6' �A7d11� 5![ OVERHANG (6' OVERHAND VAX EACH SOE OF WTI 5 STABLRER RATES ARE REOUPEB ON SOEA'ALL µ04M AND LOWT"AL kfHORS SET INFLORDA, SET DNy RO(E 15C. EFFECRVE VARCH a (999. EN �,�1 •� .��' C' _ i ' � ;11 .'-1•`.i l'<,✓ ' ii:. 'v.i -:= • •.. . 0 OAAA APPROVAL APPROVED BY ONO Har 25,2008 ^'(� Ark. ox xurnxxnno uEnsruroexos ;Fi rE`yf) '' ,p '•, ". •.� . i "••.��OP.S"J.:r X, ��, Cu"'^ •'••••.•. ;�• '4" o?ED JACOWEN HOMES P.O. Box 36aM SAFETY HARBOR, ttCWDA 1.695' PHONE (71� 726-1138 Non(*No RRs �Ea1uTaNs Alp oRA4Exs uu p� Al. wowtwAy� WL ES'" A J"�`N ARMM.S6 to ttadO fd SLOE[ nwv561IpWsT Ft tlPTLdfuN�Rv2DEfi110AluMK O.V.T. DAZE; 12-11-07 REV. LETTER! DRA G TITLE NOR�1. SPACING TABLES DR C ER AD-TD-0087 60 ra AIOb 7149 tOCAnOH ADDENDUM SHEARWALL TIE—DOWN/PIER REQUIREMENTS sg NOTES 2 AND 1 FIGURE 8,0 ZN m lido Was WATION r.r ■ c aaa vr. sn (ncm A rG Nib W11 EOT:AAW > A re sQABWas w xrawq K-0ows NOS" NOW s = NOTE IA -- !a om 2 om 3. Q rat TTA.ub TNs tacAnm FIGURE 8,1 THE DETAIL AJ30VE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO All SHEARWALL CONFIGURATIONS, ALL ZONES, AND ALL V VALUES. 04 'AT, x-0Ows Ti411Ca n sac PM Tr-W& IWO XAT ar LIXATm u � PPROVED BY [IIraA d M AaL1 91Daq ABOR (NOT T®lam AT 10 j. i:j OTarp Map TO K MiTD fUt M WWAtt 101D O .7W rrino O(9t}( lO/a "�' ' • J (u Ao-a�tmT lm-waa Noxg roT W70 a mm AW+oe OMTwaTrnt} { EB 1 0 2 WVU A M AT rAOT DO Cr TIC 2fgt"i Xuys (rOl WC Mott PC74]} Q` i\0. -, 2000 (m TOq.Mm AT CAOi 00 or .UsTs NN'Aloxm cr j _ll n "W Nra nwxi1 910334 l �N�, z TWO! Sth"QL 6 tO:ATm WK A w KAM M mmil mas- ALA) la * " �•� TIC -DO SAKs G AYJ71 AN araNU (^j. q E"wQi aa.rnAaOmq ALL I1X3 t ANN(IFACTINWO HOME Apo ALL } '; o : STATE OF _4�. d NS7NUE1gNANDSAFEttsrFNOAaOs JACOBSEN HOMES "°n`C�,,�DAM sta srrOncAtva w oaf• .•••• R.R. I 02-01-00 P.o. & _ om a tI" wl a S/W M/PIER REQ. ID) SA1th NAkOMW, nORN)A STABS w:cW{ntTgw TK PNOME 0-M 72c-1136 marl tut east rarau M wC aC WA04C NA4": 77� tar 011 p(Nr/(W L(Url IrW t oR ' �- T u-1 DD 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / CL'LLHG WAY BE RUT OR SLOPED NOTES, Z 1 71 ,. OW" A401M 10 BE RATED FOR M UIT&AATE LOAD OF ATDSF (315R DESG, LOAD) (SEE AO -MO - I (10-UNDIAL ROTES) FOR ROTES ON GROUND XIKHOR NSIAILAIION) 2 NSIALL A PER AT EAM ENO OF INE SIEARR'ALL JOSTS (PER iK AMYE OETAAS). S.WHETTC-ROMN rySpm�AA115 � �OR PIERS AMYL A 50.A,[AOER )TINE KIWI CROSS-DDOE[R) NO AND ALL OPQ%Ml PIERS ARE REOlIROD (ALL SEARWALL OO,RQVATIOVS ALL ZONES A- M-DO" STRAP REWIRED AT EACH END or JDISTS, ALL DB- 0 CONFTOJRADONS. 6. 5. CEILING SIDRN FLAT -OpTR CATHEERµ OR SLOPED CFAIFFO LINT BE USED. FLU INSFtEARWALM ARE SHOIUI RI THE OE TAL•ABOI{• HDNEY£R, ANY EENCTH ��SHEARRALL WAY BE USED. . �JACOBSEN_ - HOMES P.O. BOX 365 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-JIM END VIEW 350 PII WAU" SFEARWALL DESIGN VALUE (PE; WALL) 1 I/A' X .035, Ti :OTAI SNAP CONTINUOUS MCJ\D JOISTS oz NOTICE THESE SEOMA71� A, DaAw NGS ARE WATER Al5 a JS'3!A WNR\C NAILI A" "I IU S' cIx K 0mc 5Ap Y , FE RFPT DORDER AL " SMI IRUI na& m DE VIEW X .035' TIE -DOWN STRAP UO'JS ARL'LVdT JOISTS APPROVED BY !,MCI ND(Ak vm\nw�l��,TRLnx•wr �• ExTAaawcLA�^•,•wr:x AD-TD-0110 62 DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS CEILING NAY BE RAT OR ! SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SDEWALL APPLICATION) 350 PLY MAXA/UM SHEARWALL DESIGN VµL1E (PER WALL) 1 1// X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. TO 35' I. GROUND M04 RS TO BE RATED FOR AN uRMATE LOAD O 4725A 13150 DESIGN LOAD) (SEE AD-TD-DOOI (TDQMRAL NOTES) IN NOTES ON OMANO ANCHOR I SIALLATDN.) 2. INSTALL A PER AT EACH DO O FIE 4RIRW.VL JOISTS (PEA THE ABOVE OTAAS). 3. WHEN 3EARWALL IS LOCATED ABM( A SOLID HEADER (FOIL NORM CROSS-1641DR) N0 G TIE -DOWN STRAPS OR PUS ARE REQUIRED (ALL 9EARBALL CONFIGURATIONS. ALL ZONES AND ALL DPOSIJIES} A. TR-DOWNN STRAP REOURED AT EACH END OF JOISTS, ALL DSL S/W COWXMTIONS 5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING LAY BE USED. 6. FULL WIDTH S EARWALLS ARE SHOWN IN Tiff DETAL ABOVE, HOWEVER, ANY LENGTH OR CROW. ATION SHEARWALL WAY BE USED. 7. TNIS DEIA4 ILAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECIONS 350 PUT MA1MM SIIFMWµL DESIGN VALUE (PER WALL) 1 1/4- X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. John C. Doede6j.1 15133 C. R. 22 Goshen jN 46526 N 6 A TRIPLE WE RAF`01. APRKARU TO STANDARD BE WE iRLIMS. dD VIEW X .035- TIE -DOWN STRAP AXIS AROUND JOISTS. NOTE ALSO AMICABLE TO *SUP SIC MARRIAGE WALLS WR[N AT LEAST 2 STANDARD AERWCAL TES ARE INSTALLED. (I EACH SIDE ADJAOLNT TO SHEARWALL LOCATION) APPROVED BY 1 000 N \.,. m�sTRAT�ioa+ElMiurc.Aa JACOBSEN HOMES NOTICE AXAM BW DA E: REV. LETTER; TIER SRDIIDKTAR AND NINE NE R.R. 4-09-96 Oxwt� POF ACARY, NU CDPACTUR L DRAWWG P.O. BOX 368 MATERIALS ° M ALEAc u�D 68K S/W CONFIG, TIE —DOWN SAFETY HARBOR, FLORIDA 34695 KOMT IN m[O7L <n ,NO Iml[ PHONE (813) 726-1138 KEPT Ommil L ND SCOEI MAW OWQS AWING MIMBER: AD-TD-0111 Dto PORCH ANCH DOUBLE HEADED 3,1. NOTES' 1. SEE SEi-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOO(INC X .035" TIE -DOWN STRAP JOUS AROUND STRAP BLOCKS. M7NOZONE IN EXPOSL)RE C ��•? (I10 MPH) 20 PSF ROOF 10 PSF D.L. F. CALCS.:- tog,li 7 d ,. M�RwAI� ... .. , BAgA APPROVAL• PPROVED BY Ih Eis,�J� JACOBSEN HOMES Nonce piAnNLS ARE SPEfKPPAET MON . A Cd _ NATDN, POFP P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 O.MY.4U AC7~ MAIEAINS OF ANXI86FN YNiFA 10 IK �2 sK» wamNs Ro r AM io IE PFOPDII Rq 9'E67C RT4 l All 0 BE I(D'1 WYllgiut NO g'3« IXOI aAQd flAL MANUFACTURED HOME NSTRUCTIDNAW SAFETY STANDARDS c ii t M.T. DATE. 12-13-03 REY. IETIR: PORCH ANCHORING — AD-TD-0112 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIAGONAL FRAME TIE ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REOUIRED ON THE ME -DOWN SPACING TABLES (SET- OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE-OOWN ANCHOR BRACKET (FACTORY INSTALLED) CRIMP SEAL (31501 WORKING LOAD) r VERTICAL TIE -DOWN TYPE 1, FINISH B, W GRADE I STEEL STRAPPING 1 1/4' WIDE k 0.035' o IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D39W-91. , r4r STANDARD SPECIFICATION FOR e�ti.K STRAPPING, MT STEEL. AND SEAL. „� n RADIUS CUP MUST BE NSTAUJD ON ALL TE-000H AN04M BRACKETS (RNSTAUER TO FAMBCATE RNM CIF BY PLACNG A STt4WT Y 1FNG111 OF 1 1/4- K OAW X-00111 SRIAP MATENAL N ANCHM AOT AND BEIM TO FORM THE CWIGURATMIN 910011.) RADIUS CUP MUST BE INSTALLED 10 PROTECT THE TIE -DOWN STRAP iTtOY THE BRACKET EDGES INSTALL THE TIE -DOWN STRAP IWOUGH THE SLOT N THE BRACKET 'ON TOP 1Y THE RADIUS CLIP. lm KiO. 0•••. DI APPROVAL• NOTES ENE070357 1. ALL VERTICAL TIE -DOWN STRAPS, DIACONAL FRAME = ROVED BY p TIE -DOWN STRAPS AND ANCHORING EOUIPMENT SUPPL - BY AND INSTALLED BY OTHERS- ON SITE. j'jyTF r ;•� ` JUN 1 5 19 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O,F; •.,/ ¢�ti W SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ' % 4l` A j r• A710N. . J' . y`.. A V��` INC 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS /NNr�,A'�L EN``��WBW�Momme WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANOYdI +�QCI III OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP), DEWQS ARE CERTFED By ODRRS NOTICE DRAWN Or. DATE: REV. IFIiFIh JACOBSEN HOMES MSEWE ItlKSNI)DAAWNMAK C.L.Y. 5-31-95 \/�`a°O1DRAWING nt P.O. RATUIMLS A AND ALT. DE-DOM APPL. SAFETY HARBOR. FLORIDARI)A 34695 INC Rut RAIWS w m 0 1RL A[CPOII F9Y 9YOk A AO WRi R DRAWING M USM PHONE (813) 726-1138 R71 OAFOmu AN, WCQT FAnI onn¢ AD-TD-0200 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, IT NAY BE LENGTHENED BY USING A CRRP SEAL NTH A WORKING LOAD OF 3150 POUNDS �o J DIAGONAL FRAME TIE . I ANCHORING EOWMENT 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. NOTES- 1 . ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED By OTHERS- ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO KATHER 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). APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) IF NEEDED, USE VERTICAL TIE —DOWN TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE It 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENONEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. e No. 910334 STATE C.', . �y? c'•��'OII�N�' �c JACOBSEN HOMES Nonce ® IM,SL 5"EOnC&"" r ORAwNLS Av( ORIONIL PRORN[IMT, ANO COR70fN G1l vv P.D. BOX JSB 4AIDOAL3 0" JACOBSER uNAMAtiUdNC SAFETY HARBOR, FLORIDA 3 e59 5 SVOf NARMA'S ATE PRDTTOID r0 iXE PHONE (a 13) 72b-1135 R�Nr I01 vEc" ARC VO M151 Y K`Pi CpRDLNRAt UO YCRT 1ROv OtM➢.S APPROVAL APPROVED BY TINREVISED 1N2396C. e�LRwruwsA:IMRRNar — (YARIw.GMIA'OAYflYRlM1WOR FR: R.R. SAIL 10-05-96 REV. uEF([R: ALT. TIE -DOWN APPL. A AD-TD-0210 66 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'A' CLLUN SEE TAKE FOR MAMA SPAN FOR C01UMNS'A' Olt'R' .C. COLUMN 'C' OR SEE TAKE FOR 4/J1 COI. i SEE TAKE FOR MAX SOAK FOR COL 'G' COL M1 'i COLUMN 'F CalWl r\ SEE TAKE FOR MAIEUN SPAN FOR COLUMN r _ MAMMUM ALLOWABLE SPAN TYPE OF AND OW REQ D (SEE AO-TD-0251, COLUMNS'A, r,'0' OR r COLUMNS IF OR'G' Cmm r AD-TP-0252 ,WO AD-TD-0253) ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 .ZONE 3 SEE NOTE I EXP. 'C EV. V ESP. 'C' EV. V EV. 'C' EV. V' DP. 'C M. V 00, 'C' I DP. V DV. 'C' I EV. '0' 2 - 31501 ANCHORS 13'-0" 29'-6" 33'-9" 23'-7" 13'-0" 29'-6" 33'-9" 23'-7' IS'-0" 29'-6" 33'-9" 23'-7' 1 - JISOF ANCHOR 21'-6" II'-9' 16'-10' 11'-10' 21'-6' H'-9" 16'-10" 11'-10' 2i'-6" P'-9" 16'-10" 11'-10' 1 - WOOL ANCXOR 27'-3' 16'-9" 21'-5" 15-0" 21-3" IR'-9' 21'-5" IS-o' 2T-3" 16'-9" Ti'-5" 15-0' NOTES' DHONmt APPROVAL OAPIA APPROVAL APPROVED BYE 1. SEE AD-TD-0251, AD-TD-0252 AND AD-M-0253o0or FOR SPECIFIC INFO. ON ANCHORS. jUN 1 5 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR ON A INSTALLATION.5,� INC Joho C. Doeden,l N=..... �M..N 15133 C. R. 22 Goshen, IN 46526 JACOBSEN HOMES NOTICE INCIE SPEOrICAMIS AND DUNK Na wn� .�. C.L.Y. .,... 5-3I-95 .. ....,... aNNN" PROPNDNrt. Am m/[ONLAL ORAIANG TITLE'-„ TIE APPL. / P.O. BOA xe SAFETY XARBOR FLORIDA 31695 "100a OF A 00" MA"ACXFAK DL SNGH Mk"u AM PROAOfD 19 M D0011 FQt SKCM PUFM ANO M T r COL -DOWN 4 DRANNG NUMBER ONE PH(B13) 726-1138 iaT m TIAL 000 iov rMM o m AD-TD-0250 67 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LHE OF AILLI-ROE FLOOR ' VFRDCAL TIE -DOWN TYPE 1. FINISH B, GRADE 1 STEEL STRAPPING 1 1/4• VADE k 0.035" IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION 03953-91. STANDARD SPECIFICATION FOR ANCHORING EOUIPMENT STRAPPING, FLAT STEEL AND SEALS. CAPABLE OF REASTWG O THE WORKING LOAD 0 O OF 3150 / MIN. O ANGLE SHORN. T -IT 11 35 ANC I I -III -III J5' AHQF =III-11 � ANOILRS INS,Al1ID 2{. MAR, COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS (3150# EA.) ,11111111111111!/! NOTE& v 6' . OAFA APPROVAL 1. ALL ANCHORING EOOIPMENT SUPPLIED•�G'STf9eCOn�i; BY AND INSTALLED BY OTHERS- ON SITE. • Q' No. o •, AFr:=:;''•.'ED BY�',,,r 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - ENE8703571 •: *� .� •�•�-,. ATION. JUN 1 5 19 '• 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS INC WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES....... �� .4^�; •�i�.� �� '�C14'�� C �� S9QiKK1CIAiiYE,Tp11p1q JACOBSEN HOMES NOTICE TKSES '1UIIORSN OAANKAARE BY: C.L.Y. OAIE, 5-31-95 REV. LETTER: P.O. BOX 368 mlqpF OHaNAL PRWRETAPI•, ND RMNCFNiVI YAIDIIALS of `ttLY.9=K 9AKiA0»0 9A 1 KAITA S W PR%M TO M f1 H ORAMHG TIRE COL. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34595 PHONE (B1J) J26-1738 �i�WlFlIpML Ap Y�O['T (R 01IER5 ORAIIWG NUUBOt AD-TO-0251 ANCNORWC CAPABLE Of THE WOf OF 7 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (3150#) 4DARD t SEALS. NOTES• DMA APPROVAL •�(�\S TE9�oF`2':' 1. ALL ANCHORING EQUIPMENT SUPPLIED `��`�O: Q' N0. O'•. PROVED BYp BY AND INSTALLED BY OTHERS- ON STE. Alk - 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING NE87 _ SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- JUN 1 S 1 AT10N. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS :9p •'.• 4 9Y 44'? INC WHERE THE ANCHORING SYSTEM REQUIRES THE USE %'•M0) N.•'•�� ^ """'� %� G OF EXTERNAL STRAPS OR CABLES. S •••••• �: e JACOBSEN HOMES Ms sXcirAnDaa�ao wn.w¢AcMAW BY. DATE C.L.Y. 5-25-95 REV. LETTER \� Box af713 vOF ACO AfO NMDEDTVL ""7p°NS °f - pUMNO nnE: COI TlE—DOWN APPI. SAFETY HARBOR, HARBOR, FLORIDA 34695 ILL 9101 YAgBIA$ /R iWAtt➢ W M MU AN RME) M TK A(appl FOP 9iQi: eui0>Q YO B41 [ DRAAf1G WIABUt PHONE (B73) 726—IIJB 26-11 I®I mwDpPN ua YOiI nw 011t$ AD—TD-0252 69 ADDENDUM COLUMN TIE -DOWN APPLICATION MORK94G LOAD OF 4000 / MIN. WARR AGE UK OF "11-MDE VERTICAL TIE -DOWN TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' MADE @ 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING MATH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. _ _ �-41-.—. _ - — COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (4000#) NOTES: ENONEFI� E, pO " i,, , DMA APPROVAL 1. ALL ANCHORING EQUIPMENT SUPPLIED O�•'•(�\ST FAI+£OCcq ��4 BY AND INSTALLED BY OTHERS- ON SITE. N0. FO •:� s PPROVED BYE 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING =N. J1 5 1M SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - _ ATION. - iNC 3. PROTECTION SHALL BE PROVIDED A7 SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE '9O •' /,�? y-[F�r' �� nww<r,.,nlFmKae OF EXTERNAL STRAPS OR CABLES. '�"t•'••:�DIA.•. •'�\�� wnneaxowmaFa�w NOTICE II IDM1M'B ._ DATE: REV. LETTER JACOBSEN HOMES MSE�EQiFA1KW$AIDpIfA1FNGSAl1E C.I.Y. 5-25-95 :NMA "OF 1147'wT' 4 t 11cm Vl DRAMNG TITLE: P.O. BOX FLORIDA MAIEIEM3 DF AALS Aw RDVMDTO THE COL TIE -DOWN APPL. „ SAFETYHARBOR,26-118 MOW Fa"-1 �.M'm PHONE (813) 726-f iJ8 KDq T.TeRORUL N0 =U „q, 0n pUAwc NwBER AD-TD-0253 70 ADDENDUM 1840 WIDE COLUMN TIE -DOWN APPLICATION OaIAMN 'A• C0.lMN 9'\\ SEE TABLE FOR KhXlWU 1 SPAN FCR COLUMNS 'A• to V l f COLUMN b\ /mum'C' r i APPROVED BY SEETABLE FOR uAM sPaw colt COLUMNS VoR V_ I r � SEE TABLE FOR SPAN COL i SEE TABLE FOR MAX SPAN FOR COL INC. MANUK''UREO HWE NM;IIONAIA SAFETY STA'WR.OS A1AR 0 3 1999 COLUMN 'F COLUMN 'F COLUMN r— SEE TABLE FOR MAXN M SPAN FOR COLUMN Y _ I MAXIMUM ALLDWABLE SPAN TYPE OF ANCHCRW REn (SEE IOW-0251, COWYNS'A'. V. VaE i COLUMNS VOR V calm T' ID-TD-OM NO AD-TD-0253) ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 SEE NOTE I EAP. 'C' t]tP. b' Off. C OP. b' OP. Y F3�. 'C 2 - 315W MOM SYi' 2Y-0" 2Y-4" 20'-4" 3Y-4" ZY-6• 29r-C 2Y-4" 3Y-4" 2Y-" 29'-4" 2rt-C I - 31501 ANCHOR tY-6' 17-t0" 14•-7' 10'-3• IE'-6• 12'-10• 14'-7' 11Y-Y IW-6" 17-TO" 1 r-r 1Y-Y 1 - 400DI ANCHOR 2Y-B" 16'-C If-7 13'-0• ?Y-6" 16'-4' 16-7 13-0' 2S-B" 1Y-Y Is-D• LEE. CALM NOTES. EN" • .. AC '.,, ! DAM APPRKNA : MW' � 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 •'Q� No. APPROVEo BY FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TO-0001 FOR ADDITIONAL NOTES ON ANCHOR 910334 INSTALLATION. 'q STATE INC., �,: .,,�F:• DNA.•• � .,, • Iw. ,R.sa a� Tj JACg$SEN HOMES um wARWS AEc ORE �•T• uATe 2-9-99 REV. UETTEFL TUC£ wca Anoms inlallAL IFaM4TAAY, AIO CarivOtlVE aU1NNG nllE: P.O. BOX 368 E uTLmus a A WR4N YNArACAeNc 184" WIDE COL. TIE—DO"APPL.IIC S FLORIDA 34695 91a1 YA10LN5 AK NIC�rDTOMHARBOR, AE61UN RM SW= PAA M AND YET H DRAMNG WMBMoNE (727) 726-1138 as manEN Yi YU Rum Imm ben¢ AD- 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT BRACKETS (SEE It-DOW SPACING TABLES -KFdLk AND/OR ALTERNATE- FOR MAXIM N SPACING ALOWED). ALSO SEE NOTE S STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0' (24') FROM EACH END OF 11E UNIT. NOTES: I. URGE OPENNG = ANY OPENING WIDER THAN MAX RE -DOWN 7ACNC ALONE Z VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VRTCAL lE-DOWN SPACIM SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES N01 EXCEED THE MAXIMUM TIf-DOWN SPACING REUM ON THE APPROPRIATE VERT)CAL/ERAME TIE -DOWN SPACINC TABLES (SEE DINER DETAILS). ). INSTALL FRAME TIES AT All VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-TD-0001 FOR ADDITIONAL REOL.fEMENTS JACOBSEN HOMES P.D. R. F J68 SAFETY HARBOR. F26-11 34895 Im PHONE (e13) 7�6-I U8 C. C STE i ENE8703571 c -'M61iaNr't� rrrrrrru 1 n n nll""� ANCHOR BRACKET AND TIE -DOWN DEVICES ARE CERTIED BY OTHERS NOTICE I DRAWN BY. i SE S crh G AND mo= ARE maNA PRalKlARY, AND COED TA NAIQGNS OF ACDBKN YNAFACY"G NC 9 YAME ARC PRV M Tw Rf� FOR 9WX R/�HI Ab yp7 R RIDI CLlRI�NI APp SL F TRY OTGG ROVED BY �,N 1 5 am LNG �anY�IDR]! C.L.Y. 1 5-31--95 TYP. SINGLE WIDE T/D R AD-TD-0300 IL1lER: III 72 ADDENDUM TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT SEE NDTE 2 A C 24' SEE Ip1E T COLUMN SUPPORT TE-DOWN STRAPS rJaM AT COLUMN LOCATIONS ON EACH SIDE OF OPONEI6S "ATER THAN 48' N WTIL MULR-MADE FLOOR 9 MN SFPERATED FOR CLARITY 24' V v 24. STANDARD MENTIGY TIE-DOIN SAIAPS CR ANCHOR TtA= (SEE TE-DOMN SPACING TABLES-NORNAL AND/Olt ALTERNATE- FOR MA W SPAM ALOWED). ALSO SEE NOTE 1 STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRAGIn TO BE INSTALLED A MAXIMUM OF 2' O' (24' FROM EACH END OF THE UNIT, FOR TRIPLE WIDE AND LAT(EA LIMIT DESIGNS. INSTALL `"AAAATT�NIITI FT� A'r�i ALL TIE -DOWN STRAPS AS SNOYM N THIS DETAIL ..+'�J�N. C' •D... NOTES: - ?4' No. �O':' I. LARGE OPENING = ANY OPENING MDER THAN MAX TIE -DOWN SPACING ALLOWED. jENE8703571 OVED BY 2, VERTCAL TIE -DOWNS MAY EXCEED ME STANDARD VERTICAL TIE -DOWN SPA ftsS SO LONG AS, THE AVERAGE SPACING ( (A4RVC) / 1 ) DOES NOT EXCEED THE MA7MNM TIE -DOWN SPACING TGEOLARm ON TIE APPROPRIATE VERTX:AL/FRAE TA OF ;' �' - 90', 6 4..` ,AJN 1 5 10 TE-DOWN SPACING TABLES (SEE OTHER DETAA.S). _G( ; F� /�• �Ff,C!, V�Q; , � N V �.v INC 3. NSTAI FRAME TES AT ALL VERTICAL TE-DOWN LOCATIONS.s��NA�' • EtJ``..�`'` CIt4d 4. SEE A) -TO -WO FOR ADDITIONAL REOIREMENTS Aa+s(EpM)oA >4-OOMN OEY(SS ARE (XRTMFD BY DINERS JACOBSEN HOMES NOTICE n(xvraKwn«s xomArNSAAE DRAMG by: C.L.Y. DATE. 6-1-95 REv. GETTER DRAMNO TItt� TYP. lAULTI-WIDE T/D It amoral pgpgpElAIR. ANp memTrw. NATMALS a nccnegH N roxAcnam C /\ % P.O. BOX 368 SAFET'f HARBOR, FLORIOA Y695 KM M F@ V= R60YSS AIpa mm C DRAMNG NUMSM AD-TD-0310 PRONE (813) 726-1138 �T > MTa r 0> 73 ZONE I TIE -DOWNS SEE DETAIL - 'A' SEE DETAIL - V SINGLE WIDE TIE —DOWN MARRIAGE WALL - OPENING TIE -DOWN :EOUIRED AT OPENINI ONLY. OPTIONAL AT OTHER LOCATIONS.) NOTE: c secnoN MARRIAGE WALL - SIMILAR TO I OPENING TIE -DOWN SINGLE WIDE (REWIRED AT OPENINI FRAME TIE -DOWN ONLY. OPTIONAL AT OTHER LOCATIONS.) FRAME TIE -DOWN DOUBLE WIDE TIE —DOWN I NOTE: A & B SECTIONS SIMILAR TO DOUBLE WIDE TIE -DOWN TRIPLE WIDE TIE —DOWN SEE DETAIL - 'A' SEE DETAIL - V TIE -DOWN STRAP SINGLE HEADED (ROUND ANCHOR (WHEN MARRIAGE WALL TES AND FRAME TES ARE LOCATED AND SECURED TO THE SAME (RO.ND STRAP BUXE WITH 2O251 MOM A DOUBLE WfADED GROUND ANCHOR MUST BE USED) CAPACITY 14NW0.1M ALL GROUND ANCHORS MUST BE LISTED TO CARRY TIE LOAONG IMPOSED BY THE 11E-DOWN STRAPPING (31SO LES MAXIMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' 40' - 6O TYPICAL TIE -DOWN STRAP (1 1/4` X .OV MINIMUM ➢NK COAkD STEEL STRAP, OR EWAL WdTH 315o+ CAPACITY MINIMUM) )c 1.5= 477,S a uL.TI,,,F L. A. ogr.ACITNT POJ. DOWN TIGHT TO —J GROUND ANCHOR DETAIL 'A' NQTECj' DAPIA APPROVAL, s ,.......• p t SEE DETAIL '0' PALE 4 NOR MARRIAGE WALL�, O ,itFlC ' • 00 OPENINS GREATER THAN 49 INCHES. 6 VP To 171-( WISUTq 0/ 'CIF' �r0"� �a APPRoVrE_D BY 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 6DR sPA4, N).OD45454 . C DEC 2 ANCHOR AND TIE -DOWN PLACEMENT.e- 3. SEE DETAIL 'A' PACE MR TYPICAL (-BFA :. .:i I PIER CONSTRUCTION ., STATE OF i� .o I it.t x • 0� ®,t��s••o,'©R\0• CG ,,� em�amAw.nw®wx . ri_ S�n.-.e r�)U��Jv wanaioierasxtnstssawc'6 JACOBSEN HOMES NOTICE mX%14 BY: 01T£ Z� wN KS,'SKIWF MMu!^.RRhtt:N MONAL PR"MARY, X CCW'# TA RR 10S'-95 .�_.�.0 .�DOW— P.O. BOX 368 C AcossEw 1AOC NC ORAMNG P11E dL l-E NS SAFETY HARBOR, FLORIDA 30895 PHONE (813) 726-9138 ti: 9K5( NAAS PRNl 10 H cm pRW Mw K WTCUfMFAmY�noii R�iii'd- FAD-(1-OODt 74 ZONE 1 TIE -DOWN SPACING CHART TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")* SECTION WIDTH I — BEAM SPACING SIDE OVERHANG MAX CENTER SPACING MAX END SPACING 14' 166' 95' 0' 101-101- 14' 160' 95' 6" 1o'-3" 12' 95' 13" 81-4" 12' 82' 0' 12' 82" 12' 75" 0" 10*- 12' 75" 13' 10'-8" TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 48")* SECTION WIDTH I I —BEAM SPACING ENTER ING MAX END SPACING 14' 166" 95" II" 2'-0°14' 160" 95" " M_8" 2�- ��12' 95" 8" Z'-0"12' 82' 01, 2'-0"12' 82' 0" Z''0"12' 75 8" V-0r 12' 75' 13" B' - B" 1 V-0.. TYPICAL I -REAM TIE -DOWN YAW FRAME I -BEAM END I CENTER CENTER I CENTER I CENTER I CENTER I END SPACM SPACING SPACING SPACING SPACING SPACING SPMANG SINGLE WIDE TIE -DOWN PLACEAIENT S11�GLtIN1DES x.D000I.EWIDES NOTES: TIE -DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF THE EXTERIOR WALLS OF THE HOME. 2. THE ANGLE BETWEEN THE TIE -DOWN STRAP AND THE GROUND I . MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES HIGH, UNLESS OTHERWISE SPECIFIED, I No. STATE OF — s�sTERE0 EVG.,0', Nonce JAl OBSEN HOMES iNEY 9S�IXNIS AIO OAARg45 ARE gLONN. PROPRXTART, ANP CRYi0111A1 a P.O. BOX 368 NAID5N5 Q A,L6BARE YNiAAZTXdI<L RIC 9KN M Tfa5 ARE PkMfD w INE SAFETY HARBOR, FLORIDA 34695 NTT O 1 fw s¢mc nmrss WV 0 i PHONE (013) 726-I136 IarT Emnrnnu uo x(%7IRd ono¢ APPROVED BY RR _... 10-31-95 TlE-DOWN SPACING AD-Z1-0010 PAGE 2- i5 ZONE I TIE -DOWN PLACEMENT TYPICAL I -BEAM / TIE -DOWN `MAIN FRAME I -BEAM - -SEE NOTE III-/ MAIN FRAME I -BEAM END SPACINGI CENTER SPACING CENTER $PACING ..J-. I CENTER SPAgNG CENTER I SPAgNG CENTER I SPA MG END ISPADNOI DOUBLE WIDE TIE -DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER ENO V TYPICAL I -BEAM TIE -Dom TI `MAIN FRAME I-BEAM SEE NOTE 11 NOTE IT-/ `MAIN FRAME I -BEAM `MAIN FRAME I -BEAM, co ACNCI SPARC SPAT CENTER (SPAgNGEND I r- T T'_y7 TRIPLE WIDE TIE —DOWN Pi AC M NT NOTES: ENONEER`tol' Do • #•DARA APPROVAL •• T' SEE DETAIL V PAGE 4 FOR BLOCKING AND ANCHORING OF :.�,Q'�P'[IFICgT `'t'••i APPROVED 8Y MARRIAGE WALL OPENINGS WADER THAN 49 INCHES NO. OO4SMHS • T , ■ O➢YA II , * •• 'STATE OF • * � . _.. • ter. _. u..:,asinrArowgivyvA --. NOTICE: -°P� BD°' DATE: 4 REY, LEIGR:. JACOBSEN HOMES HE�9EQ�1 ra MDDRAVN4 h RR ?D-3?-95 CfdGiHM, PROM'MY. ANa ChWWTX' , .TFLLm_....— MATMA S OF JAOX6 MASSAACIULNG CFkw4G i1r,E: P.o. eox aea } TIE -DOWN PLACEMENT dIC 9nx MAiFRnLS KR GYGMt4ll 1a RCc ..-. V _ SAFETY NE BOR, i 26-11 36bS5 M T fOR �[61^. u Di DRAY�4NG t1UMGER PHONE (Bi3) 72a-ti3S tIDiWt8NAN1l+dY�TfF�aat£S AD—Gi-D020 10 ZONE 1 INSTALLATIONS I. 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/Oft THIS ADDENDUM. BY a Ci/. FEB 0 1 2000 JACOBSEN HOMES NOTICE n4YPEnXMSMWAw "Ic Inenn ar. M.T. unrz: 2-1—D0 MY. uue m P.O. BO% 368 OR"t4j. WIWA[TAR, W CanOE11AE UA HuaFAcm YA1pgALS 6 J�C i6WvnOfCm>� gtAAWG nnC: ZONE 1 INST. n SAFr T / HARBOR. FLORIDA 34695 p,p,HAF W m R111W1 RW gum IWI Aro Y�ST t /.1 DRAWW KNOER: 1 HONE (727) 726-1136 w1WIIlWIYIAitannwa - AD-Z1-0100 77 ADDENDUM FOR INTERSECTING UNITS DORMER F ari m TRIPLE lY1DE OR QUAD WIDE SECTTON(S) a r' YAW UNIT MAXIMUM PER HEIGHT FOR VAF40A ZONES (REFER ALSO 10 SIDEWALL TIE -DOWNS MAXIMUM IE XT) ZONE 2 ZOE.3 DPOSURF 'C' 90' 56' c(P091RE V 39' 16' LONGTUXNAL TIES ONLY REWIRED 0 EA HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. V TO 2 REGIIAED EA HAU` (I- OI:E EA BEAM, ETC-) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MAIN UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE MOE Co1NELIION REOUREMENM 24' MA10OM SPAONG TO FIRST SDWALL TIE FROM EACH DO OF THE UMT (SAME AS TIP. DOUBLE YAM IE-DOWN PEIARFAENTS). 2 LONGTLUNQ TIES REWIRED AT EACH HALF THIS DO ONLY. CONNECT THE TRIPLE AIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND VAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W 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) .null/❑t//.. NOTES• L RvtMNOVA OAPIA APPRUVAL °� ]Q• .��\5 EqF . Fy s� I. FEIR QUAD sEcnws EACH bOUB E SECTION' of THE uwT s u1 BE DEscHED c No. o '•. APPROVED BYE. INDEPENDENT OF nE OTHER STRUCTAE, (IE. SNEMRMALLS, 7E-D W , IUDGE- EN O3SJ ' euMs eauuN SUPPORTS, ETC.. ARE CALCULATED FOR ua uun-seem.) IIJN 1 5 19SS ONAt 'Alf/ III\11\ JACOBSEN HOMES UESE SK��S'� DRAM„CS DRAWN er: , C.L.Y. DA E. 5-16-95 Ky. L hR: OPoONAL PROPKTARY• AND 00Nrm7IAL DRAWING TITLE ,V P.O. BOX 368 MATERI&S OF 1EOBSEN MAFARACTING TNE ADDENDUM —TNT. UNITS SAFETY HARBOR, FLORIDA 726-113t695 RCr1W FM 7=mC l6 .VOYVK DRAWING WIB02 nn PHONE (873)726-1130 qPF CQ61XMN1 AND YGPEF IAO10trtRi QUADADDI F tf ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR WAD UNITS IS THE SAW AS FOR THE PAIN UNIT (R£TER TO SET-UP CETALq NOTES. i. 30 GA GALV. STRIPS USED WAY BE "AND DEFLECTORS REUOIAD FROM ROOF N ORIGINAL 0016TICN (EXCEPT FOR STAPLE HOLES} STEEL STRIP WAY BE CCNTWJCM OR PIECED. 2. SRNCES N THE DO NER AREA Of THE NANI UNIT MAY BE SAPPED LOOSE AND NSTAEIID ON 97E AFTER THE LINTS HAVE BEEN ATTACHED TO PREKNT ANY TRW97 DAMW AND To U19A4E THE Si0NCE5 UNE-UP FROM ONE SECVA TD THE NEXT. 3o GA. GALV. STEEL STRIP NSTALLM OVER HATING LINE JOINT (SEE PUN KW BELOW) ROOF PER MM RAE OR ROLE BEAN CROSS-5ECTICT 30 GA GALV. STEEL STRIP 6• X LENGTH OF ROOF `SECTIONS 1u.Y BE OVERLAPPED 2'' WN) W/STAR[S AS SHOWN. 0E7ALL ROOF CAP PER SET- UP MAN. OVER GALV. SAISP. (91 NOTE 1) 30 GA GALV. SIM STRIP SECURED 141H 7/16' X 16 GA. STAPLES RILL PETETRA110N RIO DECKING T " O.0 Wa SPACING (TYP.) �Or��ISTE ,... e No. Fo • I ENE8703571 i 3/B' X 5' LAG SCREWS 1B' O.0 ()ONES 2 A 3) STAGGERED DAPIA e, A JUN 1 5 IM INC =FLORWA MES "`I ATTT iQA1 DA" nESE wOITGAwlua AND oRlr ARE C.L.Y. 5-16-95 mwm. PAOFAEWRRT. AND caaL[NTWL DRAANG ATIL• ®'WA'lpAALS OF JAC BSEN WA ACRAANC T HARBOR.3A695 W- sTw MATDEILS ANT PROM® To M AL. ROOF ASSEMBLY 6 IEarort Fa W'( 0 NOTES ND olm KDRAANG NUMoLA Pr CDIID A AD SEDET nNr o Nm QQADAD02 19 ,JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727)726-1138