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Home My WebLink AboutMANUAL - ADDENDUM,SET UP AL ADDENDUM 0 ❑ter❑ JA OBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. REV-01 /10 ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C contact the Department of Motor Vehicles 850-413-7600 1 ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R—VALUE OF B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. /DUCT SUPPLY OR RETURN O"G 3SOVER USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT 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 NOTES, BY I im 1 5 1m INC JACOBSEN HOMES 7HML ��'MWDUA AM C.L.Y. DAIS 5-30-95 "` ""` MONN, VROPMETARW. AND Coa TK DRAWING TIRE. a P.O. BOX 368 MIM= OF,� N";�A`l,"'�'„G` EXTERI�A/CDOUOCTSAFETY HARBOR FLORIDA 34695 RCCP09 CW S;CIIC RXAHS NO W i a DRAINING NUUBM'PHONE (813) 726-1138 Imt C4 WTK ANI moo ERN onaa ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) APPROVED BY Si} `- T. N 141 I \ ,. 1®taNMX."+Y®�oi O7�IA1AtlpWOiigWXO 177177771 JACOBSEN HOMES I ICE TSSEWEONGRON6ANDDXAYN6Aff """"" �, C.L.Y. aamlN rRaPXnM An0.mrctwnrt �A1BEAl5 °�'AOmmm MA ACRXNI6 queN6nne W.H. VENT. SYS. B P.D. BOX 368 „ SAFETY HARBOR, FLORIDA JA695 f¢Wp( rm S Or PP ND PRWM "I r DRA'AIRO NUMBER PHONE (813) 726-1158 W1 C&fM ^ NO SEOU and CUM AD—AC-0100 3 ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.131' X 1 1/2' MIN. / 3/8' X 3 1/2' MIN. LAG INSTALLED SEE NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 0.016' X 1 1/2' MIN. STEEL STRAP 0 48' O.C. MAX. SPACING 1 4' TO 3 4' GAP WITH FASTENING INTO JOIST 'I EACH SIDE OF CENTER LINE PER TABLE BELOW: FOR GAPS IN FLOOR SYSUNS INSTALL WOW SHIM AT ALL LAG NDS01 TO 1/Y, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3A". INCREASE THROB AND TO KEEP CONNECTION (ALLZONES)LAG TIGHT. (SEE NONE 2) LENGTH 1 1/P'. ( A11D DkE Ef0+691K ]/6' % ] I/I' lAG SOLI 30 G SDIAP FASiFMD q 7 r % 1I GA SMRFS 1" 201E [IQ'am 1l4" MAMA Or FASTF= PFGJRdD WWII 11/Y RALS 7/19' % II GA. STAPLES wn" SPA= w10MAl SPAONG Y IF as 21/4r" Y ] 6 2 y D• 17'as 1 7/R at D• 4 7 ] Y IIF as r as Y 4 7 y D• Ir as 1 1/r as E• S I _ ROTES, DNONM APMA; DAM APPRwA I. 1' Y/L PE]ETRAIRIN 5 T imn ON STAAIFS Fat SIR. 11014• SIRM. APPROVED BY ON 2. 11000 SM 70 E M D FRm SPF p YN OR KM rose, 4' % GAP som wL srE1 Revised ay 24 2006 141INC. f Z3 Ob oY1GR RYROm YA7 YgD F AICai55 EOO1R5 GAP tnTH 4' % 4' YIl S4j John Ci. Dcb&n, pL. S 10F MA MIY SOEULL NOW. 4. SM OMDEULS FOR SFNAIG FLOORS FOR ARIOLIRAML K2 Engnmring I!1D w�u{,.Cnluo Nuee reoenn 'Eot u rFrn v�ennr.ou�os JACOBSEN HOMES NOS nAs scaWRE AND ou.c ARE puw Rc M.T. DAM 05-22-06 RLV. tEl>ER Mon P.O. P.a anew. CrAOA1E n° ACT% lL or 1leoasfll RAArAeman wal "Alum ME From TO x ORATING TITLE- M FLOOR FASTENING N, FLORIDAw_ SA7EPY AAROOA. 260]IO05 PHONE (al]) 726-113R fDBQ Pl !®C pm AO SUIT ■ WI O"UNIX be no lml cwm DRAIIIG MAAIFR AD-FA-0001 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 Notes, 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS .131' X 3 1/27 MIN. NAILS . 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE —NAILED). MARRIAGE LINE s 2j o(, John C. Doeden, P.E. K2 Engineering. Ina APPROVED BY Revised 0,160 ON May 26,2006 INC. i[OIO YOIFY.TMloM t cwslooC110t wlwf1M0U1o5 JACOBSEN HOMES P.4 Box 56E ® xQSUNU o"".c" Mlo � wu camrmwWw" w�v� gr �"� M.T. G"'c 05�-22-06 Hnu� GMM1G ➢AE• M WALL FASTENING SliFETY HARBOR. FLORDA 3095 w sa wwu Aw ngmoto x Now iu mane PUP= as r i NUDNG N0U1! PHONE (W) 7t6-.nee im aimix Ac sm m amm AD—FA-0010 5 ADDENDUM MULTI —WIDE ROOF FASTENING CENTER LINE OR MATING TINE OF TRIPLE 1MDE UNITS 30 GA. GALV. STEEL STRIP I .. SECURED WTH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART CFI AD-FA-0001 MAX SPACING). 70 GA. GALV. STEEL STRIP -B' X LENGTH OF ROOF (SECTIDNS MAY BE OVERLAPPED 2' MR) W/STAPLES AS SHOW INSTALL ROOF CAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS REMOVED FROM -LAG SCREW SET RACKS ROOF IN ORIGINAL CONCIRDN, FOR TRIPLE M1DES EXCEPT FOR STAPLE HOLES) FOR DOUBLE WAES�\ PAN VIEW 3/B' X 5' LAG SCREWS smLAG SCREW K7 RACKS TRIPLE VIDE ROOF UN E (2 1/4- SMOOTH SHANK) FOR DOUBLE MULES INSTALL LAG SCREWS I I� SEE CHART ON AD-FA-0001 FOR TRIPLE WDES AT A 45' ANGLE _ FOR MA)G MUM SPACING STAB 1 4' 2 3 4' C 147TO34'GAP ROOF PERIMETER RAILy OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE 14) CROSS—SECTION OR FGAPS J INSTALL WOOD SHIM AT ALL LAG FOR CAPS IN ROOF SYSTEMS LOCATIONS FOR TAG SCREW TO GO TO ISE LAG LENGTH I' THROUGH AND TO KEEP CONNECTION AM FOR CAPS 3/4', INCREASE TIGHT. (SEE NOTE 2) NDS01 LAG LENGTH 1 1/2'. REF CALC. PG. ( (Au) CROSS—SECTION GAP) C WA- s'1.01- s1.07 ALL EXPOSURES) L 1 I/A' WL MXVA101 N10 ME" MOM IS REDO M FOR IAO SUM 2 MW SIM W BE IMM n= SPF p MR CR EEM APPROVED BY , Si X C % GAP 1DIN YN. am Revised l� OR PLY100D MAY BE USED F IH001E4 EQUALS GIP 1DTN-4' % A' YK 9>7a r l SEE ORFA OETALS FOR CGIHETNG ROOF NIFIECRQL Elay 24 , 200 fi 4. *101 INSTAILIIG A LAG SOEF INTO A MM BEAM, F185 -M A 3/4' DFARAIKS join C. n. P. L. � � INC. NOTE TNR M THE F10 ROOF BEAN, =*-M A 1/4' NOTE 1NLWON. ICE rig F.njmeern nT, Inc FIDEM w FAMWID M E PFC M ROM BEAM FOR TIE INTEADW PORTION OF VG SM INESE OHS ARE wsnuno• ••o sutra "D A•os FM 3/e TAG SOEEM QL% JACOBSEN HOMES Nrs acaFGmN CP Mc M.T. OS-22-06 or aEUFM. PRROPMUMY. Mo mfcOfNE CRARNG 17P wwP.O. Box xe wA W w "GC M/W ROOF FASTLTJING SAF£ HARBLRaIR'I 720Rmi7E"91�0/WOMAo wFoi aeon ORATM NOI@R AD-FA-0020 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA NM. GALV STEEL RIDGE CAP COVERING LENGTH OF ROOF (M91 Y OVERLAP AT SEAM) SECURED WITH OB X 7/I6- HEAD X f FULLY THREADED SCREW AT EVERY RIB (AND ON B07H SIDES OF RIB WITHIN END 2ONE) RIDGE CAP SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF Ref: EX-13-0051 and AD-FA-0020 NDS01 (� ) K 10 11orwIz'il4fit III[ON IlLIO i ..IHa'u1:1!'G METAL ROOF PANELS STOP APP. 50 FROM CENTER LINE �-30 GA GALV. STEEL STRIP 5- X LENGTH OF ROOF (SEE AD-FA-0020) SECURED WITH 7/16• X 16 GA. STAPLES RILL PENETRATION INTO DECKING (SEE CHART ON AD-FA-ODDI MAX SPACING) SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY STANDARD 7AC O.S.B. (24/16 INDEX) ROOF SHEATHING. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS U -7 sRep� 10,2008 SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND JftC%(�00'sni;, F._ N INC, TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN fEDB Y FAMKD WKE ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECDVE hlowing, Inc ccros umonaxosacmmomos SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) JACOBSEN HOMES Rol �"`"m °" D6S S�1GIDS AHD D.M.T. 08-25-08 OG�WS A1S o An. A■ c m1u� wv= rm-METAL ROOF RIDGE CAP PA. BOX 36■ MUM O dAC■ = UWACRUS m m BAIDm Aa wm to tic PH ) n26-1i3 w7cu�mKw=uF Bmw 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 NOTES: 1. 30 GA. CALK STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE m .A)N 1 5 rz INC NOTICE u m D.: �niu nxr. �1�tx JACOBSEN HOMES iKsEvEalv,➢OnmDORArRWAM C.L.Y. 6-5-95 ■ nRm1AL PRa WMY. AHD muw K ORAMG Tlu P.D. BOX 368 uA� OFPZMSEN rA/11FACTLARC M/W ROOF SEALING PIG WAiFrNS ARE PROMM 10 ffi p1AANG NUYBER _SAFETY HARBOR. FLORIDA 34695 lwaw9J01 fa at sm PJFM"r PHONE (813) 726-1136 PVT CWMnAL 00 9fOU FRa MOM 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 NOTES- 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES — HIGH SIDE 15# FELT UNDERLAYMENT MULTI —WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) BY .AA1 1 5 m INC NOTICE worm UT: UAW mv. altm JACOBSEN HOMES TKKSKOWTW9ANODRAWNGSARL C.LY. 6-5-95 HOWL RRWKTARX. AM P.O. eox 368 a axmIRAO DRAMNG 7IIlE m MATMALS JAC0B9N UANNAcllre VC 9" MAT R NS AM PROW 0 10 tc M/W ROOF SEALING SAFETY HARBDR FLORIDA 34695 ZMNT fat 9T=PISA196. -W ff DRAMNG NOYBER PHONE (813) 726-1138 )VI cmmm w mm mat onus I AD—FA-0026 9 SHIPPED LOOSE HEARTH EXTENSIONS TYPICAL WALL HP.ARTH. INSPAIIATHON• I. FUDSE ANY CARPET AND/CR PAD FRCM IMDCR THE HEARTH EXTENSION AREA 2. MCI THE META F1A90G N THE "IN AREA 10 WAIRE THAT IT HAS BEEN INSTALLED (THIS FIASHM MST BE RAM ON THE FLOOR TO PROTECT TE AREA BETWEEN THE FRDPLACF AND THE HEARTH) 1 LOCATE RE WAIN EXTNSION (SIOPPED LOOSE N THE HOME) AM INSTALL FOILOMNG THESE STEPS: - A. CAROMY HALE THE "IN EXTENSION N THE PROPER LOCATION N FRONT OF THE FIREPLACE ASSELBLY. B. SECURE THE HEARTH EXTENSION TD THE FLOOR W/ 4 jB s 2' WOOD SCREW& C. FILL THE AREA BETFEEN THE FACE CF THE FIREPLACE AND THE FARM EXTENSION MIR A NON-CMIJISTABLE CAWOIIG OR MORTAR. D. OR FOLLOW THE WAIN MANOFACIURERS INSTRUCTIONS FOR INSTALLATION. IILE SURROUND T-F TYP. HEARTH J (MAY BE SHIPPED LOOSE) 1. A TYPICAL DLE 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) /- WOOD TRIM FACTORY INSTALLED FLASHING APPROVED BY IV RJUN 2 8 W ING may a+�wms:.oro JACOBSEN HOMES Nonce n* UAIF H�v HLTTTR M= 6PCdICAtuX6 Alm 6RAMN6 ARE C.LY. 6-16-95 ■ � PROFRILNV AR6 CWcomn DRAMN6 TTE• P.O. BOX 368 YAlC w AAcaegNN YAHIFACAXmIa SHIP -LOOSE HEARTH r; SATI UAtWWS ARC rR0110<D t6 71Q SAFETY HARBOR. FLORIDA 34695 N"ff rat gOX: FEES Y6I rT W AMNG NUMBER PHONE (613) 226-1138 RAT NWWTK W RM FT= 66u¢ AD—FP-0001 10 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 2E✓ OR 25 M INC. FEDERAL MUFACTURED HOME CONSTRUCTION AND SAFEI Y STANDARDS SET-UP MANUAL ADDENDUM AD-FS-0001-A 11 TRUSS SHEATHING APPROVED BY tft N P INC f EOEML NpxUFACNREB NONE Nt51WIL710N MD SATEIY STANMUi05 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 FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL MARRIAGE 3/8' MR. APA TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TO ALL SHEARBALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR HE OVERHANG OUTLOONERS (PURUNS), ATDC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (IB' X 16 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEAMNC) NOTES: 1. 3/B' UR. RATED SWAT" FASTENED TO ROOF TM WITH 7/16' X 1 1/2* X 16 CA UK STARES 1 IX D.C. AT PANEL EDGLS AND 3' O.G, AT ALL FRAMING MEMBERS (NO GLUE REWIRED) 3/8' 901HWG TO BE INSTALLED ON -SITE 0 VANOZONE III (110 MPH) ALL EXPOSURES APPROVED BY ' MAY k E N 14INC. K4NIONNNA�SWMARDS JACOBSEN HOMES N0710E: IIRAIK BT: DATE REV. LETTER TIIEg SPELIRCANONS ANO DRAWING. ARE R.R. 4-27-98 ■ ORIGINAL PROPRIETARY. AND CONFIDENTIAL DRAFANG TIRE: P.O. BOX 368 MATERIALS OF AACODSEN UANUFACIURM ,� M y 9KH MATERIALS ARE PRQV4XD TO PC TRUSS SHEATHING SAFETY HARBOR, FLORIDA JA695 fil l FOR W= PLfrDSES AM M6T BE DRAWING NUMBER. PHONE (813) 726-1138 KEPI caF Ilm AND SECRT FRw RR(Ri I AD-HR-0001 12 £l i000-aH-Otl muow+At�atrwvm+mim grit —gal (Ste) 3M Yam %mvwa JI1501 lMY mLRd 71®6iRlLdtmll 9:69K YmNDIA �OgNVf1 AI M / 36 LL OnlOrd M fV101M61016 -A wr %09 D"d LIAMO v Wi30 JOOH GMNIH ww.ummm WMW A s�mmt *nu %am euxnmm on'Ae MON vmm -.._.._. so-zo-so •� 'd'o , '"sa..gg� "'n'��° SSWOH Nassoodr saxvawis uarrs a lmm I isxm ANx umnuvfirx� imuudJ 900Z'90 IN pastnag ` A9 03AONddtl oul '6lglds NOU3 7r. 'Td 'UDPOOQ'O UgOr 9'£ZZ - O*E=-dN-O 'Jd 'O"IVO'd38 __ um �'M dill ISOd M 00 d M9 WX 3M OL M 9M103)NI 1DO64d OU1 sm ONX OD W OiMOIS 313139 MnM M MN 34 N N=N DON aM mm "1 '•FOR IOSON NOILISOd do-13S NI JOOH 039NIH NOLLISOd 9NIddIHS NI 300ii 039NIH -MMIMNUZYM13119 *a mw OOAY dw V= DON JD ma 13M at Kft 3011 ON 531N301YJ101D31 RM ADIvn= IMI47l. DON MM 1,41 W1R=m 9 1OI16Dd d i-J3; OI tDm Min mw DON Xm aL 3i1YN1 D MWIM MUM door MONIHx HINGED ROOF DETAIL UNDERIAY➢ENT TO BE OWED r HRN. CH BOTH SECTIONS OF HIN4i ROOF. FOR NO ZONES 2 AND 3. RAISE D(TENDED SINCE AND UNDERlAYWINT ka- AND A WIN. 4 1/Y ND1H OF ROO iC CEMENT TO TOP OF LAST SHINGLE ROW ON FDED ROOF SECTIDIL (THIS IS TO BE DONE BEFORE RAISDIO MINCED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6 - OYERHANO FASCIA BOARDS AND SECURE NTH 3-08 X r WOOD SaWA EACH SIDE OF OAP. APPROVED BY Revised ON Nov 30,2006 00oAINC. FEDERAL R%WF LTIAED NWE D uucr,MANDxA MSGNWIWS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS NOTES: 1. BRAE RMSTD ROOF SECTION N THE RAW T09TXN BEFORE SBHHNG HNILD KING POSTS INTO POSITION 1 I1 /y8/a& John C. Doedm P-b K2En' m NNDZONE 19 (110 MPH) ALL EXPOSURES JACOBSEN HOMES NOTICE rasE u m nr. D.T. DA7F )0-o2-oe IRv. I T(m El eox 39e OUMAL.d1G1NMSAW[AOH6A[ ORO.OL FOO1[Wt NO msIDHIAI � � D DRAT/ID T111E . HINGED ROOF DETAIL n EJMWF-lva SAFETY HIARBOR. FLORIDA 34695 AXE to lK [aiolf M 7mIC nwms AID rm [ /1 DRAWING MILHIE PHONE (eu) n6-n3B xm =MDMAL at =a Na XXM AD-HR-0003 14 SHINGLE AND UND�t LAYMENT APPLICATION uN HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15# FELT TO ROOF PEAK ONE-PIECE SHINGLE UNDERLAWENT I 2' MIN. OVERLAP (TYP.) - c ......... I ; I ; I ' I .................. .......... y .......... .............. ' I ::...... ............::::::::: .... MIN. TAR AS 1OWN ........ ..(APPLIED ON ST J :::SEE N07E .. ..... _ �--I ............. .... ...... . ............................. ..... I...................... ..... -T r-1 r1 3' MIN. SEE DETAIL 'A' " g N I _ SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURERS INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTALLING THE 15# FELT AND SHINGLES. D DETA�� A NOTES: 1: CEMENTING OF 15/ FELT IS NOT REQUIRED W ANY AREA EXCEPT **ERE NOTED. 2 FAsTEmmr OF 15/ FELT IS NOT REQUIRED. (FAMERS APPLIED JUST TO HOLD FELT IN PUCE UNTIL SHINGLES ARE INSTALLED.) ' 0 3. EXTEND THE FIRST LAM OF ON SITE 15# FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST CWRSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF. 4. 04CLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-DWf (LATH SPECIFIC END PANEL LAYOUT. AD--40-OD04 AD-HR-0003. AND AD-HR-0004. WINDZONE III (110 MPH) ALL EXPOSURES BY �� SIEP 2 2 INC. 7 HOME JACOBSEN HOMES NOTICE TIE( WOMICAIM AM WAWS ARE w.,, 0" M.T. ....._ 9-20-03 •--• ---- 011Ia1AL. PKIFRETARY. AND MWID N K DRAWNG 1111E "ME AND UKDERLAYIIENT „ P.O. BOX 361i MAMMALS OF J CCM YAIWPACMMRG WG SM MAMMALS ARE PROxom TO THE APPLICATION ON HINGED SECTION Pti�uias � � � � oRAwNG NUMBER:HE'(3)� AD—HR-0005 AM 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #6 X 4' SCREWS, 6-1/2' O.C. MAX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/ 16' X 1 1/2' X 16 GA. STAPLES INTO EACH 15" O.C. RAFTER 'AND 3 1/2' O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) NDSOi NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMT AND SHINGLES. SEE AD—HR-0002 FOR ASSEMBLY DETAILS. ALL WINDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L -- CRC - 167.01 - 167.02 1 Ri01 APPROVAL DAPA APPROVAL• — 1 APPROVED BY (/4 04 NAJnv.,:d �NC.2006 John0. DoenPE. ieKm92 EnggEnrig, 1TNC cmmwaAmm R;gRJACOBSEN HOMES P.O. Box 36e SAF N NOIICr. WWSYPDFKAMI ;MA=Z mom "WoKl f. nm mxmanw< NATUMS OP + ""KWICROM WN BY; O.A. DAID 06-06-06 RCr, 1L77ER: LT VNG ➢1w PEAK INSTALLATION DETAILS FDRAmc PH E (727BOR� f7OWDA 3A693 PHONE (7a�) 7a6-n38 A[6p1 FOR v OC MWIM AND NN r kMCorWpmRNOIIOQRWA ctW ND{BPA; . AD-HR-0009 16 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SIUNGLES (USING THE — 6 FASTEHER LIETHOD) AND CAP INSTALLED PER MANUFACTMS INSTALLATION INSTRUCTIONS. SHINGLE INSTALLATION NSTALL TI M LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT TO ROOF NTH A 6' YIN. VDTH OF TO ROOF PATH A 6' YN. YADTH OF ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO ROOF DECK AND/Oft EASING ROOF DECK AND/Olt EASTNG FELT AS SHOW FELT AS SHOW r SEE OTHER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION NOTES-.' BY . AUG 0 1 2�k JACOBSEN HOMES NOTIcE" M.T. 7-28-04 min aemw Or 46CpIfXO1Ml pine 0 _ '. P.O. BOX 368 Y- WM 6 IVa AFLSEN PRIAMMAKFAM HING 511Nci.E/uNDERLAYMFNr INSTALLATION we T �R 9= AR W W m BE SAFETY HARBOR, FLORIDA26-11 34695 IV, c ftW 9[6C Scicl to on R piA1pG NUMBER: PHONE (777) 726-1138 RP7 mrmma ■a Racl and 000¢ AD-HR-0007 - ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT iTEN TO FLOOR FRA14NG W W/ STAPLE OR NAL BANDING STRAP 14RAPPEO' AROUND PPE AND FASTENED TO FLOOR FRAIONG WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTANED TOWARD THE MO. MIRE TNDS RAADE CAN NOT BE A0IE1fD, NOT LESS ILAN 1/8' DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER I ND. VIEW OF DRAIN PIPING 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. r JUL INC. NOTICE CRAM BC CA'• BEY. LErVM JACOBSEN HOMES ➢MSKO(A➢OnM MA"MUX R.R. 7-17-97 /� nac PLUMBING SUPPORT /J/�\, � P.O. eez 36B T�Jd �' �" �'� o �, S"M NARBOR, ROROA 34695 tG SIIW YA➢IINS AI( 1➢01tim 10 ➢( PHONE (813) 725-1138 ¢I�C➢u➢➢llL !0(11R p➢g �A � AD—PL-0001 18 OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR OR GENERAL CONTRACTOR .ON SITE TO INSURE THAT THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. I NOTES: M MAR 13 JACOBSEN HOMES NOTICE: THESE mEOHGA11 ntue"cs ARC AM UT: M.T. "" 3-30-05 AR . AN At FBF DRANpNC 7171E: P.O. BOX 368 VATE KOO S M UFACR C NAFDUCH MATS ME ROMDOC7 K qG FROMDO) YATIM OPEN PORCH RAILING S SAFELY HARBOR. FLORIDA6-11 34695 RP N BE IR T W RPM M Wst H I SftAET r9ai onExs. DRA{8N8 NUMBER: AD—PO-0001 PHONE (727) 726—I138 OL AN F81 caaownu uo O 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 & ROOD SOLAR TUBES AND PLUMBING 4 1 VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE AD-PR-7002 SEE AD-PR-7008 SHIP P THIS SEC. LOOSE SE (SITE INSTALLED) - - - � - � C t FOR OVERHANGS `E AD-PR-70U FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED \-- FOR ROOF VENTING BOTH FACTORY J POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION.OF TRIPLE WIDE TYP1 -\L TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF SITE INSTALLED' PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES- OAPIA APPROVAL APPROVED BY Revised Oct 25,2007 INC. FEDERAL EUWNFACNIPED NOME CONSTRUCTION AND SAFETY STANDARDS oRANN Br. JACOBSEN HOMES T..SPE,N'ANo40rAFOEcE DATED...AM O.A. 10-24-07 REV LETTER: ORIGINAL PROPWART: NO CD!f FUIU. ORAB,NG ITIE: D P.O. Box 368 HATMAIS OF JAcm9EN MANOFACwwc W- ON SITE PITCHED ROOF DETAILS u SUM MANRALS ARE PWWW TO IFi E17 SAFETY HARBOR, FLORIDA 34695 RECMT FUR SIM PUIR 5 AND MIS BE ORAIMNG NUMBER: PHONE (n7) 726-1136 KEPT ODIMCI AL AND WV FROM QUM AD-PR-7001 20 ROOF TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECO1G WITH 7/16" X 1 1/2- X 16 GA, STAPLES (12) EACH SIDE OF MARRIAGE LINE TO EACH 16" O.C. RAFTER. SEE DETAIL 'A' It" MN. SITE INSTALLED DECKING O*ALAP FACTORY INSTALLED ROOF i LNG SEE NOTE /2 BE RIDGE BE) EE NOTE /4) SEE NOTE N1 SITE INSTALLED 7/16" MIN. ROOF DEOeNG 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 INSTALLED RAFTER BELOW. L FACTORY INSTALLED RAFTER CROSS-SECTION (CENTR sEcnoN) 1NNUONE'11 ALL EXPOSURES (110 MPH) 20 PSF ROOF REF. PG. RC-07-0044 10 PSF D.L. NDS01 REF. CAM C-FS3 - 88.01 NOTES: DKREER APPROVAL DW APPROVAL' 1. SECURE EACH 16" O.C. RAFTER TO RAIL BELOW WTH 2-110 X 4 1/2' SUM AT EACH RAFTER FIND. SITE APPROVED 6Y INSTALLED PITCHED RAFTER TO ALIGN MIN FACTORY INSTALLEDRAPIER (Ell SKEW TO NAME 1 I/4' PENETRATIONMIN.) 2 ATTACH MATE LINE RAFTER RAlS (OR RIDGE BEAMS) WITH Jun 09,2006 r' /10 X 4 1/2' SCREWS 9" O.C. MAX. SPACING 6 0� C. 1 SEE AD—FA-0020 FOR GAP TREATMENT BETYIEFN SECTIONS John C. eLian, Ftc. w OEM MA MEE K2 EngirmerkV, Inc wRsmucnD"�RD s.Enrsr.RD."Ds rT=JACOBSEN HOMES 1EEYsmGNImAAmCAAa AEE mum Rn O.A. 06-02-05 00111110 011111110,171 P.O. END% 358 Dnu t �, . rane WRALLf OF �ri Acn x Et swE 9AMU AK PRmvED A THE DRAG nnL• ROOF TO ROOF ATTACHMENT SAFELY NE (72. fLORIDA 31695 PNaecprA1m-1u6 fEQW � IPM RI!® un E� t svEmE,om"smuE.aw J DRAWC IM®Dt AD-PR-7002 21 r 1• END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS — 2 X 6 OUTLOOKER IT O.C. MAX. BETWEEN OUTLOOKERS 2 X 6 OVERHANG FASCIA THIS TRUSS NSTALI D ON SITE BOTTOM CHORD 16T DOUBLED END ZONE RAFTERS TYP. 16' O.C. 2 X 6 FASCIA FASTENED TO OUTLO00 W/LOR (5) 7/16• X 2 1/2' X 15 GA. STAPLES OR MN. (3) .131' X Y NABS (TYPICAL AT ALL CENTER BRACES) NDSCH lg•QQ Ac � QG 2 X 6 OUTLOOKER 19' D.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF j3 FLAT —2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .131 X 3' NABS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND LON. (3) .131' X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/►ON..131' X 3' NAILS OR MIN. 7 16' X 2 1/2 X 15 GA STAPLES IV O.C. MAIOMUM NTO TOP & BOTTOM CHORDS ONLY. 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY NOTE: (SHIPPED ASSEMBLED FOR SITE INSTALLATIDN) mu mEs TD BE 6EOATm W EA01 .. MW OF WE DOOM WI M LMA7M DI 1FE BAZOE PER FASIOEII CHM TRUSS ONLY DUDE OF UEFA i. Mai!e. I. ALL TRUSSES LOCATED WITHIN 35' OF THE END OF THE SECTION TO BE DOUBLED. 2 SEE OTHER *DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED 70 BE FASTENED PER AD—PR-7002 TYP. OUTLOOKER FASTFRNG: FASTENERS 01ANDI. PEcmat J31 PD WAD. 5 1 1/Y 15 GA SGP1E 8 Y 18 SCREW 2 1' (Din. TIP) O DAM FASTDERS DAY BE NSFAUEB VANDZONE 111 FROM TOP OIOAD DOW F PEDEIRADW ALL EXPOSURES 5 HWAIRED, (110 MPH) _ 20 PSF ROOF 10 PSF D.L C-RC-197.01-197.02 John C. Dos n, RL. K2 EngjAaCTIngr Inc. APPROVED BY 05,2006 N Anc. FEDEML AWIUFACOJRED MODE C SMUIONAM SAFETY STAHDAADS JACOBSEN HOMES IK E SPEOM NOTICE AM WASIM ARE �"� " O.A. 1-29-08• GUMAL PPOPREmm AID c2sv x NITER" OF JAMIM YAM►ACRM DRAwm mmENDO END ZONE ♦A P.O. BOX Ae era RAGS AAE PRMM M 1M RAFYER OVERHANG ASSEMBLY SAFIT' HARBOR, FLORDA 31695 Rmvw Ea 976C � AD x R DRAM, R� PHONE (7Z7) 726-1135 WT Fmmu AM MOM nN OVEIM m AD—PR-7003 22 ON SITE PITCHED ROOF DECKING INSTALLATION 16' MN. 16' ON CENTER ULCKNG OFFSET TRIPLE BIDE CENTER SECTION PEAK rSHE INSTALLED DEOKMG ON PITO#D NO BLOCKING REQUIRED TRUSS OUTSECSIDE E TOSREMA(ER L AT CONTINUOUS PANEL BOTH Ou190E SI:CTIONS (2 FILL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE SITE INSTALLED PITCHED TRUSSES TRIPLE WOE MARRIAGE LINE rMN.H PER SHEATHING REQUIREMENT MANUF. INSTAL v DEMG TO HETZE APA RATED ROOF DECKING (OR EQUAL) Now: ENONE£R ~AL 1. 1/8' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES 2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 IJ{ SPAN RATED) DECKING (EQUAL OR BETTER). John C. 00: d n. R 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE KZ �L1C�aTLui1;7 �, !iiC. SAME DECKING PATTERN. 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 WN020NE RI ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF 0.L APPROVED BY Revised Oct 29,2007 INC. FEOEPAL NANUFAMPED NONE CONSTRUCTION AND SAFETY STANOAPDS JACOBSEN HOMES iNfSE Si4lf1G101NO DIN7N6 Af E NNMII DT: O.A. mu 10-24-47 P.O. BOX 3m aFra1N_ PROPREEW No mmoma MATOULS Or WORSEN MANUFACIMOC DRA8INC 701E INST. MO. 20 MATOMS ARE PROEM TO DE ON SITE PITCHED ROOF DECKING 34695 726 ii30 gm MHz AM Rmrmm auYwG M�Ert PHONESAFETY ((722i) WT me "m � AO—PR-70D4 23 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) SITE INSTALLED CENTER SECTION OF ROOF TYP. 100 SO. W. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) FAT CENTER SECTION OF ROOF TYP. ROOF INSULATION CEILING PANEL CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: D BY 4~ Revised Oct 25,2007 INC. ARURED HOME AND SAFETY STANDARDS JAC OBS EN HOMES NOTICE T1EBE SKOMADM AM DRANN(S ARE DRARN Sr. O.A. DATE: 10-24-07 REV. LETTER m OmmAl. PNOPWARY. AND C@RWIOAL YATEMAIS OF AAO®! MANKFACIURNODc DRAYAN6 1171E P.O. BOX 36B sXH MTEFULS ARE PROM TO THE SITE INSTALLED PITCHED ROOF VENTSSAFETY HARBOR. FLOR[DA 34595 REOPINT FOR 9FOOC NAFORS W u a DRAIMNC NUMBERAD-PR-7005 PHONE (727) 726-1138 KEPT Ftl6Mnk AM SEW F10 OMG 24 ROOF VENTING kd MARRUCE WALLS TTP. IW SO N CUTDOTS FOR VDDLATIOI OF ROOF SECTION r_ (SEE CHART FOR REOURENENTS) Y+� 100 SO. IN. CUTOUT VENT HOLES REQUIRED IN FLAT ROOF SECTION (160-) x SECTION LENGTH: CUTOUT HOLES D TO Ti-V I IS'-6' 10 31'-3' 2 31'-T To dw-to' 3 46'-10' 10 6 -6' 4 6T-6 TO 6B'-0- 5 I. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I gl I MARRIAGE HALLS LOW VENT LOW VENT 5 l l-J I I � •50 SO. IN, VENTS REOVIRED I 3 MEN VENT IN SITE INSTAU.ED TRUSS SECTIO----------------- T i i .J1 il W r_Y 5 1 `CENTER LAIC OF CENTER SECTION E*n I SLIM LDCX 1101 IOIt LOR TOIL 1D S'-S Ro[ we X- w ft-w An( 4-W mwi 2 14 StL K ID W- 3 2 LA SOL O I a AMUN ID D W It -IS i•11� 11P. 50 SO. N ROOF VENTS LOW VENT (SEE CHART FOR REQUREMENTS) LOW VENT J r MARRIAGE NULLS SITE INSTALLED CENTER SECTION OF ROOF. NOTES: BY JUN 10 21 INC' D HOALE 'TY STANDARDS JACOBSEN HOMESItmmCgEcMA"clemem-MAK"DT'memDI: � � R.R. VAII 01-22-04 a+. 1111[C Irlon0KKN. FRW KIMT. AND CWMTW DRAWING TITLE: a.Q ELOR 368 WITI NL5 Or MCOM NANUFACRMC ROOF VENTING SAFETY HARBOR. FLORIDA 34695 ww FO SM pm w "1 Si K DRAWING NUMBER: LEM_ PHONE (727) 7%-1138 [VF cwmt1L No sn" FROM DTNos .. AD-PR-7006 i PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE SIZE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (SEE DETAIL W) ER \ /SITSECTIONLLOF COOP �— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATCNG SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) TIP. CONNECTION TO VENT CEILING PANEL FAN, SOLAR TUBE. OR EXTEND TO RANGE ROOD MARRIAGE WALLS MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3' ABOVE ROOF) (SEE DETAIL 'B) FACTORY INSTALLED FLAT CENTER SECTION VENT CAr (OR SOLAR EXHAUST DUCT SPLIT PLUMBING VENT AND FASTENED TO ROOF DECKING OR BACKER I F(�ROOF FLASHING MIN. 48D NAILS ' (SITE INSTALLED) IN LIEU F IN LIEU OF FASTENING DUCT TO VENT CAP. VENT PIPE SITE INSTALLED FLEX DUCT (SITE INSTALLED) 'V "COUPLER \-SHEET METAL ,0 (SITE INSTALLED) SCREW0'%'—Y FLEX DUCT (FACTORY INSTALLED) , VENT PIPE NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED (FACTORY INSTALLED) WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE DETAIL 'B� TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES, DAPu APPROVAL 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. APP OVED BY 3. EXHAUSTHOLE CUTNROOFYDBE RUN ECKNG '".R0Up7 EITHER A SouARE OR ROUND JUN 4. RANGE AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPUCED WITH ALUMNUM TAPE AS SHORN IN DETAIL ABOVE INC. S. SECURE STE INSTALLED PLUMBING VENT PIPE N70 COUPLER WITH APPROVED GLUE FWERAL UFACTUBED HOMEAFETY CANSTRU TIDN ANDSSTANOARUS JACOBSEN HOMES 1wTTCe DRAWN BY: DATE REV. ¢fIFR: IKSC 94FlIFiI1DM5 A1D gMRIILS AA[ R.R. OT-23-04 waML FRI PKIWI. AID EOMDD1114 DRAWING DRE- _ „ P.O. 80X 368 MAIOOMS a AlmeaW MNAXACIUNc Nc 9104 wmwS ARE PROW 10 THE PITCHED RODF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 McFeQ IOA 9LOIX MITOSES YO NM H DRAB NUMBER PHONE (727) 726-1138 I®1 WI¢WMt rD %=I Tmr O➢OM AD-PR-7007 26 SITE INSTALLED SHINGLE AND UNDERLAYMENT FIELD INSTALLED 15f FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT NTH A 6' MIN. OVERLAP AND A MIN. 6' WDTH OF ROOF CEMENT. 161 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED WTH A 6' WDTH AROUND AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF. I I REND INSTALLED ROIL SHEATHING (1YP'I I fi' WDTH OF RODE CEMENT WHEN I 1 1 OPTIONAL 151 FELT IS INSTALLED. r� I r1 r� — 1 I OPTIONAL DYER OF 15/ FFLi r 1 ONE-PIECE 9@HSE — I UNDERAYYFNf ROOF 4aIlO@IG (11P.) THIS ROW OF SHINGLES TO BE FRIO INSTALLED AFTER THE UNDERLAYIIENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER LAP OF 67 MINIMUM. n TL FASTENING DETAIL VANDZONE M (110 MPH) ALL EXPOSURES NOTES" 1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXIT **ERE NOTED. Revised 2. FASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED /��A/��, Oct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) .JO7 1+•SJT�:`an, U WPM. J. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 Engirleurog, Inc. FEDEW�UTAMRED HOME NSTRH( KAND SAFETY STANDARDS ONLY WiEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES NOT9CE 11Fm �G11UIS m HUaAS ARE (RONAL. PRORi7ARY AN0 [QfOFNRIL "°'"T° o.A. DA" 10-24-07 DILITAI&. P.O. BOX 368 W1WA5 ff dAC0B4T1 YANIFACIIIdIC Ile slw YATFWA9 Ala PARD TD INE 211E HSTAl1ED SHINGLE An UHDERAYMENT A DRAWNG NUMBER: AD-PR-7008 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 fdD W FIR 9EEF C HIFOZ AD M6T ff Km com oLmL AD SEwr RCM own TYPICAL FLASHING INSTALLATION ^'TOEING TAR UNDER 11LING FLANGE AT L FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING 105' X I' MINIMUM ROOFING NAILS OR .113' X 1' MINIMUM NAILS MAY OPDONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR COVER ANY ROOF VENT FLANGE BY SECURING FASTENING PLASHING i0 ROOF. THE 'SHINGLE TO THE RANGE AREA KITH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. MATH NAILER — FLANGE. SECURED TO ROOF, ON TOP OF UNDERLAYMENT. AND TOP OF RANGE UNDER SHINGLES. PATH BOTTOM OF RANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER VATH SHINGLE TABS SECURED VIITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. NOTES: 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1^ X 16 GA. STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF RANGE). BY JUN A 0; Zw INC. NOTIC[ WA" BY. DATE: REV. LEVER: JACOBSEN HOMES XSE9[LIXAIItm"omswzAK M.T. 02-04-04 aeaN. vRam[wm. Alo C IMAM DRAIING TIM t" P.O. BOX 36B MATGRMIS K a�mBm1 MAKVACTditC MC 91a11MIIRMlS Alt PRO+vm TO M TYP. FLASHWC MSTALLAlION — SAFETY HARBOR. FLORIDA 34695 PHONE (1113) 726-1138 Ra'Of rat 9WX PMM"IRS! S Wl CDCOD ML no 9At1 nm mm CRAWNG NUMUR: AD—PR-7009 OR ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL DE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS 3. VERTICAL DES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-DOYss W}RUL A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESSTING THE COMBINED LOADING. 'A'tEN ANCHORS ARE NOT INSTATED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTAU-M IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS L FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SL%vED BY OTHERS). S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS E ALL. GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS GROUND ANCHORS AND FRAME RES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 1. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL. B. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF B'-0' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -RIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS-V.EMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4. 6, 7 AND 16. 10. FRAME TE-DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 11 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROHDE ADDED RESISTANCE TO OVERTURNING OR SDING FORCES 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASIM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS 15. ALL (MOUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES IS. A MAXMUM.OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY LE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT]. 11 LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH R IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 1B. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER 10 THE APPROPRIATE TABLES FOR THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK14G REOUREVENTS. ALL BLOCK:,NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES NOTM ENONEFR &�Mt 1 1111,14 DADA APPROVAL ROVED BY A, THESE NOTES AND DETAILS ARE APPLICABLE �p..,.&STE Q No. O 5 FOR WIND ZONE II AND/OR WIND ZONE III. THEY _ t ENEK03571 MIT 1 ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE V. SEE APPROPRIATE TABLES INC FOR SPECIFIC INFORMATION ON EACH. TAT . p'6/qq A4 /HDIN��4,`��''; uoAwmaorw • JACOBSEN HOMES NO110E �hryhH GMWRAL THESEMU nuni H Tyyy C.L.Y. DALE: 5-19-95 REV, l,n p, . P.O. R, ORI .PkWKtRT.= ANPNWACI MC UATERIA P OF nmxe a A /` /H` pRAMND nne 1D-GENERAL NOTES SA7EPH HARBOR, R26-11 3<695 PHONE ERISM 726-113R r+C 04 xAaaws .ra PAoxcm Ho nrt m WN WORKS Pwam lul CO fOR 54000 HMo4s xP 0 OC xwI CPYn[xxNl AIO Boer IROu OROES dtAMWG HUy9R AD-TD-0001 a 30 ADDENDUM�v��s ALTERNATE TIE -DOWN SPACING TABLES�10 &>> ZONE II & III/W. C tee LONGITUDINAL TIE -DOWN SPACING TABLE m• UND Zara u _ wo zK 0 a on. U Do of MU OL QTT Bm oT AI�mB MILEEA V Rm t4 wD1N sB:INFI IL B EL L FA stcDa NN. B 23'_40 2 54' 3 24-0' 2 54' 3 a 40' 254 2 6T 3 44' 26'-6' 3 36' 3 48 3 4T (SEE NOTE +4 FOR ANCHOR ANUS) VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MR ma PoND ZONE 6 IND ZONE N � man AN" SPAW LI Alm MME FLU EAVE GV c 2S—r 120 54 3150E 40=45 54 3150E 35-40' 24'-0' 120 S-4' 3150E 40'-45' 5'-4' 3150� 35-40 254 12, 54 3150E 40-45' S'—r 3154. 35—W 2G-6' 12' 54 3150E ' 5'-4' 3150E 35-4D 30—B' 12' 5-4' 3150E 40'-40-4545' 5'-4' 3150E 3F (SEE NOTE j4 FOR ANCHOR ANOIES) Qe�searrsrrrrrrroA �vo N G. DoF B va �� OO,,9, e' o a' fV0 45484 •a o9 R uTki _/��o- REF. CALC. mm,0 'n�•c(OH1�P,��o<` C-TD-215.01-215.20 NOTES. EN6IEER APPROVAL• DAPU APPRDVAU 1 SEE AD-ID4W FOR A UMNAL RR IMMOM APPROVED BY ft Z SEE AD-TD-CON.1 M YAUM PER KOM END FOR TIE LOAM % 16,2009 MAINC. TW ATEO ABOVE E TO DOIIBIE ®ES ONLY. S TE-Wo MO ON TO PAGE AFKXA 4. IM AIIp M ANRE ON DI THE ONART AM CANNOT BE AgMAA mm wi w Mp sueTv nmonnns D6TALLED AN APPROVED STAMM RATE HOMES gES�AIVAE 604-psmw IETARJACOBSEN EWAMG SPACING TABLES P.O. am 368 armExDAs'ALTMNATE NAIDAHs a YHAJFA011FA1a SAFETY HAROOP. FLONA 34695 PHONE (613) T26-1138 W. am VATUMS AM NOM TO tff Rmw AA 9ffiC PO3945 At0 YU4 ff NOR Orr6FMIW AIO:Fv[t FROI 66fK OtAYANG NIAM AD—TO-QQ'1 (I.1 31 ADDENDUM _ TIE -DOWN SYSTEM = TYPICAL SIDE ELEVATION SNOWING TIE -DOWN SPACINGS RTE-MP HFRSE m!4' IE-DOIN �AgAONC T-DOFR SPAM TIE-0OYN SPAONG 74' M PER All-IP-0010 TARE ffR AIFIlFODIO TABLE PER A!!-RFODm TABU PER AD-TD-0010 TARE PER %-Z-0010 TABLE WOC FIGURE 1.0 SEE FIGURE 2.0 FOR ALMATE MEOW IIEIHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS TYP- "m Sym �• �-wm Omms SElox5FOR WA" NIXiff ANONOR ARM ANl}IOR ANOE- FIGURE 1.1 SEE )IGURE &0 FOR ALTaUTATE M-DOIN YE"AII„ NOTES: 1. SEE AD-TD-000I FOR SPAONG TAMES 2 SE AD-TD-0010 FOR QEANFTY OF LONGITMAL TIE -DOWN STRAPS REWIRED. I SE OTHER DETAILS FOR BLOOM (FiER) QNAHTm AND OTHER REQT6iEUENTS 4. SEE AD-M-0001 FOR ADDITIONAL REQIREYENIS 5. ZONE 2/DD'OSNRE T:: 60' YATOEUY HEIGHT ZONE 2/E)POSURE V: 44' YAnM HIMa ZONE 3/EIIROSIIRE V' 40' YAMILRIY FEICHT ZONE 3/ETIROSURE b': 36' YASM FEIGNfO�At ENGINEER"e ,,�. ..pFp�''o,A OfitNE "`BY ��- QNo. a •. 7ajR = ENE8703571 ` INC,'JA1 _ Iv ' '9 ' 4 P, kA .�. �. /�'P'�•�.f. O A,: ' ♦ �. REF. GLLCS JACOBSEN HOMES UUMILi \/ P.O. BOX 368 SAFETY HAR80R, FLORNA 34695 PHONE (813) 726-1138 NOTWD /IILNTDI THESE 9i4NATIM AND IXMHNGS Am dEGNAT• PROPRIETARY. AND CDOIXNT1AL DRAWING MATERIALS OF A ZOO YA" °' FADA'C �R rM � C NwARE� Y6 m DRAWING IVT CufmonuL AIO STAR ma Dons . C.L.Y. DATE 3-27-95 TEV. LETTER TITLE: FIGURES 1.0 AND 1.1 HUYDBC AD—TD-0011 32 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL 51DE ELEVATION CHAVJMr M7_1V U CPAMMM TYPICAL CROSS SECTION SHOVING TIEDONNS FIGURE 1.0 °°°p556F9FD°°°® � � DaF am`�o� �� +:•rosy Yl— AAO R 11161E (SE NVE P) ARM ANOE (SEE NOTE P) —� FIGURE 1.1 (DISIG+ BASM ON 951/Y I-DW OWS Arm W KGH ZMAO) Notes: L SEE AD—TD-00.1 FOR SPA181G TAMES 2. SEE AD-1D-0010.1 FOR OURM OF UIHMIR VIE iff—OONN STRAPS REgIOOD. S SEE OTHER DETAILS FOR EIDO KING M) OUANW AND OTHER RWRENENTB 4. SEE AD-70—M FOR AMONAL REWRAIBM 5.:ZX 2/bFOStIRE V: 67' NAAM MW zx 3 'C: 5r NAHNUR HOOK 6. vm ANCHOR ARNSE WNI ON AD-7D-maT CANNOT BE AODfl4D, DISTALL AN APPROVED STAMM PULE No 4 - "•1 rx..1J�' OFity~'rx�� SE NOTE 5 FOR APPROVED BY NJsm 16,2009 pINC. ssoexx mun¢aenneo xo mE mxrmurnoxaxo cusmsxmxmims GTD- 215.01 - 215.20 JACOBSEN HOMES N01 M.T. 06-04-os Dg sOmxat�Ns AIM OM E ARE Dlamlu raMP�rARx AM caDDENDAI DRAYAxc iRIE FIGURES 1.0 AND 1.1 P.D. Box 368 NATOEAIS O = NAMOAc00NN0 RI6. 91M RAm+u1.5 AAE PPOM TO Tdr SAFETY HARBOR. FLORIDA 34695 MWO RW SROTC HiP035 N0 YUA E DRAPDNi NUN®C PHONE (813) 726-1135 nPFmBmw aM smET RMR oRms AD-1D-0011.1 4% ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 1� LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WAND ZONE III �UgNY, FLOOR WIDTH YIN. OtY. EA EEC O EA SECTOR ANCHOR ANGLE YW. B WIL OTY. EA FED Q FA SECTION ANCHOR ANGLE YIL B 12'-0' 2 43' 2 55' O IJ'-4' IS 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WAND ZONE A WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING D� WAS LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANQ OR ANGLE 12'-V 6' 8'-0' 1 31501 40'-50' 6'-8' 3150# 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 49-50' LONGITUDINAL TIE -DOWN SPACING TABLE (� MIN, WIND ZONE II WIND ZONE III FLOOR WIDTH YIN. Ott. EA END OF FA SECTION ANCHOR ANGLE mi. B Ya Ott. EA END OF EA SECTION ANCHOR ANGLE Y0L B 12'-0' 2 64' 3 47' r O +� 12'-0' 3 37' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4 30• 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING OIL HEAD LOAD ANCHOR ANGLE SPACING DOL READ LOAD ANCHOR ANGLE 12'-0' 6' 54 31501 40'-45' 4'-0' 315091 40'-50' 13'-4' 6' 5-4' 3150g 40'-50' 4'-0' 3150# 40'-50' NOTES, 1. SEE AD-TD-0001 FOR ADDH710NAE REOUWEINENTS 7. SEE /D-70-00I3 FOR MA7aYU4 PIER IImOfTS RECJIRED FOR IIF LOADS TABULATED ABM ENO``NEER D I'IIi `� p•'\ST �. '' � N0, O •, ENE8703571 =_ DAPIA APPROVAL APPROVED BYG IN 1 5 3. MAX NAVE OVFNHANO RUM 70 OVMAN0 AT SIOEWALL NOT FRONT OR REAR ' INC 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' nOOR MOTHS NTH 95 1/2' I -BEAM SPACING, 96' WAAMUM SIDEWALE HEIGHT AND 6' YAMU SIDE OKRHANG (6' OVEEEIMNC WAX EACH SIDE OF WNNT sAy ,90: TAa F c; �'i�F�f . OIA�N.(•'�\�``��• nawwlhYOY]L IW .ICI wwmAYINm JACOBSEN HOMES N0710E 'Ill A1q Hn1i(\i�d . C.L.Y. DATE' DATE: - 5-30-95 REV. LETTER: . P.O. BOX FLORIDA SAFETY HARBOR, 726-11 34695 PHONE (B1J) 726-1138 MWSE ONAL ROPKTlISANIOOMnX 60DNIL Por Amf, U 0641LOR1N YA7pIAL5 K JACOB9J1 YANRACIIAING K 5g YAIE2VS ARC PRO Om 10 TNF RE6UR FOR 9'E'SC P"M AM"IL tar IWDEXPA AN] sam rR OU 01 u ORANNG 11RC NORM. SPACING TABLES ORANNG NUMBER: AD-TD-0012 34 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE —DOWN SPACINGS LORTmm nE-DOME TRUE Kms - TE-DOINS N• lE-DOW SPAOW RE -WW1 SP"G TE-0OHI SPAOXG TE-WWI SPAM TE-WW1 SPA[NG 2A' YAX Pm NFTD-W12 TAM IEn AD-M-DDI2 TAB.E Pm NL-TD-WI2 TARE FOR NFTD-M2 TARE Pm AD-TD-WR TAM Ma FIGURE 1.2 SU FIGURE 2A FOR O WATE TIE-DOU 1WHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS Tv?. Rm 7SISM mW N01E 5 w uAumll Dort LAB NnE� FIGURE 1.3 _- SEE FIGURE 7.0.FOR ALTERNATE TW-mIR HIMID. NOTES: 1. SEE AD-m-W12 FOR SPAONG TABLES AND NOTES • 2. SEE AD-TD-0012 FOR GUANTY OF LONGITWAL TIE -DOWN STRAPS REOUFED. 3. SEE OTHER DETAILS FOR BLOCKING (FIFA) Dummy AND O7NER It£OUFE em z- 4. SEE AD-ro-0001 FOR ADDITIONAL REtX1F61E1NIS = 5. ZONE 2/EXPMRE V- 30• MAXIMUM LflfNT - ZONE 2/FYPOAIRE b': 18' MAXIMMIGlIT ZONE 3/EXPOSLIRE 'C: 2B' YAXRNIII HEIGHT ZONE 3/EIFOSURe b': 60' MAXIMUM ITOGNi • C' ��FO�O''% ` ' G\STE9 •• F �� ,• •P� N0. AcA•.'%000 _ ENE870357 A OF : Q ' 9O •.• �� • ��`� .,,.��: ••.!i/DIA:•' �?. DAPIA APPROVAL• APPROVED BY JAW !13 NITAINC. ...s.nuaxA[ mmnunoiNosrrtn6rwuYmM JACOBSEN HOMES P.O. BOX 368 - SAFETYHARBOR,811) 726-1'� 9s IEi e1�o1MAIWPI! `', L�;L�"`�r tla(auL FROPIOETAIiY, Alm IXNimE/AlA1 DRAWING F m MmoTum TO NG q� ID �1e � � � C.L.Y. DATE 5-19-95 REV. LETTER. TITLE: FIGURES 1.2 AND 1.3 DRAWING NwBER AD-TD-0013 DA 35 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS III III =,��et7��' Dow- �_' —0ow��'_ III III OEM meI mama 0 e�ile, 1, 1, Yµ m Mrll'WIV . R N 11 W1V 1M rm M1 ,WIV iM . M 11.IV .1 ! N 11 .1V .. — FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S) NOTES, �'t"`.•G�STEq` 1. SEE AD-TD-Dom FOR SPACING TABLES '3.4; ' No. F� . 2. SEE AD-m-Dom FOR OLIMETY OF LONOTUDIAL TIE -DOWN STRAPS REQUIRED. = EN'c8703571 3. $ OTHER DETAILS FOR BLOOONG (PIER) OUANDTY AND OTHER REOJROCNTS = —• 4. SEE AD-m-0001 FOR ADDITIONAL REOUIREMENTS JACOBSEN DOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 '''"Fry4 IT11A" NOTice DRAWN BY. THESE SPEOfIGiWvS INO 014tlN6 ARE C.L. OMON,J. PitpPPdT41Y, ANfI faHFEENIVI DRAWING TITLE: MATFRINS OF ACQTYN uNARACT.RWG INC SUOT WAYVMS A?C FRGMCED TO iNE NE®OR FM SR6TC P.PatHS ND 101 E DRAWING NUMBER PUT OWMIML MO 100 R OTHn APPROVED BY, NIA� 1 5 INC HRI1l Y.M)/L1U@IOE GMTRnCNN01MT WO'6$ 5-19-95 A FIGURE 2.0 AD-TD-0014 36 ADDENDUM ALTERNATE TIE-DOI N SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS SIDE x¢x OF MAIN TAME TF-DOAN STRAP ME OTHER METALS FOR TIE -DON STRAP SPECIFICATIONS. APPROVED ANCHOR WL.DED TO MAIN I-EEIJI (SEE OTKER DETAILS SEE AD-ID-0200 FOR FOR 6TLDNG) TO BE INSTALLED RADUS CUP DETAILS AT TIC FACTORY. (REQWRED THIS LOCAMON� (UK 315DJ W RANG (DESIGN) LOAD A49 47251 ULTIMATE LOAD.) o° GROUND AxENCR SEE OTHER DEWS FOR SIM _ ANGLE AND OTHER INSTALLATION NOTES II 14 � F FIGURE 2.1 SOLD READER (CROAMEMULN) FRONT VIEW 3' x 3/1' (S T/2) . uDn BE LOCATED LOT STRfflNEADER x1THIN S' OF MAIN FOR STRAP ATTACHMENT. OWES i-BEALL (FACTORY CUT) P•� SEE AD-TD-02DO FOR j SEE AD-M-G2DO FOR /RADIUS CUP DETAILS I RADUS CUP DETAILS (REOLER('D TICS LOU➢ONE I (REQ= THIS LOCATION). LE-DONN STRAP RE OTHER DETAILS 9DE VXW FOR 11E-DOWN STRAP SPECIFICAMUla CROUND ANChO7" a SEE OTHER DETAILS FOR SIZE. ANQE ANCI OTHER USTALLATON FIGURE 2.2 TER APPFOvAl::l•T. CARA A'PROVAu NOTES, -ram EN . _ .;- 1. SEE AD-TD-OCIO FOR SPACING TAM * r•. .K I _ _ _ 2. SEE AD-m-0010 FOR QUANITY of LONCITUDIAL ME -DOWN STRAFS REDUAED. S .O : i•r;- ' '•- ' - � 1 SINE OTHER DETAILS FOR BLW"C (PER) QUANTITY AM OrrER REOVRENFNTS . 1. SEE AD-TD-OD01 FOR ADDIFANAL REOVREMENIS. �% •'%— (•`^. ANCHOR BRAaET AND M-000 DEVICES APE CERTIFIED BY OTTERS tC071Ce'`. CRAWN BY. CIA¢. REV. LITER: JACOBSEN HOMES � 9CCd1CA:MS W CRACA6S ARE . C.L.Y. 6-13-55 o Al, PAIN MA". AD CLJmIMA= CRANING TITLE: P.O. a0X 368 YATDEALS O-:ACODSDR M.VAfAI:➢AAIG FIGURE 2.1 & 2.2 M SUCH MAIDTWS W ACV= m of SArETY PHON(HARBOR.F725 113E1695 �Gyl fro�dln&ho S(=0I PICK PJWM W o� DRAWTNO NUM AD-Tn-nO15 37 iITUDINAL STRAP ATTACHMENT IYPICA NOR STRAP 4 NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' WDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPEOFICA71ON FOR STRAPPING, FLAT STEEL AND SEALS. HOMES NOTICE OFICATOKS N RAVONGCOWDARE THESE TIONSANNDAAMWGSAAE GRIMMEBIGNAI, RAL X-JACOBSEN P.O. BOX 368' MAXN14LS Or A405D AANUFACIMING uG SUCH MADDENS ARE PSDNWD fo ME SAFETY HARBOR, FLORIDA 346H5 IrtEaon FOR sECIRK VWMES = wSI EE PHONE (727) 726-1138 1DP1 CWDWDAI AND SEW iFDY OHOM CATOR BEAN CLAMP, MANUFACURED BY TIE -DOWN ENGINEERING, PART 159011 (SEE MANUFACTURERS INSTRUCTIONS FOR COMPIETE INSTALLATION DETAILS) jjjm 15 M INC. BY: I . DATE: M.T. I 6-12-01 AD-TD-0015 38 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (`1 MIN. WIND ZONE II WIND ZONE III FLOOR UK on ANCHOR UK o1L Mon VADTH EA END OF FA SECTION ANGLE YDL D u END OF FA SECTION ANGLE L@L B 10'-0' 2 44' 2 56' 12'-0' 2 57' 3 42' 13'-4' 3 38' 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAIL WIND ZONE A WIND ZONE III FLOOR EAVE SE/D �- HEAD VADTH OVERHANG SPACING LOAp LOAD ANCHOR ANDS SPACING LOAD ANCHOR AIDE 10'-0' 12' 4'-0' 31501 40-50' 4'-D' 31508 40'-50' 12'-0' 12' 4'-O' 30MI 40'-50' 4'-0' 31501 , 40'-50' IS-4' 12' 5-3' 31501 40'-50' 4'-0' 30001 40'-W LONGITUDINAL TIE -DOWN SPACING TABLE A MIN. WIND ZONE II WIND ZONE 111 FLOOR U• on ANCHOR UK OTT. ANCHOR v VADTH EA END OF EA SECTION ANGLE MIN. B EA END OF EA scnoN ANGLE 6NL O 10'-0' 2 64' 3 46' L1"O 12'-0' 3 50' 3 68' IS-4- 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WAND ZONE III WI� EAVE OVERHANG SPACING D OAD ANCHOR ANGLE SPACING ANCHOR ANGLE 10'-0' 12' 4'-0' 31501 40'-50' 2'-8• 31501 40'-50' 12'-O' 12' 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4' 12' 4'-0' 30551 40'-50' 2'-8' 30001 40'-50' NOTES, ENa,p� UVAb F� A iyAi5ViD BY 1. OFFSET SECTION h1TIi THE MARRIAGE LINE WALL EXTD04C BEYOND THE ENDWALL OF THE ADJACENT SECTION MUST BE 11ED DOM AT THE MARRIAGE LINE IN ACCORDANCE O[`•• �tsT �•� .• 07 � REVISED WIN THE TABLES ABOVE: -THE SIDEWALL SIDE AND THE ADJACENT SECGON(S) ARE T BE TIED qj ;•• .• h .•.., - '• � SEP 0 9 1 DOWN IN ACCORDANCE h1TH THE NORMAL SPACING TABLES (AD-ID-OOIO). y 2. SEE AD-M-0001 FOR ADDITIONAL REOIIREMENiS. -0 • ., . / ;•P,• �~ INC. 3. SE-TD-0021 FOR MAXIMUM PIER HDCHT REOIBED FOR THE LOADS TABULATED ��''• �A ;A •'��`�` FED i RAL MANUFACTURED HOME '••.A. �(CO S. STRUCTION AND SAFETY STAND .4 JACOBSEN HOMES NOncE '++nuN, raX 4to R.R. DATE 8-27-96 REV.tilmi: ■ P.O. BOX 366 sPCanuTXas ARp DRA.Wo AR[ UAT MM PRU'9L1 AND Wlom IAL uAloau5 a AAGGIISFAN wNMFACTUNmc DRAWWG TI1LE: OFFSET SPACING TABLES ®, SAFETY HARBOR• FLORIDA 34695 O_ 9 MAWS MS PROVOM TO TK DRA%ING NUMBER: AO-TO-002D PHONE (813) 226-1138 IMOPQM TO PC= PUPM MO UMM Y PVT P810RNm AIO %=I NtW.0I1(RS A RDS. 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS III III gg�pim ii'=� =III �•� Iifw �I= -III �Eno um OILhE� E FIGURE 3.0 SEE FIGURE 4.0 FOR ALERNATE 12-DOTH NETIOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR MAXIMUM NOW [. ANGLE ANaE FIGURE 3.1 SO FIGURE d0 FOR ALTERNATE TtE-DOTE IOTIIDD [TAKES OR AD-ID-GDIO WE APPLY ID TIC STARDW MULTHWEE SECIONS OF THE UND -SEE NOTE 1. AD-TD-=] TIP. RGDR S15TEM, ANDW ANGLE TYP. Lik.ML,,1, FIGURE 3.2 11.4QJIALTERNATE TR{-.DOM METHOD NOTES: ENO, DAPIA APPROVAL- I. SEE AD-TD-0020 FOR SPACING TAUB (OFFSET SECTION ONLY). �` O G\STEq • �cc '. E �;:Q� No. L 2 5EE AD-TD-aozo FOR QIANRY of I.oNQTUaAL TIE -DOWN 911tAPs REOIRRED. - FoAPPROVED BY ''- (OFFSET SECTOR ONLY) S ENE8703571 3. SEE 07HER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. = = lNf CiT T 4. SEE AD-TD-OD01 FOR ADDIDONAL REQUIEMENTS. 9 ;. 5. ZONE 2/EXPOSURE'C': 44• MAXWUM HEIGHT % O •. / �L�( : k, = INC, ZONE 2/1EXPOSURE 'D%. 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.) ZONE 3 ZONE JRE V. 32• YA7oMUY HEIGHT (44' A 24' WIDE NM.) ''S �UN IAAL JACOBSEN HOMES MOTTO` DRAWN BY: DAIS REV. FETTER TREff L. PROMETAR AND owTwrNs ARE C.L.Y. 5-11-95 ■ DWtlNAL POFJATARY, AND OWMTIIL DRAWING 1111E• /T P.O. Box FLORIDAW�'� OF aAcoesEl MANW 10 THE FIG. 3.0, 3.1 & 3.2 H SAFETY HARBOR. ORI34695 u+c =Ha uAERIALS9= ARE NO APM 70 THE DRAWING NUMBER: IS64D FDA 9S41C Rfd'(HS AID O ttt PHONE (813) 726-1138 16Pf [DI4DONUL APO SEaaT TR(V Inns AD-1D-0021 40 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) 54OWWG TIE -GOWN SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION NOTES. ,try A�pMwDYW(JC !��4 • �F '�. DMA APPRDYAI: 1. SEE AD-TD-0020 FOR 4AC.Y; TABLES (OFFSET SECTION ONLY). )�:'�G�STf9 e No. Fo •?' �= APPROVED BY 2. SFE AD-ID-OD20 FOR ODANITr OF LONORM IX-DONN STRAPS REVAR D. Z (OFFSET SECTION OILY) B s NE8703571 '_ T 5 10 3. Sa OTTER DETA6S FOR SLOG'-w (PIER) ODANTITF AND OTHER REWRINDITS. • L � (� I C 4. SEE AD-ID-0001 FOR ADDITIONAL REMMENTs T @ sr � �ry�AN•�� I V Nww w.i+4+ulmlo[ fAnIAFIP.vOWaIMC50 NAL JACOBSEN HOMES SE DaSFEancA711nAwwAS mARE c.L.r. °"" 5-n-95 REV. LETTM ,� P.O. ROE 366 OMAL PAWRM". Alm O MM.M YAMMS OF ACMSDI WM.fACt1gNC W— 9XH YATEMS AK I [m TO ra /` DRAMNc nnE• FIG. 4.D SAFETY HAREeve.', FLORIDA 34695 LJLILIJ PHONE (.13) 726-1138 RaPQa FaT SUM IWQ$Ala MA76t PVT emmAA Ma SaBT Fell Enos 'H` GUMNO NDY60E AD-TD-0022 41 42 r r C�ogS R�Q� ADDENDUM ALTERNATE TIE DOWN SYSTEM(S) TYPICAL CROSS SECTION SHOWING TIEDOWNS A NOTE R FOR HAM 100iT N6ET FIGURE 5.0 Fes— SEE FIGURE L1 FOR RECOMMENDED =_TIOTR MEYNGD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS ITHE N USING TO 1IE-101M CON'FIGUMMM A STYE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGEE ANCHOR SHIN d DESIGN )DAD (iDRIONG LOAD) RATING OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED, AN EQUlY1LANT ARMOR IEATUNG THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY RE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I. SEE AD-M-0001 FOR ADDITIONAL P.EOUIREUFNTS. 7. SEE 07M DETAILS FOR BLDOONG (PIER) ODUITITY AND OTHER REOLMREUMS. I FOR FIGURE SO SEE ALTERNATE LE -DOWN SPACING TAM (AD-TD-D034 R. ZONE 2/DPOSURE'C': 31C UAICHDU HOGIT ZONE 2/DPMRE 'D% 27' UA.WJU HmON ZONE 3/DPOSURE 'C': 30' U,I)ITJU HEIGHT ZONE 3/EOO'OSURE'D': US APPLICATION IS NOT APPUCABLF. THE ALTERNATE TIE -DOWN UEIHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL WINO ZONES AND N B07H EIIPOSURE'C AND EXPOSURE'0. HOWEVER, BY INSTALLING THE FRAAE UE-DOWN STRAPS AT THE 'DITBOARD' I -BEAU THE YAR HEIGHT OFT THE ON = IS GREATLY REDUCED- SEE OTHER DETAILS FOR THE RECDOONDED MEMODS FOR INSTALLING FRAME HE -DOWNS. No, FJ DAMA APPROVAL' r�.xT:.^ati :�.�• NOTICE' C.L.Y. ..,_ 6-13-95 JACOBSEN HOMES THESE SPEDIUADONS AND DRANNGS A1S oRA1NG n11E Qoma. PRWiKTARY. AND DDrNDD11VE P.O. BO% 368 UATMA S OP LLOBYM Yx4TAC11AiNG FIG. 5.0 a PL S H WATEWS ARC PROWDCD TD T12 SAFETYHONER(8 R.3) FLORIDA7118 96 � ��9E HwaTa� � DRAMWG NUUBOt AD-TD-0031 43 C Rtl1 �Q� ADDENDUM tW`+wt. N,p_ntLIRP R 4� t� "pO C�QRS ALT. OFFSET UNIT TIE —DOWN SPACING TABLES S�'Q ZL 6.1 P� 6' QQQ# ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WAND ZONE III �1 ' SQ FLOOR 'WIDTH YPL OIY. CA 6 u SECTION ANCHOR ANGLE UN. a WL OTT. EA END OF SECTIONNIILN A SECTION ANCHOR AK e O� N/A N/A N/A N/A 24'-0' 2 42' 2 53' 1 25'-4' 2 45' 2 58' 26'-8• 2 48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE AIR. MAX WIND ZONE 0 WAND ZONE III SPAO G D�� ANCHOR ANGLE SPACING 0&obAD ANCHOR ANOF FLOOR EAVE WIDTH OVERHANG 26-0' 12' N/A N/A N/A N/A N/A N/A 24'4 12' 4'-0' 40001 20'-30' 4'-0' 40001 20`-30' 254 12' 4'-0' 40001 20'-30' 4'-0' 40001 20'-30' 26'-8' 12' 4'-0' 40001 20'-30' 4'-0' 4DDo1 25-30' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III t� < FLOOR YYL OtT. EA. DID OF ANCHOR ANGLE YN OTT. EA END OFANGLEF mom WIDTH E/. SECTION WIN. O FA SECTION YOL B V 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' 4Y�L 254 1 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE FIN. MAIL WIND ZONE 0 WIND ZONE III SPACING DEL HEADPAONG ANCHOR ANGLE S D ob ANCHOR ANGLE EAVE WIDTHH T OVERHANG LOAD 2114 12' N/A N/A N/A N/A N/A N/A 24'-0* 12' S-8' 40001 20'-30' 2'-8' 4000# 20'-30' 254 12' 4'-O' 4oWJ 25;-30' 3'-2' 40001 15-30' 26'-8' 12' 4'-0' 40D01 25'-30' 3'-2' 40DOi 25'-30' NOTES: EO.�`E�E`R HUl1I1 DAPIA APPROVAL'C.... t IaFTr SECTION SEEN DAUGE LINE AEXTENDING BEYONTHE EtlHA1 a Ni �IDo APPROVEDBY THE ADJACENT SE00017 MUST BE TIED DOWN AT THE MARRIAGE LINE N ACCORDANCE :�` ' GC6 f9 ' • .F �% WITH THE TARES ABOVE THE S IEWALL ME AND THE ADJACENT SECTION(S) ARE TO � ,f Q� No. �0 •? JUN 1 1 199 1E TIED OM N ACCORDANCE NTH THE ALT. SPACING TARES (AD-tO-0030). E r87 NIPINC. 2. SEE AD-M-0001 FOR ADDITIONAL REOHOEYENTS t. . 3. SADTD-0033 FOR YAXIAM PIER HEIGHT REOAED FOR THE LOADS TARNATED i l JACOBSEN HOMES NOTSCR qll �; TESESPCOTCATIONSAND OuulN Yk•: RT: ��•` • H1TT� C.L.Y. DATE 5-30-95 REV. LETTER DRNMNG TITLE- ALT. SPACING TABLES C WOL PADPRUMV. AM C06MM YATFRAS OF JACOBSEN WMAC'M4 mplaP.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 11G 9 WTEARLS ARE PROVIDED TO 79 KCPW Fa 9PCO[ MIP093 M WST N DNUMCC NG MIYB AD-TD-0032 PHONE (613) 726-1138 vi HAM71pm AW ito nu DToa W fa NOT � ' A7��,NS T ADDENDUM ;1 Cum` f g RE4� oR ALTERNATE TIE —DOWN SYSTEM GABLES Of AD-TD-= )I AMPLY m DOE9; srAMLVi9 Mut141[: mews TYP. CROSS SECTION(S)6 DE Uml -sE YDTE L AD ID-=] SHOIMNG WDOWNS TIP. ROOK smm Tip. Dms-1 —IE MAX"ME FOR NDE 5 M1HEIGHT Rim "I ,aim FIGURE 6.0 FIGURE 6.1 SEE ►TOURE SI FOR RECOMMENDED TIE-DOM METHOD SEE FIGURE 32 FOR TWOMIENDED TIE-DOIN MMOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS IIMR USING 710 TTE-DORH CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR TEN A DESIGN LOAD (TURNING LOAD) RATING OF 4.000 POUNDS AMID AN ULTIMATE -IDAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUImm ANCHOR ME wG THE ABOVE SP&MCAMNS MADE BY ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: THE ALTERNATE TIE-DOxN YE7110D5 4H01RF ABOVE ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-0001 FOR ADDMOM REQUIREMENTS ALL Mt0 TOMES AND IN BOTH EXPOAIRE 'C' AND EXPOSURE '0. XON£VER, BY 2. SEE OTHER DETAILS FOR BLDWNG (PIER) WANM AND OTHER REWREMERiS INSTALLNG THE FRAME TIE -DORM STRAPS AT THE'WTdOARW 1-BEAM 1HE MAX BIGHT OFF THE fRO11ND IS GREATLY FMAEO. SEE OTHER DETAILS FOR THE I FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOW SPACING TABLES (AD-TD-00201 RCCOIO@0ED Wrrm FOR 1NSTALING FRAME TE-wva 4. FOR FIGURE &I SEE NORMAL RE-DOW SPACING TABLES (AD-M-0010). SEE AD-TD-0020 AND AD-TD-0021) ENONEER FAAA C. Dp DAPM APPROVAL:(Also 5. ZONE 2/EIPOSIFRE'C: 32' MAmN11 HEIGHT ZONE 2/EIROSIRE '0. 24' MHEIGHT F '''� .•� Q� • ��STeyOF '�. APPROVED BYAMU F�'? ZONE J/EmomIRE'C: 2C UAXUUM HEIGHT ZONE 3/EIPOSURE U': 28' YAXONY HEIGHT No. _ g E870 - AINC �A87IN %0t• ST.aT�F 9 JACOBSEN HOMES NOnCG AAAphFr nCMSFaxawM5NOOWM6AE cftwl, C.L.Y. DATE- 5-30-95 REV. LETTER P.O. Box 368 OamuL PRWMETAAr. AND ON., °MURALS OF AICOM MNAFACRMG 13RAVMG TITLE- FIG. 6.0 & 6.1 HARBOR. FLORIDA 34695 _ PHONE (813) 726-1138 MA'N�To n'E W= Mm BE ORAANG HU93MSAFETY IVT coNroHnM m moll FROM omm AD—TD-0033 45 ADENUM T DO ALTERNATE YN� PACING TABLES ZONE 11 & III/E.XP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE L (�' MIN. WIND ZONE II KIND ZONE III FLOOR "'L OTr. moo wL oTY. ANCHOR WDTM EA END U ARGUE EA Em ANGLE U FA SECTION NDL D EA. SECTOR ICE K B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' �t] 10 j� VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE ION. MAX KIND ZONE 0 KIND ZONE III SPAONG DR.HEAD LOAD ANCHOR AVOE SPACING DOE. Kimmm Law ANGLE FLOOR WIDTH EAVE OVERHANG 12'-D' 6' 4'-0'1 3750E 20' 4'-0' 3900E 22' 13'-4' 6' 54 1 3K,01 1 25' 54 3%0$ 1 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. KIND ZONE 11 KIND ZONE 01 FLOOR MN. GET. mum UK Ott. ANO(OR [�{9 WIDTH EA END OF ANON EA END OF ANGLE v EA scTrox UK a EA SECTION NNL 6 12 2 6'-0' 4' 3 47' 12'-0' 3 37' 4 33' Ly"O IS 4' 3 42' 3 55' 4 30' 4 38. VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE IAN. MAX KIND ZONE 0 KIND ZONE N SPACING D� HEM LOAD ANCHOR ANGLE SPACING UM' HEAD LOAD ANDIOR AM FLOOR WOTH EAVE OVERHANG 12'-V 6' 4'-0' 3950E 25' 2'-8' 3930E 20' IS-4' 6' 1 4'-0' 1 3960E 1 25' 2'-8' 40001 1 30' THIS ALTERNATE APPLICATION REQUIRES4,,000 POUND ANCHORS NOTES- ENOf aT fv.,L' 00AA, DADIA APPROVAL' I. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS. �p..�GVSTEyFOF1, No APPROVED BY z SEE AD-rR uAmM PER FDOFrs RENARED FOR RE LOADS e ENES703571 = TABULATED ABM ' S 1 MAX SAVE MOVING REFERS TO OVERHANG AT SIDEBALL NOT FRONT OR NEAR = 111 F\ ,� 4. ABOVE TABLES U4tY TO 150' FLOOR OR 14V FLOOR WIDTHS WYK 95 1/2' 1-BEAM SPAONG, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MA70N/N SIDE •. %90 •'•. / �' `� q �':� 'y ••!�'DI N•', \�� wa�w�ial c"®'�` I `J svnnPARwc� OVERHUNG (6OM➢JIANG MAX EACH SIDE OF UNTIL �'�i,FSS/ •� •..•• ��` JACOBSEN HOMES ➢ m 9PECFWAITaS YO DRAWK3 ARE C.L.Y.`' �"`m DATE 5=30-95 RV LETTER P.O. BOA 368 aaOML. PRORRTAAT. AND CONYM MA MATORIALS OF JeOBSN MANOTA.CTURING We 9LKH PRV4M TO THE DRAWNG DILL• ALT. SPACING TABLES A / ` --EL SAFETY HARBOR FL1.ORIDA SF695 PHONE (813) 726-1138 U47OMS A% REaONT FOR !'Lore PUFF$ AMMAT DI RPTOM#MMlWO9t00FXNCUM FA DRAWING NUMBER AD-TD-0040 46 Rs VP ADDENDUM �C�o 01M o ALTERNATE TIE DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS Nut MOLE FIGURE 7.0 SEE FIGURE L3 FOR RECOMMED ffi-DOWN ID:IHOD IMPORTANT NOTICE: SEE NOTE / FOR HAWNMAIEIDIT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS REDS USING flD5 TEE-D URN CONFIGURATION A SM CRBT PRODUCTS VODa 575H Me 21 AUGER ANCHOR TO A DOCK IDAD (EOBIONG WAD) RATING OF 4.DD0 ROUNDS AND AN ULTBUR WAD RATING OF OADO POUNDS RUST BE USED. AN EQUTVUANT ANCBOR IRERRG THE ABOVE SPLIFICATIONS BADE BY ANOTHER! RANUFACTURER WY BE USED IN IlEU OF THE STYLE CREST PBGDUCTS ANCHOR, I. SEE AD-TD-ODOI FOR ADDITIONAL REOUREMENT& 2. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOUIRENENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TARES (AD-ID-0035). 4. ZONE 2/EIPOSURE'C: 38' MAXIMUM HIGIT ZONE 2/FWOSURE'D': 28' MAXIMUM HEIGHT ZONE J/EPDSURE'C': 28' MAIWM HINT ZONE 3/EPOSIIRE 'D': 28' MAIMUM HEIGHT 5. SEE AD- TD-0035" FOR ADDITIONAL NOTE& THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE MN ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. NOWEVm BY INSTALLING THE FRAME DE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX. HEIGHT OFF THE GRGUNU S GREATLY REDUCED. SEE OTHER DETAILS FOR THE REMMMENDED METHODS FOR INSTAING FRAME TIE -DOWNS. OpF�� STf9�F2.,APPROVED BY No. o' 9 3 N A INC G7a :.44 _: cw....:.nwwmn+aAq JACOBSEN HOMES P.O. BOX. 368 NOTICE '11,11111 Rem vEwrAwsANIDulmARE MONK. PRSTRIA". AID m1YDONM. - MATMA S IF JACK MARNFACNDD 'RE PROVIDED roisl IIIIAA`A6*` C.L.Y. DAIS 5-30-95 REV. RETIER DRAWING MILE- FIG. 7.0 SAFETY HARBOR, FLORIDA26-11 31695 H fm�� PJPM AND MEX DRAWING NUMBER PHONE (813) 7z5 nJa KEPT OWWRq ND SEOU M mMRS AD—TD-0041 47 SEE DETAIL V SEE DETAIL ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. DETAIL `A' STRAP BUCKLE WITH 31501 CAPACITY MINIMUM (DESIGN LOAD) DETAIL EB' NOTES: I. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED. 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). FRAME TIE -DOWN STRAP SHALL COME OFF THE 'TOP' OF THE I -BEAM PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CUP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL 1 C' THIS TYPE OF PROTECTION MAY BE USED FOR PRO`4 AT LONGITUDINAL TIE CONNECTIONS ALSO. t,Pp Y. •••.. RAC. : DAM APPROVAL a No. o APPROVED BY 910334 =_ STATE OF : PRO _ �E KWETA AND OTHETL'S '� NOV 2 4 1948 JACOBSEN HOMES \� P.O. BOX 368 SAFETY HARBOR, TLORIDA 34695 PHONE (813) 726-1138 NOTICE TFMSPEDMMMAMDRAWOARE DRONAL EnDPiRTAAT, AND NDwF L 1A1QdA1S W AADOBSCR R""UFABWF= HC. 9K1 RATD4A15 ARE PRM= M I E conREOPM FOR nSPEOW N1 No Vac( now oou n DRAMI BY. M.T. OATC 11-18-98 REV. IEM: B ORAMND TITE: MISC. TIE —DOWN �AWNG '��' AD-TD-0050 48 ADDENDUM �1GUR�s NORMAL TIE -DOWN SPACING TABLES SEA 10 1 ZONE II & III/EXP. C & D 10 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 0 WIND ZONE III FLOOR NTH Im1. Dtt u DID OF EA. SECN1N AN047R ANGLE LK B OR ott CA END OF U SECTION AROtpt ANGLE 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MN. FLOOR . WIDTH MAX EAVE OVERHANG WIND ZONE II WIND ZONE 10 SPAGNG MHEAD Lola MOM ANGLE SPACHO D�� MOM ANGLE 30'-8' 6' 6'-9 31501 41-46 5-5' 3150# 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE Z 3O v MIN. WIND Z014E 0 WIND ZONE III WIDOW WIDTH wE D O EA Elm OF u SECTION1mE ANCHOR ANGLE B EA DD of AL DID u scn�v ANGLE ANGLE WE e 4 42 4 2s VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVERHANG WIND ZONE 0 WIND ZONE 10 SPAM DBL KAn Low +++�E SPAmiD ORE. AxaTDt ANGLE 6' 4'-6• 3150/ 46-50 4'-0• 31501 49-52 VANDZONE IO (110 MPH) 20 PSF ROOF 10 PSF D.E. REF.CALCS G4.�- `4.GI` I`I /:• p� Gt Y (!/ ,UTT1T11T11llTAAA NOTES: 1. SEE FULL ADDENDUM FOR ADDIDONAL REQUIREMENTS. 2. SEE AD-TD-0071 FOR MAXLL" PER HERMTs REOUIRED FOR THE LOADS TABULATED ABOVE EN AWALJ. Kjt! i . It," No Fo''•. s 910334 � eoo DAPLI AYPRDVAW 0 S MWi APPROVED BY TATE OF:: A�a 0 ' D P �. �:' , INC. rtatiuww nuRo oA Au¢mnoluoTVOrsTnwns JACOBSEN HOMES P.O. BOX S68 „ SAFETY HARBIXt, RORIDA 7N695 PHONE 727 LORIDA 3 ( ) NOTIC TKSE SPEOWATORS AM Mom AK aaOwu. PRawe[tARY, A/ Cas 1IAL MAiEWA aF aAcaesR MunrAcnawe w- RKH YAIT1aN AM PROWO TO 1K K"T Im �11K � ANl = ¢ IMP? mamOrtA1 M sam rm oDM ORAYM BY: M.T. DAM 2-8-99 REV. LETTER: DRAWING TITLE: NORM. SPACING TABLES DRAWING NUMBER: AD-10-0070 49 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TIE -DOWN SYSTEM FIGURE 10.0 SEE MORE 2.0 FOR ALTFRNAIE 71-DOIN IDIIROD TYPICAL CROSS SECTION SHOWINGI I III TIEDOWNS W. Raac 515RF1-7 TIP. "'r MOMR A11111 _ ANm mu-4 A SO AMM WA Or MAI. FIGURE 10.1 SEE FIGURE 5.0 FOR ALI MM TIFrDOIR VEINDD Iff. Cam NOTES: 1. SEE AD-ID-0070 FOR SPA1110 TMES. 2. SEE AD-TD-0070 FOR QUA1TY OF LONO11MAL TIE-OaA11 STRAPS REMO. 3. SEE OTHER DETAAS FOR BLOQ= (PER) QDOIRTY AHD OTHER REOIAMENIS 4. SEE FULL ADDENMM FOR ADDITIONAL REOURELaM 5.. ZONE 2AV0 MtE'C: 56' MAXIM HOW ZOW 2/0P0511RE V: 40' YAIOYUM NOOK ZONE 3/0POSURE •C: 56' MAXP= NOOK ZONE 3/0POSURE V' 40' MAOWY HOCHT e Is No. Fo'' 910334 STATE OF i HSEE NDIE 5 FOR wwm N" 117NNONE IH (110 MPH) 20 PSF ROOF 10 PSF D.L APPROVED BY - Nr C. RIFwi.M+.cwto.a.E im a!4'IDIL1M.0511E1TSOIdPS is 5 )DUi 1VU= JACOBSEN HOMES DEYSPOaMMMSAIODIG AA, M.T. 3-1-99 OMCIM PR4'ISTAM, AxD CaFLdiV1 OIUNWG ORE P.O. BOX 36°""� O "`"�°""""`"`"""" FIGURES 10.0 AND 10.1 \I He su1 YADI8N5 AK PRDVM w 11e SAFETY HARBOR, FLORIDA 3095 Fla 130 FER � Rua Alp MST m ORAAIHO PHONE (727) 726-1138 1 CM MM H SEDU F OHM AD—TD-0071 50 ADDENDUM �1s�g�s NORMAL TIE -DOWN SPACING TABLES Cott Z� ZONE 11 & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE � (�\ MIN. WIND ZONE U WIND ZONE 01 FLOOR IDL on EA SC OF EA Ecnal ANOIEI LIDL a 1@L oTY a DO � FA SECTION AC UEWIDTH MR. B t n� V 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE WN. MAX WIND ZONE 0 WIND ZONE 10 B WIDTHOOR EAVE OVERHANG SP10"4 LLDA ANCHOR AWLS ::ERG DEL HEAD ANCHOR AN AE L JID 15-4' 6' EACH SIDE 6'-10' 3150( 40-46 5'-6 31501 1 42-47 LONGITUDINAL TIE —DOWN SPACING TABLE MIN• VAND 20NE 0 VAND ZONE 01 FLOOR on ANCHOROTT. ANCHOR WIDTH EA DID OF NCLE EA. DID OF AN QE EA SECTION ]It. B [A s[cnaN wt e 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAK WIND ZU E 0 WIND ZONE 10 SPACING KQ LAD mm MQUE 4ACNC D ANCHOR ARGUE FLOOR WIDTH EAVE OVERHANG OAD LOAD 15'-4' 6' EACH SIDE 4'-6' 3150( I 42-SD 4'-0" 31501 44-50 WINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. vaFs.Cw.d-q2. of- 12, lv IIIIII III NOTES: EHa; Q DAPIA APPROVAL•M� 0 1. SEE FUSE ADDENDUM FOR AD61MDM REWOZEMENTS. �`� Q' '\STE �( No. '•: APPROVED BY 2. SEE AD-7D-DO73 TABULATED ABOVE FOR MAAl(J4 Pr T HEIGHTS REWIRED FOR THE LOADS : Q� 910334 - 1 _ MAX EAVE OVflONANG 1. AM TAWES RUBS 10 OVERHANG AT SNENAiL NOT FRONT OR NEAR. APPLY TO IBN' FLOOR '. —•� .0 % STATE ; �� ` . w INC.OVERI-KAM SPAON6, WIDTHS WITH 95 1 96' SEIEWALL -MAIDWM p'' 1 V OVERHANG (6' MMUM HEIGHT AND 6f SIDE OVERHANG MAX EACH SIDE OF UNIT). %cif`' • , p \�`�`� • s ' , rtoSua`®YwK+uceip�c msmRlv+N°wEnSwwnP HOMES NOT] AINI T1EYS'CDVIGDDNSMWDRA%WMARE It BY: M.T. DATE 2-8-99 REV. LETTER:JACOBSEN ,I P.O. BOX 368 SAFETY HrAeOR, FLORIDA JA695 C'RONAL PRDMIARI AM CINFUNTNL MATUMS W A�CWIN NAKWACPV C PC 91 UARANS ARE PMVUD 10 WQ DRAWING nTLE: ' NORM. SPACING TABLES PHONE (727) 726-1138 W141p11 HEIR SRfIID PIP604f"UST 4 SIPI mAnognµ AND SO mw Ono¢ DRAWING NUMBER: AD—TD-0072 51 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION 'SHOWING TIE -DOWN SPACINGS TE-0ON6 TE-0OMIS 11• TE-DUW 4AQID lE-WYI 9-AfNC llC-0OMi SPAC41C I lE-0OfN SPAm16 TE-M !;'A= 1• MAX. PER AD-ID-0OR TAKE PER NFIU-4012 TABLE HE AD-N-WI2 TABLE PFR MFID-WR TABLE FUR AD--OF0012 T19E YAX FIGURE 10.2 SER FIGURE 20 FOR ALTERNATE 719-DDTN OMIT TYPICAL CROSS SEC110N SHOWWG TIEDOWNS TIP, RWR SI M SEE MOff 5 FOR YAIDIW NEI01f Aloe ANME AHM AKLE FIGURE 10.3 """°ZONE M OFpNPEE(TRE) (110 MPH) SEE FIGURE 7.0 FOR ALTERNATE TZ-DOTN HEI80D 20 PSF ROOF ID PSF D.E. REF. CALOz C erg- qz. at - 92 • lb NOTES: I. SEE AD-TD-0072 FOR SPAM TABLES AID NOTES 2 ME M-TD-0072 FM aMDTY OF EWONDUL IE-WAR STRAPS REOLI D. 1SEE DRIER MIMS FOR BLW= (PER) OUANITY AND OTHER REWREMEN7S 4. SEE FULL ADDENDUM FOR ADDITIONAL EEOLDiEMENTS 5. ZONE 2/DPU9IRE V: 56• YAIDLAN HFRNT ZONE 2/E7P091RE 56• MAID" HEIatr ZONE 3/bP09RtE V: 5r MAI2MW IWIT ZONE 3/0PO9X V: 56• WAX" HEIGHT EN( �i, V _ ��j\STEq -. .( •, a No. o ••, � M1 910334 _ -� •. STATE CF -c�W ? 90••.��• C�C �.• V as Y/ DAPIA APPROYA' APPROVED BY INAINC. pp�I�GYliY16TANYlO i ;E 41 M4 -J JACOBSEN HOMES ♦� P.O. BOX 366 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1136 NOTI TIES ua Mu a Ali OWNU . PRCPWARX AM C019MIlAL YAIMALS CF 44CMMN YAMFACpIPNC P1C mPRONTO TO YATERALS AK PROTO TNI �1I M SIT= PI6P1S m Y OE PM #MDM4L MD SWO MW °Doe Y. M.T. DATE 3-1-99 REv. FETTER Dnnn TITLE FIGURES 10.2 AND 10. DRAT" N AD-TD-0073 52 - ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D �� 0 LONGITUDINAL TIE -DOWN SPACING TABLE MIN, WWD ZONE N WIND ZONE W BOOR IDl Ott, A let Ott. ANCHOR W07H EA. SEC OF NCLE ANDS EA. LTD 6 EA s�tbN rt a Eti sEctaN E lut e 12'-0' 3 4T 3 61' 14 2 54' 3 41' 15'-4' 2 54' 1 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN MAX WIND ZONE 1 WIND ZONE II SPADING � Alkim ma TAM DBL. ANODN ANGLE WIO OVERHANG EAVE 12'-0' 12' 5-0' 31501 40' 4'-0' N50/ 39' 13'-4' 12' 5-0' 31501 41' 4'-0' 3000j 'w 15-4' 12' 54 31501 43' 4'-0' 3OOOi 4T LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE I WIND ZONE 11 BOOR Nat On ► On ANa� OR 11 j�ti` \ 1� WIDTH EA ENO OF EA SFC110N MOLE AIL IR a EAA EWI OF EA g000N ANDS 1!1 e V �0 � 12'-0' 4 45' 4 60' 13-4' 3 45' 3 60' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN MAX. WIND ZONE I WIND ZONE M SP'� AHM MGLE SPAWG � MOU RIDE FLOOR 1H oY HAEAVENG 4'-0' 31501 40' 3'-0' 30001 36' 13-4' 12' 4'-0' 30651 41• 3-0' 3ODOf 39' 15'-4' 12' 4'-V 3OW 43' 3'-0' 30001 41' 90TES: 9-60 . '"Val c-ft,- TL ENGINEER /+P49QVALv' D 0�,,,, REF. GAIT- � J r7�Og 1. DIM SEC➢ON WIN THE MARRIAGE ENE WALL EXTENDING BEM THE ENDWALL OF .... ' •Ott �di µ,�ppQy ADJACENT MIST BE TIED DOWN AT THE MANAGE LPE N ACCORDANCE .• L'q�,•, 'L i5 BY - THE SECTION '.•�C�. :'.�,P ?, ' G F tiVV CD NTH THE TABLES AWE THE SIOEITIYL S1VE AND THE ADJACENT SEC110N(S) ARE TO Z t RE TIED DOAN N ACCORDANCE NTH THE NORMAL SPACAG TABLES (SEE AD-M-DD10 ' JUN II FOR IY-D' ! IS-4- IDES, AND AD-M-0070 FOR IS'-4- WOES)L 2 SEE AD-TD-0001 FOR ADDITIONAL REOARE ENTS. INC. 3. �t�TD-00N FOR MDOREH PE\JR HEIGHT REWIRED FOR THE LOADS TABULATED S •. �OR1Op' �'41 ITAANUFACIURED HOME .(s+''••.........•' ' JACOBSEN HOMES onim meer�e��•T- DATE Tax 5110CF]CAMIS �� 0 6-8-04 ' P.O. Box 358 J. PRfPPET mouNTY, ND DRAW NG TIM' "AIORAS OF JAC 63N WXF OFFSET SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 W. W WWAAIS AAE W FEnflBD FOR 9M PEg M ORAWNG NINn OPT GMENDIIIAL ND 9XREl AD—TD—OOSO 53 I, ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE —DOWN SPACINGS FIGURE 11.0 SU PPAWW 4.0 MR JLTMT819-DOWN 11MD 'CIO DON RR FOT 'Mill W MKR AMAE cyLc9.�G• 1,6 1- 16•n NOT : I. SEE Al)-M-OW) FOR SPAOM TABLES (OFFSET SECTION ONLY). 2 SEE AD-ID-OOBO FOR WARTY OF LONGIMAL, TE-001M STRAPS FEUD. (OFTSET SEm a" i SEE OTHER WFALS FOR BLOOGHG (PER) WANOTY AND OTHER REWIRE)JFNTS. 4. SEE AD-TD-M FOR ADMIONA. REWIENENT5. i ZOIE'2/bPOAFE 'T: 411• IIA1aW1Y HEIGHT ZONE2/EHD'091E `0' 40' IIATOfAIY HEIGHT-3V FOR 12'-V WDE URTS ZONE J/E70g9FE'C': 4e YAXKW HEIGHT ZONE J/E7 11RE TA': Rr MAWR IE161T mom m;—I R FIGURE 11.2 Allll onot, JACOBSEN HOMErel Sce xorEme 1Y64 S'ECfltJL11aHrs AHD au W M OICfiUR, PRf1NETARY, AID HDU 040AI P.O. BOX 368 YAWAIRS OF .NLa®9N YANEAGRAlIG llipm De SUCH YADBWS ATE PROD® m BE SAFETY HARBOR, FLMDA 34695 IXOPI F FIR 57DAO POW AM EISF H PHONE (727) 726-1138 RPT ONMIAL AHD MR FRW O➢i M VERALJUN I 1 20 INC. MAHHED HOME FETYSIANOAOS T. CAM 6-8-04 Ky. ff"m FIG. 11.0, 11.1 k 11.2 A 54 ADDENDUM S ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG TIE -DOWN SPACINGS III 'It I^ MIMI =I!/ ,IN _ �.►.�� _III rAirm ��.�_��NUMB =Ili I. 1_ 1. FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR `OTC: ENWNEI%V*- STEq' No I. •SEE AD-TD-BO60 FOR SPACING TABLES (OFFSET SECTION ONLY : •Q� * �� •'• 2.�SEE AD-TD-0080 FOR OUANITY OF LONCINDIAE TIE-DOMH SIRAM REOUIRED. 910334 (OFFSET SECTION ONLY) 1 SEE OTIO DETAILS FOR BLOCKING (%ER) OUANTTTY AND O➢IER REWMMENTS. A '. $TXi C'..O 4. SEE AD-TD-DOOI FOR ADDITIONAL REOUOUENIS• • M EEcdzO, ®6,(cl -su- ��.Gi-16•1� SECTION °ssx � ka � i i �✓. iP.A_f tdib�:.C.T(!FF,9'r.0 = iinUii10(J Ah'D $A'rE: r STD'.,.. �C$ JACOBSEN HOMES rasE SPEOIKA➢R+SEIImm DRA�;&A uNAM� BT R.R. UAI4 J-9-0) NLY. LLIIUC DPRDPR RIENAL EURT. AND av�mDAL DRARINO TITLE P.O. BOX 368 NAIERIALM or Ncom mkvsAtNRM FIG. 12.0 SAFETY HARBOR. FLORIDA 34695 � 0l WMAYLS ARE PRONRED TO THE PHONE (727) 726-1138 KEPT coou�wLL Am sCm "'La�''�nsr a DOM �AMHD �R AD—TD—D082 55 ADDENDUMG�R�s SPA 108 HIGH SIDEWALL TIE -DOYEN 0ING TABLES ZONE It & III/EXP. C & = LONGIT INAL TIE —DOWN SPACING TABLE ND1, N41D ZONE 1 INND ZONE III BOOR MK OR. AN010! MN 011 AMOIf ATM. DD ff ff M(IK v 5>caa L wt e EA genaw EL SM 1a e �O 26'-B' 3 4r 3 53' 30•4 3 5r 4 45' VERTICAL TIE —DOWN / FRAME TIE—DOWNiSPACMG TABLE UK MAX WIND ZONE 1 " zONE I CAM 0- WABEL LOAD AOlrl ANOE SPACNO LoA ANWR ANOE FLOW WIDTH EAW OVMANG V-8' 60 6'-B• 31501 40'-50• 5-4• 31501 40-50' 30'-8' 6' V-88 31501 4T-50' 5-40 31501 1 40=50' LONGITUbINAL TIE -DOWN SPACING TABLE MN. MO ZONE 1 I01D ZONE 0 FLOOR on DO ff OE A�N�iot AN WL onmKm EA DO OFANOE WIDTH 9M➢01 MIL EA gC1101 IK B v Y zs•—a' ; 4 41* 4 sr lyo 9-80 4 51' 4 70 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE UK MAX I01D zx A WIND ZONE III SPACK WA �LODD MOOR ACE SPAW6 EEL WA im MaKR ANGLE FL WIDTHOOR OwRHmG 26•-8• 6• 5'-4• 3150E 4O•-50' 4'-0• 3150j 40•-45 M-8' 6• 5-4' 31501 40•-50' 4'-0• 315DI 40=45- WMZONE M (110 MPH) 20 PSF ROOF 10 PSF D.L REF. cxcs,'a,,.u,,; - MOTES- . �. �. �O:p�SIFICq�, •,y`=� DAPIA APPROWL• APPROVED BY 1. SEE HWE ADDINDUM f0R ADDIMMAL REOIRRO"M ; ` CA Ho.0045484 2 SEE AO-M-ODE{ FOR MAMN PER HBQGS REQUUM FOR iw LADS TABL ATED A80%E ::�• :;:. + INC. ORIUP: ;i. ' �� C/S .....•• �a-y: HOME DCNsreucnoNAHosAFErvsrw�l��Hus CONSTRUCTION AND SAFETY '•t. 2 9 ?W4 .r•' ,JUL JACOBSEN HOMES ilE4 9;31uNtna�wo w,,.,s ARC M.T. �� 07-20-04 LEA DRAMS DUE- 108' HIM 90EWML SPAgNC TABLES P.O. v.o. B0X 3sE aaWAL. tA6SETW AND Ct„mWuL OF i10OM MAKWACPAM ,e SM MAIMS NE FRDM 10 I E SAFETY HARBOR FLO WA 34695 PHONE (727) 726-1138 WPM tat 9 ECM PAM Au rm K WT COEMM& RD Yoit Lid OHM DRAMS HUSIBM AD-TD-0083 - N ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS _ ff-Wr6 IE-00:6 TE-000 spAae 71-M SIAM X- M w-m Wim HAM FEET AO-S-WO UM HTR AO-TO-011I0 TIRE PL A&-b-MO MADE M 0-M-M TA91E PHR W-S-0010 MILE Na FIGURE 10.0 TYPICAL CROSS SECTION SHOWING TIEDONNS TIP. ETmI sm TIP. OTOS-TDm DIAsa SE 601E 6 Ma �TDO �mmmu SE` ""m HEA r- FIGURE 10.1 a OF FIGURE 20 PSF ROOF 10 PSF D.L - Ru.CALCS - a,aauunq��, NOTEse L• SEE AD-Tu-00113 FOR SPACING TAaEs i SEE Ao-10-00LM FOR LIAxtt OF LffM7TUDUL ME -OM SPRAYS REOLom 3 SEE OM DETAILS FOR ELOOQIO (PER) QUANTitt AND OTHER REOUFEIEL7S 4. SEE FULL AODDgAI FOR AMMOKAL REOIOREYDi1S S ZLE2/f7009FE 'C•: 36' TIAIOMUI NEWT ZIFE 7/E7Pf1AFE V. Zi MAIMaIIY HEIGHT 7DIE J/bPQ.31llaE W. 36' MAMNM HEIGHT ZONEJ/bPOAIRE V.- 3r MAX M HEIGHT IT. ALL 9'ECF1G110Ha AnAgD ff ANGLE MAIL ON zP RO B )O G�P�TF •• N0 �'y� ! - Q' ,�a• �!� eee ;%% ,a wAA APPROVAL* APPROVED BY in 00 INC. FEDERAL LIANUFACTIMO HOPAE CONSTRUC710NAND SAFETY STANOAHUS . 1 1 t 5: 20 y� '.'..: C ��i �i5' •••:• ' •.. D JACOBSEN HOMES P.o. Dox sse SAFETY HARBOR. FWGOA 34695 PHONE (727) 726-1133 msEV0X==0I1sZNOWIN=IN 0100UL POF AWARr• 1 M KFACRA Al NHT[wAls IM ARE NNA%OM 1Fec a 9101 WIIRMS ARE Pp01MD 10 K �cwmm"Em FM emu Nam ft .'` M.T. DAME 07-20-04 "".`Enm ORAMIC 171Ei., FIGURES 10.0 AND 10.1 - � 1 E� AD TD-0084 i 57 ADDENDUM��R 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES ZONE R & IH/EXP.. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+' Ek NO ZONE ( WiNO ZONE 19 .: FLOOR ' MTL Oft mm ML OIC ,m WN1N On Sm mg EL WE EL 2S-4' 2 5T 3 4Y 67 3 4Y VERTICAL TIE -DOWN I FRAME TIE -DOWN SPACING- TABLE ADN. MAX - WiND ZONE 1 WOND ZONE FLOOR WA07H SAVE MUG SPAM DEL 1EA0 Lm Rim NOE SPA= DEL �0 ARM ANDE LOAD 23'-f 6'. 6-8' 31501 49, S'-}• 3150 45' 24'-T 6. C-8' . 1 3150 49' 5=4' 31WI 45' LONGITUDINAL TIE=DOWN SPACING TABLE L � NON. - WIND. ZONE I - AOND ZONE m FLOOR Mx mt AmNM MH 0rz AN= WIDTH EA DD Dr AM EA DO 6 AMOE O r� EA.SL1.= NIL M EA. SM MML 0 2S-4' 3 48' 4 4T 24•-0' 3 57 4 45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE 10N. RUC WHO ZCNE 1 VW ZONE 11 FLOW011HH OVMUNG SP'= Lm mm mu VAM Am maE LOW 21-r 6' 5'-4' 31MI 4T 4'-T 31 4Y 24'-0• 6' 5-4' 1 31501 4T 4'-07 31501 4Y • Wr MAX 9DEIFALL HEIGHT P0IDMNE M/N (110 MPH) 1 20 PSF ROOF 10 PSF Dl. MY. CALM _ ' - /aaaa7111E1AE)t NOTES: ' APMAL: 1. SEE FULL ADODMU FOR ADD@0UL REODI BADM 4 ^tlD" O �� CAS' %'•'• APPROVED BY ✓ I�.. 2. SEE AD-ID-ODU FCR MAMA N M HMO REWW FOR 1HE LO b � t Dec. 13,2006 a TAMILAIED AW& 1'iINC. • STATE OF i �om.l.uuc.aur,w� . i 'F '�• �[OFAX 0F,:: t�/��v mmwna, w�os,rs,wnorms •.4 c e� '.•; S'TZRI41 JACOBSEN HOMES low THMVDIICWSAAWWe=Am Dr R.R. 11-21i-06 P.Q.ox xe DDA>fILL R®IKMML A1t1 EM DUNK WTDpPLS A1mKYAM►ACNM Ae IA mK 1u* N0H SIOWL SPAONG TARS SAPE1TwY oHxAERaBO:Rn, LORDA 34695 ImwRtywmI„fmis"DNK n,mw�aam . MYME�z-„ae AO-70-0085 • 1 ADDENDUM TIE -DOWN SYSTEM MCQ SIDE ELEVATION . TYPICAL CROSS SECTION SHOVANG 71EDONS 51 FIGURE 10.0' TV. ROM 51=R III TV. Jim mu m Am m STAMM Nsum WIN =01 SOFT WMK FIGURE 10.1 NOTES A 1. SET AB-10-M FM VAONO TA&M Or Wi7IM& I&WK I STRAPS SEOMM 64%,O " 2 SEE AD-M-M lQ WAMW j. SEE am caAD5 Fm ELoom (PEA) ONNorT AND oDm REm umm . G 1. SEE FILL AME)M RR ADgIOK IEWAEMDIR - S Un 2/EItP051[i T.W VAANY NEW / �• , 70E 1/PPOANE V; Zr MAMAW HOW �„ 1 ZDNE 3/F2P09EE T. 4C MAIDLY HEIGHT .i ZONE ]/OPOAAE V: jr MAIDEN IIDON7 L ALL 4EMMI)ONS ARE BASH O1 21F ROW ANO.E MAX ND lGe MAX it •+��f"�CR .. SIOEAYL HOWL JACOBSEN HOMES D"YVN=v=°me m� &RE At. APO o7 w ONCKALWiDu POF � P.O. Box sae AC& M+mns a AALWSd lursActAArc xa K 20 MAWYiS Alt NMRD 10 K SAFETY NMBOi, rLO1MA }A693 RacerA WOW 1MV00 AW WST K PHONE (777) 725-1130 ' wr m vx AW i0O rAW OAE6 0 . A' -- SE Nm Srm mom rm T WNDZ0NE I/Of (110 MPH) 20 PSF ROOF 10 PSF D.L 0 APPP.OVED 8Y w. •' Doc. ":n__ ON A INC. rDDew C w AM W SAhrote CUNSMIGrW/OD E71'STAM0NN5 R.R. DAYL 11-28-06 F' LETTER: FIGURES 10.0 AND 10.1 AD—M-0086 59 ADDENDUM �Ia�RES NORMAL TIN —DOWN SPAGtlNO TABLES 000 ZONE 11 & III/EXP. L' & D l►� �- (� t,` V vi` LONGITUDINAL TIE —DOWN SPACING TABLE Vik- W ZONE 0 FLOOR Dtt Ek SM a wi a art u st al Wt 6 12-0' 2 5T 3 Olt' 13-4' 3 3T 3 46, 15-4' 3 'w 4 40• VERTICAL TID—DOWN / FRAME TIE —DOWN PPAOINO TABLE AIM. OR ODIHH VAX EAVE OVMANG D ZONED ZONE Al SPA* I1HEWT Alplat AIpE' �Ad1D !✓� A�aE• 12'-O' 6' EACH SOLE 6'4 72' 35' TO 40' 5-4' 39' 45' 13'-4' 6F EACH SIDE 5-4' 60' 35' TO 4T 5-4' 42' 45' 154 6' EACH SK T-4' 60' JIT S'-4' 46' 45 t Q 11 LONIJITUDINAL TIE -DOWN 9PAC'ING TABLE ON. W ZONE 11 ft ZONE a FLOOR TM VK on. u s�cFaDN • We Dtt u gcatl( IW O 3 M' 4 40' 13'-4' 3 52' 4 45' 4 44' VERTICAL TIE —DOWN / FRAME TIE—DDWN $PACING TABLE ky FLOOR OUT" VAX EAVE OVERFIANGmm 0 ZONE 1 00 ZONE 6 SPA*VAX PaR p, hap 97apa 4 AhOo AWr* 12'-0' 6 EACH SIDE 4'4' 72• 37' 4'-T 34' 40' TO 45' 13'-4' 6 EACH SIDE 41-0' 72' 40'-0' 3e 40' 70 45' 15-4' 6' EACH S0E 4'-0' W 1 40' 4'-0' 42' 40.10 45' • NOTE. (HEN ANCHOR ANGLE FROV VERTICAL CANNOT BEToD ACHIEVED. ADD APPROVED STABILIZER PLATE. 61Eckiz Y (SEE NOTE y6 FOR HOLIES SET IN FLORIDA) sr NOTE{. 1. SEE NEL ADmNau f FOR A00moNAL REOOaIItIE}(1S 2 TABLE BASED 0!1 A11CtIat {�Ut1011a LOAD a 3,1501 AND DIAGONAL D[ 1D OPPOSITE BEA%L tlA1C EAyE OyERBAIIG RFFFlK TO OyERHANc AT s1aElfAu NOT FTi0M1 BR RFAA {, AB0�E TABLES APPLY TO 14e 160', AND 164' FLOOR tp01S 95 t/Y I-F& SPACK [Or WEVLk ALL Mg AND 6' W W W SDE OVM ANO (6' WET61A C VAX EACH 90E OF *1), 5 STD SET RMA. SEEDOY �C15C. EEFEALL � WON 2A 199£AND k EH A... �D^ r+ ••:;'T;i'I^,: •• `•l i s .y.•` Al :•.•� C a� �. u� _.: �•� F� yf] •,F 5.., .._ �F.. +� � 5• 1i = � ' cc v �i ih '• ;�1 �;�!'vQ: � ,:� o` ,,�I �'j�n�F ••••.••tiu�L�i": REDS � DAPIA APPROVAL APPROVED BY zfar 25,2008 Now �N�. ��xu wu.ecnA�n x•W m+siwrnoxaw s�msr.nowos JACOBSEN HOMES P,a Bo: 36e SAFETY HARBRTLCFMA 34695 PHONE (M 726-113B Tm�6NEw NPupEOAYr50U QromNA YY+u�Ac>wic D.t.T. DAB 12-11-07 DRA O FULL NORM. SPACING TABLES ORkVjG R AD-TD-0067-10 60 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS •m I I� I■I■I■I-I■I.I.I'� TWD PER SKAMNALL5 GC-Ooltfs Ies� (rt. s/Ir VDCN (ALL INAWM X-OON4 RmtQln ;I ' 5m NOTE 1 T.jE NOTE 1 "mr NOT[ 1 Si NOTE 1' Q la NOTES 2 AD I Q Q STY RM 2 AND I Q r a KOO PIOI Mro rcR Rmo PIfIt T m'O THC MATCH 11RS LOGLTON INS L=Tm TTEi LLICATION FIGURE 8, 0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO All SHEARWALL CONFIGURATIONS, AU. ZONES, -AND ALL °LF VALUES. 1. TIE4=5 ROARED A MSC PM TFOOW =AP WAY r; LOCATM IE UM Or TK Aam PAON *BX OIOT KMW AT W j (uEAD-lo-Oo= LmKO aAL NOS 7 VWm d ata w nOMMUT0i) L EWm A POI AT Gol Do OF TEE( 2wr4L AODTS irm TK Awx RTA{]� EM TE`"C AT"0o W JdSTS RLCARAW a jf� ac.n NWw Rcaaa 01) ; E.grawlL .Ww Is FOSDAICKARE Rla AW ( Sas K)w A L O�or/CJIa1�W1q Aj{7,�5 Am ALL twolA¢s} 910334 1 8TAT e OF BY FE8 10 2WO INC. D NOTAE MTANOAROS mNCmENtOI rrrAoTnDmnIwoS1rIR`. LAc rm —° .. =JACOBSEN HOMES �jC�tE.`:•'�'R.R. 02-01-00 P.O. OOx aaa S/W TIE/PIER REQ. wErr NAROONI MOA 31605 P�t .�rm7C4w0Tr •PHONE(W) 720—TJ'- AD-TO-100 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / COUNG WAY BE FLAT OR SLOPED END VIEW 350 PIF MAXIMUM SNEARINALL DEWN VALUE (PER V ALL) 1 1/1' X .035' rE-OOKN 6IRAP COITRNUCJS ARCJSD JOISTS. DE VIEW X .OW IIE-DOWN STRAP JCJS AROUND Mrs. NOTES — z ib F�OVAL . ,� . �/L � � DAPIA APPROVAL 1, PROMO AHO1ORs To BE RATED FOR AN 1LTYAIE LOAD OF 17251 [3150 DESIGN LOAD] (SEE AD-TD-ADI [TD-OLIIRJL NOTES] FOR ROTES O1 TpUM ANDID7 R:STIllAnlXa) : , •'•; : �' 1 '. {9T�N� 1p APPROVED B� 12 MSIALL A PER AT CAOI END a 11E sTQ1AVALL JOS1S (PERM ADME OEDAS). 3. MEN .. % •!'E loo ON SfA"ATL Is LOCATED ABOVE A =1[AOER (WALL TENMrnTI&M ML 2).:O RTRAI's, a PERS ARE TEOAiFD {ALL SHTAgryµL OTb1CURAi10!IL ALL 20J[s �: 2 t' 4. AND ALL AND ALL EIPOGFES) A. TE-DO%4 STRAP REOUIRED �%� ` � � I AT EACH DID a JO N ALL De -;JOY CONPIOJRATIONS. ury �'; �.:: ,..... I V `• MAY ST 6. A'JJAJJJillll `C)� rtxAa.N.n.IOTO•r. +rT R"�axcu•n•pvnm FULL "M SHEARNALDS ARE SHOMI IN THE DEIAL•ABOVE. HOwEvEXANNY LENGIH �11Ht�T"`` OR COMTOIRATNM SHEARNALL WAY BE USED. I!�1 JACOBSEN HOMES NOTICE TIESLSPECDUn06AND 04NNGS�RC DNAMJ UT. DAR: REV. LETTER., R.R 2-6-96 1R4Y1Al. MOIR[TART, AO �P Dmin DRAMNG TITLE: �,/ P.O. BOX 366 NATDL.ALS a JACLBSDI UAWFACTDRNO OBL. S W CONFIG. TIE -DOWN LATELY HARBOR, FLORIDA 31695 MO SLKh MATERIALS AIR PROYM TO THE TEOVJII FOR sum 0.9irss NO MAST 1E DRAWN. HIRJBER: PHONE (813) 726-1138 KEPI OXTENM AND SMV TROM OM S. AO-TD-0110 R2 CEILING MAY BE PLAT OR ; DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) �( (SIDEWALL APPLICATION) 350 PLF YAAURIY SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .GW TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. 350 PLP MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .OS 1LE-DOWN STRAP CONTINUOUS AROUND JOISTS N IS A TRIPLE WE RAPIER APPLICABLE TO STANDARD LE RIDE TRUSSES ID VIEW X .035• TIE -DOWN STRAP IOUS AROUND JOISTS NOTE: ALSO APPLICABLE TO 'SIP SIDE' MARRIAGE WALLS WHEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED, (I EACH SIDE ADJACENT TO SHEARTNALL LOCATIW4) ss. >�yN• may � - NOTES: ENGINEER APPROVAL - DAPIA APPROVAL I. PAW 0 MOTORS 10 BE RATED FOR AN LEIDIATE LOAD OF 4725113150 DESGN LOAD) • ($a AD-TO-DOOI 1TD-GEMAL NOTES) FOR NOTES ON GROUND ANCHOR OSTALLABOI.) - 2. W57ALL A PER AT EACH ETD DF THE SIEAmAUL .DSTS (PER TIE ABOVE DETAES) APPROVED BY I 3. *0 SHEARVU L IS LOCATED ABOVE A SOD HEADER (FULL ROCHT CROSS -MEMBER) NO pDOM S R PIERS ARE REOUED (ALL SISAAkALL COMIOJRAIOS, ALL Zo RC; o� 1 4. TIE-D0'h:N STRAP REOU RED AT EACH DO OF JOISTS. ALL DSL S/W CONFIGURATIONS. 1//0 John C. Doe(len, P.E. r\ 5. GEEING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING LAY BE USED. 15]33 C. R. ZZ _ I 6. FULL W.DTH SiEARWALLS ARE SNOWN IN THE DETAIL ABOVE. HOWEVER. ANY LENGTH OR CODIGJRATION SHEARWALL MAY BE USED. Goshen, IN 46526 � ^ a"'"f0,row 7. THIS DEWL MAY APPLY TD TRIPLE AND/OR DOUBLE WIDE SECTIONS. Dw�nL.c ssrr a JACOBSEN HOMES N0T1C� G11GH5 AHD BRAIN BY: R.R. DAIS 4-09-96 REV. LETTER ^ a BOX 368 OWarcs ARE MORAL. L. PIR P2axA• OF JA GIBY.S AND W ACTLITVI MATERIALS OF J IDHG /n\ DRAIIWG {� S/W CONFIG. TIE -DOWN P.O. He IRE PRW= S AAD PUDHODf 10 ra SAFETY NE(1HARBOR.) FLORIDA26-138 DIT OR SPE �rop IK Rf61lSQm 0p DRAWING NUMBER: AD-TD--0111 63 PORCH ANCHORING DOUBLE HEADED 3,150# ANCHOR--,,_.,_ 1 1/4" X .035" TIE -DOWN STRAP v CONTINUOUS AROUND STRAP BLOCKS. OTES: 1. SEE SEF-OP MAL AM ADDENDUM FOR APPUCABL£ BLOOONG VANDZONE OI :e'' •-., '• EXPOSURE C (110 MPH) 20 PSF ROOF a" C:WR- IOR,OI - I o6.G 7 DAPIA APPROVAL PPROVED BY .... .. a.c':.' L INC. I •t NOTICE u.w1n or: uAic wcr. u.iiuc JACOBSEN HOMES 1NEg SKOMMM A� DRAW= AM M•T. 12-13-03 CRQNA. PROPARANY. MD COWOD1Ml DRAWNG'TITLE: m P.O. BOY 368 NATOMMS 6 a4M AOOM~ACRftK PORCH ANCHORING — P 9 WTOMMS ARE PROYM 10 0[ SAFETY HARBOR. FLORIDA 3095 RFOW RR SUM VOWUS S A10M51 ff DRNM,NG MINDER: P.O. (m) 728-1138 KN CWVD M1 MO ate. n= OMM AD-TD-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIACONAL FRAME TIE ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REWIRED ON 714E TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) CRIMP SEAL (31501 WORKING LOAD) VERTICAL TIE -DOWN o TYPE 1. FINISH B. W GRADE I STEEL STRAPPING c 1 1/4- WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. RADIUS CLIP RADIUS CUP MUST BE INSTALLED ON ALL 71E-DOWN ANCHOR BRACKETS (INSTALLER TO FABRICATE RADIUS CUP BY PLACING A STRAIGHT 3' LENGTH OF 1 1/4' X 0.G35' TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE aWIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE 71E-DOWN STRAP THROUGH THE SLOT IN THE BRACKET •ON TOP OF" THE RADIUS CUP. _ �• `Z` ....5 T . OTE& _�° w 0• 1. ALL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME _3 ENES703. TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. - T A F I 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING : O•.."v *74 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. '.� �(` '• j 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS s11),lALj11 WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANOKR BRAY M OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVkS ARE O:RTmE JACOBSEN HOMES THESEq[OROATTIDMIS �I RE IXA AREA" MAIM. PR0MTARY. ANO MMRNTML ORAMI P.O. BOX 368 NATWNS OF JACOBBEN UN"ACAFOG RIC RIOT NATOWS AH PRVA TO M SAFETY HARBOR FLORIDA 34695 ll6 Fa 9TJfi FL%P= 00 mm TS DRAM PHONE (013) 726-1138 MiT crw O m SAID %on IROI am& TE-DOWN BY DINERS BY. -. ALT. TIE -DOWN APPL. AD-TD-0200 B 1 .AWN ) 5 INC Fml 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION fir" F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH. IT MAY BE LENGTHENED BY USING A DUMP SEAL 1N7H A WOPJONG LOAD OF 3150 POUNDS �o L�J�f DIAGONAL FRAME ME .I ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REOUIRED ON THE TIE -DOWN SPACING _ TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE NOTES: I. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPUED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES (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 h 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTA1 STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. No. 'LD' 910334 STATE ��0104 -' VN JACOBSEN HOMES TNL$SPEDRCAII I ANa DRANZ AM ® D9GrrAL. PRO ITNIY. AND COVIDENtM P.O. DOX 36B YAIDDALS OF JACOBSEN MNDITACTRWO I SAFETY HARBOR. FLORIDA 31695 vCI NARWNS AW PROVO�S TO THE RE6'WI FOI PEOv PjW= NO NISI R PHONE (813) 776-113S RPT cwvcwrA AN) 9P31 rear OTrm N DAPIA APPROVAL APPROVED BY INAREVISED 1D23M INC, rmERUNAxurJnuenwc fO61rNCMr AM RUEIY ATw 9N4G DATE REV. LETTER R.R. ]O-OS-96 ALT. TIE -DOWN APPL. AD-TD-0210 66 ADDENDUM COLUMN TIE -DOWN APPLICATION _ COLUMN 'A' C0.UYN 'a'' r SEE TABLE FOR MA=U SPAN FOR COLUMNS'A' OR TF _ COWYN'C COLUMN' f SEE TABLE FOR MAXIMUM SPAN FOR CCLIM7S 'C OR V r SEE TABLE FOR SPAN COL F SEE TABLE FOR MAX SPAN FOR COL 'C T' MULI+'C /COLUMN'E' /COLL" SM TABLE FOR MAMWM SPAN'FOR COLUMN! T' _ MAXIMUM ALLOWABLE SPAN TYPE OF ANCNCRNC REOD (SEE AD-70-0151. AD-TD-0252 COLwNS'A'. C. V OR COLUMNS V OR V COLUMN i AND AD-TD-0253) ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZOIg 2 ZONE 3 SEE POTS 1 EW.'C' EXP. '0' EXP.'C' EXP. D' EW.'C' EXP. V 0?.'C' W. V EW.'C' EW.'D' 2 - 315D1 ANCHORS 4]'-0' 29'-6' 3S-9' 2Y-7' 4Y-0' 29'-6' 3Y-9' 2Y-7' 43'-0' 29'-6' 3Y-9' 23'-7' 1 - 3150Z ANOIOR 21'-6' 1/'-9' W-10' 11'-10' 21'-6' I/'-9' 16'-10' If'-10' 21'-6' 14W 16'-10' 11'=10' I - 40MI ANCHOR 2Y-}' IB'-9' 21'-5' 15'-0' 2Y-Y IB'-9' 21'-5' I5'-0' 2Y-Y 1B'-9' 21'-5' IV-0' NEIR APPROVAL' DARA APPROVAL APPROVED 8Y 1. SEE AD—TD-0251. AD—TD-0252 AND AD—TD-0253 FOR SPECIFIC INFO. ON ANCHORS. T 5 2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHORINPINC .)UN INSTALLATION. �/ John C. Doeden, P.�; 15133 C. R. 22 Goshen, IN 46526 JACOBSEN HOMES THM NOTICa MUNfS DRATM BY. C.L.Y. GATE: 5-31-95 REV. IEiIOt RS Um AM aaam. PROPRIETARY. 00 CIMXOnK WTEItIAS OF LtOM W"ACIOmiC A DRAWING lIM' TIE APPL. P.O. BOX 3" COL —DOWN SAFELY HARBOR FLOPoDA 3/695 INC9 MATD S LAC PROW= TO THE RECiVN FOI 9;aM NIW= NO M61H atAMNG NUMBER PHONE (813) 726-II38 IYPT OOMANIW AND YHMT M 011M AD-TD-0250 67 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MN. O ANGLE SHOWN. MARRIAGE LINE Or 1AA.TI-WIDE Iasi e; 77--=—=lTI. __m1 I —I 11_I 11= =III-11 � ANDIIRS INSTALM 24' APART 35' ANGLE 1 1 COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS (315O# EA.) NOTES, U ` wvNy,V , I,, 1. ALL ANCHORING EQUIPMENT SUPPLIED :��`)Or•�G\STERO- Q' No. O BY AND INSTALLED BY OTHERS- ON SITE. : 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING ENE8703571 •; SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE '• �`'• ��.� g' OF EXTERNAL STRAPS OR CABLES. �l4' �. FP.. •,'J1A .• �C��.a`: FOR AND SEALS. APr `• ED BYA,NPINC .UN 1 5 JACOBSEN HOMES NOTICE -- TmsEWEOWMNsArmIRAWOR9AM v " or: C.L.Y. "Ale 5-31-95 mv. mlim P.O. BOY cm, P Wl.. mN.W IIATUdU Of ACMIXII VWACnWG DRAMNG nne COL PE -DOWN APPL. n FLORIDA SAFETY HARBOR RORIpA 31695 ff .� yrol wAllims AAt woncm ro NE MOW ra 5 RFm= worm r Y1 D1IAMNG NUvBQt PHONE (813) 726-1138 IM oM#00rn4L AIO SEM n= Ono¢ AD-TD-0251 ANCHORING CAPABLE Of THE WO1 OF ADDENDUM COLUMN TIE -DOWN APPLICATION WA71-WAX DOWN B. L STRAPPING 0.035- CERTIFIED BY PROFESSIONAL ARCHITECT AS NTH ASTM STANDARD D3953-91. EGFlCAl10N FOR AT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH,O,R,. (3150#) NOTES. a`�Q'\57F ��F`•,'', - - 1. ALL ANCHORING EQUIPMENT SUPPLIED �:'QF'No.9Fo'?' PROVED BYp.-- BY AND INSTALLED BY OTHERS- ON SITE. NE8 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING ; - J5 SHALL HAVE A RESISTANCE TO WEATHER DEIERIOR- ' JUN ATION. F {�C I�I 3. PPROTECTION14 ON SHALL BE PROVIDED AT SHARP CORNERS 9p'•. � 6 ¢ �: •\��.``novmlp � WHERE THE ANCHORING SYSTEM REQUIRES THE USE _p`� �'`�r'••!VOi `;, •' �'.. vovq OF EXTERNAL STRAPS OR CABLES. S.p,,;_"•"'cVG a�` JACOBSEN HOMES DE9:3FORrAMISMmpUW=AV. C.L.Y. 5-25-95 uaMOL PADPWCTNt1: am Cb1OO1R1L OitANNG TIRL• \I P.O. 801 368 rMTD1 w °F 11 LI WN f=# 6 COL TIE -DOWN AP PL K 91W Wmus AfQ PNaAI[p ro iK SAFETY HARBOR ROPoDA 3/695 RE60H rat 9Ra1C RRMO NO M61 BE DRANNG NUMBER PHONE (613) 726-1138 I®ra)FT011W NOxaumiunon I AD-TD-0252 69 ANCHORING CAPABLE OF THE NOR OF 4 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (4000#) 1. ALL ANCHORING EQUIPMENT SUPPLIED � �x •�G15TEyF ., BY AND INSTALLED BY OTHERS- ON SITE. Z • Q` No. O 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING - N, SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - ATION. - 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE A %90' OF EXTERNAL STRAPS OR CABLES. R BYE, I .A1N 1 5 INC NOTICE -•�� IWAIMeP.. OA1E r¢v uIIeK JACOBSEN HOMES THEMSEGMATMAIODnWOTUE C.LY. 5-25-95 P.O. BOX FLORIDAW- SI 15 °f J" "YOA.AG�e COL x—DOWN APPL. ,I IIG 9IW I VEC49 US FMAA M Ta M SAFETY HARBOR ORI3f695 RE6pf ra 9;OC RRU4S YO YRT i ptAA9TG NWBOC PHONE (813) ne-tt3F W, mwmv A uo mm mow imm AD-TO-0253 70 ADDENDUM I84" WIDE COLUMN TIE -DOWN APPLICATION f SEE TARE FOR uA7"SPAN FOR CQUIDiS'R aR 9' COIWN/' /CRIDN'C I APPROVED BY SIX TABLE FOR NAXAM SPAN FOR C0.01INS V OR /' _ _ � 1 pop"'Iff"lwal" ' SEE TABLE FOR SPAN COL r 1 TABLE FOR MAX SPAN FOR Oa. _SEE I� T INC. FED IAANIIFAGMEDR0E3E 1ON AND SAFELY 6 Tw IDAR03 MAR U 3 1999 aID1101'E cmm r cmmV lz -- — - — -- SEE TARE FOR UWAAt SPAN FOR Ca1RM x MAXIMUM ALLOWABLE SPAN TYPE OF ANCHM RED/ (SEE AD-70-MI, AD-70-M AND MMRS W, V. V OR x OMUM /' OR 'O' CODBW IF AD-10� ZONE 2 ZOE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 SEE NOTE 1 EID'. 'C W. /' W. 'C EXP. /' W. 'C DP. /' W. 'C W. /' W. 'C W. /' 00'. 'C D0'. /' 2 - 31501 ANCHORS 3ii' 2Y-6- 29'-4- 20'-4- 37-4' W-V 21t-4• 20'-4' 37-4• 25W 29W 20'-4' 1 - 315QJ ANCHOR it-6' 17-10' 14'-Y 1D'-3- 11C-6- 12'-10' 14'-Y 10'-S le-6' IY-10' 14'-i 10'-3' I - 4MI ANCHOR 25-8' 16'-P 16-T IY-0' 2T-6' w-4- 16'-T IS-o' 2S-9- 16'-4- I8'-7 1Y-0' Ju. Ca¢ "'LLL LLA IAL.,,A•A NOTES: EN DAPu APPROVN" 0 3 yy I D-TD-025 AD-TD-0253 ;'Q�' No. a ••. AppRpVED BY SAND FOR SPECIFIC NFO.ADN ANCHO2 910334 SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION.- - =. OF S o •. TATENr-R 90.. INC.- , - OtR1A'LdpMO1E9AOA0 s/ JACOBSEN HOMES CARD new MT DAIS 2-9-99 REv LEIIFR SEaL10am WRA"= Am a ORAL. PROMEIAA. Nm 07i1R UX m"ll IILF: �FP.O. Box 36B MIERIAaS W a� RANIFACRIN&c lw WIDE COL. TIE —DOWN APPL. SAFETY PHPHONEE HARBOR.7W013g469s wa 9" RA1fIdNS ARE IPOVW M 1K ,I��e au6wc KAIBI a �K,oN O � AD—TD-0254 ADDENDUM , TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C H URGE G 21' SEE NOTEOYEI 24' 24' STANDARD VERIICAL TIE-DDMH STRAPS OR ANCHOR BRACKETS (SEE TIE-DOTM SPACING TABIES -NORMAL AND/OR ALTERNATE- FOR MUM M SPACING AHLOT81 ALSO SEE NOTE 1 STANDARD VERTICAL RE-DOM STRAPS OR ANWOR BUCKETS TO BE NSTA11M A MAXIMUM OF 2•-O' (241 FROM EACH END OF THE UNIT. 01 NOTES: PR O •,14 DAPIA APPROVAL. 1. URGE OPENING - ANY OP00NG THDER THAN MAX RE -DOWN SPACING ALLOYED.' .• ENc8703571 2. VERTICAL TE-DONNS MAY EXCEED THE STANDARD VERTICAL TIE -DORM SPACINe. �•� BY SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE MATTMUN TIE-DO7M SPACING Kan ON THE APPROPRIATE VER➢14 /� � 4.: .e` ••,TE-DOBN .AT'1 1 � 51SLS5IiRA t6INC SPACOEC iABHES (SEE 011Eit DE1AL5). %. F 1 �v`` 3. INSTALL FRAME TIES AT ALL VERTICAL TE-DOM LOCATIONS �AL' � 111110 `" 4. SEE AD-TD-D001 FOR ADDITIONAL FICO MENTS nEI1611111000 ANCHOR eRAcxEr A1H0 TIE-DOMH OCMffS ARE CERIFIED By 01MCf5 JACOBSEN HOMES TIQ2ssM1ulTnK2' A., ME DMMHBy' C.L.Y. DAME 5-31-95 ■ Box 368 \, P.O.HARBOR, MMUL PRWMIWY, AND EJ1fCFRM MA7OtlA1S OF MMUPACT"C W- 910H MARMM,9 ARE PR ADO) m n¢ A DRAMxe RRe M SINGLE WIDE T/D 9AFETV I26-11 3+695 PHONE (B13) 726-1138 REOPM Pa 9WX N"M AND W RE � mPmmAt MO =W RRM Do= S MNG NUMBER: AD—M-0300 72 :I ADDENDUM TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT A COLUMN SUPPORT TIE-DOYM STRAPS REMO AT COLUMN LOCATIONS GIN EACH SIDE OF OPENINGS.GREATFR THAN 4e N MOTIL MULTI -'AIDE FLOOR SHOWN SEPERATED FOR CIARTY STANDARD VERTICAL RE -DOWN STRAPS GR ANCHOR BIUMS (SEE TE-DOWM SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MA1(lIN SPACING ALLOV D). ALSO SEE NOTE 1 STANDARD VERTICAL TIE -DOWN SIM OR RON BRACIM TO BE INSTALLED A WADMUM OF 7-O' (24'1 FROM EACH END OF THE UNIT. FOR IPoPLE MOE AND LARGER UNIT DE9(M5. INSTALL ALL 7E-DOWN STRAPS AS SHOWN IN THIS DETAIL NOTES, • I. LARD OPENING - ANY OPOING WIDER THAN MAIL ICE -DOWN SPACING ALLOWED. 7. VERTICAL TE-DOWNS MAY EICIID THE STANDARD VERTICAL TIE -DON SPACING= SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / O ] DOES NOT ExCEED THE MAMMUM TIE-EXIM SPACING REOI O ON THE APPROPRATE VERTICAL/FRAME TE-DOYM SPACING TABLES (SEE OTHER DETAASI I INSTALL FRAME TIES AT All VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-111-0001 FOR ADDITIONAL REOUINEVENTS JACOBSEN HOMES NOIIC6 APSE Ara IM L PROPWAR AMA OWIDE M OfATD P.O. BOX W Or JA OBS XAC TO RC ARE M O „ SAFETY HARBOR FLORIOA 31695 SUICH A NS CAM THE j[ww0 rm sta Piras ss me W BE PHONE (813) 726-11J8 TIDE mKmmK No SEOV mm OHM L 8703571 OVED BY s 3flIY7V1J11♦ iF-DOl'N c�mnc+awaw[nrwwn E CrRTMFn BY OTHERS DRAWN BY: C.LY. DATE 6-1-95 REV. LETTE DRAMNG ME: TYP MULTI -WIDE T/D A DRA" NUMBER: AD-TD-0310 721 ZONE I TIE -DOWNS MARRIAGE WALL I < OPENING 11E-DOWN L (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN SEE DETAIL - V SINGLE WIDE TIE -DOWN NOTE` C SECTION MARRIAGE WALL - SIMILAR TO I OPENING TIE -DOWN SINGLE WIDE (REQUIRED AT OPENINI FRAME TIE -DOWN ONLY. OPTIONAL AT PULL DOWN TIGHT TO —/ - GROUND ANCHOR DETAIL 'A' DOUBLE WIDE TIE -DOWN I NOTE: A k B SECTIONS SIMILAR TO DOUBLE MADE TIE -DOWN TRIPLE WIDE TIE —DOWN BUCKLE WITH 20251 FY MINIMUM DETAILSEE �J +� IrTIE -DOWN STRAP SINGLE HEADED 000 ANCHOR (WHEN MAMAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' ANCHOR. A DOUBLE HEADED GROLRID ANCHOR MOST BE USED) ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING WPM BY THE TIE -DOWN STRAPPING (515o LBS MA)3MUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' TYPICAL TE-DOWN STRAP (1 1/4' %.OV MINIMUM DNK COATED STU STRAP. OR EQUAL WMTH 318oi CAPACITY MINWM) x 1.5_ 477.Sr ULTIHOyw LoaO ogrAC" NOTES: a �J O� •' ,t1Fl� 1. SEE DETAIL 1N' PACE 4 KoR MARRIAGE WALLT C,4j OPENINGS GREATER THAN 49 DOES. at TARP To 1-71-6" 'T1ei avr ./ 6 2. SEE BE -DOWN SPACING CHART ON PAGE 2 EDR s PAW..'. f No. G1'ii5W ANCHOR AND RE -DOWN PLACN ENT. C 3. SEE DETAIL 'A' PAGE FOR TYPCAL 1-BEAN PIER CONSTRUCTKFL :. STATE OF BY 10El- Z . [N1H II a m=cwcic =mmr' ar " JACOBSEN HOMES . „ P.O. Box 368 NOTICR MW514OBGnD1 NODiAMMAM aaaNu. PRaPRICTART, um m67MTK MATMA15 OF UGOBSEN UA"Acmuc BL` RR DATE: 10-31-95 REV. LETmt DRAWING TITLE ZONE ITIE-DOWN$ SAFETY HARBOR FLORIDA 34695 PHONE (013) 726-1130 PIC =AS SM S ARE FROMM 70 ra W BA G NUYBFR IPPT DOPDDI� nAL MO MOV FRRRVU OOM AD-Z1-0001 74 75 ZONE I TIE -DOWN PLACEMENT //---TTPICAL I -BEAM / TIE -DOWN - `MAIN FRAME I -BEAM `�E NOTE /11 \ `MAIN FRAME I -BEAM ISPAmiG SPACING I SPACING TER SPACING CEk TER SPACING I I T.7EN. R I A�CMGI DOUBLE WIDE TIE -DOWN PT ACEMENT END CENTER CENTER CENTER CENTER (ENTER END '-•—•-' ..r .. n..n rnUnu YAUW ] AUNG 5PACNG 71PICAL I -BEAM ME -DM MAIN FRAME I -BEAM SEE NOTE j\� `SEE NOTE /ice `MAIN FRAME I -BEAM `MAIN FRAME I -BEAM END SPACNG CENTER SPACING CENTER I SPACING END SPACING TRIPLE WIDE TIE -DOWN Pr AC EM NT NOTES. ENGNEER �► .•` BAN T' SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF �� ci MARRIAGE WALL OPENINGS WDER THAN 49 INCHES. i STATE OF ce 0 c APPROVED BY ON aa.n�wre+wR,ox WAS II NOTICE-NOTICE: .,! IWY %91,•' DATE REV. IETiFR JACOBSEN HOMES ,NSY6PEonCAW6NOPAURMARE RR 10-31-95 ■ MMAL PRWWCTARr. AW CMOMTY1 DMWWG RRE• 89ENN P.O. BOX 368 MATIMMIS OF MACAYuuACIuaNG TIE —DOWN PLACEMENT SAFETY HARBOR FLORIDA 34695 nfaYIInAIE P010%Y10 TI, M R DRAAWG NUMBER: PHONE (813) 726-1138 AIDicaPLprtuA`a4a¢TIRa100fA AD-71-0020 76 ZONE I INSTALLATIONS .I 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM. BY tt cr/. FEB 0 1 2000 JACOBSEN HOMES N07(M ,9�:<» N07lco9�..Ys.� giAtm er. YAIF: M.T. 2—i—oo MY. vtiRK nloeu. IRW'004 Yc Nil0EM1N. YA1Y411J K d1NGY YYUIICIMYC dtArnAc n(lC ONE A , ` A P.O. BOA I 1 INS . SAFETY FLORIDA2611 ]1695 ,� o,, YoE� AK PROM= t9 mt 9¢A9R (m f01C Woa>Q u0 AW u (MIATVk NUYIiNt: RE (72. .%TONE (737) 726-I1]9 let Cowcn101 M Am[t Rog 4 mo¢ - AD—Zl—0100 77 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT /DORMER I \ LONCHUCNUL TIES ONLY REO IRED 0 EA NAIF OUTSIDE BEAM DOS END, D%CEPT FOR ZONE 7 EIO.'D' DO 2 REOINED FA HALF (IE CIE EA BEAM. ETC.) VERTICAL AND DIAGONAL DES INSTALLED ALONG THE SMALLS SAME AS THE MARL UNIT. VERTICAL DES AT CENTER LINE REQUIRED ONLY AT COLUQN SUPPORTS PER DOUBLE WIDE CONNECTION REGUREMENTS. 24" MAJONM SPAONG TO FIRST SIDWALL TIE FROI EACH END OF THE LINT (SANE AS IYP. DOUBLE MDE TIE-DOVN REORREMENTS). 2 LONGITUDINAL TIES REQUIRED AT EACH HALF T12S END ONLY. MAXIM PER HEIGHT FOR VAPoWS ZONES (REFER ALSO TO SIDEWALL TIE-OGNNS WAS" MGM ZONE 2 ZONE3 DD'DMK ,C' w 56' Evan E '0' 39' 46- CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAH.ING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE ' REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.) NOTES: WVRON�APYffUV • •.. (J 2' DMA MPRDYAI: 1. FOR WAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNT SNAIL BE DESIGNED ��: RZ No. L •' APPROVED BY /1 INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALS. TIE -DOWNS. RIDC:- :• EN - O3S7 A`'^' BEAMS, COLUMN SUPPORTS. ETC.. ARE CALCULATED FOR EACH UOLD-SECTION.) j1 1 5 VE - ll-yF: JACOBSEN HOMES THLSE SPECNGAN11RN91AAmD DRAM s ARE DRAWN BY: ' C.L.Y. ueTE 5-16-95 "' TIER; DHAWNG MILE- ADDENDUM -INT. UNITS P.O.„ BOX GaaRAL PR(IPIEUM. A0 N9UCOITMA YATMALS OF M UANFACUE6 SAFETYHARBOR. M MO94TERVLS A¢ PROM= TO THE R � T� MW M Wl�WOB RAMNG NLYBRPHONE(813)613QUADADDi 78 ALT. ROOF ASSEMBLY FOR MULTI-WIDES MAN UNIT OPTIONAL TRIPLE WIDE SECTION OR OUAO WIDE SECTIONS CENTERLINE CONNECTION FOR GLAD WITS IS THE SAME AS FOR THE MAIN UMT (RM TO SET-UP DETAILS). NOTES- 1. 30 CA GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF N ORIGINAL CONDITION (EXCEPT FOR STAPLE HILFS1 STEEL STRIP MAY BE COH11M)GR OR PIECED. 2. SHINUS N THE DORMER AREA OF THE MAN UNIT MAY BE SHIPPED LOOSE AND INSTALLED ON STE AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY MWI97 DAMAGE AND TO FN51.RE THE SINGLES UNE-UP FROM ONE SECTION TO THE NEXT. 30 CA. GALV. STEEL STRIP INSTALLED OVER MATNC LINE JOINT (SEE PLAN NEW BELOW) ROOF PO OR mo-r 30 GA GALV. STEEL STRIP R' X LENGTH OF ROOF ISECTIONS MAY BE OVERLAPPED MEN.) MAP AS SNOW. INSTALL ROOF CAP PER SET - LP MAN. OVER GALV. STRIP (SEE NOTE 1) 30 C.A. CALV. STEEL STRIP SECURED WITH 7/IV X 16 GA STAPLES F1TLL PENETRATION INTO DECIOLO 2 " 0.G MAY SPACING (TYP.) HOC: �G15 7 fq•`UF Q No. "`o,l ENE8703571 "Y X 5' LAG SCREWS IIIO.C. (ZONES 2 A 3) STAGGERED -1) av �- ftftft AJM 1 5 ffi5 INC N017CE A" 'H IIMwaT.. Moue .. .��.�.. JACOBSEN HOMES TEYSIEOMA1WANNNCW AAE C.L.Y. 5-16-95 ONOXN- PHm MIXISSE AND GOIOLC RING DRANNC nnE: P.O. BOX 368 MATERIALS a "'� """ FACN0N0 ALT. ROOF ASSEMBLY INCRO MAI MLS AREPRDWGD TO THE SAFETY HARBOR FLORIDA SA695 REOPOD Fat SIM H RPOIS NO 1151 BE DRAWNG NUMBgt OUADADDZ PHONE (813) 726-1138 1®I CO FMIA NO PET O= o 79 y ,JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8