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Home My WebLink AboutSet-up Manual AdendumSET-UP MANUAL-.. ADDENDUM h JA OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. - REV-12/20 ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED . STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO. GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE— CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) APPROVED BY IN Sit INC. m cr, NOTIM DRUM BY. DAZE: REV. IETiER: JACOBSEN HOMES TKsE SPEGiI tuna AMWAYMM ARE C.L.Y. �-2a-9s ■ MA COMALS Of 01 UN" r AND 0 Ac°E1,ue a WA —MG nnJ • W.H. VENT..SYS. B „ P.O. BOX 368 NC. SXH HA1EMS AMC PRQV= 10 Ili SAFETY HARBOR. FLORIDA 34695 RE~ rat SPEl ne HAt►m AO RM K DRAWG NWBER: PHONE (813) 726-1138 Iar1 aAtt, m we noel Pm OWLS AD—AC-0100 3 ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.1310 X 1 1 /2' MIN. 3/$' 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. STEELGAP ' TO 3/4' STRAP 0 48' O.C. MAX. SPACING 14-- WITH FASTENING INTO JOIST EACH SIDE OF CENTER UNE PER TABLE BELOW: INSTALL WOOD SHIM AT ALL LAG FOR GAPS N FLOOR SYSTDAS TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO NDS01 THROUGH AND TO KEEP CONNECTION AND FOR GAPS TO 3/4% INCREASE (ALL ZONES) LAG LENGTH 1 1/27. TIGHT. (SEE NOTE 2) (ALL DWMRES) VA ZONE Mom 31e X 3 1/Y LAC MEN 30 GA. STRAP FASW O TF/ 7/16' X is C& SrAmn we m E1a'ObvTif MW" "BM OF FASTEiM RE=n a13T' x 1 1/!' NAXS 7/ir X 1/ G. STARES MAX" SPAM MAXUJM SPAOfIG 1B' O.C. 21/4' at 'C 3 S 2 2 b' 17' at 1 Ile at b' 4 7 V 11r' at Y ar. 'C 4 7 3 3 V u' D.C. 1 1/1 as b• a NOTEy,�, INGFM APPRWAL• DADA Al"WAL- APPROVED BY 1. 1' M PE)EIRAM 15 REOU O ON STA60 FOR MAL a014' STRAP. 2. MOO SNiiL9 TO K R4 W FROM SPF 03 WK OR BE= Revised May 24,2006 6 (3' X 4' X GAP 110111 1WL S>E) .� Z3 �Q (tee oR PLUm YAT BE USED F TN00M EQUALS GAP V Mrn-4' X 4' UK SrO Jahn C.Eooeden, P.!:. 3. 10e MAXIM SIZOLL i#TW.Engineering, i^u �� Eilg rl'�Jf6ilg, ... MEW WNSM MCWUF�CFUIEO naef rn�srn ucrroM�nosa�ETl STANDARDS 4. SEE ol}ER KuA.S FOR srumG FLOM FOR M INIMA1101i JACOBSEN HOMES Non= r.�>�Alas me DA.= Ac mot BY. M.T. OATL 05-22-06 REV tETTfR P.O. eox 3cB CRU M. 1`1101"TMlX AM mPIDEA 1kL WiUL" cr Aw m mm"Acwl"a To THE MAT�BU, TITLE: M/W FLOOR FASTENING ^ 1v, Ciro SAFETY PHONE HARBOR,513FLORIDA2-136 "c � MAIWAS AAE PiWWM 1aoormnm w um I" O*iM oR"' 4 AD-FA-0001 ELOOR JOIST (TYP.) MULTI -WIDE UNIT FLOOR FASTENING OFFSET STRAPPING BETWEEN FLOOR SECTIONS 1 1/2" MAXIMUM OFFSET (VIEWED FROM BOTTOM OF FLOOR) /z Sim. STRAP 1163ALLIM PER AD-FA-0001 FLOOR JOIST (TYR) OFFSET LARGER THAN 1 1/2" (VIEWED FROM BOTTOM OF FLOOR) /K-- STEEL STRAP BISTALLED PER AP-FA-OOD1 2d2p(WD1H OF BAY) BLOB( RUSH 2x BLOCK (SANE WE AMD GRADE TO BOTTOM OF TUL JJISTS, FASIM TLOOR JOIST (TYP.) AS 400 x 12 LOK FASTENED FLOOR JOIST (TYP.) TO JOIST Will W 0.131 x TO JOIST NTH WL (10) 0.131' x 3'NALSORMR(o13x3' 3' Wa ATTACH STRAP TO 1BE Ii000 SK7m TOEA ATTACH STRAP BOTIOiI OF 70 BLOCK. TO THE BOTTOM OF TJS BLACK. 1IA1L SPACHC PER AD-FA-O001 MAR SPACM PER AD-FA-M FASOW E FOR DXH SIDE OF THE BLACK (id FM TOTAL} N jJ=x'To(Tvp.) TOP OF ,JOIST TOP OF JOIST FL OR JOIST (�) FLOE1AOR JOTS( (TYP.) .' ZtBLOCK (SANE Siff AHD lxLAOE i 2xiZdYADTH OF BAY) BLOCKFIUS!r — -TMO ,gIST rdD 1R (wo ioj a1� 31' st�SU TMO JOISTT SO=H IIDi 77) IS EAx _ - _ _ —3' NAIS ATTACH SBtAP TO ATE ^^ =—� Y MALS OR IOL (5) JB x 3' BOTTOM OF THIS MCK, VOOO SCREIYS 10. ATTADH STRAP TON SOM OF THIS BLOCK. FASOM IS FOR EACH ME OF THE BLOCK (x2 FOR TOTAL). STEEL. STRAP THSTAUED PER AD-FA-0001 STEEL STRAP IMAM PFR m4A-w ISOMETRIC VIEW ISOMETRIC VIEW USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS FROM ONE SECTION IS MISALIGNED WITH THE JOISTS FROM THE OPPOSITE SECTION. NOTES: 1. POM 70 AD -FA -DM FOR OTHER SPEMMIO IS WINDZONE ill EXPOSURE D 20 P5F ROOF 10 PSF D.L. REF. CA1.CS.a CALC. # 1 NOV 1, 2019 y. q P.E. \ Cxs 4. No. PEIMSW STATE: OF r �LU JUNtAl.tt��r�� JACOBSEN HOMESTHESE 6PECiFiCAIVOTICE,. RAYNIOSME DWAAt. PROMETARY, ANDCOHFlGM& LLiou P.O. BOX US MATERIALS OF JACMEN MANUFAMMO SAFETYHARBOR, FLORIDA 34885 NO.DUCHMAVULSAREPROYM70THE paC EWFORSP&OMPURFOSESNOMU9TBE PHONE (813) 725-113B KEFicDNFOMMANDSENITFRON011ERs. 5 DAP1A APPROVAL, c NOV 1 2019 m a Federal m-afactWcd Home Conshiodon 2 m And Safely SMAUds C. YOUNG tO 31.2019 lAv"8G Tnml NK OFFSET STRAPPING / FLOOR SECTION5 1WHO NUMBER AO-FA-0001.1 AD-FA-0001.1 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131- X 3 1/2- MIN. NAILS Ir O.C. MAX. SPACING. STAGGERED FROM SDE TO SIDE (TOE -NAILED). MARRIAGE LINE APPROVED BY Revised S j o6 May 24,2006 John C. Doeden, p.L.. A�(vr�. K2 Engi too Ira ��°tom ""'�"�""�° NOM� mast�saa ao sretr staMo�ans JACOBSEN HOMES lirmigip C ADDENDUM MULTI —WIDE ROOF FASTENING 30 'GA. GALV. STEEL STRIP — SECURED V47H 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING). -LAG SCREW SET BACKS FOR TRIPLE WIDES FOR DOUBLE YYIOFS� 11 CENTER LINE OR MATING �.. LINE OF TRIPLE WIDE UNITS PLAN IAEW 30 GA. GALV. STEEL STRIP "B' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLFS AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WAND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION, EXCEPT FOR STAPLE HOLES.) 3/6' X 5' LAG SCREWS •dAG 1SCREW SET BACKS TRIPLE WIDE ROOF UNE (2 1/4' SM007H SHANK) FOR DOUBLE WIDES INSTALL LAG SCREWS I SEE CHART ON AD-FA-0001 FOR TRIPLE WIDES r FOR MAXpAUM SPACING AT A 45' JINGLE 2 14 P34:! STAGGERED 4' 1 TO34'CAP ROOF PERIMETER RAIL-y OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE j4) CROSS-SECTION J `- INSTALL WOOD SHIM AT ALL LAG FOR GAPS IN ROOF SY5TE31S LOCATIONS FOR LAG SCREW TO GO TO 1/2', INCREASE LAG LENGTH I-LOCATIONS AND TO KEEP CONNECTION AM FOR GAPS TO 3/4', INCREASE TIGHT. (SEE NOTE 2) NDS01 LAG LENGTH 1/27. REF CALC. PG. (ALL ZONES) CROSS—SECTION (W/GAPE C WA- 91.01- 91.07 (ALL EXP MES) NOTES: - !1Gl= APPROVAL, DARA APPROVAL L 2 I/r WL PDCPA110M XTO REtCW4 MGM IS WAMED FOR LAG SOMM 2 VOW SW 10 ESE RAPED RAOY SPP P UK CA KTIEL C SIX) APPROVED BY (.r X X WiP Mb1N NIL O® OR 1L11NOOD MAY t>E USED F kfdQiE35 EQUALS WP MD1H-4' X X' YNI.9IE) I SEE Om m7ms FOR OOYPli1u+G ROOF rrWC70L —..A . s— ��,AIINC. C. Revised ay 242006 John • 4. *EX MTAIM A LAC SE1 V KID A MM IKAK M7-DRLL A 3/IT MEARA?a HOME 1NR M THE FIRST RDOE KAM. SECW-ML A 1/4• 101 VOCH 1NE K2 En>�itmrh ►q, Inc FEOlFU1L M�NUF�CTUWEO NOM! Aos REM RIOM WA FOR M WAOED PORT0N OF LAG SCREt DM DWI ARE CEi cONST11uCFNM1 �Ga saFEn snuGoa Kit 3/r LAC $aiE.rrs aat s for MAX" 50 MALL HOW. DRAYN Or DAM'0s-22-06 REV. ` ` JACOBSEN HOMES pms�cmweNG WAG,S Am °AL'AV. Ho M.T. C °�" tlnE P.O.P.0. Sox Sae Cr mM ww M/W ROOF FASTENING \ISAF m To Ttc � a7p y��s � �� LO � sm m maw off "anofarmmm DRAW "" P�fiWEE (8113ji2a-i138 AD-FA-0020 FA METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MIN. 2. OVERLAP AT SEAM) SECURED WITH 0 X 7/1V HEAD X 2- FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) I' I I j i I �I RIDGE CAP ---r- I. 1 i 1 I , I SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF CENTER OR MATING LINE ' -V X 7/1V HEAD X 2' j FULLY THREADED SCREW I (NO MORE THAN 12. O.C.) I i I 1 B fB 1zi U_ 1 1 ® METAL ROOF PANELS STOP APP. '3- FROM CENTER LINE Ref: EX-13-0051 and \—W a GALV SM STRIP 5- X LENGTH OF ROOF (SEE AD-FA-()O2O) AD-FA-0020 SECURED WITH 7/16- X 16 GA. STARS NDS01 FULL PENETRATION INTO DECKING (ALL ZONES) (SEE CHART ON AD-FA-M MAX SPACING) (AL- ) Nom: DIMM APPROVAL: D" APPRC;► L 1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY 2. STANDARD 7/16- Q.S.B. (24/16 INDE)) ROOF SHEATHING, 3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O,C. RIBS. Sep 10,2008 4. SCREVS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND JUG, ,';;.ai ,, P..-. TO HELP AVOID OVER DRIVING. IF SCREW IS OVER OVEN �, Ina FED9IAt 61 ON AN l SA Y STANDARDS COHSiADCIIOM AND SAFETY S,ANDAA05 MOTHER SCREW MUST BE ADDED BESRIE THE DUFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) JACOBSEN HOMES A� wv& � D.Q.T. �� 25-08 � MUL p.a Box ass m w A T METAL ROOFRIDGE. CAP SAFM ►aA. , f1.Q UM 34005 rsM 0�a w=mmm#I �IE (813) 726-it38 w7 � em 1i AD-FA-0021 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 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE PROVED BY 1, 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 1 5 M )iNY�YiK7VI:D 10( AINC •Rl:Itr YO SV{ri SiMOM1,p NOTICE` DRAW BY: DATE REV. LETra. JACOBSEN HOMES THESE SKOFKAT05 AHD DRAWNGS „� C.L.Y. 6-5-95 . MODiAL PRar'reETArt+T, AHD CON WRk DRAVMNG TIRL' P.O. BOX 368 UAt�us OF r ZOM MPUACMUC M/W ROOF SEALING TK �,LI SAFETY HARBOR, FLORIDA 34695 alert ►CR RAnRKS �"RM BE DRAVMG NUMBER PHONE (813) 726-113B IVT CWWTK Am SCM7 rRCU OHM AD—FA-0025 9 ADDENDUM h1ULTI-WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD—FA-0020) 11 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 UNDERLAYbAENT MULTI —WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) BY JW 1 5 WS INC JACOBSEN HOMES 7HEsE spEanuNtt�a om ou,,m & DRAW BY. ' C.L.Y. DATE. 6-5-95 REV. . CFJQNN. P110PfaE7W AND CDW"-"11AL DRAIM 71T1L LATERIA1S OF JACOM WVIVACIJI MC >1� P.O. BOX 368 we sum WA1ERuLs AK 1O 7K M W ROOF SEALING SAFETY HARBOR. FLORIDA 34695 Kcpo 7 fat 9M t�W= NG WSt lE DRA7M NNUI#Kk PHONE (813) 726-1138 art CCNFwnk AID Mau 7ROfI oeru AD—FA-0026 10 SHIPPED LOOSE HEARTH EXTENSIONS DEARTH. INSTAI t.A770N- 1. REMOVE MY CARPET AND/CR PAD FROM WER THE HEARTH EXTENSION AREA 2. NSPECT 1HE MnAL FLASHING IN THE HEARTH AREA 10 INSURE THAT IT HAS BEEN M793 (INS FLASHING MUST BE PLACED ON THE FLOOR TO PR07ECI THE "A BETWEEN THE FIREPLACE AND THE HEARTH). 1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE W THE HOME) AND INSTALL FOLLOTNNG THESE STEPS A. CARMILLV PLACE THE HEARTH EXTT7T90TT IN THE PROPER LOCATION W FRONT OF THE FIREPLACE ASSEMBLY. B. SEWRE THE HEARTH DaE NSION 10 THE FLOOR W/ 4 18 x 2' WOOD SCREWS C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXiE?190N WITH A NON-COMBUSTABLE CA MG OR MORTAR. D. OR FMOW THE HEARTH MANUFACTURERS CNSTRUC71ONS FOR WSTALATION. TILE SURROUND TYP. HEARTH (MAY BE SHIPPED LOOSE) 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING APPROVED BY 2 8 1995 INC ROfMt Yn4/!�L'IV� 10[ L967tiCtp w0 SM[f P SiMOyR NOTICE DRAM BY.. DALE FAN lEiiFR JACOBSEN HOMES INESE SPEdF1G1110N5 AND oruwxcs ARE C.L.Y. 6-16-95 . aa0NAL PRDmTAR:, AND CON wnq DUWNG TITLE P.O. eox ase MOM OOM ID"MNE SNIP —LOOSE HEARTH SAFEPPHHO HARBOR. FLORIDA 38 Wq Boa WTK N sM OTOM DRAYANG NUMBER AD—FP-000I 11 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This test should be given to .all smoke alarms individually. APPROVED BY izev. OR 25 2003 INC. FEDERAL MARUFACTUREO HOME MTRWTION AND SAFETY SiANOAHUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 12 TRUSS SHEATHING APPROVED BY INCor ON fl iEDe WltltilFACiUREDHDME OONSTRU mmSAFmiTA"m 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 r ji r r r r 7//, L SIOEWALL 3/8INN. AP -- ---- - -- APPLIED TO F DIRECTLY ABC (APPLICABLE PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR RIC OVERHANG OUTLOCIUS (PURUNS), ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (18- X la 1/2- MA)UIUN SINGLE OPENING SIZE IN TRUSS SHEATHING) MARRIAGE WALL 3/8 SHEATHING TO BE INSTALLED ON -SITE VANDZONE III (110 MPH) ALL EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL• 1. 3/8- YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WNB 7/16' X PANEL EDGES AND 3" D.C. APPROVED EY AT ALL ALL FRAMING 4EUMS.'(NO'GLUE` REQUIRED) MAY k a h�vetl, .E, INC. �OfftAl MANUfACTUREO HOLE ' ODMSMOI NANDSAFMSTANDAROS Z JACOBSEN HOMES THEE SPECITXATTMS AND DRAWINGS ARE � � BY: R.R. DATE 4-27-98 REV. LETTER: ORIGINAL PROPRIETARY, AND WDJUERRAI DRAWING TITLE: P.D. BOX 368 MA7ERNLS OF JACOGSEN MANUFACIURNC PC 9" MATERIALS ARE PRONGED TO nu TRUSS SHEATHING SAFETY HARBOR, FLORIDA 34695 REWXT FOR wcCFX HAIPOSES 00 WST RE DRAW04G NUMBER:, PHONE (913) 726-113S KEPT connuma Ana sram raw 04[RS. AO—HR-0001 '13 HINGED ROOF DETAIL WTM M W ME M W ROW no Sil m PMU m SET-w PQ191f01115 APm n 1/r. M ow ROW Wr " Sra ulmy ■>H NEWA"MV S W HN NO 12 FEET APMU UU1 WiNC PM WM r W M W ROW SEGM AtO Aim IFM C ■W 21M ff A SFUU N U RN VL HINGED ROOF IN SHIPPING POSITION HINGED ROOF IN SET-UP POSI1ION HDSO1 I. WAM RAIO ROW SECROM N lK RAISFD P09t101 IF W StAM MO Km Pam KM POSXK sEOK ma Km wsr IQ mm 1af^ OR2K6SPr/SFMXWPl7sTWW " 3- +10 X r FOOD Saar 0t 3- j6 X r 1= Smm REF, CALL. PG. C-RF- 223.0 - 223.6 APPROVED BY Revised d Jun 06,2006 John C. Dooden, PA. INC. K2 En rme►rinq, Inc � , UCIM"D'�M n MDS 14 HINGED ROOF DETAIL UNDERLAYMENT TO BE CLUED 3' MIN. ON BOTH SECTIONS OF HINIGE M. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERIAYIIENT kV - AND A MIN. 4 1/Y WIDTH OF ROOFING CEMENT 10 TOP OF LAST SHINGM ROW ON FIXED ROOF SECTION. (THIS IS TO BE DONE BEFORE RAISING H NGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 67 X W BLOCK OVERHANG FASCIA BOARDS I 3-fB X 3- WOOD SCREWS E APPROVED BY Revised Nov 30,2006 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS NOTFSt 1. BRACE RAISED ROOF SECTIM N THE RAISED P0970 WORE SNOW HINGED KING POSTS NR1 POOR DAM WINOZONE 11 (110 MPH) ALL EVOSIM i t poop John C. Lloeci^ P'. K2 Eng'+ 0 ku JACOBSEN HOMES TRESS wtaFTulmeme pGww me DRAM or.D.T. DATE: 10-02-06 IV.LE71II� CROW. PKMWI uo aos> DMX DRAWK 111LE ' HINGED ROOF DETAIL A . P.O. BOX 368 MA10MALS OF A CMW UNWACP"C W. 9" MAIMS AK IRDMItD To Tw SAFETY HARBOR. FLORIDA 34695 Aimm FER S1!}91C MWM AMD IM IE DR IM NUI M PHONE (813) 725-1138 Km carp ma In =0 ON .nm AD-HR-0003 15 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #Z CONTINUE 15# FELT TO ROOF PEAK JtWRL rIRJI nvyv ur JfimuLL IU DC IIVJIA4AX-W VfI SITE WITH -6 STAPLES (1- X 3/4- X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTALLING THE 151 FELT AND SHINGLES. DETAIL A NOTES: 1. CEMENTING OF 151 FELT IS NOT REWIRED N. ANY AREA EXCEPT WHEAE NOTED. Z FASTENING OF 151 FELT IS NOT REWIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) • 6 3. D(TEND THE FIRST LAZIER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MN. OF 6- AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F ,NEEDED TO MAINTAIN THE 6' MN. OVERLAP ONTO THE I = ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-Fit-0001 (WITH SPECIFIC END PANEL LAYOUT). AD-HR-000Z AD-Hi-0003. AND AD-H R-0004. WINDZONE III (110 MPH) ALL EXPOSURES OPROVED BY —4INC. SEP ;s 2 MANUFACTURED HOME CTION AND SAFETY STANWUS JAC 0 B S E N HOMES Ji0="$ MAW BY. DATE . REM LETTEiE „+� note A1lD au�rxs AKt�I.T. 9-20-03 tlii UL PWWMY. AM CMFM IW DRAWING TITLE: SHINGLE AND UIDERLAYIENT _ P.O. sox 36a Wt SM Or � OW= W APPLICATLON ON HINGED SECTION SAFETY "AR��ii34696 "�oRANs +uMoe PHONE{1 7�38 Imcow wo a � AD—HR-0005 16 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4' SCREWS, 6-1/2' O.C. MAX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/16' X 1 1/2" X 16 GA. STAPLES INTO EACH 16' O.C. RAFTER AND 3 1/2" O.C. MAX, INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) SEE AD-HR-0002 FOR ASSEMBLY DETAILS. NOSOI NOTES: I. SEE AD-14R-0007 FOR INSTALLA710N OF UNDERLAYLOT AND SHNGLES. ALL VANOZONES ALL EXPOSURES 20 PSF ROOF 10 PSF 0.L RU' C&M CRC-167.01-167.02 "4VOC*� .Jahn 0. ✓osdwi, PA. .92 E"ra g, Ir1c WJA AMUVA: — APPROVED BY Revised JEm 09,2006 INC. FEDERAL ILAfRIFACTU�EO MOrE [:ON5T11UCf1oN A110 SAF[T/ SiAADAROf JACOBSEN HOMES ,►+cQ vca�+cA17onvlSAIOO �� ORAtOiCS ARC O.A. 06-06-06 EFLORA. rMaAZIANT. 00 MW� " l ORANNG 11M i"IU S ar MAKFAM"r. P.O. Box 368 W- 9" MRAU ARE „� to PEAK INSTALLATION DETAILS SAFETY HARBOR.- FLORIDA 3469S Pop" rat 9S01C ri n= M MT r ORAWNG MAGM AD—HR—DOO6 PHONE (727) 726-1138 Evr cmwvomI At wo srM FOM Rcools 17 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING K 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION NSTTNucnoas. TOP COURSE(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT TO ROOF MYTH A 6' MIN. MOTH OF TO ROOF NTH A 6' MIN. N1DTH OF ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EIBSTNG ROOF DECK AND/OR ENSTNG FELT AS SHOWN. FELT AS SHOWN. NOTES: SEE OTHER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION DAPIA AP ROVED BY AUG0� INC. omd"URCRMHOW JACOBSEN HOMES N0T'CDRAM BY. OAIE: REV. LETTER. ,>�� ECYFICATI0775 no � auks A� M.T. 7-2$-04 aaa; ML PRWWTAZT. N ID CWWRAL EIRAMG TITLE: m P.O. BOX 368 MATT�ALS a JACMS N MIAiACAMNG 901G.EAWERLAYMElNT INSTALLATION W- SMI MATERIALS ARE PROVW TO K SAFETY HARBOR, FLORIDA 34695 11"T POR SKCnC RG:°W AND MW BE DRAMG IMISER: PHONE (727) 726-1138 IVY CDWMnk AM ZCPET RW 01IM AD—HR-0007 18 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN 10 FLOOR FRAL9NG tSEIW W/ STAPLE OR NAIL BANDING STRAP WI PEO' ARDIM PIPE AND FASTENED TO FLOOR FRAWK aDE OF NOT LESS MAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE OUTLET. WHERE VS GRADE CAN NOT BE ACHIEWO, NOT LESS T)LAN 1/8' -OOT MAY BE USED WHEN A FULL SIZE CLEANOUT 6 NSTAILED AT THE UPPER END. 1 m w 1c nRJUR PIMP NOTES: 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. KO'[(CE — DRA11f1 BY. 'ATE: REY. LEfiOt: JAC0BSEN HOMES HlVECW;=AU9MAW=AM. R.R. 7-17-91 IArAPL Mt uiwT(. AID CQiCf yx MAwm IIAC m P.O. eex 368 °A7II°"s OF '"�'" "A"`"'�ep'C PLUMBING SUPPORT K RM VAlmx3 AK FReOtiCW 70 11[ SAFETY HARBOR, FLORIDA 34695 i¢u+prt MR YWX a ffM AM West SE DRABNG NW3ER PHONE (613) 726-1138 ,ith Co MDM do 3EVV My G"M AD—PL—ODOI 19 NOTES: 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. PPROVED BY IWVs INC. ty sw OAROB JACOBSEN HOMES msESPECACANDOnAAM�O.O wGsARE "' M.T. DATE 3-30-05 "'`E'IEk- oamWL Powm ar, mo cowmak ORAWNG TITIL P.O. BOX 368 Y"TEMLLS OFJAMSEM MMWACltFAC '— uc sua MAMUS ARE %+o,rncu To TK OPEN PORCH RAILING(s) SAFETY HARBOR, FLORIDA 34695 ROPUT FOR W= Pt RO W MST GE 7ORA19AiG ; PHONE (727) 726-1138 KEPT CCI mnm No am na Q*M AD-PO-0001 20 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 41 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 THIS SEC. LOOSE-- -- � (SITE INSTALLED) >--- — — — — — — — — — — — — — — — — — --C FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTAL1ED FOR ROOF VENTING BOTH FACTORY - POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI -\L TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF 'ITE INSTALLED PITCHED FOR FASTENING C A TER SECTION RAFTERS DAPIA APPROVAL- NOTES: APPROVED BY NRevised Oct 25,2007 ;I INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NO'1RCE: DRABN BY: DATE: 'REV. LETTER: JACOBSEN HOMES um sKoF wa"Dmwm O.A. 10-24-07 0MGMIX, PRWKTARI, AND COWIDENTML ORANING TITRE: P.O.Box ass MATMA`S OF JACOOMR MWIFACRiNC. RBtiiG ON SITE PITCHED ROOF DETAILS H7lPHONE SUOI MATERIALS ARE PRDMM TO THESAFETY HARBOR, FLORIDA 34695 T�DMT FOR 9�Ef11C MIPM AM MUST6E DRAINING NUMBER: (727) 726-1138 IVT 0XID DITTAL W SBW FRM OTHERS AD-PR-7001 21 ROOF. TO ROOF ATTACHMENT SECURE STE INSTALLED ROOF DECKING WITH 1/16- X 1 1/2- X 16 GA, STAPLES (12) EACH SIDE OF MARRIAGE LINE TO EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE 1401E /1 11' MIN. STE RNSTAU.ED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING 11_ SEE NOTE /2 MAY B NOTE BEEAMS I 18' MIN. DECKING VA CROSS—SECTION REF. PG. RC-07-0044 NDS01 I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH 2—/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE T 1/4' PENETRATION MIN.) 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH 110 X 4 1/2' SCREWS 9' O.C. MAIL SPACING 3. SEE AD—FA-0020 FOR GAP TREATMENT SE7VM SECTIONS. SITE INSTALLED 7/16' LAIN. ROOF DECKING SECURED WTH 7/16' X 1 1/2' X 16 GA. STAPLES, 2' O.C. MAX. TO EApi 16' O.C. RAFTER. r- SITE INSTALLED RAFTER TO ALIGN WITH FACTORY INSTA :ED RAFTER BELOW. FACTORY INSTALLED RAFTER (CENTER SECTION) Ru' FA= C-FS3 - 88.01 .;ohn C. 06saon, P.6. K2 Enginwring, Inc. JACOBSEN HOMES MR., GRAMM AK P.O. box 366 UMMS W xooex■ MANWAa c SAFETY HARBOR. FLOWA 34695 W- 2JO4 VAIDW AWE PROVW 10 R[ PHONE 727 726-1138 nC Ftt 9%= R R I �.s7 t LN--- emoomL w tact ON jwm WWOZONE'w ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY ni HINCJun"z0o6 , a »m co�sauawe.Mo sARTY STAMAROs TO ROOF ATTACHM7 A AD-PR-7002 22 RAFTER TOP CHORD END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUILOOKER 19. O.C. MAX. BETWEEN OUTI.00KERS --Zoo i/A.. 2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 16V DOUBLED END ZONE RAFTERS TYP. 16' O.C. 2 X 6 FASCIA FASTENED TO OUTLOOKER W10N. (5) 7/16- X 2 1/2- X 15 GA. STAPLES OR MIN. (3) .131- X 3' NAILS (TYPICAL AT ALL CENTER BRACES) NDSOI 19.0 0 q3.0 2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .131 X 3' NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND . WIN. (3) .1310 X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 1T O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF j3 FLAT OUTL00KER TO TOP CHORD MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131- X 3' NAILS OR MIN. 7/16- X 2 1/1 X 15 GA. STAPLES 16' O.C. MAXIMUM NTO TOP k BOTTOM CHORDS ONLY. \ -- 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY NOTE: (SHIPPED ASSEMBLED FOR SITE INSTALLATION) WROOKOS TO BE SECLM m M TRUSS OF IK DMW TRUSSES LocAlm IN T1E DONE PER FASTE11Ei1 d1ART. 51NCLE TRUSS ONLY REo'0 OU19DE OF 3 FT. AREA SS MAY BE PLACED ON on SDE 1. 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 TO BE FASTENED PER AD-PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: cumin. PENEIItAWt .131 PD NAR. 5 15 GIL • STAPLE B 1' 118 SCREW 2 1' (DICE T�) OJTLWU FASTENERS MAY BE #ETA= VVINUZONL Tn FR011 70P am DOMs1 F PO MATlON ALL EXPOSURES B YAQiiAM. (110 MPH) 20 PSF ROOF 10 PSF D.L. . C-RC-197.01-197.02 N jw7ea� .John C. DoEden, P.t. .K2 Engini%c+T'ng; Inc. APPROVED BY ON 14 Feebl 05,2008 FEDERAL WMJFACMRED HOME CONS MON AND SAFETY STANDARDS JACOBSEN HOMES MMCC TJS TM"DRABA JE� DRAWN BY: O.A.1-29-08. DATE REV. LErim WMAL PRONVARY. NO C01910MM MAIMMS OF JACO� MA*FACMWO DRAWIG TITRE: ASSEMBLY A I EXPO P.O. Box 3BB IJG 90 MAIM" ARE PROMOED TD 1+E END ZONE RAFTER/OVERHANG sAFEPHHARBOR. FLORIDA �oisBes E(73 o� mm am WT�� DRAWING Nn AD-PR-7003 23 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER 16' — TRIPLE WIDE CENTER SECTION PEAK _ SITE INSTALLED DE"G ON PITO ED NO BLOCKING REQUIRED TRUSS SECE014 k REMIAMER aF % AT CONTINUOUS PANEL BOTH OUTSDE SECIIONS (2 FULL / ROWS OF SHEATHING) SEALS BETWEEN TRUSSES • SEE OTHER DETAILS TO SECURE I TRIPLE WOE MARRIAGE LINE INSTALLED PITCHED TRUSSES WIDTH PER SHEATHING REOUIREMENT APA RATED ROOF DECKING (OR EQUAL) MIANUF. INSTALLED DECKING TO HERE NINDZONE Al ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF O.L NOTES: tHUFRIX AFMWAL Um" AMMAL 1. 1/8' MA)OMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY 2. ROOF DECKING MATERIAL TO 13E 7/16° APA RATED ROOF (24/0 PW�� Revised SPAN RATED) DECKING (EQUAL OR BETTER). John Mo !t 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 �tTg,:ii ::il�'►;y, !iiG. iINC. SAME DECKING PATTERN. IN [A FEDERALYANUFACfUAEDNOTE 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 CANSTRUMONAND SAFMSTAtIDARDS GA STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES TN£SS �E!>f10 "S NO DIMUM AM om+a+ nT. O.A. �a-24-a� "�" DR7mm_ PROPI ujff, "m coilD um DRAW Till% P.O. BOX 368 HA�'� W AUM�JFACR we sib+ ►um" m � w � ON SITE PITCHED ROOF DECKING INSi. sAfEPH� � 02R7) 726 oR� 95 � O oRA�ac AD—PR-7004 24 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SQ. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD—PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION J / CEILING PANEL—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF APPROVED BY 0 Revised O25,2007 AiINC,ct FEDERAL MANUFACRIRED NOW CONSTRUCTION AND SAFETY STANDARDS BOO JACOBSEN HOMES NOTICE: THESE �EaFlcn:wNs AND DRAWINGS ARE DRAWN BY: O.A. DATE: 10-24-07 REV, LETTER-- ORIGINAL. MMETARY, AND CONFIDENTIAL MATERIALS OF JACODSEN YANUFACRITIM DRAWING IRR P.O. BOX 368 INC. SUCH W�,M PROW)ED TO SITE INSTALLED PITCHED ROOF VENTS SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REO ERR FOR S EDFIC FUIIPM AND MUST BE RFPT C06}D IK AND SECRET FROM OINERS DRAVANG NUMBER. AD—PR-7005 25 ROOF VENTING 3 0 W Tw. Too Sa .t CuToun roe V ITUMN Or R" SECTION f_ (SEE DWI FOR REMMMENTS) 100 SO IN CUTOUT VENT HOLES REQUIRED IN FLAT ROOF SECTION (160') X SEC" IENGIIt CTJ10U1 NOEES: 0 TO 15-6' 1 15'-6' 10 31'-3' 2 3 46'-10' 10 6 -6 4 62'-6 TD -0 5 11 MARRIAll WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I MARRIAGE WALLS / LOW VENT LOW VENT 1 a' NIP IN A—i •50 SQ. is, VE1Yis RTC GUIRTD 3 MGH VENT IN SITE INSTA J& TRT►_cs Stcmu Q 4—p - - _ 1^l( CENTER LINE OF CENTER SECTION 1w1 E SEC= t0.SAt Ism 1011: top 101E 10 a'-.r 0114 141t ]e - 4 , -T� 1 t101[ e1- TV-4 ► u SK ar TO ff-w 3 i 1w s0¢ w /NNU wJi! W {I�fflf$ X11R 4-T LOTI�e11V(1!-_ TIP. SO SQ K ROOF VENTS (-�I (SEE CHART FOR REOUTREMENTS) LOW VENT MARRIAGE WALLS J 3 2 W DAMA APM M&- --- 'ROVED BY JUN 10 ? INC. IL MANUFACTURED HOME iUC1lONAND SAFETY STANDARDS JACOBSEN HOMES 1�o�O ORATRI 6T: DATE REy LEixR TTtE� �EC6TLATICI6 N� tTAk1NIGS ,� � R.R. Ol - 22 - 0$ WNDW4. DIARY, ANDC0!9MUM DRAOM TITLE: vww P.O. sox 368 MAT1�LS CT MAWAC Rff VENTING -�— SAFETY HARE FLORIDA 34693 = SM MAMRMS AIM TO T4 IN PHOME (727) 726-1138 C Am � me MIST ff ORATE Pt R AO-PR-7006 K PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT (SEE DETAIL 'A') SITE INSTALLED VENT CAP SITE INSTALLED CENTER ,SECTION OF ROOF EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING FACTORY INSTALLED CENTER SECTION OF ROOF LTYP. CONNECTION 10 VENT FAN, SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS EXTEND PIPE Y ABOVE SHEATHING PLUMBING VENT (FACTORY INSTALLED) CEILING PANEL SITE INSTALLED PLUMBING VENT PIPE /(E XTEND 3` ABOVE ROOF) (SEE DETAIL '13) MARRIAGE WALLS FACTORY INSTALLED FLAT CENTER SECTION VENT CAP (OR SOLAR CAP) EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4- 8D NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. SITE INSTALLED FLEX DUCT SHEET METAL SCREW l'-k—FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOLE CUT N ROOF DCCKNG. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE- S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE ITE INSTALLED) r(S,(— COUPLER TE INSTALLED) VENT PIPE (FACTORY INSTALLED) DETAIL ' B' TrnwtuRlION OVED BY JUN to INC. ED HOME ETY STANDARDS PRAWN BY- DATE:REM. LETTER: JACOBSEN HOMES MSE5PEOMTOGa1DCR�iWMW R.R.01-23- NOTICE:04 VW aL PROPREIARY. AND CQliMI14 DRAWING TITLE:Mon _ P.O.Box 36a '�"� a'"�" MANWACARM PITCHED ROOF EXTENDED VENTS sae. WCR W11U S ARC PROMM M » SAFETY HARBOR. FLORIDA 3-4695 REOWn fOR SPECFC 141 M MD VI SI K DRAWING NUUBER: PHONE (727) 726-1138 KEPT alllFMW AND SECKI Ina 0M. AD-PR-7007 27 SITE INSTALLED SHINGLE AND UNDERLAYMENT 151 FELT TO HAVE A 6' MIN. OVERLAP —� AND A MN. 6' WIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS. -- r i r RE 1 FIELD INSTALLED 15# FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERIAYME?Q ININ A W MIN, OVERLAP AND A MN. 6' WDiH OF ROOF CEMENT. 151 FELT ALSO CEMENTED NTH A 6' NDTH AROUND ALL PENETRATIONS OF THE UNDERL.AYMENT AND PERIMETER OF ROOF. C A I FIELD INST&ED ROOF SI&TIANG (T1p•) i J � I 6' WIDTH OF ROOF CEMENT WHEN ( OPTIONAL 151 FELT IS INSTALLED. I i• - I OPtOM LAYER OF 151 FELT Tj I r I1 i I i i LS r r ONE-PIECE SHIfIIE UNDEAIaYHENT ROOF SFffA1HTNG (TIP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE, SHNOL E TO THE EDGE OF THE FACTORY INSTALLED DECI NG FOR UNDERLAY►ENT OVER LAP OF 6' MINIMUM. TUNING D WMZONE MI (110 MPH) ALL EXPOSURES ,MOTES: ETVGlEiR APPROVAL• DMA APPROVAL• 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT MERE NOTED Revised ON 2. FASTENING OF OPTIONAL 15# FELT IS NOT REQUIRED. (FASTENERS APPLIED � Oat 29,2007 ARE JUST TO HOLD FELT 1N PLACE UNTO SHINGLES ARE INSTALLED.) .lOh;1 1,3U^��fi, lNC. 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K? Engi(ic-t:f09, Inc. ONSTR CTIDN A D SAFE Y STANDARDS NS1181CTgq AND SAFELY STANDARDS ONLY IVIiEN SPECIFIC APPLICATIONS ARE NOT COVERED. j JACODSEN HOMES P.O. Box 3%o THE 1 mm AAA A> QBt; W+ PROPWARL = WFDtHltr� HAMOAtS OF ,u n UAI�,�Cn,W at Sm MATMA3 Am PR4ym TD tHS `6 Tm �T: O.A. D"'� 10-24-07 REY tom: "ASITE NSTAIIID SHINGLE AND t➢ND7�JI1�N1 I SAFETY HARBOR FLCEi1bA 34695 PHONE (813) 726-1138 TITS S f11f= AID NWI m *M AAL M ScM 10 OHM ORA= NUMB -� _ ---- AD-PR-7008 28 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT �. ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. ,105* X 1' MINIMUM ROOFING NAILS OR .113' X 1' MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR fASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA PATH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. MATH NAILER FLANGE, SECURED TO ROOF, ON TOP OF UNDERLAYMENT, AND TOP OF FLANGE UNDER SHINGLES, MATH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED MATH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. DARA APPROVAL NOTES: APPROVED BY 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA. STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). FEDE ALMANUFAC14JRED HOiAE CDPJ RUCTION AND SAFETY STANDARDS NOTTCF. DRAWN BY: M.T.02-04-04 DATE REV, LETTER JACOBSEN HOMES IKSESKCFWAT 6000"IM SAK DRAWING TITLE: TYP. FLASHING INSTALLATION ORGUAL. PRPRElAR1, NO CCWrKMTA WERLNS OF JRCOBSEM MAWAC1UFj4 _ „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 RIC SUCH IIAWRIMS ARE PROYMCD TO THE REWal EOt S'CCRiC PURPOSES AM MAT K cDfMEMUIII AM SEMI FWN OTMDtS DRAWNG NUMBER- AD-PR-7009 PHONE (813) 726-1138 , ovi 1 29 ADDENDUM GENERAL NOTES / TIE-DOIVNS NOTES: I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 1. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-CCYNS A JEN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. IMICI ANCHCRS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE 1ABLE(S), A STABILIZER PLATE MUST 6E :NSTAL`_r-D IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SL'PPUIED BY OTHERS). 5. VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY 6E INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME DES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHAM BE PROTECTED WITH A MIN. OF 0.30 Oz. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-D' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEW'AU HEIGHT ONLY). 9. LONGITUDINAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE 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, It 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 DE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION MD TYPE OF SOIL IN WHICH TILE ANCHOR IS TO BE INSTALLED. 1Z GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST I2' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLDING FORCES. 14- 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION 03593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 4725} (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL TIE-DOWM STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG P,EQUEEMEHIS. ALL BLOCK:VG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES. XQUISL EJNGNEEROAPIA APPROVAL Do ROVED BY THESE NOTES AND DETAILS ARE APPLICABLE B� No. 4': FOR WIND ZONE II AND/OR WIND ZONE III. THEY ,� ENE870357I IN 1 ARE ALSO APPLICABLE TO BOTH EXPOSURE C. AND EXPOSURE 'D'. SEE APPROPRIATE TABLES INCSPECIFIC INFORMATION ON EACH. - TA �.! it `�! �® JACOBSENNOTICE d��,� P.O. BOX 368 SAFETY WARBOR, FLORIDA 34695 PHONE (813) 726-1138 ",,, THEE sP¢arcnnoNs AND oRA�eN� Anli MONAl. PROMTARY, u+o ar xnu UATERIALS OF JACOflgN UWXACIMNC sua usaw.is ,ac PzotiOm ro TNT >ua at ros sPt[cic gppggg ypt XEPT CowmU MD SEC10 (Rw OTHEM v Tlx1 t11111i%v_ C.I.Y. DATE: 5-19-95 REV. IETnk A /[�� DRAPING TITLE: TD-GENERAL NOTES DRArtt+G +NU5Jt AD-TO_0001 30 ADDENDUM 1Ct��SS NORMAL TIE-DOlYN SPACING TABLES Sva ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE E+1 t \� MIN WIND ZONE II WIND ZONE III FLOOR K1GTH M!N.Ory• EA. END OF EA SECTION ANCHOR ANGLE YIN. 6 MIN.OTY. EA. END OF EA SECTION ANCHOR ANGLE U.H. 9 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' y 25'-4' 2 50' 3 38' 26'-C 2 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE - MIN MAX. WIND ZONE II WIND ZONE III S"SPACINGDEL HEAD LOAD ANCHOR ANGLE SPASPACINGDBL. HEADNG LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 8'-O' 31501 40'-50' C-8' 3150R 40'-50' 24'-O' 12° 1 8'-0' 31501 40'-50' 6'-8' 3150$ 40'-50' 25'-4' 12° 8'-O' 31501 40'-50' 6'4 31501 40'-50' 26'-8' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE < 'R 0� 1" MIN. WIND ZONE 11 WIND ZONE III FLOOR WIDTH MIN. OR Ea. IO EA SECTION ANCNCR ANGLE NH. 8 MIN.OTY. EA ENO Cf EA. SECTION ANCHOR ANGLE 'C NDI. g 2'-0' 2 0' 2 68 24'-0' 2 7 0' 3 50' 25'-4' 3 45' 3 60' 26'-C 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE R SPAdNG DEL HIM Low ANCHOR ANGLE SPACING D oHEw ANCHOR MC E FLOOR WiOTH EAVE OVERHANG 20'-0' 12° 5-4' 31501 40'-45' 4'-0' 31501 49-50' 24'4 12' 54 3150,1 40'-50' 4'-0' 31501 40'-50' 25'-4' 12' 5 43150# 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5-4' 3 550{ 40'-50' 11111'-0' 31501 1 40'-50' NOTES: 1. SEE w-1D-0001 FOR ADDITIONAL REQUIREMENTS. ENQNEER . .. D �i� rE ��• Q� No. F0'� L• DAPIA APPROVAL' PPROVED BY/6/,. 2. SEE AD-TD-0011 FOR YAJ011UM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOW _ ENE8 — 5 �• ��. `�� i��('�' •. � 1 �� . •' �\��'`� spa..... _ _ INC. FwstrtucrAA rro s�RT'r svrnvs3 JACOBSEN HOMES P.O. BOR 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPEOIWCATIONS AND DRAMNCS ARE CPoGINAL. PROMEIARY, AND CONFIDENTLAL MATMALS OF JAC08SEN WWACTURlNG w- SuCH YAWER.ALS ARE PROYM 70 1HE KOMI FOR SKCFC PiRFf ROBE Waal CWWo M 00 SECRET FRCU MCC 10HAYk1N •• DATE: REV. LETTER: C.L.Y. 5-30-95 // DRAWING DR£ / \ NORM. SPACING TABLES DRAWING NUMBER: AD-TD-0010 31 ADDENDUM 5�E 1 ALTERNATE TIE -DOWN SPACING TABLE k.4 1� ZONE U & III/EXP. C k4a LONGITUDINAL TIE -DOWN SPACING TABLE MIN, WIND ZONE I WIND ZONE M WL V. EA Qo ff INm ma MR V. BB OF MOM MQE BOOR M9D1H u semi OL e u sm nL e O 23'-4" 2 54' 3 40' 24W 2 5f 3 4T 25-4' 2 60' 3 w 314 3 38' 3 a 30'-Ir 3 1 4T 4 V (SEE NO1E 14 FOR ANCHOR ANGLES) VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II MIND ZONE 11 FLOOR IVE EAVE OVERHANG LOAD �LOADD KAD AMANa> sr+Kalc aa. HEM LOAD ANdlOt Af16tE Z4 12' 5'4 3150E 40-45' 54 3150j 35'-40' 244 12' 5-4' 31501 40'-45• 5-4' 3150# 35-9 254 12' 54 3150 40'-45' 5-4' 3150E 1 35-40' 9-8' 12' 54 3150# 40-45' 5'-4' 3154 35'-40" 12" 54 3150 40-45' 54 31M 3T--40' (SEE NOTE /4 FOR ANCHOR ANGLES) ae��{1111 t t t>ftSP,, e`'di rj C • O Q,�,, ., 9 '. No 45484 ." • � O �� -•.. Tk ._ : REF. CALC. • cam` o`F •. < p 1 p:• ♦ C-TD - 215.01 - 215.20 sS i ... **-*;;eONA ,E��.� NOTES: E119tEER APPIOOVAL DAPIA A "t"LI 1. EF 0-7D-MM FOR NOTO AI BEQIAREiOM APPROVED BY 2. SEE AD-1D-=U FOR YAWN PER F M73 MUD FOR 4E LOADS TABU M AMJtm 00 ON 16,2009 rIINC. 1 7E-DOMN DE5M ON 7HIS PACE MRWA9E 70 DOUSE WES ONLY. 4. UN ANCHOR ANGLE SHOrMi IN THE OIURT AM CANNOT E ACHEVED, D6iALLm AN APPRD4ED STABYIgR F'L11F. FEDERAL MANWACFMD Root Ooksm1cmu Am SAFETY STANDARDS JACOBSEN HOMES UK�► Mom M.T DALE 06-04-09 rl RM Box 36e afMML PMFIE17 . NO cawotxlla 1A1°t"s or atom ""'"1fA°"w"'" DRAMNG �liLTERNATE SPAgNG TABLES — SAFETY HARBOR, FLORIDA 3405 PHOIIE (Ei13) 726-1130 fDDI w>a�ns N[ PfD= 10 TIE IV �mfmnK n MKT "m 0=9 m ptAM1iO Il 1t AD-TD-0010.1 32 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE -DOWN SPACINGS — ran rv-iv-wiu Imc M W-JU-MU IAML Ytx w-IQ-WIU I&u fU AV-I13-001U TAHLE PER AQ-Rl-OQ1Q U$E MAX, TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.0 SEE FIGURE 2.0 FOR ALTERNATE TIE-DOIPN MHOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE-Dom SEE NOTE 5 FOR YA101UM NEW NOTES: ENGINEHI2,At4PR�ovAC CoC,�'�� OAtU Bi 1. SEE AD-TD-0010 FOR SPACING TAM •4� �� • G�STER F2 �• 2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDEAL TIE -DOWN STRAPS REQUR2ED. -No.�O'• '. 3. SEE OTHER DETAILS FOR SLOQONG (PIER) QUANTITY AND OTHER REWIRE11ENT5. _ ENE8703571 INC 4. SEE AD-TD-0001 FOR ADDRIONAL REQURTEIIENTS - 1 5. ZONE 2/EPOSURE 'C': 60' MA)QMUM HEIGHT -o $ T�' : •4i, ""` »c • ZONE 2/EIPOSURE V: 44' MA)MM HE HT l}� ZONE 3/E)POSURE 'C: 40' MA)MM HEIGHT '� DTP p 1 /' Q• �� REF. CALLS: ZONE 3/EXPOSURE V- 36' HAMM HEIGHT '�i • • • .... �� NOTICE: "I rartmim.", DATE REV. LETTER: JACOBSEN HOMES TNESESPECffrATMS00DRAWJIGSARE C.L.Y. 3-27-95 ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING T111E: ERI MATALS OF dNIF AaVSEN YAAC1URSIG P.O. BOX 368 W_ SUCH MATERIALS ARE PRONGED TO 11E FIGURES 1.0 AND 1.1 SAFETY HARBOR. FLORIDA 34695 KOVIT FOR SPE= FUWM AM YI5T K DRAWING NUMBER - WA PHONE (813) 726-1138 W7 COWKX NU& AM SECRET FROM OMRS. AD- tTD-0011 33 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOT LNG TIE —DOWN SPACINGS FIGURE 1.0 TYPICAL CROSS SECTION I SHOWING TIEDOII NS ANC80R Ma (SEE M15) MMM ANaE (SE KK {5) FIGURE 1.1 (DE31cd1 BASM ON 95 1/f 1-M fEtdM W 96• M S1OAll.S) NOTES: EWWW APPROVAL 1, SEE AD-TO-OD90.1 FOR SPAONG TABLES. 2 SEE AD-TO-0010.1 FOR QUAKITY OF LOHGITLIML TfE-0001 STRAPS REWRED. 3. SEE OMER DETAILS MR 6USCitfM (FuR) QUAAT.TY XM MER RMREMEMM 4. SM AD-TD-00O1 FTA4 ADORIONAL REQUIREMENT& S. Z4k`tE 2/EkP05URE V: 67' blAMM1114 HEIGHT ZONE 3/tMMRE V., 56° VAMILIN HEIGHT 6. IV1g'7d ANCHOR ANGLE SHM ON AD-ID-OD10.1 CAhatOT BE AWEVED, INSTALL A14 WROVED STAMLM PLATE. e��agggcBEBpd�BgB �90e C ®OE Dory m N a. -lit w ems° ®a9 . 41lZ4Ole �0 N A"¢8g SEE NOTE 5 Fm wau ffiv APPROVED BY Natm 16,2009 TEDERAL MULW ID HOW CONSTRUM N AND &ARTY STANDARDS F. CAL.C& C-TD- 215.01 - 215.20 NoTica DRAM 6Y: DATE: REV. LETim. JACOBSEN HOMES MAW= M.T. 06-04-09 i D.RMAL. FiORMARY, m W FLEM1.A1 LWtMNG TM., I HAIMALS OF MUM UMFA dG A.a. sau ��B = WOW AM PRWM TOFIGURES 1.0 AND 1.1 SAFETY i1A01111, >l OriIDA 34695 NSF FM gm Kew tm LM E mummG MPIRE PNOS�E (813) 726-1138 "UT OvimmAL ago MET FRm 04M AD—TD-0011.1 34 ADDENDUM NORMAL TIE —DOWN SPACING TABLES ZONE lI & III/EXP. C & D 1 �' LONGITUDINAL TIE —DOWN SPACING TABLE i (1' MIN. WIND ZONE It WAND ZONE III FLOOR MIN. OTY. ANCHOR uw OTY, ANCHOR WIDTH EA END CF ANGLE EA END ANGLE EA SUCH MIN. 8 E.A. SECTICN YIN. B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG S°AONG DEL HEAD LOAD ANCHOR ANCHOR ANGLE SPSPACINGANCHOR HEAD LOAD ANGLE 12'-0' 6' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE t MIN. WIND ZONE II WIND ZONE III . FLOOR YN• OTY. ANCHOR UK DAY. ANCHOR WIDTH EA END OF ANGLE EA OF ANGLE R12'-0' O EA SECTION YIN. B EA SECTION YDL B 2 64' 3 47' 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. VAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4' 3150P 40'-45' 4'-0* 31509S 40'-50' 13'-4' 6' 5-4' 31501 40'-50' 4'4 3150# 40'-50' NOTES: fNpNEER� �•'I� OAPIA APPROVAL I. SEE AD-ID-0001 FOR ADDIIICINAL REWIREllENTS .` 0 •'' �$ T , APPROVED BY E 2. SEE AD-TD-0013 FOR WXIMU11 PIER HEIGHTS REOUIRED FOR THE LOADS TABuuTED ABOVE. ENES703571 JUN 1 5 19 3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. * ' N 14 INC 1. ABOVE TABLES APPLY TO 160' BOOR OR 114' FLOOR VADTHS WITH 95 1/2' STAT �� ''F � : O :' nxwr,«u�crurO+oE TR3111f70�NO SYfTT STA1CMLls I -BEAM SPACING, 96' IJAX IIJUN SIDEWALL HEIGHT AND 6' MAXIMW SIDE OVERHANG (6' OVUWNC MAX. EACH SIDE OF UNIT) �i .t�� AVI) ,a JACOBSEN HOMES NOTICE: �AAJfJ JT THESE SPECOU.TNTNS AND DRAIMNGS ARfI 1111"1`d C.L.Y. DATE' 5-30-95 REV. LETTER P.O. BOX 368 CIEONAL, PROPKIARY, AND 00101DEHim MATERIALS OF JACOBSEN YAMIFACTMNG M 9" uAXkALS ARE PRDHDED TO THE DRAINNG TITLE: NORM. SPACING TABLES E726ICI1t3846. EPHONEHARBOR � CP DRANNG NUMBER (8 3) caw mv F OU MOMJ5M AD-TD-0012 38 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM — — •.......1 — ru �-lv-wiz iwu. rM AL-JV-WI[ IA= nX AU-IU-0012 TPH.E m FIGURE 1.2 SEE FIGURE 2.0 FOR ALTWITE TIE -Donn IMD FIGURE 1.3 SEE FIGURE 7.0 FOR J1I.TWITE flE-DD" XMID SEE NOTE 5 FOR KWO HDtHT NOTES: ENGI' `R,'.f11umbIr�DAPIA APPROVAL• I. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES. �.�`�C: 1)0Fp'''% APPROVED BY 2. SEE AD-TD-0012 FOR OUANITY OF LONGITWAL TIE -DOWN STRAPS REQ(JRM. 3. SEE OTHER DETAILS FOR BLOQOHG (PIER) QUANTITY AND OTHER REUM AIENTS. No. O % S "0�4 4. SEE AD-TD-0001 FOR ADDITIONAL REOUg"ENTS - EN 870357 - JAN M 5. ZONE 2/EXP=RE 'C': 30' YAXIAIM HEIGHT - ZONE 2/EXPOSTIRE 'D': 48' YAXOM HEIGHT .: OF ;• INI NEu».�,arnI1oME INC ATE ZONE 3/EV09JRE V. 28' 4AXINUY HEIGHT � '. / i • �� mal�wroMXCirit�Mq ZONE 3/EXPOSURE V: 60' MAXWJM HEIGHT �'��'•, / �AIQ�! •\�````.` F r NOTTC� ��` e{' N PAr DATE REV. LETTER: JACOBSEN HOMES THFSE SJ'Et7TTCATIm No M)ttA'MNOi11 ,LC.L.Y. 1 5-19-95 OMaGMNA1. RtOrRf[Tlit ; No COwWpITUL DRAWING 1ITTi /� „ S . F.Q. BOX 368 MAS OF JAC-01 �"►+�� M FIGURES 1.2 AND 1.3 H t11G SM UATEIaA(S ARE PROP U TO THE SAFETY HARBOR, FLORIDA 34695 REOPDIT TOR SUM pJlaM NO WM BE DRAWING MUSER PHONE (813) 726-1138 IvT GONFLDIML "%DV FROM umm AD-TD-0013 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHORING TIE -DOWN SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S) 01111111111111111 /' NOTES: C* PAOVAT!., /i/ DAPIA APPROVAL: 1. SEE AD-TO-0010 FOR SPACING TABLES �: �<c No. FQ � APPROVED BY 2. SEE AD-TD-0010 FOR OUANTY OF LONOTTUDIAL TIE-DOUN STRAPS REQUIRED. x ENc8703571 5 3. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOUIRENENTS _ �• IN 14 .7u�• 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREYFNTS I N C �'o, FS, ••..... V��,.•� maTlulo,/►osvcns>� %1,1r,1 A 1na`` JACOBSEN HOMES NOTICE: THESE sPEanuna+s AN9 oRAW1Ncs ARE DRAWN BY: C.L.Y. DATE: 5-19-95 REV. LETTER: P.O. BOX 368 ORICiNAL, PROPMETARY, AND umvwLHTIAL MATERIALS OF JACOBgN UAAUFACTMNC SUCH WATEXkS WE PROADEE) TO THE W_ DRAWING TITLE: FIGURE 2.D n SAFETY HARBOR, FLORIDA 34695 PEOMENT FOR S'EUX PJKSES AID VJST BE /F-�\ DRAWING NUMBER PHONE (813) 726-1138 PUT colrF1oE11rA Aro SEOV n= OTHEIM AD-TD-0014. 37 ADDENDUM ALTERNATE TIE-D01M SYSTEM(S) ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS SIDE NEW OF VAIN Fi"-- M-DOWN STRAP SCE OTHER DVArS rDR TIE-DOMN STRAP SPECIFICATIONS. APPROVED ANCROR Mc^.DED TO VAIN I -BEAM (SEE OTHER OETAS SEE AD-1D-0200 FOR FOR MELDING) TO BE INSTALLED RADIUS CUP DETAILS AT W FACTORY. (REWIRED THIS LOCATION). (MN. 31501 Mfl7IIONG (D:sI Gr4 LOAD AND 47251 ULTIMATE LOAD.) o GROUND AHCHCR SEE OTHER DETAILS rOR SITE, _I — — ANGLE AND OTHER INSTALLATION NOTES _I FIGURE 2.1 SOUD HEADER (CROSSMQ_r�0200 3' X 3/4' (- 1/2') FRONT VIEW CUT INTO KAM . NL'ST BE LOCATED FOR STRAP ATTACHMENT. WTHIN S' OF MAIN (FACIORT CUT) CHASM I-B� Rnm j SEE AD-M-C200 FOR ! I RADIUS Cik' Dc1Al5 ION) (REQURED THIS LO; AICN). TX -DOWN STRAP SCE OTHER CETAILS DE Y.EWFOR 11E-DOWN STRAP SPEC=AiTf.�'S. GROUND ANOM' SEE OTHER DETAILS FOR SIZE, AGE ANO OTHER 114TAUATION T,C7-5. F_ fill[ . 0 ,�� J e:, FIG URE 2.2 NOTFS• _ [ER 1PPROVAL -'i J OM.A A.-MROVAL• ' EKE:7-- , _ I. SEE AD-TO-0010 FOR SPACING TABLES- 2. SEE AD-M-0010 FOR OUANITY Of LONGITUDUL TIE -DOWN STRAFS REOLIAED. 1'0 ST:17c: I SEE OTHER DETAILS FOR BLOCKING (PER) DUANDTY mD ono RFOLGREMENTS 4. SEE AD-TD-0001 FOR ADDITIONAL REDLARE►MENTS. NAL 'blot'# ml1►,�„ MOM BRA«ET AND TILE-DOMI'I DEVICES ARE CERTIFIED By MRS AOTICe CRAIMN BY. O"'. FLY. LEMER: JACOBSEN HOMES Trtiu-ECIXA'ONS AN3 CRAYAZ Arlo . C.L.Y. 6-13-55 ■ MGMAL. rILC'WMY. AND Ca UXTIAL CRAWW DAL P.O. Box 368 NAMMS OI JAC00STJ1 WANUFACAR1a FIGURES 2.1 & 2.2 \/ rY Such WOOLS Of PROM TO TNC SAFETY HARBOR, FLORIDA �CttaR R� DRAkWG 1NBi NE(873BB�wima �Hn AD—TD—DOTS 38 LONGITUDINAL STRAP ATTACHMENT TYPICAL FRAME I -BEAM TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) .r NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL •STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION 0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEI AND SEALS. CATOR BEAM CLAMP MANUFACURED BY TIE -DOWN ENGINEERING, PART 159011 (SEE MANUFACTURERS INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) DAPIA APPROVAL, A PROVED BY lIwo INC. FEDE AL MANUFACTURED HOME CONS1 RUCIION AND SAFETY STANDARDS NOTICE: DRAWN BY. DATE: REV. LETTER; •JACOBSEN HOMES THESE SPECIFICATIONS AND DRANTNGS ARE M.T. 6-12-01 ORIGINAL, PROPRIETARY, TWO CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX J68' • ®� iw- SUCH MAIMLONGITUDINAL STRAP ATTACHMENTS ARC PROVIDED 10 THE SAFETY HARBOR, 4695 RaIE� FRG 5T BE DRAWING NUMBER: PHONEFLORIDA lei cONFDDOrtK AND SECRET D M AD-TO-0016 39 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES 1 ZONE II & III/EXP. C & D `� i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE 01 V FLOOR 11111. OTY. moo UK OTT. Rim t WIDTH EA OF EA EEO OF I 1� VV 1' EA SEC110M SEC UK 6 EA gCTiON Wl 8 10'-0' 2 44' 2 56' 12'-0' 2 57' 3 42' 38' 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAK WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING �'� ANaOR ANON SPACTNc L'� ANCHOR ANGLE 10'-0' 12' 4'-0' 31501 4D'-50' 4'-D' 31501 4V-50' 12'-0' 12' 4'-0' 3DO01 40'-50' 4'-0. 31501 40'-50' 13'-4' 12' 5'-3' 31501 40'-50' ±74770' 30001 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR u►H. orr. mm LK OTT. ANm WIDTH Ek END CF ANQE EA. 00 OF M E v Ek gcTaH uw. a Ex sEctaH uut e 10'-0' 2 64' 3 46' 12'-0' 3 50' 3 68' 13'-4' 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WAND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONG OB10AD ANCHOR ANGLE SPADNG OBL AHQTOR MOLE LOAD 10'-0' 12' 4'-0' 31501 40'-50' 2'-8' 31501 40'-50' 12'-0' 12' 4'-0' 31001 40'-50' 2'-8' 31501 4O'-5W 13'-4' 12' 4'-0' 3065c 40'-50 2'-8'i 40'-50' NOTES: ENa` �� evAbOFro A lMt*D ' BY THE MAR 1. OFFSET SECTION WITH RIAGE WE WALL EXTENDING BEYOND THE ENDWALL OF THE C� REVISED ADJACENT SECTION MUST BE TIED DOV N AT THE MARRIAGE UNE IN ACCORDANCE Q� ;• . !� WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECRON(S) ARE T BE TIED DOW41 W ACCORDANCE THE SEP 0 9 1 WITH NORMAL SPACING TABLES (AD-TD-0010). * 3 2. SEE AD FOR ADDITIONAL REOUIREMENTS. -K►' - q INC. ]• SEE AD FOR WA)3MUW PER HEIGHT REWIRED FOR THE LOADS TABULATED ABOVE %�.c+'•• �� ` % �'' �'�r FID ��FSS'' i?IA;;'��`�� RAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STAND JACOBSEN HOMES NOTICE: JJn,,,, THESE SPEonCAMNS AND DRAVA= ARE : R.R. DATE 8-27-96 REV. LETTM ■ ,I P.O. BOX 368 DRIONAL PROPPJ(TARf. AND C'C 610TUL WT08ALS Or JACOM MA"ACMIC OK. S)N WXXRXS ARC P *%= TO txE DRAWWNG TITLE: OFFSET SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE(813) 726-1IM aIAr oPar rat SK= RM'M wAl K r81 CCWWfK Ap SECWT rRW DOM DRAWING NUMBER; AD-TO-0020 A Ms. 40 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) , Nwomr TiF-nna SPA0NrS e olalm MINIM FOEMIN I „ FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE —DOWN METHOD "0" ON /STD-0020 �I APPLY TO Rim STANM INUI-WDE SECIOS TYP. CROSS SECTIDN(S) OF THE UNIT -SEE NOTE 1. AO-m-aa l SHOWING TIEDOWNS PIP. �DDRSTa ST7 r(p' ANGLE JINGLE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE TIE —DO" WTHOD SEE NOTE 5 FOR Wt>m1UM tEl(7iT ANCHOR ANGLE AND10R ANU FIGURE 3.2 9Al Qy,, ALTERNATE TIE —DOWN METHOD NOTES: -- -�.—w ;:T.....• 0 '�i,� DAPIA APPROVAL 1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �)O•Q.6j T RF0 2 �''; APPROVED BYE 2., SEE AD-TD-0020 FOR OUANITY OF LONGITUOIAL TIE -DOWN STRAPS REWIRED. ENE8703571 ' (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ INC SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. . z ' \' S. ZONE 2/EXPOSURE 'C': 44" MAXIMUM HEIGHT % ,C •, .�� " NOW `y� ��`►; sw+orrauo ZONE 3ZONE /EXPOSURE C': 32' MAXIMUM HEIGHT OSURE D: 24* MA)aMUM HEIGHT (32' 0 24' WIDE MIN.) �'(C�s• ZONE 3 �OSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' R1DE MIN.) /��A� NOT!CEk _ DRAWN BY: DATE: REV. LETTER JACOBSEN HOMES THESE SPEanCAnDNS AND DRAVANGS ARE C.L.Y. 5-11-95 ORIGINAL PROPRIETARY, AND CONFMIM DRAWING TITRE: n IIATENIALS OF JACOM MANUTACTURING FIG. 3.0, 3.1 & 3.2 /f i` P.O. BOX 368 INQ SUCH NAMMS AM PRONDED TO THE SAFETY HARBOR. FLORIDA 34695 RECGQIT FOR SPECM RIMM AND WM BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT CaHpWTIAI AND SECRET rROH OHM AD—TD-0021 41 ADDENDUM ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG TIE-0064 SPACINGS r FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP: CROSS-SECTION NOTES `C� - E� 0� 4i�i, OAPIA APPROVAL, 1, SEE AD-m-0020 FOR 4ACY; TAKES (OFFSET sEcPON ONLY). �� 4�GoERFoF2'�; APPROVED BY 2. SEE AD-TD-OD20 FOR QUAN!TY OF LOHOTUDIAL TIE -DOWN STRAPS REOLARED. (OFFSET SECTION ONLY) _ G NE8703571 -_ 1,510 3. SEE OTHER DETAILS FOR &OOCN; (PIER) QUANTITY AND OTHER REOUFiE "TS. 4• SEE AD-TD-0001 FOR ADOITiU:AI REOUIftEYENrS INC • /q� ��nx�wtw.»ettrmion O�c�' coe��uc�a.rowmtt�c'yw • QtN�:;;�4. �: J AC O B S E N HOMES rTlan P.O. 90X J68 msE sKonuNTloOiT�s um wuuN s A♦RE oT10lIAL PROiWA". AM CIMMIK YATDCAIS OF JACGgSE'TI YANUFACV"o DRAWN BY` C L Y. °"� 5-11-95 REV' LETTER: _ DRAVXG TIM �G' 4'D „ SAFETY HA?2:R. FLORIDA 34695 W_ Sm YAX%kS AM ►Rw10m TO KcpcmT rat SKCIX 14NO MM K Dy,WAG NUYgpt PHONE (113) 726-1138 17PT COi10 UK mo sor no allots AD-M-0022 42 ADDENDUM C�OgS ALTERNATE UNIT TIE -DOWN SPACING TABLES tt C & D ZONE II & III/EXP. LONGITUDINAL TIE -DOWN SPACING TABLE LAIN N VAND ZONE 11 HIND ZONE III ANCHOR UK OTY. ANCHOR FLOOR MIN, OTY. CA ENO OF N EA. ENO OF ANGLE WIDTH EA, SECTION MIN. A EA SECTION MIN. e 1]4 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 25'-4' 2 50' 2 67' 26'-8' 2 VERTICAL TIE-DO`YN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II HIND ZONE III SPACING D ANMELOAD =SPACDINGANCHOR DEL HEAD ANCHOR ANGLE LOO EAVE MOT OVERHANG LBL OAD 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900#, 20' 24'-0' 12' 4'4 37001 20' 4'-0' 3950 j 20' 25'4 12' 6'-8' 40001 15' 4'-0' 39505 22' 26'-8' 12' 6'-8' 39501 1 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. W1ND ZONE II WIND ZONE III EuA1ILENDTY ANGLE MNODI CHOR ANCP ANGLE WIDTH EA. SECTION MIT. A EA. SECTION M. 9 2 50' N/A N/A �12017 1 24'-0' 2 70' 1 N/A N/A 254 3 42' N/A N/A 26'-8' N/A ( N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING F�' HEAD ANCHOR ANQf SPACL4C LDl9 D�.. HEAD ANCHOR ANGIE FLOOR EAYE WIDTH OVERHANG LOAD 20'-0' 12' 4'-0' 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24 N/A N/A N/A 25'-4' 12' 4'-0' 40001 26' N/A N/A N/A 26'-8' 12' 4'-0' 40001 27', 111111 , N/A N/A N/A ENQR�ER'ApPR�YALDO�/�,��/' ��ll T ,. 0�, �� DAPIA APPROVAL' I. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS. :�� G� n o �'� 2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED - .• ENE8701-571 ABOVE: 3. 20 WIDES -82' MAXOMUM I -BEAM SPACING ONLY. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-DD31). ;L ::• ' ��/• �' ��' .�` _..._.....�..:.. Al JACOBSEN HOMES igwnc "t/fill TNEsE sKcinC rocs AND DRAWI0 ARE 19flil '. C.L.Y. DATE 6-13-95 REV. LETTER: DRAWING TITLE- ALT. SPACING TABLES DRiONAI- PROPRAIARY. AND C@R117E Sk MATERIALS OF JACOMN MANUFACTL" P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC SUo1 YATERms ARE PRmDcD 7o x no iml FoR sPEanc PJK!ES W YUST K DRAMNG NUuBER: AD—TD-0030 PHONE.(813) 726-1138 lul CnNnQ w Arm SECKT rat onus 43 bb (iGO-Ol-Qd .QMO M 1S03s cm WUKXUW la3Y ML-9U (C19) 3NOHd '939MnN ONNIYMO 30 UW my s2mlf m X03a aol AMOK 5694E YOIMOU '2:09MYH 1133YS 3KL Ol GOP" 31Y sxmilYR tMr6 MM 3K05uoVj"m N1803yr Jo STYR131Yn 99C X03 '0'd ®� G S 0I j 311I1 OHVMYMO TA1N OMM ONtl AWl3A1d09d '1yN0W 3w SONwraO aKY sNoUv,=3ds 353HL SHWOH NZE900W 96-CL-9 To . :M3ll31'A3k 31v0 A9 NMYMO• ilri,,,, 3J1.60N fir.. ;ui�'r;r_••.s:•__� \:�' \;,•1�.l�VQO�sii��i ; 'ON '•, v'r:.y31S��3 . ION SI NO11Y3PddY SINI :,0. 38nSO&11E 3NOZ 11rJ13H nrlvcvn 3811SO"C 3NOZ ._ _ _ .. _ �. �� • ,0£ ,0. mom nnyw- n ,LZ :A 38nSOaVZ 3HOZ 1VAOMddY YWYO GYAOM'dd M33MbN3 1HOGH Mr.n.XYM 2C :,3, 38nSOdX3/Z 340Z 't IoToo-al.-OY) S318*VI ONrJYdS WCa-RL 21YNM lY 33S O'S 38MU WJ T 'smoa-3L1 3myW ONTTIYISNI M03 SOON13n Q30t{3 FM38 31U MO! SWIM WHL0 33S *MXX iM A1LY3W S1 COMO 3Hi 3301HaOH '31013MY103M M3H10 ONY LLLLflYnD (M31d) ON!A3019 MOJ SWI30 MO 33S Z Xvn 3H1 YtY39-I ,awoaL 10, 3H1 lY SdYHLS NM00-A 3MYM3 3HL ONfTTY1SNI 'UN31113MIMIS IYNOLLIaOY M03 1000-di-a MS 'I A9 'U"OH ',0, 3SMOdX3 ONY .3, 3WWdX3 HLO9 M ONY SIM ONVA TTY NI 3sn MO! 318YMMY MY WSY NMONS SOOH13n NN00-3LL 31YNM311Y 3HL :SZIOt1 JOHONY MMaWd IS4M3 ZU.LS MU d0 Mn 18 Mn 39 dYA MnIZYdnNYA M3HLONY Z9 3M SNOUJIMOUS 3A09Y M oHLL33A U003NY 1NYQA M NY 'a3Sn 39 ISM S0Nn0d 000'9 10 DALY9 DOI 31YHA7n NY aNY SQNnOd 000 do ofard (alol M MOIL aY01 x0ma Y Ku HommY MBonY '(d 3du) Has Maoll SL3naodd LMHa "a Y N011YHnomoo NMoa 3u sm Dmsa mi SHOHONV QNfIOd 000 SddI ORH NOIILVOI'IddY UW 1 E11L11 l f SIHI 1N90H IrMIDfYn 103►I'M0 :93I10N ZNYMOM Gomm uoa-m a3Mx:as OM Mod rt 38nou Us � xYn ,► 0.0 Rdf DE SNM003L 9NIMOHS NOL03S SS080 1Y01dU (S)MISH NMOQ-BIZ RZVURZ'IV S,oX%d �pp0v WI1QNRQQV db1A III P'OtOt ADDENDUM �s T1�6N0`IDL >. a"ns �gp ALT. OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EYP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE 11 W1ND ZONE III YIN. OTY. EA END IO EA SECTION ANCHOR AN. YIN. 6 WIN. OTY. EA END OF EA SECTICHi ANCHOR ANC1E LRN. 0 FLOOR H17DTH O 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 53' 25'-4' 2 45' 2 58' 26'-8' 2 48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL HEAD LOAD ANCHOR ANGLE SPACING DBL READ LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 26-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0' 40DO j 20'-30' 4'-D' 4000# 20'=30' 25'-4' 12' 4'4 40001 20'-30' 4'-0 4DD0# 20'-30' 26'-8' 12' 4'-0' 40DOi 20'-30' 4'-0' 40001 25'-30' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE 111 FLOOR MIR. OTY. ANCHOR UK QTY. ANCHOR t tQ WDTH EA. END OF ANGLE EA END OF ANGLE EA SECTION uIN. e Eti SECTION u1N. e O� 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' 254 2 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACINGGLOAD DBL. HEAD ANCHOR ANC:E SPACING DEL READ LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8' 40001 20'-30' 2'-8' 4000# 20'-30' 25'-4' 12' 4'-0' 40001 25'-30' S-2' 40001 15 -30' 26'-8' 12' 4'-0' 4OD0j 25'-30' 3'-2' 4000# 25'-30' S: ENGINEER I�`��V14i!!!Hl/111 DAPIA APPROVAL iL SEcnDN MARRIAGE C DOCO''''4 PPROVED BY NTT! THE L1HE wAll EXTEM)WC BEYOND THE ENDwALI of THE ADJACENT SECTION MIDST BE RED DOW AT ��`�`\�\�. •�G\S� Lc THE MARRIAGE UNE W ACCORDANCE MATH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO ��: a' IN JUN 1 4 BE RED DOWN IN ACCORDANCE rAn♦ THE ALT. SPACING TABLES (AD-TO-0030). zE rI? i - — I V 2. SEE AD-7D-0001 FOR ADDITIONAL REOUIREYENTS. = ' ST fit, .. ;+uFmwA 3. SEE AD-TD-0033 FOR MAXIMUR PIER HEIGHT REOGARED FOR THE LOADS TABULATED --"� %V` ABOVE JACOBSEN HOMES N097CF- �4� - + 1KESE SPE0nCAr.DNS ANo DRAMNlS�ARi': APt • I�WW�` C.L.Y. DATE 5-30-95 REV. LETTER: DRAWING TITLE ALT. SPACING TABLES P.O. BOX 368 COGNAL. PROPKTARY. AND CAIGWDD 7ML MATERIALS OF JACOB" MANIIFACTJW SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 FICIRM FOk SPEOFIC RNM 00 WM BE l7PT COtfMTLAL AND SEOV fRON Udn DRAING NUMBER: AD-TD-0032 45 gyp,\CAn�SHoµ `, j� ADDENDUM 11 ALTERNATE TIE DOWN SYSTEM 000� W. CROSS SECTIONS) SHOWING TIEDOWNS FIGURE 6.0 SEE FIGURE 31 FOR RECOMMENDED TEE -DOWN METHOD SEE NOTE 5 FOR IWF" I'M FIGURE 6.1 Sib FIGURE 12 FOR RECOIDOM 71E-DOIN Mb1TE0D IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS M-DOIN, CONFIGURATION A MU CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR TITH A DESlGA LDAD (TORI014G IDID) RIM OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIYB.ANT ANCHOR MBUK TENE ABOVE SPEC�ICATIDlES MADE BY ANOrd R MANUFACnXR MAY BE USED IN IEU OF THE SIM EREST PRODUCTS ANCHOR NOTES: THE ALTERNATE ME-DOwN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-0001 FOR ADDITIONAL REWUIIEYENiS ALL WJV ZONES AND IN BOTH EVOSU E 'C' AND EXPOSURE '0', HOWEVER. By tNSTAILNG THE FRAAE TIE-DOAN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX 2. SEE OTHER DETAILS FOR BLO TONG (PIER) QUANTITY AND OTHER REOUIREMENTS, HEIGHT OFF THE GROUND IS CREATLT REDUCED. SEE OTHER DETAILS FOR THE 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-00201 TECOIJ ENDED METHODS FOR NSTALLNG FRAME TE-DOWNS. 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACOIG TABLES (AD-ID-0010). ENGINEER /A, OARA APPROVAL (ALSO SEE AD-TD-0020 AND AD-TD-0021) 0, ` C. pQ� ' 5. ZONE 2/EXPOWRE 'G': 32' MAIMUM HEIGHT ` •1 � '�- PPROVED BY ZONE 2/E)POSURE'D': 24- MA)WUM HEGHT `�O; T E9F ZONE 3ZONE �OSURE 'D% 28' AXWV HEIGHT �' Q` If E87D N0. O .lU1 i 5 10 -• =N INC F '�'yDEAa.••U�� `' JACOBSEN HOMES `' QN" DAIS r1Fv LETTER THESE saEarluma um DRAMH6SA'A�'' ,u,11►�► �' C.I.Y. 5-30-95 MOINAL PRWKTAUK AND COWMI AL ORAWG RTIi P.O. BOX 368 MATTTEALS OF JACOM umaACRAWG FIG. 6.0 dE 6.� „ NC. SM MATERJNS ARE PRO►IOM TO THE SAFETY HARBOR FLORIDA 34695 KCPDlT Fart SPELTIC PJMS NO KM IE DRAWING NUMBER: ui AI PHONE (813) 726-1138 WT OMMID S:OST TXOM oneas AD-TD-0033 46 ADDENDUM ALTERNATE TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� LAIN. W',ND ZONE II WIND ZONE III f.O ANCHOR ANCHOR FLOOR A. WIDTH EA. END E D A. E D O. EA. END OF GLE \V\ IO EA. SECTION YEN. 8 ;N. EA SECi1tJN IN. YIN. 8 12'-0' 2 43' 2 55' t3'-4' 2 50' 2 68' to VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DE' HEAD LOAD A400 ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH SAVE OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0 39001 22' 13'-4' 6' 5'4 38501 25' 1 5'4 39601 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE LAIN. WIND ZONE II WIND ZONE III YIN. OTT. EA ENO ANCHOR ANGLE YIN OTT. EA. END Cf ANCHOR ANGLE t FLOOR t \V\ �O � WIDTH IO EA SECTION YD+. a Erg gcTaN WK. e 12'-0' 2 64' 3 47' 12'-0' 3 31' 4 33' 13'-4' 3 1 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL FAD LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 174 6' 4'-0' 39501 2Y 2'-8' 39301 20' 13'-4' 6' 4'-0' 39601 25' 1 2'-8' 4DO01 30' THIS* ALTERNATE APPLICATION REQUIRESI,,,4,1000 POUND ANCHORS NOTES ENOtT`F�(l%� `PRL O� �� DAPIA MPROVAt 1. SEE AD-TD-OODI FOR ADDITIONAL REOlHRE11ENTS -�•O. .,&STE9F FZ��'; �: No. o APPROVED BY Z SEE AD-TO-0036 FOR MAXIMUM PER HEIGHTS REura FOR THE LOADS TABULATED ABOVE. e• - ENE8703571 •': _ 5 7NIf3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDETTALL NOT FRONT OR REAR. = C, +. ABOVE TABLES APar 10 160' BOOR 0R 144' FLOOR MADTHS NTH 95 1/2' 6 4 9 • �. ,. %O '•.• /A, ` � . '�•� 'C�(` !1r0 � `- • (�\ .�,,,®mm oaau,crouno ��'O'n� I -BEAN SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXII M SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UNITS ��• •'�4�tss+�• f ��, ��` JACOBSEN HOMES NOnICi: 'r`r THESE SPEWCAD NS AND DRAV#GS AMC.L.Y. +"' DATE 5-30-95 REV. LETTER: DRAN•.NG TITIL' ALT. SPACING TABLES „ P.O. BOX 368 mam. PROPWART. AND CON(IU m MATMALS OF JACOM YANJFACTTAZING n it SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 WG SUCN YATUmS AK PROM M TO THE REOMT fat SKCFX PINO NO NMI BE arT COf WTIAL AND 2:00 rKM GTPM //- DRANING NUMBER AD-TD-0040 47 ��v�RS �000� Vq ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS ANO.E AMU FIGURE 7.0 SEE FIGURE L3 FOR RBCOWNDED TIE-DDIN METHOD IMPORTANT NOTICE: SEE NOTE 4 rOR HAMM HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TUN USING THIS TIE -DOWN CONMURITiON A SME CREST PRDDUL75 YODEL 575H (TYPE 21 WGER ANCHOR TRH I DESIGN TOAD (iDWIG 101D) RATING OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUM.W ANCHOR Y1 im THE 180VE SPECMTIORS MADE BY ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS AN=& NOTES: 1. SEE AD-TD-ODDI FOR ADDITIONAL REOUIREMENIS 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANIITY AND OTHER REOIAREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035). 4. ZONE 2/EXPOSURE 'C: 38' MAXIMUM HEIGHT ZONE 2/`EXPOSURE 'D': 28' MAXUNM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT ZONE 3/EJa'OSURE TI': 28' MAXIMUM HEIGHT 5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE TIE -DOWN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE N ALL T44D ZONES AND N BOTH El0'OSURE V AND EXPOSURE V, HOKVER, BY INSTALLING THE FRAME TIE-DOYN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DOVI& i 1STFq��`' ;�GNo. NOnCE "'AZirri� TTESE SPECFXA704 AND DRAWN= ARE ,RtV�T�, . C.L.Y GROXAL PROPRETARY, AND COKmTK ORAYM TITLE: MATMM OF 1ACOBSEN MAMJFACTIJIt•IG NG RKH MATERUIS ARC PRONGED TO THE PEOPM r01 SpM AIRPM No aM N DRAWING NUMBER: rt" CpiwIM& AND IMT mw OAERi APPROVED BY `5 INC 5-30-95 FIG. 7.0 A AO-TD-0041 48 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL 'S' SEE DETAIL DETAIL 'A' IUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL `B' 1 -BEAM LL DOWN TIGHT TO OUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. amT*:= DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR PROT, q,3RNIIAT LONGITUDINAL TIE CONNECTIONS ALSO. '` L' Sr��v''�%, NOTES: �t{Gi q DAPIA APPROVAL No. 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 APPROVE® BY AT BEAM -OTHER METHODS THAT ARE CERTIFIED 70 MEET = THE REQUIRED DESIGN LOAD OF 31501 MAY BE USED. = °� 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 'a STATE OF ON WHERE THE ANCHORING SYSTEM REQUIRES THE USE :��p '• P• ' OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ','' s��N ��\• Famm 1TONAtsT REDROME 1(' Z DE D AND !1 R FIED OTHERS NOV 2 4 199A JACOBSEN HOMES NOTICE DRAWN BY: pAIE REV. LETTER: ® THESE sPEancAnONS AND ORAiHHCS ARE M.T. 11-18-88 DRaNA♦, PROIKTARY, AND COHFApil1A1• DRAWING 'ITT£: B P.O. BOX 368 VATERAlS of JkCOBSEN WOOACTURNO MISC. TIE -DOWN SAFETY HARBOR, FLORIDA 34695 NC. SUB{ WATM95 ARE PROVOM 10 TK PHONE (813) 726-1138 KKEEPPCaSD�f P MD r ai OK BE DRAWING NVIA3ER: AD-TD-0050 49 ADDENDUM NORMAL TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D i LONGITUDINAL TIE —DOWN SPACING TABLE (1� MIN. WIND ZONE II 00 ZONE 01 FLOOR WL Dn AM43R UK Dn ANCHOR Dm u DO Or ANGLE u DO OF ANCU u SECTM uo+. B u secnEN unL. e 3 40 3 25 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE 0 WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING D9l VO LOAD ANDOR ANGLE SPACING LOAD ANDOR L%E 30'-8' 6' 6'-9. 31501 41-46 5'-5' 31501 44-49 LONGITUDINAL TIE —DOWN SPACING TABLE MIN, WIND ZONE I WIND ZONE Of FLOOR WILL OTT. ANGLER YIN. ANCHOREll WIDTH END OF ANGLE F EA DO OAKLE ANGLE �O u SECTION N a EA. sEcifEN uel e 30'-8' 4 42 4 25 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE 10 FLOOR WIDTH EAVE OVERHANG SPACING IX LAD ANCIER ANGLE SPADNO L'� ANataR AMU 30'-8" 6' 4'-6' 3150� 46-50 4'-0- 3150 j 1 49-52 VANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. REF: cALAs G 4/4 - q4.0/- 9¢, I& ,,,11,lL1111'1NI,,, NOTES:EH0. �F1',��4 Aj,. ,., DW APPROY MfifS 0 S r. CY •' G�STER I. SEE FULL ADDENDUM FOR ADD171ONAL, R OUIREMENM �� No.�' APPROVED BY 2. SEE AD-7D-0071 FOR MAXIMUM PIER H IGHTS REOUIRED FOR THE LOADS 910334 TABULATED ABOVE o00 - INrP -„'. STATE OF ' ' _ INC. %. .: coa,�na�Nowrrrsuraks JACOBSEN HOMES 168 THEs£ SPECIrXANOTICLY M T04 AND MUM ARE A"" eT: M. T DATE 2-8-99 REV. LEnm . P.O. Box „ ORCHAL, PROMIART Al✓a tpi7pENnK MATERIALS OF JACoe5E11 , IAtTUIt9NC ORAMNC nnE: NORM. SPACING TAKES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RIG 9" MA7MMS ARE PWAX0 TO 1K RECIRLNT COR SKCM PlAtpM me wM CE WI COMUNTIAL 90 SE001RN cTVM DRANWG NUMBER: AD-TO-0070 �� I 50 ADDENDUM TYPICAL SIDE ELEVATION SNOWING T1E-DOWN SPACINGS TYPICAL CROSS SECTION SNOWING TIEDOWNS SET AKM HEAD 6 OIT OF E101E (TROTISY 5�[ TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGURE 2-0 FUR AMATE 17,-DOWK IMOD FIGURE 10.1 SFM FIGURE 50 FOR ALTERNATE 11Pi-DOVN YET4IOD NOTES: 1. SEE AD-TD-0070 FOR SFACM TABLES. 2 SEE AD-TD-0070 FOR QUANITY OF LONGITLIOIAL TIE -DM STRAPS REOUIRED. 3. SEE OTHER DETAILS FOR BLOG(FNG (PIER) QUANTITY AND OTHER REOUREMENTS. 4. SEE FTHL ADDENDUM FOR ADOETIOHAL REQUIREI ITS, 5. ZONE 2AXPOSEIRE V. 56- MAMUM HEIGHT ZONE 2AXPOS K V: 40* MAIMUM HEIGHT ZONE 3/tXPOS11RE V- 56' MA)WUM HEIGHT ZONE 3/bPOSURE V' 40' MAWN HEIGHT JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 "ULL M w-N-unv Imu m 3 SEE NOTE 5 FOR t MA)d1W HD4ET N t��Irrurnr C''v�� (. Gl•� v��ERcc No. o'- 910334 y � oos STATE OF THESE SPECFICAMM Ark DRAIAW S ARE CFdgrUL PRWWM . AM COHFIJERITK WITERI&S OF 4WOBSEH WWUFACAIRM W_ SUCH MATERALS ARE PROM M W THE REaperT FOR Seim PURrm AND MIST BE IM OMFE0 4 NO SECRET FROM OTHUM WINNONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY l 1'1� -,Ni4INC. n0E&q ~ACW0 "C6E c ]: 3 -Dpi M.T. DATE. 3-1-99 REV L.ETW FIGURES 10.0 AND 10.1 AD- TD-0071 51 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D VQG� S LONGITUDINAL TIE -DOWN SPACING TABLE (1� MIN. WAND ZONE U WIND ZONE 61 FLOOR WIN. OTY. AN010R pi OTY. T4M— A DID OF ANGLE EA DO O AMEiE WIDTH i E!� SECTIONMIN. a EA SECTION Wt e 15'-4' 3 45 3 35 VIRTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE LAIN. MAX WAND ZONE n WIND ZONE III FLOOR EAVE ° SPADH^ DB HEAD WIDTH OVERHANG i * mm ANGLE SPACING 1.04 MOOR ANGLE 154 6' EACH SIDE 6'-10' 31501 40-46 5-6. 3150l 1 42-47 LONGITUDINAL TIE —DOWN SPACING TABLE MIN, VAND ZONE II WAND ZONE III A FLOOR UPI. OTY. ANOt�L MIN. OTY. ANCHOR WIDTHEA. END OF ANGLE EA DO OF ANGLE �O Eti SECTION MOL O C0. SECTION NOL 8 15'-4' 3 30 4 35 I VE TICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVERHANG VAND ZU1E 6 WIND ZONE III SPACINGSPACINGDO 1�0 LOAD INCHOR Atrat SPACING oOL o� ANCHOR ANGLE 15-4' 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50 NOTES: I. SEE FULL ADDENDUM FOR ADDITIONAL 2. SEE AD-TD-0073 FOR MAXILT'JM PIER TABULATED ABOVE, J. MAX SAVE OVERHANG REFERS TO OV1 4. ABOVE TABLES APPLY TO 184' FLOOR 1-BEAM SPACING, 96' W JOMUM SIDELI OVERHANG (6' OVERHANG MAX EACH REQUIRED FOR THE LOADS NO AT SIDEWALL NOT FRONT OR REAR. THS PATH 95 1/2- HEIGHT AND 6' MA)DMUM SIDE : OF UNIT). REF. CALCS. TTTIIIIr,r °VPQ` G�STER • F�! Q� No. 910334 ��.• STATE OP:'�� a ��s VVINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L 2,16 DAPIA APPROVAL' APPROVED BY INPINC. rtaaAcrwur�clvao� mlarsitT a uo wrm cwaAL>t NOTICE / •'Trrr ItLRW BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPEuX nom AND DRAmm ARE M.T. 2-8-99 ® ORIMAL, PROPRTETART, AND Cat KNIIAL DRAYANC TITLE: P.O. BOX 368 MATERIALS OF AACONSEN YunrocTURwD NORM. SPACING TABLES ®® INC FUOI NATEMALS ARE FROHOED TO Tiq SAFETY HARBOR, FLORIDA 34695 RECMI fat 7ECr1C RALP I AM wr51 DE DRATIINC NUMBER: PHONE (727) 726-1138 ►YPT ccHnoENTTu AND sraET rROY or,"L AO—TD-0072 52 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SNOWING -TIEDOWNS TIE- DOWN SYSTEM FIGURE 10.2 SEE FIGURE 2:0 FOR ALTERNATE 71E-DOIN MEiT10D $EE NOTE 5 FOR W-JUN h%T SET ANCHOR tm FRpI SUE 6 FIGURE 10, 3 IN OF 11011E (TIP.) SEE FIGURE 7.0 FOR ALTERNATE I E-DO1IN RMD NOTES: 1. SEE AD-TD-0072 FOR SPACING TABLES AM NOTES. 2. SEE AD-TD-0072 FOR QUANITY OF LONQTUDIAL TIE -DON STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOCKING (AER) OUANTITY AND OTHER REOUIREMENTS 4. SEE RAL ADDENDLNI FOR ADDITIONAL REQWREMENTS 5. ZONE 2/L7P0iSURE 'C- 56" YA)D►RIAi HEIGHT ZONE 2/0POSIM V: 56' MAAM W HEIGHT ZONE 3/EPOSURE 'C- 56" MA)OWM HEIGHT ZONE 3/ (POS.1RE b': 56" NAMUM HEIGHT JACOBSEN HOMES ®, P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 WINDZONE III (I 10 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS. C 1--�- 92, a - 92 . No. 910334 STATE 0F THESE SPECIFICATIONS AND DRATf,ft AIIE ORMAL. PROMIJARY, AHD CWMTIAL UATEMALS OF 44COSS 34 MANDFACMING W- SUM NATEFEAIS ARE PROMM TO 1HE REMOIT FM SIT= POIIF+M An LIM OE KEPT CONFIDGMk AND SEGO FR08 OMM DAPIA M.T. 1 DATE: 3-1-99 I REV. GRATWNG 'BILE: FIGURES 10.2 AND .10.3 AD-TD-0073 53 ADDENDUM �R�s OFFSET UNIT TIE -DOWN SPACING TABLES 111 ZONE II & III/EXP. C & D 11 I I LONGITUDINAL TIE -DOWN SPACING TABLE I {�� MIN. WIND ZONE I WIND ZONE I �J FLOOR WL oTr mom WL OR mom MOTH EA OF mu E!D DF ma O Ili SE EA sEcnar WL a u EA s>:cta� rw. e IL 3 4r 3 61, 2 54' 3 41' 2 54' 3 41' VERT KCAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE m FLOMOTH OVERHANGOVEERRHANG I SPAf�NG AIL NEA In ANQE SPACING I" Mon AN" 12'-0' 12' ( 5'-0' 31501 40' 4'-0' 31501 39' 13'-4' 12' I 5'-0' 31501 41' 4'-0' 3DO01 40' 15-4' 12' I 5-0' 31501 43' 4'-0' 30001 42' I LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE I WINO ZONE II Ir FLOOR Ift oTT. AK" MR. OTT. ANCHOR WDTH EA. OF MIME EA OFF i Ell gC110N SEC YIL B FA SfCSEC BON L MR e 12'-0' 4 45' 4 60' I 3 45' 3 60' I 15'-4' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX HIND ZONE I WO ZONE M I �A Lo RIMAMaE �AL>tic ANO+�! AlxilE MOTH OVERHANG 12'-T 12' 14'-0' 31501 40' 3'-0' 30001 36' 13'-4' 12' 14'-0' 30651 41' 3'-0' 3000/ 3T 4'4 3065f 43, S-0' 3=1 41' NOTES: 106 - CRGGS: C- S� - t!(, �O!- 16 , IL ��i E�+v. I- t�F. cucs �. - C` U 1. OFFSET SECTION NTH THE MIWRIAGE LINE W THE ADJACENT SECTION MBE TIED DOW EXTENDING DEMO THE EDWALL OF T K MAIRAGE LINE ACOOROANCE IN D b •{` (� ••.•.••••;�O '+s �� .• Y QlY 1Fl (,`qr,��` �i�. 17G O �D �� BY WITH THE TABLES ABOVE THE SIDEWALL SIDE D 1K ADJACENT SECTION(S) ARE TO � BE TED DOWN N ACCORDANCE WITH W NOR IAL SPACING TABIFS (SEE AO-TD-0010 • JUN FOR If-T k IS-4' WIDES, AND AD-TO-007 FOR 15'-4' NIDES� 2 SEE AD-1D-0001 FOR ADDITIONAL RE TS, w * SL%TPa ; C• INC. I SEE AD-M-0081 FOR WAbA N PER HEK,TIT ABOVE I EOILIF41) FOR THE LOADS TABULATED • qOFiIOV. •.,,..•••Y444`� LMAMURZTUFOROME JACOBSEN HOMES � > �� +'� + . o81104% �•T• •ORAVIM 6-8-04 � LETTER P,o, Box 368 O. P M . AM M7 =1 °` wur<Ir IIC. SUQI MA1FRtN5 rqE W TITLE: OFFSET SPACING TABLES WAVAND NUMFIM AD-TD-0080 SAFETY HARBOR, FLORID^ 34695 PHONE (727) 720-11,38 LA-1 AE 1W IN SPM PIfOM 9K 001COM NO SEEM 54 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG K—DOWN SPACINGS- FIGURE 11.0 SEE FIGURE 4.0 MR d6I MTB 72-DOVN 10:f80D S SECTION(S) TiEDOWNS DIE 5 FOR w m" [TABLES oN ATi-M-M QQ_tl➢I APPLY W VIN STANDARD iMI-ICE SMUMS OF IRE tW -SEE WE k AD-To-M) TIP FLOOR SYSIEM-� r i— Mao mQE TV. AMQiOit ANiiF---+ � (ic�' )9.G1 FIGURE 11.2 •, U FOR /L MT9 ttl! -!)D d iEWD NOTES: ;,WQOVA `*,'y> DAM APPROVAL: 1. SEE AD-ID-0080 FOR SPAM TAMM (OFFSET SECTION ONLY ~ ;;�' ''{ F( '• ��`'a PPROVED BY 2 SEE AD-13-0060 FOR COMITY OF LON(i•IIIOIAL TIE DOWN STRAPS REQUIRED. (OFFSET SECTION ONLY) o. 004 5 U I SEE OTHER DUALS FOR BLOO(MG (PER) COMITY AND OTHER REQIARE10TS. JUN 11 20 4. SEE AD-M-0001 FOR ADDITIONAL REQUIREUMTS. �' • � OB' o 4. INC. I 5. ZONE- 2/EPOSIRE V: W MAn HOW O� M 0, ) �J • ZONE 2/EIO�OSURE b': 0MA10k9W HEIGHT-36• FOR 12'-0• WW UNITS o �� A, „ V, a .°• �' a' ERAL NUFACTURED HQ�1E ZONE 3/ExPO51TRE V- 4e MMUM HEIGHT .P E% ti . `- (� t�.. ��°��cc qSIRWIM AND SAFETY STANDARDS ZONE 3/WORK V. 40• MAXltIM HEIGHT NO r1cm ARANW. DATE LEY. LETTER J.AC;OBSEN HOMES Tim SK FMT" AND DRMVM AM RBI.T. 5-8-04 LEIB ow XAL. PRO11MARY, AM Col UNIm DRAWING TIRE: F M 10 /� EUYfItlAU OF JAC�Yi MANUFAC01RiNG H P.O. Box W_ MAMMALS Ate Tip FIG. 11.0, 19.1 & 11.2 SAFETY HARBOR, FLORIDAI34595 IUW FOR SQOIC MW AND W K DRAW NUM: PHONE (727) 726-1138 lvt Cdi mmAL AID SISJIET R M OTftm AO— TO-0081 55 ADDENDUM ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM 1 It -...._�►.��.._. _-III �II WAIL PER AD-TD-00,0 ma PER WID-OD10 ]ABLE PER AD-10-0010 19LE CR WID-00 TARE Oil AD-10-0010 TABLE FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: 1. SEE AD—M-0080 FOR SPACING TABLES (OFFSET SECTION ONLY). 2. SEE AD-711-0000 FOR OUANITY OF LONOTUDIAL TIE—DDM STRAPS REOLIM. (OFiSET SECTION ONLY) 3. SEE OTHER DETAU FOR BLOCKING (PIER) QUANTITY AND GDiER REOUIREMENTS. 4. SEE AO-TO-0001 FOR ADDITIONAL REOLIMENTS. MAX OR AD -WOO SEE GALGS, �6� G-s�- !6•�i- 16�E�- SECTION STEq' `!! No. Fa ' :Q i 910334 STA T i-=- Of n � i 1 •, ..�. STRtIC?I0PJAND SNFEh Si:.lDAii;,S J A C O B S E N HOMES TWEX SEctW7=5 D*9AURCS A� DRAW BY: R. R DATi: 5- 9-01 REV. LETTER 09=&L FIIOPRLTART. AND C NAAL DRAMG VILE: P.O. BOX 368 MA1E0IALS OF J CCM MAMFACUMM FIG. 12.0 SAfE7Y HARBOR, FLORIDA 34695 W_ SUCH MAOL41S AK F DEO 10 110E aEC AL1II FOR SKCAC RAFM5 W MR 9 DRAIONG NUMBER: PRONE (727) 726-n38 11vI C09 MNPAL AW S=1 FRCS 0111 AD-M-0032 ADDENDUM 108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES ZONE II & III/EXP. C & 1� 0 LONGIT INAL TIE —DOWN SPACING TABLE (+� MIN. WIND ZONE W FLOOR 111111111, oOL n Hit Ily ARox� O WN)1H Ck � TAtIDiOt e � 00 OF And 26'-8' 1 3 42' 3 53' 5T 4 45' VERTICAL TIE —DOWN / FRAME TIE—DOWN I* SPACING TABLE WN MA). WIND ZONE 1 WW ZONE I FLOOR r�o111 EA* OVMANG SPACli6 Lm moo � �� °�� M{m At" 26'-8' 6 V-8' 31501 40'-50' 5'-4° 31501 40 -50° 30'-8' 6' 6'-8' 31501 40'-50' S'-4' 31501 40'-50' LONGITU INAI, TIE —DOWN SPACING TABLE t MiN. RM ZONE 9 WIND ZONE M FLOOR ®n man mu WL GTY. EA. W of AMm mcu ` ® k10TH SIM WL ® Ell SECTS WL 26'-8' 4 41' 4 52' 30'-80 4 51' 4 70• VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MK MA WND ZONE N IAND ZONE m FLOOR W1DTH EAVE OVERHANG DID Lm Lob A A!!(EF �A@fC DEL NEW AMD t MM Lm 26'-8' 6' 5'-40 31501 40'-50' 4'4 31501 40'-45' 30'-8' 6. 5'-4' 3150/ 1 40'-50' 4'-0' 3150 j 40'-45' VANNONE M (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM NOTES: ENRaReM JL ._ :_ ~ DAPIA AFf RWA i. SEE FOR A PUt1 ADOEWIIJf1 DpilalAL REOUIREl1EMTS . .' CJ �zo APPROVED BY :i t No.0045484 2 SEE 0-m-M FOR MA)tl1AA1 PIER t+E1M REouRM FAR W LOWS tABIJl/I1ED A80ME F INjC. . �c• •. �°'��`�� • ....•• z,.-�y' I FEDERAL MANUFACTURED HOWE CDNSTRUCTIDNAND SAFEr(5[AV0ARUS JUL 2 7 ?fib JACOBSEN HOMES MWsPeCfCA7° s�MA„E DRAW ey M.L DATE- 07-20-04 R [ArmP.O. add ws • PRO HUMY. AM - WArEi�A S W ,�+C HANSACn W_ 5LKN YAWBou AK 1a DRAI NG TI1LE: 108' H#qi SDEWi�E 1 SPAgMG TABLES SAFETY HAREtOR, FtORMA 34545 LlJLU Pli(ME (727) 726-II M � r k NO g 4 DRA�RG KNOM AD-TD-0083 57 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION 'SNOWING llF-nf)m SPAdNN TYPICAL CROSS SECTION II SHOWING TIEDOWNS TIP. FHDpt man M ME SEI NCO MEND FIGURE 10.0 ID FIGURE 10.1 NOTESo 1. SEE AD,-ID-W FOR SPAM TABLES 2. SEE AD-M-OW FOR OUA ITY OF LONGIAD L TE-OOI N STRAPS REaIOM 1 SEE OM DETAILS FOR BLOOOM (PER) QUAN RlY NO OM REOUILElE M 4. SEE FLU ADDEWN FOR ADDITIONAL, RECOFEMILTS i ZONE R/EXPORK %': 33• YAMMUM HEIGHT ZONE 2/47�lRE V- 2r MAXHMN HEIGHT ZONE 3/E�0511RE V. 36' YAMM HEIGHT ZONE 3/k7 OK V. 3r YAMMIY HEIGHT 6. ALL SPECMAT IS ARE BASED ON 2T ROW ANGLE MAX. W. CALM Nm ME SHE NOW 5 Ftlt y iMlviMl WM WNDZ0K w (20 � � 10 PSF D.L. F GIN -'r% APPROVED BY • INC. r • a C�� Opi•'�y �'+� FEDERAt.MANUfACTUREDHUNac �i J% CDPISTRUVIONAND SAFEHYSTAWAH�USS OREO EN � 5 1107iC19:: - - - -- JACOBSEN HOMES »m 9�>m Am wAma am . M.T. 07-20-04 (HitXMAL MMMIN. NO 006MM& HX3111HN 110f. w,�S HHF AccHHs�t nN� ACROW T- URES 10.0 AND 10.1 omwo P.O. BOX 368 JNL SM yAMW3 ME FIt0M A WE SAFETY HARBOR FLORLOA 34695 NOW Ft>t 9M nliCfLS NO WO r DRAIN NAlfR PHONE (727) 726-1138 IVT omen ax ►M statc>i F m H1Il1LS AD-TD-0084 58 ADDENDUM 108" HIGH SIDEWALL TIE —DOWN SPACING TABLES �'�� 1 ZONE II & III f EXP.. C & Dd LONGITUDINAL TIE —DOWN SPACING TABLE (+� MK WIND ZONE I WINO ZONE IB FLOOR • iK QTY MDR ML Olt Rift WOTH EA. END DF AMU EA 00 OF MOLE (� tj EA. SECiCM WL 1 Ek 2001 YH 8 214 2 58' 3 43' 62' 1 3 45' VERTICAL: TIE -DOWN FRAME TIE -DOWN SPACING TABLE ---_- ACN MAX W ND ZONE I VM0 IONE 61 �►DTH OVERHANGOR EAVE COL AHc1oR maSPAOIG OBL� ANr710i ANQE 69. 6'-8' 3150E 49' 5-4- 3150 45' 24'-0* 6' 61-8' . 3150 49' S'=4' 3150 45' IANGITUDINAL TIE.; -DOWN SPACING TABLE MIN WND ZONE I VM ZONE 10 FLOOR UK DT! AMU WK OR Mon WIDTH EA. Do ND OI ANGLE EA END of ANCIE O vv El X= MIL O EA. SECAUI wC O 2S-4' 3 48' 4 43' 24'-0' 3 57 4 -45' VERTICAL TIE -DOWN / FRAME TIE-DOYN SPACING TABLE 1 IL MAX WHO ZONE I WIND ZONE 19 WWOTTHH OV FMG SPA= L ANQ17R M E VAM Amm ANIXE LIN 21-4' 6+ 54 3154. 47' 4'-0' 31m 43• 24W 1 6' 1 5-4' 3ml 47' 4'-0' 31501 43' lOr MAX SIDEWALL HMK WWDMNE N/Iu (110 MPH) 1 20 PSF ROOF 10 PSF 0-L REF. CALCS. ' '`ttt711lStt��P - NOUS: •+ 1:4 �r DAPIA APPROVAL: 1. SEE FULL ADOD4= FOR AWr OM REG FOADAI w >O V�`;�1F•sr,9 ^; ,, APPROVED BY 2. SEE AD-iD-M FOR MAXIM PIER REDO REWW F(R 1HE l0 '� u Dea 13,2006 TABULA.IEfl �y� s � INC. • : V F1TE G L FEMM MUW^CnM NOTE CO437ROCIION AND SIFM STANDARDS JACOBSEN HOMES "nc& 8431 rwsE�WWN M00 AM BY. R.R. DATE —28-06 REY IiTXR: P.a Box �6e a ORMIl. l -Al. AND �t'L '`�! wOF " """"Ac"'""'� ►+¢ moI wm,rs ARt FnDaDm 70 7Ni DRAYN6 IIAE 108' HGH SIDEWALL SPAONG TARB SAFETY HANCIR, FLORIDA 34695 . PHONE (?27) 726-1133 k, MI)pw n R WIP ATWM AND Aff K .a, aunwmIL AM msr I'm mmm - DRAWK 1AMBER: AO -TO— 0085 - 59 ADDENDUM TIE -DOWN SYSTEM MCAL SSE U VAIM SHO1nNC DE -DOWN SPA00. FIGURE 10.0 rVICAL CROSS SECTO II SHOWING MEDO S rlr. Itm TV. AN010t NKiE fA NFADI® Siam AHsil S I0111 Wane WTI 1ER M a � 1� FIGURE 10.1 fram.cxm - I s NNW S FOR vx" HGo11 wD+um �/RI (110 MPH) 1 20 PSF Roo► 10 PSF D.L. 1.O� i.1D-0085 FOR VAC TAKES 0; t;flC,��;•t��<'r APPROVED BY OF W101UOIAL RE-DOW REWRM Z SEE AD -*-GOBS iCII aMA1T STRIPS cj ON' 3. SEE 010 OETARS FOR BLOMK (PER) QUANTITY AND OM RECURI MM w N+j 4. SEE ALL AOODRAAM FOR ADOMIGNAL REOAAADEIUS. DeC 23,2006 s zx voposalieE r: 44• YA10 m Hwff mz �: 2r VA)0 N KW � = .. • f a6: PINC UK 3/EI�O9lBE *C. 44• *AMU HMO ZONE 3�Ek0AIRE b: 3S� MAX" ►E GMi , +A — .: •p . F, { �G1 -•., retie � �0�.6Aees S. ALL S?E UT06 AW BASED ON 2W ROOF ANQE MAIL PM 90EWALL 1EX?FL Imo• MAX • �t:P.;�A• 'Z�y ^P • Id C y1 JACOBSEN HOMES �>>t _>" •� � R.R. DATE; 11-28-06 iAiY.1�m Dono P.O. BOX 360 WAWX PFAINUM XV MWICIEN" DRAY C SILL ' F R1:S 1Q Q AND 10•� SAFETY HAAi13C,, FLORIDA 34693 St 90 MAIUMLS ABC MVKLD 10 M[ KONl�f A !lCR: RMQQ AM tosT K pRA PHONE (ZZ7) Tz6-1136 ivr m.mia no Kw JIM own AD—M—=6 60 ' ADDENDUM 1��S (108 PIDEWALL�) g � W. v� NORVAL TIE -DOWN SPAfta TABLES ��. �o_P°0 ZONE II & III/EXP. G & D �� G` O�V v LONGITUDINAL TIE -DOWN SPACING TABLE FLOOR 1OTH 0Nwo ZDNE u AND ZONE it otr E � s ire 0 or a SECXN I�ti e 12`-D` 2 53' 3 40' i3-4` 3 31' 3 46' 15-46 3 46 4 1 40' VERTIOAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE vl} - FLOG ODTH VAX EAW OVERHANG WND ZONE r wm ZME Al SPA* VAX P 'w°10R at SPA* VAPs Akoo Akan 12'-0' 6r EACH SIDE 5'-4' 72' 35' TO 4(T 54 387 45' IS-4' a EACH SLOE 5-4' 80` 35' TO 40' 5-4' 42' 45' 154 a EACH SIDE 5-4' 80` 40' 64 48' 45 0� LOWITUDINAL TIE-- DOWN SPACING TABLE ON. flk OTH ZONE 11 ft ZONE lu QTY. EA, �flON Y i,i1, B 81rEk 00 OF [A. SECQON a 9 3 44' 4 40' 3 52' 4 45' 15'-4` 4 44' 4 1 56' VIORTIGAL TIE —DOWN / FRAME TIE —DOWN OPACINU TABLET k FLOOR OOTH VAX EAVE OVERHAMc 00 ZONE r 0 zoNE el spk* �t�ER kW* VA* Vas '�* 12'-Or 6 EACH SCE 4'-0' 72b 37' 4'-0' 34" 40' TO 45' 13'-4' 6 EACH SIDE 4'-0' 72` 40' 4'-0' 3r 49 TO 45 15-4' 6? EACH SIDE 4'-0' SD' 4D' 4'-0' 42' 40' 10 4S NOTE: WHEN ANC1iOR ANGLE FROV VERTICAL CANNOT BE lT: CALM ACHIEVED. ADD APPROVED STABILIZER PLATE.«, (SEE NOTE 15 FOR HOMES SET 1N FLORIDA s%�,. "'ta COTE• 1. SEE flu FOR Amok& RE0U1RF�E1�tS A 2 TABLE BASED Ol{ ANa4DR AoR1oNG 10A0 OF 3�1501 Alp DU1G0}IAL llf t0 OAP091E BEAM A VAX EAVE OVERHANG RUM TO OVERHANG AT SCEWAtt NOT FRONt OR REAR 4. TABLES APPLY TO 144' 160'. AND 184' FLOOR 00 T�1 96 1/r 4A �-BEAY SPAOK f0Er WAMYI> 90EWN1 HDOHT Ake 6' ulv" SCE OVERHANG (6" OVLWANG VAX EACH SDE OF OOTI i Sty gE owA ARE EON S2DE*AU D1/ w i5r- EFFEGtvE VARC 2% L999MD AL EN A C.^ • j �+�° �(� f;�14•' • �;:F s ,., r o is.• :-t'. ••�• -�' _ "' •i - a „� '• , _ - , , •�'S,'•.;r�rjr,S'',j �if^�`i�EDdsi DIPIA APPROVAL APPROVED BY Mar 25,2008 ON A INC. FEOEn6L.N UFACiHRED HOME CUMSIRUGTOM AIID SAGENSTANUA0.D5 J ACOBSEN HOMED ® P.O. aox 368 SAFETY HARBOR, FLMDA PHONE (727) 726-1138 1101tOdit um SKCf cAt*S 00 tc r Aae k. T+ ectATtK Tut 'LL'�"`�a�'"` WFAC"`*` �snLM L►P gacT ►l o*� c D.V.T.iz-11-07 OAtE: REV. LETTER DRA G Tim NORM(• SPACING TABLES DR G WWM AO- TO-0087 61 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS Eflr: � L.4tfcM . . f�f. � LFNG111 (f. t/v l)+CM . . tar. 7/Y IN am MI CK SOPW t TYra PEJt sHEJR1tf11S I i T+10 Phi 9fEIAN'A[LS 1 � (.u. stwhats) f t ptL iiNAtfa1,Q 1 X[ 00 tSs mum 1101:01D — f Tr 5tE Fiam i %a Kim 1 SEE NMI 5fi flow 1 A3ff NQTEs 2 MID I Q A gi KQ'it3 2 AM I Z�, ra RCQb MOt I+f dQ to " m mmv Ms LOCATION Wil Lit -ATOM Ws LOCATION TMS LWATM FIGURE 8.0 FIGURE 8.1 THE DETAIL ABOVE IS SHOW?,[ WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL. APPUES TO All. SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES. NOTES: fRALMMUFACMD om ArPIIOYAL• t. TIE47MK f[iRAlfa r F'CSC ARLA� ii-ta0il SRUP 1fAT � LOCATED {II • • ` PROVED BY um or OIL "m Wm WK 00 imam AT 60 41020 ASOO74 TJ W M?M M M LkWA C U �Yts/ (aw MsW LaAn..........f� �1'��• (u Ao-a••m (ro-O XRAL Rom] 1W mm LTf f7taila AfblOt tkruutiwL� � � F •,:� L EB 1 A 2000 Z fK4k'Lf. A m AT Wf no cr me srC,t "L Deis � T>Q Asaw u7�� a PINC. twat � AT (AM 00 of r SIS frEcMUM ar �-tt� trot,? ht owi ,W5.1 ; 910334 3 VO SFGJ1iA IS Lc:ATW 94VC A W tt• = M NWIT Oa7 t&--MM F1Q eo DC-f� MlAn Ot +4W A$ R(QWO (OLL VfA9Lii t W%2P r4K% ALL Ums ; �o • HOME AmALLK aoaxxs. STATETRUC110NANOSAfEfYSiwYDAtIOS JRC013SEN HOMES « .:•••'`R.R. 02--01-00 i P.0• "X 394 rAW%49 a 440003a fROMOm 1 LIE 5%M( TLE�PLER . REQ. WETT NA GO& ► am 31594 m m skim" wx o vm PHONE (717) 710-113a 0r Z'll t �f 4 Cfem A4-1b-100 62 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE —SECTION TIE —DOWNS / CELLVG MAY BE FLAT OR SLOPED SIDE VIEW 11/4' X .OV TIE --DOWN STRAP CONTINUOUS ARIA ND MTS. END VIEW 350 PLF MAXM N SHEARWALL DES`GV VALUE (PEN WALL) 1 1/4• X .035• rE--:OWN STRAP CONT14UCJS ARCJSD JOISTS. NOTES- 2/7/94 L DWO A404ORS TO BE RATED FOR AN ULTIMATE LOAD OF 4715E 13150 DES01 LOAD) (SEE AB-M- 201-(TD-GFMAL ROTES) FOR NOTES ON CRDUND ANC3,404 WSTAU.ATION.) L N57ALL A PER AT EACH END OF TIE SHEARWALL JOS7S (PER 74E AMS DETAAS). 3. *0 SFEARwAIL IS LOCATED AM A = IEADER MU teagT cRoSS-YD+9FR) t.'0 TIE-OU&N STRAPS. OR PIERS ARE REMXG (N! SICARMALL COPMCURATOM ALL ZONES AND ALL DFOARE3). 4. TX-DOV" STRAP REOURRED AT EACH END OF J01515, ALL DB: PW CONFIGURATIONS. 5. CEILING SMOV64 FLAT -OPT, CATHEDRAL OR SLOPED CGJNG UAY BE USED. r. 6. FULL WIDTH SHEARWAUS ARE SHOWII IN THE DEIIAL•ASOYE. HOKVER. ANY LENGIH OR COWIGIRATION SHEARWALL MAY BE USED. JACOBSEN HOMES .THEM SPEonC r°b'X� DRAMNGS ARE OMWAR• PAWROMY, A-40 C'MNTA, P.O. BOX 36B YAIER.ALS OF JAM" „ SAFETY HARBOR, FLORIDA 34695 PFLOMII IOR S�'E M RU � a MD VAI EE PHONE (B13) 726-1138 1VT COKUKIUL AND %=I nta 00S. APPROVED BY.� If 0 OorINC. R cacs�u4� ue l �unRt .sa1" •?+! a • F-.ra. as DRASW BY: R.RDAIE. 2-6-96 DRAMINC TITLE: DBL. S/W CONFIG, TIE —DOWN ORAWNS NUueS: AO-TO-0110 63 CEIUNG WAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WAIL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) �— 1 1/4' X .035' TIE -DOWN STRAP 36' MIN. CONTINUOUS AROUND JOISTS. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. W IS A TRIPLE WIDE RAFTER, 1 APPLICABLE TO STANDARD BLE MIRE TRUSSES 1D VIEW X .OW THE-DOW14 STRAP UOUS AROUND JOISTS. NOTE - ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS N44EN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED. (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) P TO • Z�ll C? '�/ice/ 3s• NOTES: EN014EER APPROVAL: DAPIA APPROVAL - I. "NO ANDTORS TO BE RATED FER AN ULTIMATE LOAD OF 47251 (3150 DESIGT LOAD) (SEE AD-TD-OODI [TO-QMRAL NOTES) FOR NOTES ON CIiOM ANCHOR 961kUT10N.) 2. INSTALL A PER AT EACH DO Or THE SNEJVTWALL JOISTS (PER THE ABDYE DETAILS). APPROVED B T' 3. WHEN SIiCARWALL IS LOCATED ABOK A SOUO HEADER (FULL HEIGHT CROSS-MELM) NO OR P1QT5 ARE RCOIAITED (ALL SHfJIRWAu C0161OI)RATIONS. ALL ZONES 1:)John roDOALL�Ea,MAPS osWATES) 4. TIE-DOW'T STRAP REQUIRED AT EACH DO Or JOISTS, ALL DEL S/W CONFIFMATIONS rro00 C. Doe en F.E. 5. CEILING SHOWN CATHEDRAL OR SLOPED, RAT CEILING MAY BE USED. 15133 C. R. 22 � 6. FULL WIDTH 44EARMIAIEARE SHOWN THE DETAIL ABOVE, HOWEVER, ANY LENGTH OR CAt:FlGiJRA110N SHEAA MAY RWALL BEE USED. Goshen,IN 46526 p� tuuwsvrn�iwr..ns; 7. THIS DETA.'L UAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS JACOBSEN HOMES NOT�� nIESE SPECYlU1Tlu15 DRAWN BY: R.R. DATE: 4-09-96 1TEV. 1ETTER: BOX 368 AHD Druwlls ARE ORKIN— PROPRETARY, AND Cu810°iIM MAIERU.SOF JAC08SEX UNWACUMC DRAWING �' s/w cONFIc. T(E-DOWN A P. SAFETY HARBOR. FLORIDA 34695 HG S x YATUOALS IRE PROY 0 TO THE OSa meO. KCMT rOR SKCM RRPO Wsl K DRAWING NUMBER: PHONE (813) 726-1138 RPT toKIOONUL no SEa1CT nut Onm AD—TD-011) 64 PORCH ANCHORING DOUBLE HEADED 3,1 NOTES: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING X .035" TIE -DOWN STRAP JOUS AROUND STRAP BLOCKS. MNDZONE III - EXPOSURE C •.r;; 'i: (110 MPH) - ' 20 PSF ROOF 10 PSF D-L REF. CALCS " e ;vA - 1 OB ,G I - rr ENg►�}RQYAL . APPROVAL: APPROVED BY xOS AP DRAW BY: JACOBSEN HOMES THE4: SPECFICATIOIK iD ORAwNcs ARE MONAI, PRCPWETAW. AND COISMnAL DRAAIN6 71 P.O. BOX 368 MATERIALS OF JACMEN Mk"AVURW INC. 410E MATEMAIS ARE PROVM 10 R# SAFETY 14AR80R, FLORIDA 34695 REMW F(R 1PEORC NwW AND MUST BE DRAYANG N PHONE (727) 726-1138 KGn CW0DnlAI AND SP:Rly rROM GDM I 1NC. DERAL MANUFACTURED HOME )NSTRUCTK)NAND SAFETY STANDARDS M.T. 1 aA1E' 12-13-03 Irv" Imo: PORCH ANCHORING I — AD-TD-0112 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIAGONAL FRAME TIE ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REOUIRED ON THE ME -DOWN SPACING TABLES (SET_ OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) CRIMP SEAL (3150/ WORKING LOAD) is GS s 3 la. N i VER i ICAL TIE -DOWN TYPE 1, FINISH B. w GRADE i STEEL STRAPPING o 1 1/4' VADE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING VATH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS COUP NOTES: 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). JACOBSEN HOMES P.O. Box 368 SAFETY HARBOR, FLORIDA 34695 PHONE (613) 726-1138 RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CUP BY PLACING A STRAIGHT 3' L04M OF 1 1/4' X 0.035' TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE =FIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET 'QH QLLr THE RADIUS CLIP. IIIIIIIItj C. D, ENE87035 cs; ��VJI A� °'Ill"'ONAL t.,-s"' AHm WA('1cEi AND TE-DOMi MWES ARE CERTIFIED BY OTHERS NOTICE_` roiru AV, THCX 3PECf"7 W$ NO pMAN140 AK Ofr�lAl. PR��TARY. Alq CflIR1001flA1 YA1TitlALS OF ACCB?JI YANJfACRlfatllC NC. 201 YA117G1S AIR MiO m TO THE KOPD71 r(a 9E011t W9'M AM AM K C.L.Y. RZ f�OVED BY .111N 1 5 , ...��. LNG, W6ANCfOIATpiMERi mom 5-31-95 ALT. TIE-001MJ APPL. A AD-TD-0200 66 ADDENDUM I ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, IT YAY BE LENGTHM BY USING A CRUP SEAL VCH A WORKING LOAD OF 3150 POUNDS j0 DIAGONAL FRAME TIE 1 ANCHORING EQUIPMENT —II CAPABLE OF RESISTING -) THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I I SEE OTHER DETAILS FOR ANCHOR ANGLE. NOTES: 1. ANY ADDITIONAL VERTICAL TIE-DOVIN STRAPS. DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO VIEATHER 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) EJ S 9 IF NEEDED, USE VERTICAL o TIE -DOWN TYPE 1. FINISH S. W GRADE 1 STEEL STRAPPING 1 1/4" WIDE & 0.035- o IN THICKNESS. CERTIFIED BY w A REGISTERED PROFESSIONAL N ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. k� �01%%1111111!111Ir,�' ' :.pG F 1 ! DAPIA APPROVAL: No. 910334 * --0— ' = APPROVED BY STATC REVISED �CP `4' 1 CV23M 11 N C JACOBSEN HOMES THESE sncinunORS'" o VA S ARE CRIONAL PROPRIETARY. AND CdtiMIW. P.O. BOX 368 MATERIALS OF JACOBSEN Y.VA1fACTT"C SAFETY HARBOR. FLORIDA 34695 RE A T MASP� "J ZPROAPOIDED To THE R[(S`QiT fCR SoEC:1C RIRPOSS APO WSl I4T PHONE (813) 726-1138 XVT C010'DENIUL ko Sr= BON DTND'.i resew U&V Acnf" HOWf7dlSi" INANOwnyAw"" DATE- REV. LETTER R.R. 10-05-96 ALT. TIE -DOWN APP, . AO-TD-0210 67 .ADDENDUM COLUMN TIE -DOWN APPLICATION 'A' COLUMN 'B'� �COLUMN SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B' COLUMN V COLUMN b' SEE TABLE FOR MAAMUI SPAN FOR COLLRNS'C' SEE TABLE FOR SPAN COL. 'E' SEE TABLE FOR MAX SPAN FOR COL 'O' COLUMN 'E' COLUMN 'P COLLMI 'G' _ - / _ _ SEE TABLE FOR MANUUM SPAN'FOR COLUMN T' TYPE OF ANCHORM MAXIMUM AUDWABLE SPAN REOb (SEE AD-TO-0251, COLUMNS 'A', 'C, '0' OR 'E' COLUMNS 'B, OR 'O' COLUMN i' AD-TD-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-TD-0253) SEE NOTE 1 EXP. 'C' EXP, b' EXP. 'C' EXP. b' EXP. 'C' EXP. b' EXP. 'C' EXP. b' M. 'C EXP. '0' EXP. 'C' Ems. '0' 2 - 31501 ANCHORS 43'-0' 29'-6' 33'-9' 2J'-r 43'-0' 29'-6' 33'-9' 23'-7' 43'-0' 29'-6' 33'-9' 23'-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' W-10' 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' 10' 1P-10' ANCHOR - 40001 NIR 27-3' 18'-9' 21'-5' IS'-0' 2r-3' 16'-9' 2P-5' W-0' 27-3' 18'-9' L21'-S' IS'-0' NOTES: ENGHEER APPROVAL: DAPIA APPROVAL' 1- SEE APPROVED 8Y� AD-TD-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. JU'I 1 5 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. John C. Doeden, P.E; •• ,�� INC 15133 C. R. 22 W-~ot* °'""T" %mm Goshen, IN 46526 JACOBSEN HOMES THESE SPEOnIS1� AM oRAwN er.. C.L.Y. DAtE. 5-31-95 v P.O.BOX us DUNNOS ARC OIEQNAL. PROPR[TART. AM cWZUTM M"IA'S W 1°"OMOM Y1/XACXfM ORAINNO TIRE COL TIE —DOWN APPL. \/ .O. SAFETY HARBOR FLORIDA 34695 PR01 MA MC 9Ma ITRNLS ARC QD TO TN[ NEOPM TOR 9°ECT1C RAVES MC HUST l[ LXtAMANG NUMBER PHONE (813) 726-1138 WT mlmn k AM I= M OTOM AD- TD-0250 68 ADDENDUM COLUMN TIE- DO.WN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 111 ► IN. 0 ANGLE SHOWN. —1 T I — l i—I 35 ANGLE MOORS INSTAM 24' APART COLUMN STRAPS SEPERATE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LINE GF MM71—WIDE ATTACHED ANCHORS VERTICAL TIE —DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. 35, ANGLE TO TWO (3150# EA.) P N0. o ENt8703571 '• AFF =... ED 13YA, �il.�R+1 1 5 INC Ni No sA�eTr r;IAICIe� JACOBSEN HOMES NOTICE: DESE sPtpnunolls BY C.L.Y. DATE 5-31-95 RLV' LLTFM P.D. Box 36a „wo aurllls ARE CROIIAL PRCWaCTAn AND CWMYK VATERIAIS OF JACOM WNUACT"G A„ DRAIMNG TITLE: COL. TIE —DO AP L. SAFETY HARBOR. FLORIDA 34695 We SO WAXTOLS ARE PRW= TO DE JECF00 rO 7Tlf7G P"M *0 NISI K ORAWWG NUu9ER PHONE (813) 726-1138 IVT CCKCO U MO SEQET rape OTrM AD—TO-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LNE OF MLA.11-WDE FLOOR I FLOOR ""^'- VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4- WADE & 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WATH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR QUIPMENT ANCHORING EQUIPMENT________ STRAPPING. FLAT STEEL- AND SEALS. CAPABLE OF RESISTING O THE WORKING LOAD O OF 3150 / MIN. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH,Q,R,,..(3150#) NOTES- 1. ALL ANCHORING EQUIPMENT SUPPLIED ;` �� Q`` No. Fo = PROVED BYE BY AND INSTALLED BY OTHERS- ON SITE. NE8� 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING C 1 S SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— JUN ATION. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS INC3. 6 �j �',�'��►Q1'•:\��` �arr,twoW[li WHERE THE ANCHORING SYSTEM REQUIRES THE USE '�, �''" OF EXTERNAL STRAPS OR CABLES. f • • •"' yU NAI JACOBSEN HOMES NOTIC>: um s��1od Ab mAma BY.C.L.Y. DALE 5-25-95 REv LET10C DRAWWNG TIRE. COL TIE —DOWN APPI. amokAL PII r [M. Alb OpiWTK aTD1fAI3 OF xcoesot MwuoAtlm - �/ P.O. BOX 30 SAFETY HARBOR. FLORIDA 34695 NG RM YARIMS AK IAOWOED TO TI[ KOW AN VECM PJPW NO Ybi K DRAWING NUYBM AD— TD-0252 PHONE (813) 726-1138 KK CO WVA UG %On ntN OIKK 70 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 i MIN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. F MARRIAGE LINE OF MUUI-WIDE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B, GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIR STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHOR (4000#) nAiA APPROVAL: PROVED BYA.- _,9�mft. 0 1 519� ININ II C rtwwr,Ms.elul®�at caale,clarwsNmrv+ouss NOTICE JACOBSEN HOMES �AI� „+M S MVATM AM aUW= ARE C.LY. 5-25-95 OamlK. PROPRIETW AM Ca810Ex1Ul DRATWNG TITIE P.O. BOX 368 � VA TT COI. TIE -DOWN APPI. THE SAFETY HARBOR. FLORIDA 34695 KCP04 "N SKCfIC aJNZ 00 11151 x DRAI9WG NUMBER:I m AD—TO-0253 PHONE (813) 726-1138 I�P4 CLNMIK Ate sm FRU ardn 71 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUMN g SEE TABLE FOR MIUOYUM SPAN FOR COLUMNS 'A' OR 8' I 'C' COLUMN b' /COLUMN APPROVED BY SEE TABLE FOR NAl0MUi1 SPAR FOR SEE TAKE FOR SPAN COL 'E' SEE TABLE FOR MAX SPIN FOR Wm- FEf1j"ROMAE RUCTIONANDSAFETY STAVAROS MAR 0 3 1999 '� �' CawN /cau►a — /cau►N — SEE TABLE FOR MA)OMIAE SPAN FOR COLUMN i _I MAXIMUM AUDWABLE SPAN TYPE OF ANCHORING REID (SEE AD-TD-025t. COLUMNS W. V. b OR'r CmumNS's' OR 'C OOU6fi >F' AD-TD-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-10'=3) SEE NOTE 1 EXP. 'C' EW. b' EXP. � Ems. b' EXP. V EXP. b' E7F. V EXP. b' t7IP 'C' EW. b' W. V EW. b' 2 - 31501 ANCHORS 314 25'-6' 29'4 26- C 37'-4' 25'-6' 29'-4' 20'-4' 37 -4' 25'-6' 29'-4' 20'-C 1 — 31501 MOM 19-v If-10' 14'-7' 10'-3' 18'-6' 17-10 14'-i 10'-3' 18'-6' 12'-10' 14'-7' 10"-3' 1 - 400DI ANCNOR 23'-C 16'-4' IEr-7' 13'-0' 23'-Ir 16'-4' 18'-7' 13'-0' 23'-8' 16'-4' 18'-7' 13'-0' .REF. CALCS. c %✓ 93. � pipNOTES• DAM APPMAW O S 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253eNO• �'•. Q AppRp�p BY FOR SPECIFIC INFO. ON ANCHORS. 910334 •: 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. = STATE OF INCt JACOBSEN HOMES TIimSPcCM� &aal�xsAraE IRA MT DAM 2-9-99 REV•IETnR AND COFEENIAL AU _ WWG TITLE. P.O. BOX 368 LN MAZE w W- S" MAWMS AK FRO%= TO W 184 WOE COL. TIE —DOWN APPL. DRAW KAMM AD-TD-0254 SAFELY HARBOR, fLORIDA 34695 PHONE (727) 726-1138 AEOW MR SFcanC Pims me pm K OUT mamm µo mm TWO com 72 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' URGE OPEHMG 24' SEE HONE 1 JIMYMV 16Jlllk4. NIL-W� ,jinmj w% M1/M BRACKETS (SEE TE-DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR IIAX LIM SPACING ALLOWED). ALSO SEE NOTE 3 STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2'4 (241 FROM EACH END OF THE UNIT. NOTES: 1. LARGE OPENING = ANY OPENING WIDER THAN MAX DE -DOWN SPACING ALLOYhD. 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING; SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM DE -DON SPACING REQUIRED ON THE APPROPRIATE VTRTICAL/FRAME T&DOWN SPACING TABLES (SEE OTHER DETAILS). 3. INSTALL FRAME DES AT ALL VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-M-DOOI FOR ADDITIONAL REWIREYENTS. %%IIII i ILI)o ',' C. �OF VSTE,o'�� ENE8703571 rN ofill I� N'o" MOOR BRACKET AND TIE-DOBN DEVICES ARE CERTIFIM BY OTHERS JACOBSEN HOMES Tiff$ SiOMArliOTICE IWOH:' AWND DaArNLs ARE CR OXA4 PRCPRhiAR,. AND CUMENTOL \% P.O. box 368 MATMALS OF JACOM YANXACTJWG SAFETY HARBOR, FLORIDA 34695 Rt�E EGR rxwLs � No WS1 K PHONE (813) 726-1138 APT cLMUDIRA NO $=l ER6E orrm DAPIA BY ! :«u.ESNa+e �c =r vcu: [n nua�w C.L.Y. DATE: 5-31--95 REV: VTWY' n?. SINGLE WIDE T/D A 73 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 14' LARGE OPENING 24' n n n� COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48'IN 'MOWN. IMM-WADE FLOOR SIM SEPERATED FOR CLARITY v- u L24 24' STANDARD VERTICAL. TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TE-DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAJaIIM SPACING ALLOWiED). ALSO SEE NOTE I STANDARD VERTICAL TIE -DOWN STRAPS OR ANONOR BRACKETS TO BE 16TM M A MAXIMUM OF f-0' (24') FROM EACH END OF GTE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL °11 ALL TIE -DOWN STAS SHOWN IN THIS DETAIL '�� r1 C DOF'�''�,, NOTES: •.•/L'�' DAPIA APPROVAL ` 0. O t. LARGE OPENING =ANY OPENING WIDER THAN hLA)C TIE -DOWN SPACING ALLOWED. NE8703571 _ OVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI• SO LONG AS, THE AVM49 SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE Tt OF �� MAXIMUM TIE -DOWN SPACING REOMED ON THE APPROPRIATE VERTICAL/FRAME 6 5 1935 TE-DOWN SPACING TABLES (SEE OTHER DETAILS). • '�' •'• /N (•a��`` 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. '',p/p .. A • �NG� ��•�� ( � 4. SEE AD-TD-oo0t FAR ADDITIONAL REOtAfREMENTS �4 NAl A,+d(dae�ruW�T1Ta1J TE-ooWN DCiACES ARE CERT:IEO BY OTHERS Notice DRAWN BY' DATE REV. LETTCR JACOBS EN HOMES XSE SKQr"T*RS AND DUUMM AM C.L.Y. 6-1-95 CMCMAL. PROFWARY. Ml) COW'IDf) M ORA" mnr-. A P.O. BOX 368 AmTiq "o TYP. MULTI —WIDE T/D SAFETY HARBOR. FLORIDA 34695 KOPID0 rCR SpM RAPIM CID W BE DRAWING NUMBER: PHONE (813) 726-1138 loy COWMInt no MOTT rmw own AD—TD-0310 74 ZONE I TIE —DOWNS MARRIAGE WALL I OPENING TIE —DOWN I (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL — 'A' _ OTHER LOCATIONS.) - FRAME TIE —DOWN SEE DETAIL — V SINGLE WIDE TIE -DOWN DOUBLE WIDE TIE -DOWN NOTE' NOTE: MARRIAGE WALL C SECTION SIMILAR TO I OPENING TIE -DOWN 1 A & 8 SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS WIDE TIE -DOWN FRAME TIE —DOWN ONLY. OPTIONAL AT I OTHERSEE DETAIL — 'A' LOCATIONS.) SEE DETAIL — 'El' L TRIPLE WIDE TIE -DOWN TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND' WITH STRAP BUCXLE TH 2O25f ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) CAPACITY MNIMWI ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (3 iso LBS. MAMMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' 40' - 60' TYPICAL TIE -DOWN STRAP (1 1/4' X .DV MINIMUM 2INK COATED STEEL STRAP, OR EQUAL WITH SIS04 CAPACITY MINIMUM) K 1.19 Q72S m UL.TNr►&T-V LOA.0 cgrACTT`j PULL DOWN TIGHT TO J GROUND ANCHOR DETAIL 'A' NOTES: 1. SEE DETAIL 'B' PAGE 4 ROR MARRIAGE WALL OPENINGS GREATER THAN 49 INCHES. & V P To 'Ir-I BvT 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 RDR a ANCHOR AND TIE -DOWN PLACEMENT. 3. SEE DETAIL 'A' PAGE IOR TYPICAL I -BEAM PIER CONSTRUCTION. I oe� fir. 't1F1�• K�.CO$S�S4 e. s STATE: OF " C O R7,0t.' oo•. v•• APPROVED BY DEt 2 NOTIC& ' BY: DATE: REV ER N� LETT JACOBSEN HOMES ME SKaFICA,AM DRAUNQ AM RR i0-3i-95 OMONAL. PROMETARY, ARC COW mmIm DRAWWG 1ITIE: CO?SEN P.O. BOX 368 ®® UAIMAU OF JANAWACIMNC 6, W- SXa UAIEWLS ARE PROYM TO THE 2D�E I TIE -DOWNS SAFETY HARBOR, 8 695 T RG DRAINING NUue1 HON(SQ)7226-11WT�Mnk A MFWJ o� AD-Zi -0001 75 76 ZONE I TIE -DOWN PLACEMENT TYPICAL I -BEAM TIE-DOHN MAIN FRAME 1-BEAM - -SEE NOTE j1� - MAIN FRAME I -BEAM I�N SPINSPSPaCENTER I ACING _ I - CENTER _ I _ A G NI CENTER NG I I DOUBLE WIDE TIE —DOWN PLACEMENT , END CENTER CENTER CENTER CENTER CENTER END TYPICAL I -BEAM TIE-DOYiN MAIN FRAME I -BEAM SEE NOTE �11 SEE NOTE �1—f — MAIN FRAME I -BEAM MAIN FRAME I -BEAM END CENTER CENTER END SPACING SPACING SPACING JJA.GI 0• I CIO NOTES: EN(7NEER,VL'OOdu:O� . DATiA APPROVAL: �� lUi L% • SEE DETAIL V PAGE 4 FOR BLOCKING AND ANCHORING OF ��: �T :�%'��„ APPROVED BY • w MARRIAGE WALL OPENINGS HIDER THAN 49 INCHES. No.0045494lo'o STATrz ®F N 14 • rTaWt^+�aa�as 1D: •°°�� b�� cor.1Rucnw�aum JACOBSEN HOMES Tax wEanCADWS W DRAMM AREB �©� RR DATE 10-31-95 REV LETTER: a DRIaT� s ROPKTOF AR r tnrL DRAMNG TITLE P.O, BOX 368 M WOWS ARE PROM= TO THE TIE—DQVdN PLACEMENT we SAFETY HARBOR, FLORIDA 34695 R£oraM FOR SpC= S No um a ORAVdNG NUMBER PHONE (813) 726-1138 IVT CWWWL 00 SEav n= owm AD—Zi-0020 77 ZONE I INSTALLATIONS t. FOR HOMES LOCATED IN ZONE 1, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM. BY a [V. FE8 0 1 2000 INC. JACOBSEN HOMES mK t�P(t>f1CAmo me oAAwm �`""" °r M.T. YAit: 2_I-00 IC "._ P.O. 36a AMC � � 7%;". , Awo ca�oEwwi YA4lR1Alf � JN:a9t111 YAWfAG1URMC ORAV" 717M ZONE I INST. A SAFETY H SCBFLORIDA 34695 R W_ V" 11AWAK MY= 10 C Kwm ttA v= A o rat R , ORAWOC t�11WM E (72i PHONE (727) 726-113a lot cvwcoma as WCKI mm allm - AD- ZI-0100 78 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT � I \ DORMER I \ m TRIPLE WIDE I I OR QUAD WIDE I I SECTION(S) I l7t a MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (RETER ALSO TO SIOEWALL TIE -DOWNS MAXIMUM HEXNT} 70HE 2 7m EXPOSURE 'C' w 56. EXPOSURE 'D' 39' 46- LONCITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAU THUS END, EXCEPT FOR ZONE 3 EXP. 'D' THEN 2 REQUIRED EA HALF (IL Ol-E EA. BEAU, ETC-) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MAIN UNIT. VERTIGV. TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE WIDE CONNECTION REOURREUENTS. 24' MAXUIUM SPAONG TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SAME AS TYP. DOJ8LE WADE TIE -DOWN REOUIREMENTS). 2 LONOTUOINAL TIES REQUIRED AT EACH HALF INS 00 ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.) ```,��\1ti1111111111A1A''i NOTES: EH u JtOV �i, DAPIA APPROVAL O • G\ Ste.9 c� 2 " ROV I. FOR QUAD SECTIONS, EACH bOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED � Q` NO. ED BYP ,,- � �•• PP INDEPENDENT OF THE 01N0 STRUCTURE. (IF- SHEARWALLS, TIE-DO%S, RIDGE- EN O3S7 - BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) - — - .111N 1 5 19�5 s a y�..��:' INC '�."Fs,' .. .. �(� ``�. c7aau,uNNosnmsurovuo LLLM JACOBSEN HOMES THESE SPEDIXATIO1S'AID DRAWIGS ARE " TM BY` ' C.L.Y. °A IU 5-16-95 "' " MORAL PRWRVARY, AND COHf101)ITIAL DRAWING MATTITLE:- ERIALS' OF JAC08SEXV MA "ACIUBNC P.O. BOX 368 INC. SM WEMA.f ARE PRAM TD THE ADDENDUM -INT. UNITS SAFETY HARBOR, FLORIDA 34695 RL(HNf rCR SPEDIY: RIRP O AND JAM BE DRAMNG NUMBER PHONE (813) 726-Hi38 WT WrWrIAL NO SEOV rRal OrM QUADADDI 79 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR QUAD U1NI1S IS DE SANE AS FOR TIE MAIN UNIT (REFER TO SET-UP Dona 30 GA. GALV. STEEL STRIP INSTALLED OYU MATING LINE JOINT (SEE PLAN MEW BELOW) ROOF PERIMETER RAL -' OR ROM BEAM CROSS-SECTION 30 GA. GALV. STEEL STRIP 8' X LENGTH OF ROOF JSECTIONS MAYBE OVERLAPPED 2 MIN.) W/STAPL5 AS SHONlL INSTALL ROOF CAP PER SET- UP MAW. OVER GALY. STRIP. (SEE NOTE 1) 3/8' X 5' LAG SCREWS 18 O.0 (ZONES 2 & 3) STAGGERED �— 30 GA. GALV. SM STRIP SEa= WLTH 7/16• X 16 GA. STAPLES FULL PENI:IRATION INTO DECKING 2 " O.0 MAX SPAONG (TV.) tltetlllll/I NOTES ENp``w, DO� I��' OARA APPROVAL 1. 30 GA. GALV. STRIPS USED MAY BE WND DEFLECTORS ` �O'Q�G, No RFo '�` r aY REMOVED FROM ROOF IN ORIGINAL CONDITION (EILCEv1 FOR STAPLE NaEs1 _ r ENE8703571 J1 1 5 10 STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2 SNINGLES IN THE DORMER AREA a' THE MAN UNIBE SLOPPED LOOSE AND INSTALLED ON 97E AFTER T MAY ;•� 2 INC, i THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY %�,�'•,•��.``a�jypyAw 7RAN91 DAMAGE AND TO ENSURE 1HE SHINGLES UtE-UP , E�,•:�DI Ot ..•G�� .` FROM ONE SECTION TO THE NEXT. •��,�' �f'/O • • • �N ``�� Ail N0110E IIII OW4 DATE REV. LETTER: JACOBSEN HOMES TI[SE sPEClltcfi,m uo cm -a Aw C.L.Y. 5-16-95 rTTm_no1NWAL PII KTAR1. AND CON COM DRAWING TIRE G\I P.O. Box 368 MA1TTW OF xoOM U NRACBFOMG ALT. ROOF ASSEMBLY NG SI01 MAmwa AAF ►1towuD TO TIC SAFEPHHARBOR. 813) 726-113a T 001 as � 100 nA= os CRAYON: NUMBER QUA'1DAUD2 80 jAqOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8