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Set-Up Manual Addendum; Jacobsen Homes
SET-UP MANUAL ADDENDUM JA OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. ,� Wr ' RED/-12/20 ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C- contact the Department of Motor Vehicles 850-413-7600 1 NOTES: ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN i PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND / DUCT SUPPLY OR RETURN OOIJNG SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/110UR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT. THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. BY ' ,>urr 1 5 ;Ices INC JACOBSEN HOMES THESE SF+EonGt10t1NOTICE DRAWN BY: DATE REV. LETTER: 5 AND oRAMIHGS ARE C.L.Y. 5-30-95 OICdNA4 PROPRIETARY, -m CHi O10 "AL DRAWING TITLE: YATEAfAIS OF 4WMSEN lik"ACAMC P.O. BOX 368 W- Sua YATERLU ARE PRomm ToTHE EXTERIOR A/C DUCT SAFETY HARBOR. FLORIDA 34695 KCPEHT MR SPM PJWM AHD MUST BE DRAM NG HUYBEit PHONE (013) 726-1138 IVT CO IDGIT61L AM SECRET ► W OTHOM AD—AC-0001 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 VALL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISr.,cNTI'dUE 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) JACOBSEN HOMES T-SE�t��"AWDRAMM3AK aeatx. rRprR[TARY. AND aoKTa MfL „ P.O. BOX 368 MAIDWS Of ,MCOWN MA"AMWO SAFETY HARBOR. FLORIDA 34695 IKWM rOgrpx AK M yea► K PHONE (813) 726-1138 P yr cXNmrA No toms nem cum APPROVED BY IN14mm INC. sm C.L.Y. I - 9-28-95 W.H. VENT. -SYS. B AD-AC-0100 3 ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.131' X 1 1 /2' MIN. 3/8' X 3 1 /2- MIN. LAG INSTALLED SEE NAILS OR 7/16' X 16 GA.. CHART FOR MAXIMUM SPACING, STAGGERED STAPLES PER TABLEFROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE- DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 0.016' X 1 1/2' MIN. STEEL STRAP 0 48' O.C. MAX. SPACING 1 4' TO 3 4' GAP WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW. WSTALL WOOD SHN AT ALL LAG FOR GAPS IN FLOOR SYSUMS FOR LAG SCREW TO TO THROUGH TO KEEP CONNECTION NDS01 TO I/f, INCREASE LAG LENGTH 1' THROUGH ENO AND FOR GAPS TO 3/4'.INCREASE (ALL ZONES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2) (ALL EF06URLS) 30 GA. STRAP FAST= M/ MHM I11111FR OF FA51E W REQU 0 WA 2DNE p 31e X 3 1/2' LAG MEN YAnM,Atf SPAM 7/1i' X IS GA. STAPLES NAXM SPAGM we ZONE Dpwi iE a131' x 1 1/r NAILS 7Ar X 16 GL STAP1M if' at 2 Ile at Y: 3 S 2 2 b• 17' OA 1 7/!r aG b' 1 7 •� 1!r' ac, 2' at 4 7 3 3 b• Ir at 1 I/f aG. b• S i e FNGIEFR APPROVAL• DAM NIMAL• NOTE& APPROVED BY 1. 1' Yf1 PDElRAl1011 6 RfOUIiED ON STAPLES FOR IM a01i' S1RIW. 2. WOO SW TO 8E WM FROM SPF p WFL OR BE= Revised Hay 24 , 2006 r ir X 4' X GAP 101H WL 311 z3 .06N (�'OSH I' C OR PL.YM MAYBEUSED IF RiMM EQUALS GAP WTH-4' X C NK 3Vr.) n C. [69den, Pl. ` . 3. 10r NAXM SDETAL. NENi R. ,`�� EngitT��ring, ^!no _ `COMiM 01411 TWO1011 AND LI ETY SIMDYIDS 4. SEE OM DETW FOR SMW FLOORS FOR AAI WLVAT10K JACOBSEN HOMES NOSIC7+ . VU111CA>a><NO WA-M OWWA. mmum. AM ung"aft MATH BY. M.T. OA1G 05-22-06 REv. lull C DRAMNG nTtE BOX 36a P.O.HARBOR. wm�s a�'"°°'� YNUfACTl1b16 M/W FLOOR FASTENING rov r FLORIDA 34895 rm SAFETY PHONE (813) 726-1138 .1c FA l" WAMIKS NL W 10 x KMW FM VOW NOW NO M61 t Teri 00aomIL Me via" 0"m DRAWC NIOM AD-FA-0001 RDOR JOi57 (TVP.) FLOOR JOIST (TTP.) MULTI -WIDE UNIT FLOOR FASTENING OFFSET STRAPPING BETWEEN FLOOR SECTIONS 1 112" MAXIMUM OFFSET OFFSET LARGER THAN 1 112" (VIEWED FROM BOTTOM OF FLOOR) (VIEWED FROM BOTTOM OF FLOOR) r< SiEil SCRAP RSTMB PER AD-FA-M !c SlIn SCRAP iIMAM PER AD-FA-M 2x BLOCK SIZE AND OEM AS JOIST) x It LOR FASTENED TO JOtsT idles MR (10) 0.131' x 3' N" ATTACH STRAP TO TIIF BOTTOM OF TM !SACK. MAR SPA= PER 04A-M W JOIST (TYP.) FLOOR JOIST (TYP.) 2x Bl= (SAME SIZE AID OR N AS WO ITO .IO1m 1 um L (LOH10) 0.1u 31- x I I 3' WAS ATTACH STRAP TO THE BOTTDH OF 10 BLOCK, STEEL S1RAP IWALUD PER AD4A-0001 ISOMETRIC VIEW USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS FROM ONE SECTION IS MISALIGNED WITH THE JOISTS FROM THE OPPOSITE SECTION. NOTES: 1. RM TO AD-FA-Ml FOR OTHER SECnCATIONS FLOOR JOIST (TTP.) MAR. SPACBTO PER AD4A-M TOP OF J FLOOR JOIST (T1fl1?) 7s12(%DTH OF BA4 BLOCK FLUSH TO WOTTDR OF U ,b1 M FATTEN TO JOIST WTH MN 0.131' It 3+ HAIS OR 11K (0 p x 3' WCO SCREWS TOED. ATTACH STRAP 70 THE BOTTOM OF THIS BLOCK FA5IET= E FOR MH SIDE OF THE BLOCK ()4 FOR TOTAL} OF JOIST JOIST (TIP.) 2dXNDTH OF BAT) ROCK RUSH TO SOTO OF RR JpS15. FASIFN TO JOIST Will MIT 7) 0.131' x 3'NAUORWL(5)18x3' NOOD SCREWS 70. ATTACH STRAP TO THE BOTTOM OF THIS MCK, FASiEIN IS FOR EACH ME OF THE BLOCK (xz FOR TOTAI). STEEL STRAP RSTMO PER 04A-M ISOMETRIC VIEW NNDZONE III EXPOSURE D 2D PSF ROOF 10 PSF D.L. Rom' "LCS'' CALC. # 1 NOV 11, 2019 \�\\llu�nuulqurniii. P.E. 1 "O �i/4/ DAPIA APPROVAL., �' 4• No. �• s. PE10;&34 i = LJ.I STATE OF ' w o NOV 1 2019 a �'fiF • �NOIANA•'��� �c CL C ��NAL �\��CL Federal Manufactu�sd Z m /th11H7t IIIIit11111 Home CM�tion v vYYI « n i i A And Safely 51sndDs+ds IVOTICEa JACOBSEN H13MES THESE61-MMM'"0400DRAWOM ARE 0m=At. PROPRIETARY. mDOONROEmm P.O. BOX 368 MATERMS OF JACOBSEN MANUFACTUMO SAFETY HARBOR,fLORIDA34695 WC. BUCHMA79MAtSARE PROVMTOTHE RWMW fWSPLC= PURPOSES AND N01T BE PHONE(B13)726-1135 KEP[CONFOEMANDSECRETERONOTHERS. 5 C. YOUNG 10-al-2019 tAwm ME R OFFSET STRAPPING / FLOOR SECTIONS MAN0 HUMBEFU AD.FA-0001.1 AD-FA-0001.1 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 HaTm.. 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS.. .131- X 3 1/2- MIN. NAILS B' O.C. MAX. SPACING. STAGGERED FROM SIX TO SIDE (TOE -NAILED). MARRIAGE LINE ®6 John C. Cweden, P.E. 1<2 Enanwerft. tra APPROVED BY Revised A1by 24,2006 . iN ���.. �eoe� rwr�o sort onmaam as srtn "am" s 1 JACOBSEN HOMES C C ADDENDUM MULTI —WIDE ROOF FASTENING 30 'GA. GALV." STEEL STRIP—� SECURED Y117H 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART CN AD-FA-0001 MA)L SPACING). -LAG SCREW SET BACKS FOR TRIPLE WIDES FOR DOUBLE W MD \ TRIPLE WIDE ROOF LINE INSTALL LAG SCREWS I I AT A 45' ANGIE STAGGER» ROOF PERIMETER RAL- K OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE /4) CROSS—SEC11ON NDS01 (ALL ZONES) (ALL EXPOSURES) l� t, CENTER LINE OR MATING LINE OF TRIPLE IMOE UNITS — 30 GA. GALV. STEEL STRIP -8' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOO. INSTALL ROOF CAP PER SET- UP MM. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WND DEFLECTORS REMOVED FROM ROOF IN OWNAL CONDITION, EXCEPT FOR STAPLE NOTES.) PLAN VI — 3/8' X S' LAG SCREWS *.AG SCREW31 RACKS (2 1/4- SMOOTH SHANK) FOR DOUBLE WIDES SEE CHART MU SPACING r— FOR TRIPLE WOES FOR MAXIMUM SPACING s / 2 3 4' 1 4' TO 3 4- GAP f FOR GAPS IN ROOF SYSTEMS -� ` INSTALL WOOD SHIM AT ALL LAG TO 1/2'. INCREASE LAG LENGTH 1- LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION LAG LENGTH 1 1/2-. T1GHT. (SEE NOTE 2) REF CALC. PG. CROSS—SECTION (W GAP) C WA- 91.01- 91.07 NOTES:. 06C0M APPROVAL, DARA APPROVAL' L 2 t1r WL KWM110N 11110 FEC WK NOW IS RC U U FOR LW SCI MS 2 WOW sits TO K R IPM Fl= SPF J3 MR OR BET1FJt APPROVED BY SrXrXW W01HMRSti� Revised t� OR PLYIA000 MAY K USED f THIOORESS EQUALS WP 110* 4' X C MIX 5fff)nobn M4,200ti4. I S T 0 101 OETALS FOR MMPI RHC ROOF NNI EVICKON n• P � I INC.V C M#M KTALIM A TAB SfAE1M KM A Ma KA W-OR11.�A 3/Ei aE#J JCi K2 1=nt kmerh tq. Inc HOIRN. MAMUF•RUR[D NOMI HU 11ROM ft FlRRS'1 RM OW SE06-M A 1/4• HOLE 1 OGH THE CONSTRUCTION AND SAFETY STANDARDS WCfI" RM KAM FIN 1FRFa1RD RMlft OF LX SX 1F1 M DNS. ARE FOR 31V tA1C 3 " F S *L% I toe MANUM SEEWL NOW. JACOBSEN HOMES imm s��� me WAM.T. °�'� 0s-22—os REV.1E1'� DRAYM 11T1E M/W ROOF FASTENING r17111111171MMAL P.a Box Sae PMQ ZAW ATo mnoonui 11°R"SOrA1'0°�MAXATMO C SAFTEI Y HARBOR. FLORIDA 34695 W. SUc1 UA1mwS AK PFVW= 19 DE KLpm — sa�6lk FIR WD NO MW ME DRAT" �� PHONE (813) .728-1135 1VT mwt rmema No =0 Fmmm AD-FA-0020 7 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MIN. f OVERLAP AT SEAM) WITH 0 X 7/16• HEAD X Y FULLY THREADED SCREW CENTER OR MATING LINE AT EVERY RIB (AND ON BOTH SIDES OF RIB WRHIN END ZONE) ,• I I I I I 7/16" HEAD �� RILL X Y tUJ RIDGE CAP --i' I FFLL�Y TTHHREADED SCREW NORE THAN 12" O.G) �l I ui B I ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ® c> ENTIRE LENGTH OF ROOF !o� a a , t METAL ROOF PANELS STOP B APP. '3° FROM CENTER LINE � I � , Ref: .EX-13-0051 and 30 a GALV. STEEL sRIP SE°F�� ST°)AD-FA-0020 xaO 7 NDS01 FIAT PENETRATION INTO DECKING (ALL 201ES) (SEE CHART ON AD-FA-M MAX SPACING) (ALL ) I�Oi S:DiMM emu: u" tPPavu: . SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SEC71ONS APPROVED BY L STANDARD 7 f V O.S.B. (24/16 INDEX) ROOF SHEA7HING. S. METAL PANELS ARE 29 GA. MIN. STtgt. WITH 9. O.C. RIBS. � � � Sep 10,2008 I. S HAVE A NEOPRENE WASHER FOR WEATHER PROOFING ` TO HELP AVID OVER DRIVING. IF SCREWY IS OVER DRIVENFEDERAL gE Il a NAWFACTU,ED RotZE CONS RUCTION AND SAFER' STANDARDS ANOTHER SCREWY MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN YS) JACOBSEN HOMD, S D.M.T. In LEM 25-08 may'k. MUM m �.06 s0x T METAL ROOF MIDGE. CAP -- (mma PHNE �61s) 728-1i1A30 AD—FA—Q021 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 1 z MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORSAf PROVED BY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). .(USN 1 5 19� rT,�R INC VtiA NOTICE IRA*" BY: DATE: FV. LETTER: JACOBS EN HOMES THESE SPEWCATIONS AND DRAWNGS ARE c.t.Y. 6-5-95 MirDCOR WIAL. PROPRK MY, AHO COWO + K DRAW; IRL P.O. BOX 368 11AMaALS CF MtOMR uWAGT MIC M1W ROOF SEALING SAFETY HARBOR. FLORIDA 34695 ow FR i Ago um BEDRAMING NJUBM PHONE (813) 726-1138 IVT 0WWnk AM 7aV ERGO OTrM AD—FA-0025 9 ADDENDUM hfUI,TI-WIDE ROOF SEALING/CLOSE-VP 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 UNDERLAYMENT MULTI —WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) BY I JAY 1 5 05 INC. Nd�A� JACOBSEN HOMES iMLg sPeonunUxsmD aunwcs ARE C.L.Y. 6-5-95 emoNN. PRwKTARY. AID OI WWMIL DRAWING 71M P.O. BOX 368 UMMALS OF 4COM VAIMACAIR1114 M1W ROOF SEALING SAFETY HARBOR, FLORIDA 34695 Kcp[wi rot �VWX RMIN110 NO WSi U DRAMHG HUUKk k m PHONE (813) 726-1I38 W1 co wnk no solo I= Dears AD—FA-0026 I 10 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. INSTAL 1.AnoM I. REHOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2 INSPECT -1 E MAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS BEEN INSTALLED (US FLASHM MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH), 3. LOCATE THE HEARTH EXTENSICN (SHIPPED LOOM IN THE HOVE) AND INSTALL FOLLOLHNG THESE STEPS A. UARILLLY PLACE THE HEARTH EXTENStDN IN THE PROPER LOCATION W FRONT OF THE FIREPLACE ASSE18 Y. B. SECURE THE HEARTH DMN90N 10 THE FLOOR W/ 4 181 2' WOW SCREWS. C. FILL THE AREA BETIMMI THE FACE OF THE FIREPLACE AND THE HEARTH DM90N TBTH A NON-COYBUSTABLE CAWONG OR YCRTAR. D. OR FOLLOW THE HEARTH UNWACTURERS NNSTRUC110NS FOR INSTALLATION. ILE SURROUND FSEMSERMM TYP. HEARTH (MAY BE SHIPPED LOOSE) NOTES: 1. A TYPICAL ILE 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.) JACOBSEN HOMES r1od MD THESE sPEanuTsoNs AND oNuwNa ARE MonOFammAL. PRMTAR:. AND C01IID01HA1 P.O. BOX 368 MAMA S OF JACOM YAMITACMUNG �I W_ Sa YAMMS ARE PRDHOED TO THE SAFETY HARBOR, FLORIDA 34695 KOW fat SPW w+ra= AO MST K PHONE (613) 726-1138 Jul CCKwin No sari m otters TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING APPROVED BY JW28TM RaArW,nsc�v�Ns� IN14�INC, TA'6nlR7p� uo SMTA fTMOM� C.L.Y. I DAZE: 6-16-95 1 Rtv LErtM I "' "'_ SHIP -LOOSE HEARTH 11 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you.. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This test should be given to .all smoke alarms individually. APPROVED BY QEv- WIR i 5 .21103 NPINC. FEDERAL MANUFACTURED HDME CDNSTRWTIONAND SAFEIT STMIDAHUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 12 TRUSS SHEATHING APPROVED BY INC. F®ERAI ANVIUFACTItRED t10ME CON5TRUCTION Mq SAFETY iTA�AFIOS DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS ; FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL ---''- 3/8' MIN. AP -- ---- - -- - - APPLIED TO R DIRECTLY ABC (APPUCAOLE MARRIAGE WALL PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), AMC VEHTALA110N. 3/8SHEATHING TO BE IN5TALLED ON -SITE OPENINGS IN TRUSS SHEATNNG MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. MnNDZONE III MPH) (IB- X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) A ALL Ll EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL 1. 3/9' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16- X 1 1/2- x 16 GA. MIN. STAPLES 1 1/4- D.C. AT PANEL EDGES AND 3- O.C. APPROVED BY Al ALL FRAMING MEMBERS. (NO GLUE REDUIRED) IN MAT r aegx; li INC. KNOTICE: JACOBSEN HOMES THESE KIN sEaP"TS AND DRAWWGS ARE R.R. DATE 4-27-98 REV. LETIFR: ■ ORIGINAL PROPRIETARY, AND CCNFiOENDAL ORAWNG TITLE P.O. BOX 368 MATERIALS OF JACOBSEX MANUFACIURWC INC. SIGH MATERIALS ARE PROVIDED TO TIME TRUSS SHEATHING _ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECaLN RR WERv1C P QVSES AM MUST EE KEPT caH mooLL AND SFCRn FROM 011 M. DRAWING NUMBER: AO—HR-0001 '13 tiL 94WOWLS ALaWS OW NOUMULSWM MUN.mU:m*Kvn NM" .ONILml 90OZ' 90 �mr PQ2TA g ` , A9 03AOUddY oul `wl*a iiu3 7), 'I'd `UePGO0 'O UqQf 9'EZZ - O'EZZ %18-0 'Jd *OIVO ":138 mm J'mll M as sxoj WA 3m a Sw no am NMRU mm S190d 50 OW 9!t)W 3MM UM aiSrrM ill N Ml E JO aM 3NN '1 NOLLISOd dfl AS NI 300N 039NIH NOLUSOd ONIddIHS NI J00N 039NIH '"tlr xvvwvAm9 m u mm my w vuz .EOM A w im a on 3m (w m m vxrdm llu A'MVM s =D35 J= am Im Wl zz xmw Sl WM MR-13 m Nxm M&A" 'III Q dOOZI GaDNIH IOSON HINGED ROOF DETAIL UNDMAYYENT TO BE CLUED 3' MIN. ON BOTH SECVOHS OF HINGE ROOF. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDEkAYMENT AND AND A MIN. 4 I1r W01H OF ROOFING CEMENT TO TOP OF LAST SHMU ROW ON FI)CO ROOF SECnON. (INS IS TO BE DONE BEFORE RAISING HINGED ROOF SECTIOH.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6'X B' BLOCK OVERHANG FASCIA BOARDS I 3-18 X 3' WOOD SO MS e APPROVED BY owwrlr�86�ft-- Revised Nov 30,2006 NAINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS WINNONE IQ (110 MPH) ALL EXPOSJRES NOTES: ENGtW APPROVAL DAPIA APPROVAL I. BRACT RW ROLE SECRLN IN TIE RAW P0910 BEFLRE SNOW HINGED Km POSTS NIO P0311101L John K2EnPWW0 i�l��w NOTICE: MAIN BY. DATF: REV. LEi m JACOBSEN HOMES ma wcaFr,A>taa Am mom ATE D.T. 10-02-06 CROUA. MPR SM AM OWND aAL DRAW1611TLE: . WWIM d 61CMM MANIliACU�NC P.a . ORI W- SIXH "lop" m mmoo To m HINGED ROOF DETAIL sAfM:TY HARBOR. FLORpA JIS>i3 xww—:Mront: RwW"NW K DRAWING HIABER AD-HR-0003 PHONE (613) 726-1138 UA COIil0 w AIM =a ma rim 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 #2 CONTINUE 15# FELT TO ROOF PEAK ONE-PIECE SHINGLE UNDERLAYMENT .. ........ ........... /* 2' MIN. OVERLAP (TYP.) . .......... o........... LAmJ I i I i 1 6' MIN. TAR AS SHOWN z o .(APPLIED ON SITE) SEE NOTE #3; VMS z ... -� r-1 r--'I 3• MIN. I� I I � i i i � 1 i I I•.• •_ r� SEE DETAIL W .... r� I 11 SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE WITH • 6 STAPLES (1' X 3/4" X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTALLING THE 151 FELT AND SHINGLES. DETAIL A FS cr- NOTES: 1. CEMENTING OF 15/ FELT IS NOT REQUIRED N ANY AREA EX VT WHERE NOTED. 2 FASTENING OF 15/ FELT IS NOT REWIRED. (FASTENERS APPLIED d1ST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) - 0 3. EXTEND 7W FIRST LAYER OF ON SITE 151 FELT ONTO TW FIXED ROOF A MIN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FD® ROOF, 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT) AD-HR-OOoZ AD-FR-0003, AND AD-HR-0004. WNiDZONE III (110 MPH) ALL EXPOSURES AOPROVED BY FI14 NC. MANUFACTURED HOME ACTION AND SAFETY STMOMS DRAIN B1: OATS REY. IFTTER JACOBSEN HOMES roM SVMVAWG NO WAUM ARE M.T. 9-20-03 WOW_ PROPWMff• A/O COIF>DEll K MAIN TITLE SH>rW AND UNDERI.AYMENT _ YAIMMS OF AAODD= MMJFAMMIG APPLICATION ON HINGED SECTION P.O. BOX 36a NO. 201 WITEMS AK MZOW110 10 lE HE(a3�ni8 �a oRA,NNratPHONE () 7l3a" d4696 �m me � AD-HR-0005 16 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 40 SCREWS, 6-1/2" O.C. f AX. DECKING ON RIDGE BLOCK ASSEMBLIES --\ FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. I STAPLES INTO EACH 16' O.C. RAFTER AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) I , NDSO1 NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHNGLES. SEE AD—HR-0002 FOR ASSEMBLY DETAILS. CRC-167.01 - 167.02 .Jahn 0. uoNadwi, P.E. .9Z E ar,r,D, Ir1c ALL MOZONES ALL E70SURES 20 PSF ROOF 10 PSF D.L DAPIA Al"OVAL _ APPROVED BY Revised IN Jtm 09,2006 INC. FEDERAL NAMNACTONED NONE CONSTFIOCFION ARO SMUT STAADARDS RRJP JACOBSEN HOMES P.' Box 366 Nonce nrtsc srsar.ARows AND ouews ANc 0MGMAi. PRD7Id NARY. AND CoWMW MA711I 1S a MA)" Acri A�'� TmxS ARE SAND �A"N 9T: O.A. VATe 06-06-06 REV. LEW; n H DRAWING 1I� PEAK INSTALLATION DETAILS SAFETY HMBOR� FLORIDA 34695 PHONE (727) 726-1138 KCFKXoo rot 3KCM M0110 MAT K Nary ww=wAN Aw mw nm DT"s DRAWYiG NU16LR AD—HR-0006 17 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTAL7,* PER MANUFACTURERS INSTALLATION j INSTRUCTIONS. � TOP COURS(S) Of si"GLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAZIER OF 151 FELT TO ROOF NTH A 6' YIN. NiDTH OF TO ROOF WTH A 6' W. NTDTH OF ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EbSTING ROOF DECK AND/OR EIQSTING FELT AS SHOWN. FELT AS SHOWN. SEE OTHER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION 01AA APPROVAL: NOTES: uwvmKm AP ROVED BY AUG 0 INC. r NOTICE DRATM BY. DATE: REV. LETTER JACOBSEN HOMES T»SE SK�Td NO au� AM P .T. 7-28-04 SAL PRWWTART. NO COvG10 nAL ORAYMC TITLE: ®® UATETMS OF 040M MAKWACTIM" %WU/0WERLAYNENT INSTALLATKIN _ P.O. BOX 368 LVC M YAIEAALS ARE PB01e1)EB TO IK SAFETY HARBOR. FLORIDA 34695 fjcMT FOR V= PAPM M ISM 6E CRAIMIG 110LIBER: PHONE (727) 726-1138 OPT WWII& M IC7ST FM 0111i S AD--HR-0007 . 18 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT fFASTEN TO FLOOR FRAWNG — MBM W/ STAPLE OR NAL BANDING STRAP 'WRAPPED' ARM PIPE AND FASTENED TO FLOOR FRAWNG, ODE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTAWED TOWARD THE OUTLET. T4HX 1MS GRADE CAN NOT BE ACWEVEO, NOT LESS THAN 1/0- OOT MAY BE USED WHEN A FULL SM CLEMOUT IS NST90 AT THE UPPER END. m w rc naa►w Piaui. 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. PIA APPROVAL: 000orINC. JACOBSEN HOMES Tr ESE 94CrOMIS AND DRAWL AX . auwx or: R R DAMrev'rev' LEr►o►: CRIC+IM. PROMICIAAY. AM CCISMIK DRAW PILL'PLUM.. YAI M" Cr d 03m MA"'AC1URw a P.O. ecx 36e I_ SI,u,R ALL AW FRO`CM w D[ ING SUPPORT SAFM HARBOR. FLORIDA 34695 atrV4 MR SM rJVM AM WM BE DRAPING Nt%SR- PHONE(613) 726-IIM 11nC31 DM"IOnnc.ObM AD—PL-0001 19 OPEN PORCH RAILING(Si IT IS THE RESPONSIBILITY OF OR GENERAL CONTRACTOR THE RAILINGS) INSTALLED C ALL CODES IN EFFECT AT TII THE SET-UP CONTRACTOR ON SITE TO INSURE THAT )R TO BE INSTALLED MEET AE OF HOME INSTALLATION. PPROVED BY INC. INOME lyswa titl8 JACOBSEN HOMES "WA """�nT: r[6.•KI JLR: 1NESE svEcncATwn Hato oRArr�cs ARE M,T, 3-30-05 ORGRAL. PRWWTW MO COIfloFl UM DRAWING TITLE: P.O. BOX 368 °ATU°u' OF JACO M YAMfACTURING OPEN PORCH RAILING 5 — NG S10 MAMWILS ARE PR�OMOED TO Tit SAFETY HARBOR. FLORIDA 34695 WOW FOR S M PLOM AIO MIST K ORAWG WrAW: PHONE (727) 726-1138 KEPT COruWTK NO SEOW FRCP OMS AD—PO-OOOI 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 4 [ 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) >-�— — — — — — — — — — — — — ------ FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY - POLYVINYL BEFORE INSTALLINGHE AND ON SIZE SEE AI?-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI -NL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: DAM APPROVED BY Revised Oct�2`5 , 2007 ON AIN. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES NoG AND >� sPEa�cAuns AND ORAT�YAGS ARE DRANK BY: O.A. DAiE: 10-24-07 REV. LETIER: P.O. BOX 368 ORIGINAL. PROMIAR1, AND CON MRAL MATERIALS OF ACOM MNUFACRRINO DRAINING TITM. ON SITE PITCHED ROOF DETAILS s- SUCH MAIERALS ARE PWMM TO DIE SAFETY HARBOR, FLORIDA 34695 mAD-PR-7001 RECMT FOR SPEM PU FM AM 00 BE DRAYANG NUUBER: PHONE (727) 726-1138 IVr COKaIprTITIAL AID S IM no omm 21 ROOF TO ROOF ATTACHMENT SITE INSTALLED 7/16- MIN. ROOF SECURE SITE INSTALLED ROOF DECKING DECKING SECURED MATH 7/16' X 1 1/2' WITH 1/16' X 1 1/2' X 1616 GA, STAPLES X 16 CA. STAPLES, 2' O.C. MAX. TO (12) EACH SIDE OF MARRIAGE LINE TO EACH 1A. TA RAFTER. EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOjfl 11' MIN. SITE INSTALLED DECKING ObERLAP FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO [L �� RAFTER BELOW ALIGN WITH TORT INSTALLED b/ SEE NOTE /2 J. BE RIDGE BEAMS 18' MIN. 0: NOTE /4) A I DECKING Vill CROSS-SECTION REF. PG. RC-07-0044 NDS01 NOTES: 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH 2-110 X 4 1/2- SCREMIS AT EACH RAFTER END. SITE INSTALLED PITCHED RAFTER TO ALIGN MTH FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.) 2. ATTACH MATE LK RAFTER RAGS (OR RIDGE BEAMS) WITH 110 X 4 1/2' SCREWS 9- O.C. MAX. SPACING, 3. SEE AD—FA-0020 FOR GAP TREATMENT BETYCEN SECTIONS. FACTORY INSTALLED RAFTER (CENTER SECTION) C-FS3 - 88.01 .3ohn C. Dos3en.12.6. K2 Engkmering. Inc. WMZONE' M ALL EXPOSURES (110 MPH) ZO PSF ROOF 10 PSF O.L. APPROVED BY 1VIHiNC:2°°6 aoeou r�r�crCT"ui rorE COM "MnOM AM SMITY STAMARDS ® JAC OBS EN HOMES A• B Box O SAiLTY HARBOR. FLORtDA 34695 PHONE (727) 726-1138 MR aw"IN°u " aa..ncs NK o�.00„eT."...e�M We 2" UI OM l 1KC Fat NWC HAND ml am [ Un ao�wwL Menear Zxf omL �"� °" o.A. oE►-02-06 A ROOF TO ROOF ATTACHMENT DRA* C KA10M AD—PR-7OD2 22 RAFTER TOP END ZONE RAFTER f OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OVLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS %OCg--4kt Iy 2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. 16' O.C. 0 Q 2 X 4 NAILING BLOCK �. (INSTALLED ON SITE) MIN. (3) .131' X 3' NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131" X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 z 6 SPF /3 FLAT SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD —MUL11PLE TRUSSES FASTENED TOGETHER W/MIN..131" X 3' NAILS OR AWN. 7/16' X 2 1/2' X 15 GA. STAPLES 16' O.C. MAXIMUM INTO TOP do BOTTOM CHORDS ONLY. 2 X 6 FASCIAFASTENED TO OUTLOOKER `-- 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY WIWN. (5) 7/16' X 2 1/2' X 15 GA NOTE: STAPLES OR MN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLA110N) Wu0 ms TD BE SEOt>FlFD TD EACH (TYPICAL AT ALL CENTER BRACES) IK � � F M �T. SINGLE TRUSS ONLY Rw,O Oumm OF 3 FT. AREA .....SS MAY BE PLACED ON EITHER SIDE I NDSOI I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD—PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: WARM PEl1EiR 7X k .131 PD NAIL 5 1 1It 15 GA. STAK 8 1' sxw 2 OORDWR MINKS MAY BE IWARED VANOZONE 111 FROM TOP COW DOW F POEMAT1011 ALL EXPOSURES 5 WIPJ AW. (110 MPH) 20 PSF ROOF 10 PSF D.L. - - C-RC-197.01-197.02 MEER APPROVAL• DAM APFMi WAL• APPROVED BY Feb 05,2008 John C. Doe n, RI FEDENAL WWUFACfURED HOME CONSTAII(.71ON AND SAFETY STANDARDS K2 Engin,40T►ng; InG. JACOBSEN HOMES mwSPECfIG1110=AWLNAM=AK DRAWNB; O.A.DATE 1-29-08• R'V''E"'p- araww. PRaPwETAR>: A!O caNroExnu DRAWING TM- P.O. Box 368 Tm" m pwv �mw END ZONE RAFTER/OVERHANG ASSEMBLY SAFETY HARBOR, FLORIDA 34695 RMf�OR � NiP066S ND y�yT DRARM "BM PHONE (727) 726-1136 taut 03FWW AMP Ms RM MHOM AD—PR-7003 23 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER — TRIPLE WIDE CENTER SECTION PEAK I SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION do REMAINDER OF AT CONTINUOUS PANEL BOTH WTSTDE SECTIONS (2 FULL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES MIN. WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) MANUF. INSTALLED DECKING TO HERE NWNDZONE Al ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF O.L NOTES: DOGNEER APPROVAL: ONU APM WAL• 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 Revised SPAN RATED) DECKING (EQUAL OR BETTER). Jp}TT1 �00i. :. oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 �t1g,:ii:::(i+'G, .1 ic. N 14 ((�' � . SAME DECKING PATTERN. ' �1 FEDEWEL WIMUFALlUREU N011E 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 coma cnom AND SAFETY STAIIMADS GA. STAPLES AT 3' O/C EDGES AND FIELD JACOsSEN HOMES wxv>ArmnommumA1� E�„w.oE: EtsiCllO Q.A. 10-24-07 MICAL PKPOEM. NO Cai1li UK DRAW TIAL P.O. BOX 368 wtESm of UuaiFacTIAM 10ft ON SITE PITCHED ROOF DECKING INST. Nc. sio+ un1>�xs ARE P1i0Y� to nas; SAFETY HARBOR, FLORIDA W95 qvw FOR SfB7fIC Plt1P= = Y ST BE ORAVMG NIMSM PHONE (727) 726-1138 WT CWCWAt. m WE ow on= AD—PR-7004 24 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. 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 —� / CEILING PANEL-- CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF DAPIA APPROVAL APPROVED BY Revised Oct 25,2007 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE s�ECP1cA:xx+s A/q oRawacs AraE DRANK BY: O.A. DATE: 10-24-07 REV. LETTERTHESE !EIEOIEEII BOX 368 aRWWAL. PROPRIETARY. AND CONFWWL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE nP.O. INC. SUCH MATEWLS ARE PR01WE0 TO THE SITE INSTALLED PITCHED ROOF VENTSSAFETY I{�,� ❑❑ HARBOR. FLORIDA 34695 PHONE (727) 726-1138 REPNT FOR SPEOTIC M;PM AM WM BE KEPT CONFMIK AM SECRET TROY 0M D(RAVANG NUg8R AD—PR-7005 25 ROOF VENTING NOTES: 3 W MARRIAGE WALLS I I TTP. 100 Sa K CUTOUTS FOR VENTIUIEION Of ROOF SECTION �- (SEE C1AR1 FOR R[OUIREYENIS) 100 SQ. IN. CUTOUT VENT HOLES R N SECTION REQUIRED IN FLAT ROOF (160-) X SECTION LENGTH: CUTOUT HOLES: 0 TO 15-6' 1 Is'-6' 10 31'-r 2 31'- TO 46 - 3 46'-10' 10 6 -6- 4 62'-6 TO -0 s I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I 1 �I I MARRIAGE WALLS �I cI LOW WENT Low VENT J I n'tt •i—) I 150 SQ, IN, VENTS REQULREU FBGN_VERY IN SCTE TNSTA.L.LED TRUSS SECMS CENTER LINE OF CENTER SECTION 141 1 Steux mut wx vm Lee wxt 10 314-3r MOC mm .u'-r m ca-w Mot es -w w -4 : 1to Sm ■Y TL - : tR SK I -N AMMU m tlK7A1J% %CUTS g 1 4-) S-1 R ��- W SO SQ K ROOF VENTS •-� t-� L0T7 V[NT (SEE (START FOR REOUREMENTS) LOW VENT V 1 l MARRL49 WALLS 1 I i I SITE INSTALLED CENTER SECTION OF ROOF. I 0 Z W 2 W mI 0API1 APMM&-- AF PROVED BY Fjo10?0 INC. M"Mmclumo HOME ETY STANOARTIS JACOBSEN HOMES No�Tce � ��+ BY.: DATE: REv. UTTER � �o�TToMs „�, �� ,� R.R. Ol —22-04 CROKOL FRWKTARY, AND OrTTIDLMUM WAY" 1111E: CSATU&M4S W i N MANSACRMC P.O. BOX 36a � 204 MA s AU TO 114 ROOF VENTING -- SAFETY HARKF, FLORIDA 34695 mcrm MR wim Ptam so M7 K ORATTOIC TTUMMI : PK E (727) 726-1138 MPT coamrsL wTI gm? nu H ARM AD -PR- 7006 I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I 1 �I I MARRIAGE WALLS �I cI LOW WENT Low VENT J I n'tt •i—) I 150 SQ, IN, VENTS REQULREU FBGN_VERY IN SCTE TNSTA.L.LED TRUSS SECMS CENTER LINE OF CENTER SECTION 141 1 Steux mut wx vm Lee wxt 10 314-3r MOC mm .u'-r m ca-w Mot es -w w -4 : 1to Sm ■Y TL - : tR SK I -N AMMU m tlK7A1J% %CUTS g 1 4-) S-1 R ��- W SO SQ K ROOF VENTS •-� t-� L0T7 V[NT (SEE (START FOR REOUREMENTS) LOW VENT V 1 l MARRL49 WALLS 1 I i I SITE INSTALLED CENTER SECTION OF ROOF. I 0 Z W 2 W mI 0API1 APMM&-- AF PROVED BY Fjo10?0 INC. M"Mmclumo HOME ETY STANOARTIS JACOBSEN HOMES No�Tce � ��+ BY.: DATE: REv. UTTER � �o�TToMs „�, �� ,� R.R. Ol —22-04 CROKOL FRWKTARY, AND OrTTIDLMUM WAY" 1111E: CSATU&M4S W i N MANSACRMC P.O. BOX 36a � 204 MA s AU TO 114 ROOF VENTING -- SAFETY HARKF, FLORIDA 34695 mcrm MR wim Ptam so M7 K ORATTOIC TTUMMI : PK E (727) 726-1138 MPT coamrsL wTI gm? nu H ARM AD -PR- 7006 I -N AMMU m tlK7A1J% %CUTS g 1 4-) S-1 R ��- W SO SQ K ROOF VENTS •-� t-� L0T7 V[NT (SEE (START FOR REOUREMENTS) LOW VENT V 1 l MARRL49 WALLS 1 I i I SITE INSTALLED CENTER SECTION OF ROOF. I 0 Z W 2 W mI 0API1 APMM&-- AF PROVED BY Fjo10?0 INC. M"Mmclumo HOME ETY STANOARTIS JACOBSEN HOMES No�Tce � ��+ BY.: DATE: REv. UTTER � �o�TToMs „�, �� ,� R.R. Ol —22-04 CROKOL FRWKTARY, AND OrTTIDLMUM WAY" 1111E: CSATU&M4S W i N MANSACRMC P.O. BOX 36a � 204 MA s AU TO 114 ROOF VENTING -- SAFETY HARKF, FLORIDA 34695 mcrm MR wim Ptam so M7 K ORATTOIC TTUMMI : PK E (727) 726-1138 MPT coamrsL wTI gm? nu H ARM AD -PR- 7006 PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT (SEE DETAIL 'A') SITE INSTALLED VENT SITE INSTALLED CENTER ,SECTION OF ROOF �— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEA14NG SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) LTYP. CONNECTION TO VENT FAN, SOLAR TUBE, OR EXTEND TO RANG HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE ((XTEND 3' ABOVE ROOF) (SEE DETAIL 'B') 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 0-----FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: I. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS, 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOLE CUT N ROOF DECKING. . 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE. & SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) <4;,: VENT PIPE (SITE INSTALLED) COUPLER m,0-- '(SITE INSTALLED) VENT PIPE (FACTORY INSTALLED) DETAIL 'B' DAPIA t1V4ED BYJUN le INC. RED HOME FETY STANDARDS NOTICE DRAIN BY: DATE: RED LEVER: JACOBSEN HOMES 11% SPEOMTOHS 00 MAV*M PMR.R. 01-23-04 ors RMPNLIMT, Aar UMWWt WM DRAWING TITIL- Ellon mA1ERuts Of xWes<>t MANWACMM — umpri P.O. BOX 368 W— SL" w wwts ARE R40h®EH► TO IK PITCHED ROOF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 RECIFW FOR SKOrX ROWS NO IUSI K DRAWING NI MEt l PHONE (727) 726-1138 art wnlgE uq "SECKI nft own 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. -- I; r� 1 I 1 I I r mm M TisT■l��I FIELD NSTAL.ED 150 FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT WH A V MIN. OVERLAP AND A MIN, 6' WIDTH OF ROOF CEMENT. 151 FELT ALSO CEMENTED WITH A 6' WIDTH AROWD ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF. I ` FifiD INSTALLED ROW SNEAT100 (TYP.) I I 1 6' WIDTH OF ROOF CEMENT WHEN I OPTIONAL 15d FELT IS INSTALLED. I OPTIONAL LAYER OF 15j FELT i I ri 1 ! 1 J — —� i I ill Tll! � A ONE—PIECE Sf■1(iE / UNOEALJ111iNT ROOF SHEATHING (TYP.) THIS ROW OF SHNGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGUS TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECIDING FOR UNDERilAYME T OVER LAP OF 6' MINIMUM. m RRRRR■ice = SOME = FASTENING DETAIL ni NOTES: fJ�Nt�if\ T! \\V111L 1. CEMENTING OF OPTIONAL 15S FELT IS NOT REQUIRED IN ANY AREA EXCEPT VIIHME NOTED. -5 2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED ; ARE JUST TO HOLD FELT IN PLACE UNTIL. SHINGLES ARE INSTALLED.) Joh;I (� 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS Kz F-pginc-;; f-,'Ig, Inn. ONLY WiEN SPECIFIC APPLICATIONS ARE NOT COVERED. WMZONE ILA (110 MPH) ALL EXPOSURES DAPIA APPROVAL: MPROVED BY Revised att r29 , 2007 ON 14 r1 Vl.�, EDERAL WANUFACTURED NODE DNSTRUCTIDN AND SAFETY STANDARDS JACOBSEN HOMES 1Nm SIT�umm AND MAN=MR o.A 10-24-07 WAINAL PNWWM X AM MWUMWL!>ftaTt TTTLE: 6AWDALS OF UAftlfi'AC1Ui�EC IN P.O. BOx 368 = = dA1DUS #A PMWD m W SITE CVSTALED S1fINGlE AM L!l AYt1EEIIT SAFETY HARBOR. FLORIDA 34695 WZW FCA 9M FJMZ AND IART K DRAVW NUMBER: PHOME (813) 726-1138 Wq CNIiid IK M SW RM bi M AD—PR-7008 28 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER FASTENERS AND UNDER ALL TYPICAL FIELD INSTALLED RAFTER SHINGLES OVERLAPPING THE ROOF FLASHING. .105' X 1' MINIMUM ROOFING NAILS OR .113' X I' MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPUEO TO BE USED IN LIEU OF STAPLES FOR COVER ANY ROOF VENT FLANGE BY SECURING FASTENING FLASHING TO ROOF. THE SHINGLE TO THE FLANGE AREA WITH ROOF— ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. NTH NAILER FLANGE, SECURED TO ROOF, ON TOP OF UNDERLAYMENT, AND TOP OF FLANGE UNDER SHINGLES, MATH OOT70M OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED MATH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. NOTES- DAPIA APPROVAL: 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1* X 16 GA. APPROVED BY STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). ,ltfk � INC. FED E ALMANUFACRJRED HOIAE CON RUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE I 11[SE SKCIFICATOIS MAD MAW" ARE DRAWN BY. M.T. DALE 02-04-04 REV. LETTER OWMK- KWKIART, AM CONF MTIIAI DRAWNG TITLE DWI[]P.O. 80x 36B YA1pCALS Or JACOBSEN YAKFACTIAifNC ue WM YAIERKS ARE PRUVW To DIE TYP. FLASHING INSTALLATION — SAFETY HARBOR, FLORIDA 34695 RERRIAI FOR SWAC KN UM AIR RUST O DRAWS Np1r16ERt PHONE (813) 726-1138 KEPI CDtrMIM AM SEOiT rROI OTAM AD—PR-7009 29 ADDENDUM GENERAL 'NOTES / TIE-DOlV`NTS NOTES: 1. FRAME TIE -DOWNS SHAD. BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REOULRED IN ADDITION TO THE FRAME TIE -DOWNS. a VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OCYNNS WHE14 A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. lkil ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E ;NSTAi! � IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME RE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE A�PL'ED BY OTHERS). 5 VERTCAL DE STRAPS MAY BE SUPPLIEO BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL RE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN, OF 0.30 OZ OF ZINC COATING PER SOUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEIWALL HEIGHT ONLY). 9. LONG17MNAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16. 10. FRAME BE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN i-BEAM (AS SHOWN ON TYP. CROSS-SECTION DETAILS) AND SHALT. COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER, ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL 11E AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION k,'D TYPE OF SOIL IN WMCH BE ANCHOR IS TO BE INSTALLED, 11 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 11' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR AIDING 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 STETS AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16, A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REOUARED (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 W 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 RE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG P.EOUREMENTS. ALL BLOCK.NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES NOTES: ENGINEER kkM ////7 DARA APPROVAL• ROVED BY THESE NOTES AND DETAILS ARE APPLICABLE �: e�C.G No.RF4'?� FOR WIND ZONE II AND/OR WIND ZONE II1. THEY ENES-03571 JL N 1 Im ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE V. SEE APPROPRIATE TABLES �,® rz%;� (�i FOR SPECIFIC INFORMATION ON EACH. TTF, '• INC / MQ WM MOM JACOBSEN HOMES NOTICE '��airfr TKSE sKamAnogs y I�`` r�lrrlll, C.C.Y. DATE: 5-19-95 REV.IETTCR g P.O. BOX 368 mo ogAMaCS ME MONA.. PRo9RKYAAY. AND aMDEXTK UATMALS OF J40M uwjrACIMNO /� DRAM4NG TITLE. TD-GENERAL NOTES `c7® SAFETY SAY HARBOR, FLORIDA 34695 we sra umutas ARE P.v4m To THE H DRAM. G NUUSER AO- TO-0001 PHONE (813) 726-1138 _ KOINT FOR sPEOM RMIM NO NM CE *PT coy maq ram srm rRw orim 30 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 1 LONGITUDINAL TIE -DOWN SPACING TABLE (` MIN. WIND ZONE II WIND ZONE III V FLOOR W1D1H Y!N• DIY• EA. END OF EA. SECTION ANCHOR ANGLE YIN. 0 YIN. Olt EA. END OF EA. SECTION ANCHOR ANGLE U.N. 0 20'-0' 2 36' 2 45' 24'-0" 2 46' 2 60' 254 2 50' 3 38' 26'-B' 2 1 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DDL HEAD LOAD ANCHOR ANGLE SPACING DBL. HEAD ANCHORAH(HOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 31508 40'-50' 24'-O' 12' 8'-0' 31501 40'-50' 6'-8" 31501 40'-50' 25'-4' 12' 8'-0" 31501 40'-50' C-8" 31501 40'-50' 26'-B' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III U FLOOR WIDTH WIN.OTY. EA END ff EA SECl101 ANCHOR AN UN.. 0 MIN.OTY. EA END OFANGLE FA SECTION ANCHOR DIN.. 0 20'-0" 2 50' 2 fib' 24'-0' 2 70' 3 50' 25'-4' 3 45' 1 3 60' 26'-8' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE L4 SPACING DOHEAD LOAD ANCHOR ANGLE SPACING DBL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 5'-4' 31501 40'-45' 4'-0' 31501 40'-50' 24'-0' 12' 5'-4' 3150p 40'-50' 4'-0' 31501 40'-50' 25'-4' 1 12' 5-4' 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5'-4' 31501 40'-50' „++ +++,,,,, '-0' 31501 40'-50' CITES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ENGINEER` : ' O��i\APPROVED `� �O. •tip,\S TE,4F�(No. o . DAPIA APPROVAL BYE 2. SEE AD-M-0011 FOR YAXIMUu PIER HEIGHTS REWIRED FOR THE LOADS TABULATED ABOVE. 471 = ENEB 5 / /D . o\. INC JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 a PHONE (813) 726-1138 tNES£ sPconuNOT]CE: nons AND DrurANcs ARE CRONAL, PROMUARY. AND CCNnDENTK OF JACOBSEN YMAIFACTUPoNG aG �T YATEWLSSKCFC ARE PRS MO To THE ��COWUNDµ�iam 0Sr� ODjM '1a•• C.L.Y. DATE: 5-30-95 REV. LETTER: DRAWING'RILE:YATTRIAIS NORM. SPACING TABLES DRAWING NUYBER: AD-TD-0010 31 -14 ADDENDUM Gs�ll �i 5� 11 ALTERNATE TIE -DOWN SPACING TABLES v, Weal ZONE II & III/EXP. C k4O LONGITUDINAL TIE -DOWN SPACING TABLE MIN, WIND ZONE 1 WE ZONE Ip FLOOR iK M. � HIf mm ME DL 0. EA. a NCt10a MME VOTH EA.. seen+ sm �. e EA.M s>xU HHHLIL e Q 23'-4' 2 54' 3 4T 24'-0" 2 54' 3 40' 25'-4' 2 60' 3 44' 26'4 3 38' 3 a 3 4T 4 41' (SEE NOTE 14 FOR ANCHOR ANGLES) VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE YIN. MAX. WIND ZONE II WIND ZONE 11 GL WA LOAD LOAD AM AWE SH'AfDIC I L HfflrD LOAD ANHyiQH AfIGIE FLOOR WIDTH EAVE OVERHANG •23'-4' 12' 5'-4' 31501 W-45' 54 31501 35'- W 24'4 12' S4 315D# 40'-45' 6-4' 31501 35'-40' 254 12' 54 3154 40'-45' 5-4' 3154 35—Q' 26'-8' 12' T 4' 3150# 40=45' 6-4' 3150# 1 35'-40' 30'—Ir 12 54 1 3150# 1 W—W I 5'-4' 1 31501 1 35-4T (SEE NOTE #4 FOR ANCHOR ANGLES) ae�tte9sso����s��� C. Do p No 45484 � Y O ; �Tf, _.: !� zm` REF. CALC. �m�,n�' �� P:.•��oo` pis• R W Q C-TD - 215.01 - 215.20 moo ...•�' ONAstills I t�aa,. NOTES: H4QW A>vpvft DAPRA APPROVAL: 1. SEE AO-M-M FOR ADDIi=AL VAUIi OM APPROVED BY 000 4. SEE AD-m-0011.1 FOR YAWN PER WM S REGUAiED FOR THE LOADS TAa ATED ABOVE. Jun 16,2009 36 TE-0011ti OEM ON 1HS PAGE AIMMM SE M WQN US OILY I N � 4. We ANCHOR ANGLE NO IN THE CURT ABM CldHNOT DE ACHIEVED, . FEDERAL YARIFAcnao Momf C ONSTirlCTIDR AM SAFEn SfARDAROL DHSTAU D AN APPROVED STAMM P1AIL JACOBSEN HOMES tl �twrxm o�Al�as Aae MAW �' M.T oA'- 06-04-09 ALTERNATE SPACING TAMM DElio r.a Box 3e8 5M4. Hrm WM 10 BaruDIZAnH; 1A101"s a ""'"1FA Rmw SAFETY HARBOR, FLOR3DA 34M LLLU PHaNE (B13) 726-1136 a6 SM INR7W AK PROID® TO X HHtQBI► IaR SP9flC nHpoea<s M mu E ITT COIf�BI1Ml AID gOET fm o6BS MAW IEMBE t AD-lT)-0010.1 32 ADDENDUM TIE- DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS o� 14 LONIaIUgNAE FRALE PIERS RE-DONNS RE-DONNS • 24' RE -DOWN SPACING TIE -DON SPACING TE-MVIN SPACING It -DON SPACING TIE-004N SPACING 24' MAX PER AD-TD-WIQ TABLE PER AD-ID-ODID TATTLE PER AD-TD-DD10 TABLE PER M-TD-0010 TAM PER AD-TO-0010 TARIF YAX FIGURE 1.0 SEE FIGURE 20 FOR ALTERNATE TIE-DOYN MHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS srs>a �• amss-MEueER CIIAS95 ,, SEE NOTE 5 FOR wum HEIGHT ANQIOft ANQE AN(7IDR ANQE� FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE-DOIIN IfEA���► ,Q y� NOTES: ENGINEER AC•Co�O.,,���A YfibVtgpU BY 1. SEE ART-TD-0010 FOR SPAONG TABLES ���� Q�.• ��STEq F �� 2. SEE AD-TD-0010 FOR OUAUTY OF LONGIIWAL TIE-DONN STRAPS REWIRED. 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOIA RENTS. _ r EhE8703571 INC,4. SEE AD-ID-0001 FOR ADDITIONAL REQUIRREMENTS - I 5. ZONE 2/EXPOSURE V: 60' MAXIMUM HEIGHT � A • $ Z�= � : •� � � uosAr�rF�loMq ZONE 2/EXP00RE V: 44' MAXIMUM H IEIGHT 'P '. e} 4 ZONE 3/EXPOSURE Y:: 40' MAXIRIM HEIGHT i �it�••• �Q`••� REF. CALCS: ZONE 3 RE V: 36' YAJCWM HEIGHT A• • •�` ���` lf4.- At 1AA ILL NOTICli` sumloP, DATE REV. LETTER: JACOBSEN HOMES THESE SPECNKA7MS AND DRANKS ARE C.L.Y. 3-27-95 OFIGINAL PROPRIETARY, AND CO1RMENTUL DRAWING TITLE: „ P.O. BOX 368 "A'°'ALS '' OF NIMIFACTUMO FIGURES 1.0 AND 1.1 INC_ SKH MAIMALS ARE PROMM TO THE SAFETY HARBOR, FLORIDA 34695 REOPENT FCR MCFE A SFM AM "I BE DRAWING NUMBER PHONE (813) 726-1138 NEFT CONFEI IK MV XDV FROM CMIM AD-TD-0011 33 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TYPICAL CROSS SECTION SHOWING iIEDOWS FIGURE 1.0 FIGURE 1.1 (o M BASH ON 95 1/1.1—M cis W 96' wpl S(ocVW) 1. SEE AD-40-0010.1 FOR SPACING TABLES 2. SEE AD-7D-OMO.1 FOR QUAMIY OF LONGTRAI41l. TIE-DOM STRAPS REWRM. 3. SEE =LR DETAILS FUR RL IXt (PIER) QUM,'UiY Ate OPIER RMPEMEWS. 4. SEE AD-ID-0001 FOR ADDRIONAL REQUIREMERM 5. Zt HE 2/E*=RE 'e: 67° mA>I LU }MCK ZOW 3/Ft�RE 'C': 56° RA7Ql W HE044T 6. WHEN ANCHOR ANGLE SHOD ON AD-T0-0010.1 CA#4NOT 0E ACHIEVED, INSTSSL AN APPROWD STAMMER PLATE JACOBSEN HOMES 1 lnms MA�SiYi Om mna. F'ROPF.TETARY, w GAUfQ� L P.O. BOX 366 041MALS OF NANUFACTURI}d0 SAFETY HARBOR. FLORIDA 346l35 = =f VAIMUS AM F4SAMM TO 3RL T rcR s ►atsr Iz PHONE (W) 726-1138 1 IeT OWROMAL W Sir FROH OHM e�`Ogggi 18"ll'$ DOE `oos tv No 4_ ..F l .o° c� _ 0 B®®8®easaaeeg®®6 SEEM E5FM mom HOW APPROVED BY 0000. Jua 16,2009 INC. FFDFMI mul"CI wD HOOF CoNSFaumou AND SMrY STANDAMS C-TD- 215.01 - 215.20 DRAM BY: M.T. I DATE: 06-04-09 %Kc Mu' FIGURES 1.0 AND 1.1 34 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D' LONGITUDINAL TIE -DOWN SPACING TABLE i (+� MIN. IMND ZONE 11 WIND ZONE III FLOOR WIN. oTY. ANCHOR UK CITY. ANCHOR `1 WIDTH EA END EF ANGLE EA. END OF ANGLE EA SECTION MIN. 0 EA SECTION MIN. B 12 '-0' 2 43' 2 55' 13'-4' 2 50' 2 68' jam' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD TANCHOR AN SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' V-0' 31501 40'-50' 6'-8' 3150# 40'-50' 6' 8'4 31501 40'-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III . FLOOR UK OTC ANCHOR UK OTY. ANCHOR WIDTH EA END OF N EA. ENO OF ANGLE O 1�, EA sECTIDN WIN. a EA SECTION uKiN. e 12'-0' 2 64' 3 47' v j�l 12'-0' 3 37' 4 33' 14 1 3 42' 3 55' 13'-4' 4 30' 4 1 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WINO ZONE III SPACING X HEAD LOAD ANCHOR ANGLE SPACING D• HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4' 3150# 40'-45' 4'-0' 3150.1 IT 40'-50' 13'-4' 6' 5'-4' 31501 40'-50' 4'-0' 31501 40"-50' NOTES ENQ,,"R 4 D��'', OAP1A APPROVAL 1. SEE AD-7D-0001 FOR ADDITIONAL REOUIREMENTS �.` Q� •G�$T fR . ��A_�y� •Q'� �O APPROVED BY I N0. ' 00or Z SEE AD-TD-0013 FOR Uk)3UL 1 PIER HEIGHTS REWIRED FOR THE LOADS ,v '� T 5 TABULA70 A90VL ENE8703571 - 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. I N G 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MiDTHS WITH 95 1/2' STATE CE 4 •'•=Iti=^a�n�p� ��.���`�; QN nxwwnuAEYumNaE I -BEAM SPACING 96' MA)DMUN SIDEWALL HEIGHT AND 6' MA*" SIDE MAX EACH SIDE OF UNIT). • Q .•'���`�`` '"•........ ' OVERHANG (6' OVERHANG i��� f � `�� JACOBSEN HOMES NOTICE: tF/!t! 1t SPEOFIEt.Tms AND DRAMNGS AR� It1l�d'AB' C.L.Y.CLr 5-30-95 REV. LETTER DRAWING TITLE: NORM. SPACING TABLES P.O. BOX 368 CiCONAL PROPKIARY, AND Ccwwt fm MATERIALS OF JXMSSEN MAMSACrMNG PRONGED TO THE n SAFETY HARBOR FLORIDA 34695 PHONE (813) 726-1138 LNG RICH MA7,'CAS ARE REOPIDd FOR SWX nr 00 AND WST BE PUT COrFCOiU NO SECRET FROM (IMM //—�\ DRAWNG NUMBER AD-TD-0012 35 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEOOWNS TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE 2.0 FOR ALTERNATE l]E-DOVN MKID SEE NOR S FOR MAXWW H#)Gf1T ANQE mf FIGURE 1.3 SEE MURE 7.0 FOR ALTERNATE M-DO" ROD NOTES: 1. SEE AD-TD-0012 FOR SPAONG TABLES AND NOTES. 2. SEE AD-TD-DD12 FOR OUANITY OF LONGITWAL TIE -DOWN STRAPS REOURED. 3. SEE OTHER OVALS FOR BLOOONG (PIER) CUAN71TY AND OTHER REQLIFREMENTS. 4. SEE AD-TD-0001 FOR ADDITIONAL REOtJF04ENTS. 5. ZONE 2/EXPOSURE 'C': 30' IIAXUJM HEIGHT ZONE 2/ED(POSURE V. 48' MA)MM HEIGHT ZONE 3/EXPOSLIRE 'C': 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE V: 60' MAXIINIM H MT R ...... GS `T.EA IENES703571 :_ 'STATE- OF:'� APPROVAL APPROVED BYP,, .JAiv h i INC rtuw�rrr�s�nu�raE W�41hIGr01 OO fN4Tf {TMialq JACOBSEN HOMES NOTICE -I UN 1DR08 #r- C.L.Y. M. 5-19-95 REV. LETTER: P.O. P.O. BOX 368 n sE SP OnUTIONS AW DMU14 boll MONAL PROPMEIARY. AM coNnDOI 1AL MATUULS OF 4AsET+ MANUFAC1UM Ita%` DRAWWG TITLE- FIGURES 1THE.2 AND 1.3 „ SAFETY HARBOR. FLORIDA 34695 g{DCDe REOKW Fat v F NO Thar BE H DRAWING NUMBER: PHONE (813) 726-1138 PVT a>Nfm ak " Soo FIRM am AD—TD-0013 , ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE -DOWN SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS) NOTES �`E�'E��4�I?PPAOwL.-�(� ��i •. FZ DAP1A APPROVAL: I. SEE AD-TD-D010 FOR SPACING TABLES Q G�STEq , �: cry No. FO APPROVED BY 2 SEE AD-1D-0010 FOR OUANITY OF LONOTTUDIAL TIE—DOVN STRAPS REOUIRED. ENE8703571 _ 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS �• IN .�N } 5 4. SEE AD-TD-000I FOR ADDITIONAL REQUIREITENTS IANC, '�� ••tiD1AN.• maTRan+MowmsTNOTec>, FS, V\ �.� JACOBSEN HOMES NOTICE: THESE SPEOnunons AND DRAWNfS ARE DRAWN BY: C.L.Y. DATE: 5-19-95 REV. LEMR: P.O. BOX 368 CRICINAL, PROPKIARY. AND CONnDomAL MATERIALS OF JACOBSEN MANJTACTURINC SUCH WATEIMS ARE PRONDED TO THE W_ DRAWING TITLE: FIGURE 2.0 /� SAFETY HARBOR, FLORIDA 34695 REOPIENT r R S?EWC RPKM AND = BE DRAWING NUMBER /L1, PHONE (813) 726-1138 PPT CDN Wnk Ab SEM n= OTFERS. AD-TD-0014 37 ADDENDUM ALTERNATE TIE-DOIM SYSTEM(S) ALTERNATE LONGITUDINAL TIE-DOYr'N INSTALLATION METHODS STDE I1E1T Or MAIN Fi"-- TIE-DOWN STRA? SEE O1NER DETAILs FOR TIE-DOW STRAP SPECFICATIONS. APPROVED ANCHOR YQV-D TO WAIN I -BEAM (SEE OVER DRpS SEE W-TD-020D FOR FOR WELDING) TO HE ICSTALIEi RADIIJS CUP DETAILS AT X FACTORY. (REWIRED THIS LOCATION). (MIN. 31501 WM<ING (DES ZNI LOAD A.V3 47251 ULTIMATE LOAD.) o° GROUND ANCHCR SEE OTHER DETAILS FOR SIM ANGLE AND OTHER INSTALLATION NOTES FIGURE 2.1 SOLID HEADER (CROSSYEW ER) 3' X 3/4' (_ 1/2MUST BE LOCATED') FRONT VIEW CUT INTO I€ADEA FOR STRAP ATTACMUT. WTHIN S' OF PAIR (FACTORY CUT) OWES ;-BEALL ram SEE AD-rD-•02D0 FOR j SEE AD-M-C200 FOQ / RREEOURED THIS TAILS RADIUS CLIP DE-1ALS (IDCATION� I (REOL.'RED THIS LOCATTGH), I S.Wx, TIE-DowN MAP SEE OTHER DETAILS SIDE FOR TIE -DOWN STRAP SPECIMAT)OtNS GROUND ANCT,OR' SEE OTHER DETAIS FOR SIZE. A.NGiE AND OTHER USTALLATIOH NC -S. ,,.X XV�� FIGURE 2.2 NOTFS: 04hUR &PPROVAi: OAP.A APROVAL: I. sa AD-TD-OCLO FOR SPACING TABLES •k r . ;� j - - - 2. SEE AD-1D-0010 FOR OUANITY OF LDHC31UOK TIE-DOVN STRAFS RIOLhRED. � .p : v :; �•,-- '•• .f I SEE OTHER DETAILS FOR BLOCKING (PIER) WANTITY MD OTHER REOV..RENEHTS 4. SEE AD-TD-0001 FOR ADDfTiONAL REDURENENTS. � �`F 0 At Aj%cNoR BRACKET AND TT:-COTTN DEVICES ARE CERTIFIED BY OT1M J 38 LONGITUDINAL STRAP ATTACHMENT MICA AM CLAMP, IMANUFACURED BY I ENGINEERING, PART 159011 ,___ _....._FACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) TYPICAL LONGITUDINAL ANCHOR STRAP `7/ (FIELD INSTALLED) / / NOTES: DAPIA APPROVAL: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY 2. ALL -STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4" WDE TIN" AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 20. ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION 0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. I N C, FEW ALMANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS NOTICE: DRAWN BY. DATE: REV. LETTER; ' JACOBSEN HOMES THESE SPECInCATIONS AM DRAWINGS ARE M.T. 6-12-01 ORIGINAL, PROPRIETARY, AND CMRDERIAL. DRAWNG 11ILE: MATERIALS OF JACOBSEN MANUFACTURING LONGITUDINAL STRAP ATTACHMENT P.O. BOX 36B" ING SUCH MATERIALSARE PROVIDED To THE - SAFETY HARBOR, FLORIDA 34695 REOIIERT port FECM PORPDSE5 AND VUST BE DRAWING NUMBER: PHONE (727) 726-1136 NF31 COWDERDAL AND SLOV EROY OTHYR& AD- TO-0D16 39 ADDENDUM GT�g�s OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE i MIN. HIND ZONE II WAND ZONE III V FLOOR MR. on moo WIL OTY. urm t ��G O v WIDTH EA ENO OF EA SECTION mu YPL 0 EA END OF EA SECTION Alifif WL 0 10'-0' 2 44' 2 56' 12'-0' 2 57' 3 42' 3 38' 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. HIND ZONE II HIND ZONE III OO WIDTHFLOOR EAVE OVERHANG SPADRG x ANCHOR ANGLE SPACING DELOAD ICAREAD ANCHOR ANGLE 10'-0' 12' 4'-0' 31501 4D'-50' 4'-0' 3150j 40'-50' 12'-0' 12' 4'-0' 3DO01 40'-50' 4'-0' 31501 40'-50' IS-4' 12' 5'-3' 31501 40'-50' 4'-0' 30001 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE ` MIN. WIND ZONE it WIND ZONE III O� FLOOR WIDTHEA. MIN. OTT. ENO OF EA. SECTION ANDIOR ANGLE MIN. 0 MILL OTY. EA. END OF EA. SECTION Alm ANGLE UK 0 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. WAND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONC oa NEAD LOAD ANCHOR ANQE SPADNG OBL� AKIN MOLE 10'-0' 12' 4'-0' 31501 4D'-50' 2'-8' 31501 40'-50' 12'-0' 12' 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4' 12' 4'-0 3065,1 40'-50' 2'-8' 30001 40'-50' NOTES: 1. OFFSET SECTION WITH THE MARRIAGE LINE WALL WEND= BEYOND THE ENOWALL of THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE WITH THE TABLES ABOvTr THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T BE TIED DOYM W ACCORDANCE 1NTH THE NORMAL SPACING TABLES (AD-TD-0010). 2. SEE AO-M-0001 FOR ADDITIONAL REQUIREMENTS. 3. SEE AD-M-0021 FOR MA)OMUM PIER HEIa1T REQUIRED FOR THE LOADS TA8IAATEO ABOVE ENa` �� LavAbQ�0� A - Q GIST �A? � , ' Q� ; • • c� 'y .f. ,. - .. •'� GCS ' ,, �' '•!^� • •���� FED.RAL ,��i�F� ''•-.Ip:�' �(������ CONSTRUCTION s ,,. VAMED BY REVISED SEP 0 9 1 INC. MANUFACTURED HOME AND SAFETY STAND JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 m PHONE (813) 726-1138 NOTICE. 'RAJ,,,,, 11asE sPconuTnHSNs ANp wtAWiOS ARE CMCINA1, PROPKIARY. AM Wl8"'ML YAIMALS OF JACOBSEN MANI fACMIC PC. SUCH WATERKS AREFRONDED TO THE XOMI f0A SPECJIC tiAPM NO WST at ►171 CONWng APO 30rT FROM 00 M Erg R.R. oATE 8-27-96 REV. LETTER: B DRAWING TIRE: - OFFSET SPACING TABLES ORAWNG NUMBER: AD-TD-0020 16 toS. 40 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN 19THOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR MAXIMA H9GHT [. ANGLE ANGLE FIGURE 3-1 SEE FIGURR 6.0 FOR ALTERNATE TIE DDRN METHOD NOTES: 1. SEE AD-M-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). 2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE-OOVIN STRAPS REOUIRED. (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOMNG (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. 5. ZONE 2/EXPOSURE 'C': 44 MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' MADE MIN.) ZONE J/EXPOSURE 'C': 32' MAXIMUM HEIGHT ZONE 3/EXPOSURE V: 32' MAXIMUM HEIGHT (44' 0 24' WIDE WAIN) ITAELES ON ADTD-M DM APPLY TO THESE STMDARD NULTI-NEE SECIONS CF THE UNIT -SEE NOTE 1. AD-TD-O020) TIP. FLOOR SYSTTN-7 AHM ANGLE T1P. Um&_l_vj fftTl FIGURE 3.2 �i i9tldltL�glIBQ$� ALTERNATE TIE -DOWN METHOD ENQ 0 •O �i� DAPIA APPROVAL .� �. G S T No. Fo''?' APPROVED BYE ENE8703571 "I" FWEft 1Ut®NaE I' V ,�i�F • �/� AC �\ � w47nu?auvoyt[1Ysv►oNbO /ss�oiva�. JAC 0 B S E N HOMES DRAWINGS ARE NOrCK THESE SPECIFICATIONS AND DRAWI DRAWN BY: C.L.Y. DATE 5-11-95 REV. LETTER: „O ORIGINAL PROPRIETARY, AND CONFIDENTIAL UNTERIALS OF JACOM UMWACTM14G DRAWING TITLE FIG, 3.0, 3.1 & 3.2 A P.O. BOX 368 Dl_ SUOi NATERUIS ARE PROMDFD TO THE SAFETY HARBOR, WJST BE DRAMANG NUMBER: HONE (813) 726I01384695 �F� L AND SE'OSESfR"OY AD—TD-0021 41 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SNOWING TIE-GOWY SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION NOTES,'Cti(�APT1ROvlt1Q i�� 11((�� . `O ii DAPIA APPROVAL 1. SEE AD-TD-D020 FOR SPAC_Ni iASES (OFFSET SECTION ONLY).•�G\STE9� F2% No. o ': APPROVED BY WAI;tTr a LorlcxlUau TIE-Doltti STRAPS REouREn. = 2 (SEE *-M-0720 SECT ONLY) n1EE703571 1 5 3. SEE OTHER DUALS FOR BLMrgC (PIER) QUANTITY AND OTHER REDJR04NTS __ INC SIC T 4. SEE AD-TD-0001 FOR ADDITIONAL REOUMENTS 9Qj' : @ II ,e�"s,' ,�( N.Y' . � ' ew,i�uc+a.awmis�e•w1 JACOBSEN HOMES NOT7CE; ..11." 1KsE sKmu1m w MAN BY. , C.L.Y. DATE' 5-11-95 REV. EETTM men P.O. 90X J68 Duna w CKWAL PROPR7 O1. 00 ommanx YATF M3 OF JACCB9fTr YN"ACTURNG DRAUNG TITLL nCi. 4.0 ,• SAFETY HA.R=:XR. FLORIDA 34695 I+G 9" YAVAULS AK PON= 10 ntT Kww Fat 9'Lule Pjrm me mm K DRAWAG NUM PHONE (813) 726-1138 AYT 07KmrA w0 Km no Gun A0—T0-�022 42 ADDENDUM �QQgS UNIT TIE -DOWN SPACING TABLES''t ALTERNATE Q � ZONE II &III/EXP. C & D ` LONGITUDINAL TIE -DOWN SPACING TABLE MIN NAND ZONE II 1VIND ZONE Ill u1N. On. ANCHOR NIIL 0. ANCHOR FLOOR WIDTH ENO N. E. END OF ANGLE O� EA SECTION A. O WIN. A EA SECTION YIN. A 20 '-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 25'-4' 2 50' 2 67' 3 30' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 11 WIND ZONE III S'A[ITG � HEAD ANCHOR ANQE SPACING DEL HEAD LOADARC}KSR ANGLE WIDTH OVERHANG 26-0' 12' 4'-0' 36701 20' 4'4 3900# 20' 24'-0' 12' 4'-0' 37001 20' 4'-0' 39501 20' 25'-4' 12' 6'-8' 40001 15' 4'-0 39505 22' 26'-8' 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE i� MIN. WIND ZONE II WIND ZONE III uIH on ANO!DR YIN ANCHOR FLOOR WIDTH EA END EA ENDD OF ANGLE O� FA SEC11O N M01. m. A EA. SECTION YIN. A 20'-0' 2 50' N/A N/A 24'-0' 2 70. N/A N/A 25'-4' 3 42' N/A N/A 26'-8' N/A I N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING OBL. HEM ANCHOR ANGLE SPACNG DBL HEAD I ANCHOR ANGLE FLOOR SAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 4'-0' 40DOI 20' N/A N/A N/A 24'-0- 12' 4'-0' 4000E 24' N/A N/A N/A 25'4 12' 4'-0' 40DOI 26' N/A N/A N/A 26'-8' 12' 4'-0' 40DOI 27' ,,,,,,, , N/A N/A N/A NOTES: ENaR kO.' PVLOOc /�� DAPIA APPROVAL• 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. `, Qr ' G\S T 9 k FOF/fj _ - _ . 0. 2. SEE AD-TD-0031 FOR MMUUM PIER HEMT REWIRED FOR THE LOADS TABULATED EI\E8703571 ABOVL A- = i 3. 20 81DES -82' MAXIMUM I -BEAM SPACING ON.Y. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-DO31). � •., /� Ji4�N' • �C' `�� _ — . JACOBSEN HOMES NOnCF- �glrT 1NESE SPEE]nGAMNS AND DaANCS MCE T9BI,wN C.L.Y. DATE 6-13-95 REV. LETTER: °�'""G n ALT. SPACING TABLES ' YAMd ONALS a J'Ac M M ` ACMK P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 INC. SUN MATERIALS ARE PRONGED TO M F¢CPUrt rCR TECIX r1R M ADD NMI K oTmm ORAWWG NUMBER: AD-TD-0030 PHONE.(813) 726-1138 kvi rarrmTm Arm sEcWT rou 43 4,bp� RS�'I ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM(S) SEE NOTE 4 FOR UkwLY mwT FIGURE 5.0 4- L SEE FIGURE 1.1 FOR RECOMMENDED 12-DOiN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2� AUGER ANCHOR ITTTH A DESIGN LOAD (TORKING [DID) RATING OF 4,000 POUNDS AND AN ULTMTE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIYH.ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: 1. SEE AD-TD-ODOI FOR ADDITIONAL P.EOUIREUENTS Z. SEE OTHER DETAILS FOR BLOCTGNC (PIER) OUANTITY AND OTHER REOUIREMENIS 3. FOR FIGURE 5.0 SEE ALTERNATE T,E-DOWN SPACING TABLES (AD-TD-0030). 4. ZONE 2/EXPOSURE 'C•: 3X UAXUJM HEIGHT ZONE 2/EXPOSURE V: 27" MAIGMUM HEIGHT ZONE 3/ VOSURE 'C': 30' UAX'►WU HEIGHT ZONE 3AXPOSURE 'D': THIS APPUCA71ON IS NOT APPUCABLE. JACOBSEN HOMES ®® P.O. EOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WAND ZNTS AND IN BOTH EXPOSURE 'C' AND EXPOSURE b'. HOWIEVER. BY INSTALLNG THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAN THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TiE-DOWNS 74RJlPPRDVAL�t.. '•.__ OAPIA APPROVAL �- No y'c� i ENE9?03r,%T F � NOTICE " 1, l T' • ORAWN BY: THESE SPEOFlCATIONS AND ORAMNCS ARE C.L.Y. ORiONAL. PROPRTEURY. A" COOIDEN71AL DRAING TITLE: LIATTRIAIS OF JACOBSEN UAHUFACTMNC Dr- S1CH NA1EUS An PRW= TO THE RECP[NT roR SPEOFWC Pi.RPm AND N15T BE DRAWING NUMBER )UT CDWWTIAL AM SEC+RT mw 01mm 777. 1 .. DATE 6-13-95 TERREV. LET: FIG. 5.0 AD-TD-0031 44 ADDENDUM � � ALT. OFFSET UNIT TIE -DOWN SPACING TABLES ��'� �N 6 Q� 0 ZONE II & III/EXT. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN, WIND ZONE II WIND ZONE III MIN. OTY. CA END OF to gcnoN ANCHOR MIN. IN. a MIN. OTT. EA END Eti s>:ctClcN - ANCHOR E uiklx. e Q U1� FLOOR �DTH �S 4o 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 53' 254 2 1 45 2 58' 26'-8' 2 r74k 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 HEAD 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* 40001 20'-30' 4'-0' 4000# 20`-30' 254 12' 4'-0' 40001 20'-30' 4'-0' 4000# 20'-30' 26'-8' 12' 4'-0' 4000/ 20'-30' 4'-0' 4000# 25'-30- LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. on ANCHOR UHL OTT. ANCHOR v FLOOR WIDTH EA. END It A. EN EA. OF EA SECTION K. YIN. 0 EA. SECTION YINK.. 6 ^ 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' 25'-4' 2 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II HIND ZONE III SPACING DBL HEAD LOAD ANCHOR MGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0* 12. N/A N/A N/A N/A N/A N/A 24'-0* 12" 3'-8' 40001 20'-30' 2'-8' 4000# 20'-30' 254 12' 4'-0" 40001 25'-30' S-2' 40001 1s -30' 26'-8* 12" 4'-0' 40001 25'-30' S-2' 4000# 25'-30' NOTES: ENGINEER A�ffiWWRIHTTT11�A DAPIA APPROVAL• 1. OFFSET SECTION MIN MARRIAGE �`��..� C Do"""", :. �O '•,, PPROVED BY THE LINE WALL EICIENCIM BEYOND THE ENDWALL Of THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE •• �\a . ., Z `�0: 't�G�S� E9F Fy '; VATH THE TABLES ABOVE THE SIDEWPALI SIDE AND THE ADJACENT SECTION(S) ARE TO Q` IN O im 1 4 BE TIED DOWN IN ACCORDANCE NTH THE ALT. SPACING TABLES (AD-TD-0030). � E r�� Z SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. = ST " SLvoqm 3. SEE AD-TD-0033 FOR MAXWUM PIER HEIGHT REORRED FOR THE LOADS TABULATED /�,/� '•��� ABOVE �+'►�' �.•�'� n`; JACOBSEN HOMES THESE sgEancw O C.-F-auwH,cs',41c r •fi���`` C.L.Y. DATE: 5-30-95 REV. LETTER: DRAWING TITLE ALT. SPACING TABLES P.O. BOX 368 MaGNAL, PRWKTARY, AW Ctatfl0EM114 U1,11MALS OF JACOBSEN MMAACTLTM Opp SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 YHG SLK H MATERMLS ARE PROVW TO ME XCIPW FOR !PECn[ PJMM MO UM K PVT cmmcNTUI me SECRCT 1Rm 0-Irm DRAWING NUMBER: AD-TD-0032 45 15 pot ►4 t1OPP� -��s )� ADDENDUM LC 5 0.. . TCub OQ5 R v� ��c� L` ALTERNATE �000 TIE —DOWN SYSTEM TYP. CROSS SECTION(S) SHOWING TIEDOWNS ANGLE AN3E FIGURE 6.0 SEE FIGURE 11 FOR RECOMMENDED TIE-DOTfN 11MOD SEE NOTE 5 FOR MAIOIAAI m "T (USES ON AD-TD-0Ol21>4M APPLY TO rAm STmwx YLLB-mm SECIOb OF 1BE UMT -SEE NOTE 1, AD-1D-CW?.] TYP. FLOOR STST01—, AHM MU moo ANGLE FIGURE 6.1 SER FIGURE 12 FOR RBCOMME M TIE-DORN MET80D IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS EIEN USING THIS TIE-DOIRI CDNFIGURATIOR A SnU CREST PRODUCTS MODEL 573H (TYPE 2). AUGIIi ANCHOR TITH A DtsICR IAAD Xll0 IG IAdD) RATING OF 4.000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQNBYI.ANT ANCHOR MEETING THE ABOVE SPECQ1CA110N5 MADE BY ANOTHER MANUFACTURER MAY BE USED IN IGLU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE ME -DOWN METHODS SHOMH ABOVE ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-0001 FOR ADDITIONAL RE000TEMENiS. ALL 010 ZONES AND N BOTH DPMM 'C' AND EXPOSURE '0', NWVER. By INSTALLING THE FRAk PE -WAN STRAPS AT TIE 'OUTBOARD' I -BEAU THE MAX 2. SEE OTHER DETAILS FOR BLWONG (PIER) OUANTITY AND OTHER REWIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR TEE 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-00201 RECOMMENDED 1ETIMS FOR INSTAUNG FRAME TE-DOWNS, 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). ENGINEER "" DAPIA APPROVAL: 5. ZONE 2/EMPOSU(ALSO SEE REV.- 320 z MAXWM HEXMT ��C. Dp ',•% PPROVED BY ZONE 2/t*OSURE V. 24' MAIOMUM NE)ONT G�S7ER�t;O�j�/ ZONE 3/EWOSURE 'C': 2C MAWU HEIGHT QQ No. � ZONE 3/E*OSURE '0': 28' MAXIMUM HEIGHT = §!NE87Rs7l JUd 1 5 10 -• = INC. STZATr-, IN A JACOBSEN HOMES NOTTN V aRA DATE-REV.IETTEit nN:sE srcollr�tloNs AND atAWlMfiS AKI' Nf 1jjjjl" C.L.Y. 5-30-95 ORIONAL PROPRIETA". AW COIYL[IITIAL DRAWING YTITIL YATTTOALS OF 4ACOISEN ANUfACM.ANG P.O.80X 368 Hc. IKH MATE1tlPLS AK TO THE FIG. 6.0 aC 6.1 SAFETY HARBOR, FLORIDA 34695 KCIP04 FOR ST;N34 PJK0 00 WO N DRAWING NUMBER: PHONE (813) 726-1138 ICYT CWWTIAL A?O SEOV ►NOW OINLRS. AD—M-0033 46 ADDENDUM ALTERNATE TIE -DOWN SPACING TABLES ZONE II & III/El'P. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN W,ND ZONE it WIND ZONE III ANCHOR wo+oR FLOOR WIDTHEA. EA. END OF ANGLE EA. END OF ANU SECTION YfN, 8 fA SECTON YIN. 8 12'-0' 2 43' 2 55' 2 50, 2 68' 13'-4' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. HIND ZONE II WIND ZONE III SPACING DBIL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH SAVE OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 39001 22' 13'-4' 1 6' 1 5-4' 38501 25' 1 54 39601 30, THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE MIN, WIND ZONE If WIND ZONE III YIN. OTT. ANCHOR YIN. OTT. ANCHOR FLOOR WIDTH Ell ENDSEC OF Ell Ell END OF LE EA gcno►1 irk rk El. R. MR. TAIL e 12'-0' 2 64' 3 41' 12'_0' 3 37' 4 33, 13'4 3 42' 3 55' 13'-4' 4 30' 4 38, 'VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DE- HEAD LOAD ANCHOR ME SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 39501 25' 2'-8' 39301 20' 13'-4' 1 6" 4'-0' 39601 25' 2'-8' 4000# 30, THIS ALTERNATE APPLICATION REQUIRES,,,,4F,00 POUND ANCHORS If- NOTES- ENOIlEkeL% PRqD,L Q 11, DAPIA APPROVAL 1. SEE AD-TD-0001 FOR ADDITIONAL REOUMENTs c'��i �'; �'•, APPROVED BY 2. SEE AD-TD-0036 FOR MAXIMUM PIER HEIGHTS REMO FOR THE LOADS OIA TAKU70 AgpME, N 0. _ ENES703571 _ 1 5 7N191 3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. = IN 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MA)M M SIDE �0''•, / 6 9 '• '�'F �...N'••V\�` '�'�'� wa>ncr�ANos OVERHANG (6' OVERHANG MAX EACH SIDE OF UNITS J AC 0 B S E N HOMES 1NESF sPErdluTTIMS um DRATANCS rr; pT1 }M C.L.Y.' GATE 5-30-95 REV. LETTER P.O. 80X 368 Nor MONAL PROPPoLTART. AND CONrwL m YATMALS OF JACM%X YANUFACIUMNC TO THE DRAWNG TIRE'ALT. SPACING TABLES A SAFETY HARBOR. HONE (813) 7226-1138 34695 W_ SUCH IIATCWALS ARC PRONGED RFT Cover rm taMO SEa stow o 5� DRAWING NUMBER AD-TD-0040 47 A�p�p�S �poo� RtQ� ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS MOLE mu FIGURE 7.0 SEE MURE LS FOR RECOMMENDED TIE-DOTTN METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR U NN HIM THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS INIEN USING IRIS M-DOME- COWIGUR►MN A MU CREST PRODUCTS YODEL 57SR (TYPE 21 AUGER ANCHOR ilia! A DIMGM MAD (VORME IDAD) RATING OF 4,000 POUNDS AND AN ULTILATE TOAD RATING OF 6,000 POUNDS MUSF BE USED. AN EQUIVIANT ANCHOR N¢EI1NC Tilt ABOVE SPDCIICATIONS MADE BY ANOTHER YANUFAN.IURBR MAY BE USED IN IZU OF THE STYLE CREST PRODUCTS Mot NOTES: I. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. 2 SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-1D-0035). 4. ZONE 2/EXPOSURE 'C: 38' MAXIMUM HEIGHT ZONE 2/EVOSURE TY: 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 28• MA)MV HEIGHT ZONE 3/EXPOSURE '0': 28' MAXIMUM HDGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL WND ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE V, HOt'IEVER• BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-BEAM THE NAIL HEIGHT OFF 11E GROUND IS GREATLY M)UCED. SEE OTHER DETARS FOR THE RECOMMENDED METHODS FOR NSTkuK FRAME TE-DOWNS. STE** N0710E: 'Zllit 11111►'�� TIESE SPEOU1CAMIS AM DR MMR AALE C.L.Y. cm-- i+11(>PN£iARY, AIO NbIFLp1TW ORAWNG TITLE- MATMgS OF J&CWZN MANIXACTUM NL M MAIDUS ARE PRDVM TO TK REIpDR Fa 9'Ef=IC RFPOSES AO HAT i DRAWING NUMBER IOPI CCM0011U1 ANI SENT MUM OWEIQ APPROVED BY IN A `5 Ift1G 1,..- .....c;VQD10[ ca,�.... wwclynva'q 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 '8' SEE DETAIL DETAIL 'A' IUCKLE WITH 3150$ Y MINIMUM (DESIGN LOAD) DETAIL I -BEAM LL DOWN TIGHT TO DUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR i SIMILAR DEVICE TO PRTECT STRAP AT ALL SHARP CORNERS. DETAIL `C' TYPE OF PROTECTION MAY BE USED FOR �N.AT LONGITUDINAL TIE CONNECTIONS ALSO. sT �i DANA APPROVAL: NOTES: No. RFC 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT Z 910334 APPROVED PY AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. -• — 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS "p = STATE OF WHERE THE ANCHORING SYSTEM REQUIRES THE USE : �p OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ''�i���' IP`�' ��`�N I P ►yV{UfACft1REDHDR4E LS�ON NE D AND R fiED OTHERS NOV 24 1998 JACOBSEN HOMES NOTICE THESE SPEanCATMS AND DRAWNCS &RE CRaruL PROWTARY, AND CONMEHTiAL UKAWNN bT: M.T. UA IC 11-18-98 KLY. LLI IL DRAWNG TITLE ®® P.O. Box 368 ►IATERAS OF JACOBSEN MAAVFACTURNC MISC. TIE -DOWN SAFETY HARBOR, 'FLORIDA 34645 INC. R XH 4ATE1NIALS ARE PRONGED TO DE BE DRAri1NC NUI{BER: PHONE (813) 726-1138 KKEEPTTCCOS�ML MD � OTT AD-TD-0050 4w ADDENDUM NORMAL TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D �� 0 i LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II 1HND ZONE III FLOOR Y.O OTT ANCHOR s� WIDTH A. ) EA. END of EA. s[cTwn MGLE ANOIE UK B EA DO OF k u sEcnaN mu ANOiE ua. e 3 40 3 25 �Q l�y0a VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE lU FLOOR WIDTH EAVE OVERHANG SPACING DSL HEAD LolaA90 IwGE SPACING LOAD mom INQE 3T-8' 6' C-9' 31501 41-46 5'-5' 315DJ 44-49 LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE 0 WIND ZONE GI 0 s� FLOOR WIDTH OTY. IL END OF fA SECT" ANOLE MOLE ua. e A.N oil EA. END OF u SECTION ANCHOR MGIE ALE KEll 1iPL e 30'-8' 4 42 4 25 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX HIND ZONE 0 WIND ZONE IG FLOOR WIDTH EAVE OVERHANG SPACING D& HEAD LOAD AN° mar SPACING OBL� AHaiDR MaE 30'-8' 6' 4'-6- 31501 46-50 31501 49-52 VANDZONE III (I 10 MPH) 20 PSF ROOF 10 PSF D.L REF. ckcl G �� - ol4•G/_ l�� W / `�11{1i1111111Ty/, NOTES: 1. SEE FULL ADDENOW FOR ADDITIONAL REOUIREMENTS �� , . �,F` V�•' G\STFR Q� No. DAPu rlaPRolrA 0 APPROVED BY 2. SEE 10-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE 910334 oee • �' _N _0 STATE Of:, ',O�'' O �T •.. .: . na wrvwnucoarE INC. coamaoiwourst►ssuaAos JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 3�695 REPHONE (727) 726-1138 NOTIC xsE SKOXATIOCS AID 0RA'AM Am GRIP"AL. PROPFtlElW AM oopmNTIk MATERIALS OF JACOMN U "urAcTuNc W_ 91T21 "AIMALS ARE 1R0+ V 10 rAE api coopD m mm YoLI Moe ormm ATM BY. M.T. DATE: 2-8-99 REV. IEUM DRATNNC TITLE: NORM. SPACING TABLES DRAh1NG NUMBER: AD-TO-0070 50 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SNOWING TIEDOWNS SET mNm HEA 6 fN E�ROI OF HOMEI(TVj TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGURE 20 FOR ALTERNATE W-DDIN 10HOD 1' 1\I V l�u 1 V.1 SEE FIGURE 50 FOR ALTE3t ( E M-DOWN KMOD NOTES: 1. SEE AD-TD-0070 FOR SPAC>niC TABLES. 2. SEE AD-TD-0070 FOR QUMITY OF LONGITUDIAL TIE -DOWN STRAPS REOURED. 3. SEE OTHER DETAILS FOR EILOCXfFTG (PER) QUANTITY AND OTHER REW FaENTS. 4. SEE fULL. ADDENDUM FOR ADOE110NAL REWRE MENTS. 5. ZONE 2JEW09M V: 56' MAXIMUM HEIGHT ZONE 2/DP05URE V: 40' MAMMUM HEIGHT ZONE 3/0PORK V: 56' M4111UM HEIGHT ZONE 3/0POSURE V.- 40' MAAMUM HEIGHT tllHrrrr,_. No. Fa i 910334 7� pos -o STATE OF ; �W J AC O B S E N HOMES wsc SPEC>F1CA➢p1S A1D DRA%fNfS ARE OfECIMAL PKPRETARr, AND COM MTUL P.D. BOX 368 MATMALS OF lACOM MANUFACMNG Ift 5" MAMIIAtS ARE PROM TO THE 1 SAFETY HARBOR, FLORIDA 34695 RECPtm FDR SIT= PLUS AM Must 9E PHONE (727) 726-1138 KEPT C06DOM& AMO SECRET FROM 07HEM 13 SEE NOTE 5 FOR MAX" mf:If N MANNONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY l.NflINC. FEoEart YwocPAon0* CMSTM c+uMAWSOM SENOM 1" is 6 _40i IA' TE: M.T. A3-1-99 FIGURES 10.0 AND 10.1 AD-TD-0071 51 ADDENDUM v� �g c� WN SPACING TABLES �s NORMAL TIE -DO stt ZONE II & III/EXP. C & D 10' / LONGITUDINAL TIE -DOWN SPACING TABLE MIN. FLOOR WIND ZONE n WIND ZONE BI wx DTti ANGLER INN. AN �O WIDTH u SEC CIF EA SECTION Grol e K IDOTY.O EA, SEC of u SECTaN ANGLE ANRE � e 15-4' 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE If WIND ZONE 10 FLOOR WIDTH EAVE OVERHANG SPACIFr DBL Ft�1TJ Lola MNW &3LE SPAONG � LOAD MOOR ANGLE 154 6' EACH SIDE 6,-10' 3150# 40-46 5-6' 31W 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE �0 MIN. VAND ZONE 0 WIND ZONE III FLOOR WIDTH ua. OTT EA ENO OF EA SECTION A ANGLE GlE UK D NDL ID EA DID OF [A SECTION ANANCHORR ANGLE HDL 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX. EAVE OYERHAaG WIND ZONE B WIND ZONE III �ACI"� D9L PVD LOAD 1 L ANGLE SPACING NEW D oo AN OR ANGLE 154 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50 WNDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS. c w A - j 2. �/l - %2 , l(j tlllllilrt NOTES: I. SEE FULL ADDENDUU FOR ADDITONAL REOUIREMENTS. 2. SEE AD-TD-007J FOR uA70Lr•,1u PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE J. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEwALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 184' F LOM WIDTHS V47H 95 1 f 2' I -BEAN SPACING, 96• NAJODUM SIOEwALL HEIGHT AND 6 uAXIuUM SIDE OVERHANG (6. OVERHANG MAX EACH SIDE OF UMT). ENaI py r��,t�,, ���� COP• �,\STERF�'YY•!` i No. o •. - 910334 = '. STATE OF � �� ••, p.; • �� �� !� ,�' ' • Q \ ��� i DAPIA APPROVAL•MM APPROVED BY ANC. rtIx°uErwAstlrtaTaE JACOBSEN HOMES 54F BOX J68 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-IIM NOTI TTIT THEst srEonunoHs aro oRAwxcs AKM.T. ORIMAL PROPWETARY, —0 corwENnAt uA1ERIALS of lACOB9N uANurACniRD10 W- 9/CH uATERIµ$ ARE PROVIDED TO THE REOVXT ECR 7ern0 %itPOSLS "NusT GE ►EPT COinDENnuy AN0 SECRET rRom OTAX it BY: DATE: 2-8-99 REV. LETTER DRAWING TITLE:P.O. NORM. SPACING TABLES ' DRAWING NUMBER: AD—TD-0072 rn TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING -TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE 7IE-D05`N HEPHOD SEE HOSE 5 FOR MAAM N HXHT ANGLE 6T "S FIGURE 10. WINOZONE III OF HOME (TTP.) 110 MPH SEE FIGURE 7.0 FOR ALTERNATE M-DOWN IrEI`HOD 20 PSF ROOF 10 PSF D.L REF. tea. c pi _ 9 2. a l- 9 z• lb _ ..1\111111111111/fL. NOTES. 1. SEE AD-TD-0072 FOR SPACK TABLES AND NOTES. 2. SEE AD-TD-OO72 FOR OUANITY OF LONQTUDIAL TE-DONt4 STRAPS REWIRED. 3. SEE OTHER DETAILS FOR BLOCKRIG (PIER) QUANTITY AND OTHER REOUif€MENTS. 4. SEE RXL ADDENIXN FOR ADDITIONAL REQUIREMENTS 5. ZONE 2/EXFOSURE 'C: 56' MAXIMUM HEIGHT ZONE 2/EXPOSLIRE V: 56' MAMIAM HEIGHT ZONE 3/0POSURE V: 56' MAXIMUM HEIGHT ZONE 3/EXPOSURE b': 56' MAXIMUM HUGHT JACOBSEN HOMES WSE SKWC'n"MS`AND M04 AE CROHR. PROPRIETARY. Attu O04MTIAL Ellmll P.O. BOX 368 MATERIALS OF 44COOSEN MANU9ACTURING ®, DD SAFETY HARBOR, FLORIDA 34695 @IC SUCH MATETBALS ARE PROVW TO TFf R£CRENT FER TE= FV8M AM 1= IE PHONE (727) 726-1138 PM CONFiOENTUI ANO SEW FROM OI M DAPIA M.T. I - 3-1-99 nn.e. FIGURES 10.2 AND .10.3 NUMBER AD-TD-0073 53 ADDENDUM �5 OFFSET UNIT TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (�1 MIN. WIND ZONE I WINO ZONE I FLOOR WIL OTY. mm MIK OR mm �r MOMOTH� OF EA oo OF ma fA SECTION L tat. B FA SECITON MIN. 8 0 12'-0' 3 41' 3 61' 13'-4' 2 54' 3 41' 154 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. IMND ZONE A WINO ZONE II ton + " SPADHG � AHOHOR ANGif WIDTTHH OVERHANG 12'-0' 12" 5'-0' 31501 40' 4'-O' 31501 39' 13'4 12' 5-0' 31501 4T' 4'-0' 30001 40' 15-4' 12' 5'-0' 31501 43' 4'-0' 30101 L 42' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WINO ZONE I WINO ZOW 11 FLOOR WL OTY. MD OR MIK QTr. AMOR �r WIDTH FAaD FA OF ANGLE 0 V FA SECTIOO N Irl A EA SfCBON SE W. 9 12'-0' 4 45' 4 60' 114 3 45' 3 60' 15'-4' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. VW ZONE I ww ZONE IN �� LN ro sr�n Lm tgNTH RA OV HK 12'4 if 4'-0' 3150E 40' S-0' 30001 x IS-4" 12' 4'-0' 30651 41' 3'4 3=/ 39' 15-4' If 4'-0'W651 43' S-T 30001 41' NOTES: �6 -CST I,GS, C- S� - �6 �O!- 16 , I L DOW t � ' +s,,Rff. cuts(C - v - 1 7.0 - •. .+ • �. D 1. OFFSET SECTION NTH THE MARRIAGE LYE WALL EXTTNDIIG BEYOND THE ENDWA L OF ♦�'`G4��.. • •• • ••O�Q +s THE ADlACEIIT SECTION "BE TIED DOWN AT THE MANAGE LYE IN ACCORDANCE -� �'(1FICgT'• 'L+��'� ! 7r p ffMtD BY G :N N+ITIT TIff TABLES ABM THE MEWL SIDE AND THE ADJACENT SECWKS) ARE TO o BE TIED DOWN IN ACCORDANCE NiTH THE NORMAL SPACING TABLES (SEE AI-111-0010 ' JUN FOR 12'-W !t IS-4• WDES, AND AD-M-0070 FOR. 154°-NHDIES� 2 SEE AD-HD-0001 FOR ADDITHONAL REULNMOTS. * STa >�F: I ^ I C J. SEE AD-iD-0081 FOR MAS M PER HMT REWIRED FOR THE LOADS T ULATTD •-•,loR10P-• (�j ABOVE. ��4': ••.......• IMANURCRIM)HOME JACOBSEN HOMES REV NOMM > saEa > '�` T 6-8-04mmsoom=GKAL• P.o, eox asa PaoPR�TA�r, ATHE JWMA7DRAVANG 1/1°°"s " GfFSET SPACING TABLES11C.suol ®® ONE (27) 7C0ID;� 95 NAITRAIS AESAFEP PANO W1OOROMAlLNOuu x AD-TD-OM 54 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG IIE-DOWN SPACINGS- FIGURE 11.0 SIR Y[ M 4.0 MR 9=UlE SB-D0VK 1D:t80D TYP. CROSS SECTION(S) SHOWING TI DOWNS SEE ME 5 FOR "om 11w [TARES ON AD-10-= II4JlQI AFPI.Y ID MN SFMOM iLLa-ME Sf1;M OF K MIT -SM 110E k M-TO-OOMI TIP. FLOOR SYSIFIt—, >i 1--- mcm AIL?al —I >• E— M WOR ma ANO1E ANFiE �6 � � C fl l.Gti �H: • FIGURE 11.1 SM YM M &0 YOB AL50tNATB SE—DOMB sm TIP. AMM MtaE--•H R F. - 19 C.oI FIGURE 11.2 17,08 GJ YOB 16TBBM S&--DODti 1MD NOTES: " ;- ' ,7v'w 7,u 1' �'••1 ' c► '• �,a PPROVED BY 1. SEE ADm-0080 FOR SPAM TABLES (WSET SEM ONL1J ° ,., : C'sFi • C 2. SEE AD -TO- = FOR QUANTY OF LONG MAL TE-DOMM STRAPS REUURED.� •!� (OFTSET SECTtOw OFLY) 0. 004548 e J V t4 I SEE OTHER DUALS FOR OLWMG (PIER) QUANTITY MEl OMREEM VENTS. ;' 4. SEE AO-TD-0001 FOR AODITKNAL REQUiUINTS. INC. S. ZONE- 2/0POSlK 'C: 4e MAWN HWfT ZONE 2/EIOPMX V. 40' MAMM HWff-36' FOR 12'-0' WIDEL"TS 9 ��•� OF 4 " r .• �� �, H31� P .0 ti��� ERAL NUFACTUREI) HOME TRUCTIONAND SAFETY STANDARDS ZOW 3/E1�SUttE V. 4W MMUM HUGHi �D': �p ��ti ' •..... • �'r����o° o�n ZONE 3/EXFOSIGE 40° MA760tUM HHT $�� [ r r.� �t J.AOOBSEN HOMES .! xOTYCm AM AAR£ Tt� STEf*1CJO�PISA* osArm�s ARANw. M.T. DATE S-8-04 REV. LETTER DRAWA TITLE: FIG. 11.0. 11.1 & 11.2 P.O. BOX 3se 0INKA . FiRO-RUMY. AND COt61Dt7 UL nuTE W OF JACOesE1L MAR FACFU M A SAFELY HARBOR, FLORMA 34595 PHONE (727) 726-1138 IIC SDON rAUFM AM i 10 T►E KOMt FOR etc PURPOSES NO MUST IF lVt Odf10EJi & M ME FROM OHM DRAY" NLWO: AO-TD-0081 ADDENDUM ALTERNATE 'OFFSET UNIT TIE- DOWN SYSTEM �a'!'`�= =Ili II L0-T6-OOEO WE I WX ' PER JD-TD-M70 lId! OFFSET sEclim or L"r OR AD-ID-WI0 7ANX FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: 1. SEE AD-ID-0080 FOR SPACING TABLES (OFFSET SECTION ONLY 2. SEE AD-TD-OO80 FOR OUANIT1r OF LONaTODIAL TIE-DDvm STRAPS R(Oum. (WSET SECTION ONLY) S. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AO-TO-0001 FOR AOOMONAL REOUIREAAWS. PER AD-ID-O070 TABLE PER AD-TD-0070 WE MAX OR AD-ID-O010 TABLE OR AD-1 OMO IAE (5EE G�l�GS, �G, c- su- 16,0- 16.�z SECTION No. O'•. 910334 woes STA T ► QF r w jil ; Ilia®v� `Plk. Mit-i'_•FASTEIAM Pif"! .: SIRUG1I NAND`JAE'CITS 1:!S JACOBSEN HOMES XSESPECIEICA�4E DRAM" ARE oRaa�oBY, R.R. GATE. 5-9-01 REV. LETTER: ONXINAL PRO?RSTARV. Am Makmilk DRAWING TITLE: a WERIALS OF lACOM UNWACItMG P.O. BOX 368 FIG. 12.0 SA.FEIY HARBOR, FLORIDA 34695 A f R SF[C LS ARE t no To BE AEcwEr:+T T&@ �wTC 1�F8'0$S no Lust � DRA1YiNC NUlIBER: PRONE (727) 726-1138 avt Cw: MDML AC %WEI MW ODM AD--M-0082 ADDENDUM 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES 1�0 ZONE II&IIIEXP.C&D LONGIT INAL TIE -DOWN SPACING TABLE �rl N WIND ZONE N WIND ZONE I FLOOR IK on mom M K on MNQiO}t W1D1H EA EN W 9mo i mu WL e R N OF Ell sm Mal WL 9 r� 26 '-8' 3 42' 3 53' �j 36-T 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN i SPACING TABLE WK MAX. WIND ZONE 1 WINO ZONE I SP LW MM AWU SPA= WL WA AD AlI m maf WIDTH OVERHANG EAW 26'-8' 6' 6'-80 31501 40'-50' 5-40 31501 40=5(' 30'-8' 6' 6'4 31501 4T-50' V 5-4' 31501 4T-50' LONGITI$INAL TIE -DOWN SPACING TABLE NiN, i XT ZONE 9 WIND ZONE 91 FLOOR Af mu MK aTti EA. W OF MaICR ANQE WIDTHrEE00"y1i Cta 11a1 0 EA. S'"M 14L D z6'_Ff ; 4 41• 4 5r 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE M K NA)L WIND ZONE I ININD ZONE N Lob APAAf�t Ma�AC496 Lm AMU ma FLOOR WIDTH EAW OVERHANG 26'-82 6' 5'-4' 31501 40"-50' 4'-T 31501 40 -45' 30'-8' 6' 1 5-4' 31501 44 -50' I 4 -T 3150/ 40 -45' IMNDZONE m (110 YPH) 20 PSF ROOF 10 PSF D.L RBF. CALM \\\,\%\\8182r.,. NOTES EN !L• - : i ;`�0,�,;j►Ficq;;. DAKA APPRDVAL- APPROVED BY I. SEE HILL AODQiIINI FOR M010A . REaUI U MTS ,•' Ci •9 No. JQ45484 2 SM AD-m-M FOR MAMM PIER HE1 M R OWED FOR THE LOADS TAEIIIAH PSME. ��'�'•�� rC0R14A . !` '� �,o,�s%��'D.•••• �Gx�. ♦dj RED �!\'`6t. FEDERAL MANUFACTURED HOME CONSTRUCT IONANDDeSAFEPisTANOAF,US { frp 7 -no npli4 JACOBSEN HOMES IWX SKMCAVi�fl s NO MA B NZDRA1t1 Or M.L DATE 07-20-04 REIt � DRAUNG UAL- 10T HO S OEWALL SPACING TABLES P.O. 86X 368 EmuSAFETY UO MM- RM"VASY, AM MWOM& UATOMS OF AUXOSM HNtfXPJW w_ sm vAlmms AK P D is w DRABNG MMM AD-TD-0083 HARBOR, FLORIDk 34695 PHONE (727) 726-1138 �rt F01 VMM nt ash 0: w" gnu AID SEXV fm owm 57 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS M RI Aft-TD-9010 TAIL ftR W-D-w0 DARE ru AD-D-wo Imm wl xj_sll iu INXL ru nrn-9m uac im TYPICAL CROSS SECION I I SHOWING TIE)OWNS IV. RM STM Now R E gr AMfm HEAD FIGURE 10.0 FIGURE 10.1 MOO A19E SEE NOW 5 Rill ,� HiA1vIl11 H,orr MAlDZONE 0 (110 uPt1) 20 PSF ROOF 10 PSF D.!_ OTES. 1. SEE A6-ID-M FOR SPMVK TA9E1 �� G�Q`�IF • . '•�� APPROVED BY 2 SEE AD-TD- = FOR QUA ITY OF LaH( PJM& 1E-OM STRAPS REQUIRED � � 1 SEE OTHER DETALS FOR &OWNG (PER) OUAM71TY AHD OTHER REQURflENTS. 4. SEE FULL AOOF M FOR ADDITIONAL REQUIREMENTS _Irl FPINC. 5. ZaE 2/01POWK W: W YAIIYUY HEIGHT ZONE 2/EI+PestllE b�: 27' MAXBIUY HEIGHT �� � � � fJ,4 QA 5. • HOME ZONE J/b fiHE V. 3r MAAMW HEIGHT ZONE J/b 11RE b': 32' MAX" f#]tG1T�• • C o � �.� � �%� '+•,r � d N�� FEDERA.. MANUFACTURED GOHsTRIIcl"Aws*EIYG1kv)AHis 6. ALL SPEQFTt:ATipIS PX &M ON N ROOF N OE M0_ t 5 JACOBSEN HOMES DM Houma ME �rm ': M.T. DATE. 07-20-04 REV. ` DRMHMC 711E6a FIGURES 10.0 AND 10.1 P.O. BOX 368 OMM A . tRaPar MY MW QORRMU Al "'4t ms of � %mm NmrA`Rmc SAFETY HARBOR. FLORIOA 34695 N_ so MAM%4S AHE Pt(M 10 THE BEM tat 9Mi Ptff MO NU K DRAMM6 !fU PHONE (727) 726-1138 107 o0i7iNIAL Alb SIM RIM 011I11S AD-1D-0084 58 ADDENDUM 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES �� 0 ZONE II & III/EXP.. C & D LONGITUDINAL TIE —DOWN SPACING TABLE �+' ►�N, ft zK 1 16 ZONE 11 FLOOR • YPL an AHCf10R yx am mm TM El EN CF ARE FA 801E ma EA. SM= Ill 0 EA. SECTM RL 8 214 2 5T 3 4Y 24'-0' 2 62' 1 3 45' _ VERTICAL TIE —DOWN FRAME' TIE —DOWN SPRIN TABLE 1GH VAX - VAND ZONE 1 WIND ZONE 11 FLOOR MOTH EAVE OVERHANG SPA= Col. WA LOAD momME SPA= OL FEAR LOAD Awm mal 2Y-r 6'. 6'-8' 3150E 49' v-4' 31501. 45' 24'-0' 6' 6'-8' . 3150f 49' V- 4' 3150 45' LONGITUDINAL'TIE-DOWN SPACING TABLE t n MIN. WIFE ZONE 1 WO ZONE W v FLOOR WL otr. mm part on mm YMTM EA. fA 00 0' mu �t U E. X UK o EA. S[cAui VOL p 23'-4' 3 48' 4 43' O 24'-0' 3 57 4 AT VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE WH. VAX WHO ZX 1 WWO ZONE 16 SPA= IDA� mm WE SPAM IL im Lm ARo+oR mae FLOOR WDTHH EAW OVERHANG 2S-C 6' 6-4' 31ml 47 4'-0' 31501 43' 24'-0' 6' S-4' 31501 47' 4'-0' 3150 4T lOr MAX SIDEWALL HOW WINDZONE R/IR (110 MPH) ` 20 PSF RODF 10 PSF O.L. Rff. CALM ' 'ttttti!!!!lFlP.i. NOTES: o•; .- i�F:d'• DAM APPROVAL: BY 1. Sa FNLL ADOEIWUY FOR AMMOM REOUsiEilD(M ocii '9 ��;; +� APPROVED 00oll ON 2. SEE AD-m-OOb6 tot YAmw IV REIL O REWIRED FOR 1HE LO % ��• ��i '• . 13,2006 u Arm A80YL. s w LNG. • y STATE • �, `� •'LOt{ti01;;''<<L V rt:D6tAl IMIUFAC7UiD Igtf � SfRIK710:I ArosAft'tT STANDARDS • HOMES IiOYLCE t�It THESE aPEnWWSAM oRAl�xz A� BT: IfJACOBSEN R.R. 11-28-06 DAAWtC ATLi 108' HIGH SIDEWALL SPACING TAIL P.a box 363 - CRIGtN"6 PKWM .% AW oas>D m MAIDWS Of &COtTSER WA►al<XW MC NC XXK uAWKAS Arc nWADED TO sE SAFETY HARBOR, FLORIDA 34695 P► ONE (727) 7zs-113a lez w not srtrlC rUlw Am aw It mut Pat umo . roe sa I rtwtt t� mm ORAW4 MAWElt AD-TO-0085 59 ADDENDUM TIE -DOWN SYSTEM mcAL sm aEVAlION SHOMRMG X-DOX+N SPACINGS. TYPICAL CROSS SECTION SHOWING nEDOWNS Or FIGURE 10.0' MUD ON AMICK 911FT TER M FIGURE 10.1 a sa Rare 5 FM RA U1 NTD1T liffilam $n (110 MPH) 20 PSF ROOF 10 PSf D.L oAFu AFY1gVA1_ I.S�EE Rio-M FOR SPAau TABLES `` O .-•'�TtfiG''•. <%� ��. z SEE AD-to-M FOR QUANITT OF LOWTWAL TE-DOAN STRAPS REOIIKM �: c,<;� APPROVED BY 3. SEE OTNEA DETAILS MR ®LOMIK (PER) QUANTITY AND OnG REDUKIIENTS.N+j. M � 4. SEE M AOODON FUR ADOrnOK RE01AMENtS. : AIR 13,2006 s ZK 2IDPOS1jAE r 44- HAMM H=ff C ZQK 2/DPCSLK'W. 2r HATS M Noah a zoNE 3/E�rDSUTr{ •C: 44' T AMAI NOGHT .A 1t resew MON �c W ST ZONE 3/biPOSURE b•: 3r MAV" NOGIrT •p •.• �Cr ��. �• . • !� 4 AM fArenr srAlowlef 6. XL S wicAms ATE BASED DN 2Q RQff ANQE YAX mm IQ6• YAl - �' i;1 ••'�/ SIOEItiILL HFlwl. •+�rrCj4�C • ••• �� y���y JACOBSEN HOMES 1M �" � AK R.R. VAX11-28-06 "� " W"AL FRo KWL AM oxnw, t DUNG Tiu[: ' 13000 P.O. Box 360 RAWNU Or JMXMM ""„FXWM Fi URES 10.0 AND 10.1 SIC !IM I AIVWU AM R10IAb[1 IQ l K SAFETY HARM. fWAOA 34693 K01E111o1 VWMFMOO MV WW K CRAf�IG Kf� PHONE (717) 726-1133 1v1 mriodlut ew K-11— o m AD-M-0086 . 00 60 ' ADDENDUM (108 PIDEWALL) & NORMAL TIS-DOWN SPAdINC TABLES ZONE Il & III/EXP. G & D �! G` O�V v LONGITUDINAL TIE —DOWN SPACING TABLE ►SIN • FLOOR %m 040 ZONE w 0 FA � t lime o o Ek SEgk* � ilk e 12`-0` 2 53' 3 40' 13 -4` 3 3T 3 46' 15-4` 3 45 4 40' VERTIOAL TIE -DOWN / FRAME TIE —DOWN PPACINO TABLE VIN. FLOOR *DTH VAX EAVE oYERNh11G #40 ZONE r ONO ZDNE rl SPAoliG NMI AiIE}IOk ANaI • SPA* HMI A41tT10R • 12'-0' 6? EACH SIDE 5'-4' 72D 35' TO 40' 54 3T 45. IS-4' a EACH SIDE 5'-4' 8T 35' TO 40' 54 42' 45 164 6' EACH SIDE T-4' w 40, 54 46' 4S 40 LONdITUDINAL TIE -DOWN SPACING TABLE ON. FLOOR zOw 11 Z* Ir K Oil. CCTI* mmY 4k�0 DiT, iA. SECOON • 1 e 12'-0' 3 44' 4 417 13'-4` 3 52' 4 45' 15'4 4 44' 4 56' VURTIGAL TIE- DOWN / FRAME TIE- DOWN OPACINO TABLE F100R 00TH YAX EAW OvmANG vio ZONE r 0 zONE m SPA* VAX PIER HEW Am* -TA* VAX PFR IiET I moo Ate• 12'-0' 6 EACH SEE 4'-O` 72e 37' 4'-0' 30 40' TO 45, 13'-4' 6 EACH SDE 4'-0' 72' 40, 4'-O` 3r 40' TO 45' 15-4' 6' EACH SIN 4'-0' A V 40' 4'-0' 42' 40' 10 45' • NOTE: THEN ANCTiOR ANGLE FROW VERTICAL CANNOT 8E REr CALM ACHIEVED. ADD APPROVED STABILIZER PLATE „ (SEE NOTE 16 FOR HOMES SET IN FLORiDA)4��,. `• •se NQT i�: 1. SEE UL ADOE?i➢N FOR AWT10NAL EiEOUIRE)�L1ft$ 2 iAB1F BASED 0)i A}(CNDR l LOAD OF lfSDl AND OtAGONAL llF 1O OPPO9TE ETEA�1 3 VAX EAVE OVERHANG REiERS TO OVERHANG AT 9DEtyAtl fI01 F1tdIT OR REAR 4, 1A8TEE5 APPLY TO 144• 160,, AND 184' FLOOR 001HS TH 26 I/2' -ffN1 SPACK IOEr WAxiii 90E*ALL tip(NT A►A 6' kM L*k ME OVERHANG (6' 01ERHANG ir1AtL EACH SDE OF tftl S STAKLM PLATES ARE RE000 ON SIDE*AL1 ANOM AhO LO►gaTLOAL AIBNORS SET ►1 FLOWA. SEE RVY RULE I5C, EFFECTIVE V40 29. 19K EN A C 1 •+ �+te' C' • , �;:� f• ;, _ �lS:-•.'� i.. `r� -: _t,� '• '. -� �� +y�f'�( " v r j` ` v ,ry '• ,: _ . - `; '� ��?•••,� �CTr,f"v;: . ��� un,,r`h•.•..• '� ;�: �`C ���� � f'�ED OAWA APmvAt APPROVED BY Mar 25,2008 A�NG. FEDERAL MANUFACTURED HOME CONSTRUCDDN AND SAFETY STANDARDS JACOBEEN HOME,O T® P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NO►TOd� III ���aAa10A �,tA� k. PseoPEaETAR4 � k Ac�sG sxw AawkS ARE PRDvM To'K BFLPrd1► for !tK= Rra9EasS iAbi Ei •!PT a�tlrntMk BP 9 ET FA atb= s o• •T• DATE: 12-11-07 REV. LETIM DRA fc nnE NORV. SPACING TABLES DR G AEI- TO-0087 61 ADDENDUM SHEARWALL TIE-DAWN/PIER REQUIREMENTS EPt S;/it It}iGM fti.1/lt taNciti �fT. S/tl W+a'al bTr. i/ti' 1ra+oM Mi CK XOPo s� IF i 1 M PER SKMA US l� l TNO PQiI 3lfNt"L5 l (ALL STWOVS) / 1 (ILL ONA>I4� 1 GL-Da�tfs R�ppli� X-0ows mEDt" *L= 1 Tr NOTE r ut kOTF 1 sm NOW T SEE NOTE I 3a NOTES 2 ACID I Q A SM NM 2 AM 3. A PER Rtab Mot REdc MR M3rC PIER mat TRS LaCArAN TMS LOCATION INS IOGAwK VMS L CA024 FIGURE 8, 0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWIi WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPUES TO ALL SHEARWALL cONFlGURATIONS, All. ZONES. -AND ALL °LF VALUES. NorEs: ®RAL rnw 9l. �. 1i-04MR RGaAIm h 1+cs: NtA� tc-0vcw Sour MAT Laurta uc �OVED 6Y Una or 1K lots 4wM AiiJili ow RCd= AT tO ga17 AcG4�S t0 e[ MTFA rGR M ItTWAK IQID OF shsJ_ _(mo C[SftM LCA01 ...• ....; fr�•� •��� (arc rc-ta-o� (ec-cv+cRu Ham tv� Wo�a OR oeac�o .ic�t uar�uunorc) . e�`v� nG F I EB 1 e L NS1Ht A P@l AT rADI DO Cr Ttif ssClhw�ll 3oelTS � T4 MOK t[TAl]�. ' � •� '� tM NWM AT CAM 00 ca .dS?3 RECUM st cY X-Ws" Mir kcaaa�W..] 91d934 1 * �PINC. . WO SFEAA1WtK LaGTW RAOK A =2 K� M Ioa1T amm-M3mq no * � �•� i DC-OMM Slays a A03 I.AE $XMN EO (AL S"94L O�d14AAWKS. AIL WtS . � �NUFACTUI�0 HOME APO Au E>pnal+ , :: �! BTATe.` OF ��, �?ONANOSAFETYSTANOAROS JAC0BSEN HOMES n°o . 12D Kt*T''f"'kR. °At�02-01-00 M,.LL„u 11tEsC sECrtcApPG owaxo14onrFTIAY. Aw •. iama,Lc ar 4'om" i< a P.a. eox asa S/W TIE/PIER . REQ. erc. oval yt�ALf IRL S.FE17 HAReClt. LoRwA 31ee3 a�nnraswcr.�assr.ua.c ORA+V+G tWetx:. FHOHr (7Y7) 720-1136 Isaraaupcxeltraoo l.6d crm AD-TO-100 62 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS CP-LWG MAY BE FLAT OR SLOPED END VIEW 350 PLF MAXWM %EARWALL E)ESV4 VALUE (PER WALL) 1 1/4' X .035' rE--SOWW STRAP CONT14UCJS ARCJSD JOISTS. DE VIEW X .OW 71E—DOWN STRAP JGYJS ARLW JOISTS. legr v NOTES' (�PfIROVAL :� •.�/jj •� DAPIA APPROVAL, _ `, I• GROUND AHG4MS 10 BE RAZED FOR AN ULILATE LOAD OF U251 (3150 DESIGN LOAD) . _-•-T 1 JAPPRO y CD BY .� (SEE AD-1D-001 (M-CF.UERAL NOTES) FOR WOTELS ON GROUND AWHOR INSTALLAna1J .. = 2. INSTALL A PER AT EACH END OF THE %WWALL JCISTS (PER T!E ABOVE DETAILS). .ON J. rfEN SI,EARVALL IS UCATEO ABOVE A SFLA IEADER (GULL W-KNT CROSS-YDMP..) NO C>; TIE-M-A SMAPS OR PIERS ARE REWRtEO (ALL SltfMWALL C1 MCLOATon ALL 2D+cs AND ALL E>POSLIRE3). ✓� .: ' �a .= ;1 �i �/. 4. T1E-DOM1 STRAP REOUMED AT EACH EHD OF JOISTS, ALL LLB_ 000NFIGJRATIONS.�,!•��''•; '.. �, .,.•s�l;> 5. CEILING SHOWN FLAT -OPT CATI'EDRAL OR SLOPED CEAJNG MAY BE USED. �ii'v�i r • �v� ��� O>Tr,aA7�vesA+•:-Avxas 6. FULL "DTH SHEARWAUS ARE SHOW RN T4E DEYALL ABOVE, WKVER, AHY LEWGIH ''��F�! OR COWICURAT04 SHEARWALL MAY BE USED. -- .,wm SPE0r1CA JACOBSEN HOMES NOTICE: DRAWN BY. R R DATE 2-6-96 REV. LETU: llD%ti AND TRtAWNGS ARE . OMWAL, PAWR[TARY, A2A OWM!11TIAL DRAIMNG TITLE'. 4ATERJIS OF JACMS94 4ANUFACTURNG P.O. BOX 368 etc. SUCH WA� ARE K D ID TIE 06L. S W CONFIG. T1E— SAFETY HARBOR, FLORIDA 34695 RFOP01 TOR SPELITC FL+'POSLS 0.14 Unt FE DRAWNS NUMBER. PHOYE (813) 726-1138 IVI Mwv_KR9. Arco mMt ntw OT14AS. AD—TD-0110 63 b9 (((Q—Q1—Qtj :838nnN 9NNIYMO umo MW LION an wuHnjw lad 31 lsM OM SEWW 3M]di 1Al 1ojD>n 31a Ol Q1oM 3W yn wns'7H umwyn oN�VxH3stio3vt WYr A rna0trn 8£II-9ZL (£18) 3NOHd 5691£ YOIMOI! 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OL 318vork Y Osw -310N MSW ONr MY SI10n MIS WAOa-la ,S£0' X AM & Sism 30M 316 OMYONYlS 01 318YJnMV ( 'M3LJVH 301M TktMi Y S1 M 'S1sI0r ONf10M11 smnN11NO3 dYMIS WOO-311 ,%0' X ,1/1 I (TIVA Mad) 30A M30 TIYAWA S rIMO(YH !ld OS£ 'slsor aNnovy sn"LLN03 dYMIS 000-311 ,SCO' X J/1 I (ITYA Mad) 3n1YA Noma 11VASUNS "MD(Y11 11d OS£ (NMVXI,W TWA3W) (NotiY3nda 11YA 39ywwrl) AURA aGIS MaIA aQIS SNOIILOSS I1L`If1W )? aZdIHI NOI,LMMOHN00 'I'IVM11VSHS TIEMOG MO lY1d 38 AYn ONrW PORCH ANCHORING DOUBLE HEADED 3,1', NOTES: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING X .035" TIE -DOWN STRAP JOUS AROUND STRAPBLOCKS. WINDZONE III '"'� •, : EXPOSURE C (110 MPH) i 20 PSF ROOF ..t �ti1; rd< 10 PSF D-L cA1 cs- ►og-07 7NE:ER'JtPRQYAL;. 'DAPIA APPROVAL: PPROVEQ BY EDERAL MANUFACTURED HOME NSTRUCTIDN AND SAFETY STANDARDS it W, JACOBSEN HOMES tNESF sPEfs1cA7101i5 xM N oRAkN BY: DATE REV..IETiER: O DRAIMNCS ARE M.T. 12-13-03 ORDINAL. PROPRRWY. MD CMVDEN11AL DRAWNG 717LE: P.O. Sox 3s0 YATmALS OF JAMSEX JIM"ACTURING PORCH ANCHORING at RM MATERIALS ARF PRWIDED 10 n[ SAFETY HARBOR, FLORIDA U695 REMff RR YEORC P1WW AM ws1 BE DRAIBNG NUMBER: PHONE (727) 726-1138 KEPT call001W AND gI'T IROI OHM AD-TD-0112 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE-0l (FACTORY INSTALLED) FLOOR DIAGONAL FRAME TIE I -I ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD I REOUIRED ON THE TIE -DOWN SPACING TABLES (SET- OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. �— CRIMP SEAL (3150/ WORKING LOAD) �i cz Gs s, 34 W. Vf'.. t'. VERTICAL TIE -DOWN TYPE 1, FINISH B. W GRADE I STEEL STRAPPING 1 1/4' WIDE Se 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL IWN ANCHOR BRACKET ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS tylP RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTa R TO FABRICATE RADIUS CLIP BY PLACING A STRAIGHT Y LENGIH OF 1 1/4' X 0.035' 71E-DOWN STRAP MATERIAL IN ANCHOR SLOT AND SENDING TO FORM THE CONFIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP 1HROUGH THE SLOT IN THE BRACKET 'ON TOP OF' THE RADIUS CLIP. C. Dp "'I NOTES: t�0 °`'Af510. O OAPIA APPROVAL 1. ALL VERTICAL TIE-DOM STRAPS, DIAGONAL FRAME 7• ENED70357 •� _ ROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL Fall BY AND INSTALLED BY OTHERS- ON SITE. j YA F F 1 5 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- rAj¢ y O •• / k. '.•' .)�) '� ��i " ' J A V� INC AMON. '/�� jA�I,`` _ 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS masa�>IIIIarw�olq WHERE THE ANCHORING SYSTEM REQUIRES THE USE AHCi1pF1 BR AJO TIE-DOMN OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). mmm ARE CERT o BY ONER5 JACOBSEN HOMES mx vEanCA7M AA1LMAUM s AK Br. C.L.Y. DATE: 5-31-95 REV'1ETTER ■ „ P.O. BOX 368 OROMx. PIlOPA1tUAY. Am CCIR mAL MAC W ucoe9;� MMWACUM DRAWwG DitL• ALT. W—DOWN APPL. SAFETY HARBOR, FLORIDA 34695 PHONE (513) 726-1138 K W fa asB AM PJ RW K IvT LOIwpA AIO im no olm DRAWU4G NUUBER AD-TD-0200 66 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) T'LOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH. IT HAY BE LENGTHENED BY USING A CRMP SEAL WTH A INWINC LOAD OF 3150 POUNDS to �F0� DIAGONAL FRAME TIE i --- II ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REOUIRED ON THE I_I TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I SEE OTHER DETAILS FOR ANCHOR ANGLE. NOTES: 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING 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). IF NEEDED. USE VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WADE 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. ``,Lllllllttt!AIIIA„' 'Q No. ^'0 910334 STAT[ `0c O I A�cc�c��V��'�.�, •T II N� R6S ARE VItAIAN 8 JACOBSEN HOMES THESE SPEOi1EADONCPJONAL. PROPMETARY. AND COrtt1DENTK ® UATMALS OF JACOBSEN YIV+NFACWbNO DRAWING P.O. BOX 368 INC. SUCH NATERtA.S An PROY1DED TO THE SAFETY HARBOR. FLORIDA 34695 R MPIENT FOR 7[C[x PJKSEES ANO UZI TIE DRArANG PHONE (813) 726-1138 XVT CpJMR4 AND SECRET TRW OTNEP.S R.R. APPROVED BY REVISED 1023 96 N114INC. d fA�6TPUCTI[!f AMOl tAE7'IATUIDIAM DATE- REV. LETTER: 10-05-96 - A ALT. TIE -DOWN APPI. AD-TD-0210 67 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUUN 'B, SEE TABLE FOR MAXMIUM SPAN FOR COLUMNS 'A' OR T 'C' COLUMN '0' /COUIMN SEE TABLE FOR UMMUM SPAN FOR COUII015 'C' OR b' _ J r SEE TABLE FOR SPAN COL T- SEE TABLE FOR NAIL SPAN FOR COL. 'G' COLUMN 'E' COLUMN 'F COLUMN 'G' SEE TABLE FOR MAAMUM SPAN'FOR COLUMN Y MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORING REO D (SEE AO-TO-0251, COLUMNS 'A', 'C, b' OR 'E' COW6 'B' OR 'G' COLUMN Y AD-TO-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-TO-0253) SEE NOTE I Ep. 'N: ExP, b' op. 'C' Exp. b' Exp. 'C E19. b' EXP. 'C EIF. b' Ems. 'C' El(P. b' EV. 'C E)P: 'D' 2 - 3150/ ANCHORS 4Y-0' 29'-6' 3Y-9' 23-7' 43'-0' 29'-6' 33'-9' 23'-7' 4Y-O' 29'-6' 3Y-9' 23'-7' 1 - 31501 M04OR 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9- 16'-10' 11'-10' 21'-6' 14'-O' 16'-10' 11'-10' I - 40001 ANCHOR 27-3' 1B'-9' 21'-5' 15'-0' 27-3- 16'-9' 21'-5 15-O' 27-Y 18'-9' 21'-5' I 15'-0' NOTES: EHQNIIR APPROVAL: DARA APPROVAL' APPROVED BYE 1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. JUN 1 5 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. 5r� John C. Doeden,E; 15133 G. R. 22 N114INC .•.�.An�» Goshen, IN 46526 JACOBSEN HOMES P.O. Box 368 „ SAFETY HARBOR, FLORIDA W95 PHONE (813) 726-1138 Twx sK� AM MUSHM ARE a WAL PROPWART. AM CMVG nAL MATERIALS OF dAC M MANUFACUMC MN: WCH MATERIALS ARE FROWLD TO THE IEWW FOR 9iCF1t RNUM NO Ast K wy mFmAk NO Koo m onus oRAh11 BY. ' C.L.Y. DAZE. 5-31-95 v LETTF� / ` /H` DRAWING DILL• COL TIE —DOWN APPL. ORA6ING NUMBER AD—TD-0250 68 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR MARRIAGE LINE OF MLRTI-WIDE ..- ---'--VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' VIDE h 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICA7ION D3953-91, STANDARD SPECIFICATION FOR ANCHORING EOUIPMENT STRAPPING. FLAT STEEL, AND SEALS. CAPABLE OF RESISTING 0 THE WORKING LOAD O 0 OF 3150 / MIN. 6 ANGLE SHOWN. 1 T 1=CTI 35 ANQ,E I I I (I I —III_ 35' ANGLE ANDIORS INSTAUfD 24' APART COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS (3150# EA.) NOTES ``. Y FQ �j�'' DAPiA APPROVAL 1. ALL ANCHORING EOUIPMENT SUPPLIED �.: QF. No. $0% .� AFf• BY AND INSTALLED BY OTHERS- ON SITE. _ '� En BY 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING = ENt8703571 _ I PFINC, SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- •� ; * _ JUN 1 5 19 ATION. ::-N 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE .^rr,�IA •,•• � ` OF EXTERNAL STRAPS OR CABLES. �'�, F�j' ' • • Al• • DATE JACOBSEN HOMES 11115E SPEonCAnOONSS 71NO DUUNM ME BY: REV. LETTER C.L.Y. 5-31-95 OROMAL. PR01WMY. AND OJ11fT TOM DRAWING. TITLE: P.O. BOX 368 MATIRIAIS OF JACOBSEN MAHUFACTUPoN6 COL. TIE -DOWN APPL. �1C SU01 MAIE%kS ARE PROHTED TO ME SAFETY HARBOR, FLORIDA 34695 wort Ta S?COrle PSftM NO MW 1E ORAMNG NUMBER: PHONE (813) 726-1138 lul COiI) rA AM SEOST raoM 011lum AD—TO-0251 69 . ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / WN. MARRIAGE LINE OF MAT —WIDE FLOOR II FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE Q 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSKNIAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. MT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR(3t5O#) NOTES: A APPROVAL' 1. All ANCHORING EQUIPMENT SUPPLIED No. FO'? �i PROVED BY BY AND INSTALLED BY OTHERS- ON SITE. NE87 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - JL*) 1 aTiON. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS •' q� WHERE THE ANCHORING SYSTEM REQUIRES THE USE ���'' �Ncc) � �! ��`�� O . Wo j owa OF EXTERNAL STRAPS OR CABLES. N••�'�y�``��` A MAN JACOBSEN HOMES »x wEQ%Ar*d A o oR UM AM BY. C.L.Y. 5-25-95 REV. anoMAL PMawatrA>rc AM tW DRAPING TIRE- COI. PE -DOWN APPI. P.O. BOX 30 YAiD+ u w Am0BY11 MNAA'AC><AIMG NG M MAIUMS Ali IW40 TO II[ SAFETY HARBOR. FLORIDA 34695 KOW Pal SMIX RWO NO W9 K DRAPING NUMBER m PHONE (813) 726-1138 KM COifMML MG 1EM P1fOl OIERL AD-TO-0252 70 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT 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. MARRIAGE LNE OF WX11—WIDE FLOOR VERTICAL ME —DOWN TYPE 1. FINISH B. 'GRADE 1 STEEL STRAPPING 1 1/4WIDE do 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, . STANDARD SPECIFICATION. FOR STRAPPING. FLAT STEEL AND SEALS. ATTACHED TO A ANCHOR (4000#) ..,1Iuunut.. �G\STE.�VcZ Q No. O �v Fs��oY• .••��a; ED BYE, m� im 1,5 10 f 'M' N ING ncwar�sen��oie toalwcxmoswtff"ll As JACOBSEN HOMES mu �� me onwo w I wL+e C.L.Y. °AiE' 5-25-95 � oPomIAL. PRWWMY. AID OpQMTK DRAWING TITLE: a P.O. Box 368 20 „A� PRNM COI. TIE -DOWN APPL. SAFETYHARBOR. (81133) 7FLORIDA38 695 Ilm 0 �M No sm mw abm NOBSIK DRAWING NWBER AD—TO-0253 71 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION 'A• COl.I1W1 18� �COLUIMN LSEE TABLE FOR MAW N SPAN FOR 0O1.UW1S 'A' OR �' COLUMN IV 'C' CMW N V 'C I APPROVED eY SEE TABLE FOR MWM SPAN FOR COLUMNS oR b' SEE TABLE FOR SPAN COL T SEE TABLE FOR MAX SPAN FOR ooL INC.Pao MANLWfl REM HOF.1 j aUCTIONAND SAFETY 5TPJW.03 MAR 0 3 194 COLUMN 'E' COLUMN 7' Cam I'L AX4 SEE TABLE FOR M" SPAN FOR COLum i I I � MAXIMUM ALUDWABLE SPAN TYPE OF ANCHORHO REID COLUMNS 'A', 'C. V OR V COUAINS W OR 'C C0t!>•fl Ir (SEE AD-71)-0251. AD-711-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-M-0253) SEE NOTE 1 Ems. 'C'j EXP. V EXP. V JEW V EXP. 'C EXQ. V EW. 1C' EXP. b E7LP 'C' E W. V OP. 'C OP. V 2 - 31501 ANCHORS 374 1 25'-6' 211'-4' 20'-4' 37'-4' 25'-0' 29'-4' 20'-4' V-4" 25'-6' 2f-4' 20'-C 1 - 31501 ANCHOR 18-6" Ir-10' 14'-7" 10'-3" 18'-6" 17-10' 14'-7' 10'-3' 18'-6' 12'-10' 14'-T 10'-3' I - 4000/ ANCHOR 2S-8' 16'-4' 18'-7' IN-0' 2S-8' 16'-4' 18'-7" ls-0' 23'-rr 16'-4' 18'-7' 13'-0' REF. CALCS. �' ,,��IIl1111�1N1„AAA' NOTES: EHa F! �.,, DAPIA APPROVA(a�pWye 0 g ��-'tpG�sTERF I. SEE AD-7D-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFlC INFO. `�`�� �'••. • Q APPROVED BY ON ANCHORS. •; = 2. SEE AD-TO-0001 FOR AODITIONAL NOTES ON ANCHOR INSTALLATION. g 0334 = �. STATE OF . lNCz 7 NRi�11fR7O! ,, s� JACOBSEN HOMES dkA M.T. M °A 2-9-99 REV. LETTER:* P.O. BOX 368 my wxSPECIfNCA� OVRM A1F OQW4AL. ('ROPR IMT. AO OQfLFNW. MATERIALS OF JACOBSEN UAMFAC JWC DRAWING lu: 1g4' WIDE COL. TIE —DOWN APPL SAFM HARBOR, FLORIDA 34695 PHONE (727) 726-1138 INC, SUCH MAiEIGAiS AAE PRO%= TO K AEgRNn FOR Si0I1C IMPOSES NO MM K IQPI OWIOWK AHB st= n= mm ORAWNG NLWM AD-TD-0254 72 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 24' SEE NOTE 1 dlmlw/ vul lY 11{.—Wolf 41-4 — mlwM BRACKETS (SEE TE-DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAX6LW SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF Z-O' (24') FROM EACH END OF THE UNIT. NOTES: ENCIyMMPRt16@; -O •': DAAA APPROVAL• r EN'�-8703571 = 1. LARGE OPENNG =ANY OPENINGYADER THAN MAX TIE -DOWN SPACING ALLOWED.-_ _ ROVED BY 2 VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAp _ �J+r— SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE :.��'+�� im �-+5 MAXIMUM TIE-DOYM SPACING REQJRED ON THE APPROPRIATE VERTICAL/FRAME ,r'• �/� TIE -DOWN SPACING TABLES (SEE OTHER DDETAILS).''ii�F�S'S+'• , . . • Nv\��` INC 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. ,,10P1A1 4. SEE AD-M-D001 FOR ADDITIONAL REOLIREMENTS. ANCHOR BRACKET AND TIE -DOWN DEVICES ARE CERTIFIED BY OTHERS JACOBSEN HOMES NOTICE.` IKSE s MFICA r. Arc MAU= ARE DRAWN BY: C.L.Y. DATE: 5-31--95 REV. LETTER: mAD—TD-0300 P.O. BOX 368 CROOL PROPREIARY. AND CM41 0ITIAL YATMALS OF JACOBSEN YANJFACTLRNG DRAWING TITLE TYP. SINGLE WIDE T/0 HARBOR, FLORIDA 34695 PHONE (013) 726-1138 Nc E ARE 9XH „AT� Pxo� O TO KoPrLNT Mt SUM PRVZ AND W9 K W7 C WW UL NO =RU teal OroL� DRAWING NUMBS 73 ADDENDUM TYPICAL MULTI- WIDE TIE- DOWN PLACEMENT SEE NOTE 2 A B C LARGE OPENING n SEE NOTE 1 COLUMN SUPPORT X-DOWN STRAPS REIQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WADTA. MUL11-WIDE FLOOR SHOWN SEPEAATED FOR CLARITY L24 vav 24' LSTANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR MAWS (SEE TE-DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED). ALSO SEE NOTE 1 STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR ROM TO BE INSTALLED A MAXIMUM OF f-0' (24') FROM EACH ENO OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS. ALL 0`TT ALL TIE -DOWN STRAPS AS SHOWN TICS DETAI.p``,`C 11 f�f�tt('�'4,ri NOTES: •.• /L '� DAPIA APPROVAL: 0. O t. LARGE OPENING =ANY OPENING NLOER 1tiAN IMAx TIE-t10iNN SPACING ALLOWED. NE8703571 _ OVED BY 2. 01CAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TE-DOM SPACI , SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / I) DOES NOT EXCEED THE TA F, OF 1 � MAXIMUM DE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME ( 1 TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). 5 1395 '-��: % pA� • '�a�',,,: i� IINSTALL FRAME IS AT A11 VERTIGL TIE-OOWN LOCATIONS. '�•, `rS � 4. SEE AD-TD-0001 FOR ADDITIONAL REOIAREMENTI •,l��aNAI ANd(daeerpicn�ld TE-ooWH DEVICES ARE CERTIFIED BY OTHERS NO11CID DRAWN BT:. DALE REV. lET1ER JACOBSEN HOMES THESE SPEOMAT1OM MD RAMMM ARE C.L.Y. 6-1-95 A ORONAL PROPwT W AHo oaaoET m DRAWING TITLE' P.O. BOX 368 MATERIALS OF NMWACUMC TYP. MULTI —WIDE T/O �® SAFETY HARBOR. FLORIDA M695 K7W RR RKWW 00 VAI OW AK PROMM TO K DRAWING NIYBER PHONE (813) 726-1138 ivy cmfwnu no !rcwT nay orem AD—TD-0310lop 74 SINGLE WIDE TIE -DOWN P►ER HT. 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 - 'B' DOUBLE WIDE TIE -DOWN NOTE: MARRIAGE WALL I NOTE: C SECTION SIMILAR To I OPENING TIE -GOWN I A k B SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS WADE TIE -DOWN NAL FRAME TIE -DOWN ONLY. OPTIOAT I SEE DETAIL - 'A' OTHER LOCATIONS.I n��l X _1� — SEE DETAIL - 'B' 17 - lc=:!3 TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (WEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' STRAP BUCKLE W1M 2025¢ ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) CAPACITY MINIMUM All GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOCD BY nr nr DOWN STRAPPING (31cj, IBS MA>aMUM FOR EACH TIE -DOWN STRAP CONNECTED). F DETAIL 'B' 40' - 60' fTYPICAL TIE -DOWN STRAP (1 1/4' X .DV MINIMUM ZINK COATED STEEL STRAP, OR EQUAL WTH SIS04 CAPACITY MINIMUM) x I-S_ 47ZS* uL.TjmnTv L-OAO oggacITy PULL DOWN TIGHT TO --/ GROUND ANCHOR DETAIL 'A' l«fiffell NO Ella .. v DAPIA APPROVAL: 1. SEE DETAIL'S' PAGE 4 FM MARRIAGE WALL �cs���vT'ftFIC.T*,mod �' APPR®V�D BY OPf?dNCS GREATER THAN 49 INCHES. Z VP To l�� 6" TeIBvt s o N0° 0.0$5$9$ 2. SEE TIE -DOWN SPACING CHART ON PAGE Z FOR p�C ANCHOR AND DE -DOWN PLACEMENT. e 3. SEE DETAIL 'A' PACE FOR PIER CONSTRUCTION TYPICAL !-SEAM �' ? STATE OF I! IC 0'...,t © Rol" °®e�RED E�G�ogo JACOBSEN DOMES NOTICE TIm� SPECIFICATIONS AM DRAMCS AM BY. RR DATE: 10-31-95 ei�/ LETTER DRAW'.NG TIllE: _ _. ZONE I TIE -DOWNS P.O. BOX 368 MONAL, PROPPoEfARY, ArW LbtWMILAL MATERIALS OF JACOM UAMXACTLRING SAFETY PHONE (8 3) )2610'34b95iF� fat, M NATERU ARE PROVM TO THE Oest WIM DRAtiANG NUMBER- AD—Z1-00D1 75 76 77 ZONE I INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM. BY a cil. FES 0 1 2000 INC. JACOBSEN HOMES P.O. BOX J611 HAR80R, FLORIDA 3 f695 .PHONE (727) 726-1130 IKK sa�sane MO uo aAVM AMC MC RM RAWUU A[ �bCC TO IK Kcreff m VIM AM KW K IVI cawcmK SO tE+m mm cum i a`""" Dr 'A�' 2-1-00HIP �' �1�� Iry ZONE 1 .INST. ONA►ANC NlJWM AD-ZI -0100 78 ADDENDUM FOR INTERSECTING UNITS / I \ /DORMER — r s m I I TRIPLE WIDE I OR QUAD WIDE I I SECTION(S) I a -F MAIN UNIT MAX" PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO TO SIDEWIALL TIE-DOINS MAXIMUM HEIGHT} 70HE 2 ZONE EXPOSURE `C' 90' 56' EXPOSURE V 39• 46' LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. V THEN 2 REQUIRED EA. HALF (IE. OX EA. BEAM, ETC..) VERTICAL AND DIACONAL TIES INSTALLED ALONG THE SAEWALLS SAME AS THE MAGI UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE WADE CONNECTION REOURRDANM 24' MA70MUM SPACING TO FIRST SIDWALL 71E FROM EACII END OF THE UNIT (SANE AS TYP. DOUBLE WADE TIE -DOWN REQUIREMENTS). 2 LONGITUDINAL TIES REWIRED AT EACH HALF INS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.) ````T1111111III1111AN1AA// NOTES EH jtDV •••.. /i D14PIA APPROVAL 1. FOR QUAD SECTIONS. EACH 'DOUBLE SEC71tXN' OF THE UNIT SHALL 6E DESIGNED `` •'2 � Q N0. � •• APPROVED BY)o.,, , WDEPENDENT OF THE OTHFB STRUCTURE (IL SHEARWAUIS, TIE -DOWNS, RrocE- EN 0357 - BEAMS, COLUMN SUPPORTS, ETC.- ARE CALCULATED FOR EAON MULTI -SECTION.) _ .UN 1 55 � . .• S A ply >_ •� , ��'� °'`"•'�!'�D1Ar'�''•��,.� �I:Ntitwr,VAN7UtEDWE INC NOTICE. DRAWN BY: DATE: ER: REV. LETT JACOBSEN HOMES msE SPEOM71ONS MD DRAWINGS ARE C.L.Y. 5-16-95 CFWWAL PRWKIARY. AND CaaMTL'L DRAWING TITLE ,I MATMALS OF JACOB'iM MAIUrAC7"0 P.O. BOX 368 ADDENDUM —INT. UNITS SAFETY HARBOR, FLORIDA U695 OW rat SKOM firm no a s K PHONE (813) 726-1138 1QPT MWMTVL ANo SEW 1ROW OTAn DRAWING NUMBER: QUADADDI 79 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLAE CONNECTION FOR QUAD UNITS IS THE: SAME AS FOR THE MAIN UNIT (REFER TO SET-UP DETAI S� NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES}. STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. 91I1GIES N THE DORMER AREA OF THE MAIN UNIT MAT BE SLIPPED LOOSE AND INSTALLED ON 97E AFTER THE UNITS HA%lE BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE SINGLES LINE-UP FROM ONE SECTION TO THE NEXT. 3D GA. CALK STEEL STRIP NSTAUIED OVER MATING LINE JOINT (SEE PLAN MEW BELOW) ROOF PERIMETER RAIL OR RODE BEAU CROSS-SECTION 30 GA. GALV. STEEL STRIP 8" X LENGTH OF ROOF SSECTIONS MAY BE OVERLAPPED 2 MIN.) W/STAPLES AS SOX INSTALL ROOF CAP PER SET- UP MAN. OVER GALY. STRIP. (SEE H07E 1) 30 CA. CALM. STEEL STRIP SECURED VAIN 7/16' X 16 " STAPLES FULL PENETRATION NTO DECKING 2 " D.C. MAX. SPACING (TVP.) O� .,• �,�S T fq•`.�F ;ZS` No. ENE8703571 FINAT..EC 3/8" X S" LAC SCREWS 18. O.0 (ZONES 2 & 3) STAGGERED ED BY eJ'A INC NO'PLCE -•"I lomrrcoc vnw m' JACOBSEN HOMES TKsE want wm Am Omwa Ali C.L.Y. 5-16-95 amwm. wlF ACO><,c µo aaACARNL DRAWING TITLE ALT. ROOF ASSEMBLY P.O. BOX 368 YAT 9" a JAOD AK MAIN a TO Tw ,I KC 910E YAV= AK /BOMBE To 1K DRAWING NUMBER SAFETY HARBOR. FLORIDA 34695 IEOr'DR Fa �EQC PM� NO 11lS1 l[ ���� PHONE (613) 726-1138 07 Oa MPAI fro 9:01CW nKN OOM 00 80 JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8