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Set-Up Addendum; Jacobson Homes
SET-UP MANUAL ADDENDUM jAq(DBS N I . 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. �61R�izo FiI� ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C, contact the Department of Motor Vehicles 850-413-7600 1 ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF A. 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 APPLIOCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT NTH THE GROUND. DUCT SUPPLY OR RETURN *DUNG >SOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. NOTES: OAPIA APPROVAL: A PROVED BY JUN 1 5 m INC awosum�aro� JACOBSEN HOMES NOTICE DRANK BY: DA1E Rev. LCTIER TNESE srEonutaxs Amp ORAMNGS An C.L.Y. 5-30-95 aaaNAL rKwKTtar, ANp CONt1DERw DRAN4IG TITLE YATMALS OF 44WSEN YANUFAclup c fJtIAL P.O. BOX 368 Mc 20 YATS 9M PROMM T, TIC EXTERIOR A/C DUCT SAFETY HARBOR. FLORIDA 34695 aOtaaT rat 91CM ttxr O Ito MUST BE DRANWG NUUBER PHONE (813) 726-1138 PVT MWMT a MG SEar r = OTmm AD—AC-0001 K ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO. GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE— CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) NOTES. DAM APPROVAL• APPROVED BY a, 1N14INC. �� aiiRaO`� i�O w� nroNtt ;40T10E DRAMI 8T: DATE: REV. LETTER: -2a-ss JACOBSEN HOMES iKsE SPE=ArOd 00 MAIO= C.L.Y. atom rloIA AM M �mACcM ORAM+TIG Hitt W.H. VENT. B Opp P.O. BOX 368 W_ 9M MAIEMS ARE n10 M 1011t SAFETY HARBOR. FLORIDA 34695 KOW FA SPKCfC TIM= 00 UST K ORAMPIG MUYBER: PHONE (813) 726-1138 PVT ca WPA AND IOQT MOM OURS. AD-AC-0100 3 ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.131' X 1 1/2' MIN. 3/8' X 3 1/2' MIN. LAG INSTALLED SEE NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45 ANGLE FROM VERTICAL. SEE- DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 0.016' X 1 1 /2' MIN. STEEL STRAP 0 48' O.C. MAX. SPACING 1 4' TO 3 4' GAP WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: WSTALL W000 SHIM AT ALL LAG FOR GAPS IN FLOOR SYSiEaJS TO 1/'t, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO NDS01 THROUGH AND TO KEEP CONNECTION AND FOR GAPS TO 3A*. INCREASE (ALL 20NES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2) (ALL E(P06URES) M41D 20li 31e X 3 1/i LAG MEN 30 GA. STRAP FASTM T1/ 7/15' x ii coL STAPLES We Zoe UVOM iNUM NWBER Cr FA57DW RE=U 0031' x i i/Y KA LS 7/1C X If Gk S W M MAN" SPAO)U yAnW SPA 'G• iV O.C. 21/4' aC i 3 5 2 2 V 1T at i 7/8' at V 4 7 11I' at 2' ac 4 7 3 3 Yl' ie D.C. i 1/Y a6. It. 5 e NOTErS' ENO14ffR APPROVAL: DAPIA APPRWAL• APPROVED BY 1. i' bK PDalR 70 IS REG= ON STAPIFS FOR NK CLOW STRAP. L MW SING TO BE WPED FROM SPF A UK OR OEiTER. Revised ay 24,2006 AIINC. __ r 3' x 4' x GIP ■OTH WL SE) Z3 .06 058 oR FLrm YAT 9E USED F T? oNm EQUALS CAP woTH-4' X 4' lTdi Sft� . ohn C�. Ddodan, P 1. 3 i06' YUMWSCEMALL 1 iHT 1T,� K2r=ng:TT�rrng, .. u FEDMAL MAPUFAMPEO POME CONSTiUCTUX4 APD SAI ET' SIAMDAPDS 4. SEE OTHER DEIATLS FOR SEMM FLOORS FOR AM l91.1RAML JACOBSEN HOMES N027CL` rom wMrAlws Me aum= AK ORAtIN 0 r. M.T. OAiG 05-22-06 REV lE1TER PA eox 368 avow. Pli'WWAK AM m Enid 147OLU Cr J"U*M °k1AMUM 16 70 w WAVO C IRL M/W FLOOR FASTENING SAFEW HARBOR. FtMIDA 34895 PHONE (313) 726-1138 Mc qx" HAMM xx F1wam NOW FM YM FW= n WX t am owwnK w wirf fm Q*M ORAV" NU1 M AD-FA-0001 R" JOIST (TYP.) MULTI -WIDE UNIT FLOOR FASTENING OFFSET STRAPPING BETWEEN FLOOR SECTIONS 1 1/2" MAXIMUM OFFSET (VIEWED FROM BOTTOM OF FLOOR) /-z SIM STRAP @T MIT PER AD-FA-M FLOOR JOIST (TYP.) OFFSET LARGER THAN 1 1/2" (VIEWED FROM BOTTOM OF FLOOR) i-cz!- SM STRAY 1090 PER AD-FA-M I I 2d2T(WDlH OF BAT) BLOCK FLUSH 2x BLOCK (SAME WE AND TD BOTTOM OF FIR �i & FASTEN FLOOR JOIST (m) AS AS j x It LONG FASTM FLOOR JOIST (TIP.) 10 J= METH MN M 0.131' x 10 JOL4T YM WIL (10) Or x S WS OR OK (01613' Y HAL& ATTACH STRAP TO THE MOOD SCRE115 M ATTACH STRAP BOTTOM OF 1HS BI= TO THE BOTTOM OF THIS IAWL fAS1E = E FOR ED SIDE OF VASPACWO PER AD-fA-0001 TiIDL SPACBiG PER AD-CA-ODOf THE an (IQ FOR MuLl JJ=TOP OF JOIST TOP of JOIST Rm Jom (�) FLOOR JRm wr (TYP.) •' 2x BLOCK (SATE SIZE AHD TRADE 2xt2s(Y110TH OF BAY) ROCK F1M r—AS JOISI)112 LORC FASIEHED TO BOTTOM OF FUL JDTSTS. FASSIENO NJ= �A WL (S(itAit 0.131" TO E 3M' wJILs WITHOR . (7) z3xLOCK --—_— VOO SCREWS TOED. ATTACH STRAP TD THE BOTTOM OF THIS MCK, FASIEIN 15 FOR IACH SOE OF TIE BLOCK (12 FOR TOTAL). STEII. STRAP MTALLED PER AD-FA-0001 SIR STRAP 6M AUED FIR AD-FA-W ISOMETRIC VIEW ISOMETRIC VIEW USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS FROM ONE SECTION IS MISALIGNED WITH THE JOISTS FROM THE OPPOSITE SECTION. NOTES: 1. REFER 70 AD -FA -DWI FOR 07HER SPEMCAIIM& WiJDZONE III EXPOSURE D 2D PSF ROOF 10 PSF D.L. REP. rAU:S.s CALC. # 1 NOV 1, 2019 P.E.twtwS TZ0��0 E'p''•. PEIOSOS134 cc c 9 STA OF : lu O`C�C+'• �!�01ANp `��� NOTICE: ' JACOBSEN HOMES THESE SPECIMAMONS AM ORAWOM ARE 0WAAl• PROPRIETARY, MDC0WWEnAL P.O.60X 368 MATPALUS OF JACDSSEH MANUFACTURING &5 WC•BMUAWWSARE PRGVIp 707E SAFETY HARBOR,FLORIDA396 RECplB1TFORSPLC mPORmmAw MUSTBE PHONE (613) 726.1136 IM" COMMMLANDSENITFRON OTHEM 5 DAMA APPROVAL• ,.. c NOV 1 2019 m a•• Federal M-Ufwtwed Home Construction 2 M v And Safety Stand r& C. NOUNB ina1.2019 IAwm TRLE: m OFFSET SFRAPP1N6 / FLOOR 5EMONS {AWING NUMBER: AO.4FA-0001.1 AD-FA-0001.1 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDSD1 NOTES:. 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WAILS. aJACOBSEN HOMES Ui a .131- X 3 1/2' MIN. NAILS r O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). MARRIAGE LINE APPROVED BY Revised S ®b !may 24,2006 John C. Doeden, P.Ee. INC. K2 End *grog. Ira ���•�"�"*° gffClow 6 ADDENDUM MULTI —WIDE ROOF FASTENING l!� CENTER LINE OR MATING LINE OF TRIPLE WOE UNITS 30 'GA. GALV, STEEL STRIP I SECURED WITH 7/16, X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING). 30 GA. GALV. SIM STRIP B' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED Y MIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP WIN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE 1 MAND DEFLECTORS REMOVED FROM **LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION, FOR TRIPLE WADES EXCEPT FOR STAPLE HOLES.) FOR DOUBLE W MO \ PAN M 3/6' X r LAG SCREWS A.LAG SCREW SET BACKS TRIPLE WDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WADES I �—, SEE CHART ON FOR TRIPLE WIOES INSTALL LAG SCREWS SPACING AT A 45' ANGLE I FOR MAXIMUM SPACINGG STAGGERED 1 4 p3r* 14'T034'GAP ROOF PERRYETER RAIL—J' OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE 14) CROSS-SEC11ON J �-- INSTALL WOOD SHIM AT ALL LAG FOR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO GO TO i/2'.INCREASE LAG LENGTH 1- IMOUGH AND TO KEEP CONNECTION AND FOR GAPS TO 3/4'. INCREASE TIGHT, (SEE NOTE 2) NDS01 LAG LENGTH 1 1/2'. REF CAL.C. PG. (AM ZONES) CROSS—SECTION (W/GAP) C WA- 91.01- 91.07 (ALL EXPOSURES) NOTES,. 010101 APPROVAL: DAKA APPROVAL: L 2 lAr WL P4CM110N N10 WOWK NOW IS REGOMEL FOR LAG SO Mi 2 low SHE TD It WM FROM SPF p UK CR DEnM APPROVED BY (r X r X GAP WDiH YN. SM) Revised 00 OR LR.YYOOD MAY YE USED i 1Fff]OLt35 EOUAS GAP MDAF-1' X 4' YI?l Sftl:� _� /��.G AIINC. ay 24,2006 a SEE onIEIL LtETAtS FAR ooLpLttuLG eoov lIiERECTi01l rJohnSC. DC`eOer+. P4, *EK I STA1M A LAG 00 IH10 A LEDGE BFJ1Y, FIT-CRLI. A 311r aE9WICE WE TIROM THE NW RM KAY, SE001D-DAII A 1/4' HOLE A NCH K i�2 Eng+nwrh nq, Inc F[OEML PANUFACFUR10 MORE WM" RM KAM RN M MA O PM= OF LAC SQtEx MN DNS ARE co"STRUQIOR AND SAFETY STANDARDS FOR 3/e LAG OM Ms My - WAYS JACOBSEN HOMES `rOT1C� M.T. ' 05-22-06 MOW. Cr JACCUM M ooKwcwwMMO °� M/W ROOF FASTENING [WIFE]P.O. BOX Sae YM Ilk w 2n i u AK Irom To m IIG 1101 wmws 11EE Ftni� 10 M PHME ( SAFM j a22 -1i138 wr o aF" me � F, a gram MW BE °R �� "� AD-FA-0020 7 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING SECURED WITH #8 X 7�/ts'HEAD x f FULLYATHREADE)8 SCREW CENTER OR MATING LINE AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) I' I � I I I I I I�8 X 7/16' HEAD X 2' RIDGE CAP —T I I FULLY THREADED SCREW I (NO MORE THAN 12' I. I .I O.C.) I I I 1 w 1 1 B I ASPHALT IMPREGNATED 1 1 SEALER STRIP BETWEEN RIBS 1 I i zo OR CLOSURE STRIP RUNNING ® c� ENTIRE LENGTH OF ROOF 1 I 1 METAL ROOF PANELS STOP 1 1 ® APP. '30 FROM CENTER LINE � I � I Ref: EX-13-0051 and M a cALv STEEL STRIP 5SE��nTEAD-FA-0020 � x S►S 7is a NDS01 RU PENETRAIION INM DECKING (ALL 20 ES) (SEE CHART ON AD—FA—M MAX. SPACING) (AL- ) X0TM: NOW AFFROVA : D" ARWOL• 1. SEE OTHER DETAILS FOR CONNECTIONS EIDWEE 1 SECTIONS APPROVED BY 2. STANDARD 7/1B' Q.S.B. (24/16 INDEX) ROOF SHEATHING. 3. METAL PANELS ARE 29 GA, MIN. STEEL WITH 9' O.C. RIBS. I/ 11) -7 � ,2008 :R7MRO 4. SCREW HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND Q ,''!V �, iF'._ TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN • g, Inc CONSTRUMON ADD SAFETY STANDARDS ANOTHER SCREW ROUST � ADDED BES�E THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCR£llfS) JACOBSEN HOMES ffi D.M.T. -mm' �� 25-08 PA Box 358 HAMM m s As METAL = am mmu Am maw a ROOF RIDGE. CAP --� SAFM HAMM FLUMDa 3005 mwwFwmmw=Aww9F mwmmmAD—FA PHNE (W) 726-1139 an am � um In 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 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE PROVED BY 9'mII� Cw.crwsm w[ �:�e�a,.ros�rnswov� JACOBSEN HOMES rloxTc� DRAW BY: OATS: REV. LETiYR 1NEsc srcarTunars AHo oaawxa aaE C.L.Y. 6-5-95 0MCINA. PBOPa�CTW AND cauwtxnk DRAMNG TITLE P.O. Box 368 uATERIALS OF JACDW MWACUIRIC M/W ROOF SEALING „ SAFETY HARBOR, FLORIDA 34695 ac�c�tlM FOR j+rpg gj 0 �TTwBE DRAWING NUUBER PHONE (813) 726-1138 IVT CafMDAi AM scam Taco ones AO—FA-0025 9 ADDENDUM NfULTI-WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD—FA-0020) s 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES — LOW SIDE o S: 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 JUN 1 5 W5 INC JACOBSEN HOMES TKsEsKmuAmouw=ARE "`m"T' C.L.Y. 6-5-95 cmm,� cIARr AW WSKO A� ORAMG MAIAXACnn.e M/W ROOF SEALING P.O. BOX 368 YAIMALS OF JACOBSEM 11i81C NG 5" YAIEWLS IRE TO De SAFETY HARBOR, FLORIDA � ra 90 SE� pRANU1G M1YBR ONE )726-18e�0M AD—FA-0026 10 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. TNSTATJ.ATTnN- 1. REMOTE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTDSlON AREA. 2. INSPECT THE METAL FLASHING N THE HEARTH AREA 10 NSURE THAT IT HAS BEEN INSTALLED (US FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWO THE FIREPLACE AND THE HEARTH). I LOCATE THE HEARTH EXTENSION (SIPPED LOOSE N THE HOME) AND INSTALL FOLLOWING THESE STEPS A. CAREFIRIY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSI]18LY. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 Y 2' WOOD SCREWS G FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION WITH A NON—COMBUSTABLE CAUL MG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATON. TILE SURROUND vo TYP. HEARTH (MAY BE SHIPPED LOOSE) TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE `UN 2 8 M OF FIREPLACE SURROUND SHOWN ABOVE.) INAINC RO[Nt kv"ocfm mm CO6T1UC70MO W[R tSMOVp NOTICE DRAYM BY:, DATE REV. LETTER JACOBSEN HOMES MSE sKom� um mvmm MX C.L.Y. 6-16-95 monoa cimm. Paarwm". M CON(WTLq DRAMNG ITiE: P.O. BOX 368 MATERlAM OF JACOM MNAAACTIRWG SHIP -LOOSE HEARTH N, An mm TO TK SAFETY HARBOR, FLORIDA 34695 ,�RR � PMW MO MAI K DRAMNG NUMBER: PHONE (813) 726-1138 IVT cww?PA NO ICKT rKw omm AD-FP-0001 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. 0 oolor Nt�I1R 8 5 2(l03 INC. FEDERAL mmUFACTUREO HOME CONSTRUCTION AND SNFEIY STANDAHUS SET UP MANUAL ADDENDUM AD-FS-0001-A 12 TRUSS SHEATHING APPROVED BY INC. FEDERAL MTUFACTURED HOME CONSiRUC m m SAFETY srTiuID m DEALER (SET—UP) INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS — NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. �-TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES IX -/Z/�/ L SIDEWALL 3/8• MIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SiEARWALLS (APPLICABLE M ALL SHEARWALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALAMON. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (18• X 14 1/2• MAXIMUM SINGLE OPENING SZE IN TRUSS SHEATIYNG) NOTES: 1. 3/6• YIN. RATED SHEATHING FASTENED TO ROOF TRUSS MW 7/15• X 1 1/2• X 16 GA. MIN. STAPLES 1 1/4' O.C. AT PANEL EOCES AND 3' O.C. Al ALL FRAMING MEMBERS. (NO GLUE REOUIRED) MARRIAGE WALL 3/6• SHEATHING TO BE INSTALLED ON -SITE VANOZONE III (110 MPH) ALL EXPOSURES APPROVAL APPROVED BY ��' _ MAY t .E INC. aa.. (f£DEA& MANUFACTURED HOME COtISTiTUCTIONMASAMYSTANDAROS JACOBSEN HOMES NOTICE: T1IE3£ SPECNICA110NS AND DRAWINGS ARE UKAWK C{: R.R. VAIC 4-27-98 RL♦. ►t.I KM; ORIONAL PROPRIETARY. AND COSWENRAL DRAINING TITLE: P.O. eox SeeUSS MATERIALS OF JACOSEN UANIOACR RING SHEATHING SAFETY HARBOR, FLORIDA 34695 INC.RN91f71 wARalAlS ARE PRDVIDED TO TIME RECRIENF FCR sEaIX KWOYS AM UST 6E DRAWING NUMBER: PHONE (813) 726-1138 rEPT cONNnDENUAI AND scan FROM OlMn. �y AO—HR-0001 `13 HINGED ROOF DETAIL MTW W MR M WHSE WW fRW mm Pa u m SET-m PO u LS APPRDX 22 fir. LR 00 W St'1 U st5r]IArar mm YECNAMC& KNIM w Vx ?m 12 mu APIIHr. to l !PING Pm WHO r w 21M aF A SPULE II N W RAL. HINGED ROOF IN SHIPPING POSIVON ---SEO,RE HOD lain Fast A WM W^ aR2X6SPFpR0OnFM1WRA. Ai� K11011'r=S=Ut3- jlIr roods I HINGED ROOF IN SET-UP POSITION NDS01 REF. CALL. PG. C-RF- 223.0 - 223.6 NOT'ES6 EHa W APPROVAL: DNU A "DWAL 1. WME BALD RW MOM M AE RAC POB u KIM smm Hm APPROVED BY Km Pam MID PamRevised N P d ,b Jun 06 , 2006 John C. Doeden, P I=. r NC. K2 Engt+'m*rinq, Inc ffofW MMW-*ATrWO NOrrf COMURWIM AND SA M STANDAMOS JACOBSEN HOMES MUM a.a eox See tH![?iC/M'A�lldlSl�YO��RAomw UNKAL. lOMWMY, AID aa.rooriwt W�or��A wum°T` O.A."�' 06-02-06 `�' � A mvm 11U HINGED ROOF DETAIL SAiETY FIARBOR, fLtIRtDA 31693 W. 3= eAMULS AW MV= to s 19cma M LQlle PJMM AM WW r N AVW MA MM PtM (eta) 726-1138 WTmfmruL"=aRMwas AD—HR-0002 1-9 HINGED ROOF DETAIL UNDETt AWENT TO BE GWED 3' MIN. 04 BOTH SECTIONS OF HINGE RDOF. FOR WINO ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERIAYMENT ANO— AND A MIN. 4 I/Y WID1H OF ROOFING CEMENT 70 70P OF LAST SHINGLE ROW ON FIO ROOF SECTION. (THIS IS FO BE DONE BEFORE RAISING HMM ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X 8' BLOCK BEHWO 2 X 6 - OVERHANG FASCIA BOARDS AND SEWRE KITH 3-f5 X 3' WOOD SCREWS EACH SIDE OF GAP, APPROVED BY Revised IN 830,2006 7AIINC. FEDERAL MANUFACTURED HOME COM57MUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS WINOZONE 11 (110 MPH) ALL EVCISt1RES NOTES: 1. BRACE RAT3A ROOF SECTI011 IN 11E RM P09TION EEFCK SWUNG HINGED KING POSTS N10 P061TION. C John C. DWG P K2 Engt hu JACOBSEN HOMES wa SIMA AM MAU= AID DR1"m sr. D.T. °"'� 10-02-06 `E71Q� Mum CRWUL rROf'Rl Wl Am OWWMX DRAVNC 117M . EmpllP.4 eox Sea w- S" "low ARE �1m m YK HINGED RDO D TAIL SAFETY HARaOR. FLORIOA 3095 Now la lDa1t MWM"M IE DRAMIC OME NIA SM. AD-HR-0003 PH(613) 7n6-1138 Um mMID 9EsmomAL a wm no 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 12 CONTINUE 15# FELT TO ROOF PEAK --� OONNEE-- � SHINGLE " 2MIN. OVERLAP (TYP.) . 1-1 r-1 n . ..... . .. F •6' MIN. TAR AS SHOWN zo . (APPLIED ON SITE) 1 I ............ :..'.SEE. •SEE NOTE j3;:: • ::::: •.::..........:. . . "l J-1 3• MIN. I� 1 1 I � I � I� i �• � DETAIL W ,U�.•, ; I ; I; 1 1 � 1; 1 ; I� i cc trr+.,� 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 INSTAWNG THE 15# FELT AND SHINGLES. DETAIL A NOTES: I. CEIAENTING OF 15j FELT IS NOT REWIRED N ANY AREA EXCEPT 11F#RE NOW. 2 FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) - 6 3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO "NTAN THE 6' TUN. OVERLAP OHM THE FD(EDD ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS. AD—HR-0001 (WITH SPECIFIC END PANEL LAYOUT). AD—HR—ODOZ AD—Ht-0003, AND AD—FIR-0004. WINDZONE III (110 MPH) All EXPOSURES PROVED BY f-p 12 INC. Al MANMACTHRED HOh1E JACOBSEN HOMES �101 ca DRM.T. 9-20-03 ArIN BY. DATE REv LETTETt VEICA11016,� WAVM, rT -ion WOUL PROINUM AM MWMnfl. DRAWING MILE: SHINGLE AND UNDEALAY"T _ P.O. BOX 36a W_ s ws t>F ucoe�l ROW0 A 10 K' APPLICATION ON HMO SECTION EN SAFM uc slw w�lus AK PROY�ED W 1!E PHON" EE (am) 7�pi38 an om m/l�" FUMES r a � oRArd+c raMBFk AD-HR-OD05 16 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO — HINGED RAFTER WITH #8 X 4" SCREWS, 6.1/2" O.C. 9AX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. STAPLES INTO EACH i5w O.C. RAFTER AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) NDSOt NOTES: I. SEE AD—HR-0007 FOR INSTALLA710N OF UNDERLAYMIT AND SHNGLES. SEE AD—HR-0002 FOR ASSEMBLY DETAILS. ALL VANOZONES ALL EXPOSURES 20 PSF ROOF 10 PSF O.L ckm CRC-167.01 - 167.02 #ER APPROVAL' DAPA APPROVAL - APPROVED BY Revised 106* /4 0.6 Jun09,2006 Jahn( 0. uoodofl, F.EIoNC. �. E"Ting, I11G coNST"ucrN �"o s"rm sTARD►RDS JACOBSEN HOMES R., 36d HARBOR., SAFETY HARBORS FLORIDA 3�695 PHONE (727) 726-1138 T0n"` THESE stosxn„on,,,o auTows ARC CMCMX. PUP DART. " EdipOlTsl� mAm.ALs or auxestit ww rAcn Z „- y�,o, MAT MU AK FXDW0 To TH[ ISORDIr M VECM naP Z AN SUST K lVr CWWA t AN SWO FM 01N7iS. DRAW a�' O.A. 06-06—D6 �.. �: ORATArEG Alit PEAK INSTALLATION DETAILS. DRAyANG MAIBER: . AD-HR—DO06 17 SHINGLE f UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION j INSTRUCTIONS. TOP COURSE(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION INSTALL FIRST LATER OF 151 FELT INSTALL TOP LATER OF 151 FELT TO ROOF NTH A 6' MIN. 1NDTH OF TO ROOF NTH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EIISTING ROOF DECK AND/OR EXISTING FELT AS SHOWN. FLIT AS SHOWN. SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION NOTES: ROVED BY AUG O120M INC. NOTICE DRAM BY: DATE: REV. LITTER: JACOBSEN HOMES nesE SPEanCAT,aS 00GUMM W M.T. 7-28-04 OWMAL away uffiff. No COIGN""" rro DRAWIG TIRE: _ ®® P.O. BOX 368 rATEti8o15 OF SwCrNgIFACT19 a¢ 9fflGL£/UKDfRLAYmMT INSTALLATION esc seal r<TTTaKS AK aaF TatOu�ta SAFETY HARBOR, FLORIDA 34695 FICAMI RIP! ¢= P1IR'W No W5 BE ORAMG 14LkISEP.: PHONE (727) 726-1138 IVI mrlo IW NO WWI Fla Oneles AO—HR-0007 18 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN 10 ROM FRAIONG m+BfR W/ STAPLE OR NAL BANDING STRAP WIPED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG. RDE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTAKD TOWARD THE OUTLET. WERE 110S G'RAOE CAN NOT BE ACHIEVED, NOT LESS VW 1/87 'OOT MAY BE USED WHEN A FULL SIZE CLEANOUT 6 WSTAILED AT THE UPPER END. 11Acw rc roLlif PIMP NOTES: 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES 4f5i SpECIKJI OTiCk70RAM4S AM.UAWK Or R.R. aAlu 7-17-97 MT. WILA: COMM- PRaxciAV- AM coOWSK WAN C 111M IN P.D. Box ma VAMU of rooesw womrALIURM6 PLUMBING SUPPORT W— Sol YARRAS AW PROW:O t0 SAFETY HARBOR. FLORIDA 34695 A[~ Not vm Rl1f0iCS AM rtlLf x DRA4ING MVaM- LLLU (613) 726-11l9 an cmirmw me 100 nrw anal AO-PL-0001 19 NOTES: OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET—UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. PPROVED BY mm ?� s INC l HOME lySTANO" M.T. JACOBSEN HOMES NDNA � DA' '� BIER: n+Eg saErrcAnMows uio oa,,,wcs,wc 3-30-45 «uww. a ,wrr, mw LaWm uft DRAAWG M DTI.E: P.O. 80X 368 VATMAL5 OF Jk0 ~ACiltl1/C 1— uc W MATM 9 AK FRWU TO TW OPEN PORCH RAILING(S) SAFETY HARBOR, FLORID A1O P 34695 REOPEIR SNO NMT BE. DRAWA NUYW: AD—PO-0001 20 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST do 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) - - - - c FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS T 7 (CENTER SECTION) REMOVE ALL FACTORY INSTALLEQ �- FOR ROOF VENTING BOTH FACTORY -' POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 k 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI -�L TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF .SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: DAM APPROVAL' APPROVED BY 14iRevised Oct25,2007 INC . FEDERAL MANUFACTURED HOME CONSTRUIETION AND SAFETY STANDARDS NO'd= DRAINN BY: O.A. DATE: 10-24-07 'REV. LETTER: JACOBSEN HOMES um SPE�TIM AND DRu� ARE " o ORIGINAL, PROPRIETARY, AND CWMENTM MATERIALS OF JACOBSEN MANUFACRRINO DRANANG TITLE: ON SITE PITCHED ROOF DETAILS B P.O. BOX 368 YDSTBEBE SAFETY HARBOR, FLORIDA 34695 ® PHONE (727) 726-1138 WOMTiT FOR SP10 uA KEPT OOT WITIAL ARD SECRET RN OTHERS DRAINING NUMBER: AD-PR-7001 21 ROOF- TO ROOF ATTACHMENT SECURE WITH EC 7/16 X1 INSTALLED ROOF DE Q SITE INSTALLED 7/16' MIN. ROOF 1 1/2' 16 CA, DECKING SECURED 1WTH 7 (12) EACH SIDE OF MARRIAGE UNE TO X 16 GA. STAPLES, 2' O.C. MAX. TO EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE r1 It' MIN. SITE INSTAU.ED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO ALIGN WITH [I, RAFTER BELOW TORT MISTA ;FD y' SEE NOTE 12 MA (Y BE SEE IDG l4�S lk I 18' MIN. NOTEDEIXING VNt CROSS-SECTION REF. PG. RC-07-0044 FACTORY INSTALLED RAFTER (CENTER SECTION) WMZONE' ■ ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. NDS01 lu. Cott C-FS3 - 88.01 NOTES: DK*W APYWOMAL °API APPROVAL; I. SECURE EACH 16' D.C. RAFTER TO RAIL BELOW WIH 2-110 X 4 1/2' SCREWS AT EACH RAFTER DID. SITE APPROVED BY NSTAU D PITCHED RAFTER TO ALIGN WITH FACTORY NSTALI D RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09,2006 #10 X 4 1/2' SCREWS 9' O.C. MAX SPACING. b Q�INC. I SEE AD—FA-0020 FOR GAP TREATMENT BETV�1 SECTIONS .3ohn C. OAtf�3f1, F? 6. $*g nu sammacu I move K2 Engkmering, Inc. COMf1wt MON AM SM11V STAWA"0: JACOBSEN HOMES 701K GFCXMf AM Omoo OWL — RAf�ICf Aft onAN1 °T' O.A. 0A1Ee 06-02-06 '�"� P.O. BOX 365 AAMMT OF AMMR[M YAYXACMMC We sum "Maas All[ PRaw NO 1K ROOF TO ROOF ATTACHMENT SAFETY HARBOR. fLOiitDA 34695 KOM PD[ 9= M1'® AN ■if [ DRAW C N LUK& PHONE (727) 726-1138 Tvf ewwmL"1x1 "" 00m AD—PR-7002 22 RAFTER TOP CIE END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTIDOKER 19' Q.C. MAX. BETWEEN OIJIMERS �i Q'a 1.... — 2 X 6 OVERHANG FASCIA DOUBLED END ZONE RAFTERS TYP. 16' O.C. 190 00 M 0 2 X 4 NAILING BLOCK (INSTALLED ON SITE) THiS TRUSS WSTALLED ON SITE MIN. (3) .131' X 3' NAILS FROM NAILING BLOCK INTO BOTTOM CHORD 160' RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131' X 3' NAPS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 X 6 SPF /3 FLAT SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131' X 3' NAILS OR MIN. 7/16' X 2 1/2' X 15 GA. STAPLES 16' O.C. MAXIMUM INTO TOP k BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OLIILDOKIR � �'- 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY W`1MIfL (5) 7/16' X 2 1/2' X 15 GA. NOTE STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) Tom (TYPICAL AT ALL CENTER BRACES) IN 1O EWDZtNtE PER FASMG CHART. SINGLE TRUSS DNLY REOV OMM OF 3 FT. AREA SS MAY BE FLASED oN Um SIDE I NDSOI I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION 70 BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAWNG. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD—PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: aumm . PE}IEIRATXItk J31 PD NAIL 5 1 1It f5 GA STAPLE a 1' 18 SCOW 2 f' (INCL TO OJ 00 8 FASTENERS MAY BE lISTAlLED NANDZONE 111 FROM 10P CHORD DOWd F PEWMAI N ALL EXPOSURES a YAWAI M (110 MPH) 20 PSF ROOF 10 PSF D.L. lu'CALM C-RC-197.01-197.02 MMEM APPROVAL I DARA APPROVAL ' j72�-7lo8---> .John C. DoE&-n, Rk. #C2 Engin�:T�n9� Inc. APPROVED BY N1Feet'' 05,2008 14 ,Nc' FEDERAL MAMUFACFURED HOME COHSTitl cnffl AND SAFETY STANDARDS JACOBSEN HOMES NOTiCe „� SPECfICATA7NS AlO oR~,�s,ws: DRAWN BY: O.A. DATE 1-29-08• REv. LETiFR ME" DR Z j PRW -T. Ate W MA�RIFAC DRAWMG VLF - END ZONE RAFTER/OVERHANG ASSEMBLY . BOX 368 m w W. WOF Ti3iA15 ARE PRDY�ED iD 6E 9J01 SAFETY HARBOR, FLORIDA 34695 Rmpwnx PJFMAMW9TK DRAWMG WMBEM PHONE (727) 726-1138 PVT 03ru a AID ME "m amm AD—PR-7003 23 ON SITE PITCHED ROOF DECKING INSTALLATION TIP. ROOF FRAMING 16' ON CENTER — TRIPLE WIDE CEN TER SECTION � AK — L SITE INSTALLED DECONaNG ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION do FOAMER of AT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS (2 Fuu ROWS OF SHEATNNG) /// SEAMS BETWEEN TRUSSES • SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) MANLIF. INSTALLED DECKING TO HERE 9 9 Ift WNDZONE i1 ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF O.L NOTES: 04GIM APPROVAL DAN APPROVAL 1. 1/0' MAMMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 Revised SPAN RATED) DECKING (EQUAL OR BETTER). John {',. 00—d--n. �� Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE }C21�T}�,:ir:•::i's'1�y, fiic. INC. SAME DECKING PATTERN. N1 FEDERAL MANUFACTURED HOME 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCnON AND SAFELY STANDARDS GA. STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES �NE9F�Efi1CAH1lQ oRA�oaBr, O.A. °"'� 10-24-07 `�"�': P.O. BOX 368 meuvY➢NCSQm OAS AL PRMSEM. no COIfCf wL MARE" OF WA FACIUM Dmwc line. n 1` EAurnN MfD c SM ►A78W ARE FFA19 DE ON SITE PITCHED ROOF DECKING INST. lL SAFETY HAR80R. FLORIDA W95 llcml FCR SIC PIlbOS4S No MAT IK ORAING NUMM PHW (727) 726-1138 WT amwK m sm flmN om AD—PR-7004 24 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SQ. IN. ROOF VENTS (SEE AD—PR-7006 FOR QUANTITIES) TYP. 100 SQ. IN, CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP, ROOF INSULATION —/ f / CEILING PANEL CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF DAPIA APPROVED BY IrTiNC, Revised Oct 25,2007 MANUFACTURED HOME 'CTION AND SAFETY STANDARDS ❑❑ JACOBSEN HOMES NOTICE „+e� �EEo�c�;,oNs,,,A ox„>�,a „�E ORMAL. PROPMETARY, AW CONFRIOJM DRAWN BY: O.A. DATE: 10-24-07 REV, LETTER n DRAWING TITLE: � P.O. BOX 368 dA AEN YANUFACIURBN: ISUCH SITE INSTALLED PITCHED ROOF VENTS �„ 0 AT LS INC. sHar „A,T� � �� � � /f-.�\ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECFENT FOR SUM PURPOSES AM WJST BE KEPT CONFMPX AND SECRET FROM 0M DRAWING NUMBER: AD—PR-7005 25 ROOF VENTING MARRIAGE MALLS I I M. 100 Sa K CUTOUTS FOR VD17LAIM 6 ROOF SECTM (SEE owt FOR REUMMENTS) 100 SO IN CUTOUT VENT HOLES N REQUIRED IN FLAT ROOF SECT10 (160-) x SECTIOM LEKTIt CUTOUT HOLES, 0 TO W-6' 1 IS'-6' 10 31'-3' 2 31'- TO w-w 3 46'-11i 10 6 -6' 4 62'--6 TD -0 1 5 I 1 MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I MARRIAGE WADS / LOW VENT LOW VENT ib° a-r {_Y i ■ a •50 Sp. IN, VENTS REQUIRED HIGH VENT IN SITE INSr LSD 'TRUSS SEr-MN O �qYp d-� CENTER LK OF CENTER SECTION I WJ I; RCII= tMI& "m Im LCM %M !i - ID 4M';W I mw e6 - to ..4 : I Tx soc BF To ST-f 3 2 Ll Ri S—r ,p�%--- 1YP. SO S0. It ROOF VENTS LOW VENT (SEE DWI FOR REOLAREMENTS) 4i A W'w1N W VvLwv w VMS 1 ■r J Low VENT MARRIAGE WALLS �.� 1 ,. ► 1 1 ' I t 6 O W 3 2 W T= W i� I� la I I I '- I I o" APPROVAL: AF PROVED BY JUN 10 ?A INC. FIDE LMANUFACTUREOHOME w rIKWAND SAFETY STANDARDS JACORSEN HORSES Xg SPEMNoinc UTONS W MAMG M oR�Fal BY: R.R. 01-22-04 REV UTTER CASWUP- t IA". AND Cr�anu U4 ORAWC 11Tu P.O. BOX 368 UAT�S OT 1 WNUFACT c ROOF VENTING SAKT`F HAROM FLOFO0A 34695 cvvw FOR STMC P<lVM AV FAST Ii ORAWK NUWR: 11 m PHONE (727) 726-1138 R€F'T msmtq m 9=1 FM OTdttM AD-PR-7006 I 1 MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I MARRIAGE WADS / LOW VENT LOW VENT ib° a-r {_Y i ■ a •50 Sp. IN, VENTS REQUIRED HIGH VENT IN SITE INSr LSD 'TRUSS SEr-MN O �qYp d-� CENTER LK OF CENTER SECTION I WJ I; RCII= tMI& "m Im LCM %M !i - ID 4M';W I mw e6 - to ..4 : I Tx soc BF To ST-f 3 2 Ll Ri S—r ,p�%--- 1YP. SO S0. It ROOF VENTS LOW VENT (SEE DWI FOR REOLAREMENTS) 4i A W'w1N W VvLwv w VMS 1 ■r J Low VENT MARRIAGE WALLS �.� 1 ,. ► 1 1 ' I t 6 O W 3 2 W T= W i� I� la I I I '- I I o" APPROVAL: AF PROVED BY JUN 10 ?A INC. FIDE LMANUFACTUREOHOME w rIKWAND SAFETY STANDARDS JACORSEN HORSES Xg SPEMNoinc UTONS W MAMG M oR�Fal BY: R.R. 01-22-04 REV UTTER CASWUP- t IA". AND Cr�anu U4 ORAWC 11Tu P.O. BOX 368 UAT�S OT 1 WNUFACT c ROOF VENTING SAKT`F HAROM FLOFO0A 34695 cvvw FOR STMC P<lVM AV FAST Ii ORAWK NUWR: 11 m PHONE (727) 726-1138 R€F'T msmtq m 9=1 FM OTdttM AD-PR-7006 S—r ,p�%--- 1YP. SO S0. It ROOF VENTS LOW VENT (SEE DWI FOR REOLAREMENTS) 4i A W'w1N W VvLwv w VMS 1 ■r J Low VENT MARRIAGE WALLS �.� 1 ,. ► 1 1 ' I t 6 O W 3 2 W T= W i� I� la I I I '- I I o" APPROVAL: AF PROVED BY JUN 10 ?A INC. FIDE LMANUFACTUREOHOME w rIKWAND SAFETY STANDARDS JACORSEN HORSES Xg SPEMNoinc UTONS W MAMG M oR�Fal BY: R.R. 01-22-04 REV UTTER CASWUP- t IA". AND Cr�anu U4 ORAWC 11Tu P.O. BOX 368 UAT�S OT 1 WNUFACT c ROOF VENTING SAKT`F HAROM FLOFO0A 34695 cvvw FOR STMC P<lVM AV FAST Ii ORAWK NUWR: 11 m PHONE (727) 726-1138 R€F'T msmtq m 9=1 FM OTdttM AD-PR-7006 PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE VENT LAr (OR SOLAR SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (SEE DETAIL 'A') \ _ / SITSECTIONLLED OF ROOFER " 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. CONNECWN 10 VENT FAN, SOLAR TUBE, OR EXTEND 1O RANG HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3- ABOVE ROOF) (SEE DETAIL 'B') FACTORY INSTALLED FLAT CENTER SECTION 'XHAUST DUCT SPLIT AND FASTENED TO ROOF PECKING OR BACKER PITH MIN. 4— 8D NAILS W LIEU OF FASTENING IUCT TO VENT CAP. SITE INSTALLED FLEX DUCT SHEET METAL SCREW .EX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS, Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOLE CUT IN ROOF DECKING. 4. RANGE AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPLICED WITH ALUMINIAA TAPE AS SHOWN IN THE DETAIL ABOVE. 5. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) r(SVENT PIPE ITE INSTALLED) �gSICOUPLER TE INSTALLED) 0' VENT PIPE -w(FACTORY INSTALLED) DETAIL ' B' DAM APPROVED BY '7fljuji 10 INC. RFOMEDIIALNUFACTURED HOME ON AND SAFETY STANDARDS NOTICE- DRAWN BY: DATE REV. LETTER: J AC O B S E N HOMES TIC% SPEOI lCATIONS 00 MAINZ AMR.R. 01— 23- 04 OF OW- PROFREtA". NO C"'0 NUAl DRAWING TITLE:WMERIALS _ P.O. BOX 368 W- SX)4 or WAS ARE PROVIDEJPZCOSEW TO Ill lc PITCHED ROOF EXTENDED VENTS eac Sa,ol fNiTfiAlS ARE PROVIDED ro ilaE SAFETY HARBOR. FLORIDA 34695 REOPM fOR SPECIX ROM "S VMI RE DRAWNG NUUBER: PHONE (727) 726-1138 IVY COIfXJE %q NO SECKI FROM onus AD-PR-7007 27 SITE INSTALLED SHINGLE AND UNDERLAYMENT 15/ FELT TO HAVE A 6' MIN. OVERLAP AND A MN. 6' WIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS, N f/2. TO I 1 I 1 I FEW INSTALLED 15f FELT MIN. INSTALLED OVER THE FACTORY INSTALLED VINDERLAVYENf KITH A 6' MIN. OVERLAP AND A MN. 6' TMDTH OF ROOF CEMENT. 151 FELT ALSO CEMENTED 1YTH A 6' WIDTH AROUND ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF. CFIELD INSTAUE) ROOF SI&IHIING (IYP.) 6' %DTH OF ROOF CEMENT WEN OPTIONAL 151 FELT IS INSTALLED. I 1 WlIWAL LAYER OF 151 FELT 1 i I 1 1 rl ONE-PIECE 99W / UNOERIJIYIDIT ROOF 9EADW (TIP.) THIS Row OF SHNGLES TO BE FIELD INSTALLED AFTER THE UNDERLAY%aT HAS BEEN INSTALLED. LTHE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENNT OVER LAP OF 6' MINIMUM. FASTENING DETAIL NOTES: Uv,4ttx AE WWAL: 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REWIRED IN ANY AREA EXCEPT WHERE NOTED. 2. FASTENING OF OPTIONAL 15E FELT IS NOT REQUIRED. (FASlENELRS APPLIED ARE XST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTAIIED.) .ioh;t� 'j�T1, , 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS r�2 FT1�ti�vi4lg, 1• ONLY WHEN SPECIRC APPUCAnONS ARE NOT COVERED. MANDZONE ID (110 MPH) ALL EXPOSURES DAPIA APPROVAL 1PPROVED BY Revised Oct 29,2007 LNG. EDERAL WINIIFACMED MOUE DNSTRIICTIDN AND SAFETY STANDARDS AC® SEN HOMES NO` &- U"%W TIT: O.A.90-24-07 unit NI v. EtIIEx: P.O. Box 3w6 FRwwA t Am N�t1 of uAl¢w DRATIM M: A r� sfa+ a�loaxs � TD tN3 mm m An m rta SIIE WSTALLED SHINGLE AND UFDERLAVREHT SAFETY HAMM FL ORDA 3095 WPM MR svM nlaf= AV MT IE ORAWC NUIlSElbHE PHONE (813) 726-1138 Mn CO>IROEMAA = SW � OHM AD-PR-7008 28 TYPICAL FLASHING INSTALLATION ROOFING TARANGUNDER NAILING FLE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. .105' X 1' MINIMUM ROOFING NAILS OR Ally X 1` MINIMUM NAILS MAY OPTIONAL SHINGLES MAY TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. E BY SECURING COVER ANY ROOF VENT FLANGE BY THE SHINGLE TO THE FLANGE AREA MATH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME, WITH NAILER FLANGE, SECURED TO ROOF, ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE ' UNDER SHINGLES. VATH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER VATH 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). FEDE ALMANUFACTUREOHOitE COPIS RUC110N AND SAFETY STANDARDS JACOBSEN HOMES NOTICE TKS<SE��A►0DUWMS % DRAWN BY. M•T DAiE 02-04-04 REV. LETTER: DRAMNG Tine DaGMUI.. PRWKIART. ADD CWMTML P.O. Box 368 NATMAES OF �AC00" M ~AC7UFM Ne. S11p1 MAUMALS ARE PROVIDED 10 TIE TYP. FLASHING INSTALLATION DRAWNG NUMBER SAFETY HARBOR. FLORIDA 34695 REO MT FOt 9ECFC PIIIIP m 14 MIST K PHONE (813) 726-1138 MEFI aWOEMTL1l MO SECKI FKU OTKRS AD-PR-7009 29 ADDENDUM GENERAL NOTES / TIE-DOlV'NS NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL. TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OCewS %1'EN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. iK.-I ANCHCRS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST bE ;NS1ALL-ID IN ACCORDANCE WITH THE ANCHOR MANLIFACTURER'S INSTRUCTIONS. 4. FRAME 11E-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS). 5. VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOB5EIT HOMES FOR ATTACHMENT OF VERTICAL BE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME 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 SQUARE 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- SIDElW'ALL. HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CER➢AED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION MD ME OF SOIL IN WHICH If ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROIdDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES. 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAAMUN OF TWO LONGITUDINAL RE-DOYAJ STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WITCH 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 TIPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REOURED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKriC P.EQU;REMZNTS. ALL BLOCK NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES. ME-S.- OF ENGINES APPROVAL'l�QQW D ��N77��''<' OAMA APPROVAL' - - �OR ROVED BY THESE NOTES AND DETAIIS ARE APPLICABLE ; @` N.. O •: FOR WIND ZONE 11 AND/OR WIND ZONE III. THEY r ENE870357I I ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' - AND EXPOSURE V. SEE APPROPRIATE TABLES ;� INC FOR SPECIFIC INFORMATION ON EACH. e �A p . 6 1 4.. ° ta. s .eowtTrsTAmx> �� y (o DATE: REV. LEPIER: JACOBJACOBSEN HOLES NOTICE AFM TTTTTTiT' C.L.Y. 5-19-95 SEN ORGIN L. PR;C TARONS u+o oTCA�+nTs aut �® csaPNat, r+TTcswtratr, ANO ttNrwExtvu DRarIWG WELT P.D. BOX 368 UATEMALS OF JACongN UANffACTMNC TD—GENERAL NOTES SAFETY HARBOR, FLORIDA J4645 we sTa TaaTmks ARE PROIr= TO THE BLOW FOR SKCFX Mon ADO Wn 6Y DRATMG NUUSM AO—TD-0001 PHONE (813) 726-T T38 *PT CO10 MTK AFC SECRET N26! OTIM 30 ADDENDUM NORMAL TIE—DOIYN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (+ MIN. WIND ZONE II WIND ZONE III Y:N. OiY, ANCHOR MIN. "' ANIOR L/ FLOOR WIGIH Ea. END OF EA SECTION ANGLE YIN. 9 EA. END GF EA SECTION ANCaE Y.N. 8 O�U a 20'-0' 2 36' 2 45' 24'-0" 2 46' 2 60' j� ��� 25'-4' 2 1 50' 3 38' 26'-8' 2 1 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III saaNC DBL. HEAD LOAD ANCHOR ANGLE SPACING DBL. HEAD LOAD ANCHOR ANc�E FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 8'-0" 31501 40'-50' C-8' 3150R 40'-50' 24'-O' -12' -0" 31501 40'-50' 6'•-8' 31501 40'-50' 254 12' 8'-0' 31501 4D•-50' 1 6'4 3150 40'-50' 26'-8' 12" 8'-0' 31501 40'-50' 1 6'-8' 3150 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE 11 WIND ZONE ill MIN. CITY. MMOR MIN. OTY. MOOR SJ FLOOR WIDTH EA. END G EA SECTION ANGLE YIN. a Ea. SENDEC OF EA. N SECTIO ANDI YIN.. B O 2'-0 2 50' 2 68' 24'-0' 2 70' 3 50' 254 3 5' 3 60' 3 j4t::± 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE it WIND ZONE L4 SPRANG DEL HEAD LOAD ANCHOR ANGLE SPACING DBL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12" 54 31501 40'-45' 4'-0' 31501 40'-50' 24'-O' 12' 5-4' 3150p 40'-50' 4'-0" 3150# 40'-50' 25'-4' 12' 54 1 3150# 40'-50' 4'-0 31501 40'-50' 26'-8' 12' 5-4' 31501 6-50' +11+ +T+m,, '-0' 31501 40'-50' OTES: ENGINEER` O �. DAPIA APPROVAL1. SEE AD-TD-DO01 FOR ADDITIONAL REOUIREUENIS. ) •= 't� �c • �i Q No. o'. PPROVED BY� 2 TSEE ABULATED 00111:OR WJUUu PIER HEIGHTS REQUIRED FOR THE LOADS _ NEg 1 5 INC. '' .c� •• 81�+.•• ���' �` �. �' ' . ,E7EWL,uNfAt7+71®!CK ws,n,crp, No sAfiT, svraa�3 JACOBSEN HOMES NOTICE: THESE SPEQf,CA'DONS AND DRAMNGS ARE '+Tel v I., C.L.Y. DATE: 1 5-30-95 REV. LETTER: P.O, BOX 368 MCINM_ PROPRIETARY. AND CONMENTUt MATERIALS OF JAC08SEN MAN"ACTURING DRAWING TITLE: NORM. SPACING TABLES / 1 +` SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 HNC SUCH YATER.ALS ARE PROVED, 70 THE KOMt FCR SPECS,C FJf0SS AND HIbT BE OUT COF MR& No SEav FRO, OTHEM /J DRAWNG NUMBER: AD-TD-0010 31 zE t�owo-al-av � mama inan � .w v ct S319tl1 9NpVdS 31tlN8311 wym — 7LL Gt �iQ�d 3IN SWMVP MM = s re 99C X09 '0'd IV IV SONKM . m SaWOH Masao.Ovr 60-fO-90 T" Um Xvum � an rusM samMm om wu�r� ivnaaal a.ow o�uam 'AVM a3IIWn a MkW W GMlW 'QYm 10"m 3%m lane x ?a N910lt5 lmw WHOW Pw I ' O N I 3,W S303 31 000 QL3t9VM&N 37Vd SH! No NJ!£i0 WX-31L T 60OZ' 9T "YM MLYMNI sm 3E aa3 03lft m SLNM ad xmv Hu rtm-m-M 33S z A9 G3AOMddY Slli3113aaID3a WNW= WJ Wa0-M-0 33S 't -Now& vm ti3mm M ON OZ'S 2- LO'S LZ - al-0 ,o�oo,N d ......... Ss i�40 . o TI • _ r J • • s v6f�S,b ON o 4 ESN3?�.�•o�owe Qaeaio►�� (STM a01W 803 # 31ON 33S) A-9 .9t b If091£ .*-S .Ot-s£ iast£ %.* I091£ .t-.9 .zt .0-9 .#%1£ .t-,9 St-.Ot hSi£ .*-.9 .zl .Ot .S£ 105t£ 9t-A hm .*-.S .zt .0-,tz A -SE 1 %.0 1 *.9 .zt J-,£z. 3z f0lQIN .� mx s 3nw mom 9Nar� OWHOO 3AV3 'XVII KLCM aOO'3 'NIN 113NOZ as II 3NOZ ONPA N'Iflfls MOMS NAO(I-RL MM/ MAN-& rlVDUM (OW OM 803 4 31ON 33S) .t� t It £ �C�O .9i £ .9£ £ .9-,9z .tt £ .09 z .*-,SZ .ot £ A z .0-,tz� .otc .t9 z .t-.£z e Ife Nofaas 13 e v NHS Y3 His mm UD v am AM Im 80013 w 3NOZ 00 13NOZ ONN rim muoyds mou-su imia 1S mai dal o 'III/III v II alloz i� .N''11 p STIsVs Muoycls no([ -El Rymiriv S ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE- DOWN SYSTEM FIGURE 1.0 SEE FIGURE 2.0 FOR ALTERNATE TIE-DO?Pli 111001) FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN .YE A l l i f SEE NOTE 5 FOR WUMN Hm NOTES: ENaNETR`�4;R\OVA QQCOa 014bVEu BY 1. SEE AD-TD-O010 FOR SPACING TABLES �� O '' G�STEgF F�1i • Z SEE AD-TD-0010 FOR QUANITY OF LONOTUDIAL TIE-OOM STRAPS REQUIRED. Q� No '• ?. _ % 3. SEE OTHER DETAILS FOR BLOC LONG (PIER) QUANTITY AND OTHER REQLICtEAENTS. _ ENE8703571 �. N INC,4. SEE AD-TD-0001 FOR ADDITIONAL REQU6iE11ENTS. 5. ZONE 2/EXPOSURE 'C': 60- NAXAAUN HEIGHT ZONE 2/EXPOSURE V: 44' YAXWU HEIGHT - woaAtET+rwroM�i ZONE 3J0POSURE *e' 40" NAX&IUM HEIGHT ��i'���'• IH •'���`��� REF. CALCS: ZONE 3/EFOSURE V- 36' NAXOAUN HEIGHT JACOBSEN HOMES NOTICE.` O!W(g1oN' DATE: REV LETTER n+aE SPECiTGT10N5 AND DRANANa ARE C.L.Y. 3-27-95 csaNAL PROaI UNY, AND COWEVITM DRAWNG TITLE.- P.O. BOX 368 MATERIALS OF JACOWN MNINACTIA7NO FIGURES 1.0 AND 1.1 BC S" MAXIMS ARE PROMDED TO ME SAFETY HARBOR, FLORIDA 34695 Bf Mff FOR 9VNX PJFM AND WST K DRAWING NUMBETt: PHONE (813) 726-1138 WT COWIDEENTUI N o smart FROM OTM9ai AD—TD-0011oo 33 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL. SIDE ELEVATION SHOVANG TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOVWNG TIEDOVMS FIGURE 1.0 FIGURE 1.1 (DE SGN BASED ON 951/f I-BIAM 03S AND 96' fflGH S1DEWAILS) �e`gEgqiB180"1" -if- - 0: IQ SEE MOTE 5 FM wmil HF w 7. SEE AD-TD-0090.1 FOR SPAONG TABLES APPROVED BY ONO' 2. SEE AD-TD-00I0.1 FOR QUANOTY OF LONOtiMAL TIE-DOM STRAPS REWRM I MMER DETAILS FOR RLOCKIM (PIER) QUAN11iY AM OTHER RI:Qd REUDIM AiJuun' 16,2009 4. SEE AD-TD-000I FOR ADDRIDNAL REQUIREMENTS FEDERAE MAMIGACf1MD I vA. NOCIF 5. ZOW 2 E RE V: 67' MA1@I�UM H Off CONSTRKMDM AND SARTY STANDARDS ZONE 3//EE-f MWRE V.' 56' VA7dtE W HEIGHT 6. WNW ANCHOR ANGLE SHOM ON AD-W-QD101 CAMIOT BE AOUEVED, RE% C�1(CS INSTAU AN APPROVED STA6TM PLATE GTE- l 5.01 - 215.20 NOTICR DRAM BY: DATE REV. LETIM JACOBSEN HOMES 1 AUD MAW= M M.T. 06-D4—os opma. PROP?JETARY, ASS? OMFMYL41 DRAWNG TITL P.O. BOX 368 HA7€18fAtS OF MUM 1tAWFAC70MG FIGURES 1.0 AND 1.1 M STMof MAWNS AM FAI1= M K �. sA�ON83FO2I 18S5 ZAG4ME E(1) 7Z813C FM onC AD-TD-0011.1 34 ADDENDUM StZ NORMAL TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR YIH.OTY. ANCHOR MIN.OTY. ANCHOR V V t (Q WIDTH EA. END OF AN EA. END OF ANGLE 1]4Q EA SC11ON YIN.. 9 EA SECfICN WWII.. 9 12'-0' 1 2 43' 2 55' 13'4 2 50' 2 68' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG DBI. HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'4 5' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 13'4 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III . FLOOR WIN. QTY. ANCHOR UK OTY. ANCHOR WIDTH EA END ANGLE EA END OF LE EA SECTIOD N WIN. 9 EA, SECTIONYIN. Ulm. B 12'-0' 2 sa' 3 47* 12'-0' 3 37' 4 33' 14 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 SPAONC DEL HF1J LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4' 31501 40'-45' 4'-0' 31509 40'-50' 13'-4' 6 54 3150p 40'-50' 4'-0' 3150# 40'-50' MOTES ENGINEERS D /'IAA�i �F� ��'�.� DAPIA APPROVAL L' 1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS z'1% p� • �s r' �,•1R_ 9Fo APPROVED BY�M No 2. SEE AD-TD-0013 FOR MA.4UUM PIER HEIGHTS REQUIRED FOR THE LOADS JLN ' S TASULAID ABOVE. ENE8703571 3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALI NOT FRONT OR REAR. * - I N G 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR V40THS WITH 95 1/2' '= � STA-TrF � '� IT7(4lwnJKIUtDN7E 00 n"bfW I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXDIUM SIDE MAX. EACH SIDE OF UNIT). �`''• ��/ 'i��Ff 0)AN.NC s% OVERHANG (6' OVERHANG JACO BSEN HOMES NOTICE: AAllflI11 TKSE S 01110.nws AND DRAW HM AltE I{II`'i`d ' C.L.Y. DATE: - 5-30-95 REV. LETTER: DRAWING TITLE: NORM. SPACING TABLES P.O. BOX 368 N CRIONAL. PROPta[WY, AND CCNFVtNW NATMALS OF JACDBgN Uk"ACTLRINC PRONDED TO THC / ` SAFETY HARBOR, FLORIDA 34695 wC S H uATEkkS ARE p aIM FCR 9ECF'C PJPM AND Y151 BE /N\ DRAWING NUMBER PHONE (813) 726-1138 KEPT CasuaP.0 uD !100 FKU OTIM AD- TO-0012 35 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE ZO FOR ALWITE TIE -non+ itMD MGLE ME FIGURE 1.3 SEE MURI 7.0 FOR ALTERNATE flE-DOWN i=D NOTES: I. SEE AD-M-0012 FOR SPACING TABLES AND NOTES. 2. SEE AD-1D-0012 FOR QUANTY OF LONOTWAL 71E-DOWN STRAPS REOURED. 3. SEE OTHER DETAILS FOR SLOCIONG (PIER) QUANTITY AND OTHER REQUREMENTS. 4. SEE AD-TD-0001 FOR ADDITIONAL REOUFUENTS. 5. ZONE 1/DPMRE V: 30' MAXRKUN HEIMT ZONE 2/EXPOSURE b': 48' MAXMUM HEIGHT ZONE 3/EXP0511RE 'C': 28' MAXIMUM HEMT ZONE 3/EJQ'OSURE 'D': 60' MAXIMUM HEIGHT SEE NOTE 5 FOR IIA1 M 1#](NT .•��``� c. ooF'�� No. RFO�y EN-ES703571 SUT'2 OF i DAPIA APPROVAL APPROVED BYgj., INCNZ__� IN104 h i �umw.�urc+u��a[ 1 V aaai�w�otAfCTTaNaA 71=JACOBSEN HOMES NOME •%,,—'uN TFIFSE ""A ter- C.L.Y. DA>� 5-19-95 REV. LETTER: t" P.O. BOX 368 SPECi1CATIONS NO IAA4 &*jj OMGMAL PROPRIETARY, AND CUYaa10ElIITA M/i1EOF AkOM MANUFACIMIC %7 DRAWING TITLE.- FIGURES 1.2 AND 1.3 /� SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 M SJCH YAMIKS ARE PRDMO TO THE REOPOR FOR 9WX POW NO IdM BE H DRAWING NUMBER IOPT COWWTUL AIO mm nm OIIEm AD-TD-0013 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S) ' E1 pSOVAL•. /i �\STEq •.cc,L', ''� DAPIA APPROVALNOTES. 1. SEE AD-N-0010 FOR SPACING TABLES �: •F4' N0. FQ '• APPROVED BYE 2. SEE AD-TD-0010 FOR WANITY OF LONCITUDIAL TIE-DOUN STRAPS REWIRED. ENC8703571 __ 5 3, SEE OTHER DETAILS FOR BLOWNG (F1ER) QUANTITY AND OTHER REWIREMENTS _ —• _ 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. I N C =,,'c�C• ••^/D 1 AN. •' ����.�� coa,R.aa,.csvm�v+ora� ` /0 A'At'i�� JACOBSEN HOMES No Ice THESE sPeanuna+s AND oaAwNts .RE DRAWN BY: C.L.Y. DATE: 5-19-95 REV. LET ER: DRAWNG TITL% FIGURE 2.0 P.O. BOX 368 MONAL. PRDMIARY• AND OMn EJNTK MATERIALS OF JACOZSEN MA"ACT"G PRWDED TO n „ F726'011384699 PHONE (813)SAFETY HARBOR. DEG WCH MATEMS ARE X ivT cwT wnk w sEaa =uus� !L-A1 ORAYANG NUMBER AD—TD-0014 37 ADDENDUM ALTERNATE TIE-DOIM SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS iE-DOWN STRAP SEC OTHER DFUS FOR nE-DOM STRAP SPEWCATIONS. SCt1D MEAGER (CROSSMEMEER) SIDE YEW SIDE 11EVT of VAIN FRAM_ i APPROVED ANCHOR WEL ED TO MAIN I -BEAM (SEE OVER DELIS SEE W-TD-0200 FOR FOR WELDNO) TO HE ICSTAUM RADLJS CUP DETAILS AT WE FACTORY. (REWIRED OiS LOCATION). (MW. 315Dj WOWNG (DMN) LOAD AND 47251 IATWATE LOAO.j GROUND ANCHOR SEE OTHER DETALS FOR SIM MOLE AND OTHER INSTALLATION NOTES. SEE AD-T7-0200 FOR RADIUS CLF DETALS (REQUIRED THIS LOCATON). FIGURE 2.1 FRONT VIEW C X 3TO (= 1/2') P;EAOER CUR STRAP FOR STRAP • MUST BE LOCATED MiTHN S' OF PAIN JTTACNNENT. {FACTORY CUT) CHASES i-BEAIL SEE AD-'.D-C2DO FOR RADIUS CLF DETALS (REOLMO THIS LOCA1oN), S'WX• TX -DOWN STRAP SEE OTHER CETAJLS FOR TIE-DDW\ STRAP SPECIMATWS. GROUND ANChOR' SEE OTHER OVALS FOR SIZE, A.NGE AND Ora USTAUATM r 38 LONGITUDINAL STRAP ATTACHMENT nplch TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) NOTES: ' 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. AM CLAMP, NANUFACURED BY I ENGINEERING, PART 159011 _._FACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) A PROVED BY Tlh IN INC. FEDE AL MANUFACTURED HOME Co RUCTION AND SAFETY STANDARDS NOTICE: DRAWN BY: DATE: REV, LETTER: JACOBSEN HOMES THESE SPEOFlCATIONS AND DRAWINGS ARE M.T. 6-1 2-01 CRIGIM PROPRIETARY, AND CONRDENTIAL DRAWING TITLE: NA7ERIALS OF JACOBSEN AIANUFAC7URINC LONGITUDINAL STRAP ATTACHMENT P.O. BOX 368" •mdm INC SUCH NAfMALS ARE PROVIDED 10 THE -- SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPE= PURPOSES AND MUST BE DRAWING NUMBER: AD—TO-0016 PHONE (727) 726-1138 NEaI EONEiDE.KM AND gERE► FROM OT►M 39 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES �• ZONE II & III/EXP. C & D `� I i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III V FLOOR WN. OTT. Amon loll orr. mom �G WIDTH EA END OF mu EA END OF AKE L O v EA. SECTION UK 0 Ell SECTION 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. WIND ZONE II WIND ZONE III FLOOR WDT12' OVERHANG EAVE SPACING D8 ANCHOR ANGI SPACING DBILOAD " ANCHOR ANGLE 4'-0' 4D'-50' 4'-0' 3150l 40'-50' 12'-0" 12" 4'-0' 3DO01 40'-50' 4'-0. 31501 49-50' 13'-4' 12' 5'-3' 31501 40'-50' 4'-0' 30001 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE ` MIN, INND ZONE II WIND ZONE III FLOOR MD1. OTT. ANCHOR WL oTT. ANm t ` \g, Y WIDTH EA. DID Of mu EIL END OF ANGLE ` O V E.A. SECTION WL 0 Ell SECTION UIK 0 10'-0' 2 64' 3 46' 11" 12'-0' 3 50' 3 68, IS-4- 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIOTH EAVE OVERHANG SPADING DBL OAD ANCNaR AIaE SPAaxc OBL� AEIOEOR ANGLE 10'-0' 12' 4'-0' 31501 40'-50' 2'-8' 31501 40'-50' 12'-0' 12' 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4" 12' 4'-0' 3065; 40'-50' 2'-8' 30001 40'-50' NOTES: ENGINE �� LavAbQlcis AlvifkOftb BY 1. OFFSET SECTION MTH THE MARRIAGE LLVE WALL ExtENOVNC BEYOND THE ENDT4ALL OF Q &S T �' ,. REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE W ACCORDANCE ' Q�' ;• c,� �1113 VAN THE TABLES ABOVE- THE SIDEWAIl SIDE AHD THE ADJACENT SECTION($) ARE T BE TIED DOWN . h' , .. - =_ � S EP 0 9 1 W ACCORDANCE MIN THE NORMAL SPACING TABLES (AD-TD-0010). . * 2. SEE AD-M-ODOI FOR ADDITIONAL REQUIREMENTS. 'o ' INC. 1, •���� .�.)ate.•' 3. SEE AD-TD-0021 FOR MAXIMUM PIER HEIWT REWIRED FOR THE LOADS 1ABULATEO ��'�'•!^Onr' FED � , ',��'s RAL MANUFACTURED HOME ABOVE �(�`��� CONSTRUCTION AND SAFETY STAND JACOBSEN HOMES NOTICE a►n,,,, II¢sE sPcanunas AND DRAMJlCS ARE {Lh R.R. DATE 8-27-96 REV,LETTT3T ■ P.O. BOX. 368 dadNA,, PROPOCTART. AND OOM10U'ML UAIDOuS Or JACOM MA AAWMIG °KSUW uATERu15 ARE FRONDED TO D u ORAMNO TITLE: OFFSET SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 • tS It ►�P1�Cd(IDENNI AK1 rRON OrKK DRAINING NUMBER AO-TO-0020 A 40 ADDENDUM OFFSETUNIT TIE -DOWN SYSTEM MAX. PER AD-ID-0020 TABLE OFFSET SECTION Of UNIT - -- 4- --4' Ne, -- TE-DOMB SPACING �• DE -DOWN SPAONG 11E-DOWN SPACING 24' PER AD-ID-0010 TABLE PER AD-ID-OD10 TAKE T "ER AD-ID-OD1D TABLE MAX. FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE-DOY N METHOD [TABLES ON AD-TD-0020 KM APPLY TD THESE STANWfm NULII-WIDE SECTIONS TYP. CROSS SECTIONS) OF 111E UNIT -SET: NOTE 1. AD-TD-aD2o.) SHO WNG TIEDOWNS nP I= ST�TTI17 rip. SEE NOTE 5 FCR M"um HEIGHT 1. man ma ANm ANGLE ANGLE m FIGURE 3.1 FIGURE 3.2 SEE FIGURE 6.0 FOR ALTERNATE TIE-DOAN METHOD gl+Bq;,ALTERNATE TIE-DDWH METHOD NOTES: ENGI0 lk�O"-- ST ., , �y DAP1A APPROVAL 1. SEE AD-m-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �' )O•��GU1 N0.RF0 2 ,�� APPROVED BYIp._ 2. SEE AD-TD-0020 FOR OUANITY OF LONGiUDIAL TIE-OOBN STRAPS REQUIRED. ENE8703571 (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR 6LOC10NG (PIER) QUANTITY AND OTHER REQUIREMENTS. _7N7A 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ` F> f r 5. ZONE 2/EXPOSURE :C': 44' MAXIMUM HEIGHT �i� ��'• //����� ' V ZONE 3/EXPOSURE V: 32' MAXIMUM HEIGHT 32' MAXIMUM HEIGHT (44' ®244' N10E MIN.' WIDE ) ''i''��sS • �� ����``` ZONE 3/EXPOSURE ( ) '0Al E xO7CEk DRAWN BY: DATE REV. LETTER: JAC O B S E N HOMES THESE SPEaTCATiONS AND DRAYANGS ARE C.L.Y. 5-11— 95 ORIGINAL. PROPRIETARY. AND CCNFTOENU& DRAWING TITLE'A P.O. BOX 368 F.IINCATERLALS OF JACOBSEN MANUFACIMNG FIG. 3.0, 3.1 & 3.2 SUCH MATEMS ARE PROWDED TO THE SAFETY ONE (813) FLORIDA261384695 C CFW� P0ECa4S� � DRAWING NUMBER: AD-TD-0021 41 ADDENDUM ALTERNATE OFFSET UNIT TIE-DOtiVN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-DOM SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND, 3.2 FOR TYP. CROSS-SECTION ,,,,T111T11111,,, NOTES: E� Dv O DAPIA APPROVAL' 1. SEE AD-TD-0020 FOR SPAC.'Y, TAKES (OFFSET SECTION ONLY). �� 4�G F.1;'-; APPROVED BY 2 SEE AD-TD-0020 FOR OUAN!lY OF LONQTWAL TIE -DOWN STRAPS REOURED. (OFW SECTION ONLY) No.9F0 FNE8703571 3. SEE OTHER OVALS FOR M00C.4C (PIER) QUANTITY AND OTHER REOUREI$NTS. REQUIREVENTS. - INC, �' 4. SEE AD-TD-0001 FOR ADDITIC2:AL T @ N �. T>'MRR�auorrAmtTAR'�1 JACOBSEN HOMES DESE SPEW TIME"MINUM"ARE 9Y:. C Y DATE` 5-11-95 ' LEnM „ P.O. 9 C WAL PTl'OW'Ty ANC WW WTYI YATETC a OF JACC89EA UNUAC1UaNC WC U01 YATUtlALS AX P004 D TO THE 9K� n DRAUNG TITLL• n r G. 4.� SAFETY NA4'e:3, FLORIDARIRIDA 34695 PHONE (813) 726-1138 r01 7(crt 14/PM NO YAT K PUT CCWMTK AN) KOM n Wl CUM ,H1 DRAB NUMBER: AO—M-0022 42 ADDENDUM 1G��s �CQRS UNIT TIE -DOWN SPACING TABLES S�'� F Q � ALTERNATE 5. ZONE II&III/EXP. C & D jLONGITUDINAL TIE -DOWN SPACING TABLE �+1 LAIN. RIND ZONE 11 UND ZONE III `J FLOOR U'H- OTY. ANCHOR WIN. OTY. ANCHOR WIDTH [A ENO OF ANGLE EA. END ( A O� EA SECTION UIN. 0 EA SECTION UIR. N. 0 20'-0' 2 36' 2 45' j� 24'-0' 2 46' 2 60' 25'4 2 50' 2 67' 26'-8- 2 55' 3 30' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR CAVE ra HEAD D% HEAD WIDTH OVERHANG SPACING LOAD AN010R ANNlE SPACING LOAD I MOTOR ANGLE 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900# 20' 24'-0' 12' 4'-O' 37001 20' 4'-0' 3950# 20' 254 12' 6'-8' 40001 15' 4'-0' 39501 22' 26'-8' 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III FLOOR UIN. OTY, ANCHOR UK OTY. ANCHOR { WIDTH EA. END OF ANGLE EA. END OF ANGLE U EA SECTION UDL 0 EA. SECTION UK 0 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'-9' N/A N/A N/A I N/A VERTICAL TIE -DOWN / FRAI►IE TIE -DOWN SPACING TABLE LAIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL MEAD ANCHOR AHM SPACNG DBL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 4'-O' 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24' N/A N/A N/A 25'-4' 12' 4'-0' 40DO j 26' N/A N/A N/A 26'-8' 12' 4'-0' 40001 27'. ,,,,,,, . N/A N/A I N/A NOTES: EN(i`&(BDO� / /ll!'/' MIA APPROVAL 1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS 2. SEE AD-TD-0031 FOR NJAJODUU PER HEIGHT REQUIRED FOR THE LOADS TABULATED � E1NE8703571 ABOVE. �' 3. 20 WADES -82' WOMUU I -BEAU SPACING ONLY. —" 4. 4' 1AAXIUUU INSET TO ANCHOR HEADS (SEE AD-TD-0031). JACOBSEN HOMES N077Cn "'Flifil THESE SPEancm-s MD DRAW9M ME mAw : C.L.Y. DATE 6-13-95 REV. LETTER: DRAWING TITLE- ALT. SPACING TABLES CIMONAL PROPME11ARY, AND cmir nAL MATERIALS OF JACOM YMUFACRF" P.O. BOX 368 INC. SJOi WATER1ALS ARE PRWDf9 10 THE ORAVA NG NUMBER: AD-TD-0030 SAFETY HARBOR. FLORIDA 34695 PHONE.(BI3) 726-113B RL019111 FOR stax RAPOSLs AM WMI aE FSYT COWMIT14 MID SEW ROU OTIIM 43 ��p,�pgS �poo� ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE —DOWN SYSTEM(S) fff NOTE 4 FOR MAAMUL HDCHT 4. MAX INSET FIGURE 5. 0 , L SEE FIGURE 1.1 FOR RECOXVENDED 7IE—DO1N MOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 410.00 POUND ANCHORS MEN USING THUS W—DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR 1111fR A DESIGN LOAD (TORKNG (O/D) RATING OF 4,000 POUNDS AND AN ULTBIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIYJWT ANCHOR YEETIRG THE ABOVE SPECIFICATIONS BADE By ANOTHER YANUFAMRER MAT BE USED IN UEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ' ALL WIND ZONES AND IN 807H EXPOSURE V AND EXPOSURE V, HOWEVER, BY 1. SEE AD-iD-OD01 FOR ADDITIONAL P,EQUIREMFNTS INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAN THE MAX 2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTTY AND OTHER REOUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE 3. FOR FIGURE 5.0 SEE ALTERNATE TiE-DOWN SPACING TABLES (AD-TD-0030). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS 4. ZONE 2/EXPOSURE 'C': 3t klkWJM HEIGHT EHC�NEER PRDVAL�X.- ' •;� OAPIA APPROVAL: ZONE 2/EXPOSURE '0': 27' MAWuju HEIGHT ,� CUFi %y i ���� _ _ ` ZONE 3/EIPOSURE'C': 30' MAXaWu HEIGHT 'D': • C1STE� • `',� Fij __ _ _ ZONE 3/E)O'05URE THIS APPLICATION IS NOT APPLICABLE. �.' �.N0. . ` �, .••�/.: �.� ' ` 1 Ira, F�L' ip rat .�-` _x' _.. . • .. ���- ��. JACOBSEN HOMES NOTICE: I "i1l1I 7KsE SPECIFICATIONS AND ORAVdNM ARE DRAWN BY: C.L.Y. DATE 6-13-95 REV. LETTER: MCINAL. PROPKIMY, AND CaffIDE ITM MATERIALS OF JACOBSEN MA"ACTU NC DRAWING TITLE FIG. 5.0 m P.O. BOX 368 W_ SUM Nxmth.S ARC PRW= TO THE SAFETY HARBOR• FLORIDA 34695 REWINT FOR SPErFX PAPO55LS AAA MUSTBE DRAINING NUMBERPHONE (B13) 726-1138 ;UT CUTWTLAL Ara SE00 Fl= orom AD-TD-0031 44 ur LE. TLis"° 0"- 1 ADDENDUM G ALT. OFFSET UNIT TIE -DOWN SPACING TABLES FFM ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE mIN. WIND ZONE 11 WIND ZONE III V FLOOR WIN. OTr. ANCHOR WIN. oil. ANCHOR 'WIDTH EA. END AEA END IG ANEA gcnON MIN. N. a EA gcT�ca+ MIN, e 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 53' 25'-4' 2 45' 2 58' 26'-8' 2 48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE SPAONG D6L HEAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE WIDTH OVERHANG LOAD LOAD 26-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0' 40001 20'-30' 4'—O' 4000# 2T-30' 25'-4' 12' 4'-0' 40001 20'-30' 4'-0' 4000# 20'-30' 26'-8' 12' 4'-0' 40001 20'-30' -4'-0' 40001 25'-30' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WINO ZONE 11 WIND ZONE III FLOOR MIN. Oft ANCHOR WIN. OTT. ANOIOR EA. END OF ANGLE EA. END OF ANGLE WIDTH O EA SECTOR WIN. B EA. SECTION YIN. B 20'-0' N/A N/A N/A N/A 24'-01 60' 3 45' 25'-4' 2 1 66' 3 48' 26'-8' 3 1 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 11 WIND ZONE III FLOOR EAVE DEL HEAD DEL HEAD WIDTH OVERHANG SPACINGDELANCHOR ANGLE SPAONG LOAD ANCHOR ANGLE 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' 0301 20'-30' 25-4' 12' 4'-0' 40001 25•-30' 3'-2' 4000# 15 -30' 26'-8' 12' 4'-0' 40001 25'-30' 3'-2' 4000,E 25'-30' O S: ENGINEER Iffif lIINAl,, DAPIA APPROVAL: 1. OFFSET SECTION 111TI1 THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALLL OF ,•��CDOC�'' : '•4,APPROVED BY THE ADJACENT SEM WUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE ��O;'*G\STE/� .F� �� 1NTH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO �:' Q' No O � JUN 1 4 BE TIED DOWN IN ACCORDANCE MATH THE ALT. SPACING TABLES (AD-TD-oo3o). � E 1:0 � ' I NC 2. SEE AD-ID-0001 FOR ADDITIONAL REOUIREMENTS. s ST r = CIL . 3. SEE AD -M-0033 FOR MAXIMUM PIER HEIGHT REOLARED FOR THE LOADS TABULATED : �Q ABOVE ���n� ' / 'v DATE; REV. LETTER: JACOBSEN HOMES TNESE $PEanruT.W5 µD �NNM'A': C.L.Y. 5-30-95 CRUNAL. PROPKTARY. AND tx71GMrIAL DRAMANG TITLE: P.O. BOX 368 �SwOF IMS A' PROMM ,1 ALT. SPACING TABLES TIC SAFETY HARBOR. FLORIDA 34695 REOPW fOR SPEOM P fnm NO wsT K ORA"NG NUWBER: PHONE (813) 726-1138 OUT CWMna AND S:aV M OTHn AD—TD-0032 45 15 ADDENDUM S F� 11OQ� 1� ALTERNATE TIE DOWN SYSTEM TYP. CROSS SECTiON(S) SHOWING PEDOWNS SEE NOTE 5 FOR mom "m AN]E ANGLE FIGURE 6.0 SEE FIGURE al FOR RECOMMENDED TIE -DOWN METHOD (TABLES ON AD-iD-M QDM APPLY TO THESE STANOAIO MAILMILE SECW S OF THE UNIT -SEE NOTE i, AD-10-0032] TiP. FLOOR SYSTDI TtP. CROSS-W3M- OvmS ANCICI mu ANCHOR MOLE FIGURE 6.1 SEE FIGURE 12 FOR RECOIDtYNDED TIE -DOWN MEiHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS ilffJi USING DO M-DOIN CONFIGURATION A STYLE CREST PRODUCTS YODEL 575H (TYPE 2). AUGER ANCHOR TiTH A DESIGN IDAD (i11T iAAD) RAiDIG OF 4,000 POUNDS AND AN ULTOLATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVIIX ANCHOR MEETING THE ABOVE SPEC�1CAMNS MADE BY ANOrdER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCES ANCHOR rd 1. SEE AD-TD-ODDI FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BLIDOONG (PIER) QUANTITY AND OTHER REOIRREVENTS. 3. FOR FIGURE 6.0 SEE OFFSET UNIT TiE-DOiM SPACING TABLES (AD-TD-00201 4. FOR FIGURE 6.1 SEE NORMAL TiE-DOWN SPACING TABLES (AD-ID-0010). (ALSO SEE AD-TD-0020 AND AD-TD-0021) 5. ZONE 2/EXPOSURE V.- 32' WSW HEIGHT ZONE 2/EWOSURE 'D" 24- MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 24- MAJOMNV HEIGHT ZONE 3/EVOSURE V. 2r MAXIMUM HEIGHT THE ALTERNATE 11E-DOWN METHODS SHOW4 ADM ARE ACCEPTABLE FOR USE N ALL WJV ZONES AND N BOTH E)POSUFE 'C' AND EXPOSURE V, HOWIEVER• BY INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAN THE VAX. HEIGHT OFF THE GROUND 6 GREATLY REDUCIrD. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR WSTALLNG FRAME TIE -DOOM e``G% No..9 F2 vo F.c+ , • ....ST PROVED BY NIP INC.S sw�+.:a r- srrn ra04[WI JACOBSEN HOMES >rm o,�,� DRAMNGS''AH� HiHi1HHS`"�Tc.�.Y. DAIS 5-30-95 �" LETTER: ORIGINAL PROPFKIARW. AND CCNAt00HTHAL DRAWiWG TITLE: MATERIALS OF .IACOBSEN mmxACTIAXNC „ P.O. BOX 368 W_ SX H MATERIALS AK PRONGED TO TIIC FIG. 6.0 6.1 SAFETY HARBOR FLORIDA 34695 RRCPIEM FOR SPECWY PJRPOSES NO VJSE K DRAiWNG NUMBER PHONE (813) 726-1138 MY MWMTLA PC $EDO ntou OTOM AO-TD-0033 46 ADDENDUM ALTERNATE TIE -DOWN SPACING TABLES S' 7 ZONE II & ]II/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE SIN W;ND ZONE II WIND ZONE III FLOOR . u,N• on ANCHOR MIN. ott. ANo+oa j� MOTH EA. END OF ANGLE EA. END OF ANGLE �O EA. SECTION UK A EA. SECTION WIN. 0 12'-0' 2 43' 2 55' 13'-4' 2 50' 1 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE SPACING m- HEAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE WIDTH OVERHANG LOAD LOAD 12'-0' 6' 4'-0' 37501 20' 4'-0' 39001 22' 13'-4' 1 6'1 5-4' 38501 25' 5-4' 3960# 30' THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 11 WIND ZONE III FLOOR WIN. OTT. AWIN. OTT. ANCHORANGLEWIDTH EA END 6 ANGLE ANGLE EA END OF 0 KEA SECTIONuIN. a EA. SECTION we 12'-0' 2 64' 3 47' 12'-0' 3 31' 4 33' IS 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 FLOOR EAVE SPACING DEHEAD ANCHOR ANGLE SPACING DEL HEAD ANCHOR ANGLE WIDTH OVERHANG LOAD LOAD 6' 4'-0' 39501 25' 2'-8' 39301 20' 13'-4' 1 6' 4'-0' 39601 25' 2'-8' 40001 30' THIS ALTERNATE APPLICATION REQUIRES...4,,000 POUND ANCHORS NOTM: ENG1uEkeL\PReL• .. O��� /�'' DAPIA APPROVAL 1. SEE AD-TD-oo01 FOR ADDITIONALREOUQiEYEN1S 8 `.-Q�,15TEgF�F2'�•� APPROVED . � N o. o '••, Y 2 SEE AD-7D-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS EN�3703571 TABULATED ABOVE = 7N] 1 MAXL EAVE OVERHANG REFERS 70 OVERHANG AT SIDEWALL NOT FRONT OR REAR. = : •� 1 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' :gyp � 6 �{ 9 • � � ►mcf M39 INC I -BEAM SPACING. 96' NAXIMLIM SIDEWALL HEIGHT AND 6' MA)am SIDE ''��'�F SDI �,•'�\����� � �� OVERHANG (6' OVD3IANG MAX EACH SIDE OF UNIT} NOTI > 'It, PAW C.L.Y. DATE: 5-30-95 REV. LETTER: J AC O B S E N HOMES TNEsE sPEOVATIONS AND ORAWNOS ARE aaam. PROPRlETAIlt•. AND ccNnmITTIAL DRAWNG TITtF ALL. SPACING TABLES P.O. BOIL 368 WATERXALS OF .acorn MANLKAcTLiENC „ SAFETY HARBOR. FLORIDA 34695 KCCp(�T(TT FOR SPLCnC 1 W WSI BE DRAWING NUMBER PHONE (813) 726-)138 ivT mole wTvL mo sEav mow o1H2s . AG-TD-0040 47 �000� ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS AH0.E mu FIGURE 7.0 SEE FIGURE L3 FOR RBCOWNDED TIE-DOTIN METHOD IMPORTANT NOTICE: SEE NOTE 1 FOR MAXDNY HIMT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TM USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TM A DESIGN LOAD (101010 LOAD) RATING OF 4,000 POUNDS AND AN ULTTYATE LOAD RA11K OF 6,000 POUNDS MAST BE USED. AN EQUNYI,ANT ANCHOR MEERNG THE ABOVE SPM ICATIDNS MADE BY ANOTHER MANUFACTURER HAT BE USED IN LZU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BLOOONG (PIER) OUANTITY AND OTHER REOIAREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOV N SPACING TABLES (AO-7D-0035). 4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 28- MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAMMUM HMT ZONE 3/EXPOSURE Vl. 28- MAMM HEIGHT 5. SEE AD-TD-O035 FOR ADDITIONAL NOTES JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE TIE-DOAN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL WINO ZONES AND IN BOTH EXPOSURE V AND EXPOSURE V, HOWEVER, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-" 1HE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OW DETAINS FOR THE RECOMMENDED METHODS FOR INSTA LM CRANE TIE -DOWNS. STF9 �• N0. NE87D� ...l...:�. NOTICE '7II/l11 11�+'��, THESE stanCATKUS NO ORATOM ARE t1 C.L.Y. CROINAN- PRWKIMT• AND CCW"xTHAI DRAFTING TITLE: MATTRKS OF JACOBSTM MNffACIIIaMC NG RK H MAIDW ARE PROYOM TO THE Rf�DTT ra SPEC:IC RltlC6tS AIO HIEi r DRAWING NUMBER: NOPT CONIMIK AND SEMI FROM OTNI)M APPROVED BY IN 1"4 �5 " ram vLLNG 5-30-95 FIG. 7.0 A AO-TD-0041 48 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL 'S' SEE DETAIL DETAIL 'A' WCKLE WITH 3150# Y MINIMUM (DESIGN LOAD) DETAIL `B' L -BEAM LL DOWN TIGHT TO DUND ANCHOR INSTALL RADIUS CUP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. %9! Rmmlk DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR r;pRNI 'T LONGITUDINAL TIE CONNECTIONS ALSO. NOTES: Q o. o APPROVAL N'•. 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 APPROVED BY AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = �,pa THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. = * — alk 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS -O STATE OF ;'cr-- WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�O'•.,! P•' �'�� OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �'�,'r�C` IAA•' �` RIM femm Wirt I 2 CONSMT ICN AND S14 If UE D AND II RD OTHERS NOV 2 4 1998 NOTICE DRAWN 8Y: DATE: REV. LETTER: JACOBSEN HOMES TNESE sPEETFICAT"s AND DRAWINGS ARE M.T. 11-18-98 ®® OPoGINAL, PRGPRIETARY, AND CGNFDETTTIAL DRAWING 'nTLE: 1 J P.O. BOX 358 11A�AL' OF JACOBSEN 1AANUFACTURINC MISC. TIE —DOWN SAFETY SAFETY HARBOR, FLORIDA 34695 INC. SUCH 4ATMALS ARE PROVIDED TO TFiE PHONE (813) 726-1138 KEPTTCCCNTMn AND � ODTR DRAWING NU119ER: AD—TD-0050 49 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE (1� MIN. WAND ZONE A WAND ZONE III FLOOR WIDTH UK OTY. EA END of AW43R ANGLE UK OTY. EA. OF XNDiOR A ^ O �U EA, SECTION UK sEcnO+ Ex SEC 1m+. e L 30'4 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZWE U WIND ZONE Iq W FLOOR OVERHANG EAVE SPAONG DRL IVD LOAD A40a ANGLE SPAONG DEI` `�`D ANDHOR mw LOAD 30'-8' 6' 6'-9' 31501 41-46 5'-5' 31501 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE TIN. WAND ZONE Il WAND ZONE PI FLOOR OTl.O A. ANDLOR OP! A OiOR WIDTH E EA. END OF EA. SEC OF A. ANGLE ANGLE O vv EA sEcnoa IN. Imp a E� SECTION uoi e 30'-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAY, WIND ZONE A WAND ZONE IG FLOOR WIDTH EAVE OVERHANG SPADNG D& KA LOAD ANDIOR ANGLE SPAC1Nc L�TAN�ANGLE 30'-8' 6' 4'-6' 31501 46-50 4'—O' 31501 49-52 Y4NOZONE III (I 10 MPH) 20 PSF ROOF 10 PSF D.L. ((�� /� REF. CALa G Uf} - 474, 01- %¢. 6 ',,1,11„111►,I,,, NOTES: EN H� • • . DAPU1 APPROV MM 0 S I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREI m �'Q�G\ N0. ,? % APPROVED BY 2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS 910334 TABULATED ABOVE eoe = = -� `TATE OF '� = INC I V p �� A casnuna+wowrrtswaaos � JACOBSEN HOMES NOTIC 1►�sE S�EC,I1CAl10NS AID oRA11M ARF AmH BY: M.T. DATE 2-8-99 REV. tEtTE>r . P.O. BOX 368 CRIONAL. PROPKIAR7. AND COt "OAL NAIERIALS OF 1ACMSER Ma"Ac1URINC DRAIRMG TIILE: NORM, SPACING TABLES „ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 tt 9" YATMA1S AM PROVOCO 10 A[ wl plprooinnµ no Rota mom Dm ORANING NUMBER: AD—TD-0070 TA 50 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS ■M r �lw_wly gram ru w-W-wry iwu. nx Nr-iu-mu livxt rum iv-iu-unv Iatu nx W-IU-mg IML wx TYPICAL CROSS SECTION SHOWING TIEDOWNS SET ANIXR FIGURE 10.0 SEE FIGURE 20 FOR ALTMA1811E-WIN MMOD 3 SEE NOTE 5 FOR MAXNW NEX:R N FIGURE 10.1 SEE FIGURE 50 FOR ACIERMAIS =-DOWN YEiI10D EEEEtH c w,,. f(, at- 9/, NANNONE III (110 MPH) 20 PSF ROOF 10 PSF Dl_ NOTES: 'Q �% VAM AMUVAL•. 1. SEE AD-TO-0070 FOR SPA= TABLES. � :�f _ No. � •• APPROVED BY 2. SEE AD-TD-0070 FOR QUANITY OF LONGITUOIAL ME-DOMN STRAPS REOURED. 910334 _ 3. SEE OTHER DETAILS FOR BL00(NG (PER) QUANTITY AND OTHER REOL)IFUENTS. oO ON 4. 5EE FIHL ADDENDUM FOR ADDITIONAL REOUREl1ENTS .0:• STATE OF _; �44iz *� ••. P 5. ZONE 21tXPO 11R V. 56- MAXIMUM HEIGHT Q �yQ' �� 4i, N IP INC. ZONE 2AXPOSURE V: 40' 4Al m HEIGHT ZONE 3AXPOSIRE -C: 56- MATOMLM HEIGHT • , ,�(�/++ ..` `` 1 r� �,iF T�oeakMW CHOW Aosomsumfos s� fii,� WGTRom ZONE 3/E�OSIRE b: 40' MA70YUL1 HEIGHT %I % JACOBSEN HOMES NOTICE: gm sKaE7 imms me DRA � ARE DRA I.T. DATE: 3-1-99 REV. LETTER: P.O. BOX 368 owaNA1. PRWFIETARY. AND CON IOE)tm MATMALS OF JA`OBSEN UNWA`URW DRAYANG TITLE: FIGURES 10.0 AND 10.1 SAFETY HARBOR. FLORIDA 34695 INC. S110E MATERAES ARE PROWED 70 TIE REaPW FOR RIME PER MS AND WST BE DRAmNC NUMBER: PHONE (727) 726-1138 KEK CWIDDMAL AND SEMET FROM OHM AD— TD-0071 51 ADDENDUM. �g�s G NORMAL TIE -DOWN SPACING S TABLE ZONE 11 & III/EXP. C & D i (1� ^ 0 LONGITUDINAL TIE -DOWN SPACING TABLE LAIN. FLOOR WIDTH WIND ZONE n WIND ZONE III WL OTT. EA END OF Eel SECTION ANCHOR ANGLE UK 6 UK QTr. EA DO OF EA. SECTION ANCHOR Awl OL 9 154 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVERHANG WIND ZONE II WINO ZONE III SPA0N„ x NA LOAD ANCHOR ANC SPACING ° HEAD LOAD MOOR ANGLE 15-4- 6' EACH SIDE 6'-10' 31501 40-46 5-6' 31501 42-47 �O LONGITUDINAL TIE -DOWN SPACING TABLE . MIN, FLOOR 1YID1N VAND ZONE II WIND Z014E III UIN• OTT. Ell END OF EA. SECTION ARM ANGLE MEN, a Hai. OTY. EA DID OF EA SEc110H ANCHOR ANGLE Nat e 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OTRHANG WIND ZONE B WIND ZONE III SPAONC � LAD Lori ARM ANGLE SPACING D oAD ANCHOR ANGLE 15'-4' 6' EACH SIDE 4'-6- 31501 42-50 4'-0' 31501 44-50 NINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS TITI1HIHa, NOTES: I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS. 2. SEE AD—TD—OO7J FOR LlAbIfJM PIER HEIGHTS GHTS REQUIRED FOR THE LOADS TABULATED ABOVE 3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2' c I -BEAM SPACING, .6' MAXIMUM SIOEWALL HEIGHT AND 6• MA70MUM 90E OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT). ENa`N(� py r�� I,F , ��` �Q ,• G�STE,gF .�l /��� S 9103�i • •q • STATE OF Z . : �''•, : ' �� % �' ' • . Q � .` DAPLA APPROVAL_MM BY INC.. NIP I' �I rta,�rwuTAcaRAaa masnunolAawznrcwoM" JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 HE PHONE (727) 726-1138 NOTI FI1I THESE SPEOnCADONS AND DRATMM ARE OR*NAL PROM11AR7, AM CC MNRALDRAWING MA7ERIAUS OF AACOBSEN MUNFACTURRHO m ljoi uATERRALS Ara[ PROVIDED To THE iaCcmf Foi 9NC71C P-VMS NO MST DE WPI CC'+nDEHnq AND SECRET nOU Orr ItZ BY: M.T. GATE: 2-8-99 REV. LETTER: TITLEP.O. NORM. SPACING TABLES DRAWING NUMBER: AO—TD-0072 52 TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TYPICAL CROSS SECTION SHOWING -TIEDOWNS ADDENDUM TIE- DOWN SYSTEM FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE 71E-DOWN METHOD SEE NOTE 5 FOR NANWRNk HDGHT AR MSET N CHORFROM HEM FIGURE 10. 3 6 91 FROM SIX OF HOWL (TIP.) SEE FIGURE 7.0 FVR ALTERNATE ]TE-DOWN 1MD NOTES: 1. SEE AD-1D-0072 FOR SPACING TABLES AND NOTES. 2. SEE AD—TD-0072 FOR QUAN17Y OF LONGITUDIAL TeE—DOWN STRAPS REWIRED. 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS 4. SEE FULL AODENDLN FOR ADDITIONAL REQUNREbNENTS. 5. ZONE 2/0PUSURE V: 56' MA)O UAN HEIGHT ZONE 2/DPOSURE V: 56" NA)O" HEIGHT ZONE 3/E)POSURE V- 56- NAMIAri( HEIGHT ZONE 3/DPOM V: 56- NA)OMW HEKOIT REF. CALLS. c �,� _ q ` %t"�1111111I111l,, it ENGI *P ,. *z, I DAPIA APPROVA' '� Ve .0ST E� � No. o' 910334 STATE P'. ,��ca, e 01 JACOBSEN HOMES Tzg sKaFCAROFIS`Alk1 lxt04 m% CRM9. PROPRIETARY, Attu OCEfmlik. P.O. BOX 368 61AIMALS OF ACOOSM MANWACRR2tNG I ®, SAFETY HARBOR, FLORIDA 34695 @IC SUCH YATEMA S ARE PR0V= TO THE RECF11 fat Sett M KR M AM UM 9 PHONE (727) 726-1138 Pm CONFMDMAL Mw graft nm Oilm Y.,: M.T. QATE 3-1—on nU' FIGURES 10.2 AND .10.3 NUMBER- AD—TO-0073 VANCIZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L 53 ADDENDUM �s ��' OFFSET UNIT TIE —DOWN SPACING TABLES 111 ZONE II & III/EXP. C & D �� + LONGITUDINAL TIE —DOWN SPACING TABLE (�1 MIN. WIND ZONE I NO ZONE I FLOOR WK on mow yet on mcm �G ElkWIDTH ENDSEC Ell ff ma Ell S.OTI011 Ek O IL YK B swim EA SEC1i011 IL YDL A O 11'-0' 3 47' 3 61' 13'-4' 2 54' 3 41' 15'-4' 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE a WIND ZONE IS WIOOR THH EAVE OVERHANG sP LDAD AN010R ANGLE SPACING L" Mon ANGLE 12'-0' 12' 5-0' 31501 40' 4'-0' 31501 39' IS-4' 12' 5'-0' 31501 41' 4'-0' 30001 40' 154 12' 5-0' 31501 43' 4'-0' 3DO01 4T LONGITUDINAL TIE —DOWN SPACING TABLE WIN. WINO ZONE I wm ZONE II M. QTY. ANCIIOIL MIL LTTT: ANCHOR FLOOR WIDTH EA. ETD OF EA OF O v EA s>rctaM of � s SEC EA sEcaoN &L � e 12'-0' 4 45' 4 60' 13'-4' 3 45' 3 60' 154 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WHO ZONE I WIND ZONE IN FLOOR WOTHTH OV HANG �AOMs M WA Lm A+n+oR ANfiE SPALIIG I" ANCi101t ANGLE 12 —0' 12' 4'-0' 31501 40' S-0' 3wo1 38 1T-4' 12' 4'-0' 301551 41' T-T 3000i 39' 15'-4' 12' 4'-0' 3061 43' S-0' 1 41' NOTES: A66 - 4A(,65, C-s�- 16 •01- 16 12_ EHcrM ATfoMl I too#? Ri%CALM C- v- 17•G - 1. OFFSET SECTION PATH THE MARRIAGE LIE WALL EXTENDING BEYOND DIE ENDWAIL OF �'`G4�` .•• .O�Q +s THE AD AM SECTION MLIST BE TIED DOM AT THE MANAGE LIE IN ACCORDANCE QlL• ,.:Q�yr♦�. 17r p ff&itD y-� BY NTH THE TABLES ASM THE SIDEWALL SIDE AND THE ADJACENT SECiION(S) ARE TO BE TIED DOVIN IN ACCORDANCE THIN THE NORMAL SPACING TABLES (SEE AD-TD-0010' JUN I FOR 12'-W t IS-4. WDES, AND AD-TD-0070 FOR 15'-4• NDES� 2 SEE AD-TD-OW FOR ADDITIONAL REWRt3ENTS ((� ' INC. 1 SEE AD-M-0081 FOR MA)OANJ A PER POWT RD ECAJF FOR THE LOADS TABULATED P • Q;� 0RVD (V • ABOVE w�4`� LMANUg1CTUR INDME JACOBSEN HOMES 7HM au ' • oi��1•T. •ORANNG 6-8-04 'CENTER ®® P.O. 80x 36e . �• PaaPMANY, AM TITLE Wl „A,� W OFFSET SPONG TABLES SAFETY 5 PHONE (727) 72G-i138 69 W. WT C NDtMl DRAWING NtELBFk AD—TD—D080 54 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM .1 3T151. �311,k • 1 11 MAX PER AD-ID-0060 TABLE PER AD-ID-0070 TAKE PER WTD-0070 TABLE PER AD-iD-0070 TABLE OR AD-TD-0010 TABLE 0R AD-ID-OOLO TAKE fR AD-TD-00 TABLE FIGURE 11.0 SO Fi M 4.0 MR 9=11T8 tit-DOTTN NETBOD i SECiION(S) TiE oms ITE 5 FOR 111 "IT [TaB ON wm-m am Any 10 UN SIANOARD MUD-VOE SMW OF K LILT -SEE ME I, AD-ID--0000.] TIP. FLOOR SYSIM-7 TV. 1— ANm All It F I— ANl U MOLE AMM ANU---4 It NLiE ANIiE �6�. L'�LG�i �L: �gF C�14, FIGURE 11.1 c-51<- l4.c1-14,rz) FIGURE 11.2 C�_g� ^,'�;08^ Sat FK= &0 F01 Ab'[1NM tit-DDIN SO FiG� Q� LOB ILT88lUfB ti&-DOWN i=D NOTES;}r.. �LDOf: +pity DAPIA APPROVAL: 1. SEE ADm—aoeo FOR saAcmc TABLES (OFFSET SECT"o►t� A~ '; �' .:,; c ; i :� P PROV E D BY 2 SEE AD-10-m FOR aumTr of LONGiTiI K TE-Dm STRAPS REamm. (OFFSET SECTION OILY) o. 004548 11 0 3. SEE OTHER DETALS FOR BLOOM (PER) auulR ANTITY AND OTHER REABOT5. �VN 4. SEE AO-TD-0001 FOR ADDITIONAL REWEWENTS. - a�• 5 201E 2/E7POSURE 'C': 48° MIAWRd tilZ{5(T p ' . OF a INC. OW ZONE 2/00POSLK V: 40' MA)01�1uM 1rf]L;}IT-3S' FOR 12'-0' YL� L"Ts o F „ P ; •°�•" a'� ESTR NUFACTW STANDARDS ZONE 3/00POSLI E C: 48' MWOII N HEttIIT ®+� •' • • . ;' t�. • jrkT p()N AND SAFETY STANDARDS ZONE 3/EXFOSLl E V. 40' M AXIIM HE)g4T - JHCOBSEI�7 HOMES NOncm lPt' * nesF Sli(7FYCAT" AW WAVM AM :pR ww* M.T. DATE 5—�-04 REV. LETTII2R OLD, L AB PM TW MA OF MANWACUM WAWA TITLE FIG. 11.0, 11.1 & 11.2 P.O. BOX 368 ARE SAFETY HARBOR, FLORIDA 34695 AM MOST BE WW FOR TI PK000 DRAB; : PHONE (727) 726-1138 KEPT OOiDE mx AND wiv FAOY OTTERS. A0_TD-0081 55 ADDENDUM ALTERNATE 'OFFSET -UNIT TIE -DOWN SYSTEM MAIL POI 0-TD-ODW ME I WX put M-m-m?o TAM ' PER AD-ID-0070 IABLL - PER 4-11)-1074 TABLE ' WAX am SECIKM CF LINT CR AD-TD-00 TAM CR lw_v_=O TAM OR 0-M-00 TAE FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR TY? .,,,QZQS- SECTION NOTES: EN&INE.Wjkr 'STE DAPIA APPROVAL - I. SEE AD-10-0080 FOR SPACING TAKESNo. (OFFSET SECTION ONLY A r —1, V 2. SEE AD—M-00110 FOR QUANITY OF LONOTUDIAL TIE—DOM. STRAPS REQUIRED. Q 910334 (OffSET SICTM ONLY) I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY M OTHER REOUREMENTS. V� -0 STATE O' A. SEE AD-TD-DOM FOR ADOITIONAL REOURDIENIS. DERk. h"AN"JAMIAM F7,`M-- CITICS, DRAW OY, REV. LETTER; JACOBSEN HOMES 7ktsE sp[WKAMS AND DRAU4M ARE R.R. DATE' 5-9-01 ORWAL FRUMILIANT. AM VcwwL]fnk DRAMNG TITLE: P.O. BOX 368 MAIE90ALS OF ACOM MAJAWACIUMIS FIG. 12.0 W_,SUCH MAMUS ARE FMDED TO TIC SAFElY HARBOR. FLORIDA 34695 AECIA011 FOR sncnc FURPORS Am wisi BE ORAWC NUMBER m PH -ONE (727) 726-1138 IlPt CtMMVK AMSE=l MW OnM AD—M-0082 9-� ADDENDUMG���s 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES S O 0 W. 'ON ZONE II & III/EXP. C & LONGIT INAL TIE -DOWN SPACING TABLE �r' NUJ WM ZONE N WIND ZONE N y' FLOOR cn u�m MK on VD1H a ono wt e Ek sF�.caoffi+ � e 26'4 3 42' 3 5T r 30'-9- El 3 ST 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN; SPACING TABLE MIN. FLOOR MOTH MAX. 04ER k WIND ZONE I WIND ZONE M SPAM LDADEL WA NKM AWIL .SP11= 08L W LOW Ai4m MUE 26'-8' 6' 6'-8® 31501 40 --50' 6-4• 31501 40 =5(Y V-8' 31501 40'-50' 11 5'-4- 31501 4T-50' t LONGITU�INAL TIE -DOWN SPACING TABLE MiN. ZONE 11 VMD ZONE M FLOOR WOTH Dnr � rECtx� ANR10R muEA. o� a MK ®Tti D1 En % ANliIOR ME 26'-8`° 4 41' 4 52' 30'-80 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE @dK W1H MA)L Ov R RANG HIND ZOW K VANS ZONE M S'" m mw, sPAM m AIIU i ANQE 26'-8' 6' 5'-4' 31501 9-50' 4*4 3150f 40'-45' 30'-8' 6. 5-4' 31501 4T-50' 4'-0• 315D j 40 -45' VANCIZONE m (110 MPH) 20 PSF ROOF 10 PSF D.L NOTES: 1. SEE RRL ADDEIM FOR ADDITIONAL NEOMUENTS 2 SEE AD-ID-M FOR MAWN PNR NOQiiS REQUIRED FOR TK LOADS TAIUATED A801%E. JACOBSEN HOMES Ew P.O. BOX 368 Ljjjj SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NEF. CAus EN iL ,, , 'i DAPIA APPROVAL- ?` • APPROVED BY i ND. 0045484 ` a .OR1 , �y .....�; ' -• FEDERAL MANUFACTURED HOME •e •STE ��j\' CONSTRUCTION AND SAFETY STANDARUS No PTOIIC DRAW St DATE NM SKMrARMS NO MAMICS AM MTf1,S OF W- 9101 MAW MAL4 W FMM 10 11E IBM Sl TWY PISS lira MW BE M.T. 1 07-20-04 SIDEWALL SPAaNG TABLES AD—TD-0083 57 ADDENDUM TIE- DOWN SYSTEM TYPICAL SIDE MATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION I I SHOWING TIEDOWNS a�oa ma ANm AWI Tr Non WA FIGURE 10.0 FIGURE 10.1 NOTESb 1.SEE AD iD-M FOR SPACM TABM 2 SEE Ao-TO-0067 FOR OUANTr OF LOWAM TE-OOMI SiRRAPS REO ARM 3. SEE OTHER OETAIS FOR BLOO" (M) OUAN717T NO OM REQJF8 1Ti 4. SSF RILL ADODDW FOR AM10M REWIR 3"M ZONE ZONE 2� V.- 27 MAMMU1 HEKHT Zow V. 3r MAMM HEIGHT ZONE 3"O&1RE V. 3r MAX" NIGHT 6. ALL SPEG1f TOG ARE BASED ON 20' ROOF ANGE MAX_ TV. ANOIOi ARE SEWE5FOR WON l�lorr (110 MPH) 20 PSF ROOF 10 PSF D.L " c St• — i A 0 1 - APPROVAL: �oG�P��F ' • ��� APPROVED BY S •t r INC. �� ��ij� • �R !• • �y FEDERAL MANUFACTURCD HOME Gd �� ',°�� CONSTRUMONAND SAEE(YSWWAHUS �Tc�i '•..._ ...• . _fill t JACOBSEN HOMES NO9`�` M ,"•,•� "•. _...�...._ > �,G0W ADD c AMM A M .T. 07-20-04 OWL PRa'MMY. NO OMMM't ORANliC 111U%/ P_o. Box 3se MATERL"S OF 'CO�'I �sAe> FIGURES 10.0 AND 10.1 .ic star MAMNS IN fW WW X K SMM HARBOR FLOF40A 34695 xErW fat YWC N/r= MG NO K pRA P, PHONE (722) 726-1t36 ter mtctaooK NO mET ft0>, ortors AD—TD-0084 58 :. ADDENDUM 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES S't� �41 ZONE II & III/EXP.. C & D �� 0 LONGITUDINAL TIE -DOWN SPACING TABLE t (+' mtt W1A0 ZONE 1 WND ZONE 11 V FLOOR • w 0n mm ux orgy mm WOTH EA. END CF ma EA, END If ma EA. SL= IO L P EA. sEW NIL 0 23'-4' 2 58' 3 43' 2f 2 6 * 3 45' VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE ION. MAX - WIND ZONE 1 WIND ZONE I FLOOR OVERHANG EAVE SPACK LoML A moo ma SPAM 9L W AM= ANQE LOAD 23'-r 68.. 6'-8' 31501 49' V-r 3150 45' 24'-0" 6' 6'-8' . 3150 49' 1 S - 4' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE t (1 SIN. WWD ZONE 1 WD ZONE W v FLOOR WL GiT. ANM UK OIL MX}SCit YADIH Erl DID Or mu EA. DO a ou O EA SM UK 0 EA. SEC1101 wx 0 2S-4' 3 48' 4 43' 24'-O, 3 57 4 -45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE WN. MAX WIND ZX 1 WO ZONE 16 SPACPA; ' LDAD A4Q10R "E SPAM Da. HEAD toAD AMM MCLE FLOOR WIDTH CAVE OVEFWG 2S-4' v 64 31WI Cr 4'-0` 31501 43• 24'-V 6' 5-4' 3150E 1 47' 4'-0' 31501 43' 108" MAX SDEWALL NOW WINDZONE NA; (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM i NOTES:4 �:O + DAPIA APPROVAL 1. Sa FULL AD EX= FOR Aa„11WAL REWRc'1aE M �O•C'✓r��J V �, APPROVED BY 2. SEE AD-N-MM FOR YAWN PIER NEMxiiS REWM FCR X Lo a ; {�'.• i�t `� II c. 13,2006 TABU.ATEO ADO , ` O N • STATE .`- '., kl �..: `/� y rs tutu talc I . WIIStRItCre0.Y nto stvm n"Doms OUZO .31 JACOBSEN HOMES NOYIC aG71 11ESESPE WxWwSAME WAN71GSA1% 81: R.R. OA1E: 11-28-06 REY. l£TR:it DRAYN+a 1ln.e 108' WGH SIDEWALL SPACING TARB ® P.O. Box Na WMAL ►RWfKM &W Ows10EMex M"IDUL'S Cf &CM W"AMOK W_ WM NAMA S NC PWMCtD t0 1K SAFETY X(lB T, FLORIDA 34695 P++onE (72T) 726-139 WNW rOt lfSt7flC ri "M AM mw K wt tattmtuL rm 9u P= m"m DRANK M)MBER: AD-TD-0085 59 ADDENDUM TIE -DOWN SYSTEM TYPICAL Sm ELEVATION SWWIMG AE—DONrN SPA00. TYPICAL CROSS SECTION I I SHOVONC TIEOONS tv Ftm SET mom liAO 6 N nKu ME a ox (T19.) FIGURE 10.0' Tr. atoms-rnen•-� s sm Tart s Fm rJw x mmT ANOgt Af6iE Qi A1PR01ED 51A8>li9t � KUM MA mat SNAFt,oli m MAtJaZ� M� FIGURE 10.1 20.7 To PSi O.L. NOTES: �. 5EE AA-10-Does FOR 31'A�JC TAeIEs .` Otil(:� •• t%i.� ��rr ww► AT71gMAt: APPROVED BY L SEE AO-Z-M FOR QIANM OF tOMIMAL tE-W*l STRAPS NEQWM V�% 3. SFE otlltx oETATts FDR etaoalc (PER) OUANnn Am otNEx RE DWIEMM 4. SEE ALL AtIOE)" FOR AMOK REQUOU IM : qN 13,2006 ioRE 2/ESP051lRE'o: Zs' YATEINlfI tiETCNT Q ••C. AIR nK 3/dP09 'C': 44' �IAIWIW NOT;Nt LANE 3f bIrOARE V. Xr MAAtW lE1GiR • �% ••. �' T�q, ' •/''•� ' �'�' ilDfAAI Y111iAQ1/ro Noce ODIIff1�ICi�OM AM SOW STAOIDAM 6. S MAM S ALE BASH ON 20' ROOF A d WA; AND iW NA1 • ,••'r•i/yy�• •r �% • • ... I • rdd 4 C�: 1�''- y�y 017t � PATE RE�I.IEm JACOBSEN HOMES I"PEOl1 OMAMAMWAW=AK R.R. 11-28-06 . 0000 WAWAL "WAUM AAo OWCEIM T7RAUX ➢xL . Mc P.O. box 360 rc M WTTOr SAM VAM 10 lK FORES VIO AND 10.1 SAFETY NAASfR, FLORA)A 34693 mer! 1 Vwm PAME Am mw R Xn—c KKR; PMOaE (27) 726-1138 yr aanoa_ — _ . r am AD—M-0086 mr 60' 61 ADDENDUM SHEARWALL TIE—DOWN/PIER REQUIREMENTS ar. kft L4NCTH . , fff. sl,• u, :n UDM . , W. str Wm PER SNEMRAtis 1 1 m ?a stiEA ous 1 (AM 9TUAT01* K R s AWM r ji,4 ��orl�nJ. T 26r NOTE I ut mif 1 SEE MOTS i 5TE NOTE 1 %a MOTES 2 ArO I o A sm AM 3. A ► m imgb Wo IRS LOCAT04 WasLs LDCCATTORl 1NSLGGwg nos LwAro1Qi FIGURE 8, 0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL °LF VALUES. ttorEs: fRAL WA 01"WV9 W-O MK NAM P � � T[-WW T1 W XAT S LD 10 W � � � �PPROVED BY ata+u A•ags Ti, or NIM rM M ULTput[ LOAD tAT oimm OC9tf1 LCAo • : • • �'� �� (sfc PD-ra-aov� (ro�o+cRk Norte rm I.G�Cs at otanareiitnrs� + �(a�� �' F -r I EB 1 L R+,STA11. A M AT C" DO cF me 2CMtwuL =n R r1Q Aom tCTAt]? � �0• � tM R AT " 00 OE .c+srs FICAM s ar -o�., www h�aa� Wll i 910334 * 01 3f[WML IS LOCAU AE C A � 1t�'OErR M )MIT QM -WeEp no �r +•�� i * � INC K O E>w13OR RXI ARE iKOAU (ALL sfAXRL C04U uTKMM ALL Ufts .. •o • 4 � MAR9UfACTUREO HOME STATI= OF �RM11ONAND SAFELY STANCAaos OAM JACOBSEN HOMES 10K3KC -Atglq °� •:••�''R.R. 02-01-00 TEir LLJOU 4. rYor. MD 1. P.o. epx yea rAma,,c ar vap� k. 5/Yi TIE�P(ER . REq. UNFU SaFET'r RiMGA't. FLORA 31801 !,c BtrCt1 r<A1D9K3 A,a em�orr res sasc rwmes w & .t vrtw c ,wetx: . - -- P>,oHe (rr>) 730-113E rs�r ooapt,�R,t ap A�ktr A!o(Matt - AD-TO-1 O0 62 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE --DOWNS Ci'M WAY BE FAT OR SLOPED SIDE VIEW 1 1/4• x .OV TIE -DOWN STRAP CONTINUOUS ARtW. JOISTS. END VIEW 350 PLF WAYM14 SKARWALL DESM VALUE (PER W.tLL) 1 1/0 X .03V TIE -DOWN STRAP C01. I4UCJS ARCJSD JOISTS. NOTES-Z T .�(o DAPIA APPROVAL •'I 1. 0WO A4040RS TO BE RATED TOR AN UITUATE LOAD OF 47151 (3150 DES 01 LOAD) ;? 1 faPPROVCD BY.� (SEE AD-TD-02M'(TD-GENERAL NO" FOR NOTES ON OZOUO A"04 INSTALL.A710N.) •• ` ON t INSTALL A PER AT EACH END OF THE SF W ALL JOISTS (PER T!E ABVE DETAILS).00o . 3. VIEW 9-E AIJL Is LOCATED ABOVE A SCUD IE40ER (I= NEWT Oloss-Lip) NO� • TIE-WZ4 SCRAPS. OR PIERS ARE REO ARED (ALL SHEARWALL CmnCLOATICM ALL ZCKES PO.V.lIO:S AND ALL D� I ;� : I V U. 4. PC-DOW 57W REOUIRED AT EACH END OF JOISTS, ALL DIE- PW CONFTOJRATIONS.5. ��i �.�� '.::::: :. •' ��Cj ��� ���w��Ic :+e: apt CEILINGL R SLOPEDCFUNG BE AT -OLbS TARE DETAIAUVE.LtHOW:vER.AY YFIjLE1iC1N 5. IIL, MOTH SHEJL SHE I OR CONFIGURATION SHEARWALL WAY BE USED. NOT1C& DRAW BY: R.R I 'IL• 2-6-96 �• `��"� JACOBSEN HOMES •TIFSL SPEOt1CATIowi MID DRAwNGS ARE oqnwg. ptomcmQY, me cmM NTIAL DRAWING TITLE: P.o. eox 36e HAMR AS CF JACODSEJ4 tAAW ACTORN'G DBL. S W CONFIG. TIE —DOWN Nc SUCH VATMALS ARE PROYL'O1 10 TIE SAFETY HARBOR, FLORIDA 34695 RCoPBNT toR Sr^EOF1C Pirom Av0 vJs1 I'£ DRAY:.%;G NLWEER: PHONE (813) 726-1138 cFrt MOW.N1UL me s=t n= OTHERS. AD—TD-0110 63 CEUNG MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SOEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 7-- 1 1/4' X .035' TIE -DOWN STRAP 36' MIN. CONTINUOUS AROUND JOISTS. TO 35' T. 9WO AN010RS TO BE RATED FOR AN ULRMATE LOAD OF 47251 (3150 DESIGN LOAD] (SEE AD-TD-DDO1 [TD-GEHERAL NOTES) FOR NOTES ON GROUND ANCHOR 96TALLlT10N.) 2. INSTALL A PER AT EACH END of THE SFEARWALL JOISTS (PER UE ARDYE DETALS). 3. LINEN SfARWAL. 15 LOCATED ABOVE A SOLD HEADER (M HOGIT CROSS -MEMBER) NO G TIE -DORY STRAPS OR PIERS ARE REOURED (ALL SHEARWALL amcuRATos. ALL 20NES AND ALL E)PORKa 4. TIE-DOWNN STRAP REQUIRED AT EACH END OF JOISTS, ALL DBL S/W COKWAiIONS. 5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. 6. FULL WLDTH SiEARWALLS ARE SHOWN N THE DETAIL ABOVE, HOWEVER, ANY LENGTH OR catinG IRATION SHEARWALL MAY BE USED. 7. THIS DETA.'C MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS 350 PLF MAX" SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. John G. Doeden, P.1 15133 C. R. 22 Goshen, IN 46526 WIN IS A TRIPLE WIDE RAPIER, ) APPLICABLE TO STANDARD BLE WIDE TRUSSES JD VIEW X .035' TIE -DO" STRAP UOUS AROUND JOISTS. NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS 1LT4EtT AT LEAST 2 STANDARD 4ERTLCAL TIES ARE INSTALLED, (LEACH SIDE ADJACENT TO SHEARWALL LOCATION) DAPIA APPROVAL APPROVED BY ON IN"... OQ6n4MOW �Lw"X70 JACOBSEN HOMES THESE SPEonCA� DRAWN BY R.R. DATE. 4-09-96 �V LETTER:A ■ P.O. BOX 368 AM DRAt� ARC 010NAL, PROPRETARY, An comnu NTIAL YAIERALS OF JACOBS3N MANUFAcimcS/W NG DRAIWHG CONFIG. TIE —DOWN SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 S XH VATDULS ARE PROY4= TO THE REOPONT Pot VECM PJStS Am MKT RE PVT N:ONrm m w Sion flu OODK DRANUNG NUMBER: AD—TO-0111 64 PORCH ANCHORING DOUBLE HEADED 3,1! NOTES: I. sa SET-UP mmuAL Am ADDENDUM FOR AWUCAM BLOCKING X .035" TIE -DOWN STRAP JOUS AROUND STRAP 'BLOCKS. WINUONE III EXPOSURE IC (110 MPH) 20 PSF ROOF 10 PSF D.L Ru."CACS C;VA- 109,4rll - JACOBSEN HOMES THESE SPECF)CATIMS AHD NOTIC& DRAVAMM ARE MONAL PROPRIETARY. AND CONRXNPA �; P.O. BOX 368 MATMALS OF JACM%X MMOUFACTURM W_ RKH MATERMS PRMM 10 7HE SAFETY kAR90Q, FLORIDA 34695 WffM RR EOM MAwM AM U51 BE PHONE (727) 726-1138 KGn CMDDnK AND qW�y ntCM OHn DRAM BY. DRAWNG IIU-. DRAWNG NUMBER DAPIA APPROVAL, PPROVED BY 11'1�INC. fDERAL MANUFACTURED HOME mmwim AND SAFETY STANDARDS M.T. OAX- 12-13-03 KV.. tLInR: PORCH ANCHORING AD-TD-0112 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR f0 DIAGONAL FRAME TIE I -I ANCHORING EQUIPMENT _ CAPABLE OF RESISTING THE WORKING LOAD I REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I I SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE-OC (FACTORY INSTALLED) CRIMP SEAL (31501 WORKING LOAD) ca Gi x i[ 3 \ t. `—VERTICAL TIE -DOWN TYPE 1, FINISH 8, W GRADE I STEEL STRAPPING c 1 1/4' WIDE Ac 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED. PROFESSIONAL WN ANCHOR BRACKET ENGINEER OR ARCHITECT AS CONFORMING WITH ASTU STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. RADIUS CLIP RADIUS CUP MUST BE INSTALLED ON ALL TIE-DO1N ANCHOR BRACKETS (WSTAIM TO FABRICATE RADIUS CLIP BY PLACING A STIMGHT r LENGTH OF 1 1/4' x 0.036' TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE CONFIGURATION SHO11.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET 'QUOP OF' THE RADIUS CLIP. . ``IY71H1111Urlrr/rrr/ C. Doe'* D''ANO o''• CARA APPRDVAL• NOTES: � 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME = ENE070357 ROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL - rA� ,ON, I rT BY AND INSTALLED BY OTHERS- ON SITE. TAT 1- : JUN 1 5 19 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- '.�l`' �v01A? ���` INC s/0 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 1iAL �NV`��� 0�0�`eacTwsrowm m WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DE%m An CER1m BY OTHERS JACOBSEN HOMES TI(St aD�ANO A,�owA.l AID �A VIN 8 C.L.Y. ` 5-31-95 "/"� IM ONXIAL PAWKTA". A10 Ctk fW10 nAL DRAWING TITLE:/ ` P.O. BOX 368 U Ate, OAc ALT. TIE —GOWN APPL. /f-i\ SAFETY HARBOR, FLORIDA 34695 KOPoa rot MTc naves NO Wit K DRAWING NUUBM PHONE (813) 726-1138 1VT of wpA me soar FKW ones AD-M-0200 66 I ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, IT MAY BE LENGTHENED BY USING A CRW SEAL %ITH A WORKING LOAD OF 3150 POUNDS. jo ti DIAGONAL FRAME TIE I —II ANCHORING EQUIPMENT _ CAPABLE OF RESISTINGI— THE WORKING LOAD REOUIRED ON THE —I TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I I SEE OTHER DETAILS FOR ANCHOR ANGLE. MOTES: 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) IF NEEDED, USE VERTICAL TIE -DOWN TYPE 1• FINISH e, GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91• STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. h .� Q No. s 910334 -� •• STATC C ` tZ, k, ® HOMES CtNESE snancA DNS KD DRAWS ,VIE WOOL. PROPRIETARY, AND CONNDOITW. MAIM UT. DRAWNG TITLE; P.O. BOX 368 MATMAIS or JACOBSEN MANUrACAwc �v SAFETY HARBOR, FLORIDA 34695 INC. SUOI YATERVkS ARC PROmM To INE RECMT TOR SPEOFIC PUMZ 40 NMI K ORAWRIG NUMBER - PHONE (813) 726-1138 mr cacmnk no SECRCI TROD Dun W DAPIA APPROVAL APPROVED BY REVISED fora% INC. r�RuwnsAerwEfl wt DDtisrniern� AND xAfEiNRTAMWNO�� OATS• REV. LETTER: 30-05-96 - A ALT. TIE —DOWN APPI. AD—TD-0210 67 68 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 f MIN. O ANGLE SHOWN. =1 T 1=TTI 35 AWU I I —III -I I I AND RS INSTAUM 24' APART COLUMN STRAPS SEPERATE 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 LINE OF MULTI -WIDE ,•. ATTACHED ANCHORS VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. 35' ANGLE TO TWO (3150# EA.) ENE8703571 '�tiflJA�� .;slotsAtE AFF :- ED BY XO,- .RT ,NlrflNC uw—wal q JACOBSEN HOMES TSKwu� DMIINM IJff II' MESE V" By.C.L.Y. °A� 5-31-95 REV. �� MONAL. PROMOART. AM W010 MPAL MATMALS OF JACOUgUACA MC aSEM DRAWING TITLE: /� P.O. BOX 368 COL. TIE -DOWN APPL. f-1 „ SAFETY HARBOR, FLORIDA 34695 NG S" YATETEALS IRE PROM= TO K KCMT Fa SUM RIIPM *0 mW K ORAYMG NUMBER: PHONE (813) 726-1138 RTPT CLNLCIITm no scan FROM OTrm AD-TO-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 1 WN. VARRIA E LNE OF MATT -VIDE FLOOR 0 FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4- WIDE & 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIR STANDARD SPECIFICATION 03953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. Is] --�i Till TINITl-- COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH,O,R,,, (3150#) NOTES: / vwnw wrrnvrwf 1. ALL ANCHORING EQUIPMENT SUPPLIED.G15TE9��E`'L''•� a• NO. o . PROVED BYE BY AND INSTALLED BY OTHERS— ON SITE. NES% 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING — 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— JUN 1 A710N. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE � INC, ��p'. / 4 ��'� '�� '• �Q •�� """"'R,,o THE ANCHORING SYSTEM REQUIRES THE USE j .� �.�� '�i •'••••••' OF EXTERNAL STRAPS OR CABLES. S y� �� JACOBSEN HOMES MA sKomr" � 1 > mmi BY C.L.Y. °"� 5-25-95 LEA DRAWL IRE, COL TIE —GOWN APPL. 13000 P.O. BOX 3" O MAN, PAowe MM AND CarWTVL MAIM" OF �AC085E1N VANXAt RAM „ SAFETY HARBOR. FLORIDA 34695 LEPHONE (813) 726-113r! NG SINON VAIQINS AK PAOV90 TO A[ KOW F41 SKQC PJPW NO VSI IIIDRAMNG last Optwak Am woo nu groom NDUBM AD—M-0252 70 ADDENDUM COLUMN TIE -DOWN APPLICATION Q� ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 40DO 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 REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. C MARRIAGE LNE OF WAT-MADE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B, GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION 03953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHOR (4000#) ..110111filit— ��, �G\S T ELF VcZ Q ND. O JACOBSEN HOMES >sm sK�mm M DRY,= A� WNDIAI, PlONa NY AND CQNrMTu&L „ P.O. BOX 368 RIG SM MAIU AK PR%= To THE SAFETY HARBOR, FLORIDA 34695 REO?DR FCR S40Y NaatS AO mm K PHONE (813) 726-1138 RD'4 O MUOIRA. AO MW 11161 01MRi D BYE, ` JIM 1 5 10 �7► �` \ coal�,clv1'►oswm>;viowss Ol'1 A 1 �• t�_�•``• /DMW" ._ DATE REV. LE' C.L.Y. 5-25-95 ORAVMG mLE: COL. TIE -DOWN APPL. AD-M-0253 71 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION COLM 'A' cmm b' SEE TABLE FOR MAWN SPAN FOR COLUMNS 'K OR r� 'C' COL" v /COLUMN 'C I APPROVED EY SEE TABLE FOR MWM SPAN FOR COLUMNS oR b' SEX TABLE FOR SPAN COL i SEE TABLE FOR MAX SPAN FOR M. FED MANUFAGTUREO HOlac RUCTIONAND SAFETY STA!9W.0S MAR U 3 1999 SEE TABLE PoR MAX" SPAN FOR Cmum r I MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORM REOb CQUUNS 'A', V. b' OR 'E' COL111ftS V OR 'C cmw v (SEE AD-ID-0251. AD-M-M2 AND ZONE 2 ZONE 3 ZONE 2 ZOfE 3 ZONE 2 ZONE 3 AD"�" SEE NOTE 1 EXP. b' W. 1C' EXP. b' EXP. 'C EP. b' EXP. V E]P. V DP. 'C' EXP. b' OF. V EP. b' 2 - 315DI ANCHORS 37'-4' 25'-6' 25W 20'-4" 37'-4' 25W 29'-4' 20'-4' V-4' 25'-C 29'-4 2d-4• 1 - 31501 ANCHOR 18-6" 12'-10' 14-Y 10'-3' 18'-6" 1i-10' 14'-7' 10'-Y 18'-V 12'-/0' 14'-7' lit-3' I - ow/ ANCHOR 23-8" 16'-4' 1�-7' 13'-0' 2S-6' 16'-4" 1Ei-7" 13"-0' 23'-ir 16'-4' it%T 13,-0' W. CALCS. C %✓ NOTES: DAPIA APPROYAW p ,` vQ' ' G;STf RF . ! ,''• 1. SEE AD—TO-0251, AD—TD-0252 AND AD—TD-0253 FOR J No. O ••ik APPROVED BY SPECIFlC INFO. ON ANCHORS. 910334 = 2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. STATE OF INC.- JACOBSEN HOMES NOTICE V TNIM MA T M.T. DATE: 2-9-99 KY. LETTER SPcar1c TOIS AND MOM ME O wWL PADPmmy. AD izla DMAL DRAWM RTLE: ,. P.O. BOX 368 MAXNALS Or AA�N MAMUFACWM MG W M YAWVU ARE PWMM 101NE 184" MADE COL. TIE —DOWN APPI. SAFELY HARBOR, FLORtDA 34695 PHONE (727) 726-1138 Rcam mR y=pc maw w yw r PUT ODUMM AND RM Taw Door DRAWING MAmM AD—TO-0254 72 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 24' SEE NOTE 1 + +Y++1YliV I+V--W YY .i M\ NAM Nf\ BRACKETS (SEE T(-DDWN SPACING TABLES -NORMAL MID/OR ALTERNATE- FOR MW A SPACING ALLOW01 ALSO SEE NOTE 1 STANDARD VERTICAL K-DOWN STRAPS OR ANCHOR KAZKETS TO BE INSTALLED A MAIOMUY OF 2'-0' (241 FROM EACH END OF THE UNIT. NOTES: 1. LARGE OPENING = ANY OPENING BIDER THAN MAX 11-DOWN SPACING ALLOWS 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD 18TICAL TIE-DOYN SPACIM SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAAMUM DE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TIE-DOBN SPACING TABLES (SEE CIM DETAILS). 3. INSTALL FRAME TIES AT ALL VERTICAL TL-DONN LOCATIONS. 4. SEE AD-M-0001 FOR ADDITIONAL REMIREMENTS. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (013) 726-1138 O`�` •'''iSrE �• Off. PR O ENE$703571.�. `:yOT)a�'' �flfl/liflllllT0% ANCHOR BRACKET AND TIE -DOWN DEVKES ARE CERTnm BY OTHERS NOTTC%% I DRANK BY - VASE S'EC7f1f MIT AND MUM ARE CRUM. PROPWEURY. AND CONFUNTIAL YATERIAIS OF MOMEN YANIXACrANC NG SM MATERIALS AK PROVIDED TO X REMINT Mt 94td1C PMI W NO W K C.L.Y. 'ROVED BY 141- M 1.5 T995 INC. v; -?� vCL: Ei►fiNONOi 5-31-95 DR SINGLE WIDE T/D A AD-TD-0300 73 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 14' LARGE OPENING 24' ^ SEE ROTE 1 A COLUMN SUPPORT TIE-DOMM STRAPS REQUIRED AT MINN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH. IM I-VU FLOOR SHOW SFPERATED FOR CLARITY [j24' FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ALL TIE-DOYM STRAPS AS 90" IN THIS DETAL STANDARD VERTICAL. TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAMIM SPACING ALLOMCD). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR ROM TO DE INSTRIED A MAXIM OF 2'-O' (24') FROM EACH END OF THE UNIT. C. ID NOTES: V"- :�i, PARA APPROVAL• 1. LARGE OPENING = ANY OPENING WDER THAN NAX. TIE -DOWN SPACING ALLOWED. NE8703571 = OVED BY 2 VERTICAL TIE-DOMNS MAY EXCEED THE STANDARD VERTICAL TE-DOW SPACI SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE-DOMN SPACING REOMED ON THE APPROPRIATE VERTICAL/FRAME 4LTA OF _p_ �= '' �/� 5 10 TIE-DOYM SPACING TABLES (SEE OTHER DETAILS). '�' •'' a��'� � 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS./oNQ` ((\' 4. SEE AD-TD-0001 FOR ADDITIONAL REOLAREMENM AN dl7b9N(>1KT►A?la'llE-oorM NOtM"1f91°"�� DEVICES ARE CERTFEO BY OMERS JACOBS Eft HOMES TKSE SKOnCAnOn MD MA�s ARE DRAW eY:. C .L.Y. oAIE 6-1-95 REV. EErrErs P.O. BOX m omaNg- PROPk7IMY. AND owMm MATERIALS OF JACOBSEN UMffACRY00 A GNAWING R1tE TYP. MULTI —WIDE T/D SAFETY HARBOR. FLORIDA 34695 IS�T FCR SK= FWS -90 "M BE DRAWWG NUMBER PHONE (013) 726-1138 mpT cw=LAL aio goal mom oTNm AD—TD-0310 74 ZONE I TIE -DOWNS MARRIAGE WALL I OPENING TIE -DOWN l (REWIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN SEE DETAIL - V SINGLE WIDE TIE —DOWN DOUBLE WIDE TIE -DOWN NOTE` NOTE: MARRIAGE WALL C SECTION SIMILAR To I OPENING TIE -DOWN I A & B SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REWIRED AT OPENINGS WADE TIE -DOWN NAL FRAME TIE -DOWN ONLY. OPTIOAT I SEE DETAIL - 'A' OTHER LOCATIONS.) SEE DETAIL - V TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (OMEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SANE GROUND' STRAP BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) CAPACITY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (366 LBS. MAAMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' 40' - 60' TYPICAL TIE -DOWN STRAP (1 1/4' X .035° MINIMUM 2INK COATED STEEL STRAP, OR EQUAL WITH 31so* CAPACITY MINIMUM) x l,S= Q72S uLTIMWT-, t-04.0 04rAc1T%1 PULL DOYN TIGHT TO --/ GROl1ND ANCHOR DETAIL 'A' NOTES: ENGNWAW©NAJQ$' 1. SEE DETAIL B' PAGE d ROR MARRIAGE WALL �0®��0�;�4ra�iel�,`,9j OPENINGS GREATER THAN 49 INCHES. & VP 'To jr-i BVrgoq 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 OR a aw. b N7. 00454S4 ANCHOR AND TIE -DOWN PLACEMENT. 3. SEE SAIL 'A' PAGE FOR TYPICAL [-SEAM M: PIER CONSTRUCTION ' STATE OF `0 RID ED ON JACOBSEN BIOMES NOTTc� 4dN By. RR DATE i0-31-95 REV LETTER Tt�SE sPEaricATrans AND aRAxaHa A,� MORAL, PROMETARY, AND OONRtLMTLAL DRAWdNG TALL ® LIANVACIMNG ZONE ERMALS OF JACK N 6% P.O. 80X 368 MZONE I TIE-DOWNSL'l0. SXH UAWJW-S ARE PL'O%M TO THE SAFETY HARBOR, FLORIDA 34695 KOINT FOR PECFtC RIMgS M LM BE DRAMNG NUYBFR PHONE (813) 726-1138 107 COME WRA A© SEOV FWU1 OrrM AD—Z1-0001 75 ZONE 1 TIE --DOWN SPACING CHART TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")* SECTION WIDTH I —BEAM SPACING SIDE OVERHANG MAX CENTER SPACING MAX END. SPACING 14' 166' 95" 0' 10 r — l 0" Zi- 01l . 14' 160' 95" 6' 10' - 3 `f 2' - o w 12' 95" 13" 8' - 4" sl'o of 12' 82" o' t_ ��� 9 go -on 12' 82" 13" ' - " 2'- 60, 12' 75" 0' 10'- 8" ?I- 12' 75" 1 13' TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 48")* SECTION WIDTH I —BEAM SPACING SIDE OVERHANG MAX CENTER SPACING MAX END SPACING 14' 166' 95" 0' 8'- 1•I" 'V-04 14' 160' 95" 6' B - " Z'' " 12' 95" 13' 1'•- 8" 12' 82" 0' 12' 82" 13' 12' 75" 0' 8' 8" Z'"0" 12' 75" 13' st -off r�l�o•• TYPICAL 1-BEAN TIE -DOWN VAIN FRAME I -BEAN JSPE N 0 Aoj�ICj CENTER SPACING CENTER I SPACING CENTER I SPACING CENTER SPACING CENTER I SPACING �SPAONGI S114GlrtwtDES 6, DoUBlGW1bES _.02111 NOTES: 1• TIE-OOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF THE EXTERIOR WADS OF THE HOME. 2. THE ANGLE BETWEEN THE TIE -DOWN STRAP AND THE GROUND MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES HIGH. AND NOT GREATER THAN SO- FOR PIERS UP TO 48 INCHES HIGH. UNLESS OTHERWISE SPECIFIED. ' No. 045484 r r • r ' STATE OF ��'•c�srFREo E�G�. •`�• JACOBSEN HOMES 1H, ARE oleawAt• PROPRETARY, Alq Opr10O11V1 P.O. BOX 368 W71i0NS of i YA►rXAtilrtlNG „ SAFETY HARBOR, FLORIDA 34695 KCFM r0t w(cric Rrfm no 'mm K PHONE (813) 726-1138 for cwmat uo SECKT taw ones CIO OARA APPROVAL APPROVED BY 4140L 2 INC RR I _' 10-31-95 TIE -DOWN SPACING AD-ZI-0010 PAGE 2 76 ZONE I TIE -DOWN PLACEMENT TYPICAL I -BEAM TIE-DOHN MAIN FRAME I -BEAM - - NOTE /1�- MAIN FRAME 1-BEAM END SPACWC ( CENTER SPACING I CENTER SPACING I CENTER I SPACING I CENTER SPACING I CENTER SPACING I END SPA031G ROUBLE WIDE TIE—DOIYN PLACEMENT FND CENTER CENTER CENTER CENTER CENTER END TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM SEE NOTE /1- / --SEE NOTE 11-f MAIN FRAME I -BEAM MAIN FRAME 1-BEAM END CENTER CENEND SPACING SPACING SPAS jj"." Roma . o NOTES, wwn `�C��' . DpF'••,� 1 SEE DETAIL 'S' PAGE 4 FOR BLOCKING AND ANCHORING OF �_G�R%FI C•9r% �L MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. HD. ®04584�••$ e STATE OF CID ce r� APPROVED BY o 00or t4 itt 14 ntpl Rawl MMO CIMMcos c*Z7xx=""wmsWomm JACOBSEN HOMES T�WSWD _. � pr� RR 10-31-95 tt1E� sPEatl�TlDats Axp pRATartcs � OtaaNAt. PRWFKTMRY. AND C016WTIAL DRAMNG TIRE. 110MAIs OF J408 N GANSFACTI7RlHG TIE —DOWN PLACEMENT P.O. BOX 366 Or- M UAWJVLS ARE PROV= TO W SAFETY HARBOR, FLORIDA 34695 ffOW FOR SUM RRPW kO tW M ORAMNG NUUBER PHONE (813) 726-1138 ►VT CKWUL AND SECRET FRCU OUM AD—Zl —0020 77 I 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 cd. FEB 0 1 M INC. L JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (7I7) 726-1136 VKK 6`:O DRAW t A oROK PROP TNT. w ooswpul. YAWWU Y< AMUM WMR/CRAMC uc aro� w,awx Ac PWtU* to IK KWW Rp t=i OVUM AM yXT K PVT COMM w um rRow mm U`"T" OrM.T °"�' 2-1-00 '�'' ""tt Amr Hrm=a-0 DRAV" 1XV. ZONE 1, INST. CRAANC NLAM : _ AD—ZI —OWO 78 ADDENDUM FOR INTERSECTING UNITS MAW UNIT DORMER I i TRIPLE WIDE I I OR QUAD WIDE 1 SECTIONS) a �1 T_I MAXIMUM PIER HOGHT FOR VARIOUS ZONES (REFER ALSO TQ SIDEWALL TIE -DOWNS MAXIMUM NDGHT} 70HE_2 ZONE d EXPO9m V 90' 56' EXPOSURE V 39' 46. LONCITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAM THIS END. EXCEPT FOR ZONE 3 EXP. V THEN 2 REQUIRED EA HALF (IE. CGE EA. BEAM, ETC..) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SDEWALLS SAME AS THE MAIN UNIT. VERTICAL TIES AT CENTER LINE REOUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE WIDE CONNECTION REQUIREMENTS. 24' MAXIMUM SPACING TO FIRST SIDWALL TIE FROM EXCH END OF THE UNIT (SAME AS TYP. DOUBLE WIDE TIE -DOWN REQUREMENTS). 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 W THE SET-UP MANUAL (EXCEPTION. NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FIAOR CONNECTION AT THIS AREA) ..,w1111111r,,. NOTES: 1. FOR WAD SECTIONS EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE -DOWNS, Rom - BEAMS, COLUMN SUPPORTS, ETC.. ARE CALCULATED FOR EACH MULTI -SECTION.) i.. \STEq ••:<; :'Q'o No. F-0 IR 0357 5lA%4 ur Ar'�'v���,: DAPIA APPROVAL, LPPROVED I" BY)o r- .!t!N 1 5NT14 1�55 II:[µ "\OACfUMm L INC CiYSiullm yppim jwom JACOBSEN HOMES NOTICE DRAWN BY: OAiE REV. LETTER THESE sPEPF1GTIdiS AND DRAwNGS IXC.L.Y. 5-16-95 MCINAL PROWTART. AND CWMT1AL DRAWING TITLE N MAIERULS OF JACOB'.F]t UN"ACWWRNC P.O. BOX 368 W_ MARFU S IRE PROHOED 10 THE ADDENDUM -INT. UNITS stto+ SAFETY HARBOR, FLDRIDA 3,4695 It MW rat 91CM NllMS"lust 9< DRAWING NUMBER ERDM QUADADDI PHONE (813) 726-1138 tK MWIDDIPA NO SECRET DINERS 79 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR OUAD UNITS IS THE SANE AS FOR THE MAN UNIT (REFER TO SET-UP OEULq 30 GA. GALV. STEEL STRIP INSTALLED OYU MATING LINE JOINT (SEE PLAN VIEW BELOW) ROOF Pf SIM RAC OR RIDGE BEAM • CROSS-SECTION 30 GA. GALV. STEEL STRIP E' X LENGTH OF ROOF SSECTIOHS MAY BE OVERLAPPED 2 LQL) SHOOK LLERACAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 11 X 5' LAC SCREWS 18' O.C. (ZONES 2 & 3) STAGGERED 1— 30 CA. CALV. STEEL STRIP SECURED IMTH 7/16' X 16 GA. STARES FULL PENETRATION INTO DECKING 2 " O.C. MAX. SPACING (TVP.) NOTES: ENGINEP% DO �., DAPIA APPROVAL' I. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS . � - • •, O•G, No 9F� r i IO . .aY REMOVED FROM ROOF IN DRUM CONDIRON L (EXCEPT FOR STAPLE NMI _ r ENE8703571 1 5 1�5 STEEL STRIP MAY BE CONTINUOUS OR PIECED. `.� 2. VOWS IN THE DORMER AREA OF THE MAN UNIT MAY ; INC,BE SHIPPED 1005E AND DiSTALmD ON SITE Am ••� THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % ��'•, /A f 9 �,��� ����� TRANSIT DAMAGE AND TO ENSURE THE SHINRiES UNE-UP '•., F Di 4� ••' �� `�•• '�'OtMOfNt71'9101" FROM ONE SECTION TO THE NE)(T. •, 's ' '' • • . • • • • G �� N077CE. ", lsmwwa,: M, .c•rc.c JACOBSEN HOMES MNGS sc SKOMMI1S AND ORAWARE C.L.Y. uric 5-16-95 UNWA1. PIIOvf WY AND Nx7OMTM DRAINING TIRE- 1300-0 P.o. Box 3Ni8 VAT17A9'W OF OtOM MA NAN:IMIC ALT. ROOF ASSEMBLY „ NNC 20 VA/T1W ARE PRNM TO THE SAFETY HARBOR FLORIDA 34695 KWW RX Mt RG',iz MID KW K DRAWING NU1MtiEit PHONE (813) 726-1138 NIPT WFWVAt AID POET nW ONK N UADADD2w 80 JA�OBSEN 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8