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HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSCAN tti 5auder011fitt, SET=,UP MANUAL ADDENDUM 0 w U Uj JA i:OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for S ci c purposes and must be kept confidential and secret from others. REV 01 /10 ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C, contact the Department of Motor Vehicles 850-413-7600 1 NOTES: ADDENDUM EXTERIOR HEATING/COOLING, DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R—VALUE OF 8. ALL HEATING AND/OR COOUNG SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND, / DUCT SUPPLY OR RETURN HOLING SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/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. DANA APPROVAL' 'PROVED BY JUN 1 5Qliq1995 INS NOTICE DRATM BY: DATE: REV. IETfER. JACOBSEN HOMES SPEOr1GT1OT ANL:F: ARE C.L.Y.5-30-95oraOMAi PROPRKTARY. ANTIAL DRAWING ntLEYATETbALS Df JACoeSENRWC EXTERIOR A/C DUCT P.O. BOX 368 MG 9),AIE"ARE TO THE SAFETY HARBOR. FLORIDA 34695 KOMT rOR PEmc PUIN 5 AIO MST BE DRAWING NUYBER: PHONE (013) 726-1138 JUT coWWTK No 100 n= DINERS AD-AC-0001 rA 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 DI_CONTI";UE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) APPROVED BY N141NIC-l". aarw�oo�Aloaanrrlwo,Ao� JACOBSEN HOMES NOTICE THESESPEpFICA110NSANDORAVAMARE DRAWN BY. C.L.Y. DATE: -2a-9s REv, LETTER: ■ „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 ab=AL. PRWKIART, AND CmfVDm4L MATERIALSa JACOBSEN MANUFACTURINGW.H. cc. SU01 MATERIALS ARE PROMAED 10 DIE 1110011 ►0I SI'ECM R MPOSES AM NOT K PVT CWWTK NO SE0011101 OTHM DRAWING 1111E: VENT. SYS. B DRAWING NUMBER AD—AC-0100 3 :ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.1310 ) NAILS OR 7/ STAPLE! STRAP ® 480 O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: *1 /v3 1 /f MIN. LAG INSTALLED SEE FOR MAXIMUM SPACING, STAGGERED SIDE TO SIDE AT AN APPROX. 45' FROM VERTICAL. SEE DETAIL BELOW EXISTS BETWEEN FLOORS. 1 4' TO 3 4- GAP FOR GA PS IN FLOOR SYSTEMS —� INSTALL WOOD SHILL AT ALL LAG PS IN TO 1/2', �I LAG AG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO N D S01 THROUGH AND TO KEEP CONNECTION AND FOR GAPS TO 3 INCREASE NIGHT. (SEE NOTE 2) (ALL ZONES) LAG LENGTH 1 1/r. (ALL EIFOSURES) 1 30 Ck STRAP FASIM W/ WWY NUYBM OF FASTENERS REQUt10ED MVO MHE DMURE 3/r X 3 1/r LAG 3=1 WA)11W SPACING 7/11' X 11 CA STAPLES YAXYXI SPAONG WO M 101PO51litE a131' X 1 1/i NAILS7/1� X to Gll 51AP1FS Ic 1!' O C. 2 1/4' CLC. 3 S 2 2 b' tr D.C. 1 7/U' b' 4 7 1N!• ac 2' Or. 'C 4 7 � 3 b' Ir C.C. 1 1/r O.C. b' S e NOTE'S'' APPROVED BY 1. 1' Ilk PEI4ETRATION 6 REQUM ON STAPLES FOR MN. O.Qlr STRAA. ONRevised 2. wow SHNWS To BCWPED FWN SPF 13 Wk OR MMM May 24,2006 S3• X 4' x CAP ■DTH YYI 9IE) P11IN C . lOSS OR PLYWOOD WAY BE USED F IHO ESS EQUALS CAP VETH-4' X V NDL 5V John C. LIOE3 en, P.!:. 3. Or NAM W SDEWML HEIGHT. iV Engineering, ;n-- COMSryMUCTION AND AL yl ETT SYAMO&aos 4. SEE OTHER DETAAS FOR SEJ = FLOORS FOR MR INfMAIM Nomm aura BY. M.T. °"'U 05-22-06 R'• L&II— JACOBSEN HOMES rdWESKCrXASMAIDVRAM=AK O WKN. Ff"MM AID COIFEUM& DRAWNG 11TLL moln P.O. Box ace l"Tmm -t °F AAMM mm"ACT VING M /W FLOOR FASTENING W_ 3" w101W ARE PFUMM 10 IM SAFETY PHONEE((81i3j 7266-ro113809S mawla W-1 WIMMALAND Km"A o�1NDHNs DRAnNNc INuuNtE>z: AD-FA-0001 4 ADDENDUM MULTI -WIDE. UNIT WALL FASTENING ENDWALL NDS01 NOTES* 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131- X 3 1/2- MIN. NAILS B- O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE —NAILED). MARRIAGE LINE S zj ob Huhn C. Dueden, K2 Engineering, Im. APPROVED BY 006* Revised May 24,2006 r'Np I NC. ROEML MANWACRWO NOME CONSTWOM MO SAFEIT STM10 RDS JACOBSEN HOMES P.O. eox maW. ax � c��►m= „r amm �� heVmvm WAN WAN B'r` M.T. " D5-22—DB B 11M M/1N WALL FASTENING SAnZ1f HARBOR. FLORbA 3�695 „m wows w PRO= w m Resort Rat ssi1C Mm AD mg K DRAWN "BER PHONE (613) 726-1138 RQi a mlut, m sm no == AD-FA-0010 5 ADDENDUM MULTI —WIDE ROOF FASTENING 30 'GA. GALV. STEEL STRIP --::�. SECURED WITH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING). -LAG SCREW SET BACKS FOR TRIPLE LAMES FOR DOUBLE W MO \ TRIPLE WIDE ROOF LINE INSTALL LAG SCREWS I AT A 45' ANGLE I STAGGERED —a ROOF PERIMETER RAIL—J' OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE J4) CROSS—SECTION NDS01 (ALL ZONES) (ALL DPOSIIRES) CENTER LINE OR MATING LINE OF TRIPLE WIDE UNITS —.30 GA. GALV. STEEL STRIP T X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOWN. INSTIL. ROOF CAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION, EXCEPT FOR STAPLE HOLES.) PLAN ME — 3/6' X 5' LAG SCREWS **LAG SCREW SET BACKS (2 1/4' SMOOTH SHANK) FOR DOUBLE WADES SEE CHART ON AD—FA-0001 FOR TRIPLE WIRES FOR MAXIMUM SPACING 2 i 4' 1 4' TO 3 4' GAP FOR GAPS IN ROOF SYSTEMS -J INSTALL WOOD SHIM AT ALL LAG TO 1/20.IINCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION LAG LENGTH 1 1/2' TIGHT. (SEE NOTE 2) REF CALC. PG. CRoss—SECTION (WAGAEj C WA- s,.0,- s,.07 NOTES; LHwm APPROVAL• DMA APMVAU L 2 1/e WL PENEMION 11410 RECE11N6 YELBEA IS PEQJFfD FOR LC SCRi1FS Z WOW SHNS TO K YIPPED FROM SPF j3 UK OR Al I I X C X WP WDTH MK SMI APPROVED BY �r 05B OR PLYMMM MAY K = F 1MOOIESS EMNS GAP VOR1 4' X C UK S ZE) l sEE oTFER OETAIS POR OOWEIDIG ROOF NiEAEOTI0IL S /pp� C. Doeden, P.k. Revised y 24 , 2006 IN7AIIINC. lW-ML A 3/t of "4M ,Rohn 4, *IN N T&M A LAG S{Ai11 KM A MM BEAM, F NOTE TIRO= THE Rt51 MME BEAIL SEOMO-O U A 1/4C ME 1 =GH THE K2 Engjnwrn 1q, IT1C FEDERAL MANUFACTURED ROVE RECOM RIDCE KM RR INE THR ACO PM1011 OF LX 9' - D*3E DNS ARE CONSTRUCTION AND SAFETY STANDARDS FOR 31C LIA ST UMS QW S IOa' UA WY SMEML HEIGHT. JACOBSEN HOMES NOMCIM 1Tm VET=>6 NO TAR= AX odAFUMC ��E' P7%0 DAMN aY: M.T. �� OS-12-O6 MY. LETmk C D�"Nc nl� P.O. ETOX Sae K w1E1TUEs TT ylooastlT IIAILFACRwTc M/IN ROOF FASTENING .Il4tW alas E ATMAtS ARE PWMM 10 M SM aM BE D�w'c N11 BM PHONE (8113) 7ih1138�� I�m.o T� FX AD-FA-0020 ..a METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MIN. f OVERLAP AT SEAM) SECURED WITH #3 X 7/1C HEAD X 2' FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF Ref: EX-13-0051 and AD-FA-0020 NDS01 (ALL ZONES) (AL- ES) CENTER OR MATING LINE I I .I 8 X 7/16' HEAD X 2' j FULLY THREADED SCREW (NO MORE THAN 12. O.C.) I I I � • I C) 1 1 i e 1 � 1 U 1 1 1 METAL ROOF PANELS STOP ■ APP. 3' FROM CENTER LINE '--30 GA. GALV. STEEL STRIP S' X LENGTH OF ROOF (SET: AD-FA-0020) SECURED IMTN 7/IV X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING) 1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY 2. STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING. 3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' QC. RIBS. V 7 10,2008 princ. 4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND Q II'W:;!ai-3, L '.� HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN 9� InG rEDETO cams i cnON AND CONSTRDrnON AND saFErr SiANDAFIDS SM ST ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) JACOBSEN HOMES MM AM �" YM D.M.T. QA�E OB-25-08 P.& BOX 368 a%MAI. FRMUM. AM COFUM u� VA18� M W d 90M MiWIFAC111�I6 mv" mm.METAL ROOF RIDGE CAP SAFM HARBOR. RMMA 34895 Rt� M FM WOMBAN fW M S O I� E DRAM PHONE (813) 726-1138 I�rm+mda"sirmoae�s AD—FA-0021 7 ADDENDUM MULTI=WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING \ SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES NOTES: 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 APPROVAL' lu 1JIM1HNG /i�TllRm IQEU 40 S+ieT'f SIAIOMtiO NOTICE DRAWN BY. C.L.Y. DATE. 6-5-95 REv. If Ma. JACOBSEN HOMES TMESE SPEOWA7ftS AND DRAWNINS ARE OMONAL PROPRIETARY. AND cOWMITIAL DRAWING ITLE MATMALS OF =MSEN MANUFAGTUUG M/W ROOF SEALING P.O. BOX 368 HG sm iYAWJW ARE PRONGED TO M SAFETY HARBOR, FLORIDA 34695 REORM FOR sKcne Rom kG M BE DRAWING NUMBER PHONE (813) 726-1138 IVT CWMTUE AID SECRET Ina OHM AD—FA-0025 8 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE 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) NOTES: DAPIA APPROVAL 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS AP ROVED BY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). FlmINC,ovm JUN 1 5 1995 JACOBSEN HOMES 1NESE sKanCARMS AM DRAYMIGS ARE DRAYM BY: C.L.Y. DATE. 6-5-95 REV.�M ■ „ P.O. BOX 368 M0114 1, PROPMETA" AND M nOML MATIMA1S OF JACOB9EM YANUFACI"O u_ 9" DRAWING TITLE: M/W ROOF SEALING SAFETY HARBOR, FLORIDA 34695 WATERkS AK PROYM TO TITS RECPINT FOR 9 WIC FUWOYS VIO mm K DRAMNG M1YBEk PHONE (813) 725-1138 IVT DOWID )IRAI Aim SECRET n= ono¢ AD—FA-0026 0 SHIPPED LOOSE HEARTH EXTENSIONS HF ARTH. INSTAI I.ATICIN- 1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2. INSPECT THE METAL FLASHING IN THE HEARTH AREA 10 INSURE THAT IT HAS BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARIH). 1 LOCATE THE HEARTH EXTENSON (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLOWING THESE STEPS A CAREFULLY PLACE THE HEARTH EX D 90H IN THE PROPER LOCATION N FRONT OF THE FIREPLACE ASSELIBLt B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 1 2' WOOD SDIM C. FLL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION WITH A NON-COMBUSTABLE CAULIMG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND 00 TYP. HEARTH (MAY BE SHIPPED LOOSE) TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING NOTES: 1. A TYPICAL ILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, ,WOOD, GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE JUN 2 8 19% INAINC OF FIREPLACE SURROUND SHOWN ABOVE.) RDFMI W"ACPM MW CQ6�C'ip ADO SNi71iLMOV� JACOBSEN HOMES 1C Oa NT� THESESPECIIICN0nRArANa DRAM BY:. C.L.Y. DATE: 6-16-95 REV. LETTER DRAWING TITLE SHIP —LOOSE HEARTH 71 MGNAL: PRwKiARY. AND cON110 IK MATERIALS OF ,IACOM WNUfACP"G �0 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 OIG SUCIi MATERIALS ARE E'R ao TO THE REGENT FCR 9= F faV A!D WSi BE ORAWWG NUMBER: AD-FP-0001 PHONE (813) 726-1138 LOFT CONFDLIIML NO SECRET fK9 OTHERS 10 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system, and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This_ test should be given to all smoke alarms individually. APPROVED BY QEV. WW t 5 2003 IN r14 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS SET-UP MANUAL ADDENDUM AD-FS-0001-A 11 TRUSS SHEATHING APPROVED BY IN INC. FEDERAL MANUFACTURED HOME GONSTRUCAON AND SAFETY STMDARDS DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS — NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL - 3/8' MIN. APA OR TECO RATED SHEATHNG APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TI ALL SHEARWALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHNG MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE. TRUSS. (18- X 14 1/2- MAXIMUM SINGLE OPENING 512E IN TRUSS SHEA7HNG) NOTES: 1. 3/6" YIN. RATED SHEATHING FASTENED TO ROOF TRUSS YITR 7/16' X 1 1/2- K 16 CA. MIN. STAPLES 1 1/4* O.C. AT PANEL EDGES AND 3" O.C. Al ALL FRAMING MEMBERS. (NO GLUE REOURED) MARRIAGE WALL 3/8 SHEATHING TO BE INSTALLED ON -SITE. APPROVAL: K2 EinckWe ng.1w. WINDZONE III (110 MPH) ALL EXPOSURES DAPIA APPROVAL APPROVED BY INMAY € PINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NOTICE: un"W^ nr: ' Ntv. Lt►1t H: JACOBSEN HOMES THESE SPEI]nGAnoNs AND DRAWINGS ARE R.R. 4-27-98 ■ ORIGINAL PROPRIETARY. AND COWMENRAL DRAWING TITLE MATERIALS OF'JACOSSIEN MANUFACTURING P.O. BOX 368 TRUSS SHEATHING - „ SAFETY HARBOR. , FLORIDA 34695 INC. S ICH MATIRIALS ARE PROa10ED TO THE RECMNT TTR wane PURPOSES AND MUST RE DRAWING NUMBER: PHONE (813) 726-1138 KEPT a]NnuNuAL AND sETTR:T mom cum. AD—HR-0001 12 HINGED ROOF DETAIL MIMM OF Wuxi TD RA15E w Etta WNc POM TO str-w Poru 6 APPRO>< 22 l/r. 1Fi M®soar Mu smwimy Im HEOW1aGl DEti1rsN NOUN WAN 12 FM APARL form IM Parrs ■M 3r OF END ff ROW IM AND A11OD 1FT11C WAN 2FEET CFASPWNHRNM HINGED ROOF IN SHIPPING POSITION HINGED ROOF IN SET-UP POSITION NDSOI NQTES: 1. WAM Un ROOF SECrRM N 1W RAISED Po9U eEMW S7i41 U Hlx>:D M6 ME Km POSIAGI WO IM POST 10 WM KAK 6 SPF jJ W latrC Post TOP RAL tic: r TA>CO some at x r am REF. CALL. PG. C-RF- 223.0 - 223.6 John C. Doedep, PA. X2 ErToirtrirlq, Inc: APPROVED BY NI 1 Revised OUn 06,2006 FFDMAI YANUFAMINFn MW CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES PAL uz woflorl= /MA DRAW= ME Ot"k 111@IUMI- MD COMBO= MATENAI.9 OF �„ UVWACDRIC , piAl•1 "T' O.A. 05-02-06 A DM11NC UE: HIN DETAIL R. FLORIDAMn SJIFET7 HAA80R, ORI34693 � UATUNU AK WAND to s Ammi n 9OfIG NIPW APO M K DMWW KAM PHONE (813.) 726-1136 WTaxiom AIO 9w"M am= AD-HR-0002 13 HINGED ROOF DETAIL RAISE EXTENDED SHINGLE AND UNDERLAIITIENT AND - AND A YIN. 4 1/Y VADTH OF ROOFING CEMENT TO TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION. (THIS IS TO BE DONE BEFORE RAISING HINGED ROOF SECTION.) v r- UNOERLAYYENT TO BE GLUED 3" YIN. ON BOTH SECTIONS OF HINGE ROOF. FOR VAND ZONES 2 AND 3. SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X t X B BLOCK BEHIND 2 X 6 - OVERHANG FASCIA BOARDS AND SECURE NTH 3-fll X 3- WOOD SCREWS EACH SIDE OF CAP. APPROVED BY Revised 14 Nov 30,2006 0 INC. FEDEML YMIUFACfOIIEU NOME m115TROcr.. NIO S�FE7Y SfM0ARD5 BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS VANDZONE 11 (110 MPH) ALL EXPOSURES N DIGIM APPROVAL DAPIA APPROVAL: 1. BRIICY RAM ROOF SECTION IN WE TINED POSITION BEFW SWAM YAH KING POSTS NTT1 P061TIOIL t t 2s od John Q D09dm PA; K2 En m NOTICE DATE REV. tETXEFC JACOBSEN HOMES >asEs 1emesmom,� D.T. 10-02-06 ORMA . FROWW. AM CMfX M DRAW TIRE: . P.a eox 369 YAWIMS aF aww "uwlF� nmr HINGED ROOF DETAIL W- sm "Iva" wK mmmb m 7K PICK (( ) 726-11135 m w HAIWOR. FLORIDA am am wmsx 8 3mm m . R AD-HR-0003 14 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15# FELT TO ROOF PEAK ---� SHINGLE UNDERLAYMENT. 0 a as Z as N 2' MIN. OVERLAP (TYP.) o 6' MIN. TAR AS j { .(APPLIED ON SITEOWN . SEE NOTE I ; t ... .......... -� r—I ►—i r MR SEE DETAIL A ... � I ; I ;• I; I l ; I; I ; I; 1 ' 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 UFnNG THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES. DETAIL A WINDZONE III (110 MPH) ALL EXPOSURES NOTES: DAPIA APPROVAL: 1. CEMDM- NG OF 15t FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED. A PROVED BY 2 FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPL® IUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) 00 Kau Kau 3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A AIDJ. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF. I c, CNIANUFACTURED 4. INCLUDED IN THE HINGED ROOF ADDENOUM ARE DETAILS AD—HR—ODDI (WITH SPECIFIC END PANEL LAYOUll AD—HR—OOO� Z AD—HR—ODO3, AND AD—HR-4• HOME CON RUCTIONAND PRINSTANDARUS JACOBSEN HOMES NOTICTs Im » ANo �►» DRAW Or M.T. DATE- E 9-20-03 RE LETTER DRAWING TITLE SHINGLE AND UIFDM AYMT UNUL. PROP IMMIX, AM' MFMDMX YAIERIALS OF JWOM YANUFACRIM „ P.O. BOX 368 Mc seal YAM IALS ARE FROVM 1D INE APPIJCATION ON HINGED SECTION SMEW HPHONEE (8 3) 726—�113846si5 WTT coi DaK" Wr r Flm Ooum DRAWING NUMBER: AD—HR-0005 1S PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4- SCREWS, 6-1/2' O.C. MAX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. STAPLES INTO EACH 16' O.C. RAFTER "AND 3 1 /2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) i -1V SEE AD-HR-0002 FOR ASSEMBLY DETAILS. NDSOI NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNDMAYVINT AND SHNGLES. ALL VINDZONES ALL EXPOSURES 20 PSF ROOF W PSF D.L CRC - 167.01 - 167.02 XEER APPROVAL DAM APPROVAL' — APPROVEO BY Revised O� L Jun 09,2006 Jnhn 0. Doedwi, P.6 FEDERALRAMFAM INC. caesrnucrro" A110 LFETI suADAaos EfWmrinq, Iric JACOBSEN HOMES NCUSAM O.A. -�" 06-06-06 - - nll, sFtanunows AFo DaAraes AIK MAX. PROPKIARr, 00 tOFi7"Mv- DRAWING 11M P.D. Box 368 W- 20 A� AK �= A � PEAK INSTALLATION DETAILS SAFEPHONE )7DwD'� 695 m�rAM �o sDRAWING anex ONE(27CaMOMu �� AD-HR-0006 16 SHINGLE./UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION j INsmucnoNs. INSTALL FIRST LAYER OF 151 FELT TO ROOF KITH A 6' MIN. MOTH OF ROOF CEMENT AT EACH ENO TO ROOF DECK AND/OR EIOSTNG FELT AS SHOWN. NOTES: TOP COURSES) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION INSTALL TOP LAVER OF 151 FELT TO ROOF NTH A 6' MN. NIDTH OF ROOF CEMENT AT EACH END TO ROOF DECK APO/OR EXISTING FELT AS SHOWN. APPROVAL• ►BY . AUG 0 I INC. rrrnJ AC 0 BS E N 'HOMES T►ESE S1iti1C111N10 AM ORAMM ARE BY: GATE REV. lE1lER M.T.7-28-04 QVWAL PROPTOETART. NO COiT0 ft ORANK TITLE: „ MATERIALS OF AACWSEN M WIiAC11MWC P.O. BOX 3ti8 AA: WM MAZINALS ARE ROM TO TIME INSTALLATION SAFETY HARBOR. FLORIDA 34695 KCPENT Fat eta¢ PIAwW NO w l tE DRAB MAW. PHONE (727) 726-1138 KEPT COKQIITIAL No KOET FMM OMIX AD—HR—D007 1 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN 10 FLOOR FRAWNG IE W W/ STAPLE OR NN. BANDNG STRAP 19RAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG. ODE OF NOT LESS MAN 1/4' PER FOOT MUST BE MANTAKI) TOWARD K OUTLET *GE 1HS GRADE CAN NOT BE ACHIEVED, NOT LESS IN 1/8' 'OOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED Al RE UPPER END. _..J VIEW OF DRAIN PIPNG 1. PIPE CLEANER AND CLUE SHALL ALSO 8E SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES ➢fsESKctIeAApW'CMDmAVN=Ax. °��er: R.R.'A' 7-17-97 E�vEEIiER: CAMAL. FROWTARY. AND WOMA & DRAWW PRE: P.O. BOX 368 YAmRAS OF ASoMSM MANVAC1UROC PLUMBING SUPPORT \, ne Sm VAlu+ws AK FROMM to lit SAFM HAA90R. ROMA 34695 aarort Fat Wwu nNM Fro WM IE DRANNG NIMER: PHONE (813) 726—n 38 ari ca oumL Nu $aa lea cnas AD—PL-0001 18 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. PROVED BY IF[Y4 INC, MANUFACTURED HOME rr°TIuNAKfF tlr JACOBSEN HOMES m oA>E NEK LETTrN THESE sPEc�TCAnas ANO ow►wwas ARE M.T. 3-30-05 ORDINAL. FROPn6TARY, AND CONFIMnAL DRAWING TITLE. P.O. BOX 368 YATMALS OF JACOBSEN WWUFACTU M Mt WCH HATERULS ARE FRO%UO TO THE OPEN PORCH RAILING(S) SAFETY HARBOR. FLORIDA 34695 RECPEW FOR STM PURPOSES AND MIST BE DRAWING NUM: k m PHONE (727) 726-1138 KEPT Car MUM NO SEORET FROM O>FrEaS. AD—Pa-0001 19 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 4 1— VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE AD-PR-7002 �` SEE AD-PR-7008 SHIP THIS SEC. LOOSE ---- - - - - - -(SITE INSTALLED) - - - FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED `— FOR ROOF VENTING BOTH FACTORY - POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI AL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF -SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: APPROVED BY Revised Oct 25p 1,2007 INS. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NOTICE: DRAM BY: DATE: REV. LETTER: JACOBSEN HOMES TSPEcncAmmA+�DRevm Tm O.A. 10-24-07 , min ORIGINAL PROPWMY, AND CONFIDENTIAL JACOM MANUFACTURING DRAN9NG TITLE: ON SITE PITCHED ROOF DETAILS P.O. Box 368 INC. SUCH YAZRIALS ARE PROVIDM TO TTE ® SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR 9PETi1C M1tPW AND MUST BE KEPT CO►> WTIAL AND SECRET FROM QNM DRAWING NUMBER: AD-PR-7001 20 ROOF. TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN, ROOF WITH 7/16' X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16' X 1 1/2' (12) EACH SIDE OF MARRIAGE UNE TO X '16 GA. STAPLES, 2' O.C. WAX. TO EACH 16' O.C. RAFTER. EACH 16' QC, RAFTER. SEE DETAIL 'A' SEE NOTE jn 11' MN. STE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER 10 I ALIGN MATH FACTORY INSTALLED RAFTER BELOW. oodlowo- -/ x SEE NOTE /2 MAY BE RIDGE NOTE 4�S A I 18' MIN. DECKING Wq (ACTORY INSTALLED RAFTER CROSS-SECTION CENTER secnoN) REF. PG. RC-07-0044 NDS01 I. SECURE EACH 16' O.G RAPIER TO RAIL BELOW MIIH INSTALLED PITCHED RAFTER TO ALIG* SCREWS AT EAOi N FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) 2- ATTACH MATE U E RAFTER RAILS (OR RIDGE BEAMS) WITH j10 X 4 1/2' SCREWS 9' QG MAX' SPACING. 1 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. B7mlR JACOBSEN HOMES E-1111111111171 P.O. BOX 366 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1136 C-FS3 - 88.01 .;ohn C. 069aen, P.�. K2 Engkwr". Inc. Imanct. INM SEO AY05 AND ORAMUQ ARE YAIMUS O .M MM UANWACREM FIG AM YAXWU AR PROM 10 OE ROTOR FOR S}EM P1 OOEp LO "I EE lP1 OOItiOFML AIp f1DET MOI 010E WINOZONV II ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY N H iNc: 2006 FE EIILL MAMI1FAQURN HOME COMSTIIUCFMN ANO SAFELY STAMOAAOS O.A. 1- - 06-02-06 .�...�..� IF TO ROOF ATTACHMENT A 'AD-PR-7002 21 END ZONE RAFTERfOVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUILOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS 10.0c ll RAFTER TOP CHORD > . 00 > 4840 iz 2 X 4 NAILING BLOCK 2 X 6 OVERHANG FASCIA (INSTALLED ON SITE) THIS TRUSS INSTALLED ON SITE MIN. (3) .131' X 3' NAILS ZRAFTER BOTTOM CHORD FROM NAILING BLOCK INTO 160' RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131' X 3' NAILS DOUBLED END ZONE RAFTERS FASTENING FASCIA INTO TYP. 16' O.C. END OF NAILING BLOCK 2 X 6 OUILOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF #3 FLAT SEE (MART FOR FASTENING OUILOOKER 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 OUTLOOKER J `" 2 X 6 OVERHANG FASCIA W/MIN. (5) 7/16' X 2 1/2' X 15 GA END.ZONE ASSEMBLY NOTE - STAPLES OR MIN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) 1M 1LOOKERSS TOOF INE �� VUSM LOCATED (TYPICAL AT ALL CENTER BRACES) IN TE ENDZONE PER FASIEW 00T. SINGLE TRUSS ONLY REO'D OUTSIDE OF 3 FT. AREA DM TRUSS MAY BE PLACED ON EITHER SIDE I NDS01 NOTES: 1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD-PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: oumm . . PENEm wt J31 PD NAIL 5 1 1It 15 GA. -STAPLE 8 1' IB SCREW 2 Y (IW L TP) OUILOOM FASIE M MAY E RISTp= VWNDZONE 111 FROM TOP ow DOWN F PEWMIM ALL EXPOSURES B MANTANED. (110 MPH) 20 PSF ROOF 10 PSF D.L. F'`"`C& C-RC-197.01-197.02 GINEER APPROVAL: DARA APPROVA: APPROVED BY olo Feb 05,2008 :Z,z1(0N14 INC. ME ,John C. Doom, P+�. FEDERAL CrIONMAHUAND SAFETRED Y STANDARDS [bN5Titl1Cf10N AND SAFETY STANDAi1D5 .K2 Englnj:or6rlg; Inc. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 2JMA n�sE SPECFIGTA7N5 AND NDRAr+cs ARE ORIGINAL. PRORM RY. AND COtsOWK LutE m OF atom NAtAIF"c1us�+c 9101 MAIM" ARE PRDYm W THE RECPDiT FOR 9'R!L NIIAOtiS MUM BE IVT 00FOD RAW AMO SCREI TAGM DT M DR"WN BY: O.A. DATE 1-29-08• REV. LErIER —00 DRAWDIG Il1LE: END ZONE RAFTER OVERHANG ASSEMBLY USK]qC DRAWA NUMBER: AD-PR-7003 22 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16" ON CENTER — I TRIPLE WIDE CENTER SECTION PI AK SITE INSTALLED DECKING PITM NO BLOCKING REQUIRED TRUSS SECTION & REMAINDER OF AT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS (2 FULL / ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES -SEE OTHER DETAILS TO SECURE TRIPLE YACE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) MANUF. INSTALLED DECKING TO HERE v VANDZONE 111 ALL EXPOSURES (110 MPH) 20 PSf ROOF 10 PSF D.L. 1. I1r MAXIMUM 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 N Revised SPAN RATED) DECKING (EQUAL OR BETTER). John C. CJ� ism., �- Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE �C2�CIg�«�tl;'�.�,'•IIc 14 INC. SAME DECKING PATTERN. FEDERAL WINUFACfURED HOrE 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCTION AND SAFETY STANDARDS GA. STAPLES AT 3- 0 C EDGES AND FIELD LETiEA' JACOBSEN HOMES NVXWS ME >HM � �� WARK- PKPWM NO as * MMX eY O.A. 0A1� �0-24-07 "�' DMIM TIRE P.O. BOX 368 MAT F1M OF JIICOM UNWACIWl10 .,_ SUCH VATMALS AK PFOA n 101NE ON SITE PITCHED ROOF DECKING INST. DMWXG KNO R SAFETY HARBOR, FLORIDA W95 fUrW Fat S IM ROM NO MAT K PHONE (727) 726-1138 "T tX1i wvL No S m frm MIS. AD-PR-7004 23 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD,PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION J / CEILING PANEL CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF DAPIA APPROVED BY � Revised Oct 25,2007 AINC. MANUFACTURED HOME ICTION AND SAFETY STANDARDS NOTICE: DRAWN BY. O.A. OATE: 10-24-07 REV. LETTER: JACOBSEN HOMES THEE SKITS AND DRAWINGS ARE OINNAL, PROPRIETARY, AND CONFDENTRA6- DRAWING TITLE: MATERIALS OF JA'CMS0N MANUFACTURING SITE INSTALLED PITCHED ROOF VENTS ❑„ P.O. BOX 368 NC. SUCH MATEIU S ARE PROVIDED TO RE SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEOFIC PURPOSES AND MJST BE KEPT CONFIDENTIAL AND SECRET FTDY OTHERS DRAWING NUMBER. AD-PR-7005 24 ROOF VENTING 12 W ' MARRIAGE WALLS I I IMP. IT S0. N. CUTOUTS FOR �r VENI ATION Or ROOF SECTION ♦_ (SEE 001 FOR REOUREYENTS) 100 SQ. IN. CUTOUT VENT HOLES N RF.oU1RED 1N FLAT ROOF SECTIO (1607 X SECTION (,DIGT)t CUTOUT NODS: 0 TO 15-6- 1 15'-6' TO 31'-r 31'-r To O6 -W 3 46'-10' 10 6 -6 4 62'-6 TO -0 5 I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I ZI I MARK AGE WALLS c I LOW VENT LOW -VENT +-v I 050 SO. IN, VENTS REQUIRED I `3 HIGH VENT IN SITE INSTALLED TRLISS SECTION W-------------`-- I CENTER LINE OF CENTER SECTION (nn II law IMK mm 101L• la 1011: 10 31-f mm um 31- 10 W-W I NONE 46--w 10 -i 2 1 EA SK i t0 W-W 3 2 EA SOU 1DD1 I 44 AM 1D VVWJG %NM I TYP. 50 SO. IN. ROOF VENTS +_ LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. 2 W NOTES: OAP" APPROVAL AF PROVED BY rJUN 14 ? INC* fEND HOME OW RUCTION ANDSAFETY STANDARDS NOTICE DRAWN BY: DATE: REV LITTER JACOBSEN HOMES TOM gU%r- 1M AM NAMM � R.R. 01-22-04 ONTO L M MIARr AM CDII>OWW DRAIIIIG MAD: _ P.O. BOX 368 "A1O°ALS CF MCDM YANIFACI MM ROOF VENTING NG WW NAMVMS AK FR09D 10 IK SAFETY HARBOR. FLORIDA 34695 mcmOa ►pR SFEOFIC ftwW Alp 00 K DRAW" PMKR: PHONE (727) 726-1138 IQ►1 O1npo11IAE w SIXII1110 usm AD-PR-7006 I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I ZI I MARK AGE WALLS c I LOW VENT LOW -VENT +-v I 050 SO. IN, VENTS REQUIRED I `3 HIGH VENT IN SITE INSTALLED TRLISS SECTION W-------------`-- I CENTER LINE OF CENTER SECTION (nn II law IMK mm 101L• la 1011: 10 31-f mm um 31- 10 W-W I NONE 46--w 10 -i 2 1 EA SK i t0 W-W 3 2 EA SOU 1DD1 I 44 AM 1D VVWJG %NM I TYP. 50 SO. IN. ROOF VENTS +_ LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. 2 W NOTES: OAP" APPROVAL AF PROVED BY rJUN 14 ? INC* fEND HOME OW RUCTION ANDSAFETY STANDARDS NOTICE DRAWN BY: DATE: REV LITTER JACOBSEN HOMES TOM gU%r- 1M AM NAMM � R.R. 01-22-04 ONTO L M MIARr AM CDII>OWW DRAIIIIG MAD: _ P.O. BOX 368 "A1O°ALS CF MCDM YANIFACI MM ROOF VENTING NG WW NAMVMS AK FR09D 10 IK SAFETY HARBOR. FLORIDA 34695 mcmOa ►pR SFEOFIC ftwW Alp 00 K DRAW" PMKR: PHONE (727) 726-1138 IQ►1 O1npo11IAE w SIXII1110 usm AD-PR-7006 1DD1 I 44 AM 1D VVWJG %NM I TYP. 50 SO. IN. ROOF VENTS +_ LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. 2 W NOTES: OAP" APPROVAL AF PROVED BY rJUN 14 ? INC* fEND HOME OW RUCTION ANDSAFETY STANDARDS NOTICE DRAWN BY: DATE: REV LITTER JACOBSEN HOMES TOM gU%r- 1M AM NAMM � R.R. 01-22-04 ONTO L M MIARr AM CDII>OWW DRAIIIIG MAD: _ P.O. BOX 368 "A1O°ALS CF MCDM YANIFACI MM ROOF VENTING NG WW NAMVMS AK FR09D 10 IK SAFETY HARBOR. FLORIDA 34695 mcmOa ►pR SFEOFIC ftwW Alp 00 K DRAW" PMKR: PHONE (727) 726-1138 IQ►1 O1npo11IAE w SIXII1110 usm AD-PR-7006 PITCHED ROOF EXTENDED VENTS SIT{ INSTALLED VENT CAP OR SOLAR ME SITE INSTALLED FLEX DUCT / SITE INSTALLED VENT CAP (SEE DETAIL 'A') SITE INSTALLED CENTER ,SECTION OF ROOF EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHNG FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PPE 3- ABOVE SIEATHNG SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) LTYP. CONNECTION TO VENT FAN, SOLAR TUBE. OR EXTEND 1O RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PPE (EXTEND 3- ABOVE ROOF) (SEE DETAIL '8') FACTORY INSTALLED FLAT CENTER SECTION VENT CAP (OR SOLAR CAP) EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4- 8D NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. -`� SITE INSTALLED FLEX DUCT SHEET METAL SCREW 0'**'—FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH I 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 SPECInCATIONS. Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOLE CUT N ROOF DECKING. - 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMNUM TAPE AS SHOWN N THE DETAIL ABOVE- S. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE (SITE INSTALLED) COUPLER m�TE INSTALLED) VENT PIPE (FACTORY INSTALLED) DETAIL ' B' APPROVED BY INC. RUFACTURED HOME N AND SAFETY STANDARDS NOTICE DRAWN BY. DATE REV. LETTER: JACO BSEN HOMES TNTSE s�EDu� oR No .� AK R.R. 01-23-04 O WKM- PM PRETA"- Iwo amuNuft DRAWPIG IITLE: _ P.o. BOX 368 W- WM mmas or ozwzm kqS ARE DMID M � PITCHED ROOF EXTENDED VENTS Nc svol IUlvexs � PRo+oco ro THE SAFETY HARBOR. FLORMA 34695 K011011 fOR 9'EdK PUtePW NO NMI K DRAWNG NU:IBER: PHONE (727) 726-1136 jVT aargO jq No_WXT IRCH O11ERS AD—PR-7007 ii SITE INSTALLED SHINGLE AND UNDERLAYMENT - 150 FELT TO HAVE A 6" YIN. OVERLAP AND A YIN, 6' WIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS. !� I l r y l 1 1--- I r� FIELD INSTALLED 150 FELT YIN. INSTALLED OVER THE FACTORY INSTALLED UNDERIAYMENT VITH A 6' YIN. OVERLAP AND A YIN. 6• VADTH OF ROOF CEMENT.. 151 FELT ALSO CEMENTED WITH A r VADTH AROUND ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF. I I FRO IiSWED ROOF SNEIITHNG (IMP.) ` { `J I Ei VADTH OF ROOF CEMENT WHEN I OPTIONAL 15# FELT IS INSTALLED. I � I I i OPTIONAL LAYER OF 151 FELT IN i r`1 _j � 1 r-� I ONE-PIECE SHOW UNDERUYMDNT ROOF SHEARK (TIP.) THIS Row OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM 1HE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER LAP OF V MINIMUM. 1/2' T/T TO TO 3' r IN1' uf� 1 FASTENING DETAIL WINDZONE U (110 MPH). ALL EXPOSURES NOTES ENG W APPROVAL- DAM APPROVAL• 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REWIRED. (FASTENERS APPLIED /� Oct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) i0'hl (,, �g�y� INC. 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS Kz E17 inn. -age InG. EDERAL MANFAMI ED HOME NSTRMCrW AND SAFETY STANDARDS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES NOo n� SPEfitr'JITA715 Al0 dG>•ItS `""A"" O' O.A. GATE 10-24-07 NEV `�'�` UlEAVA P.O. Box ma ARE ORIdU14 PROPRETMX AND CONIMOMAL MATE8IAIS OF JNXIM I M40FACl MIND DRAT M TIRE: SITE A IIG S O MAIERIAIS ARE PROM TD M INSTALLED SHIIGE AND UNDERLAYMENT SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 MW FAR 91M PJFM AID WN K 07 mMRO=t Mo Sir Rnl On DRAW NIUMOM AD-PR-7008 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF h/ de ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. .105" X 1" MINIMUM ROOFING NAILS OR .113" X 1" MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING; THE SHINGLE TO THE FLANGE AREA 1MTH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. MATH NAILER FLANGE, SECURED TO ROOF, ON TOP OF UNDERLAYMENT, AND 70P OF FLANGE UNDER SHINGLES. MATH BOT70M OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER MATH SHINGLE TABS SECURED MATH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. DAPIA APPROVAL: NOTM: 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).rmant INC. IFEDEI AL MANUFACTURED HOME CutjS RUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE IKSE SPE�AM1M AWA» AX CRAIAI BY: M.T. DATE 02-04-04 REV. LEITER. DRAWNG TITLE: ORrc+iAL_ PROPREIMI. NO COWMIAL P.O. BOX 368 MAIIDWS QF AACOBSEII M~ACTLMC TYP. FLASHING INSTALLATION DRAWING NUMBER AD-PR-M „ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 R[cMI FOR SIM ROMSES AM PAT R RM CDFODMq NO SECRE1 FROG OTAX .00 28 ADDENDUM GENERAL "NOTES / TIE-DOW'NS NOTES: I. 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 -DOWNS 1601 A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. ViE'N ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALL_ED IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS). 5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY 6E INSTALLED BY JACOBSEN HONES 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 MAIIUFACTURER'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 a 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' SIDEWALL HEIGHT ONLY). 9. LONG11WNAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE • CROSS- MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVM BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN WHICH TILE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE 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 (3150 j DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THIN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CRDSS- MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TIPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REQIAREO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCOC REOUSEMENTS. ALL BLOCK LNG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES O S' EHq;`EOiTIAR`{�W '��i APPROVAL APPROVA STERF ROVED BY t,4 ,.- THESE NOTES AND DETAILS ARE APPLICABLE -S Q' N0. FOR WIND ZONE II AND/OR WIND ZONE III. THEY ENE8703571 i JUN 1 5 TO ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = AND EXPOSURE V. SEE APPROPRIATE TABLES INC FOR SPECIFIC INFORMATION ON EACH. TAT O '•., / m J. ' kr��`sT �roseaTT m JACOBSEN HOMES NOTICE: '+ %�� DATE: REV. LETT THESE SPEWCATIONS AND DRAWN 05 ARE 11111T� C.L.Y. ER: 5-19-95 „ ORaONAL. PROPRIETARY. AND C°RdTO x AL DRATANG TITLE* A. P.O. BOX 368 MATERIALS OF JACOBSEN YANL6ACTMNO TD—GENERAL NOTES '(�\ SAFETY HARBOR. FLORIDA 34695 W_ Sua UATERULS ARE PROVIDED TO THE KPESPECIFIC �5DRAMNG NUY9:RPHONE (813) 725-1138 NT. NO SECRET AD—TD-0001 29 ADDENDUM C NORMAL TIE -DOWN SPACING TABLES 1 ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III O1Y• ANCHOR YIN. CITY. ANCHOR FLOOR S WIDTH EA.k END OF AN EA. END AN l� 0 U E.A. SECTIONYIN.. CTION 6 IO EA SECTION MIN. 6 20'-0' 2 36' 2 45' 24'-0 2 46' 2 60' �tj•Q 25'-4' 2 50' 3 38' 26'—B- 2 t 54' 3 41' VERTICAL `TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE it WIND ZONE III SPACING DEL HEAD DELANCHOR ANCHOR ANGLE SPACING HEAD ANCHOR ANQE FLOOR EAVE WIDTH OVERHANG LOAD 26-0' 12' 8'-0. 31501 40'-50' 6'-8' 3150# 40'-50' 24'-0* 12* 8'-0' 31501 40'-50' 6'-8, 3150# 40'-50' 25-4' 12' 8'-0' 1 31501 40'-50' 6'-8' 31501 40'-50' 26'-8' 12' 5-0' 31501 40'-50' 6'-8' 3150# 1 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR UK CITY. EA END OF ANCHOR AN YINL CITY. EA. END OF ANCHOR NGLE WIDTH EA. SECTION MIN. A EA SECTION YIN. B IN. 2'-0 2 50' 2 68' 1 24'-0* 2 70' 3 50' 25'-4' 3 45' 3 60' 26'-8' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE IR SPACING DEL" HEAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 5-4' 31501 40'-45' 4'-0' 3150# 40'-50' 24'-0' 12' S'-4' 3150# 40'-50' 4'-D' 3150# 40'-50' 25'-4' 12' 54 31501 40'-50' 4'-0' 3150# 40'-50' 12' 54 1 31501 40'-50' EA '-0' 31501 40'-50' CITES: ENONEER` 00 Ji" DANA APPROVAL: 1. SEE Ao—TIY-D001 FOR ADDITIONAL REQUIREMENTS. �.� Q`'N0.9F0'? ��APPROVED BY 2. SEE AD—TD-0011 FOR YAx1UU1N PIER HEIGHTS ItEWIN?ED FOR THE LOADS TABULATED AB04E. ENE8 = ,>uri 1510 of . cc � INC �.� OIA� . G\ .� rtxAx�wis.c,u+®RwE cus,Ius:,Ia+AAosvETYsmaF+De JACOBSEN HOMES NOTICE THESE SPEC11ICAnoNS AND DRAWIGS ARE CR3QHAL, PROPRIETARY. AND CONFIDENTIAL lk4+8 • C.L.Y. DATE: 5-30-95 REV. LETTER: / \ DRAWING TITLE: MATERIALS OF JACOBSEN YANdACTURING NORM. SPACING TABLES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 VA RK SDCH MATERKS ARE FRONDED 70 THE REOPERT FOR SKC7IC MIMES AID,RIST BE AM SECRET ►ROJ OTHERS DRAWING NUMBER AD-TD-0010 PHONE (813) 726-1138 PVT MfMTVt 30 ADDENDUM &',>> ALTERNATE TIE —DOWN SPACING TABLES ZONE II & III/W. C �4> LONGITUDINAL TIE —DOWN SPACING TABLE MK WIND ZONE u WIND ZONE N MIL On EL°D oT ANm ARE MIL Qn END OF A1f o FLOOR WIDTH EA.s=�nl v� e . � socua KME w. e 2S-4' 2 54' 3 40' �O 24'-0' 1 -2 54' 3 40* 29-4' 2 60' 3 44' 26'-6' 3 38' 3 48' 30'-T 3 1 47' 4 41' (SEE NOTE /4 FOR ANCHOR ANGLES) VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAIL WND ZONE II VMD ZONE 11 FLO1HH 01 EAVE OVERHANG SIAM � ANO0 ANC SI'AM � ANM MOLE 294 12' 54 31501 W-45' 54 . 3150 f w-40' 24-0' 12' S4 31501 40'--45' 6-4, 3150j 35'-40' 25-4' 12' 51-4' 31501 40 -45' 51-4' 31501. 35'-40' 2V-6' 12' 54 31501 4(r-45 5-4' 3150# 35'-40' 12' S-4' 31501 40-45' 51-4' 3154 1 37-4T (SEE NOTE #4 FOR ANCHOR ANGLES) C. Op�� ins eaaa�N gyp' G E � SF •oee �'� •��9�0�� •� No 45484 m • - , f • G fLSy � � . 8 TA �O_ : �: (4�m REF. CAL.C. ms�`F' . p R ti Q Q:' ��oe`' C-TD - 215.01 - 215.20 NA' NOTES: slo4e}Ii A11PIO&I DARA A1QFFJXAU 1. 59 AD-iD-= FOR ACKHONAL REQUIiEl M APPROVED BY 'NTP Z SEE AD-TD-=U FOR MAWN PER OW73 REQl1O FM THE LOADS TABULATED ABOVE 2009 a lE-MM Di = ON THIS PAGE APPUC�E TO DOUBLE UM ONLY. Nm I C 4 BEII MOM ARM ON IN THE CHART ABOVE CANNOT BE ACHEVED, DISTALLED AN AFf S) STABi M PLATE . FEDERAL ■MI FACTURED KOMI coxsnw=N MD SAFETY STANDARDS JACOBSEN HOMES 3W SfF MVM AM MOM W oRw eY; M.T. QA>E 06-04-09 ` P.a Brnc See MMIAL, PROPIEDwY AID C FM MIML YA1 I"s MMOOMUWACPAW GRAM 'ILTERNATE SPACING TABLES — SAFETY HARBOR, FU RADA 3405 PHOIE (813) 726-1138 YB &W YAIBMTS AK RAM TD TIE REQBII M S Ptwm AID fm m IO T hem AID ZXT Fm gum DRAIN N YAM AD-TD-0010.1 31 ADDENDUM TYPICAL SIDE ELEVATION curAmmr_ nG—nnurta whrHare TYPICAL CROSS SECTION MOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.0 SEE FIGURE 2.0 FOR ALTERNATE M-DOW MOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE M-W" V. A , N TES: — • „-� ��i I. SEE AD-M-0010 FOR SPACING TABLES `��``��•t�,G�STFRF o••, iJo. 0 2 SEE AD-TD-0010 FOR QUM" OF LONGITUDIAL ME -DOWN STRAPS REQUIRED. _ ENE87 �. 3. SEE OTHER DUALS FOR BLOCIONG (Pa) QUANTITY AND OTHER REOUROdEN1S 4. SEE AD-TD-0001 FOR ADDITIONAL REQULiDENTS 'C': liv '� s 5. ZONE 2/EXPOSURE 60' YA)MM HEIGHT i 4 •� �:�Q•'• ZONE 2/E)RE V: 44" YA)WII HEIGHT �051J 'C: / 7 P`' '�i� ••••., 0 Q,••'C7� ZONE 3/0POSURE 40' YAXDAIY HEIGHT ZONE 3/Ew=RE 1)': 36' YAXL,RIY HEIGHT ���i siS'/n Al A l• E� ��� SEE NOTE 5 FOR YAWN Hma REF. CALCS: r • :fYb+b1 1. I : i INC NOTICE C.L.Y. DALE 3-27-95 REv. LUTM. JACOBSEN HOMES TNESE s ar-Ams AND DRAwm ARE ORIONAL. PROPRIETARY. AND COFRMTIAL DRAWING TITLE MATERIALS OF JACOM YANUFAGTURMB FIGURES 1.0 AND 1.1 „ P.O. BOX 368 FHt: SUCH MATDTIALS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 RECPFNT Fat S°ECFlC PuwM AND AM BE DRAWING NUYBM- PHONE (013) 726-1138 KEPT CONFEENIK AM MMO FROM OTHOM AD—TD-0011 32 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 1.0 �GEIVS-.F,�° m ; OI ) •r� I� i � ,� TYPICAL CROSS SECTION I SHOWING'TIEDOWNS I t>a R= SEE ROTE 5 0 MA10AM IQOR m mR mm (SEE ROTE p) m mR ma (a ROLE P) FIGURE 1.1 (mm Is ON 95 lrf I•-ffm mm n I6r"Maas) 1. SiE AD-7D-00f0.i FOR SPACNiO TABLES APPROVED BY 2- SEE AD-7D-0010.1 FOR QUANITI' OF LORG(IUDW. 7E-MM S7RAPS REOIARFDON 3 SEE OTHER DETAILS FOR BLOCIONG (PIER) QUA07Y AND OTHER REQUIREMENTS PIN 16,2009 C. 4. SEE AD-7D-OOW FOR AMMONAL BEQUIREYEHIS FEDERAL IWDFAmmED HDYE 5. ZONE 2/E1O5URE'C': 670 MA1mNM HETGITT CONSTRNCRON AND URTY STANDARDS ZONE 3/EVMK 'e.. 5r Mmum HERMIT 6. *EH MOIDR ANGLE SH011lI ON 0-TD-0010.1 CARROT BE A(H5M, REF. CAICS: INSTALL AN APPROVED STA61LM PLATE, C-TD- 215.01 - 215.20 N0im D7T: icy. LLI JACOBSEN HOMES . PwlMm*rmy AW ooRLmaLnA< DRAWN TYRE P.O. Box ass sA OF 'tA Acts FIGURES 1.0 AND 1.1 W. SM YI►1�lAls ARE PROMIS TO 4E SAFETY HAREIOR, FLORIDA 34695 ROW r(R g= KV= AID WST E DRAWN NUM9M PHONE (613) 726-1136 IVT CNIM ML Am MU FRW OM AD-TD-0011.1 33 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 1 �' LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III FLOOR MIN.OTY. ANCHOR MIN.OTY. ANCHOR S �Q� WIDTH EA. E!C ANGLE EA. END OF ANGLE EA. SECTION MIN. A EA SECTION MIN.9 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG DBL HEAD LOAD ANCHOR ANGLE SPAONG DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 6' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' 6' 8'-0' 31501 40'-50' 6'-8' 31501 49-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN, WIND ZONE II WIND ZONE III . FLOOR MIN.OTY. ANCHOR MIN.OTY. ANCHOR (� WIDTH EA. END ANGLE EA. END ANGLE �t O \v\ EA. SECTION MIN. a EA SECTION uD+. e 12'-0' 2 64' 3 47' 12'-0* 3 37' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG DO- HEAD LOAD ANg10R ANGLE SPACING DOL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0* 6' 5-4' 31501 40'-45' 4'-0" 31502 40'-50' 6' S'-4' 3150Q 40'-50' 4'-0* 3150# 40'-50' NOTES -.'�A��'' Doe"*, ,� OF�C` DAPIA APPROVAL' I. SEE AD-TD-0001 FOR ADDITIONAL REQUIRELENIS�ST�9 •�4, �O Z APPROVED BY� p PIER HEIGHTS FOR THE LOADS No. y 2. SEE AD-1D-0013 FOR MAXIMUW REQUIRED 7ABULA10 ABOVE. ENE8703571 = N 1 5 3. MAX EAVE OVERHANG REFERS TO OVERFIANC AT SIDETYALL HOT FRONT OR REAR. *= ING 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' �,. STAT" F -' �4 '�����`�; ACj Tl7F�A WI+JKT1/®IOE cosAr.�v�NosaETTswa+m I -BEAM SPACING, 96- MAXIMUM SIDEWALL HEIGHT AND 6- MAXIMUM SIDE MAX. EACH SIDE OF UNITI • O ,•'���'��` ••...... OVERHANG (6' OVERHANG i�t1' JACOBSEN HOMES NOnCE: "IA%tY 11 THESE wEcLnUTMI AND DRAWINGS AA� yy' tlLl`V"� ' C.L.Y. DATE: 5-30-95 REV. LETTER: P.O. BOX 368 PC ORIGNAL. PROPMEURY. AND cmnDENTUL MATERIALS OF JAMSEN YANUFACTIANG PROVIDED THE DRAWING TITLE: NORM. SPACING TABLES SAFEPHONEHARBOR, (813) 72611138 695 W_ SXH WAMUMS ARE TO JUTCPCFM MID 00AND n=Y M DRAN•J1G NUMBER: AO-TO-0012 34 TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE 2O FOR ALTE ITE TD*­-DOW IIE HOD FIGURE 1.3 SEE FIGURE 7.0 FOR ALMATE TZ-DDlX KMOD SEE NOTE 5 FOR HAIONAI HEIGHT NOTES: ENGIN #011D1Afoutf DAPIA APPROVAL1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES, ���,``,. .`'••DOF''�'��i 2. SEE AD-TD-DD12 FOR OIIANTY OF LONGITU°IAL TIE -DOWN STRAPS REQUIRED. O`''GxSTE,9�F '•�- APPROVED BY 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUM ITY AND OTHER REOUf�11ENT5. + N0. n 4. SEE AD-TD-0001 FOR AODITIONAL RE0Llf"EN7S. - EN 870357 - `AN •5. ZONE 21EWMRE •C': 30' Y044111 HEIGHT )INP INC, 2/EIPOSURE '0': 48' YAX4NIY HEIGHTA 4: OF ;�44` Imo, FEt;tftmANLFfCnpoN ZONE 3/D(POS11RE C': 28' YA)DINY HEIGHT ZONE 3/rXPOS11RE V: 60' YAXIYUY HEIGHT ���,�F . � Oip��•'��```�� JACOBSEN HOMES THESE SPEaMATTI00N9nAM MAzbN � LP``� C.L.Y. °ATE 5-19-95 0 LETTEri COMAL PROPRIETARY, No cowamT L DRAWING TITRE FIGURES 1.2 AND 1.3 A ' P.O. BOX m YAIMS OF =D13 N YANUFACflJRNC INC. SLOT MAXIMS ARE PRMO TO TIE SAFETY HARBOR, FLORIDA 34695 RECIPIN NR 9M qNM NO I= HE DRAWING MYSER: PHONE (813) 726-1138 IVT CO:10ENll L AID SIDTT ROI OM AD—TD-0013 35 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION cwnwur nr-MWN SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS) ..r,TUIUI1ufNr.. NOTES: 1. SEE AD-TD-OOIO FOR SPACING TABLES. 2. SEE AD-TD-0010 FOR QUANITf OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. _ 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREIIENTS. 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (613) 726-1138 o ENC-8703571 IV & - � t V �rrrrrfJ TIl1\\\\ NOTJCE: DRAWN BY: THESE SPEanCATIONS AND ORAVANGS ARE CRIONAL. PROI)KTARY. AND CONFlDOJTIAL MATERIALS OF JACOBSEN IJANUTACTUPoNG DC SJCi MATETCALS APE PRONDED TO THE REGMT FOR SPECFX PY?W AND MUST RE IQPT COfdWROL ADO SECRET TROY DDM DAPIA APPROVAL APPROVED BYf .o15 IN INC. fto�xu yA�EJICI{/®N7E wancxTa� rro sysn swaise DATE: REV. LETRI C.L.Y. 5-19-95 FIGURE 2.0 A R AD-TD-0014 ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS SIDE VIEW OF MAIN FRAME M-DOYM STRAP SEE OTHER DVAhS FOR 71E-DOM STRAP SPECFTCATIDNS. APPROVED ANCHOR Vt"D:D TO MAW I-EEAM (SEE OT:-!ER DETXS SEE AD-TD-0200 FOR FOR WELDING) i0 BE LCSTALLEO RADIUS CLIP DETAILS AT WE FACTORY. (REOWRED THIS LOCATION). (YIN. 31501 WVWNG [DESIGN) LOAD AND 47251 ULTYIATE LOAD) GROUND ANCHCR SEE OTHER DETAILS FOR SIZE. ANGLE AND OTHER INSTALLATION NOTES. SOLID HEADER (CROSSMEMBER) SEE AD-TO-02DO FOR RADIUS CLIP DETAILS (REQUIRED THIS LOCAIIOH . SIDE V.L1V FIG URE 2.1 FRONT VIEW 3' X 3/4- SE ER CUR INTO TO HEADER FOR STRAP ATUCFi�EHL . MUST BE LOCATED WITH-4 5' OF MAIN (FACiORT CUT) . CHASSIS1-BEAM. SEE AD-70-C203 FOR RADIUS CLIP DETAILS (REQC O THIS LOCAION). 5' MAX TIE -DOWN STRAP SEE OTHER CEETAILS FOR 1E-DD^' STRAP SPECIFICAIDONS. GROUND ANChOR• SEE OTHER DETAILS FOR SZE. A.VGE MILD OVER I STALLATION FIGURE 2.2 NOTES:' UR APPROVAL• DAP A APPROVAL iI 1. SEE AD-M-0010 FOR SPACING TABLES- 2. SEE AD-M-0010 FOR OUANITY OF LONG17UDIAL TIE-DOV01 STRAFS REW:Ro. �O �cr27-�17:: !i'" ::•• ` I SEE OTHER DETAILS FOR BLOCKING (PER) QUANRTY AND OrrIER REQVRENENTS. A 4. SEE AD-TD-DD01 FOR ADDRiONAL REOUIRELIENIS. ��� fr •('., '+�, ONAI � • Asoo BRACKET AND TIE-DO0 DE-vTCES ARE CERRFIED BY OTH0S JACOBSEN HOMES Nomce TrEZ VEUXA`ONs AND CRAVINGS AAE CRA11N BY. • CLY• DAis. 6-13-95 REV. LETTER: P.O. BOX 368 ORGNAL, FRCPWMY. AN) CWWMAt VAIIO. Va OF MCOM WN"ACTIN CRAVW 11T1L FlGURES 2.1 k 2.�2 molarTd SAFETY HARBOR. FLORIDA 34695 SUCK YA OKS ARE %W TO ONE Mt AVOT Ea PECK AMM AW YJST E DRAWING NUMBER: PHC64E (813) 725-1138 ail cohmonAL Am mm n= oasis AD-TD-0015 37 LONGITUDINAL STRAP ATTACHMENT TYPICA AN CLAMP, MANUFACURED BY ENGINEERING. PART 159011 tact „w.urA%, ER'S INSIRUCT10N5 FOR COMPLETE INSTALLATION DETAILS) TYPICAL LONG17UDWAL ANCHOR STRAP (FIELD INSTALLED) / NOTES: DAPIA APPROVAL 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A P ROVED BY 2. ALL -STRAPS TO BE TYPE 1, FINISH 8, 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. I N C. Ilpi ICON MANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS -JACOBSEN BIOMES NOTICE TOSAND DRAWN BY: DATE: REV LETTER: ' • ' THESE SPEORunmtS AND DRAWUIGS ARE M.T. 6-12-01 ORIGINAL, PROPRIETARY, AHD CMDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING P.O. Box 369 INC sucH MAiEPoAIS ARC I'AONUEO f0 THE LONGITUDINAL STRAP ATTACHMENT SAFETY HARBOR. FLORIDA 34695 REORENT PER VWX PMOSES ANO WSr BE DRMMNG NUMBER: . PHONE (727) 726-1138 NEVI MMMEH IAL AND SEO0 FROM Orr AD- TD-oD1 c 38 ADDENDUM �gS, S�' OFFSET UNIT TIE -DOWN SPACING TABLES 1 ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN. SPACING TABLE r' MIN, WIND ZONE II WIND ZONE III Ink oTr. ANCHOR WL oTY. ANCHOR t1 FLOOR WIDTH EA. END ANGLE Ell END OF ANGLE EA SECTION UKUKa EA. SECTION TNL e 10'-0' 2 44' 2 56' 12'4 2 57' 3 42' 13'-4' 3 38' 3 so - VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DL HEAD LOAD ANCHOR ANGLE SPACING DEIL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 10'-0" 12' 4'-0' 31501 40-50' 4'-0' 31501 40'-50' 12'-0" 12' 4'-0' 30001 40'-50' 4'-0' 31501 40'-50' 13'-4" 12' 5-3, 31501 40'-50' 4'-0' 30001 4.-5W LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III W OTT. ANCHOR UK QTY. ANCHOR FLOOR WIDTH EA. OF EA. END OF ANGLESEC EA SEcnaH MIN.K a FA SECTION uIR . e 10'-0' 2 64' 3 46' 12'-0' 3 50' 3 68' 13'-4' 3 58' 4 48' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING OBL HEAD: LOAD ANCHOR ANGLE SPACING DO. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 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' 3065,1 40'-50' 2'-8' 30001 40-50' NOTES: A i��D BY 1. OFFSET SECTION %ITH THE MARRIAGE LINE WALL CCIEND24C BEYOND THE ENDWALL OF lo ,•• G\ST•�AT � . � REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE THE TABLES THE !Q :'Q�' ,••• �!i ••. WICH ABOVE -'THE SIDEWALL SIDE AND ADJACENT SECTION(S) ARE T h' .. - �� , SEP 0 9 BE TIED DOWN IN ACCORDANCE MATH THE NORMAL SPACING TABLES (AD-TD-0010). ; ADDITIONAL �, �. 'n' `• C• NC. 2. SEE AD-TD-0001 FOR REOUIREMENTS. -; HOME 3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED ��0�•'•!n•u1Q�j'' ��``��� FED ''��j'�, RAL MANUFACTURED ABOVE. • • ...•• ���� CONSTRUCTION AND SAFETY STAND JACOBSEN HOMES THESE sPEonuNm'11'SARI,,, nWa+SANMD oRA1MNO5 ARE !\rt R.R. DATT 8-27-96 REV.LiTTER m P.O. BOX 368 0WINAL, PROPMATARY. AND COe"NXIML MA1�ALS OF JACOBSEN YA100ACTURVAC 01 UC 2 MAWRLALS ARE PRONOED TO THE 13 TLE: DRAWING TI OFFSET SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REOPST T0t SPEOFt Pt1RPOSES AND WST RE ATFT COrWrA AM SEOU MW OTHUtS. DRAWING NUMBER AD—TD-0020 �6 'DS. 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE —DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FDR ALTERNATE TIE —DOWN IIETHOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR IIAXDIUN HEIGHT ANGLE ANGLE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE TIE —DOWN 1lEIEDD [TAKES ON AD-TD-O= Jlil.d4l APPLY TO THESE STAITIIARD MULTI -WADE SECTIONS OF THE UNIT -SEE NOTE 1, AD-TD-0020.] TIP. FLOOR SYSTEM TYP. CROSS-�1F1fDTR ,—WASSIS / ANCHOR ANGLE ANODR ANGLE FIGURE 3.2 011601. ALTERNATE TIE—DOW METHOD NOTES: s :�.T O • FR APPROVED BYE TD 1. SEE AD--0020 FOR spacwc raeLEs (OFFSET SECTION ONLY). : '�;� �`� No. 2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE-DONM STRAPS REOUIRED. . I ENE87Cl3rJ71 •: (OFFSET SECTION ONLY) 3. SEE OTHER DETATIS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. _ ilw1� 1` 4. SEE AD-TD-ODO1 FOR ADDITIONAL REQUIREMENTS. �O ,/��/�f '�� 5. ZONE 2gVADE MIN o0SURE 'C': W MAXIMUM HEIGHT '" •• • (� a �` ORFEDERAL N ZONE ZONE 3/D�OSURE b 32' MAXIMUL) HEIGHT (44' 024• WIDE MIN.) FsAn.... .... s�ONAI. E JACOBSEN HOMES NOTICE.` THE% SPECIFICATIONS AND ORAWNGS ARE DRAWN BY: C.L.Y. DATE: 5-11-95 REV. LETTER: :� BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL UATEFHALS OF JACOBSEN7 MANUFACTURING DRAWING TITLE FIG. 3.0, 3.1 & 3.2 ^ / ` P.O. INC. SUCH MATERIALS ARE PROVIDED TO THE `/-j` SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIM PutPW Alva UFST BE DRAWING NUMBER: PHONE (613) 726-1138 wT caFa wvL me gIu rRom o� AD—TD-0021 40 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -GOWN SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION NOTES: DAPIA APPROVAL' 1. SEE AD-ID-0020 FOR SPAC.'6 iASLES (OFFSET SECTION ONLY). . : ' �(�\STEq F '. IN APPROVED BY 2. SEE AD-TD-DD20 FOR INANITY OF LONIiWAL ME-DOYM STRAPS REOUIRED. (DFFSET SEC7IM ONLY) Z 0. NE8703571 _= 3. SEE OTHER DETAILS FOR BLOCYtiv (PIER) OUANDrY AND OTHER REOI MAENTS. 4. SEE AD-iD-0001 FOR ADDIIiff:AL REQUIREuENTS • INC JACO BS EN HOMES OlAo „ P.O. BOX 368 Nom m nasc srsonuTbNs AND ooZArrws ARE CWHAL FROPiE(iART, AND OOr1LENm YA7ti>aALS JAC0M YANNACV"C MAN er:. C.L.Y.5-11-95 DATE RE 1E11iR n DRAWING 11TIE: FIG. 4.Q SAFETY NA?'c _R. FLORIDA 34695 NC. SM YAIEAWS ARE PROVM 10 1M[ KCPIENt TOT 901FIC ppy=-me VM r �� MJYBM PHONE (813) 726-1138. PORT COriMna MO JC D n of ones AD—M-0022 k ' .41 ADDENDUM - SPACING TABLES ALTERNATE UNIT TIE DOWN �j. [� it ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 11 WIND ZONE III Ty wY. OT AHq+oR MIN on ANCHORFLOOR ANGLE EA END Or ANGLE WIDTH gENC EA ON MIN. A EA SECTION MIN. e 20'-0' 2 6' 2 45' 24'-0' 2 4 6' 2 60' 1 254 2 2 67' 26'-8' E50' 2 55' 3 30. VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL. HEAD ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD 20'-0' 12- 4'4 36701 20' 4'-0' 3900# 20' 24'-0" 12' 4'-0' 37001 20' 4'-0' 39501 20' 254 12' 6'-8' 40001 15' 4'-0* 39501 22' 26'-8' 12" 6'-8' 3950 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR MIN. Ott• CA. END ANCHOR ANGLE MIL Ott. EA END OF ANCHOR ANGL WIDTH EJl SECnDN UK E.A. gc110H uK0L e �(Q O� 1� 20'-D' 2 50' N/A N/A 24'-0" 2 70' N/A N/A 254 3 42' N/A N/A 26'-8' N/A N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DE' HEAD ANCHOR AM D OBL AN0 0R ANGLE FLOOR EAVE WIDTH OVERHANG Low 20'-0' 12' 4'-0- 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24' N/A N/A N/A 254 12" 4'-0' 40001 26' N/A N/A N/A 26'-8' 12' 4'4 40001 1 2T , ,,,,I , N/A N/A N/A NOTES: ENGl%Q 'AQPTZ L-•Dp'''9"" . ....,, C DAPIA APPROVAL 1. SEE AD -ID -DWI FOR ADDInONAL REWIREMENTS N0 2. SEE AD-7D-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED _ ;' Et\E8703571 ABOVE: 3. 20 WDES -82' MAUM I -BEAM SPACING ONLY. MAXIMUM 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). �. ,�, .,N01�,•,. `\ _..._.....�..... Nomcr. inT i9Rf�MN C.L.Y. DATE DATE:- REV. LETTER: JACOBSEN HOMES msE smancom AND DRAVOM ARE ORtONAL PROPRIETARY. AND CDWWTMI MAWRIALS OF JACOM MANUFACTLM OR111'AFHG TIRE: ALT. SPACING TABLES ' P.O. BOX 368 SAFETY' HARTBOR. FLORIDA 34695 INC SUGH MATERKS ARE PROMOM TO THE RECPDIT FOR SK= PJMZ RD "I TIE DRAMNG NUMBER AD-TD-0030 PHONE.(813) 726-1138 wT caamnAL AID sEcFv Frou oroM 42 000# �e���°RS AL 4 TERNATE, TDEEDOWN SYSTEM(S) TYPICAL CROSS SECTION SHOWING TIEDOWNS SEE 0014 FOR NAT m NMI 4. MAX L�L FIGURE 5.0 . SBE FIGURE LI FOR RECOMMENDED ZI DOT,I METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TE-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR T ITH A DESIGN LOAD (FORKDTC 1010) RATING OF 4,000 POUNDS AND AN ULTIMATE LOAD RAMG OF 6.000 POUNDS MUST BE USED. AN EQUIVRANT ANCHOR MEETING THE ABOVE SPEC MATTONS MADE BY ANOTHER HANUFAC UM MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE TIE -DOWN NEIHODS SrfIOVM ABOVE ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-0001 FOR ADDIMONAL REOUIRENENTS ALL YANG ZONES AND N BOTH IDIPOS ATE 'C' AND DIPOSURE TY. HOWEVER. By INSTALLING THE FRAME TE-DOMN STRAPS AT THE 'OUTBOARD'I-BEAN THE MAX 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIRENENTS HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE 3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD77D-0030). RECOMMENDED TOM FOR NSTALLNG FRAME TE-DOMNS. ,nuurnr... 4. ZONE 2/EXPOSURE 'C': 33C MAXMUM HEIGHT NE17i,�pPROVA!Z) DAPIA APPROVAL:ZONE 3ZONE �OSURE C': 30' YAXRTJY HEIGHTJENG /E ZONE 3/EIPOSURE I: DOS APPLICATION IS NOT APPLICABLE ; �� No, yF� . �` - _ 2. NOTICE '�' � �" ' BY: DATE: REV. LETTER: JACOBSEN HOMES TKSE W=CAT" AND DRAM= ARE C.L.Y. 6-13-95 ■ OfiONAL. PROPR$TART, AND u"xxNIW. DRAWING TITLE P.O. EOX 368 uATEMA S JACOWN MMXACV"o FIG. 5.0 „ SAFETY HARBOR. FLORIDA 34695 R[� FOR aRra uo War 8E DRAWING NUMBER PHONE (813) 726-1138 'UT Mwcoank Apo MOO nu Or"m AD—TD-0031 43 �f ADDENDUM �g�s FOIL,>a.1>o 1v�O ALT. OFFSET UNIT TIE -DOWN SPACING TABLESQ 6 ZONE II & III/EYP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE it WIND ZONE III WIN. OTY. ANCHOR MIN. OTY. ANCHOR �1 FLOOR MDTH END OF AN EA. END OF AN GLE O U SECTION A SECTION YIN.. 9 EA. SECTION MIN. B 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 1 53' 25'-4' 2 45' 2 58' 26'-8' 2 48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DB' HEAD LOAD ANCHOR ANGLE SPACING HEADE LOAD A.VaNOR ANGIF FLOOR WIDTH SAVE OVERHANG 26-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0' 40001 20'-30' 4'-0' 40001 20`-30' 25-4' 12' 4'-0' 40001 20'-30' 4'-0' 4000# 20'-30' 26'4 12' 4'-O' 40DOI 20'-30' 14 40001 25'-30' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE it WIND ZONE III FLOOR YIN. OTT. EA. END ANCHOR UHL OTY. EA. EO ANCHDR ANGLE WIDTH EA SECTION WIN. B EA SECTION YIN. B 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' �L 25'-4 2 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL HEAD ANCHOR ANGLE SPACING D OEL � ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD 20'-11' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8' 40001 20'-30' 2'-8' 4000# 20'-30' 254 12'. 4'-0' 40001 ZS'=30' S-2' 40001 1 15t-30' 26'-8' 12' 1 4'-0' 40001 25'-30' S-2' 4000# 25-30' NOTES ENGINEER `jpvllrNlAPPROVAL DAPIA APPROVAL C• D��p, PPROVED BY 1. OFFSET SECTION MIN THE MARRIAGE LINE WALL EXTEIii1ILC BEYOND THE ENDWAu OF BE TIED THE IN ACCORDANCEis" ,•`,��� E9F ' F2 THE ADJACENT SECDON MUST DOYM AT MARRIAGE LINE 1BTH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO ?� Q` No.O '. r87 .i11N 1 4 AINC BE TIED DOWN IN ACCORDANCE 1NTH THE ALT. SPACING TABLES (AD-TD-0030). E 2. SEE AD-TD-0001 FOR ADDITIONAL REOUF"ENTS. = ; ST T ,` 9. z � •' a�.rt` ..Y:"=, : •.:... ,• swew+ca 3. SEE AD-TD-OD33 FOR MAXIMUM PIER HIDGHT REOLARED FOR THE LOADS TABULATED r, ABOVE i JACOBSEN HOMES N017CE TTasE SPEanumm AND DRAMN4S' ��•� 1100% C.L.Y. DATE: 5-30-95 REV. LETTER: DRAMNG TITIf: ALT. SPACING TABLES ORIONAL. PROPRIETARY. AND ONWITIAL MATERIALS 0f JACOm MANUFACTUMG P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 fNC. WM MATERIALS ARE PROW= TO THE REEF FOR SPEFl1C PURPOO NO W9 K DRAYMNG NUMBER: AD—TD-0032 PHONE (813) 726-1138 IVT COWMnk AM SECRET FRO➢ MIERS 44 �E 15 ADDENDUM �ug5 g�q� ALTERNATE TIE —DOWN SYSTEM L�oo TYP. CROSS SECTIONS) SHOWING TIEDOWNS ANTE AIDE FIGURE 6.0 SEE FIGURE 31 FOR RECOMMENDED 71e-DON METHOD SEE NOTE 5 FOR YA)DIAUY NDIGIT [, [TARES ON AD-TO-M DQ,BQE APPLY TO THOE STANDARD IILLB-10E SECWS OF THE UNIT -SEE NOTE I, AD-TO-ODT2] TYP. FLOOR SY=7 TV. MOLE AAIOIOR ANGE FIGURE 6.1 SEE MURE 32 FOR RECOMMENDED TIE-DOBN MOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS YHEH USING THIS TLE-DOTIi CONFIGURATION A STYfE CREST PRODUCTS YODEL 57SH ('TYPE 2). AUGER MOOR TITH A DESIGN LOAD (TORMN LOAD) RATING OF 4,000 PCUNDS AND AN ULTIMATE IAAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVLW ANCHOR MEETING THE ABOVE SPECIFICATLONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN ULU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I. SEE AD-TD-0001 FOR ADDITIONAL REQUDREYENIS. 7- SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-M-0020). 4. FOR FIGURE 6.1 SEE NORMAL 11E-DOWN SPACDIG TABLES (AD-TD-0010). (ALSO SEE AD-TD-OD20 AND AD-M-0021) 5. ZONE 2/tXPOSIURE 'C': 32' YAXII1UV HEIGHT ZONE 2/EXPOSURE'D': 24' YAXIWUY HEIGHT ZONE 3/EXPOSURE 'C% 24' YAXDNY HEIGHT ZONE 3/EXP0SURE 'D% 28' MAXHNM HEIGHT THE ALTERNATE nE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL W20 ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER. BY INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE VAX HEIGHT OFF THE GROUND S GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECONUENDED METHODS FOR INSTAUNG FRAME TE-DOWNS. . •```��c1 C' �OF No. RFo �y sT44`_ ROVED BY NIPINC5 :wi�c:o. rryvmanovq JACOBSEN HOMES msEsKanCANtI0mAmDRAIWNGSAA 'r � 11�'"� C.L.Y. DA1Et 5-30-95 MY. LETTM ORIGINAL, PKMTART, AND OWIDDI1UL DRAWING TITLE: P.O. BOX 368 VAIFFUALS OF ACOBSEN MANUFACTURING FIG. 6.D dC s,] SAFETY HARBOR FLORIDA 34695 . NC S1oH MAIERKS ARE PROYM TO GHQ REwm FOR gm AIO um K DRAWING NUMBER Opp PHONE (013) 726-1138 WEPT Cwmnk no !xou TINT OTHERS AD-TD-0033 45' ADDENDUM cv�� ALTERNATE TIE-DOWNI SPACING TABLES 1t ZONE II & III/EYP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. W'ND ZONE II WIND ZONE III FA. CITY. ANCHOR WIN. OTT. ANCHOR r FLOOR EA ENO OF ANGLE Ell END O ANGLE WIDTH E.A. SECTION UN. a EA SECTION MIIt e 12'-0' 2 43' 2 55' 13'-4 2 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN MAX. WIND ZONE II WIND ZONE III SPACING DE i ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANG E FLOW EAVE WIDTH OVERHANG 12'-0* 6' 4'-0" 37501 20' 4'-0' 39001 22' 1 6' 1 54 38501 25' 1 5-4' 39600 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE MIN.POND ZONE II WIND ZONE III FLOOR YIN. oTT. EA END OF ANCHOR YIN. OTY. EA ENO OF ANCHOR ANGLE vK WIDTH EA sECTroN YKw. a EA. SECTION Ylx. e O� 12'-0' 2 64' 3 47' 12'-0* 3 37' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4 30' 4 38' 'VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III SPACINGSPACINGDELLOAD - WOAD ANCHOR ANC SPACING DE HEAD LOAD ANCHOR ANGLE FLOOR EAVE MOTH OVERHANG 12'-0' 6' 4'-0' 39501 25' 2'-8' 39301 20' 6' 4'-0* 39601 25' 2'-8' 40001 30, THIS ALTERNATE APPLICATION REQUIRES POUND ANCHORS ll4, ,,000 NOTES,`.� EN011Ek(v`PRqup i DAPIA APPROVAL* 1. SEE AD-TD-0001 FOR ADDITIONAL REOLIMEN1S ,>4 �,�`No RFoF2 =, •�: APPROVED BY 2. SEE AD-TO-0036 FOR MAXONN PIER HEIGHTS REOIARED FOR THE LOADS TABULATED ABOVE ENE8703571 _ — JN 5 IN[AINC 3. MAX EAVE OVERNAIIG REFERS TO OVERHANG AT 9DEWALL NOT FRONT OR REAR - �� = 4. ABOVE TABLES APPLY TO 160* FLOOR OR 144' FLOOR MOTHS VAIN 95 1/2' 0�•., //uD� %,•' \� ��� 'i�4��(CsS�• oaalnc�aAasymLlLarovo ND 6' MAXR1Ul1 SIDER (OVEHANG • • • • • E`,C'��``` (66- OVERHANG MAX. EACH SIDE OF 111411 j• NOTICE. 'Tr' ARl1n C.L.Y. DATE: 5-30-95 REV. LETTER JACOBSEN HOMES THESE �1=�T,� AND DR~� ARE MCINAL PROPWCiARY. AND O01diO NR& u,,YAC1UWNC DRAw'NG T'TLE ALT. SPACING TABLES f-i „ P.O. BOX 368, SAFETY HARBOR, .FLORIDA 34695 MATERIALS OF dAtOBSEN 1NG 9XX MATEIENS ARC PROIOED TO THE IMCMT rCR sPECM PJMM NO Iasi 11E DRAWING NUMBER AD—TO-0040 PHONE (813) 726-1138 (CPT cwwAk me moo IRw otdM 46 ��p�pgS �poo� ad ADDENDUM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM ANME ANOF FIGURE 7.0 SEE FIGURE L3 FOR RECOMIDED TIE-DOTON METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR Iumm NDOIT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TONEII USING THIS M-DON CORPIGUR►TION A STYLE CREST PRODUCES YODEL 57SH (TYPE 21 AUGER ANCHOR TEEN A DESIGN LOAD (TORNDNG IAAD) RAMIG OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING Of 6,000 POUNDS MUST BE USED. AN EQUIMW ANCHOR IdEM THE ABOVE SPE DWTIONS MADE BY ANOTHER MANUFACTURER MAY BE USED DNIZU OF THE ST`T7E CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-ODDI FOR ADDITIONAL REOUIIEMENTS 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OOANIITY AND OTHER REOUIRENENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOSURE 'C: 38' MAXIMUM HEIGHT ZONE 2/E)FOSURE V: 28' MAXWUM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAXMUM RIGHT ZONE 3/EXPOSURE 'D% 26' MAXBIUM HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSIM 'C' AND DPOSURE V. HOWEVER, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOAFV I -BEAM THE MAX HEIGHT OFF THE GROUND a GREATLY REOLM. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TE-D01IN5. . �G%STf F' Q No.AFo.2 NEa7 NOTICE' ­Q/ THESE SPECRRCATIINS AND DRAW" ARE t114T«Lw', C.L.Y aRf01Nx. PROPRIE '.. AND C ILWARML DRAWING TITLE MATFRUIS OF 4WX I MANUFACTU M W_ 9 M MAXIMS ARE PRMU TO 1NE RSPENT FOR SPEC/Y PJPM NO MS1 K DRAWING NUMBER: IIPT COM WTM1 MD Mau m cram APPROVED BY 000 IN1 N 5 LNG Co...M . "w wl" RMom 5-30-95 FIG. 7.0 A AD-TD-0041 47 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL 'B' SEE DETAIL DETAIL 'A' IUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL 1 B' -BEAM LL DOWN TIGHT TO DUND ANCHOR L RADIUS CUP D—TD-0200) OR DEVICE TO T STRAP .AT ALL CORNERS. CLSHA DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR gmmaAI/'LONGITUDINAL TIE CONNECTIONS ALSO. V. ST11 NOTES: Li�IIVLO�f ltYlKY� �T�'• ` vrvin nrrrtvvw�: •••. APPROVED EY 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET N o,a •: _ %��V' THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �•• STATE OF WHERE THE ANCHORING SYSTEM REQUIRES THE USE�0�;••, / NP •tJ�' ' OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). ��� fit` �p; `:� F�ERALMOFACTUREDHOMt S�0N ��' coNsrRucraNANo • /itz ME D AND 11 OTHERS NOV 2 4 1998 J AC 0 B S E N HOMES msE SPEaFUAna AND DRAWNCS ARE DRAWN BY: M.T. DATE 11-18-98 REV. LETTER: � P.O. BOX 368 OFIONAL PRWKTARY. AND CMIDENTUL MATEFOALS OF ACOBSEN MANUFACTURNc 1 B DRAWNG TITLE: MISC. TIE -DOWN , 'FLORIDA NC SUOi YATTRIAIS ARE PROVOM TO THE DRAWING NUMBER: AD—TD-0050 SAFETY HARBOR, 34695 PHONE (813) 726-1138 RECFOIT FOR SFECFIC PIRtPOSES AND WSI BE KEPT C0fMTUI AND SECRET M OTKRS. 1F8 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D jLONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WAND ZONE III FLOOR UK OTY. M OR UK OTY. ANCHOR VADTM Elk END ANGLE EA. SEof K LE EA.SEC sEctNaH w+: e EA.seCnOH unL e 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III FLOOR EAVE SPACING D3 Kw ayCgR ANGLE SPACING LOAD HEAD ANCHORANGLEWIDTH OVERHANG Lo/'J low 30'-8' 6' 6'-9' 31501 41-46 5-5' 31501 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZOIJE II WAND ZONE 01 FLOOR WL OTT. ANCHOR N111 OTY. ANOtOR WIDTH EENO OF L EA. Da OF ANGLE sEclloN ulN. a EA. SECTAON uoi e r 36-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE Q WIND ZONE IQ VLO FLOVERHANG EAVE SPACING D oKA ANCHOR ANGLE SPACING � HEAD ANCHCR MH 30'4 6' 4'-6' 31501 46-50 4'-0' 31501 49-52 c v4 - 74.of- 1111111lis— NOTES: 1. SEE Full ADDENDUM FOR ADDITIONAL REOUIREMENTS. 2. SEE AD-1D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE VANDZONE ill (110 MPH) 20 PSF ROOF 10 PSF D.L. I'A MrnvY 0 S In APPROVED BY INC. nail Y✓1M►AZIIAKoNO�E ``` / ma J,IvcloYuowm:woMa i JAC O B S EN HOMES n¢sE SEanuNOT�u+o oRArs AaE LY " By. M.T. DATE 2—$-99 REv. t�T>E1s „ ORIGINAL PROPfOCTARY, AID CCRF10EN11AL DRAW= 711LE: P.O. BOX 368 MATERIALS av .IAcoBgJl YAI4IACA/tp1C NORM. SPACING TABLES INC SU01 YATERIHS ARC PROnl1CD ID 11[ SAFETY HARBOR, FLORIDA 34695 REIpIENT rlR i[Ci1C PURPOSES Up yly7 pE DRANINO NUHBER. PHONE (727) 726-1138 I�PI CA RIMML AND SE00 nMu orM AD-TO-0070 STERN e No. o' 910334 STATE Q- 49 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE —DOWN SPACINGS MM. ruc now-WlV lNAL MK AV-ItP IWIV IAM nX AY111-WIV IAML nx A l-111-WIV ImL PER 0-1-0010 UME MAX FIGURE 10.0 SEE FIGURE 2.0 FOR ALMINATE IS -DOWN WHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS TTP• R0CR SMU TV. 005- / olms / s SEE NOTE 5 FOR VAWN HOGHT ���p �y�� ��y�p ��yy� N - IY.1.11M AMQE Alvan MOLE ANWUH NFJID VANDZONE III FIGURE 10.1 (110 MPH) SEE FIGURE 50 FOR ALTPRM ffirDOWN METIEOD 20 PSF ROOF / 10 PSF D.L. REF cALGS W %r . 1, l 9 7, lf0 NOTES: aF�;.• S.E E'•'' r�! 4' DAPIA APPROVAL. 1. SEE AD-TD-OD70 FOR SPAM TOM e APPROVED BY 2. SEE AD-7D-OO70 FOR OUMDTY OF LONGITUDIAL TIE -DOWN STRAPS REOURED. 910334 _ • * .3. SEE OTHER DETAILS FOR ROOM (PER) QUANTITY AND OTHER REQ FaDITS. * : pO� _ OF IN 4. SEE FUEL ADDENDUM FOR ADDf110NAL REOUFaUTS. 5. ZOHE 'C': 5r MAXII= HEIGHT �. :. STATE �i 14 INC 2 '��O't`�)a�/ c ZONE 2/DPOSURE V. 40' MAXIMUM HEIGHT '�i 1100VAL HOW ZONE 3/EIIPOSt1R V: 5r M41= HEIGHT s ���'4 CCMTWalwNV%Ifff °A ZORE 3/EIIPORK V.- 40' MAXIMUM HEIGHT JAC 0 BS EN HOMES TIM T�� AM BRA rKs ARE H>RA M.T. DATE-3-1-99 REv LETTER P.O. BOX 366 OFICK4. PROPRE M. AND CUFFELRB& ►ATMAIS OF JAIMSE" MWACi11R C DRAWING TITLE: FIGURES 10.0 AND 10.1 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 MC. S M MATIMI S ARE PMOYDFD TO TIE REOW FOR SPIM PURPM AND MUST BE IVT CO:IOENRAE AM SEM FKM 01MM DRAWING NUMBER: AD—TD-0071 50 ADDENDUM. gas stt. v p 3 NORMAL TIE -DOWN SPACING TABLES O &. 1 ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WHO ZONE 0 WIND ZONE AI uIL on Ell DID OF EA. SECTION ANa+oR ANGLE MULL B uat otx EA DO OF Ell SECTION AHa+aR ANGLE WL B BOOR WIDTH 15'-4' 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE In FLOOR EAVE SPACING D WIDTH OVERHANG pA ANL}+oR M+aE SPAONG � AKHM ANGE 154 6' EACH SIDE 6'-10' 315MI 40-46 5'-6' 301 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. PAND ZONE II WHO ZONE III FLOOR CITY. ANO+oR Y.O AN WIDTH E1� END OF k ANGLE A. ID EA. END OF ANGLE ANCIE �O [a s[cnoN Mn1 a [ti s[cT1DN 6@L e 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WHO ZONE III FLOOR TH WIDTH EAVE OVERHANG SPACING DBL KAD LOAD ANM MOLE SPACING Oe OAAD AKHM ANH 154 6' EACH SIDE 4'-6' 3150I 42-50 4'-0' 31501 44-50 WINDZONE HI (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS. c w . nuuuu NOTES: ENa` ov r1,,, DAM APPROVALw I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.VP•.G\gTEq'•.<< Fo '; 2. SEE AD-TO-0073 FOR MA)Ol4JM PIER HEIGHTS REQUIRED FOR THE LOADS =' .4;9� No. ••. APPROVED BY TABULATED ABOVE 910334 = 3.. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. ce ^. NIP 4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 112• I -BEAN SARONG, � • STATE T �'. • ��� '�:�.�`•• Q:••��`�� (v' II V 96' MAXIMUM SIDEWALL HEIGHT AND 6 MAXIMUM SIDE OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT). • • O �+ i JACOBSEN HOMES NOT& "III 1NESE SPEO(1CATIDNS AND DRAWKS ARE ItBy. M.T. DATE: 2-8-99 REV. LETTER: „ P.O. BOX 368 CRIC HAE. PROPMETARr. AND CONFIDENTIAL MATERIALS of .ucOSSEK UM"XM+wD SUM MAIETRALS ARE PROVIDED TO THE DRAWNG TITLE: NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REcFVC �KPT cc Tut µo wEcric 5EM SNO m nm DRAWING NUMBER AD—TD-0072 51 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING TIE -DOWN SPACINGS MAX PER AO-W-WIZ 101 11H AU-w-WIZ Wilt I'tX AU-10-WR Imu nX AV-urWIZ IALU rtH nrnrwl[ Iron rm-_ TYPICAL CROSS SECTION SHOWING -TIEDOWNS FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE M-DOWN UMD IN SEE NOTE 5 FOR WOONUN HBW TICS FIGURE 10.3 WINDZONE III or FIONE (TIP.) SEE MPH) SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN WITIOD 20 PSF ROOF 10 PSF D.L REF. CALLS C v� _ Gj 2. GI 2(462 ` `,�„11111TIIFTI��' NOTES: EN( ,�P �i� DAPu APPROVA' 1. SEE AD-70-0072 FOR SPACING TABLES AND NOTES ', �G\No �F� ! APPROVED BY 2. SEE AD-TD-0072 FOR QUANITY OF LONG ITUUUL TE-DOHN STRAPS REQUIRED. 910334 1 SEE DINER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS �.� : *1 ON 14 4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIRI]IENTS. -4 STATE OF :•� 5. ZONE 2/1DIPOSIX 'C': 56' YAMMUM HEIGHT •'. k, INC. ZONE 2/DPOSIAtE >a111A1 V. 56' UAHEIGHT � 0,�••• / �P: \ �woMl swap ZONE 3/E7�OS11RE 'C: 56' MA>a14uM N$1CHT ,,�• �c D_ I A .. �� Z/ ZONE 3/EPORK 'D': 56' MAMMU1N HEIGHT NOTICE Y: M.T. DATE 3_1-99 REV. LETTER JAC O BS E N HOMES THESE sPEaIlcAl M J ►; TIC ORIMAL. PRWFXTARY. ANTI OCfi10F?IIUIL DRAWING TITLE: P.O. BOX 368 YAIMALS OF JACOBgN MANUFACTUROIG FIGURES 10.2 AND .10.3 YIC SUCH MATEiBALS ARE PROVIM TO THE ETY SAFHARBOR• FLORIDA 34695 RECIPOIT FOR SIT= PJFM AID MW BE DRAWING NUMBER - PHONE (727) 726-1138 WM CWRDDM& MD MUM MM UMM AD—TD-0073 ADDENDUM �s OFFSET UNIT TIE —DOWN SPACING TABLES ZONE H & III/EXP. C & D 11 LONGITUDINAL TIE —DOWN SPACING TABLE �r1 MIN, WIND ZONE I WIND ZONE N L o y. mom oTr. MOM FLOOR � ( WtD7H EA. ff mu k sm OF Alm s E� s�cnon � e u soc>latt w. e O � 12'-0' 3 47 3 61' 13'-4' 2 54' 3 414 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE 11 SPAaNc Lm ANQ10R ANGLE SPAatG Lw mom Alm R WOTHH EAVE OVERHANG 12'-0' 12' T-O' 31501 40' 4'-p' 31501 39' IS-4' 12' S-0' 31501 41' 4'-If 30001 40' 15-4' 12' 5'-0' 31501 43' 4'-0' 30001 42' LONGITUDINAL TIE —DOWN SPACING TABLE YIN. WIND ZONE I vm ZK 11 MIL ors ApQ FLOOR WIDTH Ell LAD OF E ANGLE k OY. QID F mca O s EA rxna ltlL a u sEC �► oo11 � 1L Uti e 12'=0' 4 45' 4 .60' 114 3 45' 3 w IT 4' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE INN. MAX V" ZONE I WINO ZO14E in eats A AiIM ANU PAW In IwM AW VMiH OV HANG 12'-0' 12' 4'-0' 31501 4(r S-T 30001 x IS-4' 12' 4'-0' 30651 41' 3'-0' 30001 39' 15-4' 12' 4'4 30651 43' 3'-0' =1 41' NOTES: C- 1!6.01- 4 12- ENGKD A ,wYAE� f f 11 11ff. cum 17r 1. OFFSET SECTION PATH THE MARRIAGE LIE WALL L7QIMN OEM W ENDWALL OF THE ADJACENT SEC110N MUST BE TO DM THE MARRIAGE LINE IN.A000 MCE �.'►`c��..••••••CFO i •y MtD BY ,.-••��TIF�C;4�',�y MTH THE TABLES ADM THH SIDEWALL SIDE AND THE ADJACENT SECLION(S) ARE TO BE TED DOWN IN AOCORDANCE WIN THE NORIdX SPACING. TABLES (SEE AD-TD-OMO ' JUN FORA IS-4- WDES, AND AD-TO-0070 FOR 15'-4' MIDES} .If-0 2 SEE AD-TD-0001 FOR ADDITiONAI. REW{ROENTS INC 1 SEE AD-TD-0081 FOR MA>a 01 PER HI IT REOURTHE LOADS FOR LOADS TABULATED ABOYg ••••ORiot..,�44 �� 1NANUF#Ci11REDIfOM1E JACOBSEN HOMES nM st aFLCAEM OT NCO oIu +� + : ``T1.T. 6-8-04 REV. L LMRAWN TITLE: SPACING TABLES P.Q. aox 38e . LlififlVl, FRUPWART, NO MAIER= W �uc0M rur r LUMP ARE To SAFETY HARBOR, FLORIDA 34695 PHONE (727) 728-1138 K SM FfMR FIR WIM PIfWM IFF Omfo mK NO qrp, r DRAWNG NAM Ap-TO-0080 ADDENDUM OFFSET UNIT TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) MING TIE —DOWN SPACINGS- FIGURE 11.0 S SECTION(S) TIEDOWNS DIE 5 FOR 111 OW NOM: 1. SEE AD-ID-00110 FOR SPACING TABLES (OFFSET SECIIGN ONLY 2 SEE AD-M-0000 FOR QUANITY OF LONGIMIAL TE-00NN STRAPS REMO. (OFFSET SECTION ONLY) I SEE OM DETALS FOR BLOCIONO (PEER) QUANTITY AND OTHEIR REQIAREMENTS, 4. SEE AD-M-0001 FOR ADMIONA1 REWRE11ENTS. 5. ZORE•2/E10'OSK V- 4e MAMA HEIGHT ZONE 2/EXP06URE V: 40- MA)UllUM HEIGHT-36• FOR If-D• WADE UNITS ZONE 3/ETQ'08111E V- 4e MAXIMUM HEIGHT ZONE a/E7Q'06URE V: 40• MAXIMUM HEIGHT TIE -DOWN SYSTEM [TA9ES OY AD-Al-GO80 �I APPLY A 1HESf SIAYOAAD MLl>-TIME SEC0RI5 OF TIE WT -SEE WE TIP. R.00R SYM-7 F— ANUXR MGLE TV. AN0101 MU--a'R �C g vC4 rj.G I FIGURE 11.2 , o� f4Boa 9210ts W-DOW i=D DAPIA APPROVAL '~ •`t,r.. ~ PPROVED BY ': Gt ram• � _ If SEE JUN 11 2m4 INC.TICTUREO HDME AND SAFETY STANDARDS JACOBSEN HOMES Nonca .r .� ,NEE sK�►TM AM MAO= ARE .A o"W' M.T. DATE 6-8-04 REV. LETTER 06MA4 PMPWMY, Ns O CONr10E IX MAIER OF I""N""C� DRAWATIE FIG. 11.0, 11.1 & 11.2 A P.O. eox ass 11_ 9101 YAIE3SIPl5 ARE PRovIDED TO YFE SAFM HARBOR, FLORIDA 34695 AEOM FOR 97fIC MOM AID MAT BE DUNG NUMBER: PHONE (727) 726-1138 TOM C0EMIAL AID SECRET FFM OORcK AD—TD-0081 154 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOV6NG TIE -DOWN SPACINGS FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: I. SEE AD—TD—DDBO FOR SPACING TABLES (OFFSET SECTION ONLY 2. SEE AD—TD—DDSD FOR OUANITT OF LON97UDIAL DE—DOYN STRAPS REQUIRED. (OFFSET SECTION ONLY) 3. SEE OTMER DETAU FOR BLOCKING (PIER) QUANTITY AND OTHER REOMMENTS. 4. SEE AO—TO—ODOI FOR ADDITIONAL REOUIRENEN75. SEE G�1LG5, �G, �- sd- I6•oi- ld.�z. SECTION No. o •'• 910334 * � mes dt STATE OP : ' t, T I Or.) AlIX SAFE IYST;,':D.;iitiS NOTICE: DRAWN Or DATE REV. LETTER. JACOBSEN HOMES THESE 9?E =nms Aw DOAMMM ARE R.R. 5-9-01 ORMWAL rIWRIETARY. AND OONROFIIU& DRAWING TITLE: NVEMAU OF JACOBSt]I MANWACitNOW P.O. BOX 368 FIG. 12.0 SAFETY HARBOR. FLORIDA 34695 � 104T tR sKe lS Ali P1lOM0[D TO THE AECNEMT rat SPEctflC P1nPosTS AID wsr eE DRAMANG NUMBER: PHONE (727) 726-1138. M:rT CO!tl10 VL M4 SEUMI nm Dens. AD-TD-0082 55 ADDENDUM 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES 1� 0 ZONE I[ & III/EXP. C & LONGIT INAL TIE -DOWN SPACING TABLE E+1 MIN. WIND ZONE I WIND ZONE N FLOOR oTr. Noll mom WL oTr A%= WIDTH ANIIE Ell OFCA011 AI SE1CDai M31 9 s Ell SE HN. A L O� —8' 26 3 42' 3 53' 30'-8• 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN I SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE M SPAM I = MON ANaE SPAM I °�� ANm mu TT WIDTH OVERHANG 26'-8' 6• 6'-80 31501 40 -50' 5-4' 31501. 40' 50' 30'-8' 1 6' 1 6'-8• 31501 40 -50' 5'-4' 31501 40'-50' LONGrmU INAL TIE —DOWN SPACING TABLE MIN.. W14fl ZONE I WIND ZONE In oTr END ff ANa1DRUK muEll off. OFO� A w FLOOR WIDTH SEC11Q1 1�1 IllK e V V ® EA gC1101 I 26'-8' 4 41' 4 52' 30'-8 4 51, 4 70' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE UK MAX. WIND ZONE I WIND ZONE M SPAM LIN Alim ANaE SPA= I= ANM MI E WIDTH OVERHANG 26'-80 6' 5'-4' 31501 40'-50' 4'—T 31501 40'-45' 9-8' 68 5-4' 31501 W-50' 1 4'-0' 31501 40 -4Y VIANCIZONE m (110 MPH) 20 PSF ROOF 10 PSF D.L REF CALLS c i� - l�j •G I' — �� r 2 3 I oil NOTES: EN . ; . �, DAPIA APPROVAL: APPROVED BY 1. SEE FULL ADDD IDWI FOR AMI110NAL REQUIREMENTS • G t�` r No.0045484 2. SEE AD-1D-M FOR MA>Q11UY PIER HIM REGURED FOR THE LOADS .t TAIRUIED PDD1EORI �Gi ......•• FEDERA �I.MANUFACTUREDHOh1E �.- ..' 0i� �r%� � RED E�G CONSTRUCTION AND SAFErf SfANDARUS JUL ?Q0� sts—IR",,<<<° JACOBSEN HOMES ME �CAIM AM au.Is AMMAINOrM.r. DAZE o7-20-04 REV.`� DRAMNG DTIE 108' FI(�I SOErvA1L SPARING rABLEs P.O. sox 3se of mm- FRaPeErW NO aoNlmmm- MA7ERULS OF MOM mm"AcnR1C NC S101 WIEAMS ME FROM= A lE MAING NUMEk AD—TD-0083 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113e MWW FM vwxic PIN'M NO W9 E Iarl aorrFmna MO soma ffm 66 TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.0 TYPICAL CROSS SECTION SHOWN TIEDOWNS TrP. anon7T>P aAo�-YES am qc-� ].,,, SHE IIDTE 7 � wo ff "� FIGURE 10.1 (1 a 20 PSF ROOF 10 PSF DL RIB MM ''�a�frlfal6F6jF� NOTES: 1. SEE AD-7D-M FOR SPACING TAIRM oHaw pwx U; •''YIF • �; 'R� DAM APPROVAL: GAP APPROVED -BY 2 SEAD-TD-M FOR OUANITY OF LONCIMIAL X-OOUN STRAPS Kant D. . SEE OTNL7t DETAILS FOR 1100 c (PER) QUANTITY NO OTHER I EaUiiOOM 4. SEE F1I1 ADOQ M FOR ADDITiOMAL REQURE]IENTS % ` S ZONE 2/EII =ff 'C': 36' YA)OYUY HEIGHT LONE 2 b': 27' MAIQLMI HEIGHT /DPMK •• r 'y ,�+, ,�♦ � � � •�''••....:•• I �. INC. Z" 3/E)HPOStIRE V. 36' YAMN HEIGHT ZONE 3/E�OSURE b: 32' YA)DAMJY IEIHi1T o `ORI� • ' •i ♦♦ ��i �% �� FEDERA; MANUFACTURED HOME COHSTRIiCTIONANDSAFEIYSFAIW)AHU5 6. ALL SFfCIF IGNS ARE BASED ON 2Hr ROOF ANGLE YAX. R•,r � 0 NS�4� ' � JACOBSEN HOMES N0 ,IESE S�v>GTtoNs AM IIRA1aMS ATE �' - M.L , • . DAM MY.I ` HM1AttiHC 7Ttt .r; FIGURES 10.0 AND 10.1 P.O. BOX 368 OWK4. FRQ't MY. Aft a MMDOUI M"MMS CF LSO M IIAlUFACiU W SAFETY HARDOR. FLOMOA 34695 PHONE (727) 726-1135 NG SUM MIIkiEU ME FFitll M 10 TINE 93PW FOt 9M RFM NO LISTK I�rT mitaalK IwD i FM cIIEIK DIHAIMHIC �-�-�4 97 - ADDENDUM ��, 5O �� 1 108" HIGH SIDEWALL TIE —DOWN SPACING TABLES 0 ZONE II & III/EXP.. C do D LONGITUDINAL TIE —DOWN SPACING TABLE WIND ZONE 1 END LONE II V FLOOR • WL an moo K on AIM WIDTH EA. as T AI/,1i EA E10 OF At10i 1" EL SECfldl YGl Q EA SEC1101 Y1l Q 2 43' O 62' 3 45' VERTICAL TIE —DOWN FRAME -TIE—DOWN SPACING -TABLE AGN. MAX - WIND ZONE 1 WIND ZONE e( . SpADrIC ' DR. HEAD w ANOIOR ANQE SPACfIG OL HEAO LoAD AM01pl Ma FLOOR WIO1H EA:E OVERHANG . 23'-4' 6'. 6'-8' .31501 49' 5-4' 3150 45' 24'-0' 6' 3150 49' S'=4' 3150 45' IANGITUDINAL TIE— DOWN SPACING TABLE gip, WIND ZONE 1 NIND ZONE IA M+. GlY ANOgR Ylf! on AN04CJt FLOOR WITH of EA D DomuEA DO IF MU O EA SECIIpI MIL Q EA SECII01 YVL 1 13'-4' 3 48' 4 43' 24'-0' 3 50' 4 -45' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE )1A)C WIND ZONE 1 WIND ZONE IQ �� AHGIOR ME�Aonc AlJCIIQi AMfiE WID1�F! OVERHANG Boa l0� 6-4' 31501 - 4T 4'-0` 3154 43' 24'-0' 6' 6-4' 3150/ 47' 4'-D' 3150 4T ' 108' MAX 9DEWALL HEIGloss I HT NOTES: .. •:� •�. OAPIA APPROVALN -A * 58 ADDENDUM TIE -DOWN SYSTEM: TYPICAL SIDE ELEVATION SHOWING TK-DM SPAM . .o. RAX M.0-10-0010 Ina M AO-10-M iARF LEA AD-D-0010 UBIE M A6-A-0110 Tna M O- -M TA!<F FIGURE 10.0 TYPICAL CROSS SECTION I I . SHOOG TIEDMS re. TtaoT Sao =KKR Mu IS AFPwa STABLITER SET AMb101 iEAo Msurlm MTx A>II>ail 911FT 1EII m or x,»l FIGURE 10.1 REF. CALLS �st�BB:t1ai��� IVMC IE 1/2 (I10 MPH) 20 Pr ROOF 10 PSF O.L NOS• TABLES ,`• •-� �Q<,00 S•fl(..•'ir wAA ArPlOvu: APPROVED BY 1. SEE 4-10-M FOR SPACM Of LCNONOIAL tE-DOMN STRAPS REOUIiETI. !.� E•loo 2 SEE AD-10-G085 FOR OlLAN1TY G ON 3. SEE OTHER DETAILS FDA BLOOM (PEA)'OUANATY AND OTNFR REOUREVENTS. . Jti}, C�3 �' 4, SEE ALL ADDOWM FOR ADDIBONAL REOLAREYE111S ; Dec 13,2005 S UK 2/DQ'091iE Y 44- HAWN HDGMT TOME s�os111: V::r HAWNMEICHi = �. f .. . �°�=.,rNC. ZONE J/E><POAJIK VZONE . W MA)DW HEPIT _ -P •'., p. P lV ,� LaoNSTlIucTlal Ar sAF srAatwos e 6. ALL S!EonUTM ARE BASED ON 21r ROOF ANCLE MAX ALAI S10EWALL MEDR 103* MAX •+ C - �:�:•• -• A. JACOBSEN HOMES NOS F)a1 0E1E sPEalunola ANo Ly1AawR.S AI[ � . t R.R. DATE: 11-28-06 Am am L>A 11 i1p1� WAIAiAL10 ➢'�` FIGURES 10.0 AND 10.1 P.O. Box 36a A TIC NC >lJpl WWIAIS AK /IIOL10E0 W 7M[ SAMy HARBOR, FLORIDA 34693 PHONE (727) 726-113a KMW Rx va=rip= me Idw K our mrm ix me loft n= 0"M DRAM16 NU MM- AD—M-0086 ' 59 ADDENDUM (108 PIDE1kALLP) v% NOR9AL TI©-DOWN SPAdINC TABLES,o-lo31 ZONE Il & III/EXP. iv & D �W QQ� IANaIrUDINAL TIE —DOWN SPACING TABLE ►IIiN.' FLOOR �M �k0 Zai� n 0 zakE it orx u � e arx Eel sccdPlldl 41k e 12E-0` 2 40' VERTICAL TIE —DOWN /FRAME TIE—DOVIiN PPACINQ TABLE ��. j�'IDi�FI EAVE VAX OVERFIANG D ZONE 00 ZEE II �� � VI�Elpft Apo '�' SPAONc . V�� A41Af0R Allxf:• 12'-0" 6' EACH SIDE 5'-4' 120 35' TO 40' 5-4' 38' 45' i3'-4' 6r EACH SSE 5'-4' 80` 35' TO 40' 5-4` 42' 45 154 6` EACH SIDE 5'-4' 80` 40' 5-4' 48' 45' �40 1 IANd1RUDINAL TIE —DOWN 9PACiNG TABLE Ojy FLOOR y�DTH ZONE if ow IDHE it OTT � �cnok Wl�e on u SECrtdr � w e 12-D' 3 44' 4 40' 131-4` 3 51' 4 45' 15'-4` 4 44' 4 56' VHRTICAL TIE —DOWN f FRAME TIE —DOWN OPACiNU TABU] � FLOOR �IDTti VAX EAVE OyERHANG D ZONE 1 ZDNE 11 SPA* V�� �kQ►DR ,WaF' WA* 4�t � Ahoo �' 12'-0' 6 EACH SIDE 4'-0' 72` 37' ?-0' 34" 40' TO 45' 13'-4' 6 EACH SIDE 4'-09 72` 40' 4'-0' 38' 40' TO 45' 15-4' Ir EACH SIDE 4'-0" 80' 40' 4'-0' 42' 4D' 10 45' NOTE: y�HEN ANCHOR ANGLE FROG VERTICAL CANNOT BE REF. CAow LM 17, �� � r •>� � CONSFRNCiION AND SAFETY STANDARDS OBR PHONE G AD- TO-UDS7 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS iR . %& LEHOM _ , , 1". " tnx.'iN ff. sn Vmm . . tn. Tim (u� wE $ i ; I" Pmi stE WAILS i pE-oo�nfsa� CAL NrJAWQ X-ows MONO Tr A 5tE NOTEf sitNow1 0 MOTES 2 Mo 3. � A Sff KM 2 A1f3 k A rM Ftgb ► m REdD rO REgb PfE>t 1f:7ob Tffls LorA7w Tws Lf1CJ1TfOH I+s LOGAtfaf flR9 t muloN FIGURE 8, 0 FIGURE 8.1 THE DETAIL ADONE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO All SHEARWALL CONFIGURATIONS, AU. ZONES. •MID ALL 'LF VALUES. 2� - ,NDI:ES! ®RALMANUFACTUREO f7 Vm_. I. Tfr r.fs fffauiEn fn T ARIAS, Tc-aa.f siW at or WA= of � �� OVED BY 1mfR or of Aart sfaal is OwT REirotm AT EOT� •.., fxo+tT A�p4s5 TO HC MRA rat o M UUp6WTt l 0 � �7131 llw emof LOAD] • • • °' •'� •��. 1 A410101 11 [ro-aa+caK ►at ra M]fa Of otaaw �+�+oR MIALUrail �F • : C��� C .,•r t EB 10 20d0 L fnsl U A fit AT Gbf DO ar TK sII;AMWI J= ru fg Inave Dt7A+l]� - _e A0. o �� (o+of f+r,�affn AT rl�l]i 00 oa Jofsn ftfCAM7ILTS or owes sjfLw hsauafa� 611 910934 t t/�3. Vo WJA WL LS 0CATfD IZQK A MW tVW M HWIT Qon-WRM no * PIN C. K-Dow MKPS fit +aW ARE RtaM (ALL 91rAfWsii Om1K11. DORM ALL Um �• T HOME A+o �i c+cns�as} -�.._ STaT� OR NAlJOSAfMYSTANDARDS KOT7C� -,%; es —�-UTXR LJAC013SEN HOMES vcuWf0'lr.�fvaA" I R.R. 02--0�-00 owax.l, PfoPf�T/AY, un '. P.o_ Box �fsa rama tc v �tiooex>t rr S/W TW/PIER REQ. WErr NAR90k ►LOMA 31904 � � INTf7SlL>I � tAo Prof+e ( 7Ta-tiJB oocxe: of re�aff oK oRAr.+c �afetx: . AD-To-100 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / CEILLVC YAY BE FLAT OR SLOPED END VIEW 35D PLr VAXWIJ SIEARWALL DMVN VALUE (PE; WALL) 1 1 /4' X .035' rF ".C`NN STRAP CORTI.4UCJS ARCJ\D JQISM NOTES: Z/711G I. (ROUND MOMS TO BE RAZED roR AN WMATE LW OF 4715/ (3150 DESIGN LOAD] (SEE AD-TD-0,101'(TD-CFNLRAL ROTES] roll NDTS ON CROUO ANoioR INSTALLATIot1) 2. INSTALL A PER AT EACH END OF THE SHEARBALL JJISTS (PER THE ABOVE DETAILS). 3. M8N 9,EARr - 15 LOCATED ABOVE A SOUR 11EADER (LULL 1EIFNT CROSS-UDMP.) NO TIE-OCMN STRAPS.00 PIERS ARE RE"M (ALL 9 EARWALL C04RMRAMM ALL ZONES AND ALL EIS). 4. TIE-DOW STRAP REQUIRED AT EACH END OF JOISTS, ALL C8: 4M CONFlOJRA710N5. 5. CEILNC SHOWN FLAT -OPT, CATHEDRAL OR SLOPED CEATNC MAY BE USFD. 6. FULL WIDTH SHEARWALNS ARE SHOW11 IN TFE DETAIL -ABOVE. HOWEVER. ANY L640711 OR COWICURAT04 SHEARWALL WAY BE USED. DE VIEW X .035' 11E-DOWN STRAP JOUS ARLYJW JOISTS. APPROVED BY I 1f, I RbEMl wnLtlC'ss:: •?!F C04TR:iOx AIC SA! P• swxa�a NOTICE DRASW BY: DALE REV. LETTER: JACOBSEN HOMES > SPEOM'ATIM AND DRAVINGS ARE I R•R 2-6-96 OMWAL. PROPRCTARY, Atq CWMENDAL DRAYANQ TITLE: 4AMR.ALS CF JACOSS�]N 16WtIFACTUR;NO P.O. BOX 368 NNc SUCH ►AToDds ARE PRMED To THE DBL. S W CONAG. TIE -DOWN SAFETY HARBOR. FLORIDA 34695 PEOPOT TOR 9V=NL'PPNS MHO VAT EE DRAWING NUUBER: PHONE (813) 726-1138 KUT CO v.wn4 AND m<ut nm DDIERS. AO-TD-0110 _ J 62 CEILING MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035" TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. TO 35, I. GROUND ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 [3150 DESIGN LOAD) (SEE AD-TD-0001 [M-GENERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.) 2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). 3. WO ShEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL NMI CROSS -MEMBER) NO TIE-DOM STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES AND ALL E)POSIRES1 4. TIE-DOW1E STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS 5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. 6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH OR C&IFIMRATION SHEARWALL MAY BE USED. 7. INS DETAL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .035- TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. John G. Doeden, -P.I 15133 C. R. 22 Goshen,IN 46526 AN IS A TRIPLE WIDE RAFTER, 1 APPLICABLE TO STANDARD BLE MADE TRUSSES. - JD VIEW X .035 ME -DOWN STRAP JOUS AROUND JOISTS. NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS %HEN AT LEAST 2 STANDARD VERTICAL 71ES ARE INSTALLED, (i EACH SIDE ADJACENT TO SHEARWALL LOCATION) APPROVAL APPROVED 13Y � i W6IRICTDIMOW �71 m JACOBSEN HOMES P.O. BOX 368 NOTICE THESE SPECVICAT10N5 AND D1HAWiIIfS ARE ORlgRAI- PROPRIETARY. AND 0011noui l MATERIALS OF JACOBSEH MANurAcTLaNc W— 9" MATERIALS DRAWN BY: R.R. DALE 4-09-96 REV. IETTER DRAIWHG dE $/W CONFIG. TIE —DOWN SAFETY HARBOR. FLORIDA 34695 ARE PROW TO THE REOPDIT FOR S ECM PA MES Alp MIST ILE DRAWING NUMBER: PHONE (813) 726-1138 IEPT CWWTlAL AM SECRET TROY onm AD—TD-0O111 M PORCH ANCHORING DOUBLE HEADED 3,1! CALCS.' S NOTES: 1. 91 SET—UP MANUAL AND ADDENDUM FOR APPLICABLE BLOMNG X .035" TIE -DOWN STRAP JOUS AROUND STRAP 'BLOCKS. MNDZONE 1H EXPOSUREIC {11C MPH) 20 PSF ROOF 10 PSF D.L c bvA — 109 '491 — I og;,.o 7 IA AMOV&- 'PROVED BY .14INC. R L MANUFACTURED HOW NSTU 1101N AND SAFETY STANDARDS NOTIC& DRAWN BY: 0AX- REVLEM: JACOBSEN HOMES 7KSE SPECMAMM AND ORAWWS AK M.T. 12-13-03 GRONAL. PROWETARY. AND CONFIDENTIAL DRAWING 717LE: mATmALs CF jADOOSEN MANUFACTURING PORCH ANCHORING P.O. BOX 36B W_ SUCH HATMALS ARE PROM TO IK SAFETY HARBM, FLORIDA 34695 RE W FM SPECFK WM AM 107 BE DRAWING NUMBER: PHONE (727) 726-1138 K&T OW IDOMAL NO WIWI' rRM OXWL AD—TD-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIAGONAL FRAME TIE ANCHORING EQUIPMENT ---' CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) CRIMP SEAL (3150/ WORKING LOAD) r L3 S X 3 N J H 0 VIER i1CAl TIE -DOWN TYPE 1, FINISH B. w GRADE 1 STEEL STRAPPING c 1 1/4" WIDE k 0.035" IN THICKNESS. CERTIFIED BY uj A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP NOTES: 1. ALL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 RADIUS CUP MUST BE INSTALLED ON ALL TIE —DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CLIP BY PLACING A STRAIGHT 3' LENGTH OF 1 1/4' X 0.OW TIE —DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE CONFIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE T&DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE —DOWN STRAP THROUGH THE SLOT IN THE BRACKET 'QL]OP OF' THE RADIUS CUP. ,IIIIIIIIIIII181" lJC'Dq .• ���STF.;' R'K'wOVANO. `o ENE870357L ANCHOR BROV AND 7E-DOTM DEVICES ARE CERTIFIED By OTHERS NOTICE` rwAw+ Ay. TKsE sPEarICJlwNs AND DRAwcs AK M010L PROPRIETARY. AND CgO10D111IL RATI MALS OF MCOBXN MAPWAC1URIND. bt SXH YAIU MS ARE PRMn TO THE RLCPm rat sPDxlc Rom AID Km BE JUT Wrwnk AN) son mom OILERS DAPIA APPROVAL: ROVED BYE M 1 5 INC. IEOEA/t WMfASIUf�lO! W 6Tt4A:Ifa1 NOfNOTOA�q C.L.Y. 5-31-95 ALT. TIE —DOWN APPL. A R. AD—TD-0200 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, IT {LAY BE LENGTHENED BY USNG A CRIMP SEAL H17H A WORKING LOAD OF 3150 POUNDS -0 t �J f DIAGONAL FRAME TIE I I� ANCHORING EOUIPMENT CAPABLE OF RESISTINGI- THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I SEE OTHER DETAILS .� FOR ANCHOR ANGLE. APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) Z�S IF NEEDED, USE VERTICAL s TIE -DOWN TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' o IN THICKNESS. CERTIFIED BY W A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIR STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. NOTES: Elh} ` PRrE• 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL Q` N0. •� FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT 910334 - SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - -a ' STATE ATION. 3 PROTECTION THE PROVIDED SHARP AT ANCHOR NG S STEMREOUIRES T WHERECORNERS E USE'�icCJ+ .,,sNAI OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).NOnCE ./ >'Jrlu J AC O B S E N HOMES THESE sPEOa TONS AND DRAM111L5 ARE DRAMN�Y: ' R.R. Evr`d CPIONAL PROPMETART. AND CONIIDEHIIAL DRAMING TITLE:MATMALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC, YJ04 MATERIALS ARE PROVIDED TO INEALT. SAFETY HARBOR. FLORIDA 34695 RIONNT FOR S°ECFIC PJ?P *S Alm UZI RE DRAMRIG NUMBER: PHONE (B13) 726-1138 KYT CDNrWPq AND SEM rRN DXn 66 APPROVED BY 1 *""*0 N14REVISED INC. )6 fl�ERAt WMfIC1WED/04 Ob[57NJCilf11 AND tAFETI'FU11PM�f. DATE' 10-05-96 REV. LETTER: TIE -DOWN APPL. AD-TD-0210 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'K COLUMN 'S' f SEE TABLE FOR YAXUULI SPAN FOR COLUMNS 'A' OR B' 'C' COLUMN b' /COLUMN SEE TABLE FOR MAMULN SPAN FOR COLIMIS 'C OR b'� r SEE TABLE FOR SPAN COL % SEE TABLE FOR MAX SPAN FOR COL 'G' CCLUYN 'E' COLLPM 'P COLMNN 'G' SEE TABLE FOR MUM SPM'FOR COLUMN i MAXIMUM ALLOWABLE SPAN TYPE OF ANCHOROLG REO'O (SEE AD-7D-0251. COLUMNS W. C'. '0' OR 'E' COLIMIS b' OR 'G' COLUMN i AD-ID-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-M-0253) SEE NOTE 1 EXP. 'C EXP. b' Ems. 'C EXP. b' EXP. 'C EXP. b' Ev. 'C EXP. b' EXP. 'C' 00'. b' OP. 'C' EXP. 'D' 2 - 31501 ANCHORS 43'-0' 29'-6' 3Y-9' 23'-i 43'-0' 29'-6' 33'-9' ' 23'-7' 4S-0' 29'-6' 33'-9' 23'-i 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' ff-10' 21'-6' 14'-9' 16'-TO' 11'-10' 21'-6' 14'-0 16'-10' 11'-10' 1 - 40001 AIICIIOR 27-3' 18'-9' 21'-5' 15'-0' 27-3' 16'-9' 2f-5' 15-0' 27-3' 18'-9. 21'-Y 15'-0' NOTES: 1. SEE AD-TD-0251. AD-M-0252 AND AD-TD-0253 FOR SPECInC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR DION= AL APPROVAL DAPIA ED APP O81(A..,, jUN 1 5 lNr4 INSTALLATION. l Joh:I C. Doeden, P.E; 15133 C. R. 22 INC rr�,,,�,.�,�� � �j Goshen, IN 46526 JACOBSEN HOMES GOOD ,P.O. BOX 368 , SAFETY HARBOR FLORIDA 34695 PHONE (013) 726-1138 mx vECu>v►�s uo 0MV00 AK aaGMt. PROPWCTARY. Alm COWL OIIIAL MATBaALS OF SAC W MANXACRMiO W_ M YATERM ARC PROUDER TO THE R WIXT rot 9= PAUM MD MAT r PuT Cl>tImm AID man nu mans DRAM BY. . C.L.% DATE. 5-31-95 REV. A ORAWDIG TITLE: COL TIE —DOWN APPL. DRArANG NUMBER AD-TD-0250 67 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LINE OF MULTI —WIDE FLOOR ---",—VERTICAL TIE —DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR ANCHORING EQUIPMENT STRAPPING. FLAT STEEL. AND SEALS. CAPABLE OF RESISTING O THE WORKING LOAD O 0 OF 3150 i LON. O ANGLE SHOWN. 3' ANGLE I I -III —III 35' ANGLE ANCHORS INSTALLED 24' APART -COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS, (3150# EA.) NOTES: VAVYt ii�4 DAPIA APPROVAL• O •OSTEq • �F` '�� 1. ALL ANCHORING EOUIPMENT SUPPLIED E BY AND INSTALLED BY OTHERS— ON SITE. Q' N0. AF%I= VELD O':• 'EVELDBY 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ ENE8703571 i * = •�`:,N.. ' 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— ATION. JUN 19 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ' WHERE THE ANCHORING SYSTEM REOUIRES THE USE �� �` '• �• .`� f4lNC OF EXTERNAL STRAPS OR CABLES. 4 Ff •. y� ��� wal�ucciaAwswttTA EX``vp ���. JACOBSEN HOMES TNEsE sPEWCA70d am DUUMM ARE 1 By. ' C.L.Y. DATE- 5-31-95 REV LETTER OROMN- "n• AMU GUOU rtlAL DRAWING TITLE: /� Opp MATETU S OF .ACO M MANUFACTUN G /` P.O. BOX 368 W_ Sua MATVMS ARE rROVM TO TIE COL. TIE -DOWN APPL. SAFETY HARBOR. FLORIDA 34695 13Q01r rcR 9f= RMW No W61 K DRAWING NUMBER PHONE (813) 726-1138 PVT CONDOITA NO SECIV FROM OTICIM AD-Tfl-0251 s$ ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / INN. 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. MARRIAGE LONE OF LaM-WDE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1 1/4' WADE k 0.035• IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCH,,tttNNuOR .._(3150#) _. , 5� No. RFo F NE87 4 Y s s/ONAI E�..� APPROVAL BYE I JM 1 5 1995 INC rrrn JACOBSEN HOMES mm sKam Am ORAum AIDE C.L.Y. 5-25-95 "" ■ O WUL. PRWRCI5W. AND cwmn#L DRAWING VILL P.O. Box 36B 1111ff0a.OF KCOBSEX UWACTIIM COL X-DOWN APPL „ W_ R04 VAlEft S ARE PROMW TO TIE SAFETY HARBOR, FLORIDA 34695 RECIM FOR S CIF R1IFOSS MD Wit i DRAWNG MAJBER PHONE (813) 726-1138 IQPT CON?1oE PA AND 100 FROM OrMl AD-1D-0252 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 0 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. MARRIAGE LNE OF MUL1hWIDE 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 D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHOR (4000#) ..St111111111f.. O��• '�\sTE''•`VF No.RFp'•. CIdG47A9_7� ,� ssiiA1„1 T:� OVED BYE jLM 1 5 10 I �11 f"1 ING awwrrn��nu®� - coanucla�Nos�Inr siwalw NOTICE: -•111 IWA011r. DATE REV. IETTM JACOBSEN HOMES MSSKMrAWS AID WAYGIM Ate C.LY. 5-25-95 WMMA6 M"%Wff, AM 0W=X ft DRAWING nnE: P.o. eox 36e „"1°�,, MAIMLS "C;"C COL. TIE —DOWN APPI. SAFEPHONE (i .' 726-1138 695 omm uk meMO onars DRAWING NUMBER AD—TO-0253 70 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION 'A' COLUMN 'B' fCOLUIW ISEE TAKE FOR MAWN SPAN FOR COLUMNS 'A' at b' _ r 'C' COLUMN b'\ �COLUMN _j APPROVED BY ISEE TABLE FOR uA>aMUM SPAN FOR COLUMNS'c' oR b' _1 SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR oOL INC. Ff0 L MANUFACTURED HOW iii RUCTIONAND SAFETY ST7.`]OAROS MAR 0 3 1999 COLUMN 'E COLUMN i+ COLUMN 'G SEE TABLE FOR UAMN SPIN FOR COLUMN F� MAXIMUM ALLOWABLE SPAN TTPE OF ANCHOIW REOb (SEE AD-ID-Mi. COLUMNS 'A', V. b' OR'E' COLUMNS b' OR 'G COLUMN Ir AD-ID-M2 AND AD-TD-IM4 ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 SEE NOTE 1 EXP. 'C' DP, b' DP. 'C' EXP. b' EXP. 'G DP. b' DP. C DP. b' E)IP 'C' E)P. b' FJP. 'C' DIP. b' 2 - 31501 ANCHORS 37-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4 21-4' 1 - 31501 ANCHOR IB'-6' 12'-10' 14'-7' 10'-3' We- 6' 12'-10' 14'-7' 10'-3' 18'-6' 12'-10' W-7' E_ 10'-3' 1 - 40001 ANCHOR 23-8' 16'-4' 18-7 IS-O' 23'-8' 16'-4' 18'-7' 13'-0' 2S-8' 16'-4' 18'-7- REF. CALCS. NOTES: ENp ... �i� F STE DAPIA APPROVAL;�wp U 3 1 y IeR1 W� 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 N0. O .••. Appgp�D BY FOR SPECIFIC INFO. ON ANCHORS. _ 910334 : 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. w,� * ' - OF.: STATE Ac`� C, INC, JAC O B S E N HOMES NOilC& V TNEse sKa aims AND DRAWS ARE Y: M.T. DATE. 2-9-99 KLY. LETTER: DRAWING TITLE: 184" WIDE COL. TIE —DOWN APPL. ORIGINAL. PROPRIETARY. AND COFIDENTA MATERIALS OF JACOBSEN FLIMIFAC111RdC mm ETY P.O. Box 368 SAFHARBOR, FLORIDA 34695 INC- SUCH MATETEALS ARE FRONDED m THE REMW roR SFECFIC KNOB S AM MFST BE _ ORAWNG NUNBER: AD—TO-0254 PHONE (727) 726-1138 IFPT OMMITA AND SEMET FROM OTTERS 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C �-24 LARGE OPENING 24' SEE NOTE 1 JI/Y WY TLI.IMAL NIL-WTIIT JIIMYJ Un AMJM BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXd1 N SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL RE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MA)OMUM OF 2'-0' (241 FROM EACH END OF THE UNIT. `���1uw 1 u uAb4 ,O NOTES: EN PR •, y DAPIA APPROVAL: 1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED. 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAp ENE8703571 __ ROVED BY,r- SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME 1 5 1995 TIE -DOWN SPACING TABLES (SEE ORB DETAILS). NC 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. '4�S10NA 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 111�`Z``��� ANCHOR BliAacEr MD TIE-DDwN DEVICES ARE CERM D BY OTHERS JACOBSEN HOMES THESE sK� AM MAW= AM DRAWN BY` C.L.Y. DAZE 5-31-95 ' P.O. Box 36B HE MGM. PRWKU". AlmC01010EHTIAI M- Sm of JALS ARE ROMM TO HE NG 9A71 YAiEl6AL5 ARE FRONDED TO THE {\ DRAWING TITLE:/� TYP. SINGLE WIDE T/D SAFETY HARBOR, FLORIDA 34695 PHONE (013) 726-1138 RECPETIT FOR 9 [!!1C PJFM AND SM K KM CONWAk AM SEM 1R01 011CIM '/ DRAWING NUMBER AD-M-0300 72 ADDENDUM TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT SEE NOTE 2. A B C 24' LARGE OPENING 24' SEE NOTE 1 IQ n LF� COLUMN SUPPORT TIE -DOWN STRAPS. REND AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH. MULII-WIDE FLOOR SHOWN SEPERATED FOR CLARITY L24j' . V `+ STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR 24' BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXII NM SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANM BRACKETS TO BE INSTALLED A MAXIMUM OF V-O' (241 FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ``,,aalluw uFAAA��� ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL �,,��' N C' DO�c '•�,, O ES: a NZ, DANA APPROVAL I. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED. jENEEL703571 = OWED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI SO LONG AS, THE AVERAGE SPAC21C ( (A+B+C) / 3 ) DOES NOT EXCEED THE TA OF ;• MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME 5 T995 TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). -�'�` ''.�/• • fp► . '•x.a 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. ''�s/ONAI��a"QNoswm�iwc+ar 4. SEE AD-TO-00D1 FOR ADDITIONAL REOUILEMENTS. ANc�(daeBN>hiit 11E-Dorm DEICES ARE CERTYTED BY OTHERS DRAWN UT. DATE REV. LETTER NOTICE JACOBSEN HOMES TKsE SPECIFICATIONS AHD DRAnHcs � C.L.Y. 6-1-95 aa0NA1. PROPRUARY. AND COWIt1F IK DRAWING TITLE: P.O. BOX 368 UA7Qi1AU OF JACOBSEN UWACTI.M0 TYP. MULTI -WIDE T/D A NC. SU01 YATEiMLS ARE PN011DD TO THE SAFETY HARBOR, FLORIDA S4695 RTCPort FCR Mr FJMM"MM OE DRAWING NUYBDL PHONE (813) 726-1138 PUT CpfWTK 00 SEMET FR01F OMM AD-TD-0310 73 ZONE I TIE -DOWNS MARRIAGE WALL I OPENING TIE -DOWN (REQUIRED AT OPENINGS I ONLY. OPTIONAL AT SEE DETAIL — 'A' OTHER LOCATIONS.) FRAME TIE —DOWN SEE DETAIL — V SINGLE WIDE TIE -DOWN DOUBLE WIDE TIE -DOWN NOTE` C SECTION MARRIAGE WALL SIMILAR TO I OPENING TIE —DOWN SINGLE WIDE IRD AT OPENINGS (RONLYEOPTIONAL FRAME TIE —DOWN AT I OTHER LOCATIONS.) P►Eit WT. PULL DOWN TIGHT TO —/ GROUND ANCHOR DETAIL 'A' I NOTE: A do B SECTIONS SIMILAR TO DOUBLE WIDE TIE -DOWN TRIPLE WIDE TIE —DOWN SEE DETAIL - 'A' SEE DETAIL — V TIE -DOWN STRAP SINGLE HEADED GROUND, ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) TY MINIMUM ALL GROUND ANCHORS BUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (3 LSo LBS. MAAMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM 21NK COATED STEEL STRAP. OR EQUAL WITH 315o4 CAPACITY MINIMUM) X 1.ig 47ZS ULTt, u> L-VA- a4rpcFN NOTES: 1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL OPENINGS GREATER THAN 49 INCHES. & V P To 0 T-6" T121 SvT 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a ANCHOR AND TIE -DOWN PLACEMENT. 3. SEE DETAIL 'A' PAGE FDR TYPICAL I -BEAM PIER CONSTRUCTOL :• STATE OF II, DAPIA APPROVED BY INCifpEC 2 [4 coam CA" JNOZIc& - ' BY: DATE ACOBSEN HOMES REv LETTER fliESE sPEonuna+s ANo oRAwNcS ARE RR 10-31-95 WGINAL. PROPRIETARY. AND C9NFDLmim DRAWING T1TIE: MATERIALS CF JACOM uNJUiACTMNC P.O. BOX 368 *C wa uATE� U NSF PRO%= TO THE ZONE ITIE—DOWNS SAFETY PHONER(O 3) 7O -1138 695 IVT CatrWOR TVLS`o rROU o N�Ls DRAWING NUMBERAD-Z1-0001 74 75 ZONE I TIE -DOWN PLACEMENT TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM NOTE j1� — MAIN FRAME I —BEAM END SPAGNGI CENTER SPACING J CENTER - SPACING CENTER SPACING CENTER SPACING CENTER I SPACING END ISPACIRGI DOUBLE WIDE TIE -DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER END ��•• TYPICAL I -BEAM TIE -DOWN ,•v ynu1Rl 7l-AUFl. WAAU U MAIN FRAME 1-BEAM SEE NOTE #I SEE NOTE jl MAIN FRAME I —BEAM MAIN FRAME I —BEAM ISPANC'IN GI - SPA NG • I SPACING 1S.P!A&GT RIPLE WIDE TIE —DOWN PLACEMENT ce c* C., ce NOTES: ENGNEER,tQLiQJA1:. DQF%0 DAPIA APPROVAL' 1 SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ����••• TIFIC•' �� �� �.�' qr••.y APPROVED BY MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. ND.O04S484 • STATE OF • �' �` rsrznr�w�4auac�aia ••1O* •op ' cas,Mosvrnswm,Ara JACOBSEN HOMES rloT7c> nrrt�rr.••- �Y• LUI"` TTIESE sT'EanutN>f75 AHD oRAwNIs An RR 10-31-95 WGINAL, PROPMETART, AND CONTTDENTIAL DRAMNG 1I11Ei MATMALS OF JACOBSEN MANUFACTURING �� P.O. BOX 368 m SX)i MATERIALS ARE PROHDED TO THE TIE —DOWN PLACEMENT SAFETY ONHARBOR. FLORIDA L O IDT j 34695 FRtpp(r rOR gE X PJM0ND wt� DRAM NG NUMBER AD—ZI —0020 76 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. JACOESEN HOMES »(ESC � AND"DRAWNM AIC ORMAt. MO OANT. Na casMIAL „ P.O. 80% 36RI WAmuus W ACOMIEW WMNACWRWC SAFETY HARBOR, FLORIDA 34695 rcR fVul PA W iND KW u PHONE (727) 726-1139 KPI coon mt me 4Fm ntat oeas BY tt cr/. FE8 0 1 M INC. r OATE: M V. a uc M.T. 2-1-00 71M. ZONE 1 INST. A I+Rrrl+eErc AD—Z1-0100 77 ADDENDUM FOR INTERSECTING UNITS DORMER c I — F MAIN UNIT MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO TO SIDEWALL RE -DOWNS MAXIMUM HEIGHT} EKP09M 'C' 90' 56" EXPOSURE 'D' 39' 46. LONGITUDINAL TIES ONLY REWIRED 0 EA. HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. V THEN 2 REOUIRED EA HALF (IE. ONE EA. BEAM. ETC_.) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SBJEWALLS SAME AS THE MAIN UNIT. VERTICAL TIES AT CENTER LINE REWIRED ONLY AT COLUMN SUPPORTS PER DOUBLE WIDE CONNECTION REOUIREMENTS. 24" MAXWUM SPACING TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SANE AS TV. DOUBLE WIDE TIE -DOWN REOUIREMENTS). 2 LONGITUDINAL TIES REWIRED AT EACH HALF THIS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE ' REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) _..,111111111,.._ NOTES: [M1ihL06171l IIil/Y v I.FOR WAD SECTIONS. EACH WUBLE SECTION' OF THE UNIT SHALL BE DESIGNED 41Q��j� No.RFo L40EPDMT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE-DDWNS, RIDGE- EN 0357 BEAMS, COLUMN SUPPORTS, ETC .. ARE CALCULATED FOR EACH MULTI -SECTION.) DAPIA APPROVAL ►PPROVED BYE,.. NT14.>lJN 1 5 M INC. �1�1Nh YFri1/�CiWm 10E c�a,R,nAI, wo wcv swcvoo NOTICE DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES THESE sPE0F1G11ms AND DRAIANGS ARE c.t.Y. 5-16-95 05CINAL. PROPMETARY, AND CONTWTIA1 OF JACOITSOi MAFUFACTURWG - DRAVMG TITLE: ADDENDUM -INT. UNITS P.O. BOX 368 P.O. MW SAFETY HARBOR. FLORIDA 34695 REECRENTT rCR SPEECFX RLlt3'W kO BEBE DRAWING NUMBER PHONE (813) 726-1138 WT C01✓ MTIAL ANO SECRET FRCII CUM QUADADDI 78 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTEPo.NE CONNECTION FOR QUAD LNITS IS THE SAME AS FOR THE MAIN UNIT (REFER TO SET-UP DETALS1 30 GA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PERIMETER RAC OR ROLE BEAM CROSS-SECTION 30 GA. GALV. STEEL STRP 8' X LENGTH OF ROOF SSECTIONS MAY BE OVERLAPPED 2 LOIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 30 GA. CALV. STEEL STRIP SECURED WITH 7/16- X 16 GA. STAPLES FULL PENETRATION INTO DECKNG 2 " O.C. MAX. SPACING (TYP.) n 31 X 5' LAG SCREWS 18' O.C. (ZONES 2 Ne 3) STAGGERED NOTES: ENGINW'1 o*O - Do,/I�� �``'O�``vv�G\STER DAPIA APPROVAL' 1. 30 GA. GALV . STRIPS USED MAY BE WIND DEFLECTORS r F 7 BY REMOVED FROM ROOF IN ORWAL CONDITION ,�A Q' No. O % S (EXCEPT FOR srAPLE Hays). ENE8703571 •� JUN 1 5 -W STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2 IN THE DORMER AREA OF THE MAIN UNIT MAY - '• •��` I(\ INC SHIPPED LOOSE AND INSTALLED ON 9SHINGLESES 1E AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY �D) TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP ���� F' • ••'• d1� •' �C� `��• „uc allowtltiwalllll FROM ONE SECTION TO THE NEXT.4 JACOBSEN HOMES N017CE fm TIEsE sKOF)CAMG AND DRAW= IDHIWM c.L.Y. DATE: 5-16-95 REV LETTER: . P.O. BOX J68 MCNAL. PRWKTART. AND CONnUI 1TYiL MAT[RIW OF JACOM MANUFACTURING DRAWING TITLE: ALT. ROOF ASSEMBLY „ SAFETY HARBOR FLORIDA 34695 NG 20 MATERILS ARE PRONGED TO RE RECWIM FOR 7W PI MS MD MIST K DRAWING NUMBER: PHONE (813) 726-1138 KEPTF'EI TK NO SEM FROM 0W& QUADADD2 79 EIF��Fl [:]E]MF-1 EJVWF� P' iE:IEIEIEI JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8