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HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MANUAL ADDENDUM SCABNYED ❑❑❑❑ ST LUCIE COUNT I PF JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727).726-1138 NOTICE RECEIVED AUG 2 9 2017 PERMITTING St. Lucie County, FL These specifications and drawings are original, proprietary, and confidential ma dos of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient pecific purposes and must be kept confidential and secret from others. 1 REV 01/10 0 ALL HOMES'.SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1,999 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 REOUIREM ITS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW N CESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R—VALUE OF 8. a ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS Of} DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL CBE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE POSED UNDERNEATH THE MANUFABARRIER HAVING E CT R DHOME,THE DUCTCONTACT SHALL NOT OF IN RM RATING OF NOT MORE THWITHAN I THE GRDUNDE DUCT SUPPLY OR RETURN USE MINIMAL AMOUNT OF DUCT. LIMIT D'I DO NOT OVER BEND OR CRIMP FLEX DU( USE STRAPPING OR OTHER MEANS OF 5 GROUND. PLACE STRAPS AS NEEDED TO SUPPORT STRAPS). ALSO SEE MANUFAC' SUPPORT. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 TYP. FLOOR SYSTEM TO HEATING/COOLING OR CROSSOVER USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. THIS WILL RESTRICT THE AMOUNT OF. AIR FLOW THROUGH THE DUCT. ORT TO PREVENT THE DUCT OM COMING INWITH ACT PPORT DUCT DO NOT.RESTICTRAIR FLOW BY OVER TIGHTENINGE ERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND NOTICE E SPEOFlCATIONS AND DRAMNGS ARE HAL PROPROARY. AND CON11D 11AL RIALS OF JACOBSEN YANUFACT"G SUCH MAWAMS ARE FRONDED TO THE CRT FCR SPECIX PJ&M NO MAT BE CDFfMTIAL AM SECIFT FROM ORET6 PROVED BY J1N 1 5 M ' INC Mt wMIfACIIA®NDI! Tq�POI AtO SAliTT iD101� DRAM BY: DATE REV. C.L.Y. 5-30-95 DRAWING nnl: EXTERIOR A/C DUCT DRAMING NUMBER: AD—AC-0001 _2 ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION, (See AD-AC-0100) APPROVED BY 1N14INC. JACOBSEN HOMES NOTICE: DRAWN BY: DALE: REV. LETTER: TeESE spEwcunoRs "D MUMARE c.L.Y. 9-28-95 SAFETY HARBOR, PRB BOX 36aORI � P Of ��N � AMMO W_ SM HATEMALS ARC PROVZO 10 7K oRAWWc nilE W.H. VENT. SYS. B FLORIDA 3�695 PHONE (Bt3) 7?6-1138 RECINNI F0A SKOM P ff= AND YJSI K DRAMNG NUMBER PVT COAAfltl rK AND MCRrf 11M Ord= AD—AC-010O 3 ADDENDUM MULTI— DE UNIT FLOOR FASTENING 0.1310 X 1 1 /20 MIN. NAILS OR 7/16- X 16 GA. STAPLES PER TABLE: 0.0160 X 1 1/2' MIN. STEEL STRAP ® 48" O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW; NDS01 (ALL ZONES) (ALL DFOWRES) FLOOR JOIST FOR GMS IN FLOOR SYSTEIAS TO 1 /Y, IN LAG LENGTH " AND FOR G TO 3/4% INCREASE LAG LENGTH I 1 /2'. 3/8" X 3 1 /2- MIN. LAG INSTALLED SEE CHART FOR MAXIMUM SPACING, STAGGERED FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE" DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 1 4" TO 3 4- GAP WOOD SHIM AT ALL LAG L UCA UUM FOR LAG SCREW 70 GO 1HROUGH AND TO KEEP CONNECTION TIGHT. (SEE NOTE 2) 30 GA AP FASIE O W/ Y &um IAJMKR OF FASIDERS REQUIRED WA zw Dm � 3/6' x 3 11r LAG SR: V 7/Ii' x JS GA. SiAPIES Moo M IDPOSlRE 0.131, x 1 1/'l NAILS 7/1ir x 16 GA. S1A = MAN" SPACM SPAM Ir O.C. 2 /4' aC 'C 3 S 2 = b' 17' D.C. I ille O.0 b' 4 7 lB' &C.' O.C. '�' 4 7 3 3 b' u' ac t 1* D.C. b' S a NOTES* I APPROVED BY 1. 1' MGR. PE)EiR 7a 6 REWRED 011 STAPLES FOR MK O.Olr Revised Z *GDD SAES TO BE � FROM SPF p UK OR BErnrHR. f, Z3 �Ob May 24 , 2006 (r x 4' x GAP VOTH MIL 9>� I N C . om OR PLtt = MAY BE USED F TR1C10Ri55 EQUALS GAP I D1H-•1• x r UIK 9W John C. i)oeclen, P.=. lr MA)WJM SDEIDLLL HE101T . CO"STFFEDEPAL YMUFOCiUNED MOVE 3. 10 ,�'1.. Encl:ll�r4rlc�, :�� 0115TPUCf10Nd105A1ET'Si6MOGNDS 4. SEE OTLEA DETA S FOR SEAL= FLOORS FOR A t MLTRAML DRAMA BY. DATE: REV. LETTER JACOBSEN HOMES N0T NO M.T. 05-22-06 scancAws NO aA.�s ANc aloud. KNOWMY. AID miE M& DRAIM IRL' w7tWiS OF AAOO "IWIrAM" M/W FLOOR FASTENING P.a BOX 368 Na jwm ,Alums me FFVM TO TEE SAFETY HARBOR, FLORIDA 34695 :r I0:6rale Ia M W MW 11 WAV" NUYBE& rT=PHONE (813) 726-1138 1t>� om mIm w Mau Rml otm AD-FA-0001 4 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 NOTM_ I. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131' X 3 1/2' MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE —NAILED). MARRIAGE LINE YIT3 Huhn C. Doeden, P.L. x2 Enghwring. Ina APPROVED BY Revised N1 May 24,2O06 �lolRK». INC. COMSTRUCTON AM Lill► STANDARDS JACOBSEN HOMES LlAmn P.O. Box ma SAFETY HARBOR. fLORbA aId9S P>ioHt (eta) 726- ttae ux wmlion= atUMM „r �� AM W1 Nu cr �A m= wwpz jm K 20 VAIMU AW reotcm ioE ttt[ hurt lot stnite MIl'o6ts No tut! lar mfmtl,L No smr fm mm WWI B1 M.T. 0A1e 05-22-05 B *A">attr: M/W WALL FASTENING DRAMS KLIM AD—FA-0010 5 30 'GA. GALV. STEEL SECURED WITH 7/16• X 16 FULL PENETRATION IN (SEE CHART ON AD—FA-0001 **LAG SCREW SET BACKS FOR TRIPLE WIRES FOR DOABLE WOES� � ADDENDUM MULTI —WIDE ROOF FASTENING 11 CENTER LINE OR MATING LINE OF TRIPLE WIDE UNITS I PLAN MEW 30 GA. GALV. STEEL STRIP X LENGTH OF ROOF (SECTIONS LAY BE OVERLAPPED 2- MIN.) W/STAPLES AS SHOWN. NSTALL ROOF CAP PER SET— UP MAN. OVER GAL STRIP. ;l GALV. STRIPS USED MAY BE D DEFLECTORS REMOVED FROM OOF IN ORIGINAL CONDITIDN, YCEPT FOR STAPLE HOL IM) /6- X 57 LAG SCREWS •s JIG SCREW SET BACKS TRIPLE WIDE ROOF LINE� ( 1/4- SMOOTH SHANK) FOR DOUBLE WIRES CH WSTAL . LAG SCREWS I CHART ON AD—FA-8001 FOR TRIPLE IMDES AT A 45' ANGLE _ _ OR MAXIMUM SPACING STAB 2 1 4 P34r 14'TO34-GAP ROOF PERIMETER RAIL" OR RIDGE BEAM (FOR ROM WAS SEE NOTE J4) CROSS—SECTION _ f �— INSTALL WOOD SHIM AT All LAG OR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO GO TO 1/2f. INCREASE LAG LENGTH 1- THROUGH AND TO KEEP CONNECTION ANO F GAPS TO 3/4% INCREASE TK21T. (SEE NOTE 2) NDS01 LAG LENGTH 1 1/2-. REF CALL. PG. (ALL ZONES) CROSS—SECTION (W/� GAP) c WA- s,.0,- 91.07 (ALL EXPOSl1REs) NOTES-- Dlfit1E171 APPROVAL DAM APPROVAL L 2 I1r wL PE11EMJIoi INTO RECETMI6 HOW IS REaIMO FOR SUM APPROVED BY t WOW SW TO K WM FROM SPF p UK OR 8lT1ER. x PLYMOOD MAY RE USED IFMWESS EGUAIS GAP W11 4- X 6' WL � loseY r x CAP MIRTH MIL Sal OR l SEX OMMTALS FOR oOIFI M ROOF KWCTOL C. n. P. Revised N 14 May 24,2006 C John . I N 4. *ID1 INSTAU,BG A LAG SUD KID A RlDGT: KK FFST-DRLL A HUE TIR M THE ffM RM BFAIL SECOO-ML A 1/4• HME 3 ME"M CH THE K2 En�ineernl�� Inc . FEDERAL ONA o°�ETM TANDARDS RECG %M MM FJW FOR Tlf TWEADED Polt7W OF LAG 9cr+fTL DYs ARE FCR 3/e• LAG WKM GMT. S ID6' HAM" SMAL HBGIT. DRer. DAm' t�TtTt JACOBSEN HOMES Namcc me MRA>= ARE zcrw me COMM M.T. 05-22-06 WAY" III& wIMS OF 04MM KWACAM O M/W ROOF FASTENING P.O. Box 366 SAFm MIG M U47M S AIR PW= W 110C "`m 1,�°Rcoz= � � � °RA�nG I�mNt AD—FA-0020 PHONE (013j 726-1138 r1 6 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 I8 X 711C HEAD X Y FULLY THREAM 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 20NES) (ALL ) CENTER OR DATING LINE I I I I J -9!�t I 8 X 7/16' HEAD X 2' I j FULLY THREADED SCREW I (NO MORE THAN 12` O.C.) I .I I I I � I I o .I oc a 1 � 1 I 1 8 I�! METAL ROOF PANELS STOP 1 APP. -Y FROM CENTER LINE `30 GA. GALV. SIM STRIP 5' X LENGTH OF ROOF (SEE AD-FA-0020) SECURED WITH 7/1C X 16 GA. STAPLES FULL PE OMMON INTO DEMING. (SEE CHART ON AD-FA-0001 MAX. SPACING) 1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY 2. STANDARD 7/1V O.S.B. (24/16 INDEX) ROOF SHEATHING. 3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS. V �% IN Seep 10,2008 4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND 6�t'ol•�'iviTs F'.� 174I VC. ME TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN FEneuu MOOMANUAND SAFETY Y ST g� Inc coxsrnurnox Axo saFerr suwoAxos ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) ► D.M.T. wn 08-25-08 'm � JACOBSEN HOMES a�w. �' xnS °� 1 METAL ROOF RIDGE CAP P.O: HOX 368 W16dAts � lWi1PAC71A®r6 — SAFETY HARBOR. fLORiDA 34695 �Reatllw 1m gm n m So VIMMU AK NVM ID E MAW IIB� PH ONe (M3) 726-»aa wT mwmK Aw mw rya =m AD-FA-0021 Fi ADDENDUM hfULTI-WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 0 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - .LOW SIDE NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES - HIGH SIDE 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) BY 1 JUN 1 5 W5 INC. NOME- DRAWN BY: DAiE: MV. 12I ILK: JACOBSEN HOMES 1KSE sKOMAIIDNS NO DRAMM ARE C.L.Y. 6-5-95 aaDNAL. PROPRIETARY. AND coNnoomAL DRAM NG TITLE: YAIFRIAIS Of JACOM MAIANAC71MIC M/W ROOF SEALING P.O. Box 368 WC 9" YAIERULS ARE PROAM TO II[ SAFETY HARBOR, FLORIDA 34695 11CIP NI FOR SKCt%1C KWM 40 KV ME DRAMiND NUMBER PHONE (813) 726-1138 WT CpfwTa no XcRa Plat ortm AD—FA-0026 n �i I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2. INSPECT 1HE METAL FlASH9NG IN THE HEARTH AREA TO MRE THAT IT HAS BEEN WSULLED (THIS G MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE AND THE HEARTH. 1 LOCATE 1}E HEARTH EXTEN9 (SHIPPED LOOSE W THE HOME) AND INSTALL FOLLOTdNG THESE STEPS A CAREFULLY PLACE THE TH EXtEN40N IN THE PROPER LOCATION W FRONT OF THE FIREPLACE AssE iia B. SECURE THE HEARTH EX UNSION TO THE FLOOR W/ 4 J8 : 2' WOOD SCREWS C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION MTN A NON-COLIBUSTAE LE CALLIONG OR MORTAR. D. OR FMOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND TYP. HEARTH (MAY BE SHIPPED LOOSE) NOTES: 1. A TYPICAL ILE FRONT FIREPLACE IS SHOWN, HOWEVE THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (S (NE, WOOD, GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU QF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) II JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (613) 726-1138 N0710E I SPEOi1 =RS AND DRAWINGS ARE INN., PROMMURY. AND CON1TD RAL 74 LS OF UCOBSEN WINUFACIIONG SUCH MAMW S ARE PROW D TO THE Va fOR VWX ROOMS ADO WST TIE CONIm?A AND SECFIET IRW ormm BY.. TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING APPROVED BY INPI.JUN 2 8 W INC aa�r,vASAenr®N�c COKiRiC'IO� NO SN[T fWO�lq CDAIS .L.Y. 6-16-95 SHIP -LOOSE HEARTH 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, 0000or ON 9iAR 25 20 INC.. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANOAHUS SET-UP MANUAL ADDENDUM AD-FS-000I -A 11 DEALER (SET—UP) INS NOTE: HOLES TO BE CUT IN SHEATHING TO OUTLOOKERS TO PASS THROUGH. FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. F41 APPROVED EY lN'fl INC. FEI)ERAL MANUFACTURED HOME CONSTRUGTIONAND SAFETY STANDARDS PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS — ,ov— TYP. OUTLOOKERS 3/8- MI . APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTL r ABOVE SHEARWALLS (APPLIC LE TO ALL SHEARWALLS) (10- X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) NOTES: 1. 3/8' YIN. RATTED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X 1 1/2- X 16 CA. UIN. STAPLES 1 1/4* D.C. AT PANE_ EOCES AND 3" O.C. Al ALL FRAMING UEMMS. (NO GLUE REOUIRED) MARRIAGE WALL 3/8- SHEATHING TO BE INSTALLED ON -SITE i2t� APPROVAL: Iln VPINOZONE III (110 MPH) ALL EXPOSURES APPROVAL APPROVED BY INMAT R PINC. fEOER& MANUFACTURED HOME CONSTRUCTDN AND SAFETY STANDARDS J AC 0 B S E N HOMES NOTICE: uNAYM BY: DATE REV. LETTER: THESE FK:Anoes AND DRANTHcs ARE R.R. 4-27-98 . ORIGINAL PROPRIETARY. AND CONFIDENnAL DRAWING TITLE: P.O. BOX 368 MATERIAL OF JACOBSEN MMAIFACRR11Nc „ INC. SICH MATERIALS ARE PROVIDED TO THE TRUSS SHEATHING SAFETY HARBOR, FLORIDA 34695 REcFaf IPEC/X PLMWS AND PST BE pRAyy1NC NUMBER: PHONE (813) 726-1138 KEPT CDNt WNIIAL AND SECRET FROM DIWM. AO—HR-0001 12 NDSOI HINGED ROOF DETAIL OSTANf T 1RAli1 M RA6E W RW SIM P0S110t 10 SET-w POSii10N 15 APPROX u 1g. L" 1l a mw n11015151E imy Im mwwrA oEWCFS NO HN WAN 12 mu APART LDGE Li W POli15 WM 3r W ENO T ROOF SECPCK AND AVW LFTNG WM 2FEETCFASIMNlWFNRAIL HINGED ROOF IN SHIPPING POSITION HiGED 1�1c Posr 10 RLD(E t1EAK ti SPf p F11tED ING N'Q5T TOP RAT, •1101rwoao00Ot3- fBxr am HINGED ROOF IN SET—UP POSITION REF. CALL. PG. C-RF- 223.0 - 223.6 NOTES: rlwwccR ,rrmn,r: u,rv, ,rrm,.R: APPROVED BY 1. MACE RM ROOF SE001 N THE RAW P09110t NiFONE SNi4 = N KM XNG P0O Nip Pmm Revised b AlJun 06,2006 John C. Dooden, P,�. � N C . 2 Enpi monnq, Inc FFOFAAI YAISIFACTINwO HOYF :1 CONSTRUCTION AND MM STANDARDS JACOBSEN HOMES 1m > NO DUN= AK DRAW 6Y, O.A. 06-02-06 'o. LEM mmmaTmy AID Cb.10 NW LMtAI= 111 L. P.O. BOX 388 W� W � IiA1lFAC1UI N6 HINGED ROOF DETAIL llwnNC WM VATMU AR FFDIW 10 X SUM HARBOR FLORIDA 34695 Faml FOR S}Exfk PAPOO AID WR K. DMV" M,%M PHONE (W) 726-1136 N" OMFOWK 110 � RM IMUM AD—HR-0002 13 RAISE EXTENDED SHINGLE AND UNDERIA T AND AND A WIN. 4 I/2• YNDTH OF ROOFING WHIT TO 70P OF EAST SHINGLE ROW ON FIXED ROOF SECTI01 (THIS IS TO BE DONE BEFORE RAISING tm ROOF SECTION.) -- - - - -- -- 3' WIN. ROOF. LAYMENT CEMENTING AT HIN ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6 OVERHANG FASCIA BOARDS AND SE WITH gppROVED BY 3-18 X 3' WOOD SCREWS EACH OF GAP. 000 INCRevised 0 N P1• Nov 30,2006 • . • 'tQ' FEDERAL MANUFACTURED NDYE wmsTRUCTNON AND SAFETY STANDARDS �1x6 WINDZONE 11 (110 MPH) ALL EXPOSURES NOTES: cnwgLA ArrRYTK:- Wann /1R1[uwgl: 1. SIAM RAISTD ROOF SECTION IN THE RAISED P0970 BEFORE SNiiiNG HNZ KING POSTS INTO POSITION. ►1 ys od John C. Doedm P K2 EnOnWO4 U r- JACOBSEN HOMES s ow oRA D.T. 10-02-06 ►. AM ms><vmA< DR1111giG nTli . P.O. Box Us HINGED ROOF DEML wo SAFETY HARBOR, FLORbA 34693 910� MATLrtNAtE R[�If IOt amIIC RIID�S AIO YI6i R DRAW NUMBER: PHONE (613) 726-1135 mnouraNL m =a 0= nm 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 151 FELT TO ROOF PEAK SECURE FIRST ROW OF SHINGLE TLI HE INb I ALLtU UIV SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURERS INSTRUCTIONS AND CONTINUE TO PEAK. DETAIL A NOTES: REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 15f FELT AND SHINGLES. 1. CEMENTING OF 151 FELT IS NOT REWIRED IN ANY AREA EXCEPT WFERE NOTED. A 2 FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) �' 3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A MR OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' YIN. OVERLAP ONTO THE F0® ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-0001 (WITH SPECIFIC END PANEL LAYDUTl AD-HR-0002, AD-HR-OOD3, AND AD-W-0004. FE1 WINDZONE III (110 MPH) ALL EXPOSURES ROVED BY v,f,p 12 20 INC. MANUFACTURED HOME CTION AND SAFETY STANDARDS NOnCL DRAWN BY: DALE: REV. IERER M.T. s-2o-o3 rl JACOBSEN HOMES >,m mi wAmm -E OWWL PIMPRIMMY. AID CORFDFNIUL DRANING TTTIfi: SHINGLE AHD UNDERLAYMENT „30so RUISMS W JACO M UNWA6111R1NR• 10 lE APPLICATION ON HINGED SECTION _ P.O. BOX 368 RING SUCH YAIE3 W ARE FRONDED HARFLORIDA BOR. �um ff °RAM"GRUB PHONE() 726-1138wl" a Rm AD-HR-0005 15 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION j INSTRUCTIONS. ,;,� INSTALL FIRST LAYER OF 151 FELT TO ROOF NTH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EMSTING FELT AS SHOWN. NOTES: TOP COURSE(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION SEE OTHER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION INSTALL TOP LAYER OF 151 FELT TO ROOF NTH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EXISTING FELT AS SHOWN. i P ROVED BY AUG 0 # 2� INC. 1AANUNICIURED IIDME AIID SIIFI:T7< STANDAiiO3 JACOBSEN HOMES Ksc sPEa9xAN0T1CO DRAYN BY: DALE: REV. LETTER nas NO oRA.lM AiQE M.T. 7— 28-04 QWWAL PIiOPI lXff. NO COti1 XUAL DRAIIING TITLE: _ „ P.O. BOX 368 MATOOAS OF iA0OM MM WACRMIC 9iNGLE/LINOERLAYMENT INSTALLATION W- RO MAIMALS ARE PROBED TO K SAFETY HARBOR. FLORIDA 34695 PEOPENI Ta 59LC71C PUFW NO MIST BE DRAWM NUMBER: ai PHONE (727) 726-1138 PVT OMILk AV scan TNW OKes AD—HR-0007 TYP. SHIP- � o MEl ADDENDUM OSE PLUMBING TO FLOOR FRAMING W/ STAPLE OR NAIL SUPPORT IDNG STRAP 'WRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING. OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE TLET. *IERE THS CRADE CAN NOT BE AOHIEVE% NOT LESS M 1/8' MAY BE USED WHEN A FULL SIZE CLEANOUT IS NSTRO AT PrIE UPPER END. "„1 V1E1VIf Oi• DRAIN PIPNG 1. 'PIPE CLEANER AND GLUE SHALL ALSO BE BY THE MANUFACTURER FOR PLUMBING C 2. 48" O.C. MAX. SUPPORT SPACING. JACOBSEN HOMES SESKO AliMMOODRAVN=P£. TICE DRA1rNBr. R.R. "' 7-17-97 R<v.ler�Ex: aR A1, —WO L1A@Y. Alm Vjampw% DRAWM 11AE: YA &S a .VOWSM MARVAC1UROC O P.O. BOX 368 SYa YAK AK ®,� n� PLUMBING SUPPORT SAFETY HARBOR, FLORIDA 34695 a MR W=A1Vm AM Mlif DRAVING NUUBER- PHONE (813) 726-1138 KE FOO1M� wa 100 My GUM AD—PL—OD01 18 OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. PPROVED BY INC. 9 HOME JACOBSEN HOMES n►ONSAND AUT: +L�v• ++LK: TNesa: sPec,�TCAnoNs AND ow►wNcs AKM•T, 3-30-05 ORDINAL. P WWARY, AND CONFl XDAL DRAVANG TITLE P.O. BOX 368 ING SUCH wTE� AK p�A0Y W TD MD OPEN PORCH RAILING(S) SAFETY HARBOR, FLORIDA 34695 RFDPIENT FOR SPEORC Pt11POSES AD NMI BE DRAW NUMBER: � m PHONE (727) 726-1138 KEPT CWMIK AND SEOW FROM De+ENs. AD—PO-0001 19 ON SITE PITC THE ON SITE IPITCHED ROOF INSTALLATION (INCLUDING ISHINGLIES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. 12 4 1 MAX. ROOF SLOPE FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE AD-PR-7002 REMOVE ALL FACTORY INSTALLED - POLYVINYL BEFORE INSTALLING THE ON SITE PITCHED ROOF RAFTERS REF. PG. IW-07-0011 FOR FASTENING NOTES: TYPI WI TI- C FOR ATTACHMENT OF ALL VENTING (INCLUDES EXHAUST & ROOF), SOLAR TUBES AND PLUMBING VENTS SEE AD-PR-7007 & 7009. FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ROOFING DETAILS SEE j` SEE AD-PR-7008 SHIP THIS SEC. LOOSE (SITE INSTALLED) ---------- ----�� FOR OVERHANGS SEE AD-PR-7003. FACTORY IESSECTION) FTERS EN - FOR ROOF VENTING BOTH FACTORY J AND ON SITE SEE AD-PR-7005 & 7006 TER SECTION OF TRIPLE WIDE -�L TRIPLE WIDE HOME APPROVED BY Revised O00 ct 25,2007 IANC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NOTICE: DRAWN BY: I DATE: REV. LETTER: JACOBSEN HOMES THESE SPECRCAMONS AM DRAMM AM O.A. 10-24-07 OWN PROPWARY, AND DONHDENnk DRAWING IITLE: D P.O. BOX 368 moo YA of rAta�SEN YANUFACTWtNG ON SITE PITCHED ROOF DETAILS ILJI W- YATMAIS ARE PROVIDED 10 THE SAFETY HARBOR. FLORIDA 34695 T FOR SPM P1RP O AM MW BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT COTUTD UL ft SECRET FROM ONM AD-PR-7001 20 ROOF • TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING WITH 7/16' X 1 1/2- X 16 GA. STAPLES (12) EACH SIDE OF MARRIAGE LINE TO EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE P 11' MIN. SITE INSTALLED DECKING 04ERLAP FACTORY INSTALLED ROOF DECKING / 00J00"_ _/ I SEE NOTE /2 18' MIN. YAY BE RIDGE BEAMS (SEE NOTE J4) A (DECKING Wp CROSS-SECTION SITE INSTALLED 7/16' MIN. ROOF DECKING SECURED WIN 7/16' X 1 1/2' X 16 GA. STAPLES, 2' O.C. MAX. TO EACH 16' QC. RAFTER. SITE INSTALLED RAFTER TO ALIGN WITH FACTORY INSTA :ED RAFTER BELOW. FACTORY INSTALLED RAFTER (CENTER SECnON) VANOZONV O ALL EXPOSURES (110 MPH) ZO PSF ROOF REF. PG. RC-07-0044 10 PSF D.L. NDS01 Rff. CA= C-FS3 - 88.01 • NOTES: ENCHM APPROVAL• DMA APPROMAI: 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH 2-j10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY INSTALLED PITCHED RAFTER TO AM WITH FACTORY NS74M RAFTER. (EA. SCREW TO WE 1 1/4' PENETRATION YIN.) 2. ATTACH HATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH b 0� Jun 09,2006 110 X 4 1/2' SCREWS 9' O.C. MAX SPACING. INC. 1 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. John C. 0eXa , I•! k, l*DENLL MANUFAC URN NDME K2 Engkmer", Inc. CONsmwnONAND SKEW STANDAADS JACOBSEN HOMES Z,10incL >�_� ALOD..M«�ME AEM BC O.A. DALE: 06-02-06 R[v. 1ET1ETt Box 30 eAOVt..Mvw[*M.. ro mnoDuua wTDnA<s Ds M W M 10 lKROOF /`P.o. f �SAFETY TO ROOF ATTACHMENT FIDRAWC HARBOR. FLORIDA 34695 EtOW Ftf 9 Rarer E 1 I < NL%Kk PHONE (7273 726-1138 U" !0 fEDMIML NO XMI � = AD-PR-7002 21 RAFTER TOP --- 2 X 6 OUTLOOKER LOOK 19' 0.. MAK BETWEEN OUIERS DOUBLED END ZONE RAFTERS TYP. 16' O.C. 2 X 6 FASCIA FASTENED TO OUlLOCKER STAPLES N. (OR MIN. (3) 131 X-3' 21NAILS (SHIPPED (TYPICAL AT ALL CENTER BRACES) SINGLE REOT) 3 FT. SS MAY PLACED ON EIM X 6 OVERHANG FASCIA TRUSS INSTALLED ON SITE CHORD 160' 19.0 Jl�'C iI E2 X 4 NAILING BLOCK (INSTALLED ON SITE) N. (3) .131' X 3' NAILS ROM NAILING BLOC( INTO M PLATE OF ADJACENT C110N OF UNIT, AND . MIN. (3) .131' X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS OUTLOOKERS SHOWN ARE 2 x 6 SPF j3 FLAT SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD -MUL1lPI.E TRUSSES FASTENED TOGETHER W/MIN..131' X 3' NAILS OR MIN. 7/16' X 2 1/2 X 15 GA. STAPLES 16' O.C. MAAMUM INTO TOP & BOTTOM CHORDS ONLY. �-- 2 X 6 OVERHANG FASCIA ZONE ASSEMBLY NOTE: ILED FOR SITE INSTALLATION) Ou1LOOlmts To BE SECURED m EACH TRUSS OF THE DOUBLE 1 NAWS LOCATED IN 1FE ENDZONE PER FASIM CFUIRT. ONLY OF TYP. OUTLOOKER FASTENING: FASTENERS: GUAM PENEIRATXIN: .131 PD NAIL 5 1 1/f 15 GA. STAPLE 8 1'. P SCREW 2 1' (INCL 1�) OUROOIER FASIEN RS MAY BE IMAM NIINOZONE 111 FROM TOP CFN>RO om IF PENEIRATXJN ALL EXPOSURES 5 MANTAIp, (110 MPH) 20 PSF ROOF 10 PSF D.L. NDS01 C-RC-197.01-197.02 NOTES: ENGOiEER APPROVAL: DAPIA APPROVAL• I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE ROOF APPROVED BY SECTION TO BE DOUBLED.ON 2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING rliN eb 05,2008 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRE TO BE Z=n, c , FASTENED PER AD-PR-7002.'Rk FEDENAL �Al1UFACNRED MOUE John C. ST�,�ON,� SAFEn, STNWMDS .K2 Enginevifig; Inc. NOR4C@ DRAIN BY; DATE REV lEl TER JACOBSEN HOMES O.A. 1-29-08• MMM. 1F�5ESPECf1GgIDHSAIDDRII>riDSARE PADPRETABT, AID DRAWING 717LE: n 109A15 OF J1ICOBSM UN WACII M IH, ENV P.o. BOX 36B 9101 yA7FJ1NS ARE PRDt�OED m 1w END ZONE RAFTER/OVERHANG ASSEMBLY SAF PHNEHARBOR. FLORIDA2638 695 cmFwm le mm = � DRAWING Nun AD-PR-7003 22 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER - - I TRIPLE WIDE CENTER SECTION PEAK I SIZE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION k REMAINDER OF AT CONTINUOUS PANEL BOTH OUTSIDE SECnoNS (2 FULL ROWS OF SHEAIHING) SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES WIDTH PER SHEATHING REQUIREMENT MIN. APA RATED ROOF DECKING (OR EQUAL) MANUF. INSTALLED DEC19NG TO HERE �1' 9 lb N VAND20NE 01 ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L NO o1MUM APPROVAL: UNU AFYNUYA: 1. 1/B' 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 . 7i'j Revised SPAN RATED) DECKING (EQUAL OR BETTER). AJohn C. L:3�q�". R' Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE M F ,:i4:: i i:'I; , ! i iC. N 14 I n I C . SAME DECKING PATTERN. ' V �.+ FEDERAL WINUFACfURED HOME 4. FASTEN DECKING TO ROOF FRAMING IMTH 7/16 X 1 1 /2' X 15 CONSTRUCnON AND SAFETY STANDARDS GA. STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES IRM MS NO MMUM I DRAM) of. O.A. UAIE 10-24-07 011MAL WROW. AM aaw MMN WHIM DF .tAC08M MNWACPM C DMVA URF- DECKING INST. I A P.O. BOX 368 �� ETCHED ROOF SAFETY HARBOR. FLOMDA 3095 hvwm m DRAW Nil PHONE (727) 726-1138 WT OWFU Ml NO SM MOM OM AD-PR-7004 23 ITYP. 50 SO. IN. ROOF VENTS (SE' AD-PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) IAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF IN ULATION / CEILI G PANEL CENTER SECTION (FLAT TRUSS) MARRIAGE WkS MARRIAGE WALLS FLAT ICENTER SECTION NOT S SITE INSTALLED CENTER SECTION OF ROOF DAPIA APPROVED BY Revised 0 Occt25,2007 rINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS ❑ JACO BS EN HOMES P.O. BOX 368 ❑„ SAFETY HARBOR. FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE D' MAL.PR Mom, 9 M,FII;Ik MATERIALS OF 'AWN MANUFAC11 FM ERI DIG M YATOULS ARE PROVKD TO THE RF MIT FOR SPECiEC PURPOSES AM bW GE KEPT CONFMTULL AND SECRET FROM 01HM DRANK BY: O.A. UAIt: 10-24-07 n t1 DRAVANG TIU- SITE INSTALLED PITCHED ROOF VENTS DRAWING NUMBER: AD-PR-7005 24 ROOF VENTING 3 W MARRIAGE WALLS I I TYP. 100 SO. DL CUTOUTS FOR i =r YERTLATIOt OF ROOF SECTION r_ (SEE 0MR1 FOR REOVKMENTS) 100 SQ. IN. CUTOUT VENT HOLES N REQUIRED 1N FLAT ROOF SECT10 (1607 x SECTION LENGTH: CUTOUT HOLES 0To15-C I I5'-6• TO 31'-3' 2 31'-3' TO W-W 3 w-10' 10 6 -6' 4 62'-6 TO -0 5 I I. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED MARRIAGE WALLS LOW VENT LON VENT 1 ar 1—r If. •SO SO. IN. VENTS REOUIRED `3 HIGH VENT IN SITE INST .Isn TR ISS .SErTHnH __ __________r_— CENTER LINE OF CENTER SECTION ICI • SECwt w cK I" 10t1: Ea An ID A•-r WE KVK JI- 1D W-W 1 Mac *'-W 10 fi-f 2 1 (A S10E 6710 W- ] 2 [A sot yl AWKE 1U UNMANG. VENT$ •-r ♦-r TTP. SO S0. it ROOT VENTS LOW VENT (SEE OHART FOR REOUAREMENTS) LOW VENT / MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. • P.. t 1o] DAPIA APPROVAL - PROVED BY JUN 1 � INC. AL MANUFACTURED HOME RUCTION AND SAFETY STANDARDS OTDRAWN BY: DATE REVAETTER: JACOBSEN HOMES m:mwionuNMo6TAICE10ORATTNMA�K R.R. 01-22-04 010GUN. PROPREIA 1. AnD OOTs1D"Oft DRAWING YVAL IITERNLS Or JIAM EN MRSACTiM4 P.O. 80X 368 w- 901 tu1�s ARc RVAI[v TD w ROOF VENTING SAFETY HARBOR. ►LORIDA 34695 KOP00 FOR VIM 111H M NO MUST K DRAWING NUMBER. I- m PHONE (727) 726-1138 PVT EaIfJ iq me=1 not owm AD-PR-7006 I I. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED MARRIAGE WALLS LOW VENT LON VENT 1 ar 1—r If. •SO SO. IN. VENTS REOUIRED `3 HIGH VENT IN SITE INST .Isn TR ISS .SErTHnH __ __________r_— CENTER LINE OF CENTER SECTION ICI • SECwt w cK I" 10t1: Ea An ID A•-r WE KVK JI- 1D W-W 1 Mac *'-W 10 fi-f 2 1 (A S10E 6710 W- ] 2 [A sot yl AWKE 1U UNMANG. VENT$ •-r ♦-r TTP. SO S0. it ROOT VENTS LOW VENT (SEE OHART FOR REOUAREMENTS) LOW VENT / MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. • P.. t 1o] DAPIA APPROVAL - PROVED BY JUN 1 � INC. AL MANUFACTURED HOME RUCTION AND SAFETY STANDARDS OTDRAWN BY: DATE REVAETTER: JACOBSEN HOMES m:mwionuNMo6TAICE10ORATTNMA�K R.R. 01-22-04 010GUN. PROPREIA 1. AnD OOTs1D"Oft DRAWING YVAL IITERNLS Or JIAM EN MRSACTiM4 P.O. 80X 368 w- 901 tu1�s ARc RVAI[v TD w ROOF VENTING SAFETY HARBOR. ►LORIDA 34695 KOP00 FOR VIM 111H M NO MUST K DRAWING NUMBER. I- m PHONE (727) 726-1138 PVT EaIfJ iq me=1 not owm AD-PR-7006 yl AWKE 1U UNMANG. VENT$ •-r ♦-r TTP. SO S0. it ROOT VENTS LOW VENT (SEE OHART FOR REOUAREMENTS) LOW VENT / MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF. • P.. t 1o] DAPIA APPROVAL - PROVED BY JUN 1 � INC. AL MANUFACTURED HOME RUCTION AND SAFETY STANDARDS OTDRAWN BY: DATE REVAETTER: JACOBSEN HOMES m:mwionuNMo6TAICE10ORATTNMA�K R.R. 01-22-04 010GUN. PROPREIA 1. AnD OOTs1D"Oft DRAWING YVAL IITERNLS Or JIAM EN MRSACTiM4 P.O. 80X 368 w- 901 tu1�s ARc RVAI[v TD w ROOF VENTING SAFETY HARBOR. ►LORIDA 34695 KOP00 FOR VIM 111H M NO MUST K DRAWING NUMBER. I- m PHONE (727) 726-1138 PVT EaIfJ iq me=1 not owm AD-PR-7006 PITCHED ROOF EXTENDED VEN SITE INSTALLED SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (EXTEND 3' ABOVE ROOF) (SEE DETAIL 'B') (SEE DETAIL 'A') SITE INSTALLED CENTER SECTION OF ROOF "'— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING —FLEX DUCT (FACTOR r INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLE ID CENTER EXTEND PIPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) LTYP. CONNECTION TO VENT FAN SOLAR TUBE. CEILING PANEL EXTEND TO RANGE HOOD II I MARRIAGE WALLS MARRIAGE WALLS I I I FACTORY INSTALLED FLAT CENTER SECTION VENT CAP (OR SOLAR CAP) EXHAUST DUCT SPLIT PLUMBING VENT AND FASTENED TO ROO DECKING OR BACKER ROOF FLASHING WITH MIN. 4— 8D NAILS (SITE INSTALLED) IN LIEU OF FASTENING DUCT TO VENT CAP. VENT PIPE SITE INSTALLED FLEX DUCT (SITE INSTALLED) COUPLER \-SHEET METAL p� (SITE INSTALLED) SCREW Y FLEX DUCT (FACTORY INS ALLED) ' VENT PIPE NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURE (FACTORY INSTALLED) WITH i SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE DETAIL ' B' TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' DAPU APPROVAL• NOMS: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPE ATIONS. APP OVED BY 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND 4,�1 HOLE CUT IN ROOF DECKING. JuN 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPUCED WITH ALUMWAIM TAPE AS SHOWN N THE DETAIL ABOVE. I INC.SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH I �I APPROVED GLUE. FEDERAL ANUFACTURED HONTE CONSTRU TION AND SAFETY STANDARDS NOTICE DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES mm EMTOS AND DRA.�SARE R.R. 01-23-04 PROPRETAR►. AM CoNnmm 1AL DRAWING 111TE: _ T� P.O. BOX 368 "" a ' " `�' ` PITCHED ROOF EXTENDED VENTS w_ VAWkgS AIE PROYDEO To TW SAFETY HARBOR. FLORIDA 34695 r[W~W foR 9'EOIIC WM AID rug BE DRAWING WjBER: PHONE (727) 726-1138 KEPT ooIf MIK AND SECRET FIRM DINERS AD—PR-7007 SITE INSTALLED SHINGLE AND UNDERLAYMENT FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT KITH A 6" MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT. 15/ FELT TO HAVE A 6" IAN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS ALSO APPLES To ENDLAP SEAMS. PERIMETER OF ROOF. I f FIELD INSTALLED ROOF SHEATHNC (TVP•) b� I I I I 1 1 I I 6' WIDTH OF ROOF CEMENT WHEN � 1 I 1 I OPTH)rIAL 15f FELT IS INSTALLED. b r� I r I a I 1 I I 1 - I OPMNAL LAVER OF 151 FELT r� I ONE-PIECE SINGLE UNDERLAYMENT ROOF SHEATHING (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DE"G FOR UNDERLAYMENT OVER LAP OF V MINIMUM. 1/2- TO FASTENING DETAIL VANDZONE U (110 MPH) ALL EXPOSURES NOTES: ENGII`W APPROVAL- DAPIA APPROVAL 1. CEMENTING OF OPTIONAL 15j FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED �,y Oct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED. 4 INC. � C. I,�Q �?.fi, 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS n FI7 inuie-tag ynG- EDERIIL YANIFALTIIRED Y ST 91 1 NSTRUCnDN AND SAFETY STANDARDS ONLY WHEN SPECIRC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES N° E T,� �,�,,,,� � �„� � °R""" 9Y: O.A. " 10-24-07 KY. LETTER:- own. PRDP VM X AND MWEENM WTEIALS CF JACOM UNWACRM DRAWING D1LE A P.o. Box 368 EIC go WTmu ME PROIDED TD THE SIZE RNSTALIED SHAN1;lE AND UNDERLAYMENT SAFETY HARBOR. FLORIDA 3095 RECIW RR sPM N W023 RD W 1 E DRAwrNG NUMBER PHONE (813) 726-1138 12PT ClriiDEMUL AID IM RIOT 01M AD—PR-7008 27 AX'm """ unuL 11LING FLAN AT .L FASTENER ROOFING TAR APPLIED OVER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. OPTIONAL SHINGLES MAY BE APPLIED TO COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA WITH ROOF— ING MASTIC (TAR). TYPICAL SHINGLE SOLAR TUBE DOME, MATH NAILER FLANGE. SECURED TO ROOF, ON TOP OF UNDERLAYMENT, AND TOP OF FLANGE UNDER SHINGLES. MATH 80770M OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER MATH SHINGLE TABS SECURED WITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH L11N. 1" X 1' X 16 GA. STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). TYPICAL SHINGLE ROOF TYPICAL FIELD INSTALLED RAFTER .105' X 1" MINIMUM ROOFING NAILS OR .113" X 1' MINIMUM NAILS MAY BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. ROVED BY r piuw 1 INC. MANUFACTURED HOME Cl ION AND SAFETY STANDARDS NOTICE DRAW BY: DAME REV. LEITER. JACOBSEN HOMES MY ��AW WA�ARE M.T. 02-04-04 PltoPit[TAtnr AID CON DDITUI DRAWING TITLE. _ „ P.O. BOX 368 MA of pxo8sE I WNNAc1Ub16 TYP. FLASHING INSTALLATION MG W 1FIdAlS AK PR0IIED TO 11E SAFETY HARBOR, FLORIDA 34695 REDMI fdl 9tCIC RRIPW AM PET B DRAIAIG NUMBER: PHONE (613) 726-1138 IgY1 AM SECKI nWm OTHM AD—PR-7009 28 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. 1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-XvNI S W1'.EN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. Wh!E'I ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED W THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLED IN ACCORDANCE NTH 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 BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL. 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WADE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 1 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE VAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER, ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION R@ TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIDING FORCES. 14. •ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REWRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKLNG P,EOU:REAENTS. ALL BLOCKING DEiAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES NOTES: •(cROVED BY /d,�,.. `.�`%�Q?�G15TER� Q No. •'• THESE NOTES AND DETAILS ARE APPLICABLE 1 g _ ENE8703571 r FOR WIND ZONE II AND/OR WIND ZONE 11I. THEY ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' EXPOSURE V. SEE APPROPRIATE TABLES I INC AND FOR SPECIFIC INFORMATION ON EACH. Wr ? •. TAy •44.�' s uoswtlT�`>,Na+ss , JACOBSEN HOMES NOTICE '���AA�E THESE SPE011CATIONS AND DRAWINGS ARE CR,OMAE PROPMETARX AND 0WIDENTVL 11111�1 i`DATE: C.L.Y. 5-19-95 REV. LETTER: AAA DRAWING 1117LE: NOTES 11ATMALS OF JACOMN UMSACMNG TD-GENERAL P.O. Box 36B SAFETY HARBOR, FLORIDA 34695 Gi- SIGN uAIERKS ARE PRONGED TO THE REDPwt FOR mix PJMM No m 51 BE DRAWING NUYSER AD-TD-0001 PHONE (613) 726-113B PUT CGrfMPA AM SEw FRCu omm 29 NO ADDENDUM TIE -DOWN SPACING TABLES EII&III/EXP.C&D LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III FLOOR YIN. Ott. ANCHOR MIN. ANCHOR WIDTH EA END OF ANGLE EA END OF ANGLE EA. SECTION YIN. 0 EA SECTION Y.N. 0 O� 20'-0' 2 36' 2 �45' I 24'-0' 2 46' 2 60' 25'-4' 2 50' 3 38 26'-8' 2 VERTICAL TIE-DOiN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE n WIND ZONE III FLOOR EAVE a- HEAD DOL HEAD ANCHOR ANGLE SPACINGANCHOR ANGLE SPACING WIDTH OVERHANG LOAD LOAD 20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 24'4 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 254 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 26'-8' 12' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' I LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR YIN. en ANCHOR uiN Ott. AN �K WIDTH EA. END OF ANEA. END IO ANGLE FA SECTION YIN.. 0 EA SECTION YIN. 0 20'-0' 2 50' 2 68 1 24'-0' 2 70' 3 1 50 25'-4' 3 45' 3 60' 26'-8' 3 45' 3 60 VERTICAL TIE -DON / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE IR FLOOR EAVE SSPACINGG DEIL HEAD ANCHOR ANGLE SPACING DDL HEAD ANCHOR ANGLE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 5'-4' 31501 40'-45' 4'-0' 31501 40'-50' 24'-0' 12' S._4• 3150s 40'-50' 4'-0' 3150# 40'-50' 25'-4' 12' -4' 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' S'-4' 31501 40'-50' %%%% itsI111„ '-0' 3150# 40'-50' ENGINEER,�i�� DAPIA APPROVALOTES � 1. SEE AD-TD-DDOt FOR ADDITIONAL REQUIREMENTS. NO RFO''? ��� PPROVED BY 2. SEE AD-M-0011 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE DADS ENE8 TABULATED ABOVE of=Nil INC. i ,(�•• '' �. �� ,E7ENtluhfK'fOAEA MiE NOTJCE: iW�lN+D DATE: REV. LETTER: JACOBSEN HOMES ESE sPEaiunoNs ANO DRAMNGS ARE C.L.Y. 5-30-95 ■ CNN.. PROPRIETARY. AND mnloEwnN. oRAMANG nnE: NORM. SPACING TABLES A ATERIALS OF JACOBSEN MANUFACTURING „ P.O. BOX 368 SUCH MATERXS ARE PRO%= TO THE SAFETY HARBOR. FLORIDA 34695 !T rat sKcM PURPOSES NO WiST BE DRAMNG NUMBER: PHONE (813) 726-1138 t COWWRAN NQl SEOV 1RCU OTHERS AD-TD-0010 30 ADDENDUM����s S� � ALTERNATE TIE -DOWN SPACING TABLES . ll' i l ow ZONE II & III/EXP. C LONGITUDINAL TIE -DOWN SPACING TABLE W, WIND ZONE u IND ZONE N MR an. LIF mm A a My EA F1B of me a Amas�1DN CFLOOR VADTH u S ioL B u LIM, e 23'-4' 2 54' 3 40' �O (a` _ 24'4 2 54 3 40' 254 2 6w 3 4T 1� 26'-8' 3 38' 3 48' 3 4T (SEE NOTE E4 FOR ANCHOR ANGLES) VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE IIIN. YAK IND ZONE II WIND ZONE NI sPAWs ARMANGLELn WAM Ba. HEM ANC NUE EAVE IMDTTHH OVERHANG LM 23' 12' 5'-4' 3150E 40-45' 5-4' 3150E 12' 54 3150E 40'-w 64 3150# 35'-40' 25-4, 12' 54 3150E 40'-45 5-4' 31501. 35'-40' S-8' 12' 5-4' 3150E 1 40-45 5-4' 3154 35'-40' if 54 3150E 1 40'--45' 54 3150E 1 36-40' (SEE NOTE E4 FOR ANCHOR ANGLES) °e,�111111111!//�I0 `°o N C. DpF oos O G E �� 9 .ov000 �\ S ''•° i O ,• • o � STA' - �m REF. CALL. •: '�'a'�� • �� p P:� ��oo`' C-TD - 215.01 - 215.20 ��ooiss'8NA11 fE�°°°� ENGUM APPROVAL• DMA APPRCVAL NOTE 1 SEE AD-ID-mm FOR AMMONAL REQU61E1 M APPROVED BY 2. SEE AD-TD-OON.1 FOR YA10 m PER HOCHT3 RE01l S FOR 1HE LOADS Jua 16,2009 qN TABIAAIED ABODEAA TUS ONLY. INC. a TE-OW DEEM ON 10 PAGE APPUCM 70 DOUBLE 4. MM moo ANGLE SHOYM IN THE WART ABODE CANNOT BE ACHOM, FEDERAL NMIJFACfUIaD NODE CONSTRUMON AND SAFETY STANDARDS D6TALLED AN APPROVED STAMM FLAIL HOMES DRAW BY. -- NOW&JACOBSEN ummmAgus me mom w 011" 06-04-09 LEflFR ° ' POF RaPae:TAxr dI100B5i11 YAlWFACIlLRWO YAlEAl1S '"kTERNATE SPACING TABLES P.a Box 368 SAFETY HARM, FLORIDA U695 W. gn YAWMS ARC F1ffM W IIE 001 MR MW PU69gS.W ME E DRAWO NLNKR UUM AD-TD-0010.1 PHONE (613) 726-1136 WT Colon u1t W WO FM 31 ADDENDUM - TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TIE I DOWN SYSTEM MR PER AD-TD-0010 TABLE PER AD-TO-ODIO TAkE PER AD-TO-0010 TABLE PER AD-TD-0010 TABLE PER AD-TO-0010 TABLE MAX FIGURE 1.0 SEE FIGURE 20 FOR ALTERNATE TIE -DOWN RMOD TYPICAL CROSS SECTION SHOWING TIEDOWNS T)P. FLOCR TAP. m% 01AsSIS ANCIIOR ANGLE FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE -DON ANWR ANGLE SEE NOTE 5 FOR MAl01W HDQIT NOTES: ENa``ETRo��G TFO��F2� f�C%�CBY A.Al 1. SEE AD-TD-ODIO FOR SPACING TABLES, 1SEE AD-TO-0010 FOR QUANITY OF LONGTTUDIAL ME-DONN STRAPS R OURED. ? �; •Q� No.�FO .• 1 -ry ;� 3. SEE OTHER DETAILS FOR OLM014G (PIER) OUANTITY AND OTHER REOL FtEUMM ENE8703571 INC, 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. I V r CiH itA1DAATETTQAf�AR 5. ZONE 2/DFOSURE 'C: 60' MAWLIM HEITLIT '� 5. i W ZONE 2/E)(POSLIRE V: 44' MA)BWM HEIGHT ZONE 3/E1(POSURE C': 40' MA)QWUM HEIGHT '�i��it`••• Ass + . 011 REF. CALCS: ZONE 3/WOSURE V: 36' MA) WM HEIGHT /0 • . • • • �� � NOME OlWpll DATE REV. LETTER JACOBSEN HOMES SPEa1CA7=S AND DRAMM ARE C.L.Y. 3-27-95 ORI AL. PROPMETAIM AND COHtF10FJtTM DRANfNG TITLE P.O. BOX 368 MA OF'A�N MMffACRHW FIGURES 1.0 AND 1.1 w- MATU4 S ARE PROM M TO THE SAFETY HARBOR. FLORIDA 34695 REOPOiT Fat 9KM PIFMSM AHD MMT K DRAVANG NUMBER PHONE (813) 726-1138 H�PFH�PF D U& AM =W nEM OMM AD-TD-0011 19 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION WAVANr. TF—I>OWN SPACINGS FIGURE 1.0 �ae�pfip6e6eB1A�I®,,� . / v L � o T TYPICAL CROSS SECTION °®;s . C'o )l';�'..•�`�e• MOWING 11EDOWNS TTP. aAOR sTSIBi7 TTr. atoss-�E�et� °°isSBONA91e,e SE KOTE s FM mm" Huff ANOIOII ANGLE (stE ► P) ANmm ANgE (� IroTE A) FIGURE 1.1 (oESIM Will ON 951/f �—IEAM claims W 96' Ha+ StoEWW) EMES. APPROVED BY 1. SEE AD-TD-0010.1 FOR SPACING TA81ES.ON SEE AD-TD-ODI0.1 FOR (PJNM OF LDNGIRID& TtE-M STRAPS REWIRED. JTm 16,zoo9 A2 3 SEE DTNER DETAILS FOR •BLOCKING (PER) WAHRTY AND OTHER KNIINENTS. INC. 4. SEE AD-10-00 FOR ADDI ZONAL REWIRMOM FEDERAL W1NIiALNNED MORE CONSTR MON AND SAFETY STANDARDS s. ZONE 2/1 *MRE V: 67' MA>QIIUM HEIGHT ZONE 3/EItR=RE V.- W HAMILM HEKAIT C AM 6. WHEN ANCHOR ANGLE SHOW ON AD-ID-0010.1 CANNOT BE ACHIEVED. GTD- 215.01 - 215.20 INSTALL AN APPROVED STANLQFR PLATE. NOTICI� DRA1M BY: DALE: re.�� M.T. 06-04-09 JACOBSEN HOMES TNTWoMmm=MAN=AM oraeNu, pRORaETARY, AND C016gOIDAI MATBTWS OF wANUFw mIG DRAIMNCin,lE: FIGURES 1.0 AND 1.1 RH P.O. BOX 368 W. go YAIE US AK m THE SAFETY 0DD= � ORAWIIKi NIiiIBE1t AD-TD-0011.1 PHONE 726-1D1138 FROM ADDENDUM NORMAL TIE -DOWN SPACING TABLES ONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III AFLOORMIN.OTY. ANCHOR WIN. Olt ANCHOR EA END OF ANGLE EA. END OF ANGLE EA SECTION YIN. 0 EA SECTION YIN. 0 2 43' 2 55' 2 M. 2 68' VERTICAL TIE -DAWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX. EAVE OVERHANG WIND ZONE II WIND ZONE III SPAONG DEL HEAD LOAD ANCHOR ANGLE SPAONG DBL HEAD LOAD ANCHOR ANGLE 12'-0' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III . MIN. CITY. EA END OF EA SECTION ANCHOR ANGLE YIN.. 0 WIN. OTY. EA END OF EA SECTION ANCHOR ANGLE YIN. 0 O 2 sa' 3 47' �l 12'-0' 3 37 4 33' 13'-4' 3 42' 3 55' 13'4 4 30' 4 38' VERTICAL TIE -DON/ FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG DEL. HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4' 31501 40'-45' 4'-0' 3150Q 40'-50' 13'-4' 6' 5'-4' 31508 40'-50' 4'-0' 3150# 40'-50' - 1. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS 2. SEE AD-1D-0013 FOR 11AXIMUNI PIER HEIGHTS REQUIRED FOR THE TABULATED ABOVE. LOADS ENGINE&R-,LWAtliu t•'Itt `��� `j`N --T' ��� ``.�GISTER'•. (C` �. NO•- ENE8703571 = DAPIA APPROVAL• APPROVED BY .)1)N 1 5 IR 5 3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEIWALL NOT 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144" FLOOR WIDTHS WTi I -BEAM SPACING 96' MAXIMUM SIDEWALL HEIGHT AND 6• MAXNUll OVERHANG (6' OWiRHAMC MAX. EACH SIDE OF UNIT). FF ONT OR REAR. 95 1/2' SIDE ' * ' STAT'= '�, �` •'• �` ., F •tio1aN. ''��,,,� I N C, C0dIw- CftANDVFETfWJQVw JACOBSEN HOMES P.O. BOX 368 „ SAFETY PHONER(813) FLORIDA118 95 NOTICE: ."no THESE SPEat1CATWNS AND DRATNNGS A1ZE OWCINAL. PROPRETAAY. AND COwoutTIAL MATERIALS CF JACOEISEN MAWFACYMNG SUW YA FSLN.S ARE PRONDED TO THE CCNm u i av nu ruses 1111`i"� C.L.Y. DATE: 3 5-30-95 REV. LETTER: / ` /!-�` DRAWING TITIE: NORM. SPACING TABLES DRAWING NUMBER: AD-TD-0012 34 ADDENDUM TYPICAL SIDE ELEVATION cunwNr nF-R(1WN SPAr.INGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.2 SM FIGURE 2.0 FOR ALTERNATE M-DOW NETROD mu AKE FIGURE ' 1.3 SEE MUM 7.0 FOR ALTERNATE W-DOU WRID NOTES: 1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES. 2. SEE AD-TD-0012 FOR OUANTY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. 3. SEE oTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOLM&017S. 4. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS. .5. ZONE 2/DPOSIIRE 'C': 30' MAXIMUM HEIGHT ZONE 2/EXP05URE 'D': 48' MAXIMUM HEIGHT ZONE 3/EXPME :C:: 28' MAXIMUM HEIGHT ZONE 3/EXP05URE 0: 60' MAXIMUM HEIGHT SEE ND1E 5 FOR MAXINM RM C Do �'����'� Na 9F�F2 ENE8703571 •: DAPIA APPRO0000 0 NrAVED BY JAN !I t INC. Kkiv& umaFACNM"M amw im•o6AF{IYT.iNONq JACOBSEN HOMES '�i N T% SPEOM705 AM DR�rdWma OraaNK. PROPRIETARY. AND CONFWTIAI LW Ar ��``%� C.L.Y. DATE 5-19-95 REV. LETTER: DRAWNG TITLE AND 1.3 ►AYEwus OF =M IWIMN CTIIRM FIGURES 1.2 P.O. BOX 368 DIG S M MAMMALS ARE PRMW TO THE ,I SAFETY HARBOR, FLORIDA 34695 REMM FOR Va NMOZ AND WM BE DRAWING NUMBL]Z AD-TD-0013 PHONE (813) 726-1138 nFT 09 IRK AND "0 "I'M ORas 35 ADDENDUM ALTERNATE TIE -DON SYSTEM(S) ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS SIDE NEW OF PAIN FiAu_- TIE-DOWN STRAP I SEE OTHER DETAILS FOR I[ -DM STRAP SPECIFICATIONS APPROVED ANCHOR M£iDEO TO MAIN I -BEAM (SEE OTHER DETAILS SEE AD-TD-0200 FOR FOR YIELDING) TO BE INSTALLED RADIUS CLIP DETAILS AT THE FACTORY. (REWIRED THIS LOCATI011). (UN. 3150j WWANG (DESIGN] LOAD AND 47251 ULTMATE LOAD.) o GROUND ANCHOR ° SEE OTHER DETAILS FOR Siff, ANGLE AND OTHER INSTALLA71ON NOTES SOLID HEADER (CROSSYEMBER) SIDE YEW NOTES: 1. SEE AD-TD-0010 FOR SPACING TABLES 2 SEE AD-TO-0010 FOR OVANITY GF LONGITUDIAL TIE -DOWN STRAPS REOU:RED. I SEE OTHER DETAILS FOR BLOCKING (PIER) OUANIITY AND OTHER REOUiRE"S. 4. SEE AD-TD-DDO1 FOR ADDRANAL REWREMENTS. FIG URE 2.1 3' X 3/4' (t 1/2) CUT INTO HEADER US L'ST BE LOCATED FOR STRAP ATTACFi4ENWITHIN N5' OF MAIN CAT T. CHA52S I -BEAM. (FACTORY CUT) SEE AD-TD-G203 FOR RADIUS CLIP DETAILS (REQUIRED THIS LOCATION). GROUND ANChOR' SEE OTHER DETAILS FOR SIZE, ANGLE AN3 OVER INSTALLATION K ON I �•,11p111ttt1N10 ANCHOR BRACKET AND 1L-DOM6'I DEVICES ARE CERTIFIED BY OTHERS FIGURE 2.2 DARA APPROVAL: Nome • .. _... C.L.Y. _ 6-13-95 JACOBSEN HOMESir►EZ SPEOMA IANS AND CRA%h4S Mr amAL rR1:?RETART. AND COjWm L DRAWING TITLE: P.D. BOX 36B VAr.%ALS or'"C0°g" ram"Acumr- FIGURES 2.1 & 2.2 !1: Soo+ MATERIALS APE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34625 KWOT ►0lt 9EWC PjVOW FAD mM E DRAWING NWBFR PHOVE (813) 725-1130 art cohnmoiu AA9 mcFtET n= ON= AD—TD-0015 '47 1 rAI TYPICAL FRAIIE I -BEAN TYPICAL LONG17UDWAL ANCHOR STRAP // (FIELD INSTALLED) / NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHAF61 CORNERS Z. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRi PPING, 1 1/44 WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGIS PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANI ARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLA STEEL. AND SEALS. CATOR BEAN CLAMP, MANUFACURED BY TIE -DOWN ENGINEERING, PART It 59011 (SEE MANUFACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) A PROVED BY T410 15 m INC. ALMANUFACTUREDHOME TYSTANOAROS ` 'JACOBSEN HOMES THESE EOFlLAT=SLAND DRAWINGS ARE DRAWN BY: M T. DATE: 6-12-01 REV. UTTER: ORIGIN PROPRIETARY, AND W*IDENTIAL DRAWING TITLE: ' „ P.O. BOX 36B'' NAIERI 5 OF JACOBSEN MANUFACWRI NC SAFETY HARBOR. FLORIDA 34595 IM YAIERIALS ARC PROMDED TO THE LONGITUDINAL STRAP ATTACHMENT RECAENT FOR 9WIC PURPOSES ANO MUST B[ MBER: DRAWING NU PHONE (727) 726-113B WA CIDrFIMMAt AND SIXRE1 FROM OTNExs AD- TTD-0016 38 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES of ZONE 1I & III/EXP. C & D `� I LONGITUDINAL TIE -DOWN SPACING TABLE E+' MIN, WIND ZONE II WIND ZONE III MIN. On MDIOR UK On k+aroR FLOOR WIDTH EA. END OF ANGLE Ell END OF ANGLE EA SECTION UKUKa EA. SECTIONSECTIONUKHL e 10'-0' 2 44' 2 56' 12'-0' 2 57' 3 42' 13'-4' 3 38' 3 50, VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III SPACING DBI HEAD LOAD ANCHOR ANGLE SPACING D' 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' 3150# 40'-50' 4'-0' 30001 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. OTY. MGM UK OIT. ANCHOR FLOOR WIDTH EA. END OF AN ED OF A.EN ANGLE O EA. SECTION NIH1. a EA. SECTION ulHt 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 DBL HDD ANCHORANCHOR ANGLE SPACING Da. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 10'-0' 12' 4'-0' 31501 40'-50' 2'-8' 31500 40'-50' 12'-0" 12' 4'-0' 3100g 40'-50' 2'-8' 31501 40'-50' 13'-4" 12" 4'-0' 3D65Q 40'-50' 2'-8' 30001 40'-50' NOTES: ENa`�� `avAt�Q�� A VAt5 T*D BY 1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWAAL OF �� •�G\S T �pC� . �j_ '•, REVISED THE ADJACENT SECTION MUST BE TIED DOW4 AT THE MARRIAGE LINE IN ACCORDANCE Q 7 ••� M1TH THE TABLES ABOVE, THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T SEP 0 9 1 BE TIED DOWN IN ACCORDANCE MATH THE NORMAL SPACING TABLES (AD-1D-0010). �• - C• INC. 2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 'n �, R' r 3. SEE AD—M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED ABOVE, p,�. •,,�n9� FED ,re, . �. ,W�1QI�. ••''��`�� •• •...•• COIISTRUCTION RAL MANUFACTURED HOME AND SAFETY STAND ,``�� JACOBSEN HOMES NOTICE ���pp! tKsEsPEcncA110nsAND DRAvu1CSARE ! Eh� R.R. DATE: 1 8-27-96 REV, LETTER P.O. BOX 368 P.O. olaDN,L PROJkCO 7, ANDW'MNUFAC Jrt IG uAI SM4 A AK ROWD CTO THE SUDI YAIERUES ARE PRONGED i0 iIIE B oRAMINc TITLE- SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (613) 726-1138 01G RIALS REOMY rOt sPEOM PURPOSES Am Iasi K ►OT CWMnk N G s[DZT n= OINIX DRAWING NUuOER: AD-TD-0020 ?6 'DS. 39 DENDUM. OFFSET UN TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS 'now,=J MAX PER AD-ID-0020 TABLE OFFSET SECTION OF UNIT W TYP. CROSS SHOWING SEE NOTE 5 FOR MAXIMUM HEIGHT TIE -DOWN SYSTEM is is PER AD-TD-0010 TABLE PER AD-1D-0010 TABLE PER AD-ID-0010 FIGURE 3.0 4.0 FOR ALTERNATE TIE-DOIN METHOD [TAEiES ON AD-TD-OD20 DM APPLY ID THESE STANDARD IAIUF-WOE SECRONS OF THE UNIT -SEE NOTE 1, AD-1D-0010.) TIP. FLOOR SYSTEM-7 III TIP. MAX ANOIOR ANGLE R ON ANGLE ANGIE ARE FIGURE 3.1 FIGURE 3.2 SEE MUM 6.0 FOR ALTERNATE TEE-DOAN METHOD �i�9tld109.'MY�ALTERNATE TIE-DOIN HETNOD NOTES: ET1a : 0 ..,• . �i, DANA APPROVAL- 1. SEE AD-M-0020 FOR SPACING TABLES OFFSET SECTION ONLY). . Na APPROVED BY 2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDUIL TIE -DOWN STRAPS REOUIRED. = ENE87 . 1 •: (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUI TS.IN f 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. (C 5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT ' ��►•• /� �: \� `` ��. ��� ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE YIN.)ZONE ZONE 3/lE OSURE '0'.' 32' MAXIMUM HEIGHT (44' 0 24' EDE MIN.) '�����rys/ANAL • �� ���`` JACOBSEN HOMES NODRAwN BY: DALE REV. LETTER: THESE s ClflcAlloxS AND AND DRAIMNGS ARE C.L.Y. 1 5-11-95 ORIGINAL, PROPMETARY, AND CONFD)ENTIAL DRAWING TITLE ❑,I MATERI OF JACOBSEN MANUFACTURING FIG. 3.0, 3.1 & 3.2 P.O. BOX 368 M MATERULS ARE FRONDED TO THE SAFETY PHONE (813) 726/1384695 � OU TRW aR SPE PUROHM Y DRAVANG NUMBER: AD—TD-0021 40 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-DOAY , SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION T1\\I11111111„/l NOTES: DAPIA APPROVAL-iD O�\fR •�F�'�•, I. SEE AD-0020 FOR S'AC:4:, TABLES (OFFSET SECTION ONLY). 1 i; •Q�, STAPPROVED BYNO FO• �Z Z SEE AD-TO-0020 FOR QUANTTY OF LONOTUDIAL TIE-DOT1N STRAPS REOIARED. (OFFSET SECIION ONLY) = NE8703571 3. SEE OTHER DETAILS FOR &OOC.4C (PIER) QUANTITY AND OTHER REQUIREMENTS. IA �'v� 4. SEE AD-TD-ODOl FOR ADDITICNAL REQUIREMENTS. T Q ,,G�� � : nww�w�sAc+u�alolE ': O•�t,; , /' VQIAN�'•� �� ��` t:aoua,elaAoTAAmsTNc•r4 - orrat ■ „ JACOBSEN HOMES P.O. 90X 368 SAFETY HA.?6 -R. FLORIDA 34645 PHONE (513) 726-1138 NOTICE.' •... TNEsE s-Eanum s AAD mu.= ARE MONAL PRWWART. AND Oa01D in YATMAS OF JACOM YARNACTOWc Ic SM MAXIMS AKPRO%= TO rot KcpcNT Fat SPWX RFFM NO hi l SE PUT twMTL& APO sECIV Mal OHM UN ..': , - C.L.Y. uAlt:: 5-11-95 my' LLIla: DRATMNG TIRL FIG. 4.0 DRAWMO NUMBER AD—TD-0022 41 R�Q� ADDENDUM C�Qgs ALTERNATE U IT TIE-DO�YN SPACING TABLES Sty) �j. [� it ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. VAND ZONE II WIND ZONE III uw. DrY. ANCHOR uut on ANaIOR LOOU v R AENO ANGLEEA END OF ANGLE CnON%DEA guIN. a SECTION MIN. e 40� 0' 2 2 45' 24'-0' 2 46' 2 60' 2 50 2 67' 26'-8' 1 2 55' 1 3 30' VERTICAL TIE-DOi / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III FLOOR EAVE DBl HEAD DSL_ HEAD WIDTH OVERHANG SPACING LOAD ANCHOR ANGLE SPACING LOAD ANaiOR ANGLE 20'-0' 12' 4'-0' 36701 20' E4'-O' 3900# 20' 24'-0' 12' 4'-0' 37001 20' 39501 20' 25-4' 12' 6'-8' 4D00 15' 3950� 22' 26'-8' 12' 6'-8' 39501E 28' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. OTT. ANCHOR UK OTY. ANCHOR FLOOR FA ENO Cf ANGLE EA END OF ANGLE O� EA. SECTION UK A EA. SECTION uw 9 20'-0' 2 50' 1 N/A N/A j 24'-0' 2 70' N/A N/A 254 3 42' N/A N/A N/A N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. W D ZONE II WIND ZONE III FLOOR EAVE HEAD DBL. HEAD WIDTH OVERHANG SPACING LOAD ANCHOR ANCIE SPACING LOAD ANCHOR ANGLE 20'-0' 12' 4'-0' NIA A NIA N/A 20' / / 24'-0' 12' 4'-0' 1 40D0j 24' N/A N/A N/A 25'-4' 12' 4'-0' 1 140001 26' N/A N/A N/A 26'-8' 12' 4'-0' �40D0j 2T , ,,,,� N/A N/A N/A ENO PIF�fB'It�PR�1ALDO �q, DAPIA APPROVAL: NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REWIREMENTS ';�,G�ST� 9F FZ �•'; - - _ _ _ 2. SEE AD-TD-0031 FOR MAIOLIUN PIER HEIGHT REOURED FOR THE LOAD TABULATED ENE8703571 ABOVE: J. 20 WDES -82' MAMULA I -BEAM SPACING ONLY. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). '�i�i `• �N�14� \�����` .._..._... — NOTTCI: �lllrl ,9FA+` DAB REV. LETTER: JACOBSEN HOMES C.L.Y. 6-13-95 11ES� SPEdF1GilONS AND DRAMNGS ARE dE0ljAL PROPKIART, AND CONIIDEM ML DRAWING 'm P.O. BOX 368 MATM&S OF JACOBSEN MANIMCflfipr6 ALT. SPACING TABLES INC 5601 MATERMLS ARE PRDNDED TD THE SAFETY HARBOR, FLORIDA 34695 R[ T ►OR 9 MM P111PO4S "WAI K DRAWING NUMBER: PHONE.(813) 726-1138 WT nAL Arm stdXn rRou DTXOIS AD-TD-0030 42 000� 0vl* ALTERNATE TDEEDOWN SYSTEM(S) 4 TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 5.0 S. FIGURE LI FOR RECOMMENDED 'HIE—DOTN RTHOD IMPORTANT NOTICE: 91 ROTE 4 FOR MA)= HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH ('TYPE 2), AUGER ANCHOR TIfII A DESIGN LOAD (TORIONG LOAD) RATING OF 4,ODO POUNDS AND AN ULTDIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVD.ANT ANCHOR MIXTDIG THE ABOVE SPECIFICATIONS WE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN I. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS. ALL WIND ZONES AND IN BOTH EXPOSURE *C* AND EXPOSURE V. HOWEVER, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX 2. SEE OTHER DETAILS FOR BLOWNB (PIER) OUANRTY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE 3. FOR FIGURE 5.0 SEE ALTERNATE TiE-DOWN SPACING TABLES (AD-7D-DO30). RECOMMENDED METHODS FOR INSTALLING FRAME TEE -DOWNS. 4. ZONE 2/EXPOSURE V. 3t MAXWQM HEIGHT 'D': ,Inunn,. ENC �tNEiR PRDVALyT.- '' •���i,. DAPIA APPROVAL ZONE 2/EXPOSURE 27' MW.iM HEIGHT ���N . ZONE J/EXPOSURE 'C': 30' MAX:LfJM HEIGHT ��� O , • 1ST E�F �s ZONE J/EXPOSURE V- THIS APPLICATION IS NOT APPLICABLE. No, J :�/i TE J (r�y•:�/�r7. IL,•ty\ w i .' M:r $ LTiAll:••1A,:,^.=F�� JACOBSEN HOMES NOTICE: "' Il" THESE SPEOnunONS ' ORAWN BY: C.L.Y. DAIS 6-13-95 REV. LETTER: P.O. BOX 368 AND DRAW= ARE OMONAL, PROPRIETARY, AND wall im LIATERIAIS OF JACOBSEN MANLIFAC7URWC DRAWING TITLE: FIG' S.0 „ SAFETY HARBOR. FLORIDA 34695 M $)Of MAh7bU ARE PRONGED TO THE RECP[NT FOR SPEOnc PURPOSES AND Y05T BE DRAWING NUMBER PHONE (513) 726-1138 IVT Ca► MRAL A10 YOKE FROM OTHERS AD-TD-0031 43 1CA�� VS NG S<E oo T � �� ln�5 ���, � ADDENDUM 1tM5 �qpfT 0Cu`�C g v� �E-IALTERNATE TIE —DOWN SYSTEM om TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NDTE 5 FOR MA) " HIDFITT FIGURE 6.0 FIGURE 6.1 SEE FIGURE 31 FOR RECOMMENDED TIE -DOWN METHOD SE6 FIGURE 12 FOR RECOMMENDED TTE-DOWN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TTE—DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR T1TH A DESIGN LOAD (TOREFNG LOU) RATING OF 4.000 POUNDS AND AN ULTIMATE IDAD RATING OF 6.000 POUNDS MUST BE USED. AN EQ➢IVI.ANT ANCHOR MELTING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE 71E-DOWN METHODS SHOMN ABOVE ARE ACCEPTABLE FOR USE N 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. INSTALLING WJ40 ZONES AND IN BOTH EAPOSURE: 'C' AND EXPOSURE 'D'. HOWEVER. BY INSTALLNG THE FRAk TIE-DOMTI STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX. 2. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOUIREMENTS. HEIGHT OFF THE CROUND IS GREATLY REDUCED. SEE 07HER DETAILS FOR THE 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (LID-TD-00201 RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. 4. FOR FIGURE 6.1 SEE NORMAL ME-DOMH SPACDTG TABLES (AD-M-DOIO). ' ENGINEER AAA DAPIA APPROVAL: (ALSO SEE AD-TD-D020 AND AD-TD-Don) .``��� ` C. S. IONE 2/EXPOSURE'0- 32' MAXIMUM HEIGHT O`I`,G�STE''• �F '�APPROVED BY ZONE 2/EIFOSURE 'DDN ': 2V MAXM H 13GHT ZONE J�OSURE ID': 28' MAXIMUM HEIGHT � � Q` N0. E870 7 � JUN 1 5 in -• = AINC Ile s' JAC O B S E N HOMES THEN SPEanCATI ONSS AND DRAWNGS A�'AREU' i a1:A mnn++ ' C.L.YDATE REV. LETTER . 5-30-95 ORIaNAI. PR'PRIETART. AND 0➢NEDO,TML DRAWING TITLE- P.O. BOX 368 MA7WA S OF JACOBIN MANUFACTURING FIG. 6.0 & 6.1 „ INC. SUW MATUAS ARE PROYMED TO THE SAFETY HARBOR FLORIDA 34695 , 110W FOR SKCFIC mom mo wp LIE DRAWING NUMBER: IaW PHONE (813) 726-1138 T akFWR4 NO SEOV MOM OHM AD—TD-0033 45' ADDENDUM ��C�Ogs ALTERNATE TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE A I FAIN. WIND ZONE II WIND ZONE III ANCHOR . AN OR r FLOOR EANDT'CF ON FA SCTIN ANGLE YIN. A EA. END OF EA SECTION ANGLE YIN. B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' �1]4 I VERTICAL TIE-DO�/ FRAME TIE -DOWN SPACING TABLE FAN. MAX. WIND ZONE II WIND ZONE III SPACING D�� ANCHOR ANGLE SPACING OBL. HEAD LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 39000 22' 13'-4' 1 6' 1 5-4' 38501 1 25' 5-4' 3960# 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE FAIN WIND ZONE II WIND ZONE III FLOOR YIN. OTT. EA END ANCHOR ANGLE YIN. OTT. EA. OF ANCHOR ANGLE WIDTH EA SECTION UK Ex SECTION MIN. B 1 _ t1� 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 SPACING Dim HEADANCHOR ANGLE SPACINGDEL. HEAD LOAD ANCHOR ANGLENc FLOOR EAVE WIDTH OVERHANG Low 6' 4'-0' 39501 25' 2'-8' 39301 20' 13'-4' 6' 4'-0' 39E01 25' 2'-8' 4000# 30' THIS ALTERNATE APPLI ATION REQUIRES111,,,000 POUND ANCHORS EN(;?gt� PRt L OF �/� `%% ..... DAPIA APPROVAL 1. SEE -TD-000l FOR ADDITIONAL REauGiEYENTs ` Q�\.•C,%STE.9 �'., �:��• No. 0 APPROVED BY 2. SEE AD-ID-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE TABULATED ABOVE. LOADS = ENES703571 •:S _ _ON •� 000or fl o 1 5 18 3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEINALL NOT FRONT OR REAR. = : .• IN 4. ABOVE TABLES APFLT TO 160' FLOOR OR 144' FLOOR MOTHS MATH I -BEAM SPACING, 96' MA)DMLN SIDEWALL HEIGHT AND 6' M 95 1/2' SIDE � t7 / � � �� y� '�4t` • Q 1, �. •,(�\ ��• manutaaAws�RTTt1TAovq OVERHANG MAX EACH SIDE OF UNIT) '��i���sl• E� OVERHANG (6. ," ����� JACOBSEN HOMES N017C� •ttt THESE 7EafuA4d AND DRAB 0wom I, PRDPRIE mt AND CCIRIOENTIAL (>AFM :. C.L.Y. DAIE 5-30-95 LETTER- REV. LETTER DRAWANG TITLE TABLES ATDbuS Cracom MANUFACTURING ALT. SPACING P.O. Box %a Mir SAFETY HARBOR. FLORIDA 34695 SUCH MATERIALS ARC PROM M TO THE �aT Fat SEtl1C ROM NO MA51 BE DRAWNG NUMBER AD—TD-0040 PHONE (B13) 726-1138 T t�ttDENT1AL uo sa+tT rRDM o1wtS 46 R'tp ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS MOLE M E FIGURE 7.0 SEE FIGURE L9 FOR RECOMMENDED TIE -WIN MMD IMPORTANT NOTICE: SEE NOTE 4 FOR MAXMUM HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TW USING THIS TIE-DDIN CONFIGURA170N A S9'YlE CRPST PRODUCTS YODEL 573H (TYPE 2). AUGER ANCHOR VM A DESIGN LOAD (TOREDiG TOAD) RATING OF 4,000 POUNDS AND AN ULTILAIE LOAD RATING OF 6,OD0 POUNDS MUST BE USED. AN EQUIVI,ANT ANCHOR MEET NG THE A80VE SPECIFICATIONS MADE BY ANOTM MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOYM SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 28' MAXIMUM HEIGHT ZONE 3"OSURE 'C': 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE '0': 28' MAXIMUM HEIGHT 5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES THE ALTERNATE TIE-DOW METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOKVEP, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' (-BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY R©UCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALENG FRAME TIE-DOWS. DAPIA APPROVAL' APPROVED BY ON 14 �5 INS ca.....u. wowmnvvmm JACOBSEN HOMES P.O. P.O. BOX 368, NOTICi± ''���FrHH THESE SPEOFIGITX7N5 AND ORANNGi ARE WODIAL, PRWKTARY. AND CQWMTUL MA704ALS OF ,IACORSEN MANXACTOW iiil lam° . C.L.Y. DATr: 5-30-95 REv. ""TTm DRAWING TITLE- FIG. 7.0 „ SAFETY HARBOR, FLORIDA 34695 NG SIIGH MATERMIS ARE PRW= TO TIE 11ECP W FOR gf= PM3OSLS NO MAT K /H` DRAWING NUMBER: PHONE (813) 726-1138 1DP7 CWDHNIK AND SECRET FRW DTHOTS AD-TD-0041 47 ADDENDUM SC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL tBl ( I \ FRAMLL COMEEOFF HOE 'TOP'ROF THEAP IL BEAM SEE DETAIL V DETAIL 'A' UCKLE WITH Y MINIMUM (D�150j SIGN LOAD) DETAIL 1 B' NOTES:. 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP AT BEAM —OTHER METHODS THAT ARE CERTIFIED THE REQUIRED DESIGN LOAD OF 3150# MAY BE 2. PROTECTION SHALL BE PROVIDED AT SHARP COI WHERE THE ANCHORING SYSTEM REQUIRES THE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS MEET PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. Yc==* DETAIL `C' THIS TYPE OF PROTECTION MAY BE USED FOR PROT ;gjI?NPIATi LONGITUDINAL TIE CONNECTIONS ALSO. •``\\.\\��' ST11 RF DANA APPROVAL: 'Q No. o '• APPROVED BY 910334 - s 0 :_ STATE OFNil "p ' N `f Z C0*7KIGTWMAD ItIl ME D AND �D OTHERS NOV 2 4 1998 jo IN IF JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, 'FLORIDA 34695 PHONE (813) 726-1138 OR uA N RE ICCP sE sKanCANTIONS'AAM DRAWNCS ARE NAL FNNGPa[TARr, AND CONFDEHIIAL ALS OF JACOBSEN MANUFACMFUNG SUa1 NATERIALS ARE PROVED TD THE I FOR SPECFIC PURPOSES AND MT BE CWMnk AND SECRET FROM OTHERS. DRAWN BY: M T DATE REV. REv. LEVER: DRAWING 11TLE: MISC. TIE -DOWN DRAWING NUMBER: AD-TD-0050 48 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR WL OTY. AM43R UK OTY. ANCHOR WIDTH Ell Do OF ANGLE EA END OF ANGLE ^ Ell SEcnDN InN. a Es sEcnDN Lml. e 364 3 40 3 25 O VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE n WIND ZONE III FLOOR WIDTH WIDTH EAVE OVERHANG SPACING DSL IW LOAD R4 i ANGLE SPACING DBL HEAD LOAD ANGLE 30'-8' 6' 6'-9' 3150I 41-46 5'-5' 31501 44=49 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND Z014E U WIND ZONE III FLOOR A. OTY. ANGLER OTY ANa+OR EA END OF ANGLE EA DO OF ANGLE A, WIDTH �0 EA. sEcnoNuD1. a EA SEI:TIDN NIL D 364 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE H WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DL HEAD Low AN° ANG1E SPACING m HEAD ANQIOIi ANGLE 6' 4'-6' 31501 46-50 4'-0' 31501 49-52 VANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. CALa g4.r%I~ NOTES: a1Gl .. �j�.'.,, '''�� DAPS APPROVN:,.., 0 S I. SEE FULL ADDENDUM FOR ADDITIONAL RECUIREMENTS. ��Q4G\NO Rlc-`` APPROVED BY 2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS 910334 = TABULATED ABOVE -^�.• STATE OF' -7 Q-- = NIP INC. I �. �.� mm CPO* coaneclCglJOfliFlisTwa>ta � r � JACOBSEN HOMES NOTIC TNESE SPEa►ICATIDNs AND oRAnraCs ARX: AWN BY: DATE REV. LETTER M.T. 2-8-99 BOXc 365 m ORIONAL PROPRIETARY. AND OO lmmlIAL MATERIALS OF KCMSEN UWAC7mWc DRAWING TITLE:P.O. NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 �P1�aq SPECM NKIRPMSS Nu I�1� KPI COMU T4 AND SEOIET nlou OMDK DRAWING NUMBER: AD—TD-0070 i CD 49 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAX PER 0-TO-0010 TABIF PER AO-M-=Q TYPICAL CROSS SECTION SHOWING TIEDOWNS SET ANCHOR HEAD SEE TIP. ILOOR 1.1.1.fM ANGLE SEE NOTES: 1. SEE AD-TD-OO70 FOR SPAM TABLES. Z. SEE AD-TD-0070 FOR OUAMTY OF LONGIWAL TIE_4XM STRI 3. SEE OTHER DETAILS FOR BLO0 W (PER) OUANTITY AND OTHER 4. SEE FULL ADDENDUM FOR ADDITIONAL REOUIiEMMTS. 5. ZONE 2f XPOSURE V. 56- MAXIVUM HEIGHT ZONE 2/DPOSURE V: 40' MAXIMUM HEIGHT ZONE 3AXPOSURE V: 56' MAXIMUM HEIGHT ZONE 3/EXPOSURE V.- 4Or MAXIMUM HEIGHT JACOBSEN HOMES „ P.O. BOX 366 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 PER AD-ID-0010 TMI E PER AD-TD-WO TABLE PER AD-M-ODIO TAEIE 'MAX FIGURE 10.0 ZO MR A67II01A1E 11E-DOWN METHOD TTP. am —a1ASSS ANCHOR ANGLE FIGURE 10.1 50 MR ACIERIEAIB W-DOWN METHOD s SEE NOTE 5 FOR MAXIMUM HEIGHT N C wl. f (, Ol•- 9/. °1gKE�GEgF c�! No. o :Q REQUIRED.910334 1UIREMENTS. 5 -o STATE OF N E SPEarICATMS AND DRA";S ARE MAl. PROPRETARY, Ate CONFDL7i71AL DRAWING FIALS OF .PCOBSEFI UZACi:= 5" MATMALS ARE PRaffiM TO lI E on FUR SPECMx K PM AEID MST RE DRAWING Cm#v MML No WOO FROM ODD VANNONE III (110 MPH) 20 PSF ROOF 10 PSF D.L DAPIA APPROVAL•, APPROVED BY >Or . IN INC. jyQ FEDERaLWINtRAM"OHO►E A( caum�aMosAfEnnMoiums M.T. DATE. 3-1-99 REV. LETIER: FIGURES 10.0 AND 10.1 AD- TD-0071 50 ADDENDUM �1 ALA - 0 NORMTIE-DOWN AL TIE DOWN SPACING TABLES 'o.z Z. ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE it WIND ZONE 01 �r V 10 Vv FLOOR WIDTH UK On. EA END OF Ell SECTION ANCHOR ANGLE YAW. B YIIL OTY. EA D0 OF EA SECTION ANCHOR ANGLE WLl. 6 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III SPACING DeL HEA LDS ANCHOR mw SPAONG DBL HEAD LOAD ARMOR ANGLE FLOOR WIDTH EAVE OVERHANG 154 6' EACH SIDE C-10' 31501 40-46 5'-6' 31501 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MiN. MIND ZONE II W 14D ZONE III v �O FLOOR WIDTH uw.OTY. EA. OF EA. SEC110N SEC ANCHOR ANGLE YIN. B uulQTY. EA DO OF Ell SECTION ANCHOR K LE YAI. 6 15-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND Z(XgE 0 WIND 2ONE 10 FLOOR WIDTH EAVE OVERHANG SPACING DOL HCfD LOAD ANCHOR ANGLE SPACINGLOAD Da. HEAD ANGLE 15-4' 6' EACH SIDE 4'-6- 31501 42-50 4'-0' 31501 44-50 VNNDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALLS. C AV NOTES: 1. SEE FULL ADDENDUM FOR ADDITIONAL REOUAtEMENTS. 2. SEE AD-TD-0073 FOR MA>Ol4JM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE. 3.. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO IB4• FLOOR WIDTHS WITH 95 1 /2' I -BEAM SPACING, 96• MAIMUM SIDEWALL HEIGHT AND 6r MAXIMUM SIDE OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT). ENGI`N`IA OV TIJ r,, `�`� (�Pe: G\ST E/Q ••Y�� :'Q`� No. Oro ••. '; S 910334 lON — '. -o • STATE OF ,���+ •••. ''���� • D P •���` ' tr oAPu APPRovu e APPROVED BY _ INC. msn�t,iolwo�> HE JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTE fENE THESE sPEoncATroNs AND oaAWNa ARE ORIQNAL PROPRIETARY. AND CWIOENTIAL MATERIALS OF JACOBSEN YNNfACTURINC W- SUCH NATETaALS ARE PROVIDED TO THENORM. REtnal fCR glom mms AND "I BE 1TPT CONnDENTUI AND SECRET IRON OTHERS 1t BY: M.T. DATE 2-8-99 REV. LETTER: DRAWING TITLE SPACING TABLES DRAWING NUMBER AD-TO-0072 n 51 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS RE-DOWS MkX PER AD-ID-0012 TABLE PER AD-TD-0012 TAKE TYPICAL CROSS SECTION SHOWING -TIEDOWNS SEE PER 0-TD-0012 TABLE PER AD-TD-0012 TAKE PER A11-TD-0011 TIDE MAX FIGURE 10.2 2.0 FOR ALTERNATE TIE-DOW MMOD TIP. BOOR 1s SEE NOTE 5 FOR MAWN HEIGHT N ANDICR ANGLE A� �� Nq /�I.�ill. .y^ C SET AHOIOR LEND FIGURE 10. 3 (1110 ►°I H) III OF HONE (TIP) SEE FIGURE 7.0 FOR ALTERNATE TIE—DOITN ID: D. 20 PSF ROOF //10 PSF D.L REF. CAI.CS L Ar9 9 2 . �% 9 2 ` (4& NOTES - - ENc�N>?.�PAOVAL� �7i {1/�l •,� DAPIA APPROVA 1. SEE AD-7D-0072 FOR SPACING TABLES AND NOTES. : •Q�, No. Fo ..• APPROVED BY 2. SEE AD-M-0072 FOR OUMOTr OF EONQTUDLAI. TIE -DON STRAPS A 1000. 910334 ' 3. SEE OTHER DETAILS FOR BLOCKNG (PER) QUANTITY AND OTHER REOUIREMENTS. �•�IN I 4. SEE RILL ADDENDUM FOR ADDITIONAL REQUIREMENTS.OF 'O': STATE ; 4i 1 �( INC.. ZONE 2A *vSURE UM 56' MAXIMHMIT ZONE 2/EFOSLW V. 56' MAXIMUM HEIGHT 'C: �Q' : A , . V � 0 POOvrs�c�u�KaENo MMO� ZONE 3/E�OSURE 56' MAXIMUM HEIGHT Q� � • s' . Ci ZONE 3/EI�OSURE V.- 56' MAXIMUM HEIGHT JAC O BS E N HOMES Two NOTICE.: SPECIFICATIONS AJ - - 04 ARE Y: M.T. DATE: 3-1-99 REV. LETTER DRATIANG ATLE: FIGURES 10.2 AND .10.3 OROAL. MA PROPRIETARY. NO CCMFIOEi ENTIAL � ALS OF y10" MMWACRMM P.O. BOX 368 „ EI SAFETY HARBOR, FLORIDA 34695 kYC FEMOT YATARE IOED PROYTO THE RR WE= PORPM AID VUST BE DRAWING NUMBER: AD-TD-0073 PHONE (727) 726-1138 Wr FMM& Mao SEOU RM onus ADDENDUM �R�s OFFSET UNIT TIE -DOWN SPACING TABLES 1 ZONE II & III/EXP. C & D 11 �,11• LONGITUDINAL TIE —DOWN SPACING TABLE (�1 MIN. WWD ZONE I WIND ZONE W FLOOR MIL QTY. ANCHOR ILL oTY AWN MOTH EA. ETD OF ANTE U ES OF ANGLE EA. SECTION MIL 0 EA SECTNIN MIN. 6 12'-0' 3 47' 3 61' 14 2 54' 3 41' 154 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE M MOTTHH OVERHANG EAVE SPACWG In ML WA ANCHOR ANHif SPACING� ANWOR ANGLE 12'-0' 12' 5-0' 31501 40' 4'-00 31501 39' IS-40 12' 5'-0' 31501 41' 4'—r— -0' 30001 40' 16 4' 12' 5'-0' 31501 43' 4'-0' 30001 42' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE I WIND ZONE NI MR QTY ANCHOR WL QTY. ANCHOR FLOOR WIDTH EA END OF ANGLE EA EN D OF ANGLE O EA SECTIOIL WE 0 EA. SECTON OWL 0 12'-0' 4 45' 4 60' 13'-4' 3 45' 3 60' 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE . MIN. MAX. WIND ZONE I WIND ZONE I SPACNO DBI. WA In ANCHOR mu SPACING OBI. HEAD IDAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 12' 4'-0' 31501 40' S-O' 30001 38• 13'-4' 12' 4'-0' 30651 41' 3'-0' 30001 3T 15'-4' 12' 4'-0' 30651 43' 3'-0' 30061 41' NOTES: l -615 - C41,G5, C- SL 1-6 101- 14 . 12- ENg M APPjtQYI1L�a 11 to• RIF. CALCS(C -- U - 1 %r i/- 1. OFFSET SECTION TMTH THE MANAGE LIE WALL Damm BE7toND THE ENDWALL of .•`�����' �IFi �sl7i p THE ADJACENT SECTION MUST BE TIED DOM AT THE MANAGE LINE IN ACCORDANCE �:.�Y� qr •,'% �. i'ffdftD BY O IMTH THE TABLES ABOVE THE SNIEWALL SIDE AND THE ADJACENT SEC110N(S) ARE M • ; BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (SEE AD-TD-OD10 • JUN • FOR 12W & 1S-4' TMDES, AND AD-1D-0070 FOR IS'-4' W ES} 2 SEE AD-To-0001 FOR ADDITIONAL REHKARElENTS • # I STA C. 1D 1 SEE AD--MBI FOR MAXIM PIER HEIGHT REQUIRED FOR THE LOADS TABU ATED I^ �: • Q �� I v ORtoV*00'��4'� ABOIiE. •. LMANUFAMREDHOME JACOBSEN HOMES >rm srccmrfm me ou + ::..1110*1T. ' 6-8-04 " PA, BOX 368 . 040MK• I MMUAW. AM KAmaALs OF AACOM rANur la+ Aw„� „,E m DRAWING nnE OFFSET SPACING TABLES DRAIMNG NIAM AD—�— SAFETY HARBOR, FLORIDA 34695 PHONE (727) 720-1138 IIiMW FOR 9 M PITH Q0 IuT OmfEDI L uO 9�1 63 TYPICAL SIDE ELEVATION (W/ OFFSET SHORING TIE -DOWN SPACINGS- ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM u PER AO-16-= TAM I PFR AD-1D-0070 TAHf 0 AD-1D-0070 Tma 0 AD-"70 TARE M OFFSET SENOR OFm 0R AD -TO -MO TABLE OR 0-1D-0010 TAEIE OR 0-TD-0010 TAEIE FIGURE 11.0 SIZ F102 4.0 MR AL'D MIR 72-DDVN 1D:MD DIE 5 M HE NOTES: 1. SEE AD-1D-1= FOR SPAM TABLES (OFFM SECTIGN OIC6 2 SEE AD-1D-= FOR OUANITY OF LMlUDK TE-DOWN STRAPS (OFFSET SECTION ONLY) 1 SEE OTHETI DUALS FOR OLOCI(NIG (PER) OUMTITY AND OTHER RE 4. SEE AD-M-0001 FOR ADOIIIONAL REQU MAMTS. 5. ZONE- 2/E10' IRE V- 4e MAMA NENNIT ZONE 2/EXPOSINE V. 40' MAMW NE W-36' FOR 12'-O' WIDE ZONE 3 V: 4e MAXNIUM HEIGHT ZONE 3/aPOSURE V: 40' MAU M HEIGHT [TABIi3 ON AD-10-0080 DO NOT APPLY 10 UK SWARD OL14 DE SEC➢011S OF 1EE MIT -SEE NDE 1, AO-i AMI TIP. FLOOR SYSIEII-7 III TIP. NiDgt Ni(iE NIM ANGU:� G drl2 �C guC' I9,r/ � FIGURE 11.2 , 7 , 08 SIX. UMM�Dowcr >�on DAM APPROVAL 4, P PPROVED BY ►� I �w : f JUN I 1 20 INC. FACTORED HDME AND SAFETY STANDARDS JACOBSEN HOMES mnc>� A"" DATE REV. LETTER JWMA aPICJI7M AIo MAWM AM M.T. 6---8-04 PROFMA Y. AND ca muft DRAW G 111E.FIG. 11.0, 11.1 & 11.2 A P.O. ETO% 368 OF JACO r MANUFAcnrfalc�ulewAls N1E PROMO®W 7NESAFETY HARBOR, FLORIDA 34695 R 9Ef>F1C MOM NO MIST BE DRAY" NUMO: PHONE (727) 726-1138 iR OCIiiDWIL NO SECRET FROM 01NR4 AD-TD-0081 54 ADDENDUM ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATIDN (W/ OfFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: 1. SEE AD-TD-0000 FOR SPACING TABLES (OFFSET SECTION ONM 2. SEE AD-TD-0000 FOR OUANITY OF LONGITUDIAL TIE-DOAN STRAPS REOUDIED. (OFFSET SECTION ONLY) I SEE OTHER DETAU FOR BLOCKING (PIER) OUANTTTY AND DINER REOUIRENENTS. 4. SEE AD-70-0001 FOR ADDITIONAL REOUIRENENTS. SEE ClieGS, A-, -sd- l6.01- SECTION L a [ft "''111. 910334 A : STA i ` or. tw PIA APPROVAL: L) i JACOBSEN HOMES THESE 9PECIi1CATIONS AND DRAUNGS ARE DRAYM BY. R.R. DATE. 5-9-01 REV. LETIER. OWDIAL. PRMXTARY. AND OOliMIAL DRAWING TITLE: BOX 368 MATERIALS OF iACOM YAM FACTURYIG FIG. 12.0 P.O. • FLORIDA34695 W_ 59CN MA10 S ARE PROMDED TO THE SAFETY HP.D. k a PHONE (727) 726-1136 �ar►a � APSC�s= M DRAWING NUITBER AD-TD-0082 55 ADDENDUM �GV�1s ING & 101 108" HIGH S EWALL TIE —DOWN SPA TABLES 1 ZO EII&IIIEXP. C& LONGIT INAL TIE —DOWN SPACING TABLE (�1 I MIN. WIND ZONE I WIND ZONE N FLOOR f. mom ML OTY. AC0 [4E.W ff EA OF AQi�TM a wL a EASWIM ae 26'-8 42 3 53' 52' 4 45' VERTICAL TIE—DOW� / FRAME TIE —DOWN i SPACING TABLE MIK MAX. IOND ZONE I WIND ZONE M SPAONC Lw NON ANCE SPA= °�� ANCHOR ANOE WIDTH T OVERHANGOVERHANG 26'4 6' 6'-8' 3150# 40 =50' 64 31501. 40 =5O' 30'-8' 6' 6'-8' 31501 40 -50' S'-4' 3150 f 40'-50' LONGrwU INAL TIE —DOWN SPACING TABLE MIN. . WIND ZONE I WIND ZONE 16 OTTANOIOR rCE6,ff AH(iE WL OTY. HA ENDff ARMWIDTH ANL1E FLOOR C101 lO1 SET:TIOE1 H�L 8 �Q ® FA 26 '-Ir 4 41' 4 5T 4 51' 1 4 70' VERTICAL TIE —DO / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIM ZONE I WIND ZONE M SP� LM MUR NNiE SPACNG � ANDHOR MCLE FLU OVERHANG 26'-8' 6' 5'-4' 3150/ 40'-5(r 4'4 31501 40'-45' 30'-8' 6' 54 31501 40'-50' 4'-0' 31501 40-45' 1NNDZONE fR (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM C , Il:.. :.', OW APPROVAL: NOTES:EN , : G�t1a=Tcq �.y :� APPROVED BY 1. SEE RNL ADDE1rM FOR AWTMAL HEODIRENENTS No.0045484 y 2. SEE AO-TD-M FOR Mk=N PIER HElfiiTS REOURED FOR THE L TM U ABOVE. .t A ''�'•�� r:OR1�p' •• •''� `� FEDERALMANUFACTUREO HOME ♦ %�' NG CONSTRUCT ION AND SAFETY STD+ lJ�1RDS •1j RED E �.�' JUL 2 7 ?Qll� JACOBSEN HOMES �" �► M.r. DAZE o7-20-04 I HETTEr� DRAING 11RE- 108' HN 51DEWML SPAM TABLES P.O. BOX 368 PIEIAIY, AM CMEONX F'"00M" """�`"C"'� WIMS ARE 1'It01ED 10 1E *F0 DRAMNC ERN BER: AD—TD-0083 SAFETY HARBOR, FLORIDA 3*95 PHONE (727) 726-1138 9W i1f1'06E5 NO W E nK Ao swu am ONK 56 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TIE -DOWN SYSTEM FIGURE 10.0 TYPICAL CROSS SECTION SHOWN TIEOOWNS TV- MW SM-7 T1P NIm NIBS Tr mm" FIGURE 10.1 sm Now SR31 y NA1 " HB01T AMm mu v- Ig,o(- (0, z VANDZ:ONE M (110 MPH) 20 PSF ROOF 10 PSF D.L NOTES% �; ' • �'t. uAM F#?7WFC BY 1. SEE AO-ID-4W FOR SPAM TMn GYA�IF APPROVED 2. SEE M-TD-OolL7 Fat OUOTY OF IralOTi M TE-000 STRAPS FMOLO Dl ":i ;• a J. SEE OTHER OETMS FOR BLOCMIG (PER) QUANTITY NO OTHER REQURE]E]1TS. � ! � 4. SEE FUL ADOEMM FOR A0011IONAL REQURElOM r Q IN S ZOW 2ADMIRE W. 3r YAIOYW HEICNT nW 2/01PORK V: 2r NAMN HUNT (� ••.. ff f , r "� ORIa �. INC. 1 ZONE 3AE�tIRH V.- 3r YA>01A111 HEIGHT ZONE 3/E�OSiIRE V. 3Y VAM W HEIGHT �� C� . � � � •••�•'� �� �� MANUFACTURED HDTA ��� T��i�D£N COF1STRlICTIONANDSAFETYSiA,UDARUS GOtIST 6. ALL SPECINP mom ARE BASED ON 2O' ROOF ANCUE wuL ,� h� 1� Lw� JACOBSEN HOMES+• M.T. 07-20-04 MA06 ' FIGURES 10.0 AND 10.1 P.O. BOX 368 QOGIM. FMPW Y."CM#Vomk MAMULS OF iiN70M ~AC11/M SAFETY HARBOR. FLORIDA 3095 PHONE (727) 726-11311 MG S001 YII1WIIlS M PA0= 10 W falm F01 SR C RIF= NO No E CWM K W I= FM o1M DRAINNC A0-1D-0084 57 ADDENDUM 11 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES p �.D' ZONE II & IH/EXP.. C & D LONGITUDINAL TIE -DOWN- SPACING TABLE ZND ZK 1 WIND ZONE II FLOOR • 18L Ort mm WIL Ott AMm WIDTH 0 u lr 23'-4' EEA SEW 2 MIX 58' mccrof 3 1L 43' - 24'—O' 2 62, 3 45' VERTICAL- TIE -DOWN FRAME TIE-DOYPN SPACING -TABLE NIL MAX ND Ulf 1 WIND ZONE AI FLOOR WIDTH EAVE OVE3MG . SPAM ' DBL HEAD LOAD moo AHaE SPACK ML HEAD . LOAD moo ANaE 23'—C 69. C-8' 31501 49' 5-4' mal 45' 24'-0' 6' V4' . 3150 49• 9-4* 31501 45' LONGITUDINAL TIE -DOWN SPACING TABLE WIN. WIND ZONE I TNND ZONE q! FLOOR YDL DT1: AMU mn fit: A1Am WIDTH EA DO Or muEA DO a O 23'-4' EA SECDOR 3 UK, 1 48' EA SfCiIQ1 4 YVL 1 IX 43' 3 5T 4 -45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE NIL MAX WIND ZONE I no XNE III FLOOR WIDTH EAVE OVERHANG SPAor1c DL Km LOAD ANQIOR ME SPAOIG OIL HEX LON ANOIdt Axc1E 2S-4' 6' 6-4' 31 47' 4'-0' 3in 43' 24'-0' 6' 9-4' 31501 41' 4'-0' 3150 43' 108' MAX SIDE WALL HEIGHT WINOMNE 11,111 (110 MPH) 20 PSF ROOF 10 PSF D.L IV. CALCS. ' - �`isiallrrrrr�J� NOTES: ..=0 '� DAPu► APPtlOVAL: 1. SEE FULL ADDDWUY FOR ADDIMUL REWiI "M : G�` •9 �;,� ✓ J APPROVED BY ON 2 SEE ACN-7D-0Deb FOR YAIOWLI HER HE00 REOUdiED FOR THE LO ti �L• {�� Dec• 13,2006 TABLUIED • AM.s • / • •"`�a I111V. AIr w it u A E LIF y`• E CQKS7N=WN ACID SAFETY STANDARDS JACOBSEN HOMES NoTLcE '105311 lbw TIESEvwmAxnANDORAlInAAtE elf R.R. DAME: »-28-06 REV. LEiIER: r.a eox Asa WMAL ► ME MC AND WfKNIAL DRAWIC YA70M S OF NZOM MAIWACPAW IC WM UATauu AK FW4M TO „� ATLE 108' HICK SIDE YYAIl $PApNG TABLES SAFETY HAR(%. FLORIDA 34695 PHONE (727) 726-1138 �oR rot aw Am= AND uff 11 DRAWC LOT DIDNDDIYL NO SOO TV= 0RO6 MA18ER: AD—TD-0085 • - 58 ADDENDUM _ TIE -DOWN SYSTEM TYMCAL SSE ELEVADON TYPICAL CROSS SECTION SHOVIING TIEDOYMS SET MOO o ®m FIGURE 10.0' �I iTs'teitm iriN AMUbIt 9YFT �E111CA1 FIGURE 10.1 i SM NOTD S FM y tAMN ADMIT W WOK MJRI (110 MPH) 20 PSF RODF 10 PSF O.L. ' 'ttstt:3ltt��� � TABLES.•`�O:�;ff (?'� .ter �i�� DAPMI APPRINAL• APPROVED BY 1 10-goes FOR SPAQID 2. SEE AD-ID-M FOR ajANM OF LOICTMAE K-DDNN STRAPS REOUtFD. : b f• ' .e 3. SEE 01DO DETARS FOR DLocK w (PER) DumnTT AND orto REOUOIEMENIS FiO. E84 so , Dec 13,2006 4. SEE F1A.L AODEMu FDR AD=k%L REa1NREMDHS. S. Zw t: 44' MAMN HEIGHT :• IN 7PINC.ZONE zoHe 2�0 ro: 2r mAm T4� w % i D.6: : 3/E1D'OSURE 'C: 44' 41AImN31 xoarT ZONE J�bIPOS1IRE be ]S' MAMKM NEK'117 A +„ - ) '� ' �`` �¢„?Y;•.•1� •� CONSiRUlY1o11/u1DMAFETTSTAMDiRDS 6. ALL S9ECMT10H6 ARE BASED ON 20' ROOF ANGE MAX AND 106' MAX �� �i j••.� ....••'• -��•► y� S1DEwALL MOM of Fn ti1� JACOBSIEN HOMES '�01 �Ait p(K ypEGfICA1016 AAO DIIRIMNS AI[ �% . � R.R. DATE 11-28-06 RL1L IETTiIt muc 11T1E: FIGURES 10.E AND 10.1 OMCNAL MIOrNum AIM copmeu Q MAwaks IE A,T:oem WMiAt:RNMw P.O. BOX 360 ILE uC A101 MATMAIS At MWAKD TO K MAIM MIMBER: AD—TU— 0086 SAFETY HARBOR. FLORIDA 34693 PHONE (727) 726-113E KaeR la! !�L gRQgS Al0 M W K Avr a>Arwo�tAt ao !0[7 na OAVlK . ow NORV Z ADDENDUM (108 PIDEWALIP) TIE —DOWN SPAfta TABLES �.`�. � k%4 NE Il & III/EXP. G & D �- O�V LONOITUDINAL TIE —DOWN SPACING TABLE FLOOR M 00 Z04E Is Ok Of Oro u Ecn* s 1* a o OF FEk %cask A4V* �l e 12`-0` 2 53' 3 40' 13 -4` 3 37' 3 46' 15-4` 3 45' 4 40' VERTICAL TIE— DO / FRAME TIE— DOWN RACING TABLET VN. FLOOR #DTH VAX EAVE OVERHANG I WND ZONE ll W Z04E NI VAX TIER HEK T AkaE SPA* �� Aip10R AkpF' 12'-0' 6' EACH SIDE 5-4' 72` 35' TO 41Y S-4' 38' 45' IS-4' a EACH SIDE 5'-4' 80` 35' TO 40' 54 42' 45 15-4' 6` EACH SIDE T-4' 80` 40' 5-4' 46" 45' 1 LOWITUDINAL TIE— DOWN IPACING TABLE NOWZONE FLOOR II ZONE Iu on. U � Y ire 0 OF u sicoch � e 3 44' 4 40' 13'-4` 3 52' 4 45' 15'-4` 4 44' 4 1 56' VEIRTIGAL TIE —DOWN/ FRAME TIE —DOWN OPACINU TABLE] Vk FLOOR MOTH VAX EAVE OVERHANG VJD ZONE 1 00 ZONE 6I SPA* V�TER Ak W A1o' SPA* 4T PER LNUE* 12'-0' 6 EACH SIDE 4'-0w 72` 37' 4'-0' 34" 40' TO 45' 13'-4' 6 EACH SIDE 4'-0' 72` 4O' 4'-0' 38' 40' TO 45' 15-4" t 6'' EACN SIDE 4'-0' 80' 40' 4'-0' 42' 41T 10 45' NOTE: WHEN ANCHOR ANGLE FROV VERTICAL CANNOT ACHIEVED. ADD APPROVED STABILIZER PLI�TE. SEE NOTE y5 FOR HWES SET IN FLORIDA) BE . ckm , e':c r; ,• ,,'^.�.y.� 1L�iT+k� i, SEE fLLL ADDENDUM FOR ADO1nONA1 REOU�l115, 2 TABLE BASED Ok AXCHER *mx* LOAD OF wsol AND D i�fAx EAVE OVERHANG REFOiS TO OVERHANG AT S�EIjALL NO 4, TABLES APPLY TO 144' i6O', AND 184' FLOOR j OTHS $ A�1I� � Iµ�o1J I -ME SPACK TO ( XNILy SOEWALL FiDGHT ADD 6 OVERHANG (6 OVERHA?iG ik EAcH SM Cr t0atx s summSET BAR E AL EFFECTIVE 40 f✓ ANCHOM lSr-RED nE TD T OR 96 1/2' SCE 29 t999k EN A �C.L1 •; �+�°��(�' ��J� <;.� or � � "�i�._ +� a', ''•� • ..y � -� �.. ! %Z �.. ; _ _ _ ; '�• „ p „y ';� • ,±+ oo J�C •.,� i C;P!vP.; '•�' °` ,o�it�J % ••.•. -Viz.} �`�'`4 E DANA APPROVAL; APPROVED BY Mar 25 , 20 08 N INC. FEDERAL W NOFACTURED ROME CONSTRDCnON AND SAFETY STANDARDS JACOB4OEN HOME,O ® P.O. 80x 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOW* uM9KMA�AM0 A>u PtmPRETARiA: i`�i1� +�N A1Vrt�� 9xw Anwa Aw FNo1�1EQD M lK odR M1A► DP g SAY a c o..T. RATE: 12-11-07 REV. Lrnm DRA Ic AnE NORM SPACING TABLES G AD— TO-0087 60 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS E7F. tEHcfi+ ttl. s/r TiiVCT1E vr.:/v VD M l7% 3m WTCTIT co AY K ana� rAT R � gut m toci dial � "- s� -- I TIRO PER SHEA"ALLS t 1 f i 1TL0 P2i1 CAL N3HEIA11ALL5 AWM It (ALL STUArAVS) pE-oolrtfs � iE-oo�cs �Oou�LA ( Tr 5m NOTE I sit Nair 1 LEE MOTES 2 AND I Q A sm NOir T 5EE NOTE 1 91 MO'TE3 2 AND 1 A pa RLGb PICK K10 PER " PEER T1 v INS IACA11Qi SN9 Lor-A7w IRS LDWOH INS WAY" FIGURE 8.0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO All SHEARWALL CONFIGURATIONS, AU- ZONES, •MID ALL 12LF VALUES. 1. 11E-oCMtS KOA M in W-V P= Ti-WW T W NAT BE VXAl D LU um or 11� LAYa1 Sao AWK OW RIDCDiLT1 AT 10 CR00 MUgRS TiT ![ AAVD M At( WMA1E KDAO OF 6rW 1350 O[9Et1 LCAo (3Et f0-o-cm Ito-wKRAL NOTrq fist mm a( Q�rOm L43M YaT1LL1Ti7L s (pMREAtI � AT CLAN 000 Ctl 4DO Cr a Ts REcAR[xDS crr IE-aw MW lm=ml DE p" 59X CK KU AFRcai U C sXW ��u+a I �mr aun4aa Amu SUMS IN ALL KWOW4 910334 t STATF- IC 049 PROVED BY I EB 10 2000 ANC. AL MANUFACTUREO HOME TOICTION AND SAFETY STANDARDS dACOBSEN HOMES K°.n P�""�;:.••' R.R.-.•...oz-o�-oo - i,�E 3K�� Q WQXAL ea m S/W TIE/PIER MO. U P.a_ f3Gx Jela 1i0. e(Tdl ((,K�yAi! ARL rN WErT NMRSM rLORIOA 3less fm�onrasmcr.+�aacsrA rw.c pRA(s+++G rwetx:. PKom (777) 724-113a Isdr wrtrXxtAl MO AT}AR( rid( ona:s AD-TO-100 61 ADDENDUM MUM WAY BE FLAT OR SLOPED SIDE VIEW 1 1/4' X .OW TIE —DOWN STRAP CORMJOUS ARLY11•d1 JOISTS. END VIEW 350 PLF MAXRWM SHEARWALL DEWN VALUE (PER WALL) 1 1/4* X .o35• Ti--^.OYM STRAP COK+INUCJS ARCJ\D JOISTS. NOTES: Z 7 l(o E�• ;� •/jj •� DAPIA APPROVAL; +. Dao1R+O AYpgRS TD BE RATED fOR AR LIITHATE LOAD OF 47251 13150 (SEE AD-M-O:01 (7D-GENERAL NOTES] FOR MOTELS ON a1DUw Axs1DR 01 LOAD] 'RALLAnaL) •�VAL _ :� 1 �• APPROVCD BY 2 YSTAJ A PER AT EACH ENO Of THE 9IEANMALL J0615 (PER THE ABCs 3. M$N DETAILS)., _ ON 9fAR'tkL IS LOCATED ABOW A SOLID IGDER (RILL HEXMT cRo TIE-M.4 SMAPS.OR PIERS ARE REED (ALL 94EARWALL COMFIWRA -YDMR) NO ALL ZONES •i � ` � AND ALL EXPO.SM). a. TX-DOW 4 STRAP REOUOTED � :- • ��� +�i �i. I� i AT EACH END OF JOISTS, ALL DO'-CONFIDJRATIONS. 5. ' ` �` 1 �i , CEILNC SN01+yV FLAT -OPT CATY.EDRAL OR SLOPED CEAINO NAY 8 USED. //,�i,�ru,j,�t+T M 6. FULL TROTH SHEARWAUS ARE SHOMI IN THE DETAIL •ABOVE HOW: ANY LENGTH t`'`\` cacTaaareu�•:-wxsro OR CONFTCURA7XIN SHEARWALL MAY BE USED. `� JACOBSEN HOMES 7FESL CRATiN BY: R•R DATE C CC Z—V-9V REV. LETTER: ti 5plqpFP.O. BOX 366 SPEC,rTCANOTICE TOMS AND DRAWNcs ARE OMWAL. PROPRETA.RY, AND CMM!NAAL UATERALS OF JACOWN UAWFACTURNC W— SUCH DRAVANC TITLE: DBL. S W CONFIG. TIE —DOWN SAFETY HARBOR, FLORIDA 34695 PHONE 813 726-1138 ( ) MAMMIS ARE PROYL� TO TW R[DRRJITE01SPECA PX-MT MO DRAv:NO NUMBER: _ IDrr CONFID NTUL Am gatT IRaJ otNERS o & AD—TO-0110 62 CEILING MAY BE FLAT OR ; TO 35' DOUBLE SHEARWALL .CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATM) 350 PLF MAXIMUM SHEARWALL 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) DESIGN VALUE (PER WALL) ��— 1 1/4' X .035' TIE -DOWN STRAP +— 1 1/4' X .OW TIE -DOWN STRAP MIN. CONTINUOUS AROUND JOISTS. CONTINUOUS AROUND JOISTS. ENGINEER 1. MID ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 (3150 DESIGN LOAD) (SEE AD-TD-0001 [TO-MKRAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.) 2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE 1801E DETAILS). 3. WHEN SHEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -LUMBER) NO OR PIERS ARE REOURED (ALL SHEARWALL WOJRARONS. ALL ZONES AND ALL STRAPS 4. TIE-DOi1:E STRAP REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS. �011n C. Doeden, P. 5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING NAY BE USED. 15133 C. R. 22 6, OR �,pMASRiEARW ATION RE BE � DETAIL ABOVE HOWEVER. ANY LENGTH D. Goshen, IN 46526 7. THIS DETR1 NAY APPLY TO TRIFLE AND/OR DOUBLE 'AIDE SECTIONS. N IS A TRIPLE WADE RAFTER, APPLICABLE TO STANDARD LE WIDE TRUSSES. ID VIEW X .035" TIE -DOWN STRAP )OUS AROUND JOISTS. NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS %HEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED. (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) DAPIA APPROVAL* APPROVED BY I 0 P\ . Roota rwVKnrue �[+AE oamticTo+wos�vm>sur..,•x N0T1CN DRAWN BY: DATE � REV. LETTER JACOBSEN HOMES THESE sPEMutI0N5 AND IIHUMNGS ARE OMONAL. PROPRIETARY. AHD CONM100HTIALMATE OF JACOBSEH MANUFACT"C R.R. 4—D9-96 ORAWINCRIALS gk TIE A P.O. BOX 368 INC. MAIEWALS ARE $/W CONFIG. —DOWN „ SAFETY HARBOR,F4695 W04 PROUDER TO THE TEa RIRP03S�WsHM DRAWING NUMBER: PHONE (013)726/138 IV,wi AD-TD-0111 63 lin DOUBLE HEADED 3,150# ANCHOR NOTES -, 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING 1 1/4- X .035- TIE -DOWN STRAP CONTINUOUS AROUND STRAP BLOCKS. MNDZONE lU EXPOSURE C (110 MPH) 20 PSF ROOF 10 PSF D.L 'CALCS.! c ;vA - 14049 01 OAPIA AMOVAL ROVED BY' Wit _- JACOBSEN HOMES 7NESE SF CF)CA7NO77CF1M AND DRAVAHM ARE uomD 0MONA4 VOMETANY. AND CWWTIAL P.O. BOX 368 MMEMAL OF JADWSM MM"ACM04 FINPIrl W_ SUM MAXNALS W FRMn 10 THE HARBOR, FLORIDA 34695 MY&T I N SPEOFX RRVE AM WET K PHONE (727) 726-1138 KEPT COW.ZWK AND SPYST rROM CRIM lqlglNC .DERAL MANUFACTURED HOME )NSTRUCl?0N AND SAFETY STANDARDS OATS I RFV I FTWR. I.T. 1 12-13-03 PORCH ANCHORING AD-TD-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) FLOOR CRIMP SEAL (3150/ WORKING LOAD) s X t % J f YY0 \ W / VERTICAL TIE —DOWN TYPE 1, FINISH B. w ¢� GRADE 1 STEEL STRAPPING � 1 1/4' WIDE k 0.035' �z%�tyF IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD O SPECIFICATION D3953-91, 0 STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP I I I I I -I I I=I I I RADIUS CUP MUST BE INSTALLED ON I— I -III —III— ALL TIE -DOWN ANCHOR BRACKETS (INSTALLER ANCHORING EQUIPMENT —III III —III -I I BY PLAp G A STRAIGHT 3 "LENGTH OF CAPABLE OF RESISTING 1 1/4 X 0.035' TIE -DOWN STRAP THE WORKING LOAD -I I I -I I I— — MATERIAL IN ANgiOR SLOT AND BENOING REQUIRED ON THE —III -I I TO FORM THE CONFIGURATION SHOWN.) TIE -DOWN SPACING _ RADIUS CUP MUST BE INSTALLED TO PROTECT TABLES (SEE OTHER DETAILS FOR TABLES) I I III —III— THE TIE -DOWN STRAP FROM THE BRACKET EDGES. SEE OTHER DETAILS II I I II ;. I II_II INSSTRAP � M THE SLOT FOR ANCHOR ANGLE. N THE BRACKET *QRADIUS CUP. .����````�?' STDO��'/'���' .NOTES: ?G OVANO 0'• DAPIA APPROVAL r _ R 1. ALL VERTICAL TIE -DOWN STRAPS, DIACONAL FRAME _ ENE870357 OVED B - TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL Y_ BY AND INSTALLED BY OTHERS- ON SITE. r T A Er / JUN 1 g 19 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O�.•. /Av g/y T,•� INC SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 'i �� rro[AxwwaAnlAmlaa 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR BRAlxtl AND TE-DOWN OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEvaS ARE CERTM BY OTHERS NOTICE ORAWN BY.- C.L.Y. DATE: 5-31-95 REV. LETTER: JACOBSEN HOMES MsE sKaricA,1s no DRAVIN4S ARE n wxmAL, PROPKYARY. Awc emrmWAL Wiwi; nTEE: P.O. BOX 368 MATMAIS OF JACOM UM&FAcAW4 ALT. TIE —DOWN APPL. /—'1 HG SUOi MATERAS ARE PWAM TO TIC SAFETY HARBOR, FLORIDA 34695 REOPOA FCR SPE011C PJMW AID YISI BE DRAWING NUMBER PHONE (813) 726-1138 IM CorMnk AM SECRET mat 0M AD—TD-0200 lj 65 ADDENDUM ALTERNATE VERT CAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) FLOOR Or IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, - IT MAY BE LENGRfM BY USING A CRIMP SEAL WITH A WORKING LOAD OF 3150 POUNDS to 4 DIAGONAL FRAME ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING •TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. NOTES: 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DI. FRAME TIE -DOWN STRAPS AND ANCHORING EOUIF SUPPLIED BY AND INSTALLED BY OTHERS- ON SI 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIC ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORI WHERE THE ANCHORING SYSTEM REQUIRES THE U OF EXTERNAL STRAPS OR CABLES (SEE RADIUS ( IF NEEDED, USE VERTICAL Q` TIE -DOWN TYPE 1, FINISH F. GJ GRADE 1 STEEL STRAPPING f IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD O SPECIFICATION D3953-91. 0 STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. I IEdII—III I, I III.--III— TONAL ENT RS P). A 910334 -_ 'a STATC C`•� �'r Al�!,,�%' n . ® JACOBSEN HOMESvrjcl rvomsAND/ THESE SPEaIlunNS AND DRA1tl tz ARE I)MOILL PROPRIETART, AND CounDENnk P.O. BOX 368 MATERALS OF J408SEN MmUFACTMn SAFETY HARBOR, FLORIDA 3<695 PC SL 01 MATERI&S ARE PROVLM TO THE REapo i rot wcom pirm 40 YUSI a PHONE (813) 726-1138 KEPT c WW tut AND yosT TROU OTIM APPROVAL: APPROVED BY IN14REVISED 1023M INC. FEDERAL 1W 04TU Ep "04 C4167RCIM ANDWEtt SUN UW r. R.R. DATE 10-05-96 REV. LETTER. n 1LE: ALT. TIE —DOWN APPL. NUMBER AD—TD-0210 66 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'K COLUMN SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR V COLUMN 'C' COLUMN V SEE TABLE FOR MAXIMUM SPAN FOR COLWW 'C OR 'D' _ J SEE TABLE FOR SPAN COL i SEE TABLE FOR MAIL SPAN FOR COL. 'O' COLUMN 'E' COLUMN 'F' COLUm 'G' f SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN i MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORPIC REO'D (SEE AD-TD-0251, COLUMNS 'A', 'C, b' OR 'E' COLUMNS Tj' OR 'G' COLUMN T ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-ID-0252 AND AD-TD-0253) SEE NOTE 1 EXP. 'C EXP. V Ems. 'C' EXP. TY EXP. 'C EXP. 1 EXP. 'C' EXP. 'D' EXP. 'C EXP. D' EXP. 'C EXP. 'D' 2 - 315DJ ANCHORS 4Y-0' 29'-6- 3r-9' 23r-7' 43'-0' 29'-6' 33'-9' 2r-7' 43!-0' 29'-6- 33'-9' 23'-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10. 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-0* 16'-10' 11'-10' 1 - 4000# ANCHOR 2r-3' W-9' 21'-5' I5-0' 21-3' IB'-9' 21'-5' 15-0' 2r-3' 18'-9' NOTES: ENONEER APPROVAL DAPIA APPROVAL' APPROVED BY k 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 JUN 1 5 FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INC, INSTALLATION. I John C. Doeden, .E; ��►�� oamtic+wNoslArnr+wxa 15133 C. R. 22 Goshen, IN 46526 NOTICE DRAWN BY. C.L.Y. DATE. 5-31-95 REV. LETTER. JACOBSEN HOMES T► SE SPEaMYOS AND DRAMNGS ARE A APPL. MONAL. PMWVARY. AND CaNrI DMAL oRAWwc nTleP.O. MATERIALS aF MANUFACU411C COL TIE —DOWN BOX 368 NC SUD4 MAIERLA S IRE PRW= M THE „ SAFETY HARBOR FLORIDA 34695 t[ww Fat SaEcl Pi aM NO 10T K ORAWWG NUMBER AD—�-0250 PHONE (813) 726-1138 OUT all WrA AND SEOV rKM OTH n 67 ADDENDUM COLUMN `CIE -DOWN APPLICATION MARRIAGE LINE OF W ATI-WIDE VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4" WIDE do 0.035" IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD ANCHORING EQUIPMENT SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR CAPABLE OF RESISTING STRAPPING. FLAT STEEL. AND SEALS. THE WORKING LOAD O O OF 3150 / MIN. O 0 ANGLE SHOWN. 35• AKLE iT=I T I III III- 35• ANGLE I INSTALLED 24• APART COLUMN STRAPS SEPERATE GRO ND ATTACHED TO ANCHORS (3150# ��� • G� S •; �y TWO EA. DAPIA APPROVAL NOTES: 1. ALL ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING Q` No. O ENE8703571 AFr =;'; ED 8Y, SHALL HAVE A RESISTANCE TO WEATHER DETERIO AnoN. — C * = wNl JUG) 1 5 3. PROTECTION SHALL BE PROVIDED AT SHARP CORN WHERE THE ANCHORING SYSTEM REOUIRES THE US RS •' +NC OF EXTERNAL STRAPS OR CABLES. '.� F ' OVA \x% •,,���S�D�JAI E�6%�%•�MT�AfOiY{T14TA JACOBSEN HOMES TwSE BY: SP al`ICATIONS AND DRANNO ARE C.L.Y. DATE. 1 5-31-95 REV, LETTER; INHNOTICE P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ole=µ, 1A1E7tl�llS 1 NC Ka PRCPWWY. AND O MFMT,K DRAWING TITLE OF JACMSEN YANUfACXftG COL. T1E-DOWN APPL. MAIM kS ARE PROWCO TO MC FM PHONE (813) 726-1138 ilAl CMMMO DRAWWG NUUBM AD-TO-0251 66 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LINE OF MULTI -'WIDE FLOOR 11 FLOOR ��VERTICAL T1E-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. ANCHORING EOLRPMENT CAPABLE OF RESISTINGJ_� THE WORKING LOAD OF 3150 / WN. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (3t5O#) 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. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 t,1STFq ; Q' No. Fo•'• . F�NE87- ''a s�ONAL Eye NOTICE: BY: THESE SPEOMTRINS AND DRAW= ARE UmAL. PROPRICTARY. AND OONiWTIAL MAIMALS OF dACOB9:11 UWACUNG W. 20 MATERIALS ARE PROMDm TO M KOPINT FOR 9iCM Rff= AND WAT K oul CW WII& AND Kau TROY ortom Z PROVED BYE JUN 1 5 M INC C.L.Y. 5-25-95 COL TIE -DOWN APPL. Iz AD-TD-0252 RQ ADDENDUM COLUMNITIE-DOWN APPLICATION ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 1 MIN. COLUMN S RAPS SINGLE G OUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERI G SHALL HAVE A RESISTANCE TO WEATHER DETE[OR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNEI WHERE THE ANCHORING SYSTEM REQUIRES THEI USE OF EXTERNAL STRAPS OR CABLES. WARRIAGE LME OF IMII—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 STRAPPING. FLAT STEEL. AND SEALS. T I=TTI — — i III - ATTACHED TO A ANCHOR (4000#) ..NIIIIIIIIi,.. '��• G15T Eti �UF 1 Q�' No. WOOF'.'* APPROVAL: PROVED BYA, rVll''1 INS rtouva r�Mu�clnlltfl IOE Caaln,clal MosNslr swouw NOTICEk -"II IDW1WN+er: DATE: REV. LETTER: JACOBSEN HOMES TIESESKOnATDNSAIDMAW=ARE C.L.Y. 1 5-25-95 PROPRIETARY, AID CON►10pITUL P.D. Box 368 1 11- of ucoeSErl uAluiACTUIwc DRAMiNG TITLE: COL. TIE —DOWN APPL. m SAFETY HARBOR. FLORIDA 34695 KFCMRA= AREPRONGED To 111E PUOq�S AID MAIDRANiWG MIYBER:PHONE (813) 726-1138 MIM AND SWU n= ortM AD—TO-0253 70 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION 'A' COLUMN b' fCOLUIW -- - - - - - ISEE TABLE FOR MAXIIAUM SPAN FOR COLUMNS 'A' OR r COLUMN 'C' COLUMN b' APPROVED BY I SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C OR b'_I SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL ' FED LMANUFACTUREDHOLIE RUCTION AND SAFETY STA`JOAROS HAR 0 3 1999 COLUMN 'E' COLUMN 'F' COLUMN V SEE TABLE FOR MAWN SPAN FOR COLUMN MAMMUM Ai wwABLE SPAN TYPE OF ANCW WO KID (SEE AD-TD-001, COLUMNS 'A', V. b' OR E' COLUMNS 'B' OR 'C Cum 'F' AD-7D-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2- ZONE 3 AD-TD-025q SEE NOTE 1 EXP. 'C' EXP. b' EXP. 'C' EXP. b' w. 'C' OF. b' OF. V EXP. b' EXP. 'C' EXR. 'D EW. 'C' DIP. b' 2 - 31501 ANCHORS 374 25-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' 37-4' 25'-r 29'-4' 20•-e 1 - 31501 ANCHOR 18'-6' 12'-10' 14-7' 10'-3' 18'-6' 1Y-16' 14'-7' 16-3' 18'-6' 12'-10' 14'-7' 10'-3' 1 - 40001 ANCHOR 2S-8' 16'-4' IS'-7" IS-O' 23'-9' 16'-4' 18'-7' 13'-0' 23'-8' 16'-4' 18'-7'j 13'-0' .REF. CUCS. `• w93, a( NOTES: ENd ...,, • F DAM APPROVALawn Q pE+n 1. SEE AD-TD-0251, AD-TD-0252 AND AD-M-0253 Q N0. O •'•. APPROVED BY FOR SPECIFIC INFO. ON ANCHORS. . 910334 - 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR00p— INSTALLATION. OF STATE INC''. +,+++'�� S ,DMA•.•• ' �w��w°'�"°"n JACOBSEN HOMES NOTICa TNEg sPEaIICAlans AND DRAW!= AIE M T °" 2-g-99' �11Q` DRANIWC TITLE: 184" WIDE COL. TIE -DOWN APPL. P.O. BOX 368 CRIG RAM. PROPRIE MY. ARD cmimENmi MATERULS OF JACODS£N WNUFACTINA C SAFETYAR(O13695 WC. SUCH MATEWALS ARE PRONGED TO THE REaWff SPEWC u IM� DRAW NL18�O2)76-18 AD-iD-0254 PUT 013M WO 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' URGE OPEHMC r, ��� 2244'y SEE NOTE 1 I I 17" n n n n n n n V L24 24' STAND VERTICAL ME -DOWN STRAPS OR ANCHOR S (SEE TIE-DDWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAMA SPACING ALLOWED). ALSO NOTE 3, STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE NSTN.LED A MA WW OF 2'-0' (24' FROM EACH END OF THE UNIT. ••WSTE. FQ� .�� ��` �?• NOTES EN PR O y DAPIA APPROVAL Z4 ENE87J3571 c I. URGE OPENING =ANY OPENING WIDER THAN MAX ME -DOWN SPA G ALLOWED.= � - ROVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE- WN SPAa , SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT CEED THE — MApMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRATE VER /FRAME ,�'•. /� ' ��. �` .A.N 1 5 1995 TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). �'�iFs+S'••.. �•... •Nv���`� INC 3. INSTALL FRAME TIES AT ALL VERTICAL TlE-DOWN LOCATIONS. ; y m " 4. SEE AD-iD-0001 FOR ADDITIONAL REQULRENENTS fill Isllt����.�`� ANC+oR BRACKET AHD ME-DowN ,::� DEVICES ARE CERTIFIED BY OTHERS JACOBSEN HOMES TNo1•Tc>; Tla s�anuTxxls ANo DRrw±a ARE ow PROPRIETMT. AIID tbimETITIAC DRAWN BY. DALE C.L.Y. 5----.r-31-95 REV.LETO: DRAMNG TITLE: P.O. Box 358 MATUMS AK "NM , G TYPTIIE. SINGLE WIDE T/D A SAfEP AR`BR3)ROR10;�4695 �TO�NDOI�A�ioW 0 UM it DRAWING NUMBER: AD—TD-0300 %2 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2. A B C 24' LARGE OPENING 24' FinSEE NOTE 1 n n n n nj - n n n COLUMN SUPPORT TIE -DOWN STRAPS. REOURED AT COLUMN LOCATIONS ON EACH 9DE OF OPENINGS GREATER THAN 48' IN WIDTH. MULTI -WIDE FLOOR SHOWN SEPERATED FOR. CLARITY V V V V V V V V 24' 24' STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXI<RA1 SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MUUOMIY OF 2'-0' (24'1 FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ALL TIE -DOWN STRAPS AS SHOWN IN TO DETAIL NOTES: I. URGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED. 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING; SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REOURED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS. NJACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 TNu1ulT, C. O, ! QI �J. ��O ` v ''. DAPIA �ENE87o3571 ' t tidOfe►0�`��C Z/ON*AI DEVICES ARE CERTIFIED BY OTHERS MAWNOTICEMAWBY: THESE SPECNICATIONS AND DRAMWFS ARE OFAGWAL PROFWARY. AND OCWUNTIAL MAIMALS OF JACOBSEN UM"ACRRWC WC. SUCH MUMS ARE PRONGED TO TOE RiOPM FQt SPECK PIRPOSES AND MAT IN mpT OOW7)CIITIAL AND SECRET MAW DOM BY 5 1995 C.L.Y. ( 6-1-95 TYP. MULTI -WIDE T/D AD-TD-0310 LETTER: A 73 SEE DERAIL — 'A' SEE DETAIL — 'B' SINGLE WIDE TIE —DOWN NOTE: C SECTION SIMILAR TO SINGLE WIDE FRAME TIE —DOWN HTR PULL DOYN TIGHT TO --/ GROUND ANCHOR DETAIL 'A' MARRIAGE WALL - OPENING TIE —DOWN IEQUIRED AT OPENINI ONLY. OPTIONAL AT OTHER LOCATIONS.) FRAME TIE —DOWN ' DOUBLE WIDE TIE —DOWN I MARRIAGE WALL I NOTE: I OPENING TIE -DOWN I A k B SECTIONS SIMILAR TO DOUBLE I(REQUIRED AT OPENINGS WADE TIE —DOWN ONLY. OPTIONAL AT I SEE DETAIL - 'A' OTHER LOCAnoNs.) -/— SEE DETAIL — V TIE -DOWN STRAP SINGLE HEADED GROUND. ANCHOR (OMEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' BUCIQE WITH 2O25 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) FY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (3 iso LBS. MAXIMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' TYPICAL TIE -DOWN TRAP (1 1/4' X .035' MINIMUM 21NK COATED S STRAP, OR EQUAL WITH SISo* CAPACITY MINIMUM) x l,S- 47ZS r uL.TIMP/m L-040 agrpelTy �NtttttEi� NOTES_ ENp....... FQ �DAPIA APPROVIU 1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL IFIC,,gr OPENINGS GREATER THAN 49 INCHES. & VQ To Ilf 6" iSUTgoy : •�►� APPROVED BY 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a PAt(.:. N0. 00,4564 ANCHOR AND TIE -DOWN PLACEMENT. pEC 2 3. SEE DETAIL PAGE IITR TYPICAL I -BEAN PIER CONSTRUCTION. STATE OF 11bIrINi�F '• O RIOP. v+ .4i�• �� rEmoa�u�uracnAtta • C ......•• i�. �� �,pNG1O1NO5NLTTST110V� JACOBSEN HORSES SE sK� � ORAWHOS ARE eY. RR III10-31-95' LETTT3T . cm NAL. PROPRIETARY. AND CONFi0EN1U1 DRAWING TITLE: P.O. BOX 368 YA ALS OF JACOBSEN YANUFACTUFIINC ZONE ITIE-DOWNS SJOI NATERO S ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RE Fat SPUN RMOSES AM Iasi BE DRAVANG NUMBER PHONE (813) 726-1138 CWIDENTIAL NO SEW 1Rou OHM AD—Z1-0001 74 TTACAL I'' BEAM TIE-DONNI MAIN FRAME I -BEAM S E NOTE MAIN FRAME I -BEAM CENTER SPACING CENTER SPACING� TIIPICAL I. TIE -DOWN •SEE NOTE �MAINAME I END CENTER PACING SPACING SPACING — SPACING I SPACING CENTER CENTER CENTER END SPACING I SPACING , SPACING ,SPACIN MAIN FRAME I -BEAM SEE NOTE MAIN FRAME I -BEAM —� NOTES: T' SEE DETAIL W PAGE 4 FOR BLOCKING AND ANCHOR NG OF MARRIAGE WALL OPENINGS NWDER THAN 49 INCHES. • DO�►f,�OAPIA APPROVAL• .F+�q �`2��'.� APPROVED 13Y NO.0045484ON 14 .•: • 'STATE OF% : T Nit", IDT•.•' !4 % sfa �w -nr�rs�na 0' 11 `� ,�P co.,r AtiswrrnswovmS JACOBSEN HOMES AEW NTH DRAW PROPWETARY AHD CONTIDENTLAL P.O. BOX 368 OF JACOBSEN UA►WACAWNG SAFETY HARBOR. FLORIDA 34695 LIVERI LS ARE PRONGED TO THE PHONE (813) 726-1138 OR SP=C ROM AN9 YIIST BE ML AND SECRET TROY OTHERS RR DATE: 10-31-95 REV. LETTER: T)E-DOWN PLACEMENT AD-ZJ -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. NOTES: AP ROVED BY a G�, FEB 0 1 2000 INC. NOru:M "`A"° O1 M.T. 2-1-00 - JACOBSEN TOMES inA > ,>� AND PRAMNC:S ARE oa�oNA1. raoaaauT. A}10 corioEM11Y DRAWING 1111E: YA1CRULf A►casn+ YUAxAc�vA�+e ZONE 1 INST. m P.O. Box 366 rNv afa+ W&RO LS ARE f�a 40 TOM SAFETY HARBOR. FLORIDA 34695 KMa fat fCnti Nin= AID AW u DRAWING NUMBER: PHONE (727) 726-1138 1 K/1 ca►oomm no IEW A09 erfm - AD— Z1-0100 77 ADDENDUM FOR INTERSECTING UNITS I- MAIN UNIT DORMER i LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF OUTSIDE BEAU THIS END, EXCEPT FOR ZONE 3 < EXP.'D• THEN 2 REOUIRED EA HALF (IE. ONE EA. BEAU, ETC...) m VERTICAL AND DIAGONAL TIES INSTALLED ALONG TRIPLE WIDE THE SMALLS SAME AS THE MAD! UNIT. OR QUAD WIDE I . VERTICAL TIES AT CENTER LONE REQUIRED ONLY SECTIONS) AT COLUMN SUPPORTS PER DOUBLE MADE CONNECTION REOUIREMENTS. i 1 I I 24' MApMUM SPACING TO FIRST SIDWALL TIE ��3nnj1LL I FROM EACH END. OF THE UNIT (SAME AS TYP. DOUBLE MADE TIE-DOMAJ REQUIREMENTS). 2 LowTUDINAL TIES REOUIRED AT EACH HALF THIS END ONLY. PIER HEIGHT FOR VAROUS ZONES (REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT} ZM-2 ZCNE_3 EXP C. 90• 56' EXPOSIjRE V 39' 46' CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL (EXCEPTION: NAILING ONLY IS RiQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FIAOR CONNECTION AT THIS AREA) ..�\111111111U//.. NOTES: 1. FOR OUAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED WDEPENDENi OF THE OTHER STRUCTURE. (IE. SHEARWAUS. TIE-DDWNS, RIDGE - BEAUS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI�SECBON.l k�It;SA�E. �UF No.RFO.Z EN - 0357 Z5 1 Al ur s/ONAL DAPIA ►PPROVED BY)rj,,.: .uN t 505 INS �ceati Wuw�cronm,P,E C76IR�C,p1 Np ylF[R SiNp�l� NOTICE DRAWN BY: DATE REV. LETTER JACOBSEN HOMES THESE anunals Ono oRAMH13 ARE C.L.Y. 5-16-95 mm PROPRIETARY, AND CONf10 mnk DRAMANG TITLE: P.O. BOX 368 MATEM OF ,IACOM MV"ACTURING ADDENDUM —INT. UNITS WG MATERIALS ARE PROW D TO THE SAFETY HARBOR, FLORIDA 34695 FOR sPECFX FUPM AHD Mm eE DRAMANG NU98M QUADADD) PHONE (813) 726-1138 WT TVL NO W= FROM OILERS 78 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR QUAD (RATS IS THE SANE AS FOR THE RAIN UNIT (REFER TO SET-UP DETALS1 NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP FROM ONE SECTION TO THE NEXT. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 30 GA. GALV. STEEL STRIP INSTALLED OVER RATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PERIMETER RAL OR RICE BEAR CR05-SECTION 30 GA. GALV. STEEL STRIP 8' X LENGTH OF ROOF SSECTIONS NAY BE OVERLAPPED 2 MIN ). VI/STAPIES AS SHOWN. INSTALL ROOF CAP PER SET- UP RAN. OVER GALV. STRIP. (SEE NOTE 1) 30 GA. CALV. STEEL STRIP SECURED MATH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING 2 " • O.C. MAX. SPACING (TYP.) mff �O GNSTE No RFa F ENE8703571J NOTICE -fill THESE SFCOMAMNS AND ORA-= ARE MONAL. PROPRIETARY, AND COIOTOENTIAL MATLTMALS OF JACOBSEN MAAAAFACWt1NG NC %" MATE O&S AM PRONGED TO THE HSOPOR Fat gm RIwm NO am BE IM CO!EDDITIAL NO SECRET = ODERS 3/B' X 5' LAG SCREWS a O.C. (ZONES 2 k 3) STAGGERED . eD BY kkl i IN 1 5 19�5 INC C.L.Y. I -.- 5-16-95 ALT. ROOF ASSEMBLY 3t QUADADD2 79 600 SAFETY I HOMES A;CKARD- COURT ARBOR, FLORIDA 34695 727) 726-113 8