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HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMI SET-UP MANUAL ADDENDUM GGA " "`- U BY JA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727).726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the reci ienorcific purposes and must be kept confidential and secret from others. fl� REV-01 /10 f ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C contact the Department of Motor Vehicles 850-413-7600 1 NOTES: ADDENDUM EX�'ERIOR HEATING/COOLING DUCT DUE TO THE NEW ThRMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREA�D. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R—VALUEOF B. ALL HEATING AND/R COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CR P SSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOUNG OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. DUCT SUPPLY OR RETURN X I I TYP. FLOOR SYSTEM TO HEATING/COOLING OR CROSSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT, OF BTU/IHOUR LOSS. DO NOT OVER BENb.OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING Ofj OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. PLACE S APS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. DAPIA :D BY T JM 1 5 W pm INC NOTICE DRAMBY: DATE: REV. L Tmw JACOBSEN HOMES SSE SPECnCATICNS ANO DRAYANGS ARE C.L.Y. 5-30-95 CMCINAL. P801MURY. AM CONFlDE uk DRAWNG TITLE: MATERIALS OF JACOBSEN UM"ACWMG EXTERIOR A/C DUCT P.O. BOX 368 BIG SUCH YATERCALS ARE PROMM TO THE SAFETY HARBOR. FLORIDA 34695 RECIMIT rCR SPECFIC PI/ZOOSES NO WUST BE DRAMNG NUMBER: PHONE (813) 726-1138 IVT COMWnAL AID SECRET FROM OTl M AD—AC-0001 r _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 DI_c0NTI"dUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) APPROVED BY Comm«or JACOBS EN HOMES NOTICE: THESE SPEOMATIONS AND OUMNGS ME DRAWN BY: C.L.Y. DATE: 9-28-95 REV. LETTER: CR MIAL. PROPRIETM% AND CO gUDHK MAIMALS OF JACOBSEN MA"ACIUTM DRAWK nTLF W H. VENT. $YS. B P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 91C Slm MATEPJALS ARE PROYAED 10 THE RECPEM ►0R S COM PIAVW APO MST K OWING NUMBER: PHONE (813) 726-1138 KPT COKWTIAL NO IOU nO OTN11K AD—AC-0100 3 0.131' X 1 1 /20 NAILS OR 7/16- X 16 STAPLES PER TA 0.016- X 1 1/2- STRAP ® 48' O.C. Ml WITH FASTENING EACH SIDE OF ( PER TA NDS01 (ALL ZONES) (ALL EKPOWRES) ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING IIkeIl ;1��T1:�1 1 1 1 N. A. E: N. STEEL SPACING TO JOIST TER LINE E BELOW: F FOR GAPS IN FLOOR SYSTEMS TO 1/Y, INCREASE LAG LENGTH 1' AND FOR GAPS TO 3/4% INCREASE LAG LENGTH 1 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'T034'GAP WOW SHIM AT ALL LAG LOCATIONS FOR LAG SCREW TO GO THROUGH AND TO KEEP CONNECTION TIGHT. (SEE NOTE 2) wm zx EXPMURE Me X 3 1/i'� Mum m SCAE1 � 30 CA S1RAP FASWO W/ 7/1e' 11 CA. SIMIES YA1Fi4111 SPACING w0 201E ErOSME WINNUM NMKR a' FASTOW REOUF0 0.131' X 1 1/lr KAILS 7/14' X 15 GA. StWM 1Y 0.� 21/4' aC r 3 S 2 2 b' 17' O G i 71e O C b• 4 7 � '6' ia' ac 2' aM: 3 'C• 4 7 b' te' 0.0 1 1/2' aC. b' S e NOTESo D IGI!EFR APPROVAL DAM APPROVAL: APPROVED BY 1. 1' YIN. PElE1R 7M 6 REQUFM ON STAP 2. MOOD 9W TO aE WPW FROM SPF #3 UK (r X 4' X CAP NDTH WL 9& OM OR PLYMt000 WAY BE USED F NMESS FOR WK CLOW STRAP. OR BEMRevised EQUALS GAP MOTH-4' X 4' M go May 24,2006 pl rINC. T ;i o--ON John C. Dobd43n, CJ !:. 3. 10e' WAX UUM MfJEMALL HEKitT'. 4, SEE OTMfR WEALS FDR SIAM FLOORS 17 NR FRLDtAXK . K2 ETT133Lmrinfg, ?'T.. FEDERAL MARUFACTDREO NONE CONSTRUCTION AND SAR ETr STANDARDS JACOBSEN �OMES N01i� ' BY: DAZE REV. LEM n.sr 9SCJFC�lO1i Al0 ORAIM+CS AFC M.T. OS-22-06 aMoV4. MRL"MTARY. AMMO masoMeAL MAW TITLE �r P.a Box 3Ge W_ 3" MAIMUS ME y TO x M W FLOOR FASTENING S PFIOKAFM FL E (III 8 J)7226E -1D 1.3aw95 M OOR KMW FM aas 9�Uo M10 1m omn DRAI�HG NO1B]t AD—FA-0001 4 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 NOTM: 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131- X 3 1/2- MIN. NAILS Ir O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE —NAILED). MARRIAGE LINE r S 23 ob John C. Doeden, P.L. K2 Engineering, Ina APPROVED,BY ONP I Revised May 24,2006 INC. MOIR& NMOFACTUNfO NMI CWSTNOCINM AM SAFITY STANOAM ElEmn DiroSAFEiY JACOBSEN HOMES PA Box M > �cu�Am ���Rw W1mu Q a1== wwxl p" �""'�dr M.T.� 05-22-Ds 1E1'°` WANSIMIB M/W WALL FASTENING HAR80R, FLORDA 34695 K 20 OMM AV 1MVM 101NE �m MAC PHONE (613) 726-1138 It MM& AD � rip amm AD—FA-0010 5 30 'GA. GALV. ; SECURED WITH 7/16- FULL PENETRATION (SEE CHART ON AD —FA- -LAG SCREW SET BACKS FOR TRIPLE YHDES FOR DOUBLE 11dDES� TRIPLE WIDE ROOF LINE INSTALL LAG SCREWS I AT A 45' ANGLE STAGGERED ROOF PERIMETER RAID' OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE /4) NDS01 (ALL ZONES) (ALL E)POSLIRES) ADDENDUM MULTI -WIDE ROOF FASTENING FL STRIP--` 16 GA. STAPLES 470 DECKING )01 MAX SPACING). CENTER LINE OR MATING LINE OF TRIPLE WIDE UNITS PLAN MEW —.30 GA. GALV. STEEL STRIP -8' X LENGTH OF ROOF (SECTIDNS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET— UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITIDN, EXCEPT FOR STAPLE HOLES.) —3/B' X 5' LAG SCREWS ••LAG SCREW SET BACKS (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES SEE CHART ON AD-FA-0001 / ,—FOR TRIPLE WIDES FOR MAXIMUM SPACING t147 2 3 4'14'TO34' FOR GAPS IN ROOF SYSTEMS J INSTALL WOOD SHIM AT ALL LAG TO 1/2% INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE TNROUGH AND TO KEEP CONNECTION LAG LENGTH 1 I/Y. TOT. (SEE NOTE 2) CROSS-SECTION (W/GAP) C wA si 0191.07 NOTES, EIKiNEFBA APPR AL• DARA APPROVAL• L 2 1/If' LRL PEIIE'> 11011 110 IEC> 1NIC IENM 6 IEQUOM FOR LAC SCWM 2. WOOD S11a15 TO BE RIPPED n0Y SPF F1 LW. OR L1EM APPROVED BY 1rXCXOAPwarlWLSMI Revised ON 09 OR FLYWIDOD VAY EE USED F 1HId MS EQUALS GAP VOD1 4' X C WL SRlj I SEE OM OETALS FOR O URE W0 ROOF LKIF1 cTaL s. � P. L. May 24 , 2006 4. NHEK 1KTALLNG A LAC SOBE11 MD A RIDGE OW FRST-01IA 3/r CIFARANM John C. n, I INC. C HOLE 1HROUfii TIE FIRST ROM LIFAK SEOOND-ORI.L A 1/r HOLE MMUGH THE K2. Ent�inwrn rg, Inc . FEDERAL MAMUFACTUREDI NOW RECE!" RIDGE KAN RR 1NE D f-JCDM PORM OF LAC -9"F f DOE DNS ARE CONSTRUCTION AND SAFETY STANDARDS FAIT 3/a' LAC =REVIS *LT. S ice YAWN S10EN41 HOQR. HOMES NOMJACOBSEN >HN SsaMMS Ao MATI.+M ARE ' M.T. P.�"_ 05-22-06 MY. ` ` DRAAIMIG 11L& ROOF FASTENING P.O. Box 3¢a ONW M. N!6'10ETAR,. AID OMMOM YA,F m aF �Aoalm YAI.FACTUAC C M aloe MUMS ARE R,a®10 TICM/W SAMY HARBOR. FLOPIDA 34605 PHONE (813) .726-113a Km-m f FM >Ft3 F1RD97 AND WE1 BE Ipf cmfmom L me m[T nm ormm LIRAMC, WjmWt AD-FA-ooZo 6 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA MIN. GALV. STEEL RIDGE CAP COHERING LENGTH OF ROOF (MIN. Y OVERLAP AT SEAM) SECURED WITH 08 X 7/16' HEAD X Y FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF Ref: EX-13-0051 and AD-FA-0020 NDS01 (ALL ZONES) (AL- DES) CENTER OR MATING LINE I I •I B X 7/16' HEAD X Y j FULLY THREADED SCREW I (NO MORE THAN 12. O.C.) I I � I � •I Co a 1 e m m 1 ir 1 1 1 METAL ROOF PANELS STOP APP. 3' FROM CENTER LINE �30 G.A. GALV. STEEL STRIP 5- X LENGTH OF ROOF (SEE AD-FA-002D) SECURED WITH 7/le X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-00DI MAX SPACING) NOTES.croju= 197nwouz ,.�� I. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS 4c APPROVED BY L STANDARD 7/160 O.S.B. (24/16 INDEX) ROOF SHEATHING.ON P1 L METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' QC. RIBS. V 'j sep 1012008 I. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND a 6 ©00"°. ejr-,, � '.� INC. ME TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN FEDERAL MOOmAmAND SAF STANDARDS ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE gIiIG consrnurnoN ewo saFEnr srnno,wos SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) —NOT= Lmmm or. D.M.T. I w,c 08-25-08 OLw Lciwc JACOBSEN HOMES Trmss*=w wmm Noun = CMFUrtw. DRAM 1u. METAL ROOF RIDGE CAP Imiu LS w JACow YIOpFAC11A�16 — P.M BOX 368 XL sm YATH8" AK mgm A IN EMU PHONHe13) in5-1ii. 8 4695 Gumrm Aw sour r = m AD-FA-0021 7 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES - HIGH SIDE 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) NOTES: DAPIA APPROVAL 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS AP ROVED BY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). '� � 5 �' Fall ~�ww INC. amoswm>vfam C JACOBSEN HOMES Nonce DRAWN BY: DAZE: REV.• LEnm THESE sPEanutloHs AND DRAwros ARE C.L.Y. 6-5-95 MGM. PROMTARY, AND CON1DENflAL DRAWING 11TLE: MATMALS DP JACOBSEN YANWACl"G M/W ROOF SEALING P.O. Box 368 INC. sia+ YAIERWS ARE PROM M TO THE SAFETY HARBOR, FLORIDA 34695 RECPENT TOIL SPEI= PUi O MO VM K DRAWING MIYBER: PHONE (813) 726-1138 IOPT CWWTIAL NO SECRET IROTI DTHM AD—FA-0026 -10 9 1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2 146T 11E METAL FLASHING IN THE HEARTH AREA 10 INSURE THAT IT HAS BEEII BSULIED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA, BETWO THE FIREPLACE AND THE HEARTH} 1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HUE) AND INSTALL FOLLOWING THESE STEPS A CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSEMBLY. B. SECUAE THE HEARTH EXTENSION TO THE FLOOR W/ 4 J8 x 2' WOOD SCREWS C. FILL THE AREA BETWEEN THE FACE OF THE FREPLACE AND THE HEARTH EXTENSION WITH A NON-COMBUSTABLE CAUUONG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND TYP. (MAY BE SHIPPED TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... AY BE USED IN LIEU OF THE TYPE lNr4 JUN 2 8 VZ OF FIREPLACE SURROUND SHOW4 ABOVE.) INC RD(ft WM/ACIIR�ILK H NOnCR DRAWN BY:. C.L.Y. DAIS 6-16-95 REV LETTER JACOBSEN HOMES TKSE SPEOnCA1M AND DRAWNGS ARE aaORM. PRWMLTARY. AND CM0E111AL DRAWING TITLE P.O. BOX 368 MATERIALS OF UBSEl1 COUM"ACP"G SHIP -LOOSE HEARTH Gm WG SM YAVOLS ARE PRONGED TO THE SAFETY HARBOR. F1;ORIDA 34695 I WW FOR FMPII+P O AID "I BE DRAMANG NUMBER PHONE (813) 7F6-1138 IVT CON MIK NO SE00 TRDu OMM AD-FP-0001 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 jzEV INIIOR 25 20 INC. FEDERAL MANUFACTURED HOME MNSTRWTION AND SAFELY STANDARUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 11 TRUSS SHEATHING APPROVED BY INC. FEDERAL MANUFAMPED HOME CONSTRMION AND SAFETY STAT+DAROS DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS FACTORY INSTALLED PLY FOR SHEATHED TRUSSES L SIOEWALL = 3/8' MIN. APA OR TECO RATED SHEATHNG APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TO ALL SHEARWALLS) MARRIAGE WALL PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES)FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTAIATION. 3/8' SHEATHING TO BE INSTALLED ON -SITE OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. VANDZONE III (18' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) (I10 MPH)ALL EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL- 1. 3/6• YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16• X l I EDGES AND 3• D.C. AlALL FRAMING MEMBER MEMBERS (NO GLUE REOUIRED) APPROVED BY ON MAY 1 a Itirell, .E r1l INC. Kn2 IFEMAL MANUFACTURED HOME CONSTRUCTION AND SAFM STANDARDS z JACOBSEN HD ES NOTICE: 111ESE SPECInCAnO"S DRAWN BY: R.R. DATE 4-27-98 REV. LETTER: m P.O. BOX 368 AND DRAWINGS ARE ORIGINAL PROPRIETARY, AND CONFIDENITAL MATERIALS OF JACOSSE9 MANUFACTURINGTRUSS INC SHEATHINGSAfETY DRAWING TITLE: HARBOR. FLORtDA 3Ati95 PHONE (813) 726-1138 SMUT MATERIALS ARE PROVIDED TO 1FIEREaunr fOR SPECIFICPLfMMS AMU MUST 6E KEPI DRAWING NUMBER: CON11DEN1IAL AND Sf.CRn FROM OTHERS. AD-HR-0001 12 HINGED ROOF DETAIL DSTW OF VAMI m UM ROOF MW WPM P09m m Str-w Pa9noM Is APPROX 22 1/Y. in ma ROOF SEnm sm]"laY WIN APARG UXA1E URM P= I" 3r of DO W NOF %CTKK AND AVOD WW WW 2FWCFA YMN URN RAIL HINGED ROOF IN SHIPPING POSITION SEQW HNO KK PW m RM eEAK OR 2 X 6 SPF (! FDO W POST mP RAC ■IH3-moirsusmQt3- fair WM sty - HINGED ROOF IN SET-UP POSITION NDS01 REF. CALL. PG. C-RF- 223.0 - 223.6 NOTES: EW;?ff t APPROVAL DAM APPROVAL• APPROVED BY 1. WACE RM ROOF SECn01 IN RMPO9= WME S1rN(i16 NNW IOIG P055 Mo Ksm Revised d Jun 06,2006 John C. Doeclen, Rk. INC. 1<2 Engil�ring, TIC FFDFRAI YANIFARINFDNOYF CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES mm� MG ARE A BY. O.A. 06-02-06 MY. � IDRArNC WOWS W WNiACMMC ROOF DETAIL P.O. BOX 368 HINGED rTwflMG SAFETY "ARBOR, FLORIDA 34693 go UTOW Ne P KNW A WE Amml IN 46CfIG AWW NO VM K NtAaeF>z PHONE (813) 726-1136 WT mfmmx AIO �F "m m m AD—HR-0002 13 HINGED ROOF DETAIL UNDERCAYMEHT TO BE GWED 3' MIN. ON BOTH SECIMS OF HINGE ROOF. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERLAVUENT AND AND A MIN. 4 1/2' (WIDTH OF ROOFING CEMENT TO TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION. (711S IS To BE DONE BEFORE RAISING MINCED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X¢ X 8' BLOCK BEHINO 2 X 6 OVERHANG FASCIA BOARDS AND SECURE WI1H 3-18 X 3- SCREWS EACH SIDE DF GAP. APPROVED BY , Nov 30,2006 0 r Revised PliNC. �n� FEDERAL MANUFACTURED MOPE CONSTRUCTION AND SAFETY STANDARDS LI N�1 BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS VAND20NE 11 (110 MPH) ALL EXPOSURES NOTE& ENG W APPROVAL: DARIA APPROVAL; I. BRACE RM5ED RW SEI:TIUI N THE RASED P0810 97011 SWINGING KPIM KNG POSTS 810 POSI110N. 1 r ys od John C. D08dm P•lIc K2 EnOW600 Ull' JACOBSEN HOMES TRESS SFEMIM Nor Nn MOM Ali DRATIII Br. D.T. 10-02-06 DRAWN 111M . HINGED ROOF DETAIL P.a Box 369 CROWL PRtFRRTMV. AN► Cu1nCDMX MA1 WLS OF .N000RN MAN FACMNC SAFETY HARBDR, FLoa A 34693 NT:,o, "mm" xv spram o TO m DRA111NC lAllNER AD-HR-0003 PHONE (813) h6-1138 RE ma NOT 7mRC nmm m MO K Tarn m.mmu me SamL'T am "AM 14 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN . ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15# FELT TO ROOF PEAK ONE-PIECE SHINGLE UNDERLAYMENT ' 2' MIN. OVERLAP (TYP.). .'6' MIN. TAR AS SHOWN I .(APPUED ON SITE) � '•SEE NOTE #3;.:: •. � ::. .......... . 1 i I .......... r� ^ ... .. .. 3' MIN. SEE DETAIL 'A' r—'1 I ....... r I r I r I I r I I I I LI 1 I r...... SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON ' SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE UFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTALLING THE 151 FELT AND SHINGLES. DETAIL A 0 r_'U En �A Z s is NOTES: 1. CEMENTING OF 15; FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED. Z. FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) 3. IDM.D THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED- ROOF A MIN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FDED ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS- AD-MR-OODI (WITH SPECIFIC END PANEL LAYOUT). AD-HR-0002. AD-HR-0003, AND AD-FIR-00D4. WINDZONE III (110 MPH) ALL EXPOSURES A PROVED BY SEP It 2ms PiNc. FEDE L MANUFACTURED HOME rnN RLIC110N AND SAFETY STANDARUS NOTICI& MAW BY: DALE REY. LE IM JACOBSEN HOMES gm vmmA=m AND PAwa Am M.T. s-2o-o3 MOUL PROMUARY. AND MWDUM& DRAWING TITLE: SHINGLE AND UNDERLAYMQJT _ w1ERWLS OF ,NDDes><t+ YANUFACILMIG APPLICATION ON HINGED SECTION P.O. BOX 368 M SLEN MAIMM ATE PROW=101E SAFETY PHONEHE((8 3) 726-1D 13B4S95 an SUM M M � rQnUL DRAWING NUMBER AD-HR-0005 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4" SCREWS, 6.1/2" O.C. I AX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WIT} (6) 7/ 16" X 1 1/2" X 16 GA. I STAPLES INTO EACH 15" O.C. RAFTER "AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) I NDSOI NOTES: I. SEE AD-OR-0007 FOR INSTALLATION OF UNDERLAYIENT AND SRINGLES. a�4�o4`� Jnhn 0. Doodwi, F.E. XZ ERg1 wring, Iric SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL WINOZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L - CRC - 167.01 - 167.02 APPROVAL I DAPIA _ APPROVED BY Revised IN Jun 09,2006 7nilNC. FEDEM ,sum HOME COMSYWI_a I �p SA�iETY STWIDARDS JACOBSEN HOMES Nonce WSE DRAWN BY; O.A. DAID 06-06-06 REV. LEMR: P.O. Box 3®a ND SPEWICADD"S ADRAW = ME MGM. PROPREIARY. AND COM71DIW "- sm °' A` ' "A'wm" m NC YATDiNS AR[ PR01[iD 10 71E n K DRAWING IRL PEAK INSTALLATION DETAILS SAMY HARBORi FLORbA Ur,95 PHONE (727) 726 i 1138 w m�DFI� P= y � DRAWING NU1 U µD AD-HR-0006 16 SHINGLE.ZUNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE . 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION j INsnTucnoNs. —tz INSTALL FIRST LAYER OF 151 FELT TO ROOF NTH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH ENO TO ROOF DECK AND/OR EMSTING FELT AS SHOWN. NOTES: TOP COURSES) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION INSTALL TOP LAYER OF 15/ FELT TO ROOF WITH A 6' MIN. (MOTH OF ROOF CEMENT AT EACH ENO TO ROOF DECK AND/OR EMSTNG FELT AS SHOWN. APPROVAL ROVED BY T AUG 0 1 2 INC. UR1D WDME SAFEff spNDAROS NOTICE ORATTN BY: DAIS: REV. LETTER J AC O BS E N HOMES IKK SPEorlCAWIS NO DRAVINM ARE M. T• 7— 28—Oa WMAL IRovTacrARr. AND OOI mmilAI DRAW TITLE: _ „ P.O. BOX 368 MATOW OF JAC<IM MNEiACTURK SHINIXE/UTDERLAYMENT INSTALLATION TO K SAFETY HARBOR, FLORIDA 34695 pE�ENI I0t 910 � NO EST BE PHONE (727) 726-1138 IVI COI WTIfL M MET (ROM ones. IORAwWG NUTBER: AD—HR-0007 ADDENDUM TYP. SHIP-IAOSE PLUMBING SUPPORT 1. PIPE CLEANER AND GLUE SH BY THE MANUFACTURER FOR 2. - 48" O.C. MAX. SUPPORT SPA FASTEN TO FLOOR FRAMNG MEME1rR W/ STAPLE OR NAL WM BANDING STRAP 'WPEO' AROUND PIPE AND FASTENED TO FLOOR FRAMING. A ME OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE DRAW OUTLET. WAX TARS CRADE CAN NOT BE ACHIEVED, NOT LESS AVIAN 1/8' PER FOOT MAY BE USED WHEN A FULL Slid CLEMWT IS NSTRO AT K UPPER END. END VIEW OF DRAIN PIPING ALSO BE SUPPLIED WING CONNECTIONS. NOTICE DRAM! BY: CAIE iffy. LETTER: JACOBSEN HOMES KSE SPECl1CAWG Mg MA%NICS AR£ R.R. 7-17-97 CACHAL PBU MIat AID WaKOIM DRAWMG TITLE: YAIWALS CF .MqC & YANVACTURS4 O ,�Mire P.O. eex Sae Sm w,m u A' PROM= w nc PLUM..ING SUPPORT SAFETY HARBOR, FLORA 34695 'Cron FCR W= PUtlM AND WM a BRAVING MA80b Lljm PHME (eu) 7za-iI38 V CONnOM wo MOO My coca AAO—PL-0001 18 19 12 4 FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE AD-PR-7002 � I ' i REMOVE ALL FACTORY INSTALLED - POLYVINYL BEFORE INSTALLING THE ON SITE PITCHED ROOF RAFTERS NOTES: IMPORTANT NOTICE E ON SITE PITCHED ROOF INSTALLATION INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES EXHAUST & ROOF), SOLAR TUBES AND PLUMBING VENTS SEE AD-PR-7007 & 7009. FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ROOFING DETAILS SEE SEE AD-PR-7008 SHIP THIS SEC. LOOSE (SITE INSTALLED) - - - - - - - - - - - - - FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) - FOR ROOF VENTING BOTH FACTORY J AND ON SITE SEE AD-PR-7005 & 7006 CENTER SECTION OF TRIPLE WIDE TYPI -�L TRIPLE WIDE HOME REF. PG. IW-07-0011 WITI- ilTE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS DAM APPROVED BY INRevised Oct 25,2007 174NC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NOTICE DRAWN BY DATE: REV. LETTER: JACOBSEN HOMES nm sKcwAmm Am oRALMm O.A. 10-24-07 , ORIGINAL. PROPRIETARY, AM CONFIDENnk DRAWING TITLE: P.O.min Box 3sa MATERIALS OF JACORSEN MANDFACTURNG ON SITE PITCHED ROOF DETAILS INC. SUCH MATERIALS ARE PROYOED FD THE ® SAFETY HARBOR. FLORIDA M95 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE: (727) 726-1138 I KEPT CWI ENUAL AND SECRET FROM PIERS. AD—PR-7001 20 ROOF. TO ROOF ATTACHMENT SECURE STE SITE INSTALLED 7/16' MIN. ROOF WITH 7/ 6 XI 1S1/2- X 6 GA. DECKING STAPLES DECKING SECURED MATH 7/16- X 1 1/2' (12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. UAX. TO EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE 11 it' MIN. STE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO I ' ALIGN WITH FACTORY INSTA :ED RAFTER BELOW. SEE NOTE /2 18' MIN. MAY BE RIDGE(SEE NOTE i4)S lk I DEGICING Mlq CROSS-SECTION FACTORY INSTALLED RAFTER (CENTER SECTION) • W1ND20NE'M ALL EXPOSURES (110 MPH) 20 PSF ROOF REF. PG. RC-07-0044 10 PSF D.L. NDS01 REF. CA= C-FS3 - 88.01 NOTES: ENCt1EER A"ROVAU DAM AMOWWL: 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH 2-110 X 4 I/2- SCREWS AT EACH RAFTER DID. SITE APPROVED BY INSTALLED PITCHED RAFTER TO ALIGN MATH FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) Jun 09,2006 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH ` I • #10 X 4 1/2' SCREWS 9- QC. MAX SPACING. 09 I SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. John C. P.C.' FEDERALMAmsACIUM"M K2 Enginwring. Inc. consT"uc"DM ANO smaTr sTANDAms 110 � CRAM 01. DALE: RCY. lET1ER JACOBSEN HOMES um SPEOWAIIAM AM MAUM AM O.A. 06-02-06 moo momm- rw em". Ago mrrmn,& DNAW4 TI11F: n wIUMS of �ACOMA AAAt LWAC11wf. /A-1` B�PF P.O. eox 3se W. � "lam AR PROW 10 � ROOF TO ROOF ATTACHMENT SAFEPHONE (727) 7261D 138 695 to epeamm `so MOO " of DNA>A+c wweER AD-PR-7002 21 RAFTER TIP CHORD ALT. CONSTR. RAFTERS 2 X 6 OUiIODKER 19' O.C. MAX. BETWEEN OUILOOKERS 1p•oc `2 X 6 OVERHANG FASCIA TENS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. 16" O.C. 4e0 2 X 4 NAILING BLOCK zz (INSTALLED ON SITE) MIN. (3) .131' X 3' NAILS FROM RAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131' X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ALL OUTLOOKERS SHOWN ARE 2 X 6 SPF j3 FLAT SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131- X 3' NAILS OR MIN. 7/16- X 2 1/2' X 15 GA. STAPLES 16' O.C. MAXIMUM INTO TOP do BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTLOOK 2 X 6 OVERHANG FASCIA W/IkIN. (5) 7/16' X 2 1/2- X 15 GA END ZONE ASSEMBLY NONE: STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) Qu1L MM 7Q BE SEGIiED Al EACH (TYPICAL AT ALL CENTER BRACES) � � p� SINGLE WISS ONLY RED D W751DE OF TTP. F 3 FT. AREA lill `EXTRA TRUSS MAY BE PLACED ON EIM SIDE NDS01 4OTES: 1. ALL TRUSSES LOCATED WTHIN 36OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREA ARE REQUIRED TO BE FASTENED PER AD-PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: QuANmY: PFNEIR im J31 PD NAIL 5 1 1/Y 15 GA. STAPLE 8 1' #8 SCREW 2 1' (INCL W) QUTLDOIER FASTENERS MAY BE #WADED MW 7W CIIDBD D0161 F PEIEMIM 15 MAINTAM. PH. CALCS. C-RC-197.01-197.02 ENGINEER APPROVAL• I DAPIA APPROVAL• John C. DoEd---n,'P k. 1(2 Enginjeging,• Inc. VANDZONE 111 ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY 000 Feeb05,2008 ANc. FEDERAL WWUFACfURED XDYE ODNSTRUCTION AND SAFETY STANDARDS rTM JACOBSEN HOMES xm IIESf s�TGIllals AID oR,,,.aa,waE DRAIN' BY:DATE O.A. 1-29-08• REv tFrnx P.O. BOX 368 QVWL PROPWM AID 001iOam MAIMMS OF 090B5E11 SIRWACTUM ORI„1N G ARE END ZONE RAFTER/OVERHANG A W- 90 MAIDIMS ARE Pfdrf a M VIE ASSEMBLY SA�HAR(CFLORIDA95 �26-1 00 oWSIBM WT CO0m mg A—PR-7003� 22 ON SITE PITCHED ROOF DECKING 'INSTALLATION TYP. ROOF FRAMING 16" ON CENTER — TRIPLE WIDE CENTER SECTION PEAK _ SITE INSTALLED DEDMG ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION & REMAMDEB OF AT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS (2 RJLL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE INSTALLED PITCHED TRUSSES WIDTH PER SHEATHING REOUIREMENT APA RATED ROOF DECKING (OR EQUAL) MANUF. INSTALLED DECKING TO HERE I Is UMNDZONE 81 ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L NOTES9 tx imttx &ItWVAt.: ux" N"Uva.: 1. 1/8- MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO EIE 7/16" APA RATED ROOF (24/0*MFW Revised olo SPAN RATED) DECKING (EQUAL OR BETTER). John C. L:J�a = Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE 14ilN . SAME DECKING PATTERN. FEDERAL IIANl1FJ1CfURED HOME 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCnON AND SAFETY STANDARDS GA. STAPLES AT 3- O/C EDGES AND FIELD JACOBSEN HOMES P.O.Box 3se SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 1m 1E AM DRw1� *AeY GIMAL. PROPRO Y, NO DDNRD IK YAllow S ar ,ucatig7l MMWAC1UttN6 SLO WIN" ARE F� 10 K WiECitillf FOR 9EDi1c NOW NO 0M F£ WT 00FE NUL NO WE NO 011t11li umMm O.A.pA1� 10-24-07 DmwmG 7111E: ON SITE PITCHED ROOF DECKING INST. DRAWNG MUBM AD-PR-7004 rrlmcl 23 n TYP. 50 SQ. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION J / CEILING PANEL—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF APPROVAL• OVED BY AIRevised Oct 25,2007 NC. MANUFACTURED HOME CTION AND SAFETY STANDARDS NOTICE: DRAWN BY: O.A.UA1t: 10-24-07 Rtv. Ltiltn' JACOBSEN HOMES WML ,A MVINGS A aRla+u. PRaPraErAR,r. AND caNF�oENnu DRaWlrtc nn.E: ❑„ P.O. BOX 68 W�� A dAZ ARE ROME MANUFACTURING MA SUM AL OF JACO A„� ro SITE INSTALLED PITCHED ROOF VENTS SAFETY HARBOR, FLORIOA 34695 REfi' R FOR SFEOK MHO AND WM BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFMTW AND SECRET FROM 01NERS AD-PR-7005 24 900L-dd-Ob snap lulu 13AMOn *Riaawx lm efll-9zt (LEL) 3►glid OWN 9WVHO is ON MOW 2036 IDi UO IV S69►f Y01t/OU 'NO8t1vH 1113lYS 9NI1NIA J008 � OWN �i� 99C X08 3 illl 9NMral1 WM O UW Ow 'AWLVJdCU ' WMM W-N-to .8.8 1W S-VW 5"�� WN SHWOH HgSgOOdr ;1311n AIN Rva -a 1w11a0 AMON SOHtlaNv1NOH 03HIlL MN'N'M ONI 4TNnr Ae a3AOU m " OOM JO NOI 03S HHIN33 USnVISNI 3 IS STWX 39Ywwm 1N3A 401 (S1N3emno3a 801 LUM 33S) 1N3A llol SLN3A M 10 -OS OS -dkl �_ F— r_1 r_1 Sirx MrMm at 3=MV it IN n z c -A a .zx IN h i L I � aar s-.rc a Xiu►.o>I �1i NaN �� I011�a: (�911 NOU35 83LN33 39 3Nn 831N33 r_1 0 1NI% H91H JKK Sol 1N3A MO1 / S11YM 39VISWR I I Q3MY.LSNI M013VA - AOOM 0 O O S 0 IFI S11YIL 39vRWR 1 1 F.i r_1 S -0-A 01 9-.19 ,9- 9 Ol .01-.91, f .01-.9► Ol ,f-.If t S-,1C 01 ,9-51 1 .9- Sl Ol 0 SIM lrolro :moKn NO ns x (.091) 0 S3 0H IMA U10 n0 'N S 001 1P J• `y (S 113R.V 3v mi 1voo 33S) r=ti MM335 mu A NO01/11LN3k �- MO! SLMlfb U 'OS 001 'dU S11YM 39VINSVOI / / c s ONI N3A A008 OF EXTEN SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED VENT CAP SITE INSTALLED FLEX DUCT (SEE DETAIL 'A') ZSITE SECTIONL OF RLED OOFER VENT LAf (OR SOLAR �— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING EX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — EXTEND PPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) IYP. CONNECTION TO VENT FAN, SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE IWALLS :XHAUST DUCT SPLIT 1ND FASTENED TO ROOF )ECKING OR BACKER iVITH MIN. 4— 8D NAILS N LIEU 7 FASTENING )UCT TO VENT CAP. SITE INSTALLED FLEX DUCT \-SHEEII METAL SCREW W"'b'-FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED MATH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'At I SHOWN INSTALL PER MACTURERS SPECIFICATIONS. FOR ROOF FLASHING INSTALLATION. ANUF BE RUN THROUGH EITHER A SOUARE OR ROUND DECICNIG. AIR DUALITY FLEX DUCTS TO BE SPLICED MATH SHOWN N THE DETAIL ABOVE. T PIPE INTO COUPLER MATH 1. FOR VENTS NOT 2. SEE OTHER DETAILS 3. EXHAUST DUCT MAY HOLE CUT IN ROOF 4. RANGE AND BATH/ ALUMINUM TAPE AS 5. SECURE SITE INSTALLED PLUMBING VEIN APPROVED GLUE. CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PPE (EXTEND 3' ABOVE ROOF) (SEE DETAIL 'B') PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE (SITE INSTALLED) SICOUPLER TE INSTALLED) VENT PIPE 0,.o-(FACTORY INSTALLED) DETAIL ' B' DAM APPROVED BY '� JUN 10 ►'` INC. OFEDERAL ANUFACTURED HOME TION AND SAFETY STANDARDS NOTTCr- DRAIN BY: DATE REV. LETTER: JACO BS EN HO ES mm sKmulmNS AM aA..ws AKR.R. 01-23-04 OMONAL. A+ ET+. ua COW0 1114 DRAWING TITLE: _ P.O. BOX 368 rIITEnuNs Of " P�'� PITCHED ROOF EXTENDED VENTS n[. Ala rAtErnAts ARE PI10VOfD TO nE SAFETY HARBOR. FLORIDA 34695 RECIPIENT foR SKCI RXBogs Ale rust K DRAWING NUMBER: ` PHONE (727) 726-1138 IV1 CT MNTK Auo_SIXT Isla OXIM AD—PR-7007 26 SITE INSTALLED SHINGLE AND UNDERLAYMENT 151 FELT TO HAVE A 6' YIN. OVERLAP AND A YIN. 6" WIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS. I' l-- i i I I I I r� 1 ! I ! I ! 1! I l 5 A _ FIELD INSTALLED 15{ FELT WIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYYENT WITH A 6" MIN. OVERLAP AND A WIN. 6' WIDTH OF ROOF CEMENT. 15j FELT ALSO CEMENTED NTH A V WIDTH AROUND ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF. • I FIELD INSTALLED ROOF SHEATHING (IYP.) I 6' WIDTH OF ROOF CEMENT WHEN I OPTIONAL 15f FELT IS INSTALLED. a us I 1 I OPTIONAL LAYER OF 151 FELT i I i l i I I I r� ONE-PIECE SIM E UNDERLAYMENT ROOF SWARM (TWP.) THIS ROW OF SHINGLES TO BE FIELD WSTALLED AFTER THE UNDERIAYMENT 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 DECNING FOR UNDERLAYMENT OVER LAP OF 6' MINIMUM. 1/2' TO FASTENING DETAI WNNDZONE W (110 MPH) ALL EXPOSURES NOTES: ENGNEER APPROVAL- OAPIA APPROVAL• 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPUED Oct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) �0`h� (�+dsn, r INC. 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 F-i1911 ic-0-lgl InG. E NS�c�no�N AND saFALTURED HOME ETY STANDARDS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES LVO770 >� ,tONs A10 GRAIItNCS AAE UI(A11fiUT: O.A. Die 10-24-07 R..1�,i�: 0a+pU4 PRQFWARX AND CMfDM 1Al MAMINS OF JACOW MANUFACnM DRANNG TIU: Im P.O. BOX 368 NC SUM MARIUS AM PROI�ED 10 THE SITE INSTALLED SHINGLE AND UNDERLAYMENT SAFETY HARBOR. FLORIDA M95 BfMW FOR 57t'liLC NFOSES NO MT lE ORANNG NUM00h LLLU PHONE (813) 726-1138 tart Catii0E1 U NO sEM IRON DTIIIM AD-PR-7008 77 IC G INST ROOFING TAR APPLIED OVER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. OPTIONAL SHINGLES MAY BE COVER ANY ROOF VENT FLAN THE SHINGLE TO THE FLANGE MG MASTIC (TAR). SOLAR TUBE DOME, WITH NAILEF FLANGE. SECURED TO ROOF, ON UNDERLAYMENT. AND TOP OF Fl UNDER SHINGLES. WITH BOTTOM FLANGE OVER SHINGLES (BOTTOI MAY BE COVER WITH SHINGLE T, SECURED WITH AN APPROVED G TUBE SUPPLIED B' SOLAR TUBE MAN. NOTES: 1. ROOF FLANGE FASTENED TO STAPLES 6- O.C. (SHINGLES ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS 'LIED TO BY SECURING EA WITH ROOF - ROOF WITH MIN. 1' X 1" X 16 GA. 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. APIA APPROVAL ROVED BY Jim � �? INC. MANUFACTURED HWIAE CTION AND SAFETY STANDARDS NOnCF- DRANK BY: DATE REV. LETTER JACOBSEN HOMES msE sKcw.A Io4 -o DAB �.T. o2—oa—oa ORIOMAL FROPIi[)ART. AND CONFIKIIIML DRAWING TITLE: MATT7OALS qF JACOBSDI MAWACDJFJW TYP. FLASHING INSTALLATION ,I P.O. BOX 368 NC SOLI MATERUMS ARE F VOM TO K SAFETY HARBOR, FL B A �695 REOMI FOR SI'EO/C KocaS AND MST E DRAWING NU1IBER. PHONE (813) 725-1138 RaT CO61"Uq AM SEC II FROM 01NIX 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. 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-COViNS WY.EN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W-EN ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSIALLED IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SLPPL'ED BY OTHERS). 9 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 & DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF t-O' (82• I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE 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, 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED- AROUND THE MAN I -BEAM (AS SHOWN ON TYP. 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 Tff 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 SLIDING FORCES 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A 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). I& ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE AFPROPRIATE TABLES FOR THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REQUIREMENTS. ALL BLOCKING DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES -MOTES: ONEER'ARM t II""fill/,// DAPIA APPROVAL p0 ROVED BY AL, THESE NOTES AND DETAILS ARE APPLICABLE a :' Q' No. O 10 FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 't 1 5 ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� INC AND EXPOSURE V. SEE APPROPRIATE TABLES FOR SPECIFIC INFORMATION ON EACH. 6/¢/� �, k. rowmnMovno NOTICE r4irlrT IInIIiT, %�� DALE: REV. LETTER C.L.Y. 5-19-95 JACOBSEN HOMES TNESE SPECNICATIONS AND DRAWNGS ARE A OiEONAE• PROPRIETARY. AND CON(IDOIIVI DRAWING TITLE: 0 rdE / P.O. BOX 368 UATEF495 OF JAC08%N 4ANUFACMNC TD-GENERAL NOTES /A a\ SAFETY HARBOR. FLORIDA 34695 R[�if RASPEh C PRSDO IT&M BE DRAWING NUu9ER: PHONE (813) 726-1138 XEPT COWIDDIML NO SECRET FROM OTIM AD-TD-0001 29 ADDENDUM NORMAL TIE-DOIVN SPACING TABLES NO Z � ZONE II & III/EXP. C & D j LONGITUDINAL TIE -DOWN SPACING TABLE I r� MIN. WIND ZONE a 7 WIND ZONE III V FLOOR Y!N• D1Y• ANCHOR YIN. OTY. ANCHOR WIDTH EA. END OF AN. EA. END IO AhE.E O� 1� EA SECTION YIN. 6 EA SECTION u;N. 9 �4 20'-0' 2 36' 2 45' 1 24'-0' 2 46' 2 60' 2 50' 3 38 26'-8' 2 54' 3 41 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE I DEL HEAD DBL HEAD ANDiOR ANGLE 4ADNG ANCHOR ANDS SPACING WIDTH OVERHANG LOAD LOAD 20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 24'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 25-4' 12' 8'-0' 31501 40'-50' 6'-8' 3150# ]��40_'-50' 0'-50' 26'-8' 12' 8'_p' 3150# 40'-50' 6'-8' 31501 LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III FLOOR uw. oTti u+D+at uw. oTY. ANCHOR �K WIDTH EA. END OF ANGLE EA. ENDSEC OF INGLE l� EA SEC YIN. A EA SECTION YIN. 6 �r\ 20'-0' 2 50' 2 68 24'-0* 2 70' 3 50' 25'-4' 3 45' 3 60' 26'-8' 3 45' 3 60 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE Ht FLOOR EAVE DBL HEAD ANCHOR ANGLE SPACING DBL HEAD AHDIOR ANGLE SPAaN LOAD WIDTH OVERHANG tow 20'-0' 12' 5-4' 31501 40'-45' 4'-0' 3150# 4O'-50' 24'-0� 12' 5'_4' 315011 40'-50' 4'-0' 31501 40'-50' 25'-4' 12' 5-4' 3150# 40'-50' 4'-0' 3150# 40'-50' 26'-8' 12' 5'-4' 3150g 40-50 „TE E�1I�u� '-0' 31501 40'-50' �p►R �i� DAPIA APPROVAL OTES:NSTE CFO 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. � ••�G RF ' v �S PPROVED BY� Q No. o'• 2. SEE AD-TD-0011 FOR UAXDAUM PIER HEIGHTS REQUIRED FOR THE LOADS _ ENEB 5 TABULATED ABOtiE. �''• ��OF :PINC. � O •• � FE7EAAi Y.wifKlU�N7E ',.,'c�J; • • O41, I A� • • G���.�` wsT�unnNO sA+ETT sma++De lroAL nATF• REV. LETTER: JACOBSEN TC.L.Y. HOMES THESE SPECinc oNSAND DRAMNCS ARE v� •�� - 5-30-95 CAGNAL, PROPEL'ETARY, AND CONFlDENTIAL DRAWING TITLE: • P.O. BOX 368 MATERIALS OF JACOBSEN MAHffACTURINC NORM. SPACING TABLES „ W_ SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOq, FLORIDA 34695 REOPUR fCR PECTIC RrPaSES AND WJS BE DRAWING NUMBER: PHONE (813) 726-1138 KEPT CW-MTUL AND SEQTT TROY OTHEM AD-TD-0010 30 -114 ADDENDUM J%v6s 5� ALTERNATE TIE -DOWN SPACING TABLES ZONE Il & III/EXP. C LONGITUDINAL TIE —DOWN SPACING TABLE MIN, WIND ZONE u IND ZONE III R.00R I1K SLY of ANL71tri N L41 DR. fA E1B OF ANDILKL MaE WDTH u o stc�oN ioL 9 FA sEL;DaLL nL e 23'-4' 2 54' 3 40' �O 24'-0' 2 54' 3 40' 254 2 Ur 3 44' 26'4 3 3Li' 30'-8' 3 4T 4 41' (SEE NOTE 14 FOR ANCHOR ANGLES) VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN, MAX. IND ZONE II WIND ZONE AI SPm ML NEAD LmD ARM ANGLE SPA�Ic 11LL. HEAD LDND man AUE FLOOR WDTH EAVE OVERHANG '2S 4' 12' 64 31501 W-45' 54 3150# 35'-40' 24'-0' 12' 54 3150# 40'-45' 64 3150# 3T-40' 254 12' 54 31501 40'-45' S-4' 31501. 35'-40' 21i-8' 12' 6-4' 31501 40-45 51-4' 3154 351-C 30'-Li 12, 54 31501 9--45' 54 3150# 351-9 (SEE NOTE 14 FOR ANCHOR ANGLES) ea�eeeaesrrss�os��� `eo N C. DpF Ooo o e9 wee a� • •• • 9 ' No 45484 m � Y STA Q •: �,�o REF. CALC. {� 1 p`�oe� C-TD - 215.01 - 215.20 �iiSd' ••....•- C? ee s()IVAI- NOTES: ERMW APPROVAL: DAPIA APPROVAL 1. SEE AD-TD-M FOR ADURONAL UAilE OM APPROVED BY I SEE AD-1D-Mi.1 FOR YAWN PER RE073 IEQI O FOR 7NlE LOADS TOUTED ABOVE. Jun 16,2009 IN[PiINC. 3. 1E-am Ma ON 70 PAGE AFFUCABLE TO DOUBLE WES ONLY. EM ANL7o ANGLE SNON�i IN THE CHART ABME ,CANNOT E ACHEVED, CONST I. CnONNOtA D SAFERED NONE FEDER4, CONSTRUCEN1N AND SATfTYSTANDARDS DLSTALLED AN APPROVED STABI M PLATE. JACOBSEN HOMES 1A� M.T. ��—�—os ` ` mm 1t1�,� ALTERNATE SPACING TABLES P.O. Box 3s6 MAIM" DF JA m YNArtAOmo SAFETY HARBOR, FLORIDA 3095 PHONE (813) 726-1138 W. SUM YAfeM AK pwW TO ME Ri FW RR 9= WRVB W MUN E YD' T caioemu AID MKTFM mm ORALING KNIER AD-ID-0010.1 31 ADDENDUM - TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TIE -DOWN SYSTEM 1 MAX PER AD-TD-0010 TABLE I PER AD-TD-0010 TABLE . PER AD-M-0010 TABLE PER AD-TD-0010 TABLE . PER AD-TD-0010 TABLE MAX TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.0 SEE FIGURE 20 FOR ALTERNATE 11-DOIM EMOD TV. am i>P ILaR smB1� III ,—a+Asss AN01OR ANGLE ANCHOR ANGLE SEE NOTE 5 FOR MAWN HEIGHT FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE M-DDVN YE A 1l 11 NOTES: ENGN`EER``� \AST rQQ�JAi.AP &BY A M' 1. SEE AD-TD-0010 FOR SPAONG TADLES II O G RF .A 1 1 i�J�/C Ni 2. SEE AD-TD-0010 FOR QIANITY OF LONQ�WIAL TIE -DOWN STRAPS REOLIF.M. �` ' Q� No' 3. SEE 01HER DETAILS FOR BLOG]0NG (PIER)I QUANTITY AND OTHER REOUIiEMENTS EhE8703571 INC, 4. SEE AD-TD-0001 FOR ADDH110NAL REOUIRIIEYENTS. - � ' V 5. ZONE 2/EXPMRE :V: 60' MAXMUM NEI HT 'd ' �No�e'nrwro� ZONE 2/EXPOSURE V: 44' MA)MM HEIGHT •• 4 P �� ZONE 3/DPOSURE V: 40' MAXWM HEIGHT '�i��it` •�///���////p�l�•. �\ `��� REF. CALLS: ZONE 3/E7POSURE V. 36' MAX4N11 i �i4���js's�o • . • • • • E� �����` al"I DATE. REV. LETTER: JACOBSEN HOMES No"c C.L.Y. 3-27-95 THESE SPE�1G710N5 AND DRAIYNGS ARE ORIGINAL, PROMETARY. AHD CONFIDENTIAL DRAWNG TITLE: P.D. BOX 36e MATERIALS OF JACOBSEN MANIFAC1UtNG FIGURES 1.0 AND 1.1 INC, SUCH MATERIALS ARE FRONDED TO THE SAFETY HARBOR, FLORIDA 34695 ROM"FCR SFf= RWOSM AND WST BE DRAWNG NUMBER PHONE (613) 729-1138 IVT CONFUNIK AM MIM RM OPM AD-TD-0011 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 1.0 TYPICAL CROSS SECTION SHOWING TIEDOWNS I I M RM u� ANm ANGLE (SEE ROLE 18) ANm ma (SEE WE E8) FIGURE 1.1 MMIN 9MM ON 95 t/f F-BEAM CaITERS W16' HGH SOW) e°es4sseieesQe�se�� �O.e�,F<N10 S�.F� a O c). 0 C? o0 c°��sSBn!'LA� eo�a°°e SEE 111015 FM MOM 11F1W NOTES:- 'W� - - - 1. SEE AD-1D-0010.1 FOR SPACING TABLES APPROVED 00 ON(16.2009 BY 2 SEE AD-70-0010.1 FOR QUMRTY OF LONGRUDIAL VE-DOVR1 STRAPS REWRED 3. SEE OTHER DETAILS FOR •BLACLDNG (PIER) QUAN71TY AND OTHER REWREMERM PIN 4. SEE AD-ID-0001 FOR ADDI ZONAL REQIRREMENIS FEDERAL MANUFACTIND `'' . HOME .w. 5. ZONE 2/WO5UBE : 67* MAXIM MW COMSTRUCROH AND SAFETY STANDARDS ZONE 3/E>G MRE V., 56' MA)OMIA1 HEIGHT 6. *EN ANCHOR ANGLE SHOWN ON AD-ID-ODIMI CANNOT BE ACHIEVED, REF. CALM INSTALL AN APPROVED STAIRLIZER PLATE. C-TD- 215.01 - 215.20 NOTica DRANK BY DALE 1tY. Lt.] ML'Ji: JACOBSEN HOMES 7= 7M AM MAW= AREM.T.06—o4—os w ems KOFF KaOrW WM A OAF MML B rG DRAWNG TITM. FIGURES 1.0 AND 1.1 P.O. BOX 368 m gum MA13M Am pBJM TO THE SAFETY HARBOR. RORIDA 34695 8EOi6B FRt SpE1D1C Il"i AYID HAiSI DRAWING NUMBER PHONE (8)3) 726-1138 W► t FUR Im SET Aril oeiHls AD-TD-0011.1 �ft ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 1�0 I (+� �1 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH WIND ZONE it WIND ZONE III WIN.OTY. EA. END OF EA. SIXTION ANCHOR ANGLE YIN. 0 MIN. OTt EA. END OF EA. SECTION ANCHOR ANGLE YIN. 0 12'-0' 2 43' 2 55' 2 50' 1 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX. EAVE OVERHANG WIND ZONE II WIND ZONE III SPACING DEL HEAD DELANCHOR ANGLE SPADNG DBL HEAD LOAD ANCHOR ANGLE 12'-0' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 13'-4' 1 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' jLONGITUDINAL TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III . YIN. OTT. EA ENO OF EA SECTION ANCHOR ANGLE YIN. 0 MIN.OTY. EA. END O EA. SECTION ANCHOR ANGLE MIN.0 12'-0' 2 64' 3 47' �j 12'-0* 3 37' 4 33' 13'4 3 1 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WAND ZONE III SPACING HEAD LOAD Low ANCHOR ANGLE SPACING HEAD LOAD LOAD AND�10R ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4- 31501 40'-45' 4'-0' 315099 40'-50' 13'-4' 6' 5'-4' 31502 40'-50' 4'-0' 3150# 40'-50' NOTES:"�OFO���''- I. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS. Id 2. SEE AD-7D-0013 FOR XULU PIER HEIGHTS REOUIRED FOR THE LOADS TABULATED ABOVE ENQNEER%av i .` �Q..��,VST�.941 �.. Q N0. ENE8703571 = - DAPIA APPROVAL APPROVED BY 5 114 3. IMAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' I-BEAW SPACING, 96' YA)CULIN SIDEWALL HE]GHT AND 6' lMA=IUN SIDE OVERHANG (6. OVERHANG MAX. EACH SIDE OF UNIT). * ' z___ �, AY � � STr' F _ y � � 44,; F� ��/��Q�.i •'�\`J�`�`• % .. INC. FED(Mt wwJALIVONM ma"6:10, Ale&gf" sviomm JACOBSEIN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 �AA11 MSE sKanCATMS ANDNOTICE: DRA111NC5 AIEI(f/ OfCONAL, PROPRCEURY, AND CCHFMLNTIAL MATERIALS OF JACOBSEN YANUFACTMNO BK 9JCH MA70ULS ARE PROVIDED TO THE RECPOR FOR 7ECFIO PJ-PM AIO 11151 BE IQPT carrwim uv sou FROM DTHETs Itll`TR`� ' C.L.Y. DAIE' 5-30-95 REV. LETTER: n /{�, DRAWING TITLE: NORM. SPACING TABLES DRAWNG NUMBER: AD—TD-0012 34 ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.2 SEE MUM 20 FOR ALTE[ In TIE -DOER WDiOD mm m FIGURE 1.3 SO FIGURE 7.0 FOR AI MATE M-KIN MMD SEE NOTE 5 FOR MAXM HIM NOTES: DAPIA APPROVAL ` �•��� C: Dp 1DNOTES. APPROVED BY 1. SEE AD--0012 FOR SPAgNG TABLES AND ` 2. SEE AD-TD-0012 FOR WANITY OF LONGMIDIAL VE-DOWN STRAPS REWIRED. �0: •�C� 3. SEE OTHER DETAILS FOR BLOMNG (PIER) WAN7ITY AND OTHER REWREYEMS N..z i I nON 14 4. SEE AD-TD-DD01 FOR ADDITIONAL REWREYENTS. EN 870357 J4lw 'I i 5. ZONE 2/ XPOSURE V. 30' MAXRAIY HEIGHT - INC ZONE 2/E>FOSTIRE b': IB' MAXIMUM HEIGHT A ,` OAF om ZONE 3/Ela MRE V- 28' MAXIMUM HEIGHT ZONE J/E1�O5URE V- 60' MA1DYUM HEIGHT ��0,� ••• / Oiq��,`,.\��'` • F NOMC1 'lli���,. N •LDR �r DATE REV. LETTER: JACOBSEN HOMES TWM SPECiTG1MS AND DRATIYi4 N"jj ,7���` C.L.Y. 5-19-95 ORIGlNA4 PROPRIETARY. AND CON WTIAL DRAWWG TITLE FIGURES 1.2 AND 1.3 A „ P.O. BOX 368 MATERIALS OF JACOBSEN MANNACIUT/IG W_ S M MATE MS ARE PRWM0 TO 7HE SAFETY HARBOR, FLORIDA 34695 REWOU FOR SfM PuaM AM WS1 BL DRAWING NIIYBER: PHONE (813) 726-1138 OUT C@110 TK AID SEDU R0I Ones AD-TD-0013 ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE-DO�Nl INSTALLATION METHODS SIDE VIEW OF MAIN FRAM: TIT -DOWN STRAP SEE OTHER DETAILS FOR TIE-OGMN STRAP SPECFICATX)NS, APPROVED ANCHOR MELDED TO MAIN I -BEAM (SEE OTHER DETA13 SEE W-TD-0200 FOR FOR WELDING) TO BE KSTAl1E6' RADIUS CUP DETAILS AT "WE FACTORY. (REOWRED INS LOCATION). (WIN. 31501 WCTLONG (DESIGN] LOAD AND 47251 LITMATE LOAD.) GROUND ANCHOR SEE OTHER DETAILS FOR SIM ANGLE AND OTHER INSTALLATION NOTES. SOLID HEADER (CROSSMEMBER) SEE AD-TJ-0200 FOR RADIUS CUP DETAILS (RZC AREO THIS LOCA110N} .SIDE V'.EW NOTES: 1. SEE AD-TD-DCVO FOR SPACING TABLES 2. SEE AD-M-OOIO FOR OUANITY OF LONG37UDIAL TIE -DOWN STRAFS RLOU:R D. J. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY M0 OrmER REOILREMENTS 4. SEE AD-ID-0001 FOR ADDRANAL REWRE11E M FIG URE 2.1 3' X 3//' (: 1/2) CUT INTO HEADER FOR STRAP ATTAChWENT. FRONT VIEW5(REOLWD MUST BE LOCATED WITHIN 5' OF MAIN (FACTORY CUT) CHASM '�� SEE AD-M-G2D0 FOR RADIUS CLIP DETAILS THIS LOCA 00N). TIE -DOWN STRAP SEE OM CETAILS FOR TE-DOWN STRAP SPECIFICAT10.NS. GROUND ANCHOR' SEE OTHER DETAILS FOR SIZE, A.WX AND OVER INSTALLATION i.YCR APPROVAL; ; N, ,. Al t. ��` 1111111110.1 A,1;CHOR BRACKET AND 7--COYLY DEVICES ARE CERTIFIED BY ORM FIGURE 2.2 Nomcd ORAVfN1 tlT. l7 C.L.Y. YA IL. C-13-95 RLY. {SIILR� JACOBSEN HOMES T� SKCMA�ONs AND CRAW4S ME OIOf m ritmanIT. AND cCATlO ilim DRAWING nni ,� P.D. aox 368 ryt SI101 MASS DF AACOlZN WMXACLOIC FlGURES 2.1 dC 2.2 MAfMALS Au HIOYITED TO Tw SAFETY HARBOR, FLORIDA 34695 avert ►OR Ptcnc Room AID uM E DRAWING NWBER: PHME (BI3) 726-113C ayl COInW41AL APO 3=7I'M OHM AD—TD-0015 47 1 TYPIC, IM CLAMP, MANUFACURED BY ENGINEERING. PART 159011 (xL MANu1'ACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) TYPICAL LONGITUDINAL ANCHDR STRAP (FIELD INSTALLED) NOTES:: I DAPIA APPROVAL I. SEE OTHER DETAILS FOR 5TRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY 1. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' 1MDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION rALMANUFACTUREDHOME 0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. INC. CON RUCTION AND SAFEFY STANOARCS ` 'JACOBSEN O.MES NO THESE SPEOFlGTtONSIANOO DRAWINGS ARE DRAWN BY: M. T DATE: 5-12-01 REIN. LETTER: ■ P.O. BON! 368'' �I ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING OC SUCH MAWJMS ARE PRONDED 10 INC LONGITUDINAL STRAP ATTACHMENT ' -_ SAFETY HARBOR, FLORID 34695 PHONE (727) 726- 13B REORENT FOT S WIC PIWOWS AND MUST It DRAWING NUMBER: IE31 CONFIDENTIAL AND SECRET HROU OTHERS AD- TD-0D16 38 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D t& j �+t V O v LONGITUDINAL TIE —DOWN. SPACING TABLE MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III WN. GITY. EA. A. EN EA. SECTION MCHOR ANGLE w+. a UK OTY EA. END OF EA. gcTaN ANCHOR ANGLE w►L e 10'-0' 2 44' 2 56' 12'-0' 2 57' VERTICAL TIE —DOWN / FRAME TIE —DON SPACING TABLE MIN. FLOOR WIDTH MAX. EAVE OVERHANG WIND ZONE u WIND ZONE III SPACING DL HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD MOM ANGLE 16-0" 12" 4'-0' 31501 40'-50' 4'-0" 31501 40'-50' 12'-0" 12- 4'-0' 30001 40'-50' 4'-0' 31501 40'-5T 12' 5-3' 31501 40'-50' 4'-0* 3DO01 40.-50. LONGITUDINAL TIE —DOWN SPACING TABLE MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III YBL OTT. EA. END OFANGLE EA. SECTION ANCHOR WIN. a MUL OTT. EA. END EA. SECTION ANm ANGLE UK D 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. NAND ZONE III MIN. MAX. WIND WiL II FLOOR EAVE OBL HEAD WIDTH OVERHANG SPACING LOAD 12* 4'-0' 31501 12'-0" 12" 4'-0' 31001 13'-4" 12" 4'-0' 3065,1 NOTES: 1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF THE ADJACENT SECTION MUST BE 71ED DOWN AT THE MARRIAGE LINE IN ACCORDANCE WITH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). 2. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. 3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED ABOVE. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 NOTICE 11/Jill DIESE SPEOFICATIONS AND DRAWAM ARE OWONAL PROPMETARY. AND COMIDENI AL MATERIALS OF JACOBSEN MANUFACTURWC WC, 9M MATWFMS ARE PRONGED TO THE REOPOtt FOR SPEcnc PU:,= AND "I K PAPf COIfWTA NO SECRET FROM ODERS ANCHOR ANGLE SPACING D' HEAD ANDHOR ANGLE LOAD 40'-50' 2'-8' 31501 40'-50' 40'-50' 2'-8- 31501 40'-50' 40'-50 2'4 30001 40-50' ENa;; � tvALoa�A A jfAt 5V `tD BY `]p?•��ST*;; REVISED Qh c� SEP 0 9 1 INC. moo''• ,9�1 g�' ' ��`` FEDI RAL MANUFACTURED HOME COI ISTRUCTION AND SAFETY STAND DATE: REV. LETTER: R.R. 8-27-96 DRAWING nTUE:OFFSET SPACING TABLES B DRAWING NUMBER: AD—TD-0020 S 39 ADDENDUM. OFFAT UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ SHOWING TIE -DOWN SPACINGS HAIL PER AD-10-0020 TABLE OFFSET SECTION OF TYP. FLOOR SYSTEM SECTION) PER AD-7D-0010 TABLE PER AD-ID-0010 TABLE PER AD-TD-0010 TARE YAWL FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE 79—DOWN MMOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR T^ MIm ANl]pR -�L ANGLEANGLE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNA7E TIE—DOA11 NOTES: 1. SEE AD-M-0020 FOR SPACING TABLES (OFFSET SEC11ON ONLY). 2. SEE AD-TD-0020 FOR OUANITY OF LONGITU IDUL TIE -DOWN STRAPS REOUIRED. (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCKING (PIER) IANTITY AND OTHER REQUIREMENTS. 4. SEE AD-M-0001 FOR ADDITIONAL REOUOUETITS. 5. ZONE 2/EXPOSURE 'C': 44: MAXIMUM HEIGHIl ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32" 0 24' WIDE MIN.) ZONE 3/EXPOSURE V. 32' MAXIMUM HEIGHT ZONE 3/EXPOSURE V.- 32' MAXOJUM HEIGHT (44' 0 24' WIDE MIN.) [TABLES ON AD-TD-0020 Il(l W APPLY TO 1NESE STANDARD I U1TL-WDE SECTIONS OF THE UNIT -SEE NOTE 1. AD-TD-M] TYP. FLOOR SYSTE11-7 ANCHOR MOLE TYP. MOTOR ANGLE FIGURE 3.2 U.lIBOE_ ALTERNATE TIE —DOWN MMOD '..&STERN .Q No. o� �ENE8703571 JACOBSEN TOMES NO710E THESE SPECIFICATIONS AND DRAIXNGS ARE ORIGINAL. PROPRIETARY. AND CONFDOLTIAL „� P.O. BOX 368 SAFETY HARBOR. FLORID 34695 MATERIALS OF JACOBSEN MANUFACTLATING RE PIENTT FOR CH AC 5 lARE � TOBE PHONE (813) 726-11138 ITT CKDENTIAL AND SECRET FROM OHM APPROVED BYE I 7NTI 4*ftv� &* iL _ INC �sre�MNt4 DALE REV. LETTER: C.L.Y. 5-11-95 FIG. 3.0, 3.1 & 3.2 A R. AD-TD-0021 40 ADDENDUM ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-GOAy SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3:2 FOR TYP. CROSS-SECTION NOTES OV �i�� DAPIA APPROVAL 1. SEE AD-M-0020 FOR S'AC-N� TABLES (OFFSET SECTION ONLY). . `�O Q�,G`STFR�CO�/!j''� APPROVED BY tv'o. O 1. Z (OOFFfSET SECTTO ONLY) AtiITr OF LQIGITUDIAL TIE -DOWN STRAPS REOIARED. NEE703571 ■w1 1 5 3. SEE OTHER DETAILS FOR BLO0_4G (PIER) OUANTIIY AND OTHER RECIMA NTS. � INC . SEE AD-TD-OD01 FOR ADDITIOt,AL REOUIREIIENTS. 9�' @ '^ r �. � � IlRwa w�1M11lD IO[ �� cootactawotvmNwcrlq �ottr IA L F...•��'�. JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARK-R. FLORIDA 34695 PHONE (813) 726-1138 THESE SKOnCNTIM MO DRAWMA,E MAT17CFWMAL PROPWART. AND mwm — YAIF'RIAIS Cf JACOM YAHUFAC1lAi311C RIG WCH MAXIMS AK PRMW TO THE RECPIXT tot 9'(C M ROM NO WM K PVT CWMTL,1 NO NOV IRON OHM MUM UT. c.L.Y. °A 5-11-95 �" �tt� /� . /-� DRAWING TITLE f ICi. 4.� DRATAHG NUMBER AD—TD-0022 41 I ADDENDUM �gt g�4 �1G �gS ALTERNATE UNIT TIE -DOWN SPACING TABLES S 5 ZONE II & III/EXP. C & D I i / LONGITUDINAL TIE -DOWN SPACING TABLE I VAND ZONE II WIND ZONE III U�iNODT ANCHOR u0l on. ANCHOR FLOOR . EA Cf ANGLE EA END ( ANGLE WIDTH EA TION YIN.A EA SECTION YQI. 0 I 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' ��O 25'-4' 2 50 2 67' 26'-8' 2 55 3 M. VERTICAL TIE —DOWN / FRAME TIE—DOIYN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPADAG I DBL HELD ANCHOR ANGLELOAD SPACNG DEL HEAD ANCHOR ANGLE FLOOR SAVE WIDTH OVERHANG LOAD 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900# 20' 24'-0' 12' 4'-0' 37DOI 20' 4'-0' 3950# 20' 25'-4' 12' 6'-8' 4000 15' 4'-0' 39501 22' 26'-8' 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE t MIN WIND ZONE II WIND ZONE 81 YIN. O EA. END F ANCHOR ANGLE YIN. On. [A END OF ANIOR ANO,E FLOOR WDTH SECTION UK 0 EA. SECTION UK 0 20'-0' 2 50' N/A N/A I 24'-0' 2 70' N/A N/A j 254 3 42' N/A N/A 26'-8' N/A N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPAONG DBL HEAD LOAD ANOiDR ANC E FLOOR EAVE DBLHEAD sPAONc ANGLE WIDTH OVERHANG LOADA4CHOIt 20'-0' 12' 4'-0' 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24' N/A N/A N/A 254 12' 4'-0' 40001 1 26' N/A N/A N/A 26'-8' 12' 4'-0' 40001 21' , ,,,,, N/A N/A N/A I ENQN!til�r11 PR�VAL'pOi,� �' . DAPIA APPROVAL FOR ADDITIONAL RLUIREIIENTS r .� O.'G\STt9�.ccy% ;�, 1. SEE AD=M-0001 .• Io. 2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REOUItED FOR THE LOADS TABULATED ENE870-1571 ABOVE.- 3. 20 WIDES -82' MAXIMUM I -BEAM SPACING ONLY. 4. 4' MAXIMUM INSET TO ANCHOR HEADS SEE AD-TD-0031 i .'`'' 6�14��" �_ ._........ �..:.. — ���leT ,9BAMRA : C.L.Y. DATE. 6-13-95 REV. LETTER: JACOBSEN HOMES TMEsE sKaFlCATRJNS D DRAMIGS ARE AN CapNAL PROPRIETARY. AND CC+rMTL& DRAWING IRL• ALT. SPACING TABLES P.O. BOX 368 °A1� Of.IAeoM MANUEACAMC INC. SUo1 MATERIALS ARE PRONDED TO TIE ORAMNG NUMBER: AD—TO-0030 SAFETY HARBOR, FLORIDA 34695 PHONE.{813) 726-1138 REOPENT TOR SPE= PJMSES AM last aE kVT MWICOMAL Am SECRET FROM OTdM 42 000# ����oRS ALTERNATE TDEE a DOWN SYSTEM(S) TYPICAL CROSS SECTION SHOWING DEDOWNS SEE NOTE 4 FOR MAXYAII NDQIT 4. FIGURE 5.0 S. FIGURE LI FOR RECOMMENDED M—DON MIWD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS WHEN USING THIS M-DOWN CDhMGURATIOH A ME CREST PRODUCIS YODEL 57SH (TYPE 21 AUGER ANCHOR TfIM A DESIGN LOAD (fORX= LOAD) RATING OF 4,000 POUNDS AND AN ULMIATE LOAD RATD;G OF 6,OD0 POUNDS MUST BE -USED. AN EQUIMANT ANCHOR 10 ,TDIG THE ABOVE SPECMCATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED DT LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N I. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS ALL WIND ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER. BY 'OUTBOARD' INSTALLING THE FRAME 71E-DOWN STRAPS AT THE I -BEAM THE MAX Z SEE 01HER DETAILS FOR BLOCIGN3 (PIER) QUANTITY AND OTHER REQUIREMENTS HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE 07HER DETAILS FOR THE 3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-D030). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS 4. ZONE 2/EXPOSURE 'C': 33C UAXW..ULI HEIGHT !Its ul.If- PROVAM') - ''•. • DAPIA APPROVAL ZONE `\\ �N v���'���i� /EI� ZONE J�OSURE C': 30- MAXSfJM HEIGHT 'D': O 1ST � - - _7. ZONE J/EIPOSURE THIS APPLICATION IS NOT APPLICABLE:. •'��� No, tci � ENES70'c T JACOBSEN HOMES NOTICE �I/IIII TKsE SPEORCA➢ONS !ORAWN BY: , C.L.Y. DATE 6-13-95 REV LLB` P.O. EOX 368 MID DRAW= ARE CMONAL. PROPIEETARY. AND CCMIDENTUI MATORIALS OF JACOM MANUFACTUtWC DRAWING TITLE: FIG. 5.O SAFETY HARBOR. FLORIDA 34695 M SUCH NATERLMS AK PROVIDD) TO THE RLCPUIf TOR 9'EfJ1t PJMM AM LAKT K DRAWING NUMBER PHONE (813) 726-1138 PUT cmawAL ko mau.mou oimm AD—TD-0031 43 �.E ADDENDUM "S ►1,L fv `u ,ORS g�4 1 0lk ;E ALTERNATE slm TIE —DOWN SYSTEM TYP. CROSS SECTION(S) SHOWING TIEDOWNS MOLE ANCL FIGURE 6.0 SEE FIGURE 3.1 FOR RECOMMENDED M-DOWN METHOD SEE NOTE 5 FOR R"m MIT (TMLES ON AD-M-= Dp.yQE APPLY TO "M STMOARD 1ANIT SECWS IF THE LIM -SEE IOIE 1. AD-1D-007L) TIP. FLOOR SYM-7 TTP. ANM ME ANCHOR MARE FIGURE 6.1 SE6 FIGURE 32 FOR RECOMMENDED M-DORM METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TFHETI USING THIS TIE-DOTTN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR W A DESIGN IAAD (IORID?7G LOAD) RATDIG OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVD.ANT ANCHOR MEETING THE ABOVC SPECD�iCATTONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: I. SEE AD-TD-0001 FOR ADDITIONAL REOXUDREMENTS. 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS. 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOYM SPACING TABLES (LID-TD-0020). 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DOIO). ' (ALSO SEE AD-TD-0020 AND AD-TD-0021) 5. ZONE 2/EXPOSURE V.- 32' YAXIMUY HEIGHT ZONE 2/FXP=RE 'D': 24" MAXIM HEIQiT 20NE 3/EXPOSURE 'C': 24- MAMIJ HEIGHT ZONE 3/EXPOSURE TY: 28' MAXIMUM HEIGHT THE ALTERNATE TIE -DOWN METHODS SH011SN ABOVE ARE ACCEPTABLE FOR USE IN ALL WJNO ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'O', HOWEVER, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAM THE WAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. C. Doe"I'll Vo No.�Fo FZ STaTE:(QF •��` ROVED BY N.11PINC,5 JACOBSEN HOMES > NOTICFDHuwN,s' 0%W" I% %% C.L.Y. DA>E 5-30-95 `V `E" OICINAL. PROPRIETARY. AND COUIDENYHAL DRAINING STjI TITLE m MATERIALS OF JACOMAMIFAnJRNG P.O. BOX 368 W_ SIG4 MATERIALS ARE PROKO TO NE FIG. 6.0 & 6.1 SAFETY HARBOR. FLORIDA 34695 . REOW FOR SPECYIC PIMM ko MM BE DRAYANG NUMBER; PHONE (813) 726-1138 WT C�HPOOHTIAL AIO SEav 11HOY omm AD—TD-0033 45 ADDENDUM ALTERNATE TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE t (+ MIN. WIND ZONE II WIND ZONE III SIN• OTT. ANCHOR WIN. OTY. ANCHOR FLOOR EA. END OF EA END OF �tl 1K" WIDTH EA SECTION IN. YIN. 6 FA SECTION MIN. uIN D 12'-0' 2 43' 2 55' 4 0 13'-4' 2 50' 2 68' I I VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD OAD ANCHOR ANGLE SPACING IDOL HEAD IDOLANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'—D' 6' 4'-0' 37501 20' 4'-0' 39001 22' IS-4' 6' 5'4 38501 25' 54 3960# 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS j LONGITUDINAL TIE —DOWN SPACING TABLE WIND ZONE II WIND ZONE III YIN. OTY. ANCHOR YIN. OTT. ANCHOR FLOOR WIDTH EA END OF EA SECTION ANGLE YIN. B EA. END OF E.A. SECTION ANGLE MR. B 12'-0' 2 64' 3 47' 12'-0* 3 37' 4 33' 13'-4' 3 1 42' 3 1 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III SPACING HEAD LOAD ANCHOR ANGLE SPACING DB OAS ANCHOR ANGLE FLOOR WIDTH SAVE I OVERHANG 12'4 6' 4'-0' 3950E 25' 2'-8' 39300 20' 13'-4' 6' 4'-0" 39601 25' 1 2'—B' 4000 j 30' THIS ALTERNATE APPLICATION REQUIRES4,,000 POUND ANCHORS NOTES ENG111 ff- `PR�I O /�� DAPIA APPROVAL;TEF ''• 1. SEE AD-To--000l FOR ADDrn i AL aEauGtO+ENTS=���`�0?�G� No R1��2'�'s APPROVED BY •�: 2. SEE AD-TO-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS z ENEB703571 19 TABULATED ABOVEINf J 3. MAX EAVE OVERHANG REFERI10 OVERHANG AT SIDEWALI. NOT FRONT OR REAR. �' LNG '� � 4. ABOVE TABLES APPLY TO 160 FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' %�0•''.•/AA6,, q` •��� a>�allosrtniwpvq MA)DIlU11 SIDE �'•�'�4t` ' .v01 `- ',(�� 1-BEAM SPACING 96' MA70Mlbl SIDEWALL HEIGHT AND6' ���• OVERHANG (6' OL4RHIWG MAX EACH SIDE OF UNITS •fff (>Jj1T11 DATE REV. LETTER JACOBI, EN HOMES T1sE spEOXA A DUNIM ARE C.L.Y. 5-30-95 aaam PROPICEURT. AND CON rMTLAL DRAWING TITLE: %` TABLES MATERIALS OF JACOBS N MANUFACIMNC ALT. SPACING /`� �� 36e NC SUCH YAl17tN15 IRE PROMOED i0 THE SAFETY434,01 FLORIDA 34695 RTaPQNT Fat SPECTIC PAJU S AIO Misr BE DRAWING NUMBER PVT CardWTUL APO %CFU PROW 01H= AD—TO-0040 PHONE (813) 726-1138 46 RvQ0 ADDENDUM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM ANGLE ARM FIGURE 7.0 SE FIGURE L9 FOR RNCOMIE IDED TIE -DOWN METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR HAINUM HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TRH A DESIGN LOAD (WORKING LOAD) RATING OF 4,000 POUNDS AND AN URINATE IDAD RATING OF 8,000 POUNDS MUST BE USED. AN EQUIVMAXT ANCHOR MELTING THE ABOVE SPECIFICATIONS WE BY ANOTHER MANUFACTURER MAY BE USED IN LEU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-ODD1 FOR ADDITIONAL REQUIREMENTS. 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035). 4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 18' MAXIMUM HEIGHT ZONE J/EXPOSURE 'C': 28' MAXIMUM HEIGHT ZONE 3/EIPOSURE'0': 28' MAXIMUM HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL WIND ZONES AND N BOTH E1POSIM 'C' AND EXPOSURE V. HOWEVER, BY INSTALLING THE FRAME TIE-DOMN STRAPS AT THE 'OUTBOARD' I-BEAY THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. 00 ]O?�,%STE G Q No. F6 % 5TA DAPIA APPROVAL:' APPROVED BY *OorON N 5 LNG Co.. .....:wwr"51 co...�u..wwmsTMow JACOBSEN HOMES P.O. BOX NOTICE' ''14T11 TMEg SPE0F1CA110N5Am DRANNIS RE A A ORIOIAL PROPMETARY. AND WNFICOIIIAL HAT FAMAIS OF JACOR EN MANUFACTIRK 111 ' C.L.Y. DATE 5-30-95 �v DRAWING TITLE - FIG. 7.0 „ SAFETY HARBOR, FLORIDARI34695 nc 9" YATIFULS ARE PRO'MM TO THE wart FOR gf= FUVM NO mm a DRAWING NUMBER PHONE (013) 726-1138 IIPT CORWTA AM SE00 TROY OTIERS AD-TD-0041 47 SEE DETAIL SEE ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP, DETAIL 'A' STRAP BUCKLE WITH 31501 CAPACITY MINIMUM (DESIGN LOAD) DETAIL I ( B' L -BEAM LL DOWN TIGHT TO OUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL L C' THIS TYPE OF PROTECTION MAY BE USED FOR T�Y,3RIiUAT LONGITUDINAL TIE CONNECTIONS ALSO. 1.. S T/(�;c,''��. NOTES:. I ELtCItTE'69:aP+v�a-' �RF .`C %DAPIA APPROVAL: . Q No. o '•• APPROVED EY 1. SHOWN ABOVE IS ONLY O�1E METHOD OF STRAP ATTACHMENT = 910334 AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET — o,a •; = THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. — 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS = STATE OF WHERE THE ANCHORING SYSTEM REQUIRES THE USE : �O••••• / P. ' �' OF EXTERNAL STRAPS OR I CABLES (SEE RADIUS CLIP). �'�,'rF IAN• ���` VMS YE D AND OTHERS NOV 2 4 1998 14 1prl I JACOBSEN HOMES P.O.IBOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTIC& TTusE sPEaFICATwxs AND DRAwNCS ARE ORONA, FRUP-MMARr. AND UUMMIENIIAL MATEMALS OF ACDBSEN MANUFACTURNG INC M YATMALS ARE PROYM TO THE RECPINT FOR SECFIC PURPOSES AND UST BE OUT C04-M UI AND SECFFT FROM OTIERS DRA" BY: M.T. DATE: 11-18-98 REV. LETTER: DRAMNG TITLE: MISC. TIE —DOWN DRAWING NUMBER: AD—TD-0050 48 ADDENDUM NORMAL TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D �0 i LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR NTT. ANGLER Y.O FNDiCIR t (�� WIDTH k EA. END OF ANGLE A.FI O EA EID OF ANGLE ANGLE �V Ea SECTION Lml. B Ea SEcnDN Im1. e 30'-8' 3 40 3 25 l�yo VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPAONG D9L.ICAD LOAD aN R ANGLE SPAONc ° AxaoR ANGLE OAAD 30'-8' 6' 6'-9' 31501 41-46 5'-5' 31501 1 44-49 LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE U WIND ZONE 01 FLOOR ►ml OTT ANER YPL AN WDTM Ell END OF ANGLE EA OF ANGLE O r Ea SECTION La sEcnDH Eel SECO uw. e K 94 4 42 4 25 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE Q WIND ZONE IH FLOOR WIDTH EAVE OVERHANG SPAONG DBL H``AD LOAD ANO1oR ANGLE SPAONc D AN01CLt ANGLE LOAD 30'-8' 6' 4'-6' 31501 46-50 4'-0" 31501 49-52 VANNONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. GLCS C 414_ 14,01- 4, ttt1Ni11111111/�� NOTES: �0. T �j•, S DAPu APPRovN, a., 0 MfOV� I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENIS. O ' No. RF ••'•. �; APPROVED BY 2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS 910334 TABULATED ABOVE IN14INC. -^: STATE OF* �� = • . .,(�•. �` '•� O `�� FEQIYiI YAM/K1UKD�dE W6IRCIIRIAAOiAfFITiWLYYIDf J A C O B S E N HOMES N01 TNESE sPEa►Tu�TIONs ANo oRAnr1CS ARE K11 BY: M.T. DATE 2- 8- 99 REV. LETIM ■ „ P.O. BOX 368 ORILINAI. PROPRIETARY. ANo CosoENTIAL MATERIALS OF ,ucoesEN 1610WACtu iNC DRAWING MILE: NORM. SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 Wt S" MATERIALS ARE PROVIDED TO THE �CO rCR � MO �SrRow OAM � DRAKwC NUUBER AD—TO-0070 v(p 49 ADDENDUM TYPICAL SIDE ELEMA110N SHOWING TIE -DOWN SPA MM PER AD-TD-WQ TYPICAL CROSS SECTION SHOWING TIEDOWNS SET ANCHOR OF TIE -DOWN SYSTEM PER 0-71111­00 TABLE PER AD-ID-0M0 TW PER AD-TD-0010 T E PER AD-TD-0010 TABLE * MAX FIGURE 10.0 SEE FIGURE 20 FOR ALTMATE 75-DOIN KMOD TTP. FLOOR SYSTEM III �CNAS9S s SEE HOLE 5 FOR N I11.bHOR AHLIE ANOIOR M E FIGURE 10.1 (� 0 MPH) III SEE FIGURE 50 FOR ALTERIM 11ErDOIIN MMD 20 PSF ROOF �I 10 PSF D.L REF. CALCS rvII` O S' I EN` �';.•� E••'' �,�! '�' v DAPIA APPROVAL. ACNC 1. SEE AD-1D-0070 FOR SYTABLES G� : �Q� No. �• APPROVED BY 2. SEE AD-TD-WO FOR OUMTY OF LONGIIWAL 'M--DON STRAPS REOURED. 91033�: 3. SEE OTHER DETAILS FOR BLOCIQJG (PER) WANTITY AND OTHER REOURELENTS.cc oos * •. ' 4. SEE FULL ADDENDUM FOR ADDE110NAL REOUREUENTS. 5. ZONE 2/EIPOSIK V. 56- MAWA HEIGHT ;.•o . STATE OF *.90''' � ��C INC. ZONE 2/EIPOSIK V: W MAAMW HEIGHT �P:•' '�i� • ND1 p a�� �� ••. .�•' �� , , oNote • ZONE 3/DPOSIIK .- 56' MA)OMIIM HEIGHT '�i ts/ ` cox;twcrunwos Trsi�+�s ZONE 3/DPORK V.- 40' MAIOM�IM HEIGHT JACOBSEN HOMES NO13ci THESE sPEaIr icATms Am mA a A� DRA M.T. DATE 3-1-99 REV. LETTER: P.O. BOX 368 CRONAL. PROPRIETARY. AND caR WRAL `AMOL5 OF MCOB M MAMNA`1HrOC DRAWING TITLE: FIGURES 10.0 AND 10.1 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 W_ 9AH MATUMS W PWMM M THE REfpim FOR SPf= PUaP03S AM WSr BE sr carfmmK NO SWU FIRM 07HM DRAWING MINDER: AD—TD-0071 I-& ADDENDUM- NORMTIE-DOWN AL SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 0 WIND ZONE III FLOOR WIDTH MIN. OTY. Ell END OF Ell ANCHOR ANGLE ►nx. a 14K OTT. EA. END OF Ell sEcnaH ANCHOR ANGLE lux. s �U �O Vv sEcnoN 15-4' 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III SP"aR" DBL HEA LOAD mm km SPAONG Da. HEAD LOAD MOOR ANGLE FLOOR %IDTH EAVE OVERHANG 154 6' EACH SIDE V-10' 31501 40-46 5'-6- 31501 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. VAND ZONE II WIND ZONE III o\ FLOOR MIN. OTY. ANCHOR UK OTY. ANCHOR ( WIDTH EA END OF ANGLE EA. END OF ANGLE v EA SECTION UK CA. SE1►ON WL 6 15-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX 00 ZONE 0 WIND 2ONE ID FLOOR WIDTH EAVE OVERHANG SPACINGL04 DBL Han ANCHOR ANDS sPAaxc Da. HEAD LOAD ANCHOR ANGLE 15-4' 6' EACH SIDE 4'-6- 3150 f 42-50 4'-0* 31501 44-50 WNDZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS. h%� -� 2.O! - �2 NOTES: ENpN,Wov il(y,%, DAM APPROVAL a 1. SEE FULL ADDENDUM FOR ADDInONAL REQUIREMENTS. `�`� CY' ';\STEq'• . `�a'•• ': APPROVED BY No. 2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS 910334 TABULATED ABOVE I MAIL EAVE OVERHANG REFERS TO OVERHANG AT SIDEN'ALL NOT FRONT OR REAR. • � Z 0 STATE INC. 4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 it' 2' •'• .` ''�� rtaRKwouicru�a I -BEAM SPACNG, 96' NA)aMUN 9DEWALL HEIGHT AND 6 MAIDMUM SIDE • � D � �` opsTlucTaAiowtTrtwoan� OVERHANG (6' OVERHANG MAX EACH SIDE OF UMT). ' �b J A C 0 B S E N HOMES THESE sKanCAIMS' AM ORAWNCS ARE T 11` BY' M.T. T DA1E REV. LETTER 2— g— 9 9 ® OR*NAL. 1ROPWETARI, ANO CCKTOCNTIAL YAIERIALS OF .KCOBSEN YAHUFACTURINO P.O. BOX 368 DRAWING TITLE: NORM. SPACING TABLES WQ WEN LIAT17OALS ARE PROVIDED TO 1HE SAFETY HARBOR, FLORIDA 34695 REaPIDIT FOR SPEOT,C PLW=5 me uAl BE PHONE (727) 726-1138 WT WinDENTIAI MO SECRET IRON OX K DRAWING NUMBER: AD-TD-0072 51 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS 24' I TIE-DONN SPAONC MAX. PER AD-TD-0012 TABLE TYPICAL CROSS SECTION SHOWING -TIEDOWNS ADDENDUM TIE DOWN SYSTEM TIE-ms PER AD-ID-0012 TABLE PER AD-"12 TABLE - PER AD-TD-0012 TABLE - PER Ail-TD-0012 TABLE MAX FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE TIE-DOTN W OD s SEE NOTE 5 FOR MA=N LEKHT N GLE SET � HEAD, FIGURE 10. 3 (110VVINDZONEMPH 111 � HOME (�.) (110 MPH) SEE FIGURE 7.0 FOR ALTERNATE TIE-DOTN iOMD 20 PSF ROOF 10 PSF D.L IF. DAL CS. �' u� - G� � � 9 2 • G46? \,�T,ITII2 IIAAA' / NOTES Et1( ....,• �• '�i DAM APPRovA' J 1. SEE AD-TD-0072 FOR SPMW TABLES AND NOTES. : •Q�i. No. Fp �: APPROVED BY Z SEE AD-TD-0072 FOR QUALITY OF LONCiTUD1AL TE-DONN STRAPS REOLIRED. 910 . 3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REQUIREMENTS ��� • * - ON 14 4. SEE FAIL AODENDIIM FOR ADDITIONAL T QLIIREIIENTS. * ' ' -Q STATE OF . ZONE 2/DPOS111LE V: 56' MAIOMUM HEIGHT Ism �INC ZONE 2/E�OSIAtE V. I" MA)aMUMET T C�"� ZONE 3/ XPOS11RE ': 56' MXV=ZONE 3/DPOSLIRE b': 56' MAWLIM IT s•. JACOBSEN HOMES 0080 „ P.O. Box 368 El SAFETY HARBOR, FLORIDA 34695 PHONE (727) 126-1138 THESE SPECRICATNTNS AND DRAW" ARE ORMAL. PROPRIETARY. AND CCN10EENTIAL MATERIALS OF dACOBSEN MANUFACRIRINC NC SUCH MATERIALS ARE PRONGED T0, THE RECFIENT FOR SPECF C PMtPM AND V= BE N:PT CONRDOMAL AND SEUM FROM UMEM r. M.T. DATE: 3-1-99 REV. LETTER DRAWING TITLE: FIGURES 10.2 AND .10.3 DRAWING NUMBER: AD-TD-0073 52 ADDENDUM S�I OFFSET TIE-DOWNUNIT TABLES ZONE II &III/EXP.PCC& D 1 LONGITUDINAL TIE —DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE Ill FLOOR MR CITY. ANDIOR WL CITY. ANm �r MOTH EA ff EA END OFN QE SEC EA sECTID11 MIL a EA On WE e 12'-0' 3 41' 3 61' 114 2 54' 3 41' 15'-4' 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE a WIND ZONE N SPADING In A11010R ANGLE SPACING Lm ANCHOR ANGLE MOTTHH OVERHANG EAVE 12'-0' '12' 5'-0' 31501 40' 4'-0' 3150j 39' 13'-4' 12' 5'-0- 31501 41' f_lr 1 30001 40' 15'4 12' 5'-0' 31501 43' 4'-0' 30DOI 42' LONGITUDINAL TIE —DOWN SPACIIJG TABLE MIN. WIND ZONE N W ZONE NI MK CITY. ANM W L D1r. ANONOR FLOOR VADTH EX W mu FA FIND OF ANp E V EA. SECtION A SECIN 111. 9 FA EA SEC110N 1/l e 12'-0' 4 45' 4 60' 3 45' 3 60' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WAND ZONE I WIND ZONE M SPACNG L ANOIOR ANGLE SPACING In Man ANGLE FLOOR MOTH OVERHANG 12'-0' 12' 4'-0' 31501 40' S4 30001 X 13'-4' 12' 4'—O' 30650 41' X—O' 30001 39' 15'-4' 12' 4'-0' 30651 43' S-0' 30001 41' NOTES: �6 _ C4tz5, c- Ft,- 1-6�Or— �6. 12_ ENGINEER � . tfII�P, R1F CAN:Cs C- U- e.:.DO�Q,,i�s 17: OS 1. OFFSET SECTION 1WTH 1HE MARRIAGE LIE WALL MENDING BEYOND T1E ENDWALL OF TIE ADJACENT SECTION MUST BE TEMARRIAGE D DOM AT THE LINE INACCORDANCE %'�`'+�` 's.� QT1F1Cq�; ��A, D ��' 6 F BY WITH THE TABLES ABOVE TIE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO • ; BE TED DOWN N ACCORDANCE WITH THE NORMAL SPACING TABLES (SEE AD-TD-0010 ' ' JUN FOR 12'-0' & 13'-4' WOES, AND AD-7D-0070 FOR IS'-AVWDES}pe Z SEE AD-TD-0001 FOR ADDITIONAL REOU IRElENTS. 0 * A Ar ` s'. v INC.SEE AD-M-0081 FOR MAMA PER HEIGHT REOURfD FOR THE LOADS TABLIATED ABOVE ,c�� GpRl9P •' �+Q��i •• .•' '�, • •,........ I LIHANLIFIICTU RED HOME �� JACOBSEN HOMES umwa imma a ow► �� + : _bvj f,0 0-TA•T• DAM'6-8-04 REVM ' L DRAWING TITHE: OFFSET SPACING TABLES P,o, eox 3se ,. . QWKV. PRa�11ETARY, AND MAm IFIUNB �' JACOOMM YAlJ<F �,,aN ,,�„ m r DRAWING NllYn AD—TD-OM SAFETY HARBOR, FLORIDA 34695 PHONE (727) 720-1138 RiMW FOR SPf1i1C PORIwES' IM COMFEDRIAL NO SCM 53 p TYPICAL SIDE ELEVATION SHOVANG TIE —DOWN SPA r0111t,7 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM WO SECTION) l It FIGURE 11.0 SOS F[CORB 4.0 10I1 Ai18R11 E M-DOIN MTIOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS M1E 5 Fat MAI " tMIT >• t— Not mm =1 IR t F— ANt✓}IOR ma ANa10t ME —a IR ANaF NRaE p6 CgL�/�G F FIGURE 11.1 c-su-14 - �6,r� FIGURE 11.2 -gv SER RGUl3B &1 FOR ALURM =A)OIN In FOB AtO�l M n6-DOIN 900D Ali 4•� OAPIA APPROVAL I. SEE AD-ID-0080 FAR SPACING TABLES(Or sEclHCHt ONLY} f:''' :;�Fi ' •. t� o PPROVED BY c sd 2 SEE AD-TO-OOEO FOR QUAITY OF LONtiTUDIAL TE-D01Ni STRAPS REMO. (OFFSET SECTION ONLY) I 0.00454 {� 3. SEE OTHER DETAILS FOR BLOCIOtG (PIER) QUANTITY AM OTHER REWIREIIENtTS. ;• ,JUN 4. SEE AT-TD-M FOR AMMON& RE IIREMENTS. OLi' I N C 5, ZONE-2/EINPOSIRE V: 48' MAMM tW •A. ZONE 2/D TY: 40' MAXUJM HEIGHT-36' FOR I2'-O• WIDE UNITS �,9�.�"•. fib., p.; •'• aSRAL NUFACTUREDHOME ZONE 3/k70'O6tlRE'C: 48' MA>QIUY FEIfAiT '•... {3{�.. ��RUCTIONANDSA MSTANDAROS ZONE 3/E7tPo9URE V. 40' MAWN F 1QIT:i`��4� NOTICE`. r p .:R : pRAvow. DATE REV. LET: JACOBSEN HOMES THM SM09MIM ND NOM AM M T. 6-8-04 TER ORtaaL. PROMIUM. Ago CANAL MAW TITRE A P.o. eo Sea MATM� OF JAca M MANWAt:Mu M FIG. 11.0, 11.1 & 11.2 PON"NG SUCH MAMUM ARE PROMOS 10 TIE SAFETY HART30R, FLORIDA 34695 t>EDlf FOR SPEOIC PIApOSfS AIO MIST O D�gQ{; PHONE (727) 726-1138 IVT OOFURAL AND SECRET FF M 01 M AU-TD-0081 54 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE —DOWN SPACINGS FIGURE 12.0 SEE C lLGS, X, G- sd - 16 • of - 16 . z. SEE FIGURES 11.1 AND 11.2 FOR TY?,o,4RIi ,S,, SECTION NOTES: ENGIKEkf . "� Ttq , .( �ii�r DAPIA APPROVAL'1. SEE AD-TO-OOBO FOR SPACING TABLES (OFFSET SECTION ONLY) , �' �� N0. ,�?���_ ✓ _ '�, 2. SEE AD-TD—ODBD FOR OUANITY OF LONGITUDIAL TIE-DOW STRIPS REWIRED. a 910334 (OFFSET SECTION ONLY)* • mes •T�i �: ^i,'r t' 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER R-cOUWENENTS. w A � ' Q' ''ran �'_ I�� b STA I c : �14 ... =. y N I 4. SEE AD-TD-DODI FOR ADDITIONAL REOUIRENENTS. ���Dit��'•!NDIP,r�P `� ,mo t' F' `� i r\, s .` ECEP.i:_ MANN FA TLIRED r e, ONSIRL!G110PJA,cDbAFE1YSiA'."L�,,ri.,S JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. UTTER: mESE sKanCAIIDNs AND DRATMNI S NIE R.R. 5-9-01 ClUCWAL. PROPRIETARY. AID OONFWTIAL DRAWING TITLE: P.O. BOX 368 WEIIIAT.S OF .IA000M NAMiACnIRDNG FIG. 12.0 _ SAFETY HARBOR. FLORIDA 34595 w oov YA1KancDUS ARE ms AND To nit AECwENr root st;anc PwrosEs AND Iusl eE DRAWING NUMBER: PHONE (727) 726-1138 AEPT COMOOITNL AND 5E9tEI FROII OT47& AD—TD-0082 ADDENDUM_ " SPA LNG s�'101 10 HIGH SIDEWALL TIE -DOWN TABLES 0 & 10' ZONE II & HI/EXP. C & LONGIT INAL TIE -DOWN SPACING TABLE NIN. NO ZONE N MIND ZONE N FLOOR WL oTr moo WL on Awn MroTH E?D ff M1QE Ell OD OF MQIE SEC1101 IIlL B Ell AON SEC Y11 A O� 26'-8' 3 42' 3 53' I I 30'-8' 3 52' 4 45' " VERTICAL TIE -DOWN / FRAME TIE -DOWN I SPACING TABLE MIN. MA I WIND ZONE I WIND ZONE 6 I SPAM I = AN010R ANQE SPAIW °�� MIm luu1F N!� OVERHANG 26'-8' 6' I 6'-8' 31501 40 -5(r S'-4' 3150f 40'-50' .V-8' 6' I 6'-8' 31501 40'--50' 5'-4' 3150 j W-50' I LONGITUbINAL TIE -DOWN SPACING TABLE MIN. MIND ZONE I VAND ZONE In TY r9�1 ff ANa1OR ANIiE WL QTY. EA, END ff M1w NLECTI01 BOOR M10TH HL EA SECDo1 NL B 6 26'-8' 4 4T' 4 52' I I i 30'-8' 4 51. 4 70' VERiCAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE Nw. MAL MIND ZONE d WND ZONE N I SPAIX � M OIGR ANCLE SPACNG L WA LM ANM AMU FLOOR OVl: HMG 26'-8' 6' 5-4' 31501 40'-50' 4'-0' 31501 40-45' 30'-8' 6' 11 5-4' 31501 40'-50' I 4'-0' 31501 40 -45' VANOZONE 1R (110 MPH) 20 PSF ROOF 10 PSF O.L REF CALM c 41 i NOTES• I a , , IL• ` DAPIA APPR01/AL �� C,S''wt►F�Cq:` = APPROVED BY 1. SEE FILL ADOE)i11I1 FaR M10111011A1 REOIDREl1ENT5. • j. Nam 0045484 J 2. SEE AD-M-M FOR MA1L61lMF M HMO REQUIRED FOR THE LOADS .� TAEIlLA1ED A801E rN INC. �y '• . .••'' +' FEDERAL. MANUFACTURED HOME G', COMSTRUCTIONANDSAFEPiSTA�l0ARU5 ED E�.�' JUL 2 7 ?ffik JACOBSEN HOMES NOnC& NN 910F,u1S NO MOM AN O 01M. PMFFWTNM AMao WO& DRAB Or M.T. DATE 07-20-04 REV. LETIM DRAING TITLE P.O. E101S 3s6 1/7ERMS OF VZONIA MAKfAC1U WO K SM YAIEAAIS ME FRDWW 10 1E 108' H M SIDEWALL SPAM TABLES DRAWNC NU BEIt AD—TD-0083 SAFETY HARBOR, FLORIDA 3095 PHONE (727) 726-11 w A gWg Fm gmm PW'M NO Iasi E NO caN Mfl& AND SMsEF FIRM OHM 56 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SNOWING NE -DOWN SPACINGS TYPICAL CROSS SECTION I I SHOWING TEDOWNS TV. Rm Mon Nt9E MONK HFA FIGURE 10.0 FIGURE 10.1 TtP ate -tow —WAM KIDESM y YAIMRI HF10TT NICIIOi N19E� VANDZONE a c20 PSF ROOF 10 PSF D.L G Sv- a z NO 1. SEE AD-10-008J FOR SPIIGiG T11gES - -; e.• - �.. OR �� APPROVED BY G��YiF 2 SEE M-M-OW FOR QOAMTY OF LONGWOM 1E-OM STRAPS REOUIRED. a 1 SET OTHER OETMS FOR KOCM1G (PER) QUANTITY AND OTIfTt REOUh'iEl MM 4. SEE FULL AOOETEUN FOR ND IONX REGMM* t1S Q S ZONE2/0FOR RE �C': 36' tWOMUY NDCHi ZONE 2/0PO%RE V: 2T NAMN HMT 'C: .� ri�,F �•'•. Qfala Q�1 • C. INC. HOPdE ZONE 3/E NE 3a' MAx4R1Y HE1Ii1T ZONE 3 RE'D': 34' VAIMI HOGHT �� Cj , ,;..►• �� �i ST" s '�•,� fif ��1,•� FEDERA;. MANUFACTIKO CONSTRlIC110NANDSAFEtYSfA,�i�H�UJ' 6. Nil SPECii1GTt011S ARE eASEn ON 20' ROOF ANGLE wAx. � JACOBSEN HOMES NO=: amA,to �►• ° ` M•r• 0�-20-04 ` Lam NA" IRE'd -FIGURES 10.0 AND 10.1 QWK Ftta MMV AM OWEBtex MOMS CF ARCOM MAN WAt:t M P.O. Ewx we W. M W1 ULS Ni PA0AM A W DRAIMNC MUY ER AD-TD-0004 SAFM HAROtOR, FLOMDA 34695 PHONE QXI) 726-113E FEMM f Fat SWC AIFfI'!3 NO MW K ITTowco x"stwoott m 57 ADDENDUM 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES ZONE II & III/EXP.. C & D LONGITUDINAL TIE -DOWN SPACING TABLE I u ZK I VdND ZONE 19 �l FL ' mca aF EAoo � 80 of mar IDIH WIDTFI V�. EIL an NX 1 EA SOW tRL B 214 2 58' 3 43' 62' 3 45' I _ VERTICAL- TIE -DOWN FRAME - TIE -DOWN SPACING- TABLE ION. MAX - WIND ZONE 1 WIND ZONE 19 WIOO OVFAVE SPA L 00 mom ANTE sPAORc OL ARC+lD:R ANQE OAD 7Y-r 6'. 64' 31501 49' S'-4' 3150 45 24'-0' 6' 6'-8' . 3150 49' S'=4' 3150 45' I LONGITUDINAL TIE -DOWN SPACING TABLE �N• WIND ZONE I MIND ZONE II FLOOR Max. Of. mm um OR mm EA DID O' Am u m DF au Q� EA SECIIOI MM. ' i ' EA SECADN MIL 0 2 3'-4' 3 48' 4 43' I 24'-0' 3 57 4 -45' ERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE WIL )SAIL WIND ZK 1 WIND ZONE IA sow LDm AHQIOR AHQE SPA0119 � ANOIO!i AMaE W1OTTH FAYE OVERHANG 4T 4'-0' 31m 43' 24W 6' 1 5-4' 31501 47' 4'-0' 31501 4Y 108' MAX. 9OEWALL HEMT WIDZONE H/IH (110 MPH) 20 PSF ROOM 10 PSF OL REF. CALLCS NOTES: I .. •-Q �r r ' ✓ +µ DAPIA APPROVAL 1. SEE PAL ADOETiD1Al FOR AWMONAL REWREAUM 4 �O icNl '9j � V ^ •� APPROVED BY ON 2. SEE AD-M-CON FOR M PIER HEOM REAM FOR THE LO ti u ��• '� t Dec-13,2006 -A TAWLATED ABM. a • � � • �`ad�M INC. ��� ' �' a)IlSIrolCraq Ds11cEi1�r sra�o�wos 01; t�4- JACOBSEN HOMES NOMCE 2C71 I mn mamo m I&W BY. R.R DAIS: 11-28-06 Ia. LEFXR: DRA►K AItE 108' HIGH SIDEWALL SPAaNG TABLES I I�.NC o. Box aaa WMAL MWKWC AND OW>OE W M''1°""L! OF '� "" MM TO lK !+e axa wm�A.s Luc rno�m m ns SAFETY HARBOR, FLORIDA 34695 PHMH (727) 726-1138 lmmW lot sm musts Am Mar X wt Cmimoc auo sou nm WIM DRAWK NUMBER: AD-TO-0085 58 MCAL SIDE ELEVATION . SHOWING X—DOWN SPACIM . TYPICAL CROSS SECTO SHOWING TIEDOWS SET moo i B W cr mrf ADDENDUM TIE -DOWN SYSTEM IV. TLOITI NOTES, 10-M rOR SPM)M TABLES L SEE AD-M-OMS FOIT aANITY 0r LONOTUOIAL TE-DOAH STRAPS RE S. SEE OTHER DEWS FOIE BLDO2i6 (PER) QUANTITY AND NO RE 4. SEE ALL ADOEHDUM FOR ADIRMAL REVAINENIS S ZONE 2/0130 +E Y 4r MAIM HOW WE 2/DP05 K T: 21r MAMN FElC1fT nK 1/E)�D91REC': '44. 41A1mW HEIGHT ZONE 3/EIRPOAlriE V- 3Y MAXW LELGHT S. XL SPEOiT<AT10N6 ARE BASED ON 2D'ROW ANGLE MAX AND 106• M •FIGURE 10.0' TV. ARm mu DI AFfROIED STA8M 163m WIN AROo SUR mmm FIGURE 10.1 REF. cmm ,ttsN:l1>,iL�) ,•`�O `��fic;��; ter ., NOAI[ . C�3 i fVIA r _L F '� '. �� gyp. , • 90EWALL NExM. ��j �X�C� •04 1ttLZ sP[CIKAT1DItS JACOBSEN HOMES "o'er AN W1fNIG5 0"GNAL.. r WRETARC A4 Ca.>DE1 W \. P.C. BOX 36e MAWR" Di � MAMATACum Mt DRM UARXA S ARE MRAO TO TIE SAFETY HARBOR, FLUODA 34693 mmawr lot VWFC FAFM Alp WXY K PHONE (727) 726-113E 1vr L9vMIAL no Ran nW asm cuDrFMFrTTt. s Sm Na s Fm BAMW MIMI ®mil MUCK 1/9 (110 MPH) • 20 Pr ROOF 10 PSF D.L. d OAFt11 �� APPROVED BY r DEC 13,2006 rC.N (L• FEDERAL tWI1FAClIRAlD lIDr1E '; COt6r1MILTIDMAWD ZOE" iTAMDAIDS R.R. a1"' 11-28-06 FIGURES 10.0 AND 10.1 AD—TD-0086 59 59 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS Err. SA u m _ , , ff. "umm- ar. stv Lm1 . . rn. 7/1 co" VAT ot �� 6� I i TWO PET! SNEARIIALLS i TN P2ii 1TA115 I I T mw* iu3 pEAlL - t�1tMs Im iE-avMts � Tr MV tiOiE 1 %a NCTE 1 gE NOir 1 5EE NOTE 1 SEE Pons 2" 3. Q Q stE 3 i Wet 3. A Ms LC�CJIQT w � USln AM 1oisLc � n:�s uoc�^Tm FIGURE 8.0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO All SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES. zi oT1;S: 1>,a fERLAL wn Ar41 VM-* 1. T1E-Wad KAM 11 W= AM X-C= 71ww 1tAT or L*rA D W - ,�,, PROVED BY CR*M A100m TO BE RATED 1% All LCWIE U � A� MS ON LCAO � .• . ,;•• : �! '�� (SEE w-W-Ixm [ro-0X9AL NOTLTj � WM ar WM Dwaumq jF ; �G�21' C•,Fa � ' I E$ 10 2(id0 L WM A M AT W1 DO tF TV. 2tt baL JolSTS t171 i1Q AMIK Oc7Al]} +; '� n0, • ¢ INC IM Kq MM AT CoM o0 CO .dSTS RECANDWS Gf tip41 slww he aata Qojj 910934 f1 3. Mo S[ARN iS L=IW Wit A W tOW M MIT 0�-��0 Ito MANUFACTURED HOME K-paW stews a P47U AK oxamu (nu. S1tJ %qL CWUPArOM ALL UMS : 8.�-ATE p{r ; � NS M ON FANDAC UR SAFETY STA,�IOAROS A1D ALL KWORvrt l �• JACOBSEN HOMES w�»��� ax •,.••RK DAM 02--01-00 TTx OwaxAL rltrl gW. AM •. P.O. eo:c 3sa rAT05AS cr !V== W S/W K/PIER REQ. t+c 111G11 k ju m ra- B WETT NAREM RORwA 31E85 t+tn�arl Tat syc NVOK3 &A Wd le MEWAV44G NUL1: . PNoWe (W) 72a-1138 Wr 0mTwK Ao mml nm cram • O.)AD-TD-100 61 COLLVG VAY BE FLAT OR SLOPED ADDENDUM IBLE SHEARWALL CONFIGURA' SINGLE -SECTION TIE -DOWNS END VIEW 350 PLF UAX1JWM SHEARWALL DES.'4,N VALUE (PE; WAIL) t 1/4' X .035' rc-GOWN STRAP CONT14ULIJS ARCJXD JOISTS. DE VIEW X .035' 11E-DOWN STRAP UOJJS ARLAW JOISTS. NOTES: z .�(o I \— � ENS( (lPf1ROJAL ..� r . •/y •�� •.�• DAPIA APPROVAL: T. CYtO" ANOiORS TO BE RATED FOR ULTNATE LOAD OF 47251 (3150 MSC14 LOAD) (SEE AD-TD-eaol [1p-OEHLRAL Nobs] FOR 110125 ON (ROUND ANOFDR 7nsTALL1na1.) _`` ' - `� -.�1 =. � � o - APPROVED BY � 2 B:STALL A PER AT EACH DIO OF iHEI%ZARRALL JOISTS (PER TIE ABOVE DETMS). 3. WWLN • 'j SFEARwAlL IS LOCATED ABOVE A SOUR 1EAOER (FULL KOFF CROSS-UDMFP.) NO TE-D07N STRAPS. OR PIERS ARE REQLJRED (ALL 94iARWALL MNFICURATXWNS, ALL ZONES J ac AND ALL EXPOS RES). 4. TE-DOWN STRAP REOUFRED (` ' • +�i �i. I I AT EL CJI END OF JX)IS75, ALL DB_ AM CONFIOJRATIONS. ' :; N �� I � �C• 5. Cum SNOV,`I FLAT -OPT CATY 6. FULL hID7H /'!%!!IlITFt!1f►TT KT M. - cocTua4mResA!r-:-vJ�,.,s SHEJIRWALLS ARE OWN IN THE DETAIL•ABO�E,LIHOWEVER. N Y LENGTH OR CONFIGURATION �ti �`1` SHEARWALL AY BE USED. JACOBSEN HOMES NOTICE �>='PEOnOATIM ARE ORAxN BY: R.R DATE: 2-6-96OMWAL, REV. LETTER-. P,O. BOX 36B �Npr AND DRAWNNS PAOPRUART, AND CWMENTIAL MATERJLLs Dc JACOBSEH MANUiACTUR.NG DRAWING TITLE: DBL. S W CONFIG. TIE —DOWN SAFETY HARBOR, -FLORIDA 34695 PHOvE (813) 726-1138 LNG SUCH MATUUU ARE PROV= TO TW. REOPENT FOR SWOM PLWaU MO UJST FE ¢F1'T tNn.L AND ORAgN'G NUMBER: gacr ntT>w otNEAi AD—TD-0110 62 DOUBLE SHEARWALL .CONFIGURATION TRIPLE & MULTI SECTIONS CEBJNG MAY BE FLAT OR I SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION)( (SIDEWALL APPLICATION) 350 PtF MAXIMUM SHEARWALL DESIGN VALUE (PER WAIL) \— 1 1/4' X .035' 11E—DOWN STRAP MIN. CONTINUOUS AROUND JOISTS. TO 3S 1. GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [315D DESIGN LOAD) (SEE AD-TD-0001 [M-GENERAL NOTES) FOR NOTES ON GROUND ANOIOR MISTAWITION.) 2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). 3. %MEN SFEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HDGHT CROSS -MEMBER) NO L TIE -Down STRAPS OR PIERS ARE REOURED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES AND ALL E)POSURES1 4. TIE—D0W44 STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS 5. CEILING SHOWW CATHEDRAL OR SLOPED, FIAT CEILING MAY BE USED. 6. FULL WIDTH 94EJ1RWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH OR COtNF1GURATION SHEARWALL MAY BE USED. 7. THIS DETAdL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .035- TIE —DOWN STRAP CONTINUOUS AROUND JOISTS. John C. Doeden,'P.E. 15133 C. R. 22 Goshen,IN 46526 N IS A TRIPLE WIDE RAFTER, APPLICABLE TO STANDARD LE WIDE TRUSSES. ID VIEW X .035' ME —DOWN STRAP JOUS AROUND JOISTS. NOTE; ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS %HEN AT LEAST 2 STANDARD VERTICAL. MES ARE INSTALLED, (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) APPROVAL' APPROVED BY � I ON oa�mluctoNAio �i1w%er�a JACOBSEN HOMES NDN� THESE sPEOF1CAt1ON5 AND ORAYAN(S ARE DRAWN BY; DATE. �IILK: R.R. 4-09-96 MORAL. PROPRIETARY. AND GONIIDDITUL OF JACOBSEN UANUFACV"G DRAWINGE:MATERIALS 5/W CONFIG. TIE —DOWN A P.O. BOX 368 NG SION MATEIMS ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA26 IVT 0EI NO DRAWING NUMBER: HONE (813) 1384695 CONE DIAL AMSPECK SE OHM AD-TD-10111 63 PORCH ANCHORING DOUBLE HEADED NOTES: 1. SEE SET -LIP MANUAL AND ADDENDUM ENO: i APPLICABLE BLODONG X .035" TIE -DOWN STRAP JOUS AROUND STRAP 'BLOCXS. NINDZONE III EXPOSIiRE C (110 MPH) ` •. 20 PSF ROOF 10 PSF D.L C ;vfl — 109 ,O I — .. Io9,L 7 DAP1A APPROVAL PPROVED BY NRUERAMANUFACTURED HOME CTN7N AND SAFETY STANOAROS JACO BSEN HOMES IKM SPECMAMM AM DRAWNCS ARE oRAwn BY: T GATE 12-13-03 REV. LEM: P.O. BOX 368 „ ORGINA4 PRU"UARY. AND CONFMTM YATMALS OF JAOOOSEN UMWACn5a10 DRAWNG TITLE: PORCH ANCHORING SAFETY HARBOR, R( RIDA 34695 ,_ M, S" TM� APB MWWXD TO THE WOW RR SPEOFX PIII M AND NMI ff DRAWING NUMBER PHONE (727) 726-1138 KGq CDEME)fM AND g7FT FROM OHM AU— m rV-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) FLOOR CRIMP SEAL (71501 WORKING LOAD) x X 3 W �f0A` VERi1CAL TIE -DOWN c '{ TYPE 1. FINISH B. La °C 4 GRADE 1 STEEL STRAPPING 'c 1 1/4' WIDE h 0.035' � / F IN THICKNESS. CERTIFIED BY W 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. I ANCHORING EQUIPMENT —I CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE I_I TIE -DOWN SPACING TABLES (SET_ OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CUP BY PLACING A STRAIGHT 3' LENGTH OF 1 1/4' X 0.035' TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE aMIGURATION SHOWN.) RADIUS CLIP MUST BE INSTALLED TO PROTECT THE PE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET 'QLIQLX THE RADIUS CUP. `�1TT1111 I I I H l rrrq�, N C. pF'% 0 TES: �p DVANO �'• 'y DAPIA APPROVAL - NOTES: ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME _ ENE870357 PROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL _ �M- BY AND INSTALLED BY OTHERS- ON SITE. TA F r C = 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING Qom19 ., ,,v., ,:�c�4''��: 1 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- -1 ��••..:J A ,... �` INC ATION. '�i ts' N �`` �r 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '�'i�rr��I�Alj11�`�aNO WHERE THE ANCHORING SYSTEM REQUIRES THE USE O{DR gRA ANp TIE - OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS JACOBSEN HOMES THE% vEcmTTIoOrr�sKIND DIIAuNGS ARE DRAWN BY: C.L.DAIS REV. lETT1R Y. 5-31-95 UMAL. PROMTARY. AND CpU1001T1AL DRAWING TITLE: n \, P.O. BOX 368 ILARA6F JACOBSEN IrANffACArr4NG ALT. TIE -DOWN APPL. ,1--1` SAFETY HARBOR. FLORIDA 34695 1Sww TOR s�tnai Firm NO WSI BE ORATING NUMBER PHONE (B13) 726-1138 N7T COPfWTUL AN) SECRET TROY DTltps AD-TD-0200 65 ALTERNA IF FACTORY INSTALLED STR IT MAY BE LENGTHENED BY A WORKING LOAD OF 3150 ADDENDUM VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) FLOOR IS NOT LONG ENODGH,- ING A CRIMP SEAL V47H DIAGONAL FRAME TIE I —II NCHO ING EQUIPMENT _ APAB OF RESISTING I I I - THE WORKING LOAD RtOUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. NOTES_ 1. ANY ADDITIONAL VERTICAL FRAME TIE -DOWN STRAPS SUPPLIED BY AND INSTALL 2. ANCHORING EQUIPMENT EX SHALL HAVE A RESISTANC ATION. 3. PROTECTION SHALL BE PR WHERE THE ANCHORING S' OF EXTERNAL STRAPS OR E-DOWN STRAPS. DIAGONAL Q ANCHORING EQUIPMENT i BY OTHERS- ON SITE. ISED TO WEATHERING TO WEATHER DETERIOR- AT SHARP CORNERS REQUIRES THE USE S (SEE RADIUS CLIP). HO MES P.O. BOX 368 SAFETY HARBOR, IFLORIDA 34695 PHONE 813) 726-1139 IF NEEDED, USE VERTICAL TIE —DOWN TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING 1 1/4' MADE & 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFlCATION FOR STRAPPING, FLAT STEEL AND SEALS. III_v_lI1III II�IIII,;.III ;III 910334 J - -O STATE ��� c'r NOTICE/ �/ THESE SPE011CATIONS AND DRAW CS ARE OPIDNAL• PROPRIETARY, AND COINIDENTu1L MATERIALS OF VZOSSEN MANUFACTIAdmG INC. SUCH MATERIALS ARE PROND;D TO THE RECIPIENT f0R SPECFX PURPOSS AND UZI BE ICPT CDRDDIDENILAL NO SE= rROU 07tM APPROVED BY NIREVISED P, INC. FEDERAL MAMNACTURED"OhlE CbFTRUCTKW AND WEIV FTANDAIRC S R.R. GATE' 70-05-96 REV. LETTER ALT. TIE —DOWN APPL. AD—TD-0210 66 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUUN 'B' SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR B' 'C' COLUMN b' (COLUMN ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS r SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COLUMN 'E' COLUMN 'P COLU►MI 'G SEE TABLE FOR MAXIMUM SPAN•FOR COLUMN T' MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORWO REO'D (SEE AD-ID-0251, COLUMNS W. 'C, '0' OR 'E' COLUMNS b' OR 'G' COLUMN 'F LID-7D-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-TD-0253) SEE NOTE 1 EXP. 'C EXP. 'D' 0P. 'C' EXP. '0' EXP. 'C' EXP. b' EXP. 'C' EXP. b' EXP. 'C W. 'D' EXP. 'C' EXP. 'D' 2 - 31501 ANOMS 4S-0' 29'-6' 33'-9' 23'-7' 43'-0' 29'-6' 33'-9' 23'-7' AIS-If 29'-6' 33'-9' 23'-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14' 99' 16'-10' 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 1 - 0001 ANCHOR 27'-3' 1B'-9' 21'-5' 15'-O' 27-3' I8'-9' 21'-5' 15-0' 27*-3' 18'-9' 21'-5' 15'-0' NOTES ENGINEER APPROVAL DAPIA APPROVAL APPROVED BYA 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TO-0253 FOR SPECIFIC INFO. ON ANCHORS. jUN 1 5 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR IN A INSTALLATION. [�J(Oli C. Doeden, P.E4�yr 15133 C. R. 22 INC Goshen, IN 46526 JACOBSEN HOMES P.O. BOX 368 \I SAFETY HARBOR, FLORIDA 34695 PHONE (613) 726-1138 THESE SPYar1CAROONS NO DRAW= ARE DMONAL, PROPWARY. AND O N11oa11AL MATMALS OF ,wMUIV MRUACAXW YIG SM MANRALLS ARE PROVM TO 1NE KMW r0R 931CM PJ"0 NO W MT IN IVT Cons Ilk AND SEaV (ROM OTNOTS oRAYM BY: • C.L.Y. DALE: 5-31-95 REV. LETTER n I!-3` ORATANO TITLE: COL TIE -DOWN APPL. DRAWWG NUMBER: AD-TD-0250 67 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR NARRIAGE LINE OF NULT-MADE O.- `—VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' VIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR ANCHORING EQUIPMENT STRAPPING.FIAT STEEL, AND SEALS. CAPABLE OF RESISTING 0 THE WORKING LOAD 0 0 OF 3150 / MIN. 0 ANGLE SHOWN. =—TTT- — I T I—Tf-1 � �''I-III-III- 35, ANGLE ANCHORS INSTALLED 24- APART COLUMN STRAPS ATTACHED TO TWO SEPER i TE GROUND ANCHOIRS (3150# EA.) NOTES: EN` PR9VALV(Jc 'fi,� DAPIA APPROVAL 1. ALL ANCHORING EOUIPMENT SUPPLIED .` O •G�STE9'•. •.� F ••'?' BY AND INSTALLED BY OTHERS- ON SITE. : Q' N0. O ; y AP =:;,.^ ED BY 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ ENE8703571 �. = -5=NIflINC, SHALL HAVE A RESISTANCE 0 WEATHER DETERIOR- •+ * JUN ' S 19 ATION. .'• 3. PROTECTION SHALL BE PROVI ED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE �` '• �• �' `` OF EXTERNAL STRAPS OR CABLES. �am�orArosrmwro �. % NAt .��` JACOBSEN HOMES NOTICE THESE sPECnCATMS AND DRANNIZ ARE 0t°ONA• PR0PK7MY AwD CCwiTOQITNL BY: C.L.Y. DATE 5-31-95 RENNET Iff P.O. BOX I YATFRULS CF JACOM MANUFACXMG Nc sum MATEZU ARE PROTO THE NG03S DRAIVWG TITLE COL. TIE —DOWN APPL. SAFETY HARBOR. FLORTI DA 34695 PHONE (613) 726-1138 Kapim NO SAX RRoArED e um x DRAMING NUMBER PVT CCw MT1AL AIO sEav rKm OTHERS AD— TD-0251 66 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORINC EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LINE OF MULTI -WIDE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE h 0.035" IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING MATH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHInORn,„�,.. (3150#) ... �.: �ttS .......... :.�'�` Q No. FxNEVPP+-! I '•, / �6/¢ yr s ` NAL E`��.```• ED BYE jm 1 5 m INC JACOBSEN HOMES N01Ce ��� �� �� 1III:SE sPEanuTICNs ANC pRAIW,R ARE � C.L.Y. 5-25-95 OUNAL PROPWETART. AND oaaI nAL DRAWING ■ TITTi COL TIE -DOWN APPL. MATITMAIS OF JACOM MAMNACTURINc „ P.O. BOX 368 W_ SUCH MA1°GLS ARE PROW0 TO M SAFETY HARBOR. FLORIDA 34695 RECMU Fat SPECFIC RliP M AND MIST BE DRAWWG NUMBER PHONE (013) 726-1138 IM CWWIK AND SE00 1`10 OMM AD-M-0252 69 ADDENDUM C LUMN TIE -DOWN APPLICATION ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000Ii MIN. NOTES: 1. ALL ANCHORING EQUIPb BY AND INSTALLED BY 2. ANCHORING EQUIPMENT SHALL HAVE A RESISTA ATION. 3. PROTECTION SHALL BE WHERE THE ANCHORING OF EXTERNAL STRAPS ( FLOOR MARRIAGE LINE OF MULTI -HIDE 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 MATH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. tI I ----.-TTI — - -III II- OLUMN STRAPS ATTACHED TO A INGLE GROUND ANCHOR (4000#) 1111111II, ENONEEF� _ ri/1 �/iI DAPIA APPROVAL• SUPPLIED RS— ON SITE. ISED TO WEATHERING TO WEATHER DETERIOR )VIDED AT SHARP CORNERS 'STEM REOUIRES THE USE CABLES. ��.• G\5T Ey EVE 1 Q� No. 4 /, sing►�, • C� .... IPPROVED BYAr- 4� NijM 1 5 M INC. nmftmwu.cnrmHw . CCIa1e,clol No svm swow9 N077C& ""I IDRAWN+Br; DATE REV. LETTER: JACOBSEN HOMES THESE SPEDICATRTRS AND DRAYMM ARE C.L.Y. 5-25-95 CRM'AL' PROPRKTARY. AM CDREIDDITIK DRAWING FROTITLE P.O. BOX 368 MAC OF .IACOM YAMJFACRRNC COL. TIE —DOWN APPL. RIC 20 MA70W ARE NDED TO THESAFETY HARBOR; FLORIDA 34695 REOW FCR SPEOITC mmm AID mm K DRAWING NWBER: PHONE (813) 726-1138 WT COIiDD %q AND SEaV IRO11 OTHEIM AD—TD-0253 70 ADDENDUM 184 WIDE COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUMN b' /__ _ _ _ _ ISEE TABLE FOR MAMA SPAN FOR COLUMNS 'A' OR b' I r COLUMN 'C' COLUMN b' APPROVED BY I I SEE TABLE FOR MAlOM4JM SPAN FOR COLUMNS 'C OR b' _ r SEE TAFOR SPAN COL. 'E' SEE TABLE FOR MAX SPAN FOR COI.. BLE INC fificAL MANUFACTURED HONIE RUCTIONANDSAFETY STA7OAP.OS NAR 0 3 1999 COLUMN 'E' 'F' COIUMN - �COLUMW - ISEE TABLE FOR MAW N SPAN FOR COLUMN MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORNO REO'D (SEE AD -ID -MI. COLUMNS 'A'. 'C'. b' OR'V ODIUM b' OR 'G' omm r AD AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 -M-0 -ID -OW SEE NOTE 1 EXP. 'C' EXP. b' EXP. 'C' EXP. b' EXP. 'C' DF. b' OP. V L7P. b' E7P. V EXP. V EW. 'C EXP. b' 2 - 31501 ANCHORS 314 25Y-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 2O'-4' 1 - 31501 ANCHOR 18'-6' 12'-10' 14-7' -10'-3' 18'-6' 12'-10' 14'-7' 10'-3' 18'-6' 12'-10' 14'-7' 10'-3' 1 - +Door ANCHOR 23'-8' 16'-4' 18'-i 13'-0" 23'-B' 16'-4' 18-r 1Y-0' 2S-87 16'-4' 18'-7' 13'-0' REF. CALCS. C %✓ 93, a ENGIP OV�., DAM APPROVAI;aaD 1. SEE AD-7D-0251. AD-TD-0252 AND AD-TD-0253 ; Q� N0. �� •'• = gPPROVE� BY FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES - 91�334 ON ANCHOR INSTALLATION. OF r�c�` -o�• STA - INC,TE .� .01 A� • ' 1 aApM1011OA OFiti JACOBSEN HOMES NOTLCI 1NESE sPECN1cAms AND WAWINs ARE Y M.T. DATE 2-9-99 REV.LETTER DRAWING 111LE: ORMA. PFN)PRIElARY. AND CMfMUX ,NEI P.O. BOX 368 MAlER1ALS OF JACOWSEN MAMJFACUM TO AK kio sic 184" WIDE COL. TIE —DOWN APPL. NA NC WMBER: AD—TD-0254 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 WXI PEA rUp 9 pPJFM Ax PFPl 00101001M AND MW FROM OnM 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' URGE OPQIMG 24' SEE NOTE 1 L24' STANDARD VERTICAL TIE -DOWN STRAPS OR ANCNOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAD UN SPACING ALLOWED). ALSO SEE NOTE I STANDARD VERTICAL TIE -DOWN STRAPS OR ANCIiOR BRACKETS TO BE INSTALLED A MA)OMUM OF 2'-0' (241 FROM EAC)1 END OF THE UNIT. NOTES: 1. LARGE OPEMNG = ANY OPENING V 2. VERTICAL TIE -DOWNS MAY EXCEED SO LONG AS, THE AVERAGE SPACH MAXIMUM TIE -DOWN SPACING REOL TIE -DOWN SPACING TABLES (SEE 3. INSTALL FRAME TIES AT ALL VERB 4. SEE AD-M-0001 FOR ADDITIONAL THAN MAX. TIE -DOWN SPACING ALLOWE STANDARD VERTICAL TIE -DOWN SPACI1k (A+B+C) / 3 ) DOES NOT EXCEED THE ON THE APPROPRIATE VERTICAL/FRAME T DETAILS). TIE -DOWN LOCATIONS. Tnulnu,, C' 00) ,4STi, -' ENc8703571 Arse — s' 'N,. ONAiL% l�T���`' ANCHOR BRACKET AND TIE —DOWN DENCFS ARE CERTIFIED BY OTHERS DAPIA ROVED BY JR .>W 1.5 ?g95 ■ JACOBSEN HOMES P.O. BOX 368 NOMCE UESE sKanCArOd AND DRAU= ARE UgLmm. aaap Limr. Nw CQIIDOITIEL MATMALS CF JACOBSJI MANUFAC1Ui1TIC UKATm UT; UAIL C.L.Y. 15-31-95 �¢►. �c��cn. ORAMNG 11TLE TV. SINGLE WIDE T/D „ SAFETY HARBOR 1 FLORIDA 34695 W- SUCH MATERIELS ARE PRONGED TO TdE REMW TCR Sa= R/i M" WSI K ORAWiNO NUMBS PHONE (813� 726-1138 WIT CWWTA NO MRET TRCM OrMM AD—TD-0300 72 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2. A B C 24' LARGE OPENING 24' COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED Al COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN Q' N MM1DTN. MULTI -WIDE FLOOR SHOWN SEPERAIED FOR CLAF47Y v V V V V v v L24j' 2 STANOALU VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOYED). ALSO SEE NOTE 1 STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0' (24') FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ```,W�W�WWwu ALL TIE -DOWN STRAPS AS SIN THIS DETAIL .��%%% N C' NOTES: pAl� tc0..2 �ii DAPIA APPROVAL I. LARGE OPENING = ANY OPEfaNG WIDER THAN MAX VIE -DOWN SPACING ALLOYED. ff8703571 _ OVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DOYN SPACI , SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE 4L TA OF MAXIMUM PE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME _Pep'- q� W TIE -DOWN SPACING TABLES (SEE OILIER DETAILS). %�o�c' .!/�6 pA\a�+`�,• I_ JIJN� 5 1995 3. INSTALL FRAME TIES AT ALL VERTICAL TIE-DOYN LOCATIONS. 70NAl • ��G`�```` /0�""""'�""�101� N 4. SEE AD-M-0001 FOR ADDIRONAL REDAIMEHTS. ANii(daeXtMntTWXU1��nE_DDyM "+�'aNO7NETi�°1°'1°R OEWM ARE CERTVTED BY OTHERS JACOBSEN HOMES ,-ESE sKo� NOTICE to UM3 AM DRAWN BY: DATE REV. LETTER C.L.Y. 6-1-95 OfEONAI, PROPPoEiAR1; AND ooNln[)+tul DRAWING TITLE: P.O. BOX 368 MAT�RIAts Dr JAo0QN MA=ACAAWG TYP. MULTI -WIDE T/D „ SAFETY HARBOR. FLORIDA 34695 zww rot gm mmo AND um of DRAWNG NUMBER PHONE (813) 725-1138 tars cwmnk uo me T n= ordm AD-TD-0310 73 FRAME TIE -DOWN ZONE I TIE -DOWNS SEE DETAIL - 'A' SEE DETAIL - V MARRIAGE WALL - OPENING TIE -DOWN IEQUIRED AT OPENIN, ONLY. OPTIONAL AT 07 HER LOCATIONS.) I FRAME TIE -DOWN DOUBLE WIDE TIE -DOWN NOTEI SECTION MARRIAGE WALL NOTE: NA & B SECTIONSLAR To I OPENING TIE -DOWN I GLE WIDE SIMILAR To DOUBLE (REQUIRED AT OPENINGS WIDE TIE -DOWN NAL NE TIE -DOWN ONLY. OPTIOAT SEE DETAIL — 'A' OTHER LOCAnoNs.) ."n I SEE DETAIL - V TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' E TH 2O25j ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) STRAP BUCKLE WI CAPACIiIf MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (3iso LBS. MAXIMUM FOR EACH TIE -DOWN STRAP CONNECTED). r DETAIL 'B' 40' i 60' lTYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM ZINK COATED STEEL STRAP, OR EQUAL WITH 31S0; CAPACITY MINIMUM) K I.S= Q7ZS « uLT,mpTr LOAD a4npcir1 PULL DOWN TIGHT TO J GROUND ANCHOR DFTAII 'A' NOTES: 1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL OPENINGS GREATER THAN 49 INCHES. & V P To I -TT 6" 7r-i RSVT 2, SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s ANCHOR AND TIE -DOWN PLACQENT. 3, SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM PIER CONSTRUCTION. II DAPIA •�`'•��.,,,y�r;:Y APPROVED BY STATE OF �C•':;c�OR10P:•�w44���� �wwucruao� /,per • �''.�\C` �� oo69u.�NOSNirtsSMarob JACOBSEN HOMES THESE sPEmTcA m um sY. DATE �ETtrR DNAmm ARE RR 10-31-95 MCINAL PROPRIETARY. AND om"mxn& DRAWWG TITHE: MATERIALS OF JACOBSEN MANAACARINC P.o. BOX 368 INC. s>,a MATEA U ARE PRONGED TO THE ZONE ITIE—DOWNS SAFETY HARIJOR, FLORIDA 34695 IECP NT FOR SPM c NO WIST BE DRAMNG NUMBER AD—Zl —0001 PHONE (613) 726-1138 IVT CO WTLAL NO SECRET FROM OHM 74 75 ZONE I INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM. BY a cd. FE13 0 1 M INC. JACOBSEN HOMES TKSL Vanc MS AJo DRAWN= Mc DRAWNIR er M.T. CAM: 2-1-00 REV."'1`� ORCINAL ROOMY. NO cMWIAL uATnnA: OF �caaw u��MO DRAWM YIYLE. ZONE /` P.O. BOX 36B �c wa u"tOa'Lt AIIE R+oNDE0 TO TIIC 1 INST. J� SAFETY HARBOR, FLORIDA 34695 Uct7W+t fat falslC nnro�s wa uusr K DRAIIWC MUYBfR PHONE (' 726-1138 16►1 Com o= AO Km Mew amom - A0—Z1-0100 77 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT /naRVER I \ LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. b' THEN 2 REQUIRED EA. HALF (IE. ONE EA. BEAM, ETC...) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE NARK UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE HOE CONNECTION REOUIREMENTS. 24' MAXIMUM SPACING TO FIRST SIDWALL TIE FROM EACH END. OF THE UNIT (SAME AS TYP. DOUBLE WIDE TIE -DOWN REQUIREMENTS). 2 LONGITUDINAL TIES REOUIRED AT EACH HALF THIS END ONLY. MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO TO S10EWALL TIE -DOWNS MAXIMUM WJGHT} ZQNE_2 ZONE_3 EXPOSIM 'C' 90• 56' EXPOSURE 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 REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.) _, �11111111111gr.. NOTES: 1. FOR QUAD SECTIONS. EALN ' INDEPENDENT OF THE OTHER BEAMS, COLUMN SUPPORTS, E SECTION' OF THE UNIT SHALL BE DESCNED :TUBE (IL SHEARWALLS, TIE -DOWNS, RIDGE - ARE CALCULATED FOR EACH MULTI -SECTION.) Ks Lc No. Fo iENF,A.?03571,:: 0-- 5IA%4 ur : W :9�'`. �IVD1A JACOBSEN HOMES 1IaC � SE SPENSICEAND DRAMNGS ARE ORONAL. PROPRIETARY, AND CWMTW. „ P.O. BOX 368 MATERIALS OF JACOBSEM MANUFACTURING SAFETY HARBOR, FLORIDA 34695 KOW FOR 1P4� r ARE AND WSTBEBE PHONE (813) 726-1138 IDPT C WWTUI NO SEOTT FROM OrtM APPROVED BY)o,,,- JUN 1 5 IM INC i1:FM wM{�CMIm 10E mi"10" NO WQi SWO'A06 C.L.Y. IDATE: 5-16-95 ADDENDUM -INT. UNITS It QUADADDI LETTER: 78 ALT. ROOF ASSEMBLY FOR MULTI— WIDES CENTERLINE CONNECTION FOR QUAD UNITS IS THE SAME AS FOR THE MAN UNIT (REFER TO SET-UP DETAIS� 30 GA. CAUL STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE -PLAN NEW BELOW) ROOF PERMETER RAIL-' OR ROM BEAM CROSS-SECTION 30 GA. GALV. STEEL STRIP 8' X LENGTH OF ROOF (SECOONS MAY BE OVERLAPPED T' MIK) W/STAPL£S AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 3/8' X 5' LAG SCREWS 18' O.C. (ZONES 2 i 3) STAGGERED . �— 30 GA. GALV. STEEL STRIP SECURED WITH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKNG 2 " O.C. MAX SPACING (TYP.) /11111111 r 11 NOTES: ENGIBEj,R' 0 • 00 DAPIA APPROVAL' t. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS �` �O. Q•�,G\ NO 9AcO �?j �� A, I' : •.'_. ': r) By REMOVED FROM ROOF IN ORIGINAL CONDITION .!u) 1 5 INS FOR STAPLE HOIESI _ ENE8703571 STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. SHINGLES IN THE DORMER AREA OF THE MAN UNIT MAY INC BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % O�•., / '9 n �ar"ve11rl®1a[ TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP ii�' 1��I 4 �� `���aMoiN[iTNuoY= FROM ONE SECTION TO THE NEXT. NO71CF- 4r1 1DRI1Nt . DALE REV. LETTER: JACOBSEN HOMES >cm worICAgs AND � DRArO L Y. 5-16-95 woNK, PROPKIARY, AND CONF]" UL DRAWING RITE: [N-9 P.O. BOX 368 �"�� � „�'G ALT. ROOF ASSEMBLY SAFETY HARBOR. FLORIDA 34695 KWW fa 9�EOTC PJWMS AID MAT K DRAWING NUMBER PHONE (813) 726-1138 KEPT CMFMTK no scWT nu Orem QUADAD02 79 FIFIFIF� EIFINF� EIVWF� P' 0000 JACOBSEN HOMES 600 PACKARD COURT TY HARBOR, FLORIDA 34695 (727) 726-113 8