Loading...
HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMBY 401411 ET -UP MA*.Nf%-A./C'XL ' Pi ii n ADDENDUM A� ❑ter❑ jAqOBS N HOMES' 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE Th se specifications and drawings are. original, proprietary, e ' s of Jacbsen Manufacturing, Inc. Such materials are provided t . ipe� ific �l pwposes and must be kept confidential and secret from others. REV 01/10 ALL HOMES'SET IN FLORIDA MUST COMPLY WITH DMV-RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C. contact the Department of Motor Vehicles 850-413- 7-600 I NOTES: ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF 8. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. / DUCT SUPPLY OR RETURN OCUNG SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT NTH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. )APIA APPROVAL: PROVED BY JUN 1 5 im 11 M (NC NOTICE DRAWN BY: DATE: REV• IETTER: JACOBSEN HOMES THESE S'EQnCATN)NS AND DRAWINGS C.L.Y. 5-30-95 OEONAL. PROMETARY. AND CONIIOENTIAL DRAWANG TITLE P.O. BOX 368 MATERIALS OF JACOBSEN MM XACTURWC EXTERIOR A/C DUCT INC. S101 YAIFRALS ARE PRONGED TO THE SAFETY HARBOR. FLORIDA 34695 KCMT rOA SPEC/1C iVIPO4S AID MUST BE DRAMNG NUMBER PHONE (813) 726-1138 OUT CCN71DOI114 AM SECRET EROII OTIEIS AD-AC-0001 2 ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM( IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DISCONTI"•IUE 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 SAY IN14INC. NOTICE: DRAWN BY. DATE: REV. if ER: JACOBSEN HOMES >TEsE WCACATIONS AND CIUVO S ARE C.L.Y. 9-28-95 0160101. FROPR[M.." OONIDE M& DRAWING 1IU* B P.O. BOX 368 YATMAIS OF �oegw YANIXACMIM W.H. VENT. SYS. W_ SUCH YATERIX5 ARE OROVDED TO THE SAFETY FLORIDA 95 MM o sORAWwG +uYBR ONE (83) 726118PVT CWat � Tw TIoAD-AC-0100 ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING [t nne Lninr 0.1310 ).. NAILS OR 7/16- X 16 GA. STAPLES PER TABLE: 0.016- X 1 1/2- MIN. STEEL STRAP 0 480 O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: FOR GAPS IN FLOOR SYSTEMS NDS01 TO 1/Y, INCREASE LAG LENGTH 1- (ALL ZONES) AND FOR GAPS TO LENGTH (ALL EXPOSURES) STALLED SEE CHART FOR MAXIMUM SPACING, STAGGERED FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE, DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 1 4' TO 3 4' GAP I� I' WOOD SHIM AT ALL 1U LOCATIONS FOR LAG SCREW TO GO THROUGH AND TO KEEP CONNECTION Wit (SEE NOTE 2) WA ZONE opoM 3/a' X 3 1/2' LAG SCM MA10YW SPACM 30 GIL STRAP FASTS a N/ 7/la' X 16 GA. SMES KAMM SPA V" ZONE Droam LOOM N UMBER Cr FASMOM REOUOLED 0.131- X 1 1/Y MAILS 7/1a' X U G1L SURFS Ir OC 21/C OLC 3 S 2 2 b' 1r D.0 1 7/r O.0 b' 4 7 1a' ac r aC 'C 4 7 3 3 D.C. 1 1/r ox. b' 5 a NOTE., ENGNM APPROVAL DAM APPROVAL APPROVED BY 1. 1' MK PENMAiION 15 REOIN 0 ON STAPLES FOR MK 0.016' STRAP. L WOOD 945 10 6E RFPFD FRW SPF p MK OR KM (r X 1' X GAP VOTH WE 51� OSBOR PLY11CC0 YAY iE USED F TNmm EQUALS GAP wom-4' X 4' ax no may 24 , 2006 ON Revised � . John C. L'06 on, Pt'.P11IN S 3 10R YAX�IRA1 rOEMAl1 FOG11T 4. SEE 0710 DETIIAS FOR SEUM FLOORS FOR ARWILMAWL .^� ,K'1.. Eng:�*�Tlflt�, i... FEDEML MANUFACTURED NUKE coNsraucnDN AND yr ElY sT/1NDARDs JACOBSEN HOMES N0� iFF3 9EOFunos AM oiu.�es AK �" BY. M.T. " 05--22-06 `�'' `� Wl• PRWWMY AM MMMUM WiMAU Cr MOMM M"i1GASM MAW D1LE' M/W FLOOR FASTENING P.O. eox ace AA[ 70 M Dvw-mMc SAFETY 95 PHON(HARBOR, 76roi138 0 3" MAIDULS MW Iao mr� aw nNDm oomn DRAY" �� AD-FA-0001 i ADDENDUM MULTI -WIDE UNIT WAIL FASTENING ENDWALL DS01 FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131' X 3 1/2' MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). MARRIAGE LINE s z3 ob John C. Dueden, Pl. K2 Engineering, Ino APPROVED BY Revised May 24,2006 r�N rl NC. ceoeeti WANWACTMO N=e CaRTIg1CIlOM NO SAR TY STNUMM JACOBSEN HOMES use reds MIN orM.T. 05-22-06 P.MM am we omu= #A wmun a Amcm ware o „� „o, VAWM K � ORANNG tAL• M/W WALL FASTENING D SAFETY HAR80R, �ORbA 3�095 mart Im � Np MOt DRAw6 Nmem PHONE (813) 726-1138 AD-FA-0010 5 ADDENDUM MULTI -WIDE ROOF FASTENING 30 *GA. GALV. STEEL STRIP —� SECURED WITH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO OECKING (SEE CHART ON AD-FA-0001 MAX. SPACING). *1AG SCREW SET BACK4 FOR TRIPLE WIRES FOR DOUBLE WIRES �\ .2 IA'. TRIPLE WIDE ROOF LINE INSTALL LAG SCREWS I AT A 45' ANGLE STAm m ROOF PERIMETER RAIL-J' OR RIDGE BEAM (FOR ROM BEAMS SEE NOTE j4) CROSS—SECTION NDS01 ( L DLL POS ZONES) CENTER LINE OR MATING ! LINE OF TRIPLE WOE UNITS _30 GA. GALV. STEEL STRIP V X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAW. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION, EXCEPT FOR STAPLE HOLES.) PLAN ME - 3/B' X 5' LAG SCREWS ..LAG SCRpy 5FT BACKS (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES SEE CHART ON AD-FA-0001 FOR TRIPLE WIRES FOR MAXIMUM SPACING 2 1 4•' 2 3 4' -r 1 4' TO 3 4' GAP A.151 FOR GAPS IN ROOF SYSTEMS —! INSTALL WOOD SHIM AT ALL LAG TO 1/2'. INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2) REF CALC. PG. CROSS-SECTION (W/GAP) C WA- 91.01- 91.07 NOTES: DIG11 A APPROVAL: DMA APPROVAL: L 2 I/i WL P1 CIRAAON 100 REOTTMIG MOM IS REOIAYED FOR LAG SCRVL 2. W= S IS TO K RIPPED FROM SPF j3 ILK ON BETIER APPROVED BY r x r x GAP Wam MN. SLR ON OSf OR PLY4FOOD MAY USED : *MESS EpIAIS GAP 1D1H-4' X IV MIX/ l � I Q� Revised ay 24 , 200 6 All SEE OM DETALS FM MUPU DIC ROOF MM ECTIOK 4, *IN NSTMM A LAG SCREIE KM A RIDGE BFJuI FRSr-M 3/6' John C. L)060ef►. P L. INC. A O ARM NOTE THRMO THE nW MM BEML SE00 8-M A 1/4' HOLE V=GH Ili K2 Engineers rg, Inc FEDERAL MmNFARURIDHOME FECE1" RIDGE BEAM FIR TIE WADED PORTION OF LAG S' F THESE DNS ARE CONSTRUCTION APO SAFETY STANDARDS FOR 3/6' LAG WRI Mi ONLY. S 1011• MAXMRI SEML HEIGHT. TO JACOBSEN HOMES NOTiOE�+ nEs SFiCiI(JlflQ6 AIO aur+es „W BY.,DATE: M.T. 05-22-06 MY. LiiIFJt lw P.O. Box 3aa OWNWA. rwwplumT. AND OwwmFlvl wNWO W �AoaesEFl YA�ACRw+c INC-3„a VAMMTs AKFTwom 19 De DRAYAHG I1R& M/Y1 ROOF FASTENING SAFtlY HARBOR, FLORIDA 34693 Kww Fm awe NMO NO WM rt DRAMG NUINIt PHONE (813) .726-1136 IVT Cwmnn No mu Flm mm I AD-FA-0020 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MIN. 2- OVERLAP AT SEAM) SECURED WITH #8 X 7/16" HEAD X i FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) 1 1 1 ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBS 1 OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF 1 1 1 1 ef: EX-13-0051 and AD-FA-0020 NDS01 (ALL ZONES) LLEEXPOSURES) CENTER OR MATING LINE .I 8 X 7/16' HEAD X Z' j FULLY THREADED SCREW I (NO MORE THAN 12' O.C.) ui I � I o 1 � 1 8 ■ m 0 1 0: 1 1 METAL ROOF PANELS STOP ■ APP. 3" FROM CENTER LINE '--30 GA. CALM STEEL STRIP 5- X LENGTH OF ROOF (SEE AD—FA-0020) SECURED WITH 7/16- X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-00DI MAX SPACING) : OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS E L NDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING. FAL PANELS ARE 29 GA. MIN. STEEL WITH 9' D.C. RIBS. EN HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN )THER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE EW (DO NOT REMOVE OVER DRIVEN SCREWS) amejahmKing, Ina APPROVED BY ON P1 Sep 10,2008 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS i JACOBSEN HOMES N07M THESE M== AID ors aE u m or. D.M.T. UAW 08-25-08 FLOC ■URIC BMW. FBO M-M f: AID EWDFII M [RAW TIIIE: PA BOX 368 YAIEVU OF &MMf U WA6IUl916 METAL ROOF RIDGE CAP — Ok �m13 95 NOW W.8=W7IIMAIEmr=Aw form W7 MAW mim (W) = � � AD—FA—D021 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 rdslt*9 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE DAPIA APPROVAL PROVED 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORSfrBY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). .�1N 1 5 19Qj INC •w Ya,fKTWD10E �Rciw wO W{T1 SiNGRO DRAWN BY: DATE: REV. LETrcR JACOBSEN HOMES THESE SKMVA71 NS AND DRAWNS ARE C.L.Y. 6-5-95 Moll MCINAL PROPKTARr. AND CROW A< DRAWING TITLE uATM/W ROOF SEALING Ell P.O. BOX 368 ERIALS OF dAC M uANUFACTUUG „ SAFETY HARBOR, FLORIDA 34695 REE0400 MR SPEKCM PJ MULS ARESAND M1 BE DRAWING NUYBER: PHONE (813) 726-1138 IVT CMDDITUE AND SEOV 110 DTNERS. AD-FA-0025 8 ADDENDUM MULTI -WIDE. ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 0 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE 1.' 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION ;(EXCEPT FOR STAPLE HOLES). 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES -HIGH SIDE / 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) DAPIA APPROVAL• BY JUN . 1 5 W5 INC NOTICE: DRAM BY: DATE: ntv. tti ittC JACOBSEN HOMES THESE sPEanCAI NS AND ORAMWGS ARE C.L.Y. 6-5-95 . CRONAL. PROMETARY. AND COlR1D in DRAMANG TIME: i \I P.O. BOX 368 YATMALS Of JACOBSiJI MANWAVIMIC M/W ROOF SEALING D+c 9XN YATERIMS ARE PRONGED TO 1NE SAFETY HARBOR, FLORIDA 34695 RECaPrNT TOR VECFC KWM AND UM BE DRAMANG NUMBER PHONE (813) 726-1138 art COWWITIAL 90100 n= OTIOM AD-FA-0026 9 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. TNSTATLATION- 1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2. MOT 1HE META FLASHING W THE HEARTH AREA TO WSURE THAT IT HAS 80 IMAM (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH d LOCATE THE HEARTH EXTENSION (SIPPED LOOSE IN THE HOME) AND INSTAL FOLLOWING THESE STEPS A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT OF THE FIREPLACE ASMS Y. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 #8 x 2' WOOD SCREWY C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION WITH A NON-COMBUSTABLE CAUUGHTG OR MORTAR. D. OR FOLLOW THE HEARTH MARVACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND TYP. HEARTH (MAY BE SHIPPED LOOSE) 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) TYPICAL WALL WOOD TRIM I FACTORY INSTALLED FLASHING APPROVED BY 00orJW 2 8 W INCON 14 RDEA1t YNM1fAi71/®NiR C0611UC'Ip NO LVLT! fiMOM[; N077CE DRAWN BY.. I DATE REV LETTEk JACOBSEN HOMES THESE SKOnCAUM AM DRA1NXC5 DRAWING II1LF C.L.Y. 6-16-95 ■ OraaX' PROFiE[TARY, AND COHflOfllTlAl P.O. BOX 368 YATIRIALS QF .IAtoBSF71 YMAJfACT1Xt01G SHIP -LOOSE HEARTH v, AK PROND TO THE SAFETY HARBOR. FLORIDA 34695 KCPIDU FCR 7M PISMO " NMI BE DRAWING NUYBEk PHONE (013) 726-1138 MVT CONDDITK NO SEOV rKM ODOM 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 1;EV. NIP25 20 INC. FEDERAL MANUFACTURED H041E CONSTRUCTION AND SAFETY STANDANUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 11 TRUSS SHEATHING APPROVED EY IN'r] INC. FEDERAL MANUFACTURED HOME CONSTRUCUMA DSAfETYSTANOAROS DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL MARRIAGE WALL 3/8' YIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TO ALL SHEARWALLS) \ \ \ \\ \ \\ \\ \ \ PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. 3/8 SHEATHING TO BE INSTALLED ON -SITE OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. VJINOZONE III (IB' X I• I/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) (110 MPH)ALL EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL• 1. 3/8' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X I STAPLES NO GLUERUI IA•EOCRE ) PANEL EDGES AND 3- o.c. ATALL FRAMING YEMM. APPROVED BY INMA[ > a hvell, .E 141 1 INC. IK.2 fMM& MANUFACTURED HOME MORMON AND SAFETY STANCIM Z MOTICE: DRAWN BY: OATS REV. LETTER: JACOBSEN HOMES THESE SPECIF1CA110145ANO DRAWINGS ARE R.R. 4-27-98 1 ORIGINAL PROPRIETARY, NIA CMUNTIALURINC DRAWING TITLE: P.O. BOX 368 INC. SICA A IIALSJACOARE ROVICE CTo ING TRUSS SHEATHING SAFETY HARBOR, FLORIDA 34695 REC "T MATERIALS ARE PROMDED TO 1HE REcgn+t rcR sPrtarlc PuraosEs AM MT eE DRAWING NUMBER: � PHONE (813) 726-1138 KEPT coRnDIN11AL Aa0 Srrnn rRCIM 0111ERS. en_uA—nnnl 12 HINGED ROOF DETAIL HINGED ROOF IN SET—UP POSITION 1. BAAOE RA® ROOF ICU N T4 PJ= POSM BFTOIE S1416iiC HIM m pm mm Pas= sEou+E � ae roar �o R>DOE e m1¢isPFoFA DmPWTwm 10:3-1101 r.000 soaaF a �: r um smm REF. CALL. PG. C-RF- 223.0 - 223.6 John C. CoWen, P.L. W2 Engirns�rinq, Inc Q APPROVED BY Revised N P Jun 06,2006 INC. �o wnswnt.F. wns cm7rmcfm No stiff" STIMM " JACOBSEN HOMES P.o. Box lee SAFETY NARSM FLORIOA 34695 PHONE (013) 72e-113e xs s Ait aou. NWOEM. Alo.C�lfyli wTaws w aomm WmAcnwx W 3= w mu me To It lai'Drt 0 41QJIe N1= n vw sf. mm er:. O.A. �os—o2—os Mum 7AL• HINGED ROOF DETAIL DRAW WASM AD—HR-0002 13 HINGED ROOF DETAIL lINOER AYMENT TO BE OWED 3' INN. ON BOTH SECTIONS OF HINGE ROOF. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERCAYmENT AND AND A MIN. 4 1/2' WIDTH OF ROOFING CEMENT TO TOP OF LAST SHINGLE ROW ON FINNED ROOF SECTI01 (THIS IS TO BE DONE BEFORE RAISING NNGO ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X B' BLOCK I OVERHANG FASCIA BOARDS A 3-15 X 3- WOOD SCREWS EI APPROVED BY 'ON Revisled Nov 3012006 INC.; FEDERAL YMIUFACfURED N(MIE �. N]1115Tp11CF10N AND SAFETY STANDARDS i i BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS 1NNDZONE 'IA (110 MPH) ALL EXPOSURES NOTES: E KOW AMADVAL• DAPIA APPROVAL 1. PALE RATED ROOF SECIXH N THE RNO P011Q1 BIFCK STIWI#NG HINGED KING POSTS INTO POSTTKR John C. DoedW PJ� K2 DOn ** JACOBSEN HOMES raw. mm ao ORAma Aim �N OrD.T. 10-02-06 CAMIAL MNOPRRTARI: AM aMO MX DRAW TITLE:. P.a eox 369 MAIDIM Or AMMEWN UMFACAftO HINGED ROOF DETAIL ov-PE3 SAFETY HARBOR. FLORCA M93 Kwal Lai >f:xm rdrm M IIN K DRAINING NAM. PHONE (613) n6-113B w" cowsma AND sm wm ROM AD-HR-0003 i 14 I S 'MINGLE AND UNDERLAYMENT APF I STALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN GOOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15# FELT TO ROOF PEAK —� ONE-PIECE SHINGLE UNDERLAYMENT 2' MIN. OVERLAP (TYP.) o 6MIN. TAR AS OWN .(APPLIED ON SITE g 1 SEE NOTE 13' I i I ... .......... i , r 3• MW '-� SEE DETAIL 'A' r I %. ... . 1 C 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 MANUFACTURERS INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTALLING THE 15# FELT AND SHINGLES. DETAIL A 'I 1 IF NG OF 15# FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED. 2 NG 15# FELT IS NOT REQUIRED.(FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL S ARE INSTALLED.) 0 3. THE. FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST OF FACTORY INSTALLED SHINGLES IF NEEDED TO M AINTAN THE 6' MIIN. OVERLAP ONTO THE FD® ROOF. 4. D IN THE HINGED ROOF ADDENDUM ARE DETAILS' AD—HR-00D1 (WITH SPECIFIC END PANEL LAYOUT), OOOY. AD—HR—OOD3. AND AD—HR-0004- 71= JACOBSEN HOMES MirP.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1I38 NOTICR TIM 6PEdF1QAWO AND DRAMIOS M OOP PROPK7MY, AID MIFDF1 K MAIMNS OF ^DOBSiT1 MMUFALIUM MG sm MA1EiM ARE PROW= 70 1W WPM FOR FWWPAWI MSIMMWK IM C0 W flK AID SMI FM OREMS WINDZONE III (110 MPH) ALL EXPOSURES A .PROVED BY SF-p INC.. FEDE L MANTUFACTURED HOME CON RUCTION AND SAFETY STANDARDS M.T. I DATE: 9-20-03 REV. L£T7M SHWG E AND UNDERLAYIENT _ AD-HR-0005 15 i PEAK INSTALLATION DETAILS L SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4' SCREWS, 6- 1/2' O.C. IaAX. DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. STAPLES INTO EACH 16' O.C. RAFTER 'AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) NDS01 NOTES: I. SEE AD—HR-0007 FOR INSTALLA11ON OF UNDERLAYIENT AND SWNQZ. i SEE AD—HR-0002 FOR ASSEMBLY DETAILS. I' CRC - 167.01 - 167.02 a 4 o.6\ John 0. ✓oodefi, F.E. En ring, Inc ALL VNNDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L APPROVED BY Revised iJm 09,2006 NC. FEDERAL MAMIFACFUIIED NOME coNsrnua m AND LFET1 AAADAaos Non= DRAWN BY; DATC REV. LETTER; JACOBSEN HOMES msE smffrARDN3 AM 00AMM ME O.A. 06-06-06 OMORM. PRCPR¢IART. 00 COWMIM DRAWING IM P.O. Box ssa W1iO&Q3 Or A=m uNwACTua.w PEAK INSTALLATION DETAILS m SAFETY HARBOR.- FLOWDA 34695 NFCFV" ra VCCFr rl r= AM Ius K DRAWING M MKX- PHONE (727) 726-1138 lar CWCO NAL AAD WOO FWW OML AD—HR-0006 16 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. INSTALL FIRST LAYER OF 151 FEU TO ROOF MATH A 6' MIN. MOTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EbSTING FELT AS SHOWN. TOP COIIRSE(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION SEE OTHER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION NOTICE DRAM BY: M.T JACOBSEN HOMES mxr ►n Are0""ImAAIIE OreoNA< PRlpfEETARY. Are o@fmnx DRAWING TITLE: YAIDWZ OF yACt>BSF11 YAr11!<ACP PAIN SHINGLE/UNE P.O. BOX 368 „ SAFETY HARBOR, FLORIDA 34695 1EjGPEN�1 IIR j C R�O�S l mg BE DRAWING NWBER: PHONE (727) 726-1138 rmPr rniitvuna ■rD gCAEi il101 Orgm INSTALL TOP LAYER OF 151 FELT TO ROOF WITH A 6' YIN. MADTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR E)QSTING FELT AS SHOWN. DAPIA :D BY . r AUG 0 1 INC. REY. LETTER 7-2$-04 :NT INSTALLATION AD—HR-0007 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN TO FLOOR FRAMING MEMBER W/ STAPLE OR NAL BANDING STRAP i4RAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING. ADE CIF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE I OUTLET. WHERE THIS CRADE CAN NOT BE A00EVED, NOT LESS THAN 1/8' FOOT MAY BE USED WHEN A FULL SUE CLEANOUT N INSTALLED AT THE UPPER END. ...J VIEW OF DRAIN M0111P NOTES: 1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. DAPIA APPROVAL J .• ON rP .I i1 7 INC. JACOBSEN HOMES >H:g SPECl1CAfiOTICD+ er:GiS MDDAiE 'Alp AD du1MIGS ARE . R.R. 7-17-97CNICJIAL PRWU'ARY.AMCO&UPEK DRAWM TITM P.o. eex 36eYAZINALS Cf oomsm YANLL*Ac1URNC PLUMOwt sm w,IR,u ARE PROVcmwncING SUPPORT SAFETY HARBOR, FLORIDA 3a69S Alcma fm ym VM IVOYOs1 q DRABNG MMOb PHONE (813) 726-1138 an cmfuN k" sol ntv cons AD—PL-0001 18 OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. PPROVED BY INC. )HOME JACOBSEN HOMES THESE SPEtdiCA"OBOE' DRANM BY: DALE REV, LETTER noNS AND DRAIYNOS ARE M.T. 3-30-05 ORIGINAL. PROPRETARY, AND CO MIDEAOAL DRANG TITLE P.O. Box 368 Pit SUCH � CS RE �,,,� C OPEN PORCH RAILING(S) SAFETY HARBOR, FLORIDA 34695 REDAENT FOR SPECIRC FIRMS AND YUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CWUNTIAL AND SECIIET PROM DRrxS. AD—PO-0001 19 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 4 1 — VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE � FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE AD-PR-7002 SEE AD-PR-7008 SHIP THIS SEC. LOOSE — — — — — —(SITE INSTALLED) — — — FOR OVERHANGS SEE AD-PR-7003. j FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED \-- FOR ROOF VENTING BOTH FACTORY J POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS I CENTER SECTION OF TRIPLE WIDE TYPI AL TRIPLE WIDE HOME j REF. PG. IW-07-0011 WITF -SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: DAPIA APPROVAL' APPROVED BY Revised 14 Oct 25,2007 0 INC. FEDERAL MANUFACTURED HOME. CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES „ Mori P.O. Box 368 M95 SAFETY (7227) 726-RBOR, FLORIDA 13 PHONE NOTICE THESE SKCMT►M AND ORANTHGS ARE ORIGINAL, PRWKTARY, AND CONIRDENTW URIN MATERIALS OF JACOM MANUFACTG M SUCH MATMALS ARE PROVIDED TO THE MFOR SpEL P1� V RM MHM IVT as DRAWN BY: O.A. I DATE: 10-24-07 REV. LETTER: °�'"� n ON SITE PITCHED ROOF DETAILS DRAWING NUMBER: AD-PR-7001 20 ROOF. TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING WITH 7/16- X 1 1/2' X 16 GA. STAPLES (12) EACH SIDE OF MARRIAGE LINE TO � EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE p1 i 11- MN. SITE INSTALLED DECKING OVERLAP l FACTORY INSTALLED ROOF DECKING IL SEE NOTE /2 . MAY BE RIDGE BEAMS 18 MIN. (SEE NOTE p) k IDECVJ14G WIDTT CROSS-SECTION SITE INSTALLED 7/16- MIN. ROOF DECKING SECURED WIH 7/16- X 1 1/2- X 16 GA. STAPLES, 2' O.C. WAX. TO EACH 16' O.C. RAFTER. SITE INSTALLED RAFTER TO ALIGN MATH FACTORY INSTA;:ED RAFTER BELOW_ FACTORY INSTALLED RAFTER (CENTER SECTION) II ALL EXPO111 SURES (110 MPH) 20 PSF ROOF REF. PG. RC-07-0044 10 PSF D.L. NDSol Rff' cucs C-FS3.88.01 EKKUt APPROVAL• DAM APPROVAL: 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH �—/10 X 4 Ilr SCREWS AT EACH RAFTER END. SITE APPROVED BY INSTALLED PITCHED RAFTER TO ALIGN V41H FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) 2. ATTACH MATE LRf RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09 , 2006 N1 10 X 4 1/2' SCREWS 9. O.C.- MAX SPACING. INC. 3 E AD FOR CAP TREATMENT BETYAiN SECTIONS. .;ohn C. CN ft, P.m: FEDER" MAMOFACTU IMDE K2 EngirmrkV, Inc. CODSTRUCIMMAND SAFETYSTANDARDS JACOBSEN HOMES T SaEDFGT it.pR.. ,n„E OR"S"BY. O.A. 06-02-06 Fav LETt � P.O. BOX 36p w�is w �F�Kwo tic Pc sua rAlOarts AR PRDWFD 1011E /� H DtuW+W nilE ROOF TO ROOF ATTAC1iMENT SAFETY HARBOR. FLORIDA 3{695 PHONE (727) 726-1138 IECM FM SIM PAlC® yM111M BE K" eDWIND OL Ho WX1 FKN o m DRAWIFC NN ft AD—PR-7002 A 21 RAFTER TOP CHORD END ZONE RAFTER'/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS -- oc A/.� �2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160- DOUBLED END ZONE RAFTERS TYP. 160 O.C. 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOIUS ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT 2 X 4 NAILINGI BLOCK (INSTAMIN. (3).113311- XN3- NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT; , AND . MIN. (3) .131- X ,3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 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 I & BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUILOOKFR --/ \-' 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY W/16N. (5) 7/16- X 2 1/2' X 15 GA. NOTE: STAPLES OR MIN. (3) .131- X 3- NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) TO BE IM OF THE DWM�� ECH (TYPICAL AT ALL CENTER BRACES) IN THE ERDZONE PER FASKNER CHART. � ID-1 SINGLE TRUSS ONLY I REQ D OUTUX OF IB' TV. L6' TYP. 3 FT. AREA 01 NDS01 EXTRA TRUSS MAY BE PLACED ON EITHER SIDE I. ALL TRUSSES LOCATED WITHIN 36. OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD-PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS: Oumm.. PENEIRAIION: .131 PD NMI, 5 1 1/f 15 GIL STAPLE B 11, #8 SCREW 2 1' (INCL TD'} OUiLOM FASTENERS MAY E 16TAIED WINOZONE 111 FROM 1W CHORD DONIN F PEMEi I N ALL EXPOSURES B MAKrAM. (110 MPH) 20 PSF ROOF 10 PSF D.L. — — C-RC-197.01-197.02 ENGINEER APPROVAL: DAPIA APPROVAL• APPROVED BY ONF14eb 05,2008 INC. .John C. Doe�w n, RL. FEDERAL rApUFACfURED SME T coHsrnucnoa ArsAEEry srntiauos {{2 Engineo- , ►ng; Inc. JACOBSEN HOMES T mom IMA rIM 9PECIF071 11S MD WMICS ARE MAw" 01: O.A. 1-29-08• Lv. ILI4w. oBwuu. PROPNELARr MO gX-Wu- l Sm � DRAWING TITLE END ZONE RAFTER/OVERHUNG ASSINBLY ENDP.O. BOX 368 w- MAT' AK SAF HARBOR. FLORIDA �D 138 695 ame mm no � DeAAwnac ►n IRmreff mw AD-PR-7003 22 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER TRIPLE WIDE CENTER SECTION PEAK \ — SITE INSTALLED DECIMG ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION !c REI ",R OF /— AT CONTINUOUS PANEL BOTH WTSIDE SECTIONS (2 FULL / ROWS OF SHEAMNG) / SEAMS BETIICEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WlYlOE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES MIN. VIDTH PER SHEATHING REQUIREMENT L MANUF. INSTALLED DECKING TO HERE I APA RATED ROOF DECKING (OR EQUAL) N WINDZONE 01 ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF O.L 1. !1/6" MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING "PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Revised SPAN RATED) DECKING (EQUAL OR BETTER). John G. L:J: a Sri, '? . Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE�fl��TL�i':i;, �I;a INC. SAME DECKING PATTERN. FEDERAL. MANUFACTURED HOME 4. ASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2" X 15 CONSTRUCTION AND SAFETY STANDARDS A. STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES 1X SPE�ICA11Q06 NOD DRANtMS Ni DRAW BY. Q.A. DA1� 10-24-07 "�1°` oiNKOL. marR m. " DRAW WILE J� P.O. BOX 3w MARRM OF dACWSEN UAWACRM H N- SM MAmams A E FRow n io DE ON SITE PITCHED ROOF DECKING INST. SAFETY MANOR. F�oI�DA 3�as5 err Rit sic hEr= NO W 1E o yMr, Nti� wt PHONE (727) 726-1138 WT 0XIDO NO SM R1010HK AO—PR-7004 d 61 �� SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS (SEE AD—PR-7006 FOR QUANTITIES) SITE INSTALLED CENTER SECTION OF ROOF i T4innn...4eniz 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: OVED BY AIRevised Oct 125,2007 NC. MANUFACTURED HOME' CTION AND SAFETY STANDARDS NOTICE DRAWN BY; DATE: REV. LETTER ❑ ❑ JACOBSEN HOMES A DRAWINGS THESE svECF1CATI0DRAWINGSARE O.A. 10-24-07 � ORGRAL, PIiOPTdEIARY, AM CONTSpE M MATE �� �� DRAWING TITLE A P.O. BOX 368 UM A � �, ,,,,� ARE �� ro � SITt INSTALLED PITCHED ROOF VENTS I ❑❑ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 RECFIENNT FOR SPEIIFIC MRSE5 AM WSl BE RK CONUDENTK ARD SECRET M DIM DRAWING NUMBER: AD—PR-7005 24 ROOF VENTING MARRIAGE WALLS I I TIT. Io0 s@ TK CUTOUTS FOR ._r v67LAIION OF ROOF SECTION r_ (SEE CHART FOR RE.DiMMENTS) 100 so. IN. CUTOUT VENT HOLES N RF.o11TRF0 1N FLAT ROOF SECT10 (mr) x SECTION LENGTIt CUTOUT HOLES- 0 To IT-r I W-6- TO 31'-3' 2 31•-3' TO W-10' 3 W-10. 10 6 -6' 4 62--6 TO -0 5 I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I = I MARRIAGE WALLS Ell I+�'I LOW VENT LOW VENT u) 950 SO. IN, VENTS REOUIRED I `3 HIGH VENT IN SITE INSTA D TRUSS SEMON W- - - - - - - - - - - - -r-- I CENTER LINE OF CENTER SECTION 1n7 = s[CTO Uxft I "m M. too Iolt ID a•-r I Mac I we -M,-r To 4r-w 1 1 Ma[ - Aui 2 I1A 10 xr 10 ir- x 1 2 (ASK .O I WKK 10 0K*L Ki KMIS Tip. 50 S0. rt ROOF VENTS r- LOW VENT (SEE CHART FOR REOLRREMENTS) LOW VENT l MARRIAGE WALLS I , I I SITE INSTALLED CENTER SECTION OF ROOF. I 0 W 0 1 DAM NTMAL- AF PROVED BY JUN 10 j DEMM"SE0 HOME cm ETYSTA"ROS �I NOTICE M-AWH BY: DATE: REVAETIER: • JACOBSEN HOMES mcrosoccw-mmAIOODIN=AM R.R. 01-22-04 wS Or JMM Il ~ACP�CPANCC DRAWINGaTtE ROOF VENTING. mg P.O. BOX 368 W- SUM M AIV% US AK PIIOMW X TIc SAFETY HARBOR. FLORIDA .3095 R[~ FOR 9UM IIIFW NO W51 K DRAMIG MAKR PHONE (727) 726-1138 IVT COr10DIM1l NOSM FIIa1 VIKIM AD PR Sr. I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I = I MARRIAGE WALLS Ell I+�'I LOW VENT LOW VENT u) 950 SO. IN, VENTS REOUIRED I `3 HIGH VENT IN SITE INSTA D TRUSS SEMON W- - - - - - - - - - - - -r-- I CENTER LINE OF CENTER SECTION 1n7 = s[CTO Uxft I "m M. too Iolt ID a•-r I Mac I we -M,-r To 4r-w 1 1 Ma[ - Aui 2 I1A 10 xr 10 ir- x 1 2 (ASK .O I WKK 10 0K*L Ki KMIS Tip. 50 S0. rt ROOF VENTS r- LOW VENT (SEE CHART FOR REOLRREMENTS) LOW VENT l MARRIAGE WALLS I , I I SITE INSTALLED CENTER SECTION OF ROOF. I 0 W 0 1 DAM NTMAL- AF PROVED BY JUN 10 j DEMM"SE0 HOME cm ETYSTA"ROS �I NOTICE M-AWH BY: DATE: REVAETIER: • JACOBSEN HOMES mcrosoccw-mmAIOODIN=AM R.R. 01-22-04 wS Or JMM Il ~ACP�CPANCC DRAWINGaTtE ROOF VENTING. mg P.O. BOX 368 W- SUM M AIV% US AK PIIOMW X TIc SAFETY HARBOR. FLORIDA .3095 R[~ FOR 9UM IIIFW NO W51 K DRAMIG MAKR PHONE (727) 726-1138 IVT COr10DIM1l NOSM FIIa1 VIKIM AD PR Sr. .O I WKK 10 0K*L Ki KMIS Tip. 50 S0. rt ROOF VENTS r- LOW VENT (SEE CHART FOR REOLRREMENTS) LOW VENT l MARRIAGE WALLS I , I I SITE INSTALLED CENTER SECTION OF ROOF. I 0 W 0 1 DAM NTMAL- AF PROVED BY JUN 10 j DEMM"SE0 HOME cm ETYSTA"ROS �I NOTICE M-AWH BY: DATE: REVAETIER: • JACOBSEN HOMES mcrosoccw-mmAIOODIN=AM R.R. 01-22-04 wS Or JMM Il ~ACP�CPANCC DRAWINGaTtE ROOF VENTING. mg P.O. BOX 368 W- SUM M AIV% US AK PIIOMW X TIc SAFETY HARBOR. FLORIDA .3095 R[~ FOR 9UM IIIFW NO W51 K DRAMIG MAKR PHONE (727) 726-1138 IVT COr10DIM1l NOSM FIIa1 VIKIM AD PR Sr. Sr. PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE VENT LAf (OR SOLAR SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (SEE DETAIL 'A') \ SITE LER SECTION OF ROOF - EXTEND FLEX DUCT 3" ABOVE RAFTER SHEATHNG FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) TYP. CONNECTION TO VENT FAN, SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3- ABOVE! ROOF) (SEE DETAIL 'B') FACTORY INSTALLED FLAT CENTER SECTION :XHAUST DUCT SPLIT 4ND FASTENED TO ROOF )ECKING OR BACKER VITH MIN. 4- BD NAILS N LIEU OF FASTENING )UCT TO VENT CAP. SITE INSTALLED FLEX DUCT SHEET METAL SCREW FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS, 2 SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND HOLE CUT IN ROOF DECKING. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE. 5. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH APPROVED GLUE. Cr- JACOBSEN HOMES TIESE �EFI'IGI'�0SMTIORS AIo oaAWl.Ics NiE ORKiUI, RRORR[lay. " tOiIO ua WI-3 P.O. 80X 368 W►WAMS OF >t MN+tIFACAIRIP4 SAFETY HARBOR. FLORIDA 34695 RECCpptt FOR 9iCIIC HIiPW NO NMI K PHONE (727) 726-1138 -IVT CCWKNll1( NO SECRET IRM OILERS I' i PLUMBING VENT ROOF FLASHING (SITE INSTALLED) I VENT PIPE (SITE INSTALLED) COUPLER m (SITE INSTALLED) I VENT PIPE (FACTORY INSTALLED) DETAIL ' B' DAM APPROVAL: APPPOVED BY FEDERAL CONSTRL DRAWN BY: R.R. DRAWNG TITLE: PITCHED RC DRAWNG NUMBER RINC.'' IUFACTURED HOME IN AND SAFETY STANDARDS tw REV. LETTER: 01-23-04 AD-PR-7007 SITE INSTALLED SHINGLE AND UNDERLAYMENT FRO INSTALLED 151 FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN. OVERLAP AND A MIN. V 1MDTH OF ROOF CEMENT. 15# FELT TO HAVE A 6' MIN. OVERLAP 150 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF. -1 r -t r- -1 r -t r .-1 r -1 1 ` FIELD INSTALLED ROOF SHEATHING (TYP.) GI � I I 1 I 11 j 6' WIDTH OF ROOF CEMENT WHEN t I 1 I OPTIONAL 150 FELT IS INSTALLED., I — I OPTIONAL LAYER OF 151 FELT l ONE-PIECE 9 mr WMERLAY{fEM ROOF SHEATHING (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLE 0 SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECWG FOR UNDERLAYMENT OVER LAP OF 6' MINMUM. FASTENING DETAIL WINDZONE R (110 MPH) ALL EXPOSURES 1l1 CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT NOS• Revised FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALFD.) /�p�� .j0 C. UdSn Oct 29,2007 . NJ INC* Il MINGLES INSTALLED PER MANUFACTURERS INSTALLA110M INSTRUCTIONS 9;I�I�+vfytl %z EnS ITIC. EDERALW&W-ACTUREDHOME. NSTRUCWH AND SAFETY STANDARDS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. I NGMF. JACOBSEN HOMES TNT WRMWKS AM MAN= AM MAIN BY. O.A.10-24-07 DAIS my. l£TiQt: 1�,y,-m ,1m: DRItNIIL, PROPIE mx AND CMEWWK P.O. BOX W8 YAWO" OFJAOOBgtI WXFACIttt11C W- sat NAM" ACE pwom tD m SITE WTALED SHINGLE AND UNDERLAYMENT. A DRAW NwaE>� AD-PR-7008 SAFETYPHONE (�)F7226-1� 95 an o an i TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER I� I NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF v/ I I ROOFING TAR APPLIED OVER j TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. AW X 1' MINIMUM ROOFING NAILS OR .113' X 1` MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR j FASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA WITH ROOF— ING MASTIC (TAR). i l OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. WITH NAILER j FLANGE. SECURED TO ROOF. ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. WITH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED WITH AN APPROVED CAULK). i . � I TUBE SUPPLIED BY SOLAR TUBE MAN. I NOTES DAPIA APPROVAL: 1. ROOF FLANGE FASTENED TO SHINGLE ROOF 'ITN MIN. 1- X 1- X 16 GA. A ROVED BY STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). INC. FEDE ALMANUFACTURED HUME 1 CONS RUCTION AND SAFETY STANDARDS JACOBSEN HOMES NDSNO nose s�coflrallas AID oaAwws ARE DRAWN BY. M.T. DAIS 02-04-U4 REV IETiEIE � DRAWING TITLE: DIAL PRWKTAR. AIO cW>o tm ,I P.O. BOX 368 MAINC DMLS OF JM�N MANII►ACTIAbrG SuDI uAlE LRS AM fR vm TG DE TYP. FLASHING INSTALLATION SAFETY HARBOR. FLORIDA 34695 mt I f01 SPOW MODES NO MST K DRAWING NULIKR: PHONE (813) 726-1138 IM CDOVE k NO SEDKT rum 01110M AD—PR-7009 28 ADDENDUM GENERAL NOTES / TIE-DOWINS NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS. 1 VERTICAL LIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-DGY,,NS WHEN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. ► .E'N ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE 1ABLE(S), A STABILIZER PLATE MUST BE :NSTALLLEED IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS). S. 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 RES 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. 1. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-O' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEW'ALL HEIGHT ONLY). 9. LONGITUDINAL RES 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 -DOYENS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE 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 RID TYPE OF SOIL IN SO THE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR 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 REWIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN. THIS SECTION ARE TIIPICALS ONLY. REFER TO THE APPROPRIATE 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 BLOCK94G REQUAEMENTS. ALL BLOC(:NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES uu .sy p ,. ROVED BY A,, 'THESE NOTES AND DETAILS ARE APPLICABLE � Q No. O': FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571. ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' INC ND EXPOSURE V. SEE APPROPRIATE TABLES _ ' OR .SPECIFIC INFORMATION ON EACH. TAT :•� 0'. 6 t4 I 9 ' � �T NOEAIE1TfiNOMi11 J AC O B S E N HOMES THESE sPEOnCA�S AND DRAVANCS A;�" 1111E 11 r�•� DATE: REV. LETTER C.L.Y. 5-19-95 „ oRONAL PROPKTARY. AND CCNrMTPL DRAWING 7ITIL- P.O. BOX 368 UATERIAIS OF JACOBSEN UANUFACTMNC TD-GENERAL NOTES SAFETY HARBOR, FLORIDA 34695 WW _ WCH WERutS ARE PROUD TO THE PEOPDIT FOR SPECIV 1101 5 NO IIAI BE DRAWING NUU5Eft PHONE (813) 726-1138 *PT CowmnAL AM SECIO ERa OTHOM AD-TD-0001 29 ADDENDUM NORMAL TIE -DOWN SPACING TABLES Ott 1 ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE r' MIN. WIND ZONE II WIND ZONE i t MIN. DTY. ANCHOR 41N. pTY. A,, IR �ANGC E FLOOR WIDTH EA. END OF ANGLE EA. END DF O� EA SECTION YIN. B EA SECTION uW. A 20'-0' 2 36' 2 45' 24'-C 2 46' 2 60' 25'-4' 2 50' 3 138' 26'-8' 2 54' 1 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE n WIND ZONE III SPACING DEL HEAD DEL ANCHOR ANGLE SPACING DBL HEAD DBL LOAD ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12" 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 24'-0' -12' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' 25'-4' 12" 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 26'-8' 12' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. OTY. EA. END OF AAGHOR N YIN DTY. EA.ANGLE ANCHOR FLOOR 0 WIDTH EA. SECTION YIN.. B EA. SECTION SEC ' YIN.. B 20'-0' 2 50' 2 68' 24'4 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 19 SPACING DE HEAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 5'-4' 31501 40'-45' 4'-0' 31501 40'-50' 24'-0' 12' 5'-4' 3150J 40'-50' 4'-0' 3150# 40'-50' 25-4' 12' —4' 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5'-4' 31501 40'-50' +++v 31501 40'-50' NOTES: _ ENGINEER` O 4,� DAPIA APPROVAL: 1. SEE AD-TTT-DO01 FOR ADDITIONAL REOUIRWENTS. ='•� No. F ' 2 - a ; Q O', s ppROVED BYE 2. SEE AD-M-0011 FOR YAXIUUW PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE - ENE8 i 5 OF . c INC, •. + . �• ua,�.,osNmswov+cn JACOBSEN HOMES NOTICE: THESE SPEanCATIONS AND DRAGNDS ARE lCPAMid • C.L.Y. DATE: 5-30-95 REV. LETTER: DRAYANG DTLE: NORM. SPACING TABLES ■ Tq BOX 368 CROINAL. PROPNETARY. AND CONMEHTUL MATERIALS OF JACOBSEN MANUFACTURING / P.O. SAFETY W_ SUCH WATERULS ARE FRONDED TO THE � RSECIWT RF04S� � /H` DRA4ANG NUMBER: AD-TD-0010 PHONE 726-1138 RPTCC�E7�iTI�II 30 !� ADDENDUM !, ALTERNATE TIE -DOWN SPACING TABLES ZONE II & M/EXP. C 14 . 1. Z 1 4. 7. IANGMINAL TIE -DOWN SPACING TABLE WL I HAND ZONE H WIND ZONE M (+ FLOOR an ANm FA. EN OF Nisi K on OF mm ANGLE WDTH � sum+ �. e SW FA � s�cuaw e U 23'-4' 2 54' 3 40' O 24'4 2 54 3 40' 25-4' 2 gO' 3 M. a 3 4T 1 4 41' (SEE ROE J4 FOR ANCHOR ANGLES) VERTICAL TIE -DOWN / F M TIE -DOWN SPACING TABLE SIN. MAXYMND ZONE II WIND ZONE ill FLOOR EAVE sus UL NEW AM= maSPAM HE oBL HEAD mcm NOE 01H OVERHANG S_4• Lm 3150E 40=45' 5'-4' . 3150 f 35-W 23'-4' 24'-0' 12' 12' 5-4' 3150E W-45' 64 3150 j 35'—W 2'-4' 12' 5-4' 3150E 40'-45' 5'-4' 3150 f . 3154 35'— 40 35'—C �'—g° 12' .. 5-4` 5-9 31501 3150E 40r--45' 9--45' S-4' 3150E 35'-40' 12' (SEE NOTE 14 FOR ANCHOR ANGLES) AD-M-MM FOR ADaM NAL REQUAEiD1i13. AD-1D-0011.1 FOR YAl W PER HE4 73 REQUAtED FOR INE LOAM p.ATED ABM DOM DES= ON 10 PAGE mWGW 10 DOUBLE WES ONLY. B ANLlIOR ANGLE SHON W 1K ONART ABOVE CANNOT BE ACHEViD, ALLED AN APPROVED STAR= PLAIE, JACOBSEN HOMES P.O. BOX 368 SAFE HARBOR'PHONES 726— LO DA 3 G. Dop °°49 .��C3:.•�EA, ..•FLU, +` N0 464 m� • • 6 o O STA i m REF. CALC. o�eA� •'ct 1 Q P. `20��•� C-TD - 215.01 - 215.20 S'• o .. .. xol = 1X 5M=0 APO WAVWS AK 10 Ow AL FRMM. MD CMFM L YAWW Or JA000M YRpffA41U1M0 MC. SUIM W176W AU FW= 1011E OM wwEr�� APPROVED BY OTI�4JUa 16,2009 INC. FEDERAL xUxIFAC'NRED XOME ODNSTItlIC�10x AND SAiiTY STANDARDS . M.T. � — 06-04-09 JERNATE SPACING TABLES R AD-7D-0010.1 'All ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWNG TIE -DOWN SPACINGS MAX PER M-ID-0010 IML HR AD-M-WIO O&L nx NJ-Iu-Wlu IML rtx AU -ID -MU IMM ru% .u.-n -- — TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.0 SEE FIGURE 2.0 FOR ALTERNATE TIE-DO11N EMOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN SEE NOTE 5 FOR MAWN HEIGHT NOTES: —.._ �;`� . . �,' `.'�C� %/I1 PFiUV tU t>r 1. SEE AD-TD-ODIO FOR SPAaNG TABLES 2. SEE AD-TD-0010 FOR IIUANRY OF LONGTUDIAL TIE -DOWN STRAPS REWIRED. 1 7 •Q No. 1 I -wA 3. SEE OTHER DUALS FOR BONG (PIER) QUANTITY AND 01HER REOUIGIENTS = ENE8703571 LOCIINC 4. SEE AD-TD-0001 FOR ADDITION& REQUKM04M I 5. ZONE 2/E(POSURE 'C': 60' MAMM HEIGHT 'T�' tL cIIOIANosutTYllwaro� ZONE 2 RE V: 44' MA)aRIM HEIGHT � =moo''•�P•� � :,, ZONE 3/DPOSURE V- 40' MA)WM HEIGHT ',� .t` ' p a•,.•'�\ �� REF. CALCS ZONE 3/0 POSURE V: 36' MA) UM HEIGHT �ii�s►s/o • • • • • �� ���� NOM U1NA11 DATE.REV. LETT JACOBSEN HOMES THESE-vcmcAms AND DRAYINIS An C.L.Y. 3-27-95 ER: OlaMNAL PRWKIARY. AND COWMIENOL DRAWING TITLE: P.O. BOX 368 MATUbALS OF OZWSEN MANUFACTJ ME0 FIGURES 1.0 AND 1.1 RIC 9XH MAVID S ARE PRD OW TO TIE SAFETY HARBOR, FLORIDA 34695 RECPEW FOR SLUM PJWM NO W9IE DRAWING NUMBER: PHONE (1113) 726-1138 KEPT COWDt UPL Me SECIET IR011 omm AD—TD-0011 32 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION CNAM9MC TIP-FTAWN WONGS TYPICAL CROSS SECTION MOWING iIEDOWNS FIGURE 1.0 TV. AM m ANCHOR AIIGE (sEE NmE P) mom AmE (SEE NmE is) FIGURE 1.1 MMM HMM ON 161/f 1—BFAM CENM W 96' H91 SMAU) 1. SAE AD-7D-O010.1 FOR SPACING TABLES 2- SEE AD-7D-0010.1 FOR QUM" OF LONOFUX TIE -WIN STRAPS REQIARED. 3. SEE OTHER DETAILS FOR .BLOf MO (PIER) QUANTITY AND OTHER REWREADM 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 5. ZDHE 2/E1mMRE V: 67* MATaMUM HEW ZONE 3/1:16TOSURE V: 56' MA=IW HEIGHT 6. Ma ANCHOR ANGLE SHM ON AD-TD-0010.1 MOT BE ACIOEUFD, INSTALL AN APPROVED STAGLIZEt PLATE oee`'XeeClaDo$//,� o° ` •cc O� u7offl. r ' a. • cu, do 0 °°°ssS®�IL AB e��eee BOB SEE NOTE 5 FOR MAM WONT APPROVED BY ONOO �7tim 16,2009 INC. FEDERAL MA NFACWED HOME CONSTRUCTION AND SAFETY STANDANDS C-TD- 215.01 - 215.20 JACOBSEN HOMES TM INSMMAN=� ��E M.T. �-�—os -" - 11 IUM OF 0o�M MA N►F UA G °��Nc ' FIGURES 1.0 AND 1.1 P.O. BOX 368 Off, SUCH MAIERWS ARE Fn MM.T0 INE SAFETY HARBOR. FLORIDA 34695 REO W F0151EtsIC FUSS NO MIST EE DRANFNG NUMBER: PHONE (813) 726-1138 K" CaMimFJNIAL M SEW FROM U MMs. AD—TD—Q011.1 33 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE lI & ]II/EXP. C & D 1 �' LONGITUDINAL TIE -DOWN SPACING TABLE (�1 MIN. WIND ZONE II WIND ZONE III FLOOR MIN. OTti ANCHOR UK OM ANCHOR WIDTH END OF ANGLE EA. DO OF ANGLE A SEC EA. TION MIN. A EA. SECTION MIN. B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE j MIN. MAX. WND ZONE II WIND ZONE III SPACING DOL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE i (1 MIN. WIND ZONE II WIND ZONE III . FLOOR OTT. ANCHOR uM ANCHOR WIDTH EA. END OF k E ANGLE OY. EA. END OF ANGLE 0 EA SECTION YIN. B EA SECTION MIN. 6 12'-0' 2 64' 3 47'3' 12'-0' 1 3 1 37' 14 3 13'-4' 3 42' 13 55' 13'-4' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DOL HEAD MOM ANGLE SPACING DOL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 12'-0' 6' 5-4' 31501 40'-45' 4'-0' 3150n 40'-50' 13'-4 6' 5'-4' 3150J 40'-50' 4'-0' 3150# 40'-50' ENGI`EER- �•' N DOF�F DAPIA APPROVAL:NOTE IREM I. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS APPROVED BY - z No. 2. SEE AD-7D-0013 FOR UA70uum PIER HEIGHTS REOLMED FOR THE LOADS TABULATED ABOVE sz ENE8703571 = XN T 5 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. * ' I N G 4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FLOOR MOTHS MATH 95 1/2' ' STAT'' E � ��'• (�. 4444+Q ��/O nxv.w�urru® I -BEAM SPACING, 96' UMOMUM SIDEWALL HEH21T AND 6' MAZILIM SIDE EACH SIDE OF UNIT).••.....•AA���µµ I aN .• �� ``��• OVERHANG (6' OVERHANG MAX HOMES NOnCE: "1111 THESE 7EOnCATMS AND DRAMANES AW 111114"- o C.L.Y. DATE' 5-30-95 TTE REV. LER: DRAMANG TITLE: NORM. SPACING TABLES P.O. BOX 368 NAD-TJACOBSEN ORONAL PROPMETARY, AND CORMNN1L MATERIALS OF .IACOMN MAMFACTIRWG / \ SAFETY HARBOR, FLORIDA 34695 WC 9)01 MAXZkS ARE PRONDED TO THE FICP04 FOR S°E= PIPFOSES AND WST BE KEPT Ctt![� PAL AND IOU FROM OTHERS /!-�\ DRAWNG NUMBER: D—OO12 PHONE (813) 726-1138 34 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE ZO FOR ALTIDWITE TIE-DOW llB' D FIGURE 1.3 SEE FIGURE 7.0 FOR eI.TE 13 TT8-DDiN MMD NOTES: it 1. SEE TD-W12 FOR SPACING TABLES AND NOTES. 2. SEE l TD-0012 FOR QUANTY OF LONGITLIDIAL TIE -DOWN STRAPS REQUIRED. 3. SEE 0 DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOL1RFlGM 4. SEE I TD-11 0001 FOR ADDITIONAL REQUIREMENTS 5. ZONE 2 RE 'C" 30' MAXIMUM HEIGHT ZONE 2 RE 'D': 48' MAXMQU HEIGHT ZONE 3 C': 28' MAMM HEIGHT ZONE 3 RE V- 60' MAXIIRIM HEIGHT . SEE NOD: 5 FOR MAXNIAI HENT4T C. DpF �0.qzIV T gF�F2 :r ENE8703571 DAPIA APPROVAL• APPROVED BY;bA,, JAPE it ff INC r[uwr�ur�snc�uc�ioE �wcroiNoaAt'nrta�q NOWEk ''�i •N LDR DATE: IV. LETTER: JACOBSEN HOMES � ,,,oNs AID WAA�60„ C.L.Y. 5-19-95 OMGWM- PROPRIETARY, AND OOf1 WT1AL DRAINNG TITLE P.O. BOX 368 OF MMO TAT M FIGURES 1.2 AND 1.3 SAFELY HARBOR, FLORIDA726-11 34695 REOPSU rOt SUM PttR M AND UM K BRAVING NUMBER: i PHONE (813) 726-1138 MT tx FWM Alp WV ►Ra OR10IS AD-TD-0013 I ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 2.0 .rota RIt AU-IU-WIU IAtlIL m SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTIONS) -,.Nnnnlrrrrn.- NOTES• S E-CO DAPIA APPROVAL I. SEE AD-TD-0010 FOR SPACING TABLES No. RFo''� APPROVED BYE TD 2. SEE AD--OD10 FOR QUANITY OF LON6TTUDIAL 11E-DDVM STRAPS REQUIRED. ENE8703571 ��Op r 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS _ �• _ 0 1 5 ON 14 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS INC, �c�FAS.,!VpIAN.••����.`` W61RlCf�IMOSAItTTswn�eEti NO;TCE: DRANK BY: DATE: REV. LETTER: JACOBSEN HOMES THESE sPEanuna+s AND DRAMIN(S ARE C.L.Y. 5-19-95 ■ ORIONAL, PROWTARY. AND CONFIDENTIAL DRAWING TITLE: /� P.O. BOx 368 MATERIALS OF JACOBSEN MANUFACTURING FIGURE 2.0 /(,\ „ SAFETY HARBOR, FLORIDA 34695 REOPUITT FOR S'[�CFlC s AM An PROMDEDTO BE DRAWING NUMBER PHONE (813) 726-1138 IVT Ca Mn4 vo s:00 rROW 0Mn AD-TD-0014 -5__ ADDENDUM ALTERNATE TIE-DOIM SYSTEM(S) ALTERNATE LONGITUDINAL TIE—DOWIN INSTALLATION METHODS SIDE VIEW OF MAIN FRAM_ T><-DOWN STRAP SEE OTHER OPALS roR TIE-DONN STRAP SPECFICATIONS. APPROVED ANCHOR % .DED TO MAIN I-EEAM (SEE OTHER OETAS SEE AD-TO-0200 FOR FOR riE1DNG) i0 BE NSTALIEi RADIUS CLIP DETA'LS AT THC FACTORY. (REWIRED INS LOCATION). (UK 31501 WORKING (DESIGN) LOAD AND 47251 ULTIMATE LOAD.) GROUND ANCHOR SEE OTHER DETALS FOR Siff, ANGLE AND OTHER INSTALLATION NOTES. SOLID HEADER (CROSSMEUBER) SEE AO-7D-0200 FOR RADIUS CUP OETALS (REQUIRED THIS LOCATON). SIDE Y.EIV SEE AD-TD-0o10 FOR SPACING TABLES. SEE AO-TD-0010 FOR OUANITY of LONG31UDIAL TIE -Dom STRAFS REWWRED. SEE OTHER DETAILS FOR BLOCKING (PIER) OUM711Y MI) OTHER REWREMENTS. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. FIG URE 2.1 3- X 3/4' (: 1/2 j . CUT INTO HEADER FOR STRAP ATTACHNEIIT. FRONT VIEW/5(REOLM . )JUST BE LOCATED WTHIN 18THN S' OF PAIN F UA (FACTORY CUT) i- SEE AD-TO-C203 FOR II RADIUS CLIP DETAILS THIS LOCATON). TE-DDYN STRAP 5M OTM CETAILS FOR TIE -DOWN STRAP SPECIFICATIONS' GROUND ANOA* SEE OTHER DETALS FOR SZE. ANG E ANO OVER INSTALLATION Wit OVAL -:\•.I. EI*'ca 17 ''jiyoN;AT1� 14 Ason BRACKET AND TE-DOIIM .DDICES ARE CERTIFIED. BY 01HM FIG URE 2.2 ':A A'PROVw T\OTTCe {iNl wn oI. 1^'L* IILV. LLIILK: JACOBSEN HOMES TrM FEGFWONS ANO CRAzWNZ AAE C.L.Y. s-13—ss i WGNAL. FACPRETARL AND COJUXiul CRANING TIM FIGURES 1 $ 2.2 '. P.O. BOX 368 VAMOAIS O JACOBSEN MAKfACTLOW % SAFETY HARBOR. FLORIDA 34625 X SIIOI MAt1�aALs A Mt AW l0 1HE PHGVE (813) 726-1138 �TioaiAEiAIA,a�TI= OHM DRAWINGS NWBEfT AD-TD-0015 LONGITUDINAL STRAP ATTACHMENT TYPICAL FRAW I -BEAN TYPICAL LONGITUDINAL ANCHDR STRAP (FIELD INSTALLED) NOTE-S.- - . 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/44 WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. GATOR BEAN CLAMP MANUFACURED BY TIE -DOWN ENGINEERING, PART 159011 (SEE MANUFACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) APPROVAL: AFIPROVED EY jjjW 15 pfINC. MANUFACTURED HOME Cl ION AND SAFETY STANDARDS NOTICE DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWS ARE M.T. 6-12-01 ORIGINAL., PROPRIETARY, WO COWDENTIAL DRAWING TITLE: MATERIALS Of JACHHISEN MANIIFACTHMHNG LONGITUDINAL STRAP ATTACHMENT P.O. BOX 368 HNC SUCH MAMMALS ARE PROMDED 10 THE SAFETY HARBOR. FLORIDA 34695 ' REORENT FOR SAC PIrRiDSES Arm war BE DRAWING NUMBER: PHONE (727) 726-1138 HEM MNRDDMAL AND SEOiET ERDY OHM AD- TD-0016. 38 ADDENDUM OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D jLONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WAND ZONE III ti` v FLOOR MIN. on ANCHOR OIL on mom EA END OF . IN. Ell END OF AM E v 1� W1D1H A SECTION uo�. a EA SECTION ►mK 6 10'-0' 2 44' 2 56' i 12'-0' 2 57' 3 42' i 13'-4' . 3 38' 3 50' VERTICAL TIE -DOWN / FRAME TIE-DOI4N SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE SPACING HEAD ANCHOR ANGLE SPACING DBL 1D ANCHM ANGLE WIDTH OVERHANG LOAD LOAD 10'-0' 12' 4'-0' 31501 40'-50' 4'-0" 31501 4V-50' 12'-0" 12' 4'-0' 30001 40'-50' 4'-0' 31501 40'-50' 13'-4' 12' 5'-3' 3150� 40'-50' 4'-p' 30001 40'-50' i LONGITUDINAL TIE -DOWN SPACING TABLE I MIN. WIND ZONE it WIND ZONE III FLOOR MIN. on ANaIOR uDt on ANOIDN WIDTH Ek gcno ANGLE B EEi SECTI�OR N. 0 O� 10'-0' 2 64' 3 46' l 12'-0' 3 50' 3 68' 13'-4- 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE-DOIYN SPACING -TABLE it MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE DBL HEM DEL HEAD WIDTH OVERHANG LOAD LOAD SPACING ANCHOR ANGLE SPACING ANCHOR ANGLE 10'-0" 12' 4'-0' 31501 40'-50' 2'-8" 3150# 40'-50' l 12'-0" 12' 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4" 12" 4'-0' 3065g 40'-50' 2'-8- 30001 40'-50' NOTES: ENaNW%� VvADQ�� A M (5VED BY I. OFFSET SECTION IMTH THE MARRIAGE LINE WALL EXTEND24G BEYOND THE ENDWAU OF �7�Q.,•�G�S T REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE Q i W11H THE TABLES A80V�- THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T r, .. - z SEP 0 9 1 i BE TIED DOWN INACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). ; =. i2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. -tl ' INC. r 7. SEE AD-m-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED �`• �i+9(g6r: ' FED RAL MANUFACTURED HOME II ABOVE. 4F�s ' •.. ��� COIISTRUCTION AND SAFETY STAND NOTICE. DATE: REV. LETTER JACOBSEN HOMES THESE SFECITICADDNS AND DRAWJICS ARE R.R. 8-27-96 itOMONAL FROPPJETARY, AND CCInMTML DRAWING TITLE - IDIOM YAIEMALS OF JKOBSEN YANUFACIMIC �I P.O. BOX 368 OFFSET SPACING TABLES PC. SUCH YA1ERUl5 ARE FRONDED TO IML SAFETY HARBOR, FLORIDA 3a695 REOPQN FOR SPECFTC PURPOSES NO YUSi RE PHONE (813) 726-1138 PVT COWWTIAL AND SEMT EROW OnM OWING NUMOER AO-TD-0020 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD TYP. CROSS SECTION(S) SHOWING iIEDOWNS SEE NOTE 5 FOR MAXWUM 1 01 ITT [TABLES ON AD-TD-M D0 NOT APPLY M MY STANDW 141LTF-NDE SE&ONIS OF THE UNIT -SEE NOTE 1, AD-TD-OD20.] TYP. FLOOR SYSTEM' III nP. CROSS-► BIBER Ia 1_Amm A�---•T IR W 1—ANCHOR ANGLE WIN ANGLE- 4'R FIGURE 3.1 FIGURE 3.2 SEE FIGURE 6.0 FOR ALTERNATE TIE-DOAR METHOD kwl. ky g i'my' ALTERNATE 77-DOWN HOOD ENGI 0 O �i DAPIA APPROVAL NOTES: �� 1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �O•Q�G� No AFC F2 �'-� APPROVED 13Yit 2. SEE AD-TD-0020 FOR WANITY OF LONMIAL TIE -DORM STRAPS REOUIRED. (OFFSET SECTION ONLY) — ENE8703571 3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. NOW INC5. ZONE 2/EXPOSURE 'C': 44" MAXIMUM HEIGHT O� •., �•' ��.� � ZONE 3/EXPOSURE V.-32' MAXIMUM HEI T (44' 024' WIDE MIN.) ''' �� • •' • . ',���\ ````` ZONE / s�ONAI NO AND DRAWN BY: DATE REV. LETTER: JAC O B S EN HOMES TNE$ SPECIFlCAnoNS AND DRAWINGS ARE C.L.Y. 5-11-95 ORIGINAL. PROPRIETARY, AND CONFIDFIITIAL DRAWING TITLE A TH a,FP.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING FIG. 3.0, 3.1 & 3.2 SAFETY HARBOR, FLORIDA 34695 REOW FOYR SPECIFICS RWOMS AM ARE PROVIDEDTu15T BE DRAWING NUMBER: PHONE (813) 726-1138 PUT CONFDENTIAL AND SECRET TROY OTHERS AD-TD-0021 40 I I, ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE-DOWN.SPACINGS II �- x 3 I I TIE -DOWNS TE_Dm AL 24• NG 24' TIE-M SPACK TIE -DOWN SoAONG 11E-M !PACNG 74• WX PER AD- ir fl TABif MAX PER AD-ID-OOi0 10 F PER AD-ID-OOID TABLE =2 AD-TD-ODIO TAHF VAX I OFFSET SECTION CF IXT FIGURE 4.0 I I I I I I . I I SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION \llllllllllllA// - 0 AD-m-oo20 FOR 4AC:V; TA3�ES (OFFSET SECTION oelY). •OV 0, If,, )�.•'�G\STEq �F ,, DAPIA APPROVAL' APPROVED BY I. 2 AD-ID-OD20 FOR DIMITY OF LON07LOAL TIE -DOWN STRAPS REQUIRED. ( SECTION ONLY) = NE8703571 - 3. �. OM DETAILS FOR BLO0r_SG (PIER) QUANTITY AND OTHER REOUIFSIENTS. AID-TD-0001 FOR REWDiEYENTS II �JC INC V p ADDITIONAL :'��` . � rtx�ww�s•cruirnra[ ' Wo�tiO�o�wolrRTifirrc'H4 N�'. �: L I JACOBSEN HOMES NOTICE THESE sKanckmks mo D KNM ARE 1lRAWM BY: c.L.ti. DATE: 5-11-95 REV. LETTER P.O. R MONAL. PROPRV RY AND CONIOCNRAL YATMALS OF ,IACOlIgTI UM"ACI"G ING SUOI MAIEI:AIS ARE PROW= TO THE (� / \ ' DRAWNG TITLE FIG. 4.0 Bmi ?-c;. SAFETY NA �FLORIDAI 34695 PHONE (B13) 726-1138 I IECFOrt FLIT SNKC/Y PJWM-NO MIST NE PVT CMFDOIIUI AIO IOU rRU 04ERS DRAWING NUMBER AD—TD-0022 41 g�q� ADDENDUM �Cvg* LES Stt �1G �000 % ALTERNATE UNIT TIE —DOWN SPACING TAB CD Q ZONE II & III/EXP. C & D / LONGITUDINAL TIE —DOWN SPACING TABLE (1' MIN. WND ZONE it WIND ZONE III �l FLOOR YIN. orY ANCHOR MIN. OTY. ANCHOR %IDTH [A END NEA. END OF ANGLE 0 EA. SECTION ON YIN.. A EA SECTION YIN. 6 20'-0' 2 36' 2 45' 24'-0" 2 46' 2 60' 25'-4' 2 50' 2 67' 26'-8' 1 2 55' 1 3 30. VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR EAVE DBL HEAD Da. HEAD WIDTH OVERHANG SPACING LOAD ANCHOR ANGLE SPAONG LOAD ANCHOR ANGLE 20'-0" 12' 4'-0' 36701 20' 4'-0' 3900# 20' 24'-0" 12' 4'-0" 37001 20' 4'-0' 3950# 20' 25'-4' 12' 6'-8' 40001 15' 4'-0' 39501 22' 26'-8' 12' 6'-8- 39501 28' 4'-0* 3950# 22' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR YIN. OTT. ANCHOR UK OTT. ANCHOR P1DTH EA. END EA. END OF ANGLE ON EEA.SSECTIONMIN.K a EA. SECTION LIN. e 20'-0' 2 50' N/A N/A �j 24'-0' 2 70' 1 N/A N/A 254 3 42' 1 N/A N/A 26'-8' N/A N/A I N/A I N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II 1MND ZONE III FLOOR EAVE SPACING DBL HEAD ANCHORANCHOR ANGLE SPACING DBL HEAD ANCHOR ANOE WIDTH OVERHANG LOAD 20'-0' 12' 4'-0. 40001 20' N/A N/A N/A 24'-0' 12' 1 4'-0' 40001 24' N/A N/A N/A 25'-4' 12" 4'-0. 40001 1 26' N/A N/A N/A 26'-8' 12' 4'-0' 40DOI 1 27'. , ,,,,, , N/A N/A N/A NOTES: ENWKkit' PR Y1 L•DOc///'''' DAPIA APPROVAL- 1. SEE AD-TD-000I FOR ADDITIONAL REQUIREMENTS O�r'1G\STrq��F2 2. SEE AD-TD-DO31 FOR MAXIMUM PIER ff"T REWIRED FOR THE LOADS TABULATED :EKE8703571 ABOVE. 3. 20 WiDES -82' MAXIMUM I -BEAM SPACING ONLY. --' -. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). • %.�• /'vr14%�� JACOBSEN HOMES N079C 1/1111 T1EsE wancA Ns AND DRAMM ARE i9R� c.L.Y. DATE s-13-95 REV. LETTER: 5c �A� RAT MMDRANNc AOFMAWFACMF6 MATERIALS nL ALT. SPACING TABLES P.O. BOX 368 HNC SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR. FLORIDA 34695 PHONE.(813) 726-1138 RECIPCHT rOR gEtnc FLwm Ao imi ®E MT CWMnAE AND SECRET FM OTHERS DRAVANG NUMBER: AD-TD-0030 I r 42 c k ALTERNATE TIEEDOINN SYSTEMS) TYPICAL CROSS SECTION SHOWING TIEDOWNS LFIGURE 5.0 SEE FIGURE L1 FOR RECOMMENDED T[E-DOTE EQITBOD . IMPORTANT NOTICE: 91 NON 4 FOR YA)= HEIGHT THIS ALTERNATE APPLICATIONREQUIRES.�4,000. POUND `ANCHORS RATING OF N USING TN15 TIE DOWN. CONFIGURATION A STTIE CRESTMODEL (TYPE ) 4,ODO POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUEYD.ANT ANCHOR ME69 NG THE ABOVE SPECIFICATIONS MADE BY ANOTHER IIANUFACTURER MAY BE USED DI I EU OF THE STYE CREST PRODUCES ANCHOR 0 I THE ALTERNATE RE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN I AL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BT 'OUTBOARD' 1. SEE AD-TD-0001 FOR ADDITONAL REWIREYENTS INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 1-BEAM THE MAX 2. SEE OTHER DETAILS FOR BL009NG (PIER) WANRTY AND OTHER REQUIREMENTS. THE R I SEE OTHER DETAILS FOR THE RE UCEO-FRAME NCO FIGURE 5.0 SEE ALTERNATE TiE-DOWN SPACING TABLES (AD-TD-DO30). MENOFF OUND R. INSTALLING TIE -DOWNS 3. FOR 4. 20N 2/E7a'OSURE 'C': 3X MAXUUu HE]GHi b': 2Y MAWLIM HEIGHT ENgNfER�PPAOVAE l ' •;��• OAPIA APPROVAL ZON ! 2/Ela'OSURE ZDN 13/EXPOSURE 'C': 3T Mka(UM HEIGHT 'D': �� C 18TEk' - •, M '.� , ZONEi3/E)POSURE THIS APPUCA71ON IS NOT APPLICABLE.� lyp, F J ..` y ENES?0,5T - �• E7 R r�� .. Will ..DRAWN BY: C.L.Y. DAIS 6-13-95 REV. LETTER. JACOBSEN HOMES -T+CSesP[anusu�ooRAaN6ARE DRAWING TITLL FIG. 5.0 CRiONAI. PR0.,. TART, AND CCARIDQ" uATFRULS OF JACOM UWAACRAWIC P.O. EOX 368 SAFE FLORIDA95 26 M SUCH NAMULS AK PRo M TD THE, NR11� � IV NUMBER - DRAWING NUMBER AD-TD-0031 PHONE 1138 W D� 43 �f ADDENDUM � � 1 �pP�G `Mflu��R►��� Q�{ � Gl� V ,�' ALT. OFFSET UNIT TIE -DOWN SPACING TABLES O 61 6' ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III WIN.OTY. EA END OF EA gcnoN ANCHOR ANGLE MIN. a MIN.OTY. EA. END OF EA gcTD ANCHOR ANGLE YIN. e `Q FLOOR 'MDTH �S 20'-0' N/A N/A N/A N/A 24'-0 2 42' 2 53' 25-4' 2 1 45' 2 58' 26'-8' 2 48' 3 3-7- VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL HEAD Low ANCHOR ANGLE SPACING DBL READ LOAD ANCHOR ANGLE FLOOR WIDTH SAVE OVERHANG 2V-O' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0' 40DO j 20'-30' 4'-0' 4000# 20`-30' 25-4' 12' 4'-0' 40001 20'-30' 4'-0' 40001 20'-30' 26'-8' 12' 4'-0' 40DOI 20'-3T 4'-0' 4000# 25'-30' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. QTY. ANCHOR UK CITY. ANCHOR FLOOR WIDTH EA END AN EA. END OF ANGLE EA SECTION WIN.. 6 EA S7:C110N YIN. 8 O v 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' �1 25'-4' 2 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DeBEAD Low ANCHOR ANGLE SPACING DEHEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8' 40001 20'-30' 2'-8' 4000# 20'-30' 254 12' 4'-0' 1 40001 25•-30' S-2' 40001 1 15 ^30' 26'-8' 12' 4'-0' 40001 25'-30' 3'-2' 40001 25'-30' NOTES• NOTES: ENGINEER I`1�fgVallII11JII�/'' - DAPIA APPROVAL 1. OFFSET SECTION MAN THE MARRIAGE LINE WALL EXTTNDNG BEYOND THE ENDWALL OF ` C DD `�``�\`�' • ., C�'''�i�i PPPOVED BY THE ADJACENT SECDON MUST BE TIED DowAT THE MARRAGE LINE IN ACCORDANCE WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO ho 9F0 F2 ; JUN 1 4 BE TILT) DONN N ACCORDANCE MTN THE ALT. SPACING TABLES (AD-m-0030). _� E r. B i - �N 2. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS. 3. 1D-0033 FOR MAMM PIER HEIGHT REOIARED FOR THE LOADS TABULATED — ' T •� z ST a� .L(� ` Fit. .. c+u�tniwt CW •.. v.Win SIMGV%o ALB JACOBSEN HOMES NOTICE q���� A-' THESE �EanuT*is Mm mymcs ft•: ����•` • Wc.L.Y. DATE: 5-30-95 REV. LETTER DRAWING TITLE: ALT. SPACING TABLES P.O. BOX 368 OR ONAL. PROPRIETARY. AND Cp01DENTIAL MATERIALS OF JAC09" Mm"ACTURDIO SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REEF Ft SPECM RJWM NO MW If IQPT H arMRX AID SEOV IRW OTHERS DRAWING NUMBER: AD- TD-0032 �E NOT 1S�T,1.1 S p,� ; G(�,� ADDENDUM VOIX �' IVo co c�oRJ ALTERNATE TIE —DOWN SYSTEM .A A TYP. CROSS SECTION(S) SHOWING TIEDOWNS ANGLE MOLE FIGURE 6.0 FIGURE 3.1 FOR RHCOMMENOED TIE -DON METHOD SEE NOTE 5 FOR MAXIMUM HR10iT (TARES CH AD-111-OW ROME APPLY TO NESE sUNOAIm tun-111E Kcim OF THE UNIT -SEE ROTE 1, AD-10-ONt) TIP. FLOOR s1STE117 ANOCR ANGLE TIP. FIGURE 6,1 SEE FIGURE 12 FOR RBCOMIENRDED TIE -DOWN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE—DONON CONFIGURATION A STYIB CREST PRODUCTS MODEL 57SH (TYPE 2jj, AUGLTN ANCHOR = A DESIGN TDAD (TORRDIG LOAD) RATING OF 4,000 POUNDS AND AN ULTDIATE NDAD RATING OF 6,OD0 POUNDS MUST BE USED. AR EQlIIYB All A'ICBOR IIF.ETDNG THE ABOVE SPECIFICATIONS WE BY ANOTHER MANUFACTURER MAY BE USED Di LIEU OF THE STYLE CREST PRODUCTS ANCHOR THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N 1. AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ALL O ZONES AND IN EAPOSUR£ 'C AND.EXPOAIRE V. HOWEVER. BY W INSTALNG THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX 2 ii OTHER RETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE 3. F FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020). RECOMMENDED LING S FOR INSTAFRAME TIE -DOWNS. 4. F FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-7D-0010). EHONEER Al DAPIA APPROVAL: ( SEE AD-TD-0020 AND AD-m-Don) ��` ` C DpQ 5. 2 E 2/EXPOSURE V.- 32' MAXIMUM HEIGHT ���� �`� ........ Z " E 2/EXPOSURE 'D% 24' MAXIMUM HEIGHT `.� p •' G\$TEq •.. E` .,�APPROVED BY Z E 3/EXPOSURE 'C: 24' MAXIMUM HEIGHT Q� No..ON A Z E VEXPOSIRE b': 2r MAXIMUM HEIGHT E870 571 INC 7 Ad 01 CJACOBSEN HOMES >► _` s�� � DRA�IN4'S'''I l' °RA `''� c.�.Y. DATe 5-30-95`E"LEr1ER111,11111ORIGINAL, PROPRIEIARI; ANO tt1 WM4LDiliP.O. BOX 368 MAT1R IALS OF JACOWN MANUFACpMC FIG. 6.D dC 6:1 W— SJOI MAiERu1S ARE PROMM TO THE HARBOR FLORIDA 34695 MIST BE DRAWNG NUMBER:ONE (013) 726-1138 Hari COIf00i11AL AID stO1EY r110M o11u1s AD—TD-0033 Ar' ADDENDUM ��C�ORS ALTERNATE TIE—DOW\� SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. Ott. ANCHOR MIN. OTY. ANCHOR FLOOR VADTH EA OF ANGLE EA. END OF ANGLE U EA.SEC sEcnoR uIH. a EA. SECTION MIN. e 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE —DOWN / FRAME TIE=DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPADNG DBL.HEAD LOAD A400 ANGLE SPAONG DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 39001 22' 13'4 1 6'1 54 3850j 25' 1 5'-4' 39601 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. CITY. ANCHOR MIL OTT. ANGLE FLOOR j� WIDTHEA. END OF AMU EA. EHo OF ANGLE EA SECTION UK 9 EA. SECTION ION. B 0 12'-0' 2 64' 3 47' 12'-0' 3 37' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4. 30 4 38' VERTICAL TIE —DOWN / FRAME TIE' —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DO HEAD Low ANCHOR ANGLE SPACING DEL ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 39501 25' 2'-8' 39300 20' 13'-4' 6' 4'-0' 39601 25' 1 2'-8' 40001 30' THIS ALTERNATE APPLICATION REQUIRES1111.,,000 POUND ANCHORS NOTES ENfi`al�L Q \PR . c 'Ii DAPIA APPROVAL 1. SEE AD-TD-0001 FOR ADDITIONAL REOUGiEMENTS �� O G T 9 ' F2 ''. Fo APPROVED BY 2. SEE AD-TD-0036 FOR MAXIMUM PIER HDGHTS REQUIRED FOR THE LOADS TABLILA70 ABOVE �' NO. = ENE8703571 •: = _ - 1 5 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.INC,. MR)mI ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' : �Q''•, / 6¢ 9 '�� `�� ''. '��c ' i N•'' V °I 1-BEAM SPACING. 96- MAXIMUM SIDEWALL HEIGHT AND 6- MAXIMUM SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT) •ND • (�� ��• �itS��+/• t... •• (`t,``���� JACOBSEN HOMES Nonce.'11411: TKsE sPE1a��ATIIX,Ns AXONAWM 01N1M :. C.L.Y. DATE 5-30-95 REV. LETTER DRAWING TITLE_ ALT. SPACING TABLES P.O. BOX 368 MCMAI. PROPPoCTART. AND caeMTK MATMALS OF JACOBST]N UN UfACTUWNG A SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 TO rtlE AEOPaT FCR �E�aXe ! duo W51 BE IOPT CO3MTIAL NO 100 FROM 01IM DRAWING NUMBER AD-TD-0040 46 ADDENDUM �4o� 06' ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS ANGLE AIAXIEE FIGURE 7.0 SEE FIGURE L3 FOR RBCOMIDED TIE-DOTTN METHOD IMPORTANT NOTICE: SCE NOTE 4 FOR WUMNM HDGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS rIlEN USING THIS TIE -DOWN CONFIGURATION A STU CREST PRODUCTS MODEL 57SH (TYPE 2� AUGER ANCHOR TITH A DESIGN IDAD (TORKIiC IDID) RAMIG of 4,ODO POUNDS AND AN ULTIMATE IDAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUImm ANCHOR I[bEIULG THE IMVE SPECIFICATIONS MADE BY . ANOTHER MANUFACTURER MAY BE USED IN IJIU OF THE MU CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS_ 2. SEE OTHER DETAILS FOR BLODONG (PIER) QUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOBN SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOSURE 'C': 38* MAXIMUM HEIGHT ZONE 2/EXPOSURE TI': 28' MAX WUM HEIGHT ZONE J/EXPOSURE V. 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE b': 28' YAXOMUY HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES THE ALTERNATE TIE-DOMN METHODS SHOVN ABOVE ARE ACCEPTABLE FOR USE N ALL "NO ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V, HOKVER, BY INSTALLING THE FRAME TIE-DOYM STRAPS AT THE 'OUTBOARD' L-BEAM THE MAX - HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTILLING FRAME TIE-DOW& DO Q No. Fo�'2 'AFNEa7Das-?- DAPIA APPROVAL-- . APPROVED BY 1 *4"" 31A INC, N 14 te..•. ..c. TOE JACOBSEN HOMES rAr ''�lFRE�; THESE sPEHmuTICKSIONs , °„{�lY\�°` . C.L.Y. DA>E 5-30-95 REV.LETTER: „ P.O. BOX AND DRAHUHts ARE MCINAL PROPR[TAHtr, AND COY►1DEI'— MATERIALS OF JACOBSENN YAIAIFACTL MfG W_ m YA1ERIU ARE PROVIDED GED TO THE ^ ORATING 11T7% FIG . 7.0 SAFETY HARBOR, FLORIDARI34695 RECIW FOR 9`ECi1C Rims NO 951 HIE DRAWING NUMBER: //�\ PHONE (813) 726-1138 Tarr CONDINIIAL AND SECRET n= o➢ m AD—TD-0041 47 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL 'B' SEE DETAIL DETAIL 'A' IUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL 1 B' -BEAM 1 DOWN TIGHT TO )UND ANCHOR INSTALL RADIUS CUP (SEE AD-TD-0200) OR L[PROTECT R DEVICE TO STRAP.AT ALL CORNERS. DETAIL 1 C' THIS TYPE OF PROTECTION MAY BE USED FOR j1nF-,YRNTP„A� LONGITUDINAL TIE CONNECTIONS ALSO. STq NOTES: E �APtSMA� zR DAPIA APPROVAL: Q No. Fo'••. = APPROVED EY i 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 = AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = oea I�G v THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. w — 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 'o STATE OF WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). '�i�` ..:�' � FMMMANUFACTURED ND1ti1E rI�-Z 1pNArD YE D AND Pr RED OTHERS NOV 2 4 1998 NOTICE DRAYM BY: DATE REV. LETTER: JACOBSEN HOMES THESE sPEOFICATIORS AND DRAWNCS ARE M.T. 11-18-98 OFOONAL PROPKTARY, AND CONFUENTIAL DRATMNG TIRE: B P.O. BOX 368 °1�°ALS OF JA�SEN MANUFACTUMNG MISC. TIE -DOWN INC. VKH VATMALS ARE PROYM TO K SAFETY HARBOR, 'FLORIDA 34695 KOKNT FOR SPECM PURPOSES AND WST 8E DRAWNG NUMBER: PHONE (813) 726-1138 KEPT CONFM Nnk AND SERAEr rRW OMS. AD-TD-0050 48 I .; ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D �0 � LONGITUDINAL TIE -DOWN SPACING TABLE �i i (1� NIN, WIND ZONE II - WiND ZONE III 9 V O FLOOR WIDTH UK on OF u SECTIOON AM43R L N. B UK °n U SEcnON u aoR U. ANGLE 364 3 40 3 25 i I VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE SIN. MIAX WIND ZONE 0 . WIND ZONE III !OOR DTH EAVE OVERHANG SPACING DRL FEM Lo* I%%= ME SPACING DL" Lon AHDIOR ANGLE b'-8' 6' 6'-9' 31501 41-46 5-5' 31501 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE pl � , MIN. 1'hND ZONE 0 WIND ZONE ql � I t ` O� v FLOOR WIDTH OL QTY. Ell END OF EA. SECTION ANm ANGLE MIN. 6 YIN. QT. EA. END OF EA. SECTION MOOR ANGLE UK 0 4 42 4 ' 25 !i VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE IMIN. M1AX. WIND ZONE Q WIND ZONE IR FLOOR WIDTH EAVE OVERHANG SPACING Dt3L. frA LOAD mom ANGLE. SPACING ML HEAD LOAD AN010L ANGLE l 30'-8' 6' 4'-6' 31501 46-50 4'-p' 3150E 1 49-52 I • I VANDZONE III (110 MPH) 20 PSF ROOF I 10 PSF D.L I REF. CALCS c w4 - g4.01- 9¢• % 0�aliunnpf�, NOTES: a0. C� .' DAM APPROV M/if� OSW I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS `: C7 .• G15TER O (� No. F •% APPROVED 8Y x SEE AD-TD-0071 FOR MAXIMUM PIER NEWS REQUIRED FOR THE LOADS 910334. TABULATED ABOVE IN14INC. -� :,• STATE OF = . �,,.. �• IiDFNiIYW/�C1DRD10E 111:1 C061WC101/uOWfT►fWOMDS JACOBSEN . „ HOMES NOm A "+�+ BY-.°"� 1"' LE1TETt THESE SPEpF1tATXINS AHD DRA1mcs ARE M.T. 2^8-99 oew111AL PROMTARY. AND CmrIOERDAL DRAINNC TITLE: P.O. BOX 368 MATERIALS OF JV_O J1 UQUAC1UVIO NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 RcwW_ SUOi MATERA S ARC I'ROti+OCD TO THE PHONE (727) 726-113B 411 0 T rcR �LA11D nMV OHM DRAMINO NUMBER AD-TO-0070 49 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS SET ANCHOR HEAD ADDENDUM TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGURE 20 FUR ALTERRAN =—DOWN WROD FIGURE 10.1 SEE FIGURE 50 FOR ACIERRM IIPrDOWI FRs1HOD z SEE NOIE 5 FOR MAXNW HM N c -vol, f!, e*- 9/. WINNONE, III (1ID MPH) 20 PSF ROOF 10 PSF D.L EqttFNOTES: • • l! DAPu APPROVAL. 1. SEE AD-TD-W70 FOR SPAM TABLES V G�EgR i e . o �'• _ No •'. APPROVED BY 2 SEE AD-TD-007o FOR aAHITY OF LONG WAL TIE -DOWN STRAPS REWIRED. 910334 3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REQUIREMENTS- STATE OF 4- 4. SEE FULL ADDENDUM FOR ADDITIONAL REOUOtEIOM 'C': �i�9�� •• Q.,: ��c I I V C. 5. ZONE 2/ElPO5UINE 56' YA>OLIUM HEIGHT ZONE Z/EXPOSURE V- W MAXIMUM HEIGTT . /yD 1 :• �� �� �' . • �` '•, •....�' rEaEwu wwu� ono►E C°'''"'c'o"�k HEIGHT ZONE 3/DpOSURE V: 40' MMOM Y HEIGHT �fiis+� ������• r i }. t JACOBSEN HOMES NOTICE THESE sKamATm No Du Na "r Hx2A M.T. DATE 3_1-99 REV. LEnER: oR1aNA. PROPRETARY, AND CONF TiTK WTUdALS OF JACOBSEN MANUFACRIM4 DRAWING TIPS_ FIGURES 10.0 AND 10.1 „ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 SIG SM MATMALS ARE PROVIDEEO TO M REaMa FOR SPE'OF1C PMOMB AND WST BE IM CM#MD AL AND SE U FM OINEK DRANK NUMBER AD-TD-0071 An i ADDENDUM - NORMAL TIE -DOWN SPACING TABLES 1� ZONE II & III/EXP. C & D / II LONGITUDINAL TIE -DOWN SPACING TABLE. (1 MIN. WIND ZONE d WIND ZONE UI ,I AWN WL D WIDTHR DID aF EA. ENTT. DF ANGLE EA SECTION III. 0 EA. SECTION MIN. 0 154 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MAX WIND ZONE II WIND ZONE 10 (IN. f ODR 1DTH EAVE OVERHANG SPACING Det. t mom ANC SPAONG � LOAD ANCHOR ANGLE 6' EACH SIDE 6'-10' 31501 40746 5'-6- 31501 42-47 a . LONGITUDINAL TIE —DOWN SPACING TABLE a MIN. WIND ZONE II WIND ZONE III FLOOR UK CITY. ANCHOR UK Ott ANm WIDTH EA. END OF ANGLE E.A. END OF ANGLE )O EA. SECTION YDL B Ell SECTION MIN. B 15'-4' 3 30 4 35 I I I IIVERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE rl MIN. MAX WIND Z014E 0 WIND ZONE III itFLOOR WIDTH EAVE . OVERHANG SPAONG DEIL MAD LOAD ANCHOR ANGLE SPACING D KA AHm ANGLE LOAD 154 6' EACH SIDE 4'-6- 3150# 42-50 4'-0' 31501 44-50 INANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS �wd —�2.a1- 92, rG CITES: TTTIIIITTT ENO r r0VAS T DAPUI APPROVAL:MM Ill SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS. `��`�`C7Q� G\$TEj� • F`''''i�i No. Fa ••. '- APPROVED BY SEE AD—TD-0073 FOR uA>aL4JM PIER HDGHTS REQUIRED FOR TABULATED ABOVE THE LOADS 910334 ' MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL HOT FRONT OR REAR. L STATE OP I�� BOVE ATABLES APPLY TO 184' FLOOR WIDTHS WITH 95 112- —BEAM SPAONG. 96• MAMMUM SIDEWALL '� ' �+ •����`� HEIGHT AND 6 MA)GUUM OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT). II SIDE tp6TIU pRAIOi�RiTi:NaAO1 �+ ' JACOBSEN HOMES rb ATTE It BY: DATE: REV. LETTER: THESE sPEUXAndTSIAM DRA*CS ARE M.T. 2-8-99 P.O. BOX 368 ORWAL. PROPRIETARY. AND COMNIIAL DRAWING TITLE W_ SJCH AT dALS ARE Y9"ACTURING NORM. SPACING TABLES u+G S1J01 YATTTiIAI$ ARE PROAC(D TO THE ' SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 i REmcNT TOR SPEOTIC KNOWS kO wST Dc DRAWING NUMBER ►EPT COtnDCNTWL AND SECRET IROY OTHERS AD—TD-0072 rl 51 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS MAX PER AD-TD-02 TABLE PER A6-ID-0012 TABLE PER AD-10-0012 TABLE PER AD-D12 TABLE PER AD-TD-0012 TABLE MAIL FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE Iff-DOVII UMD TYPICAL CROSS SECTION I I SHOWING -TIEDOWNS TV. FLOOR SIM s SEE NOTE 5 FOR MAJONUM HEIGHT N ANa= ANGLE ANGLE �yG. � W O A"ROM RED FIGURE 10. 3 WANDZONE III a FRON SnE 110 MPH) NOW( ) SEE FIGURE 7.0 FOR ALTERNATE M-DOWN IMD 20 PSF ROOF 10 PSF D.L REF: CALLS. u� _ 9 z. G r 92 • (4 ..NEtt�FFINI�•.. , NOTES: EN( 111iB, PA!!NAC A(;V, •4DAPS APPROYA Eq •.<< ' APPROVED BY 1. SEE AD-ID-0072 FOR SPACING TABLES AND NOTES : 'Q`� No. �0 •• 2. SEE AD-TD-0072 FOR OUANITY OF LONGITUDIAL TE-DOWN STRAPS REWIRED. 910334 ' 3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REOLIKMENTS. 4. SEE FILL ADDEPDLAI FOR ADDITIONAL REOUREMENIS. INI s. ZONE 2/EXT'09URE V: 56• MAXIMUM HEIGHT HEI, A •' STATE CF : c� ZONE 2/EPOSIN V: 56- MNOMLIM GHT t? •' I NC• � . D I A , . � �� . / FfOEItII tYrvTACt11®FR1E ZONE 3/E7O'OSTIRE 'C': 56' MARNIUM HEIGHT '.,� �� � V Z OG�1�Cill�r6o�F.w�il►twoMol ZONE 3/bIPOM V. 56' MA)OMLAI HEIGHT � S' • NOTICE Y' M.T. DATE: 3_1-99 REV. LEM' J A C O B S E N HOMES THESE SPEOFICATIONS AW oRAwliml ARE ORMAL, PROPRIETARY, AND CON'DENTAL DRAWING TITLE: P.O. Box 368 MATERIALS OF 4 COOSEN MANUFACTURING FIGURES 10.2 AND -10.3 RFC 9" MATE16ALS ARE PRONGED TO ItE SAFETY HARBOR, FLORIDA 34695 RECFaT FOR SWE KIRK)SES AND MIAT BE DRAWING NUMBER PHONE (727) 726-1138 *M CONR W RAL AND SEGREI FTWI OGEES AD—TD-0073 52 ADDENDUM OFFSET TIE-DOWN PC& TABLES Z � II & III/EXP:CD 1. LONGITUDINAL TIE —DOWN SPACING TABLE II (+� MIN. W ND ZONE I WIND ZONE Ill MK QTO Ell END ff A CLE ANLLE Yll oTO EA. EAD ff ANGLE AMtiIE FLOOR P//z O� WID1H Ell SEC11011 WIL 0 EA SEC= MIL . 0 3 4T 3 61' 13'-4' 2 54' 3 41' I II 1 15-4' 2 1 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE II �" DM. NEAD LOAD ANC110tt ANGLE SPACNG ML WA LOAD ANOiOtt ANGLE FLOOR VWOTH EAVE OVERHANG 12'-0' 12' 5-0' 3150# 40' 4'70' 31501 39' 12' 5'-0' 31501 41' 4'-0' 30001 40' 15'-4' I 12' 5'-0' 31501 43' 4'-0' 3000# 42' LONGITUDINAL TIE —DOWN SPACING TABLE l MIN. WIND ZONE I WIND ZONE NI MK Ek END OF � W of . OR ANGLE FLOOR YY WIDTH Ek SEM MIN. 0 u mm mK 0 4 45' 4 60' 13'-4 3 45' 3 60' II oo l 154 3 45' 3 60' 'I VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE II SPACM H ANM ANGLE SPACING W LOAD ANOidt ANGLE FLOM WDTH iLOADOI RHVE 12'-0' 12' 4'-0' 31501 40' 3'-0' �f 4'-0' 3M 41' S—If 3T 15-4' 12' 4'-0' 43' 3'—cr 41' NOTES: c- p - 1.6 O1- 1 L Oigm APp4kw • •,,o" GLEE. ME 1. OFFSET COON MIDI DE MARRIAGE LINEWALL DH1FNDfIG BEYOND 1FE ENDWALL OF ���,�` •�••DO�O,��s l7 Q THE iENT SEM MUST BE TOED DOM AT THE MARRIAGE LINE IN ACCORDANCE �� ��c L t=�Oq� ;�y'-� G. � y4t'I•' 1 V V C D BY MIDI H ITAKE5 AB01E DE N)EMIALL WE AND THE ADJACENT SEMION(S) ARE TO for. F96 BE TIED MN N ACCORDANCE MAIN THE NORMAL SPACM TABLES (SEE AD-ID-0010 • JUN I FOR 1i q & ISr WDES, AND AD-lD-0070 FOR 15'-4' MLDES} * ' Z SEE AD- FOR ADDIIN L RI QIIIRElENiS. • srA I SEE AD- M FOR MA10MA PEN HEIGHT REQUIRED FOR THE LOADS TABULATED . �Q �ABOVEORIO:•• � LMHWUFACIUREINC i JACOBSEN HOMES wnum m'� i ���''`�•T• DA1Ec 6-8-04 REV.LET1EIt poNoTm \/ I P.O. eox 368 UNKK. PMMMMY. W DRAMING DOE: MMAI s OF. W. W UAIMM APE w OFFSET SPAgNG TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 728-1138 IFMW FIR SPOfi1C PI1�06E4 DRAWING NINE& N9'I ca61108 INK AND SIMI AD—M-0080 ,63 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SI MNG TIE -DOWN SPACINGS ~z so FIGURE 11.0 S6B FfM 4.0 POD © M M S 711-DOVY KMD S SECTION(S) TIEDOWNS ME 5 FOR LI HBQR [, [rAel� a A0-t0-ooeOffiA"'LliA lEg STANBAADYLDF IE 111T -4E TIDE TIP. FLOQL SYM-7 V I-- ARCHM MQE Sim TIP. M01Q1 MU-4 �gF C411L` FIGURE 11.2 ,� : o�� 141T /Lm8 m-DOOM 1MD NOTES: b~' • }:. v ~ . .� t/% 1. SEE AD-ID-00110 FOR SPACM TABLES (OFFSET SECIN ONLY} ^~ f'��t •;a t i C •• 2 SEE AD-ID-OOaO FOR OUMTY OF LOH WAL, TE-DOW STRAPS FiEOURED. (wSET SEcro OLY) o. 00454 3. SEE 01FER DUALS FOR BLOCKING (PER) QUANTITY AHD 01AREI HER REQIIEATS �. C SEE AD-1D-0001 FOR ADDLUONAL RENREUENTS. A� 5. ZONE- 2/DPORK V: 48• AIAXNA HOW • ZONE 2/EXP06URE b: 40' IAAIQiIUM HEIGHT-36• FOR 12'-0• WOE uMTS '.9c4,'•• Al[ j�►c�4`, ZONE 3/0POSlL1E 'C: 1 S' IIAXIIISL HEIGiIT /�+� ' • - • ...... ZOW 3/0F0StK V. 40• MAXFNY HEVIT '1, �En � ► APPROVAL 30VED BY JU14 I b 20 INC. URE SgEW STANDARDS WTICI& "Pt. .o : pRANIF M T. DATE 6-8-04 REII. LEVIER: JACOBSEN HOMES ,HM 9EaW7M AM IAVM s ` � °� n ` FlG. 11.0, 11.1 & 11.2 A P.O. BOX 366 NG 9" YAYBIULS AK PROVm YD w ETY SAFHARBOR, FLORIDA 34695 RB W FOR SPECJFIC FUPW NO W41 11 OMANNG NUMBER: PHONE (727) 726-1138 IPr ARK AM WO FFW oKRL AD-TD-0081 Kd ADDENDUM NOTES' 1. SEE AD-1 2. SEE AD -TV (OFFSET SE I SEE 07HER 4. SEE AO -TO ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM SIDE ELEVATION (W/ OFFSET SECTION) TIE —DOWN SPACINGS NAL PER AD-ID-0000 TABLE I M ' PER WID-OD70 IABIF ' PER AD-m-0010 74RE - PER AD-M-WO IABI cr MVIT tm ,V i.&r OR 0-7111-00 IABE OR AD-7D-0010 IABfE Oft AD-T OMO TABLE FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR FOR SPACING TABLES (OFFSET SECTION ONLY). FOR OUANITY OF LONGIIUDI& TIE-DO11N STRAPS REOUIRED. ONLY) LS FOR BLOCKING (PIER) WARM AND OTHER REOUD7ENENTS. FOR ADDITIONAL REOUIREMEN7S. MAX SEE C4CGS, G-sd- 161Gi- SECTION :'�� No. o 910334 * mes -o STA71 L OF .•w PIA APPROVAL' �` • •,'+},•gin~ WAY, "^ S iRICTIO J AW SAFE! f ! JACOBSEN HOMES ME spEanCAPONS`C►W DRA,� AM I"rnnn or. R.R. unIc. 5-9-01 MILT. ctll�: OR WAL PROPRETART. AND COIFIO NUAL DRAW TALE: uAIIERIALS OF JACOBSETI NANINACMIM P.O. BOX 368 FIG. 12.0 SAFELY HARBOR, FLORIDA 34695 mmcm jqr KMapoWj um K DRAWK NUNKP- PHONE (727) 726-1138 arT CD4RpDITML AND SEOUT FROM DDEM AD-TD-0082 55 ADDENDUM oqs� 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES S O & 101 1 ZONE II & III/EXP. C & LONGIT INAL TIE -DOWN SPACING TABLE �+1 Nw. ww ZONE N WND ZONE 11 FLOOR MK ort AN a w oTY. mCFHnt WIO1H ETD ff mm EA EM ff maf �v� s�caoHi MK 6 EA. SEM MN. e 26'-r 3 42' 3 53' 30' r 3 52' 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN i SPACING TABLE wk NAI WIND ZONE I WIND ZONE N SPA= DEL WA°�OW Lod MON ANaE SPAONG ANm mu WiDTTH EAW OVERHANG 26'-8' r 6'-8' 31501 40 =50' 5'-4' 31501. 40 -50' 30'-8' 6' 6'-8' 1 31501 40'-5(r 11 6-4' 3150 f 40 -50' LONGITUbwa TIE -DOWN SPACING TABLE MN.. WIND ZONE I WAND ZONE YI FL( OTT: raD ff A Alm ANaE NI00 C EA. ETD ff AN ANGLE ANafecnaiMIL NiDT1i a gcliaN e 26'-8' 4 41' 4 52' 30`-8* 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIL MAX. WIND ZONE I WND ZONE N SP'= Lm �+m ma SPA= Lm ANEM ANU W FLOOR EAVE OVERHANG 26'-8' 6' 5-4' 3150E 40'-50' 4'-0' 31501 40'-45' 30'-8' 6' 5-4' 1 3150{ 1 40'-50' 4'-0' t 31501 40 -45' WINDZONE m (110 MPH) 2O PSF ROOF 10, PSF D.L REF CKcs,�`i���C,i,•- .= oAP,A ApPaoviu NOTES: �` �O G��t y ,� APPROVED BY 1. SEE M WETiHl111 FOR M011HONAL HHEQOI UENTS. r No.0045484 i Oro 2. SEE 0-11-M FOR MA> M PIER HMO NEQUFM FM THE LOADS TABULATED ABOrf. ., •� G/ ........ ' FEDERAL. MANUFACTURED HOME � �;� •,,� srFR�p CONSTRUCTIONAND SAFEf f SfA.N1JARU5 ENc, JACOBSEN HOMES NN �uDM AW MOM ME MAN � M•T• DAM07-20-04 `�" L� MANIC nT1E 108' IO SIDEWALL SPAaNG TABLES P.O. Box 368 ElquroNC of WN. P WFA URX NO m1OMFM "'1� SA1W �A WSM 1ANSACP M 01 YAMIALS ARE FR01QD 10 1E ORANNG NUMBER AD-TD-0083 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 FECM1 1`01 SUM PtRV 3 NO MW E WT WFMRK NO SWU FAN ONK 56 ADDENDUM TIE -DOWN SYSTEM SIDE ELEVATION DE—OOWN SPACWGS PER AD-m-O o TA L - PER AD -Woo TIRE PEA AD-m-wo Tmf - PIR 0-11111-O011 FIGURE 10.0 PICAL CROSS SECTION SHOWWG TIE00WNS TIP. anon STS 11 TiP 011151 Y oil►ssS ANCix1t M161E ANOIQi IF Ho HE1 FIGURE 10.1 wmT 01O TAEIE YAx. SEE NOTES TOR VANOZONE 0 (110 MPH) 20 PSF ROOF 10 PSF D.L REF. C&M C 5j/- , gr o (— NOTES: 1. SEE Ml,-W Ftilt SPedic Tweus ' oAPu APPrtomu: Jill ��?G�p►i1F • ,�. APPROVED BY 2 SEE AD-W -111111M Ill OUANITY OF LONCIIUDIAI TE-DOYN STRAPS REMIRM ll 3. SEE OTHER DEFALS FOR SLO0O11G (PER) WAHIITT AND OTHER REOUiEETiE m 4. SEE FULL S ZONE 2/E II FOR ADDITIONAL REOIARE]rET M SURE 'C': 3r MAXIM HEIGHT � s ZONE 2 ZONE 3 V. 2r M MAM HEIGHT �"' "�� ' ,mac+, � �• Q'o,� OR ���'••....:• C�►• �� � �� �. ZONE 3 V' 3e' MAMN HEIGHT HEIGHT MAXIM RE V. 3MAXIMd �� �� o� .. \-�°•, FEOERA!_MANUFACTUREO HOME I •,� T��fD �� COHSTRI�lIOMANOSAFEIYSTGu�itfiuS. 6. ALL HOTS ARE BASED ON 2U' ROOF ANGIE MAL ��a t%I: JACOBSEN HOMES >m cum=ATM �'- M.T. � � .. 07-20-04 Oacnw<. F'RO TIIRV, AND ooN�FM1IAl DRANK Will P.O. Box we W_ M A W AM FAMD 1C101°'� Nc wa rAmexs AM F�ROIfaFD m THE FIGURES 10.0 AND 10.1 SAFETY HARNK FLORIDA 34695 PHONE (727) 726-113e M37M FM 9IM RIIiOl1a AM IM E WT 00910M W OVE7 FM elm DRATMNC AD—ID—OO84 i ADDENDUM 108" HIGH SIDEWALL TIE —DOWN SPACING TABLES S O 10 _ ZONE II & III/EXP... C do D LONGITUDINAL TIE —DOWN- SPACING TABLE (+' MIK WIND zK I WINO ZONE 19 V FLOOR • ux OR mm K on xm WIDTH M EM aF Mai EA m w mQE EA. SECTIOI ux 9 EA SE001 WL B 2S-4' 2 58' 3 43' 67 3 45' _ .. VERTICAL- TIE —DOWN FRAME TIE —DOWN SPACING TABLE twON MAX - WIID ZK I WIND ZONE BI YADFLOIH OVEAIIANG EAVE �i10K LDS AHD�R A �AD1� � ANCII<Xt MGM 60. C4 31501 49' 5-4' 3150 45' 24'-0' 6' 6'-8' . 3150 49' 54' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WINO ZONE I WIND ZONE 4! FLOOR Mk QTE AI R UK OTE moo WIDTH E Ell DO a AlfaE EA. E!0 a ME EA SEC110R UK EA. SECTIQI 1111 i 23'-4' 3 48' 4 43' 24'-0' 3 50' 4 -45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE NIL MAX WIND ZONE I WIND ZONE II VADTH OVERHANG SPA= IDAD ANm AHOE VAOIc t0A AWO MCLE 2S-4' 6' 5'-4' 315W 4T 4'-0' 31EI 43' 24'-0' S. 5-4' 3150j 41' 5 4'-0' 3150 43' 108' MAX SIDE:WALL HOGHT MDZGNE II/11 (110 ;MPH) 20 PSF ROOF 10 PSF 0 L FU cxa NOTES, Ate:-� •� D" APMMAL' I. SEE FULL ADt>E1 W FOR ADDIl=X REOUKM0iiS �. G�i ✓ J APPROVED BY 2. SEE AD-M-M FOR YAMW PIER HDOM REWIRED FOR THE LO •• TABULATED ABOVE., an" Dec.13,2006 INu d •• INC • ) ATE G� � �� � ::� • !/� V OR �D�u riwuc,�c��D xore CDDSMlA= DN ANO SAFETY STANDARDS JACOBSEN HOMES NOIIC& M25311 1REbESpED11Ct1016A1DpiAltlNfSARE low BY. R.R. DATE' »-2s—os REY LETTER: DRAWNC -RIM 108' HIGH SIDEW XL SPAM; TARB ►.o. Box 31e MWIAL l7OUNM AND WDE II& MAIFAIALS OF MCOBSEM M~AC7MMOIC 5AFEn HA (%. FLORIDA 34695 P►+a+E t�z�) 726-naa W_ aiw MAMMAS APX PFOAM m na MOPM FIR 9na 11NrM AND MESf X la Ivy axrw uMD s="m mmm DRAW4 MJMBER: AO-TO-0085 58 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION . SHOWING TIE —DOWN SPACINGS. FIGURE 10.0• TYPICAL CROSS SECTION 1 SHOWING TIEDOWNS �. n«R sTs1E� TV* aus$-Am 7 1 amsss i SIE 1XRE S FM mum NMT yl MOM mm m ~a STABI3IFR --I SO AMm IEAO 1+s1 m 111,111 ma WHIT 1EX" WINWONE 1I11' 6 tt Raw SUE (110 MPH) a1 FIGURE 10.1 20 PW ROOF Fes. 77 vLi Id OAPIA APPROVAL: A-0083 FCR SIT'AONO TABLES. `,ff(;.i1��i +O �� �10-0095 APPROVED BY FOR OJANM of F�iIUOAL K-DONM STRAPS REQUIRED. G ON EII OEIAAS FOR BLooaNc (PER) ouANnrT AND OTER REOIpiEYENTi AODE1RflURI F1R AD01110NAL REOWKY[Nfi T&2/[XP=K ; : ' Dec 13 2005 AM 4I• MAXOw11M HEVlT MATOMW Now = INC P V t�'D:2r 0.6: .� 1 ^.COIRi6MICrloIIANDSAFETTSTAAIDANDS ',.• 6. ST CAT0 5 ARE BASED ON 20' ROOF AME MAX AND 10C MAX +� G1' �• Ll.� • �. • . SI HOWL / u JACOBSEN HOMES NOi1CS A041 us�*m An T ATE 1o". t R.R. OATE: 11-28-06 Rm LEM OBAIINO ARE' ' �� ■ UNWAL PFAWM AM COMM" �� P.O. BOX 360 SAFETY HARBOR. FLORIDA 34693 PHONE (727) 726-1135 MAWRALS OF J%CW o1 MANUFACOAMAC MC01 &MAMIA S AK INV=10 TI[ IT PEDW I II TWIT WOO AND HIM 1K IVY CWOMIAL NO San/ROW CUM FIGURES 10.0 AND 10.1 DRAI M6 NUMBER:- AD_M_ 0086 59 ADDENDUM (108 PIDEWALIP), & �� NORMAL TIE —DOWN( SPAG�INC TABLES �.`�. ,�_001A ZONE 11 & III/EXP. G & D �t�- V O�V LONOFrUD1NAL TIE —DOWN SPACING TABLE FLOOR w ZONE la Ift D EA sEcndt * Ili(e o O E �p�di • yi+t s 12`-0` 2 53' 3 40' 13 -4` 3 37' 3 46' 16-9 3 45' 4 40' VERTIOAL TIE —DOWN / FRAME TIE— DOWN PPACINO TABLE OUT" H VAg OVERHANG EAVE WND ZONE ll 040 ME Nl SPA* VAX w AM Aloft SPAO* 4� k4m Aloft 12'-0' 6' EACH SIDE 5'-4' 72` 35' TO 40' 54 - 3T 45' IS-4' 6f` EACH SIDE 5'-4' w 35' TO 40' 54 42' 45 15-4' 6` EACH SIDE T-4' Be 40' 54 46" 45' r � LOWITUD1NAL TIE— DOWN SPACING TABLE �!OWZONE FLOOR U ZONE III MY. EA EIIO or EA SECTIdI Wf. A11Ct e* ild1 EA ECEA SEC C Mim • �ift 9 3 44' 4 40' 13'-4" 3 1 52' 4 45' 1544 4 44' 4 56' VERTICAL TIB—DOWN / FRAME TIE —DOWN OPACINO TABLE k. FLOOR MOTH YAX SAVE OVf3 MG 00 ZONE 1 0 ZONE m SPA* 4�ot Ave AM VA* 44P� ANOW AWr* 12'-0' 6 EACH SIN 4'-0' & 37' 4'-0' 34" 40' TO 45' 13'-4' 6 EACH SIDE 1 4'-0" 72` 40' 1 4 -Ir w 40' TO 45' 15-4' 6' EACH SIDE 1 4'-0" w 40' 4'-0' 42' 40' 10 45' • NOTE: WHEN ANCHOR ANGLE FR0111 VERTICAL CANNOT BE REF ckcx, ACHIEVED. ADD APPROVED STABILIZER PLATE. L e ,....s� (SEE NOTE 15 FOR HOMES SET IN FLORIDA `��s' ` ' No,fEf�. 1. SEE flLL FOR ADDIRONAL REORREI,IEIITS A Z TgBASEDON At(CHDR *ORiQ1jG LOAD OF 1150/ ATp DIAGONAL TIE iO 3, VAX EAVE OVERHANG REFERS TO OVERHANG AT 9DE*ALL NOT "! OR REAR 4. AB TABLES APPLY TO 144' Me AND 184' FLOOR OD IN �/1' ALL HEl1i1 I— E SPACWAG I0r IiAXVIL� 90E1y T AND Ir OVERHANG (6' OyERF1ANG 1RAIL EACH 90E OF Ud�, S STABLM PLATES ARE REWIRED ON 9DE*ALL ANCHORS AND LONGITUDINAL ANCHORS SET k FLORDA. SEE DUV w ISC, EFFECRVE Vwxm 2% 1999. EN • a _,�c.� , •; + ?` i j• . '✓ ii.. `� _.� �', �- �.. u �+� !f �- y� P :;s.. � `� �o,'i���'•; ;�C.-p y .`�!•4 �I S. ......• << if � E7�(3 Zvi, DuNA APPaovw APPROVED BY Mar 25,2008 N PINC. FEDERALHANILI fNREDHOwE CONsnwCIIONAND SAFETY STANDARDS J ACOB4OEN HOMES P.O. BOX 368 ® S�EPHONEE((727) 726 U 138 95 NOROdl:#Is,-9Rw#F( mg sKcFrA»� Am D ARE M. ME Ts�ox + A4A�+: No Tuw AI[ w+ IM TO Uq apB opiPgFMok Afp gT � o.l�.T. DATE: 1z-11—oz REV. LETIM DRA 1G nnE NORM. SPACING TABLES DR G AD-TO-0087 uu ADDENDUM SHEARWALL TIE--DoWN/PIER REQUIREMENTS a( 200_ � ,.... Mt of toiX .-�: ter• � I u '- II 1 T" PER SHEA"ALLS 1 1 TV PIM stEA w9L5 I I (ALL STUAW) I 1 (ALL lydAWQ I DE-00" K*m w-cows I0"m I 1 WT 5m NOTE t set NOT 1 SEE MOLE 1 sm NOTE I s1E NOTES 2 MV 3. Q Q Sa NM i AND k A i MEit l Pa Kcro Pfat REgb PtTR RIAb THis LOCI, THIS LD(AI T0N TF1s L%A1t011 TNS LO AUXII IT10H FIGURE 8, 0 FIGURE 8.1 THE DE AIL AUUVL IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HQWEYER, THIS DETAIL APPLIES TO All SHEARWALL CONFIGURATIONS, All ZONES, -AND ALL 'LF VALUES. I Z� NOI.F,S TE�Ail1f5 to 1aCS! A+�CAz Tc-tsow rlww ItAT tOcaTln ut �� PROVED BYun Or AtlJlt w4" #wK ow RL?urm ATM0+4 A PO- *" V L[ RATED fGR Aay IILTLWTt lD1D [[7170 179OY LOAO • : F .J(3E [tDUgAL N0R4] rW Res 0M Gto" AIb7Qt MTA1 MK) : •� G�� I- '• ' pL '�0 'tEB 1 O 2ti00 !'61Ht A (b101 AT Got Do of iTtE sttA1LWLL AtY1Ts Pf21 Tll( M01C to TA�L]J Q. '; AT CAICH 00 00 -casts RECARt1 M or W-�, Mw kETl, ,•' 910334 1 *�ANC. fNSTRWIIGNMOSAFET I >11101 Ls L=Tw MO A3" (tam (F11L KmHT OIn-M�En llo * ��� tDE-DOW CX+aW ARE RIGIMU (ALL 91d SqL Q24UR r0C%I ALL UltES ; -oALMANUFACTUREO HOME STA, IDAROS AAD ALL K JSKS :;.:$TATF- ��,�Y II JACOl3SEN HOMES LtvrLct+ `o R.R. 02-01-00 Aa�a '`�� tEFt P.O.Emw evx asa rAtaa,Lc cp y�eTp WR+t1° a eye. euaL awew Ait1 rAo n T 5/W TIE/P(ER REQ. SaFETt NAtttioll IiottloA 31Eg5 i PHOHE (771) 720-1138 Ia�nofi lai 3RiC r.Wozi w ru>s lC ORAN40 P[A16t7e: for o nyxttl mo I loot( cilIm I AD-TD_T QQ 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / CEILWO MAY BE FLAT OR SLOPED END VIEW 350 PLF MAXLLNLIM SHEARWALL DES'GY VA! UE (PE+ WALL) 1 1/4• x .o3s• rF-,^,OWN $TRAP COtinHUCJS ARCJSD JOISTS. DE VIEW X .035' 11E-DOWN STRAP JCJS ARWW JOISTS. NOTES: Z p 1(. Ei Ji • APfROVA1: :? • �/y �� DAPIA APPROVAL: t. OROUND A40NOR5 10 BE RA1E0 FOR AN UL111A7E LOAD OF 47751 (3150 DESIGN LOAD] _ (SEE AD-TO-0:01 (TD-GENERAL NOSES] FOR NOTES ON GROUfo AN'3NOR RNSTALLATIOM) .: ' � 1 APPROVED �9j�n `I n O V CD BY 2 KSTALL A PER AT EACH END OF THE 94MWALL JOISTS (PER THE ABOVE DETAILS). 3. MEN 9,EARWAU- 15 LOCATED ABOVE A SCUP fEADER (RAL fExM CROSS-YD+9FP.) KO _ orTIE-M'M STRAPS. OR PIERS ARE REOU M (ALL SHEARWALL CDNFICURATM ALL ZONES += AND ALL CPWJiES). 1, ` 4, fE-DOYN STRAP REQUIRED AT EACH END OrJO15T5, ALL OB'_ y^ CONFIGURATIONS.�i . ' � ' + •.. � . • • •..• N� ��• CEIUNQ S'iO%%4 FLAT -OPT t CATHEDRAL OR SLOPED �/� �' •..... • • • r i� �� iiOEM: YY+LiH[:Ls[; •'u[ 6. FULL WIDTH SSHEARWALhS ARE SHOWI IN THE DETAL•AABBovEE•NC IIHAIORBYEERU,�Y LENGTH !'''JJilllllIL1!1 ++C•++,,``` cocTaa4Mveu�� :-wx.�s OR C CIGXIRATION SHEARWALL MAY BE USED. JACOBSEN HOMES En P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 NOTICE: CRAMN BY: 11ESE 9PEOI1CATIONS AND DRAWNGS ARE ORC HAL• P10MCFARRY• Af+O CWV!NTAL DRAWING 11 YATERAS OF JAC060I LUXUi ACTUR:RG fl W_ SUCK YATUUU ARE PROV= TO THE U REOP01 FOR WE= P57CMS AND UMT EC DRAM:\r, N KEPT COPOMEM4L NO WKET rRGJ GTIMS. R.R I DATE: 2-6-96 CONFIG. TIE -DOWN AD-TD-0110 62 CEILING NAY BE FLAT OR I DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .035- TIE -DOWN STRAP CDN71RUWS AROUND JOISTS. TO 35' I. ND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD] ( AD-TD-DD01 (1D--GENERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.) 2. N TALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAIS� 3. SHEARWALL IS LOCATED ABOVE A SOLID HEADER (FURL HEIGHT CROSS -MEMBER) NO TIE DOVN STRAPS OR FORS ARE REWIRED (ALL SHEARWALL CONFIWRAMONS, ALL ZONES At ALL EPOS IREq 4. Ti DOKI4 STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS. 5. LING SHOWN CATHEDRAL DR. SLOPED, FLAT CEILING MAY BE USED. S. F WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOKLVER, ANY LENGTH CONFIGURATION SHEARWALL MAY BE USED. 7. 4S DETAIL 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. Doeded,T.E. 15133 C. R. 22 Goshen,IN 46526 N IS A TRIPLE WIDE RAFTER, APPLICABLE TO STANDARD ILE WIDE TRUSSES. JD VIEW X .035' TIE -DOWN STRAP JOUS AROUND JOISTS. NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS WHEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED. (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) APPROVED BY ON1 lRCE111lr+w►�CYuue�n+E ' oaatnxTON AlOS�►(fY stw!rva JACOBSEN HOMES NOTICE THESE sPEH]NCATHONS AND DRAr+Ncs DRAWN BY: R.R. DATE- 4-09-96V LETTER: UP ARE ORIGINAL PROPRIETARY, AND CONNOE m . MATERIALS OF JACOLTSEN MANJFACNPoND DRAWING 3K S/W CONFIG. TIE —DOWN P.O. BOX 368 INC. SUCH MATEIMS ARE PROVIM TO THE SAFETY HARBOR, FLORIDA 34695 REOMT FOR SKCFX PIAHOzs AND IOAT K DRAWING NUMBER: PHONE (813) 726-1138 IDPT CWWTUL AM SECRET IROY OMM AD—TD—D] i l 61 PORCH ANCHORING DOUBLE HEADED 3,1 NOTES: 1. SEE SO -UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING X .035" TIE —DOWN STRAP JOUS AROUND STRAP 'BLOCKS. � ,•`'!a~ ,- •,' ', UNOZONE ill ' ;'• . 'ice EXPOSURE C (110 NPH) 20 PSF ROOF 10 PSF O.L REF.' CALCS " c wR — 109,01 — _ ENd �FRQVAI, ; OAPIA APPROVAL _ PPROVED BY NOTIC4 DRAVIN BY: MM JACOBSEN HOMES msE SPEcFcAvm me m,-ws ARE �.T ORGINA4 PROPRETARY. AND COKMTM DRAVANG 111LE: mmorl ,o P.O. BOX 368 MAIMALS OF JAOW9X MAKFACUM4 NG SM MATERIALS ARE MOMDED TO THE SAFETY HARBOR. FLORIDA 34695 RFl7 W FCR 1PECFE t§RVn NO WMT BE DRAVANC NUMBER: PHONE (727) 726-1138 KM CONVOMu AND SERET rRON DTx1T+s 1111mc-1 Is [IINC. RAL MANUFACTURED HOME NSTRUCTION AND SAFETY STANDARDS DATE 12-13-03 REV. LEM: PORCH ANCHORING - AD-iD-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE-0( (FACTORY INSTALLED) FLOOR DIAGONAL FRAME TIE ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SET_ OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. �— CRIMP SEAL (3150/ WORKING LOAD) G3 a x x' a J H VERTICAL TIE -DOWN 0 TYPE 1, FINISH B. W GRADE 1 STEEL STRAPPING c 1 1/4' VIDE k 0.035, IN THICKNESS, CERTIFIED BY ix A REGISTERED PROFESSIONAL WN ANCHOR BRACKET ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP Im 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. I PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS 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 CONFIGURATION .SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET '2LMLW THE RADIUS CUP. tltnnlull C. D( ER'AWKDYWo. 1-0 ENE87035> J; �'vD17 y�"T����4: osy IVAL EN, ��• ANCHOR BROV AND TE=DOWN DEVICES ARE CERTIFIED BY OTHERS N077C& I DRAWN BY: C.L.Y. THESE SPEOrICA 04 AND DRAMNGS ARE CIMAE. PROPMETARY. AND OONFIDOITUL YATMA S OF JACOM YMl1FACTURIND TNC 910I YATDEAS ARE PROV= TO THE REWM MR !FEC C AMP o MD 11AT BE I®T COFOOITUL AND WOO FROW OIHFAS BYE M 1 5 A OVED INS, ti0(A4 WMlAC111m Nit coalR+am"t m vilIum 5-31-95 ALT. M-DOWN APPL. A AD-TD-0200 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) FLOOR LT5 x IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,--� :E IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH A WORKING LOAD OF 315D POUNDS !0 N J IF NEEDED. USE VERTICAL 0 PE -DOWN TYPE 1, FINISH B. x q„ 4ti GRADE 1 STEEL STRAPPINC W �p 1 1/4- WIDE do 0.035' o �J f IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL '^ ENGINEER OR ARCHITECT AS DIACONAL FRAME TIE 0 CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, 0 STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. III II ANCHORING EQUIPMENT —III -III -III 1(- III —III -I CAPABLE OF RESISTINGTHE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING I _ TABLES (SEE OTHER —III -I DETAILS FOR TABLES) I III I (- SEE OTHER DETAILS III -I FOR ANCHOR ANGLE. —III -I i—I NOTES: E`k`} • PR>rE?•. ; ': �G a DAPIA APPROVAL: 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL �. _� Q' No. - FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT 910334 -_ SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. APPROVED BY 2 NT EXPOSEDWEATHERING EAURESISTANCE OTHER — ' STATE 44v a00or 0 REVISED SHALLANCHORING HAVE 0 DETER OR— =N AT10N.�0�; •, //V NG' •' r OI 1Ol23196 p, 3 PROTEWHERECTION SHALL BE AT SHARP DREO �\ ''� �� i INC. THE ANCHORING SYSTEM REQUIRES THE USE �i��s�NA� V OF EXTERNAL STRAPS OR CABLES SEE RADIUS CLIP ( ) IIfW i�EPAL YAN fAC7WED IQE Oo•asTralem+ANo Us ,%tAKMAP" JACOBSEN HOMES NOTICE TN SPEOTIGIIIOI15 AND DRAMS ARE DRANN�Y: R.R. DATE 10-05-96 REV. LETTER:' ® -SE ORIONA1, PROPRIETARY, AND COIIr10ENML IIATEMNS of JAc085EN mmurALTMNC DRAWNG IIELE: P.O. BOX 36B ALT. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34695 INC. SUCH NATERIAlS ARE PRONDID TO TNC REDPLRIT rat PECE1C PI/MM AIA MST eE ORA%9IG NUMBER: PHONE (813) 726-1133 WT colcTOENTVE Ato SEW TROu omm AD-TD-0210 66 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUHPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 1 MIN. O ANGLE SHOWN. 35 ANQE I I -III -I I i ANCHORS INSTALLED 24' APART COLUMN STRAPS SEPERATE GROUND MARRIAGE LINE Or MULTI —WIDE FLOOR ATTACHED ANCHORS ..1unlLuiffi— 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 CONFORMINGWITHASTM STANDARD SPECIFICATION D3953-91." STANDARD SPECIFICATION .FOR STRAPPING, FLAT STEEL, AND SEALS. 35' ANGLE TO TWO (3150# EA.) NOTES en YALVLJL� "%' LIANA ArYKUVAL 1. ALL ANCHORING EOUIPMENT SUPPLIED ``��`��; •�G�STEq�,�F'L��� N0. O _ BY AND INSTALLED BY OTHERS- ON SITE. 2,Q' : y AF'r:-;;."',°ED 8Y 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ ENE8703571 : ••=- �� SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- •+JIM * _ 1 5 ATION. _ 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS J& WHERE THE ANCHORING SYSTEM REOUIRES THE USE 51'• A. �` '•%�' ��.`� INC �i��Ff' . `�I�!.••y(�\ rfC(NLYMLAC7t1��[>tE oaats�Ia�NosAr[rr OF EXTERNAL STRAPS OR CABLES. `��` Af JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 rM — ,NEs� SPEOIIGtIO OKIS AND HMAMNf$ Ali A CAMAL rmrmumT. Am CCNIDD m YAT1tVU a .IACOBMW YA"AC10RKC Iffamaa ra wo t RTULS AKtwo 100 K Hart C9Ift) TA AIo YCIST 1A01 OMM -I eY: C.L.Y. DATE 5-31-95 REV.LETiEft p / /H` ORAWNG TITLE: COLTIC. TIE -DOWN APPL. ORAWWG NUMBER AD— TD-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LINE OF MULTI-ADE FLOOR II FLOOR `-VERTICAL TIE -DOWN TYPE 1, 'FINISH 8. GRADE 1 STEEL STRAPPING 1 1/4' WADE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91• STANDARD SPECIFICATION FOR ANCHORING EQUIPMENT STRAPPING, FLAT STEEL, AND SEALS. CAPABLE OF RESISTING 0 THE WORKING LOAD 0 OF 3150 / MIN. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHIOIR (3150#) 1. TALL ANCHORING EQUIPMENT SUPPLIED �: •Q� FO•' BY AND INSTALLED BY OTHERS— ON SITE. N0. PROVED BYE 'ANCHORING NE87 2. EQUIPMENT EXPOSED TO WEATHERING - SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— •• UNI 1 5 10 A710N. _= F •. • 4Ar (I 3. 'PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 6 V�' �IFIERE THE ANCHORING SYSTEM REOUIRES THE USE DF EXTERNAL ��,��'�O4.•'�����`� ••''••••• ''•yV STRAPS OR CABLES. �i f �` �''%,S�ONAL E`���•`• JACOBSEN HOMES NOMC& ,NBAvEwrATmAND DRAW=AM BY. C.L.Y. DATE: 5-25-95 REV LETTER: . P.O. BOX 368 MOM, PRWNUARY, AND COIUI R4kL MATERALS OF 4ACOM uAI"ACRIMNO DRAWING TITLE: COL TIE -DOWN APPL. . DIFD II SAFETY HARBOR, FLORIDA 34695 NG SKIT UA70MS ART PROMCED TOM RECPW FCR gfCnC R1N0 NO MM BE DRAWIRIG NUYBER PHONE (613) 726-1136 KEPT OarMUL AND 100 FROM OHM AD—TD-0252 69 ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 40DO / MIN. FLOOR MARRIAGE LINE OF MLIL I —WIDE FLOOR VERTICAL TIE —DOWN TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING 1 1/4' WIDE do 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. O _ =-: T 1=FTI — — �I� II III- II. i 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. JACOBSEN HOMES ■ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 ATTACHED TO A ANCHOR (4000#) „IIII,II, ENONEER C- Ii/1_ /4. DAPIA APPROVAL• Q No. ENE B% a 'c�` • �" �� 1 . •' �\ate: ,ssID pi A 1 N017C1r -. - TIESE SK011CATOG AID ODUMMMS ARE 011010L PROPRIETARY. AID COMIDEIITIAL MATUW CF JACMMN MAMIFACAMC NG SUQM YAIERULS ARE PRDVM TO TIIE REO W FOR 9tCFu FUWOSES AND 9M EE IM CDWMXTUL AND SEUM FROM OTTERS PPRO�VED BYE, FMINE - INC. rtaluar�wu+cnr®Io+ = a ft0=AID&VM191 M= C.L.Y. 1 5-25-95 COL. X-DOWN APPL. P. AD-TO-0253 LETTER: 70 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 4 DIRGE OPENING 24' SEE NOTE 1 JIMVN4! ILnn%+a ILL -WIT JlnnrJ %A PJVVW BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL MID/OR ALTERNATE- FOR MANUM SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL PE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0' (241 FROM EACH END OF THE UNIT. NOTES: 1. LARGE OPENING = ANY OPENING WIDER THAN MAX 11E-DOWN SPACING ALLOWE 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACM SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). 3. INSTALL FRAME TIES AT AL VERTICAL TE-DOWN LOCATIONS. 4. SEE AD-M-0001 FOR ADDITIONAL REOIAREMENTS, JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 Mir PHONE (813) 726-1138 I�alluuuu���ii�� ,•�`��� C DpF'% �n MgE"PRfiW, '0 ENE8703571.: . f _*_ .I /b, ��FFFnT n it n111111 ANCHOR BRACKET AND TIE -DOWN DEVICES ARE CERTFO BY OTHERS NOTICE I DRAWN BY: THESE SPECIFICATIM AND DRAMNGS ARE MONAI. PRWKTARY, AND CMMOIT1AL YATERIAIS OF JAOOBSEN MANYWIMIG NC SilOi YATMS ARE PROM M TO TIC R oma FOR S+SCFIC Piro NO mw K 72 DRAWING ROVED BY AV 1-5 NS INC :•;�:.c �i. v4 sI: m FtArG4R C.L.Y. IDATE5-31-95 TYP. SINGLE WIDE T/D AD—TD-0300 FmAlki ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN. PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 24' ,. SEE NOTE 1 COLUMN SUPPORT TIE-DOYM STRAPS. REQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH. MULTI -WIDE FLOOR SHOWN SEPERAIED FOR CLARITY L24' FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL MID/OR ALTERNATE- FOR MAXIMUM SPACING ALLOYED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE-DOYN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2-0* (241 FROM EACH END OF THE UNIT. C. `,,��ullnur urrr�4 NOTES: I. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED. 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DON SPACINE SO LONG AS, THE AVERAGE SPACNG [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VT3RTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OTHER DETALS). 3. INSTALL FRAME TIES Al ALL VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-TD-0001 FOR ADDITIONAL REOUIfREMENTS. ' 1ENE8703571 •_ ZjTA5r7 OF rA DAPIA APPROVAL D BY n 1 5 10 DEVICES ARE CERWEO BY OTHERS JACOBSEN HOMES T1MESE srconu EAND�,„M„a,,,� ORAW11 BY: C.L.Y. oATE 6-1-95 REV: LET$R: MATERIAOffiGNAl.LS PROJACOO AND aoHll RANTLAL DRAWING nTIE TYP. MULT1—WIDE T/D A P.O. BOX 368 YA70iUL5 OF . ULS ARE PR N M 10 TIC „ SAFETY HARBOR, FLORIDA 34695 R OPOIT RR � PAWS NO NO't K DRAWING HuuBEP, PHONE (813) 726-1138 PUT Ca MR& 00 SEOV 1110M OTIM AD—TD-0310 714 ZONE I TIE -DOWNS MARRIAGE WALL I OPENING TIE. DOWN I (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' ­,, °TMER LocanoNs.) FRAME TIE -DOWN SEE DETAIL - V SINGLE WIDE TIE —DOWN DOUBLE WIDE TIE —DOWN NOTE` C SECTION MARRIAGE WALL NOTE: SIMILAR TO I OPENING TIE -DOWN I A & B SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS WIDE TIE -DOWN FRAME TIE -DOWN ONLY. OPTIONAL AT I OTHER LOCATIONS.) _ T. PULL DOYM TIGHT TO --/ GROUND ANCHOR DETAIL 'A' TRIPLE WIDE TIE —DOWN BUCKLE WITH 2O251 fY MINIMUM SEE DETAIL - 'A' SEE DETAIL - V TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (31So LBS. MAXIMUM FOR EACH TIE -DON STRAP CONNECTED). DETAIL V TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM 2)NK COATED STEEL STRAP, OR EQUAL WITH 315ot CAPACITY MINIMUM) ;c I,Sc 4?ZS41 ULTIM&rL, t-oao 04►�aC1Ty NOTES: D+a F 1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL ;4 >O•�4�'SI�1Qgl OPENNGS GREATER THAN 49 INCHES. & VQ To I"TT 6" TI216VTq 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR SP*+. No.00454S4 ANCHOR AND TIE -DOWN PLACEMENT. 3, SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN PIER CONSTRUCTION. STATE OF '•. fP ��FC ••. t0RIID. APPROVED BY !�_ DED Z AtO SNtI'T'{SSAC4'OS JACOBSEN HOMES MSE sKanC MM uro OUMM ARE �wv+H BY: RR °AiE 10-31-95 REV.LETTER . 00GINAL.. PROPRIETARY. AND OONTIOENTUL OKAYING TITLE: P.O. Box 368 MATMALS O dACO89]L MAMIFACARINC ZONE ITIE-DOWNS „ SAFETY HARBOR, FLORIDA 34695 AMPaT FOR SaE�ts RFC Alm MM � PHONE (813) 726-1138 IVT CONFWTIAL NO SECRET FRCU OHM DRAIMWG NUMBER AD-Z1-0001 74 ZONE I TIE -DOWN PLACEMENT TYPICAL I —BEAM TIE —DOWN MAIN FRAME I -BEAM NOTE /1�• MAIN FRAME I -BEAM END ISPACING SPACING ISPIISPACING ACING SPACING SPACING ISPACING1 DOUBLE WIDE TIE-DOiYN PLACEMENT END CENTER CENTER CENTER CENTER CENTER ENT) .r u I ZrAUNU WAUNU SPACING SPAC4IG TYPICAL I —BEAM TIE —DOWN MAIN FRAME I —BEAM SEE NOTE /11• `SEE NOTE /1—/o MAIN FRAME I —BEAM MAIN FRAME I -BEAM END CENTER CENTER END SPACING SPACING SPACING SPACING TRIPLE WIDE TIE -DOWN PLACEMENT NOTES: T' SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. c* ce C., ♦���. DQ�� I� DAPIA IN No. 0045484 Z • STATE OF � Sa '�1Dr • el APPROVED BY 0 '00or N 14 Pl\141 � rTa�uv rww�',uw�ae coa�acioNkOSVETT swov% JACOBSEN HOMES THESE SPEOFlCATT06 AND DRAWNGS ARE, ,u�yyit,►� TE RR °A 10-31-95 REV' LETT TR m ORICINAL. PROPRIETARY. AND CMIRENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACIMNC LNG.SUCH MATERIALS ARE PROWED TO THE TIE —DOWN PLACEMENT SAFETY HARBOR. FLORIDA 34695 R[CPFNT FOR SITWC F RP05:55 NO WST eE DRAWING NUMBER PHONE (813) 726-1138 PUT CONfWnAL ND SECIM TROY OTHERS AO—Z1-0020 7a ZONE I INSTALLATIONS 1. �,JFOROFORED IN ZONE 1, THE INSTALLATIONOW THE OF LONGITUDINAL , ANCHOR; ONE 2 INSTALLATION 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 acd, FEB 0 1 M INC. D HOME JACOBSEN HOMES NOTIM YnscTaslaPUn=AMOOMAIMNCS COMMAI, ►ROPKTARY AN CRF10EM1At UKARIf or. unu; M.T. 2-1-00 DRAMWG WLE. \, P.O. BOX 36a MAW W J Or nCOWN UA XACTUAMC RIM RXH MA$WAU ARE PMWAK0 TO THE ZONE 1 INST. - DRAMWO NUMBER; SAFM HARBOR, FLORIOA 3�695 l4cvm rM TP[L7i16 RPPol3 MO mW u PHONE (727) 726-1136 RErt coUoont " %Rm lRoM ORM - AD— Zl -0100 77 ADDENDUM FOR INTERSECTING UNITS OF I a i 1 co MAIN UNIT DORMER . TRIPLE TNIDE OR QUAD WIDE SECTIONS) MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT} ZM-2 ZONE 3 EXPOSURE 'C' 90' 56' EXPOSURE V 39, 46' LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAU THIS END, EXCEPT FOR ZONE 3 EXP. 'D' THEN 2 REQUIRED EA HALF (IE p:E EA. BEAM, ETC_.) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MARL UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE MOE CONNEC7ION REOUIREMENTS. 24" MAXIMUM SPACING TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SAME AS TYP. DOUBLE WIDE TIE —DOWN REOUIREMENTS). 2 LONGITUDINAL TIES REWIRED AT EACH HALF THIS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTIONS) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL (EXCEPTION: NAMING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) EN ROV �i DARA APPROVAL NOTES: G�SEq'•.F `` '2APPROVED BYE,•,,_ 1. FOR QUAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED Q No. O INDEPENDENT OF THE OTHER STRUCTURE. (IL SHEARWALLS, TIE —DOWNS. RIDGE— iENEX0357 BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI —SECTION.) _JUN 1 5 ....... mcm INC. NOTICE DRAWN BY: DATEV• lET1ER: JACOBSEN HOMES D1ESE sPECD1CAT10Ns AND DRAWIGS ARE C.E.Y.J. 5-16-95 OIEONAL, PROMETARY, AND COIIIMTUJ. DRAMNG TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MMUFACTURING ADDENDUM -INT. UNITS WC SUCH MAMMALS ARE PROWOED TO THE SAFETY HARBOR. FLORIDA 34695 REMW FOR SPECFIC PI WOMB AIO MUST BE DRAWING NUMBER: PHONE (813) 726-1138 WT OXmlTA AM SECRET TIM OTNOUL QUADADDI 78 ALT. ROOF ASSEMBLY FOR MULTI— WIDES CENTERLINE CONNECTION FOR QUAD UNITS IS THE SAW AS FOR THE MAIN UNIT (REFER TO SET-UP DETALS� NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. SHNGXES N THE DORMER AREA OF THE MAIN UNIT MAY BE SHIPPED LOOSE AND INSTALLED ON 21 AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP FROM ONE SECTION TO THE NEXT. 30 GA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PERIMETER RAL OR ROM BEAM CROSS-SECTION 30 GA. GALV. STEEL STRIP 8' x LENGTH OF ROOF SSECTIONS MAY BE OVERLAPPED 2 IAN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 30 GA. GALV. SIM STRIP SECURED WITH 7/16' X 16 Ck STAPLES FULL PENETRATION INTO DECKING 2 " D.C. MAX SPACING (TYP.) mu .%STE9.F•` ' Q No. FO .� ENE8703571 i, i 'Alp Am i EN.� Vx S' LAG SCREWS O.C. (ZONES 2 Q 3) STAGGERED 7 3Y 5 -M INC N077CE -"OR1 lu%WW. DATE REV. LETTER; JACOBSEN HOMES THESE sPET�i1CAmets AND DRAWININS ARE c.L.Y. • 5-16-95 MMAL. PROPRETARY. AND CUlln IM DRAWING TITLE „ P.O. BOX 368 MATMMS OF J COS" MRUACr"Q ALT. ROOF ASSEMBLY W- go WAIMILS PRE PRQvW TO THE SAFETY HARBOR. FLORIDA 34695 RFCPOR RR 94Cift Pff= AHaARO MAR RE DRAWING NUMBER: PHONE (813) 726-1138 IDPT COWDDIng AHD SE00 1101 OTMM QUADAOD2 79 EIEIRF� El[:IMF-1 EIVFF-1 DF-1001 JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8