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Home My WebLink AboutSET-UP MANUAL ADDENDUM,JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 I SET UP MANUAL ADDENDUM I 0 j19 0 'Rip❑ jAqE)BSEN HOMES SCANNED BY St. Lucie County 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. FILE COPY REV 01/10 NOV 0 5 2019 l ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C contact the Department of Motor Vehicles 850-413-7600 80 I ADDENDUM EXTERIOR HEATING/COOLING DUCT DO" THE NEW THERMAL REOUIREMENW 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 B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNEC71NG EXTERNAL HEATING, COOUNG OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=3.0. WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUET SHALL NOT BE IN CONTACT WITH THE GROUND. /DUCT SUPPLY OR RETURN DOLING 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 TILL RESTRICT THE AMOUNT CF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RES71CT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. NOTES: NOTICE JACOBSEN HOMES ➢ S'OROPRIE S AND ARE ON Ala NXAC7L NL MAL PR CONIVI F A=MY. MAIFJOAI3 OF AVCOBSEE MNUFA MAT P.O. BO% m MAIFA.MS ARE 1RD 10 TK m to BE FLORIDAPC SAFETY HARBOR OR34695 Ii w NEAR f1F6MAN] BE PHONE (613) 726-113e IVTC IIX al rz➢r n..001nAt ua RO¢T IRW ono¢ m ALT. ROOF ASSEMBLY FOR MULTI-WIDES -- - - - — — 30 GA GALY. STEEL SOP INSTALED OVER MAmc LINE ' MAN U—w JOINT (SEE PUN MEt BEL01) FTIONAL TRIPLE WDE SECTION OR QUAD ME SECTIONS CENM& NE CONNECTION FOR QUAD UNITS 5 THE SAME AS FOR THE MATH UNIT (REFER TO SET-UP DETAILS). 30 GA CAL% STEEL 57RP e X LENGTH GE ROOF (SECTIONS MAY E QVERLAPPfD i MIN) 'IF ES 0' OROPER SET- UP MAN. OM GALY. STRIP. (SEE NOTE 1) le' X 19 GA STAPLES INTO EOOIG SPAONG (TIP.) NOTES: .\STV1 BY .� 0Q ).: 9�C 1. 30 GA CALM. STRIPS USED MAY BE WIND DERLCTORS ? e�G NO F JUN 1 5 IM F REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HORS. _- i ENE870357 STEEL STRIP MAY E COMRM10115 ON PIECED. INC2 4@N]ES N THE 0030 AREA OF THE MAN UNIT MY on E SHIPPED LOOSE AND NST LED ON SIR: AFTER THE UNITS HAVE BEEN ATTACHED TO PRMT ART ' ' =,o,�•• /� 4 TRANSIT OVUM AND TO D&K THE SHINGLES UE-LP FROM ONE SECTOR TO THE NEXT. :, Ff': •. DI4 .•'i DATE: REV. IETTEIe NOTCE Y. 5-30-95 JACOBSEN HOMES am 9[m1G1 sMo ouvmm oaoNAL PXPKw . ,Mo mIXWWL EXTERIOR A/C DUCT P.O. Bo: See MAIOaMS OF y pe9DM MWACMING INC WIN woos Am FPDYDm 10 M SAFETY AD-AC-0001 PHONE (8133) 726 O-1138W95 marmF u= mom"NO oamKa 3/d X s• LAG Sam fe' O.C. (ZONES 2 t 3) STAGGERED �E) BY JUN 1 5 INC C.L.Y. 1 5-16-95 ALT. ROOF ASSEMBLY 2 79 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT /nnvvar9 � \ LONOTUOINAL TIES ONLY REOURED 0 EA HALF OUTSIDE BEAM DOS ETD• EXCEPT FOR ZONE 3 EXP. TF THEN 2 REWIRED EA HALF (IL DIE EA BEAM. ETC-.) VERTICAL AND WAGONAL TIES INSTALLED ALONG THE SDEWALLS SAME AS THE MAN UNIT. VERTICAL DES AT CENTER LINE REOU ED ONLY AT COLUMN SUPPORTS PER DODBIE NICE CONNECTION REWAROJENNTS. 24' MAXMUM SPAONG TO FIRST SIDWALL DE FROM EACH END OF THE UNIT (SAME AS TYP. DOUHE MDE TIE-DOVH REOIREMFNTS} 2 LONGITUDINAL TES REWIRED AT EACH HALF TI9S END ONLY. HAWN PER HEIGHT FOR VAROUS ZONES (NITER ALSO TO SIDEWALL TE-DOANS MAXIMUM HEKHIT.. ZONE.7 ZONE.3 DUIOSU E 'C 90' 56• EXPOSURE V 39, 46• CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAW UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W THE SET-UP MANUAL (EXCEPTION: NAO.ING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE - REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) NOTES: L FOR QUAD SECTIONS. EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED ' 7 •: Q� No. :I APPROVED BY A INDEPENDENT OF THE OTHER STRUCIUX (IL STHEARWALIS, TIE-D)MNS, RIDGE- EPi O3S7 F`•'^" BEAMS, COLUMN SUPPORTS. EEC. ARE CALCULATED FOR EACH MULTI -SECTION.) - INC,>(�i 1 5 as CS"y . AI FMIA N .h �,�f•� ! �� ,N1Y,wYNM1A®IOr ••... _�1V A• O6IROPYOTAIMIMYMYq NOTICE DRAWN BY. DAe JACOBSEN HOMES 1N¢SE SrtaWAtrWNs AND ORArxfS ARE C.L.Y. 5-16-95 DMONAL PROPRIETARY. AND mWIDO YAL DRAMNQ TITLE - OF P.O. BOX 368 WATERALS SUCH MAgXgSS ARE O JACOBSEN m�„10 TK ADDENDUM —INT. UNITS SAFETY HARBOR, FLORIDA 34695 RO'ON rW I = RA8O9S NO -- M ORAMNG NUMBER PHONE (813) 726-1138 MPr Cw m/L ANM YOST tam DDO¢ OUADAD01 ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCOMTI" LIE 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 VENTILAnON. (See AD-AC-0100) APPROVED BY 0-0 or NgC roof IN. i�mMOxrMlaa.ora NOTICE UNAWN rr. vArz: N1LN. u„ JACOBSEN HOMES OTHESE MOKIL.PINF ART.A TAOISCO a C.L.Y. 9-28-95 aATOM Or MOM AIM mrMMllw pWMNG TIRE' W.H. VENT. •SYS. P.O. BOx 566 W_ SU I AI Items An p ftV= 10 THE 11gM „ SAFETY HARBOR. FLORIDA 34695 i &ra SP a FJrOS4 NO IMP K WW91G FNR6(R PHONE (613) 726-1135 NOI OWM0 PA AIO MOOD TIM Omm AD-AC-0100 78 / 0.131• X 1 1/2• MIN. 3/8• X 3 1/2• MIN. LAC INSTALLED SEE NAILS OR 7/16 ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING FLOOR JOIST N — uj 0 CONNECTION (ALL P.E. N AINC. i 10r YA)vllAi SCOWL ZONE I INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTAL_L_A11ON INSTRUCTIONS FOR -THE -INSTALLATION -OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM. BY acd. FEB 0 1 2000 JACOBSEN HOMES I.O. tOz 368 NOriM =�� v�tlYc{ o* a,avml 9uurceRraK PKAM Dr. vA[: M-T. 2-1-00 ® mAlwe xAI: ZONE 1. MIST. . SAFE..r.,M,FLORDA34695 K mm YAw[N{ AR,WM m as RlA9RfO111ewM9>oNawalw DAWICNUYBFA: .PHONE (7x7) 726-1136 Mal cmmm A wolf mm e{aa -z)-0100 4 ZONE I TIE —DOWN PLACEMENT TYPICAL I -BEAM nE-ar91 MAIN FRAME I -BEAM - - - —=-\ --NOTE 11 `MAIN FRAME I -BEAM CENTER SPACI IG SPACING I SPCI CENTER SPACINGNC CENTER I SPACING ISM I DOUBLE WIDE TIE -DOWN PLACEMENT am CENTER CFNTFR Cl'N rxuTco r um can ACING SPACING SPACING SPACING SPACING SPACING TYPICAL I -BEAM TiE-DONN I `-- MAIN FRAME I -BEAM -SEE NOTE 11 / \ `MAIN FRAME I -BEAM `MAIN FRAME I -BEAM P SPADE I SP �� f�'f�'T c C '• NOTES: LNGNELK � . D Zfps DAPIA APPROVAL' SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF ,��jOG tlFl ObC`y%' APPROVED BY MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. F �.? No.0045393 WE � I STATE OF 10 ,.•\a4T�� rtaAa�•ve+IrePn[ FocwwFToi.c wtn cTNovos NOTICE !I f4mo . DATE REV. LETTER JACOBSEN HOMES D=SPDD=TXNSAMDOWIMAM RR 10-31-95 aEmIAL. PAOPWART, AC OOM6DIN1 mw NG Till' " MATUM3 OF UCO89Jii MAI"ACTULNG P.O. BOX 168 m S m YAIDULS ARE PRO'AaD TO THE PE -DOWN PLACEMENT SAFETY ARBOR. FLORIDA4595 ��m 9= � o� DRATWG NUY9FR PHONE mm AO-Z1-0020 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 ems- 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WAILS. JACOBSEN HOMES PA OW 3M SAFELY HAMM R.ORDA3095 .131- X 3 1/2- MIN. NAILS r O.C. MAX. SPAgNG, Sumom FROM SDE TO SIDE (TOE -NAILED). MARRIAGE LINE APPROVED BY A�Trisad a•r S 3 ab 2a,2006 Huhn C. Dueden, p.6. N INC. K2 Engineering, !na 0 .,.'�",,,,N ;.P.,. - 05-22-06 - WALL FASTFNNG - B I ADDENDUM MULTI -WIDE ROOF FASTENING 30'GA. GALV. STEEL STRIP - SEWS WITH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX SPACING). "LAG SCREW SET BACKS FOR TRIPLE WIDES FOR DOUBLE YAM CENTER LINE OR MATING LINE OF TRIPLE VADE UNITS PLAN VIEW 30 GA. GALV. STEEL STRIP -8' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOVK INSTALL ROOF GAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE WHO DEFLECTORS REMOVED FROM ROOF IN ORIGINAL OONDITIDN, EXCEPT FOR STAPLE HOLES.) 3/8' X 5' LAG SCREWS s"G SCREW SET BACKS TRIPLE MADE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUM WOES INSTALL LAG SCREWS �I I� SEE CHART ON AD-FA-0001 FOR TRIPLE TIDES AT A 45' ANGLE FOR MAX[MUM SPACING STAGGERED 2 1 4' 2 3 4' 1 4"M34'GAP ROOF PERIMETER RAIL-y OR RIDGE BEAM (FOR ROM BEAMS SEE NOTE j4) CROSS-SECTION J INSTIL WOOD SHIM AT ALL LAG FOR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO CO TO I/2', INCREASE LAC LENGTH 1' THROUGH AND TO KEEP CONNECTION AND FOR CAPS TO 3/4% INCREASE TIGHT. (SEE NOTE 2) NDS01 LAG LENGTH I I/Y'. REF CALC. PG. ((AL(ALL ZONES) CROSS-SECTION (VGAPa c wA- 91.01- 91.07 ALL ZONE 1 TIE —DOWN SPACING CHART TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 33")* SECTION WIDTH- I -BEAM -- SPACING- SIDE -OVERHANG- MAX CENTER -SPACING - MAX END --SP-ACING- 14' 166' 95' 0' 10 r - 1 O' V- 0" - 14' 160' 95' 6' 10' - 3 r. a' - 0' 12' 95" 13' 8'-4-" v-0' 12' 82' 0' '-1(" 2.'-0" 12' 82' - 12' 75' 0' 10'- 8" ? 0" 12' 75- 13- 10'-8' V-01., TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 413")* SECTION WIDTH I -BEAM SPACING SIDE OVERHANG MAX CENTER SPACING MAX END SPACING 14' 166' 95' 0' 8'-1I" ZI-0x 14' 160' 95" 6' 8 _ " T. _ .1 12' 95" 13" I'— 6" 12' 82' 0' 12' 82' 12' 75' 0' 12' 75" 13' TYPICAL ]-BEAM TIE -DOWN MAN FRAME I -BEAM SP�CI trSPAD TN6PA SPCIAIC.L SPACING ACING ADSPACINGNG1ANG G 511a6LEwIDES I DES L l I/P IgL POICIFINI 1 INTO IEIU*M MFMBFII a KaM FOR {AC SOAP NOTES. 2 IIOm SAWS 10.6E RIPPED FROM SPF P 0. 01 NT1EL APPROVED BY (�' %i X CAP Wm NIL Sm) I. YIE-DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF �:.ik 1� Olt lLYX003 MAY BE 115ED F AIOOIE4 CWAIS OAP YD711-4' % I' MIL S1q May 2Revi6 2006 THE EXTERIOR WALLS OF THE HOME. h' 1 61L 01}Ell DUALS FOR MMP EIING ROOF NIERIEUOI r 4. MCI NSTAUNC A LAC SM NIo A RDGE BEAq F10T-DI3L A 3/f: O.FARAHIE John C. n. P.L. N AINC. 2. THE ANGLE BETWEEN THE nE-DOWN STRAP AND THE GROUND HOLE TNRAM THE FAST RIDGE BURL SECOID-0a1 A 1/4' Hu 1HR00011E K2 EnginWrhla. Inc reoexx�xwr•rn+xeo none MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES � /X ca•T•ualan •x9 vren5T•xo•nos HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 4B INCHES ISOOVOHD R0DQ BEAM FOR 71E THREADED POIIIDII 6 LAC SOiYL TAPS ONS ARE 9 FaH a/t LAG gogrAs olac HIGH. UNLESS 07HFRNISE SPECIFIED. �� F(A+•''• S 10e MAMIJUM SDEKALL HDOR.ncc !•�,;s) JACOBSEN HOMES TIQgTowAma"UNMAK `� gMM.T. 05-22-06 uY1Da aoML IA07ETMII wo IFACRI M DIATRIO XXE NOTICEAm P.O. BOX 363 ""n'"13°F'"00�""""'�"'°10 M/W ROOF FASTENING JACOBSEN HOMES a��anAAbPCWF4MW r"DAIo°AM= IN_ SIN MADAMS AK FINNIO 19 THE SAFETY HARBOR, FLORIDA 31696 fmw rot gore r w mm E MAY" NUMBER „ P.O. BOX 363 WMERWS x XM AM FRPM 10 ME PHONE (613) 72e-1136 Am ammoma No aw m 06m AD-FA-0020 Me SINm gm u2 Namo w nc LLLU SAFETY (0013) 7ORD i� 695 'UT 0T 0 m SOR E o oDOM OF 0* ,<1i RR I- _ 10-31-95 TIE -DOWN SPACING m 7'S Z' ZONE I TIE -DOWNS MARRIAGE WALL OPENING TIE -DORM (REQUIRED AT OPENINGS ONLY. OPTIONAL AT FRAME TIE -DOWN SEE DETAIL - 'A' -- onTER LOCATIONS) FRAME TIE -DOWN SEE DETAIL - 'B' ' SINGLE WIDE TIE -DOWN DOUBLE WIDE TIE -DOWN NOTE I MARRIAGE WALL C SEcnoN NOTE: SIMILAR ro I OPENING 11E-DOWN I A a, B sEcnous SINGLE WADE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS N1DE TIE -DOWN FRAME TIE -DOWN ONLY. OPTIONAL AT I SEE DETAIL - 'A' OTHER LOCATIONS.) SEE DETAIL - 'B' TRIPLE WIDE TIE —DOWN TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AM FRAME 16 ARE LOCATED AND SECURED TO THE SAME GROUND' STRAP BUDGE NTH 2D25E ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) CAPACITY MINIMUM FOR GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY TIE TIE -DOWN STRAPPING (31sD IBS MAXIMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' - 6O TOPICAL TE-DOWN STRAP (1 1/4' X W MINIMUM ZINC COATED STEEL STRAP, OR EQUAL WIN 31so< CAPACITY MINMUM) Ar I,Se 47ZS ULTNwrry LaAo a4spelTy PULL DOWN TIGHT TO � GROUND ANOOOR DETAIL 'A' NOTES: 1. SEE DETAIL TI' PAGE 4 Fm MARma WALL OPENINGS GREATER IRAN 49 INCHES. A V P To i'Hr-6` TX'•1 2. SEE RE -DOWN SPACING CHART ON PACE 2 2DR ANCHOR AND TIE -DOWN PLAaXNT. 3. SEE DETAIL 'A' PACE FOR TYPICAL I -BEAN PIER CONSTRUCTION. STATE OF BY 1 DEC 2 JACOBSEN HOMES ia3ES[mlvHaal�SCD mom 00WAWaSAar BY RR MORAL PRO°NET"RY• Arm OMMIM DRAXWC TITLE• P.D. Box 368 MATMAA3 OF =OM H" FACMUG ZONE I TIE -DOWNS NJ TK SAFETY HARBOR, FLORIDA 34695 a �raq FM gryF�NO NNW K PHONE(013)726-1138 tan Oww1k No mm lam Mm DRANHG NUMBER: AD-Z1-0001 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING LENGTN OF ROOF (MIL f OVERLAP AT SEAM) SECURED WIN JB X 7/16' HEAD X Y FIRLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) RIDGE CAP SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF Ref: EX-13-0051 and AD-FA-0020 NDS01 zomm (ALL(ALL CENTER OR MATING LINE X 7/16 HEAD X t LY THREADED SCREW MORE THAN 14' O.C.) I I I I I Lu � 8 I 1 t6.5 , Ii METAL ROOF PANELS STOP APP. P FROM CENTER LINE , I , , , "-30 GA. GALV. STEEL SIRP S` X LENGTH OF ROOF (SEE AD-FA-002D) SEMM WIN 7/1C X 16 GA. STAPLES ROLL PENETRATION INTO DEDONG (SEE CHART ON AD-FA-0001 MAX. SPACING) SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS e- sTANDARD 7/IC O.S.B. (24/16 INDEX) ROOF SHEATHING, METAL PANELS ARE 29 GA. MDL STEEL WITH 9` O.C. RIBS. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND TO HELP AVOID OVER DR11010- IF SCREW 6 OVER DRIVEN ANOTHER SCREW MUST BE ADDED BESDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) JftC.©DO'.'ruil, E._ ofto%ving, (ilG APPROVED BY Sep 10,2008 N INC.DBm YANir"CN,Eo mw cD„smurnoA,uD sAaarcstAaoAaos NO7m •" • • D.M.T. �— OB-25-08 __ _.— JACOBSEN HOMES vmmmwmA>o�w 010111- 141011Em An co mm ou�19 TIME willow s Acom RMACKM METAL ROOF RIDGE. CAP P.O. BOX No NG so Mum" At roam ID m SAFELY HARBOR. FLORIDA 31895 fmwFmvmxx=mmK CRAMI 1I6$t LiaTju PHONE (813) 726-1138 I®r97aIDFea AlosmBOl wOs AD-FA-0021 74 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 1. 30 GA. GALV. STRIPS USED MAY BE WND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE m JIM 1 5 M INC NOTICC UMAM UT: JACOBSEN HOMES g.SKOMATM5MODRAMMMAM C.L.Y. 6-5-95 ■ Demur PitWWAR,: AHD CUUMTAL DRAW 7177E M/W ROOF SEALING P.O. BOX 368 W'� SJ1 MOF OZOSMAM37ACI"C \, K 91a1 MAMMUS ARE PRDWO M TIa DRAIAiG NUYBLR ASAFETY HARBOR, FLORIDA 34695 aw-w rm gm AFF= na IW K PHONE (813) 726-1138 IVT ewmTM no sass mm orbs AD-FA-0025 ADDENDUM TYPICAL -MULTI-WIDE TIE -DOWN PLACEMENT A OI M SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF MOM GREATER THAN 48' IN WIDTH. UIET-WIDE FLOOR SI MI SEPE➢AIED FOR EUATY STANDARD 011CAL TIE-DOFN STRAPS OR MONN LNAOQIS 'SEE TE-DOME SPAM TABLES -NORMAL AEO/OR ALTERNA7 FOR MWO SPACING AU010). ALSO SEE NOTE 3 FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ALL TE-DOMT STRAPS AS 90" N THIS OETAL NOTES: I. LARGE OPENING - ANY OPOENG WIDER THAN MAR TIE -DOWN SPACING ALLOWED. 2. VERTICAL TE-DOM5 MAY EXCEED LINE STANDARD OTILIL TE-DOWN SPAClw SO LONG AS, THE AVM SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MANUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TAO B (SEE OTHER DETALS� S. INSTALL FM TES AT ALL VERTICAL TE-DOWN LOCATIONS. 4. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS STANDARD VERTICAL TIE-DOMG STRAPS OR ANCHOR BRACIE1S TO BE NS 40 A MAXIMUM OF Y-0' (241 FROM EACH CID OF THE UNIT. 1 rqE OF..,� BY I_, d510 p(ym ARE mImu B7 ODNRS NOTICE DUN BC I DAIS REV. LITTER JACOBSEN HOMES M4 srErnuTnrs AMD DaA.Mc9 A6 C.L.Y. 6-1-95 'aMl.4g W PII�IIQTARY. AND oMlnalul PVdHG ntli \I P.O. BOX 368 MA1MA1S M"X�"DA TYP. MULTI -WIDE T/D K SU01 YAX 4RC 70 M SAFETY HARBOR. FLORIDA 34695 IEppll rM g= FjR0 n0 M61 R MNG NW80L PHONE (013) 726-1138 MST aArXanM Ala 5020 Tot allay AD-TD-0310 8 73 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT STANDARD VERICAL ME-DORI SIRAPS OR WE BRACXETSLSEE IE-DOIM SPAM TABLES -NORMAL Ald!/OR A TERNATE- EDR MM SPACING ALIC1181 AM SEE NOTE 1 NOTES, I. FARCE OPBING - ANY OPENING PWER THAN WAX. IE-DOWN SPACING ALLOY& 2. VERTICAL IE-DOWNS NAY EXCEED THE STANDARD VIIUCAL TE-DOWN SPACN( SO LONG AS, THE AVERAGE SPACING I (A+B+C) / 3 ) DOES NOT EXCEED THE YADNON X-DOWN SPACING REWIRED ON THE APPROPRIATE VERIICALARAME TIE -DOWN SPACING TABLES (SEE 010 DETALS� 1 INSTALL TRAIT DES AT ALL VERNGL RE -DOWN LOCADONS. 4. SEE AD-TD-00D1 FOR ADDMONAL FEW DIENTS. STANDARD VER➢ AL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE 16TNM A NADMUY OF I'-0' (241 FROM EACH END OF THE UNIT. C. 1ST ENc'8703571 ' = ROVED BY- �.� - dN 1 5 ON ��;�;'Ee��.��'' INC, ARMOR BRACKET AND TE-DOAN DUKES ARE CERTFED BY OTHERS JACOBSEN HOMES P.O. BOX 368 THEM SR 9 Wff Nonce MRMM AXE MORAL PRWRE Y.. AND mXmnuE MAATM INAAC MG O F 44COMYLS DRAM er. C.L.Y. DATE. 5-31-95 ILY. all" DRAWING DIRT TYP. SINGLE WIDE T/D INC- 9xm Am AA1 SAFETY AB(8') ;OR10;� 695 O �f�� ORAMNG NUMBER o� AD-TD-0300 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE . NOTES: 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) 1. 30 GA. GALV. STRIPS USED MAY BE BIND DEFLECTORS AP ROVED BY REMOVED FROM ROOF IN ORIGINAL CONDITIONXRR A1N 1 5 W5 (EXCEPT FOR STAPLE HOLES). INC, JACOBSEN HOMES NOnC@ THEMS;DRKADpISAA1MAMf3ARE ORAMR Or. . C.L.Y. OA1F: 6-5-95 REV. LEVIER: fRONA. POF A[DRr, Au g+ � OFM ORATEIG nTle M/W ROOF SEALING P.O. BOX 368 .c AK 1c,Omm SiHARBOR. 7OXD;� 695 � �T� OwixANn oRNewB NRUBExEPH13AD-FA-0026 -72 9 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION • - --f-COlI\N.'A' - - - COON' SEE TARE FOR RAY" SPM FOR COLD101S 'A' OR V COL16N 'N calm SEE TABLE FOR NAXM SPAN FOR COLUIOS 'C APPROVED EY INC. MAR 0 3 1999 cawmm v ca61N T ""m 1\ SEE TABLE Fat 11A"SPAN FOR camm T _ MAXIMUM ALIDWABLE SPAN TYPE OF ANDCRIN1 REO!D (SEE AD-1D-0251, MANS W. V. V OR T 00.1AHS V OR V cam T ID-TD-0752 NA AD-111-W4 ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZOE 2 ZONE 3 SEE NOTE 1 CF. 'C Dd'. V DP. V EXP. V EV. 'C OF. V E(P. Y' I DO'. V FIB. V OP. V OP. V W. V 2 - 3401 ANDIONS 3P-C 25'-0- 29'-4- 20-4- 37'-4' 29-C 29'-4' 2C-4. 3Y-4. 25-e 29'-e 20'-4' 1 - 31501 ARM 1B'-6' 1T-10' 14'-Y 10'-Y 19-C IY-10' 11'-Y 10'-3' 18'-6' 12'-10' 14'-Y 10'-S 1 - 4DOOJ ANCHOR 2,T'-8' 16'-4- IS-Y IS-0' 2S-r 16'-4' 1S-Y 1S-0' 2S-8' 16'-4 16'-Y 13-0' NOTES: 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AO-TO-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. JACOBSEN HOMES 368 „ P.O. FLORIDASAFETY HARBOR, R, OR634695 PHONE (727) 726-1138 rlM P01 mUIINrtLL c w,l • . 93_ aI No. `o 910334 `. o : STATE OF iL; M.T. A APPROVAW U S -MIZ APPROVES BY TINS= N AD-TD-0254 10 71 ANCHORING CAPABLE OF THE NOR OF ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (4000#) NOTES: ""'7,mv,•b. Ui 1. ALL ANCHORING EQUIPMENT SUPPLIED �� O: •�('�\5T E� BY AND INSTALLED BY OTHERS— ON SITE. • P No. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING — SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— AnON. — 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE q �:90�;•.•/ 7p e OF EXTERNAL STRAPS OR CABLES. S. BYE IjMt 510 Wq0 JACOBSEN HOMES vmsK RA1�9O1�SYOORA.. Al "R1, "`- MY. 5-25-95 WMH• PROPKI . AID OOeluFlivt ORAMNG 71RE' P.O. BOX 368 � m,,,yp,F MM �AMZ COL TIE -DOWN APPL. SAFETY HARBOR ROPoDA 31695 ROOKR19=PLWO 3 uG IOsi R ORAMNG MIUBDL . AD-TD-0253 PHONE (813) 726-1135 1074 mNLOION. 00 MW rpm OHM 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 isequippedwith.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 -I 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 t?E✓ BOAR ! 5 20M N P iNc. PBIERALMWIOFAC UREO HOME �161RUCRQIAFDSAFEIY STANDA WS SET-UP MANUAL ADDENDUM AD-FS-0001-A 70 11 TRUSS SHEATHING APPROVED EY IN'14 INC. fEDEalI WWUBICEURED HOME CONSINR,TId1 MD SAFETY iMEDAR05- 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 SIDEWALL -�l I MARRIAGE WALL 3/8' MIN. 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 1 IE OvERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATON. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (18' X Il 1/2' MAMMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) NOTES: 1. 3/9' WK RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16• X 1 1/2- 1 16 CA. UOL STAPLES 1 1/4' O.C. AT PANEL EDGES AND 3- D.C. AT ALL FRAMING MEMBERS. (No GLUE RECURRED) 3/9SHEATHING 10 BE INSTALLED ON -SITE K2 WINDZONE III (110 MPH) ALL EXPOSURES APPROVED EY MAT 11 E N PINC. hr. _ BDEAALMANURLCTUREDINIME Go*,u ffiA DSVMSWOAR05 JACOBSEN HOMES NDTTCB: L""'" M, MA" RLY. lET1ER: nHEg sEvnuTlas AHD MIAWNGS ARE R.R. 4-27-98 ■ IRIDNAL PROPRIETARY. AND COiDENOAI ORAWM TITLE: P.O. BOX 368 MATERMLS OF JACOBEN MANUFACTURING TRUSS SHEATHING „ SAFETY HARBOR. FLORIDA 34695 K 91d MATERIALS ARE PAOTRIEO SO THE ORAWWG MINTIER: OR NPM AM MAT BE (813) 726-1138 PECNDIT F.W. PNEPT Cm1OD IIAL AAD SECRn FROM OOEAS. AD-HR-0001 ADDENDUM COLUMN TIE -DOWN APPLICATION LINE OF YULM-RIDE FLOOR TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4- WIDE i 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIE CAT10N D3953-91. STANDARD SPEOFICA710M FOR ANCHORING EQUIPMENT—___ CAPMENT STRAPPING. FLAT STEEL. AND SEALS, CAPABLE OF RESISTING 0WORKINGTHEWORKING LOAD 0 OF 3150 / MIN. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH,O,R... (3150#) NOTES: 1. ALL ANCHORING EOIPMENT 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. No. BYE 1 JW 1 5 IN INC C.L.Y. 5-25-95 -- ---- JACOBSEN HOMESrTlErl >�>��•�� O17NN. PNWKTMC AI9 NO(DOIIPL DRAWNG TITLE, - P.O. 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MNY.n =1 I l i l l l l l l l l. 3MW.W 'SIY3S ONY i33LS IYld 'ONIddYHLS BOd Nouvouia3ds ouvaNv1s 'I6-CS6Ca NOLLvouinds CbVCNV1S NLSV HLVA ONIVfHOJN00 SY L03LIHDUV HO U33NION3 iVN0653Joud 03H31S1a3H V AB 03ULL830 'SS3NM0IHL NI .SCO'O S 3UM -1,/1 l t 30W-IIIM 10 3161 aoov 'WOHS 31ONY O 'NM 1091C JO Oval OMMSOM 3H1 ONLLS63V JO 31BYdYO LN3Nd1003 OMWHONY NOIIIVOI'IddV ITMOQ-9I1 NIC100 UGNIRQQv 0 HINGED ROOF DETAIL INOERLAriENT 7O BE GLUED 3' Y1K ON BOTH SECIIOHS OF HINGE ROOF. FOR WIND ZONES 2 AND i RAISE EXTENDED SHINGLE AND UNOERLAYMT AND - AND A YIN. 4 1/Z' WIDTH OF ROOTING CEMENT 70 TOP OF LAST SHINGLE ROW ON FIXED ROOT SECWK (THIS 15 TO BE DONE BEFORE RAISING HINGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X fi 1F B' BLOCK BMD 2 X 6 - 04ERHANC FASXA BOARDS AND SECURE WITH 3-#B X 3' WOOD SUM EACH SIDE OF CAP. APPROVED BY wo Revis0,2ed 006 ov 3 NTAIINC. FWEA A wwr.a q HM �TMua,w�wmnm�s BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS NOTES: 1. PAR RAISED ROW SECICN N TIE RM POBXIDI MYC E SWUNG HN® WHO POS1S ND) P09XIp1 11(28(Ob John C. DDBdm PJI� K2 EnOW06 4 IM INNOZONE lO (110 MPH) ALL EXPOSURES JACOBSEN HOMES rasESEcmlNAI DUN=AK BRAIN Br D.T. ' 10-02-06 �'tFT1Dt PA Box ice 1awA� —A� WACR C UUM" a —I rA— zwe Dom' HINGED ROOF DETAIL A SAFEl1' IUIRBOR; FLORIDA 74693 RIOlIE (613) 72B-n3HI KppX p 7mC Wumm Apgs w OR [ un pqt , NUXHR: m m m m =W m nas AD-HR-0003 14 67 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION F FACTORY INSTALLED ow 6 NOT LONG ENOUGH, IT MAY BE LENGRO D BY USING A OW SEA. WITH A WOROG LOAD OF 3150 POUNDS lG 4• DIAGONAL FRAME DE ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE I_ TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I: SEE OTHER DETAILS FOR ANCHOR ANGLE APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) F NEEDED. USE VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIR STANDARD SPECIFICATION 1)3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. NOTES: E`L11@1PPROVNsE '•: <(l 4. DARA APPROVAL. V: ,�G tic •' 1. ANY ADDITIONAL VERTICAL TIE-DOWT4 STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT 910334 SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. * : �,�,.. •: T: APPROVED BY 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING - SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- �'0' STATE Oc :•4 REVISED 4 •.A/OIAN.• �� 162396 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '� '• OF EE TERNAL STRAPS ORRE THE ANCHORING YCABLESSTEM E(SEE QUIRERADUS CLIP). S THE US'',��S�11WA,' I�� JACOBSEN HOMES rWSETPEDD p�CEDRAN('AE DflAWN13F, R.R.°"TIE' 10-05-96 REV. LETTER: ® n9oNAl PRovw[rNIL AND [ammlDN DRANNG TIU- uATERAIS OF AAC091EN YNAFACNLNC a� P.O. BOX 36B DA: SUN YAIERV:i An PRO„DOD TO INE ALT. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34695 rlmQ a rm 9'Emc RFNIIS NO Ym R DRAWWG NUMBER: PHONE (813) 726-1133 NPr FAN maq N0 Ron FROM Dner: AD-TD-0210 INSTALL ON SITE 15f FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE y2 CONTINUE 15ji FELT TO ROOF PEAK , UNEDERCE )IMINGLE ENT .. MIN. OVERLAP (TYP.). n r� n •:•::•:::•::•:::•:::•: :::: ......... c I i I i I i I .................. ......... - ............... .............. ............... c ................ ...................... ............... . .. . . . . . . . . . . . - I :..............i::{i:4::::{ ir:::i;; .... MIN. TAR AS �F(OWN :;::::::::; giLP m y 9TE) .... ..... :.: •.•::gENOTE /3::.: ..:::.•:.:.:• .PU..Eo .. BE BE �i • -� F-1 rI ... 3' MN • DETAIL'A' I 1 1 I I U 1 I I I I I I I 1 1 1 Z U 1 SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE NTH -6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THEE. 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 150 FELT AND SHINGLES. DETAIL A NOTES: 1. CENENIING OF 15j FELT IS NOT REQUIRED N ANY AREA E7(GEPT *113C 1101ED. 2. FASTENING OF 15/ FELT IS NOT REOLNED. (FASTENERS APPLIED Aw TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) - 0 3. DMD THE RRST LAYER OF ON S17E 151 FELT ONTO THE FIXED ROOF A MN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVEAIAP ONTO THE PI ED ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-3001 (VAIN SPECIFIC ETD PANEL LAYOU7l AD-HR-DOOL AD-ER-00(11 AND AD-FR-00D4. WNDZONE III (110 MPH) ALL EXPOSURES AOPROVED BY SEP 22 m- INC. O HOME JACOBSEN HOMES rA= WEGHCIlmWO D DAA.M ON M.T. 9-20-03 - GAIOW. PADiWMY. AM mAaDIDAL DRAWNG TITLE: SHNOIE AID UIDET6AYYFNT _ w1015W v a lDWSEN WNAIAGIUMG APPIX'ATION ON HIIEfED SEC110N P.O. BOX 3w EIIG SDIH MAMMALS AK FAOMIED TO NEE sAFEPH E ( 3) 7W- i3 98 wl waKm e = X m twATANc AD—HR-0005 66 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO — HINGED RAFTER PATH #8 X 4' SCREWS, 6-1/2' O.C, MAX DECKING ON RIDGE BLOCK FASTENED WITH (6) 1/16' STAPLES INTO EACH 1S 3 1/2' O.C. MAX. INTO 2 (T)PICAL BOTH SIDES) ASSEMBLIES X11/2'X16GA_ .C. RAFTER 'AND K 4 RAIL NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNDFAIAYMENT AND SHINME. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. CRC - 167.01-167.02 J 4,404'-�- John C. uosdwl, P.L. 4C2 Eaginmnng, Inc ALL WINDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised Jun 09,2006 PiINC. FIM Mill~ CIYWTU li f CTMFTIYILTKNMm wm 9TMWRp{ JACOBSEN HOMES Noncl: MQ 91E61FAM0 O.A. DRAWING : oAu 06-06-06 uY.¢rxr+ INPRB BOX AYo oLAWua All[ MR F11r ^ca1N. NYI fdrL0lTlY, AW�"As V , Alt YAMYTA{;WAIrMF TFC SUCH YATOTMS AR rWOYxiD A M I DRAWING WIG: PEAK INSTALLATION DETAILS SAFETY HARBOR, FLORIDA 34693 flaon H PHONE (777) 726-1178 26-11 TA Y[01C 11WM) AWD YAr C NOT mrCOIMI YC YCR ARM pFIpL DRAIWW MIA6Elt An_Llo—n c ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION DIAGONAL FRAME RE ANCHORING ECUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REWIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. NOTES: APPROVED VERTICAL NE -DOWN (FACTORY INSTALLED) CRIMP SEAL (3150/ WORKING LOAD) VERTICAL TIE -DOWN TYPE 1, FINISH B. GRADE I STEEL STRAPPING 1 1/4- WIDE & 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WAIN ASTY STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. 1. ALL VERTICAL ME -DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPI BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ANCHOR BRACKET f RADIUS CI' MUST BE NSTAUID ON ALL TIE -DOWN ANOIOR BRACKETS. (INSTALLER TO FABRICATE RAM CLIP BY PLACING A STRAIGHT r LENGTH OF 1 1/4' X MOW TIE -DOWN STRAP MATERIAL N ANCHOR SLOT AND BENDING TO FORM THE CORBHGIRATION SHOML) RADIUS CUP MUST BE NSTAIM TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT N THE BRACKET *CH TOP D-C THE RADIUS CLIP. C. moo aov*pm TE-Omm OEYICS ARE C ITEED BY OTHERS BY 1 �- .AIN 1 5 INC, IJACOBSEN HOMES "oTTce M9 VECrcwR05MO04YM6IxE �^-� _ C.L.Y. --- 5-31-95 - - . r lMA_ rA�T/RT, I" mrm11UL Y"'O°"�T ^� A" YYAF� U°'F I ORAMNG DRF: ALT. TIE —GOWN APPL. Il P.O.Box JGe SAFETY HARBOR FLORIDA 3/695 NC IDIT Y SKIM AQ rIIJ�W A M mM NO YRi t / 1 DRAWING NUYBEk PRONE (BIJ) 726-1i>0 KT OxfODWW NC 3:m1IIIOY OWOfA KvI m m mi I I AO-TO-0200 16 65 PORCH ANCHORING DOUBLE HEADED 3,150# ANCHOR,,. �' 1 1/4" X .035" TIE -DOWN STRAP r'� CONTINUOUS AROUND STRAP BLOCKS: OT S: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING Iry WINDZONE N EXPOSURE C (I10 MPH) 20 PSF ROOF 10 PSF D.L. IVA- Iog,Gl - T og;,o 7 D INC. I �a NOTICE WNR1 BY: OATL• REV LETTER: JACOBSEN HOMES IKSESPEQiCATXMSAND MANN6ARE M.T. 12-13-03 mONAT. fYlaR[TARY. AND CMA'OOIRAt BRANHC TITLE: P.O. BOX 368 IC RKH ATMALSOF e� A"IASM a DE PORCH ANCHORING MA SIIAL WT[MALS AS PRU® 10 A[ SAFETY HARBOR, FLORTDA U695 RIF NT LOi 2tUE R AMU M6I LSE DRANNG NUMBER PONE (727) 726-1138 01 mnOfm AND a7f• "' ORm¢ AD-TD-0112 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SIBNG ES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTINERS INSTALLATION j INSTRUCTIONS. TOP COIIRSE(S) OF SHINGLES TO OVERR PEAK AS SHOWN. SHINGLE INSTALLATION INSTALL FIRST LAYER OF 15l FELT INSTALL TOP LAYER OF 151 FELT TO ROOF NTH A 6" UK NDTH OF TO ROOF NTH A V LNL NDTH OF ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH ENO TO ROOF DECK AND/OR EIOSTWG ROOF DECK AND/OR ENSTNG FELT AS SHOWN. FELT AS SHM. i SEE OTHER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION BY AUG O120 INC. NOTICE DRAM BY: DALE: NEr. LLIIt1l JACOBSEN HOMES xgSPEacAimsrow-�� M.T. 7-28-04 M,M l PRWKTA" AND DORmIRAE BRAING RTIL MEE]YAIFWALS a A1®S4N I M1AC:: SMNG EAMIDERLAYMENT INSTALLATION P.O. Box 368 W_ SUOI WIDIMS AC MMM TO *C SAFETY HARBOR. rLOROA 34695 RIGOR Ea SLa[ POW AD W9 Q UUIMG NWBOL PHONE (727) 725-113B IVI cwmma Aa se[1 nm amm AD-HR-0007 i ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT /-FASTEN TO FLOOR HUNG NEI 0 W/ STAPLE OR NAL BANDING STRAP TRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAYING NE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE OUTLET. WERE 1)DS (BADE CAN NOT BE ACHDEVfD, NOT LESS ➢TAN 1/8' OOT MAY BE USED WDN A FULL SIZE CLEANO)T 6 INSTALLED AT THE UPPER END. YYW OF DRAIN PIPING 1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 4C O.C. MAX. SUPPORT SPACING. NOTICE DRAWN BI: CAL[ - - REV. LETTER: JACOBSEN HOMES wxsEcmpzNmmA*mATE R.R. 7-17-97 A OFF acN0. rRO[.AE ND EO4OODEAWWRC TITLE:P.O. BOX 368 M SUIX IIAMM ARER&XM L11L' PLUMBING SUPPORT "' SYOI W11UL1 ARE fD01SG lD D[ SUETY NE Ban. FLORIDA 34695 MCF04 M T(OC FIIPOLS R01VE R PRANN6 HUMB & PRONE (613) 726-n 38 an muDomq HW Rom N cam AD —PI 0001 DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS CEILING MAY BE FLAT OR SIDE VIEW SIDE VIEW (MARRIAGE WALL APPUCATION) (SDEWALL APPLICATION) Ik 350 PLF MAOMUM SHEARWALL 350 PEE MAIM SI"WALL DESIGN VALUE (PER WALL) DESIGN VALUE (PER WALL) 1 1/4' X .03V TIE -DOWN STRAP 1 1/4- X .035- TIE -DOWN STRAP CONTINUOUIS AROUND JOISTS CONTNUGIS AROUND .DSTS. TO 3w N 6 A TRIPLE WIDE RAFIEN. APPLICABLE TO STANDARD LE WE TRUSSES ID VIEW X .035 TIE-DOYN STRAP NODS AROUND JOISTS, NOTE. ALSO APPLICABLE TO 'SUP SW MARRIAGE WALLS •KIN AT LEAST 2 STANDARD VERTICAL TES ARE INSTALLED. (I EACH SIDE ADJACENT 70 SHCARWALL LOCATION) L OWUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 (3150 DESIGN Loml (SEE AD -TO -GOON (IDGENERA. MONS) FOR NOTES ON GROUND NgDR 1619LATER.) 2. INSTALL A PER AT EACH DO OF THE SHEARWALL JOISTS (PEN DE 180.E DCIAL3T APPROVED BY 1 NO S EAR[ALL IS LOCATED ABOVE A SOW MADER (FUL MINT CRAPS-M(IQp) NO4VIq SSA PDK ARE R[OAFD SIEMWNL CMIO/RA1Kfb, C3 (MIL ALL :ONES ro W� 4. TIE-DO'XI STRAP REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS. //C P.E. 1 ON John C. Doeden, 5. CO SHO'ON CATHEDRAL DR SLOPED. FLAT CEILING MAY BE USED. 15133 C. R. 22 I; �;' \..�• 6. FULL WDTH SIEARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER, ANY LENGTH OUR MOCU.iATTON SHEARWALL MAY BE USED. Goshen, I N 46526 RII mA'.,olawsn„�vm 7. THIS DETAE MY APPLY TO TWEE AND/OUR DOUBLE WIDE SEC IONS JACOBSEN HOMES NOTICE TI[4 DRAWN BY: R.R. DATE: 4-09-96 REV. LETTER SPEDWAWDTs AND no ARE OIIGNII. PAOPIIITART, AND GRemIEpBN MATERIALS OF JACOBSEN MAmUFACTIAW C GNAMNGnnr BOX 368 �� m sxx MATEMS AM Pm'm 10 THE UBL, S/W CONFIG. TIE —DOWN SAFETY HARBOR. FLORIDA 34695 2VMNT FIX SPED[ RR1093 BO IA61 T[ DIIAMNG NUYBER: PHONE (813) 726-1138 FJP.O. MPT MWW NO SE m TRW 0906 AD—TD-0111 18 63 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / COMO MAY BE MT OR SLOPED SIDE VIEW 1114' X .GW TE-DORN STRAP CONONIIWS AROOFO JXTS END VIEW 350 PIF MAXAWM SIEARNALL DESbi VALUE (PET WALL) 1 1/4' N .035' Ti-^CHIN STRAP COKTN4UWS ARMQ MST& O S: z 1(o F f I OJAL - ,) :�/fj �� •'-, DAPIA APPROVAL: L ORaAm A4ofMS 10 BE RATED TOR AM OLYNATE LDAO OF ATT5113150 DF9a1 LDARJ (YE AD-TD-OCDt �TD-GENERAL NOTES) FDA wOTLS OR MMDO AN3107 1:5TAMATaL) , - •.-�1 '��. - - Af�q PROVED BY .( 2 R:S1ALL A PER AT EACH END OF THE gWwALL A355T5 (PER T. E ABDYE OEfAAS). 3. WHEN •. - - SEARNATL S LOCATED ABOIS A SOm iL4m (mu *EDR MOSS-wDSrP.) Ixt R-DC64 STRAPS. OR PERS ARE REOIR® (ALL 5NEAMNA L FAIIRCIAAImNS, - ' L ALL 2twC5 AND ALL DFORRES1 A. TE-DOWN STRAP REWIRED :: ^4. •\� ■pp®��p� 11�\ 1 i1 AT EACH END M JOISTS, ALL DB_ y' W CONW3RADONS. % ':; • •.. •. •. :~ ■ `�. G SHOW4 FLAT -OPT OR SLOPED COLING NAHOBiKILY BE �ANY iML ''''''A u•; 6. WOTH SHEARNAl1S ARE 910MI DI THE DETAL'ABOK.AL LENGTH �Ai ��v````` cxTws�"w Iry:ax OR CONS MUT1a1 SREARRALL MAY BE USED. rNlllll`ITG JACOB/� SEN HOMES NOTICE WXSPEW11CA=o MAIN BY: R.R DALE; 2-6-96 REV. LETTER: Mr. MD NAWNC5MC a AL MTRRAIT, NO Caf !mm pRAYANG DT�E: P.O. BOX 365 SAFETY HARBOR, FLOR10A 34695 YAITJLAIS OF JACDBSEN TAft ACrURN0 NI: SXh w'OWS ARE PAMW TO M DBL. S W CONFlG. TIE —DOWN ORAY:NO NWBLp: AD—TD-0110 PHONE (813) 726-1138 BUT oom .wmANAND w=T ntm ono& OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILINGS) INSTALLED OR TO BE INSTALLED MEET ALL CODES -IN EFFECT AT TIME OF HOME INSTALLATION. NOTES: m_ M* V A JACOBSEN HOMES NoSAE IINARIIYT: TI[Y �rnrNOT AM DRATIY16 ARC M.T. 3-30-05 OATURA PRtNlETARI; Arm CaRIfpITTAL DRAIBNC nnE: P.O. BOX 368 R24 5 6 JACOBSDI YAMIfACOiRIC OWD RG M R SWC ARC W AND To v[ OPEN PORCH RAILING(S) SAFETY HARBOR RORNA 34695 OIR'OR f01 m AN Ram NO WSr R ORA�IO NUIIliA: PHONE (727) 726-113B TDPI COPDwDAE wm 9:aT no oR(AS AD—PO-0001 62 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 DECIONG 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 WSTALLEDL FOR OVERHANGS SEE AD-PR-70113. 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 CENTER SECTION OF TRIPLE WDE t TYPI %L TRIPLE WIDE HOME REF. PG. IVV-07-0011 WITF -iITE INSTALLED PITCHED FOR FASTENING _C ATER SECTION RAFTERS NOTES: DAM APPROVAL APPROVED BY 080 Revised Oct 25,2007 NTIIINC. FEDENAL MANNFAMUO HOME CONSTMU19N AND SAFETY STANDARDS N019Cf DRAVIN BT: OAl 'REV. LETTER: III JACOBSEN HOMES umSKOMAWISAMWANASAM O.A. 10-24-07 O MAL PRWKTMV.. AND CoramENDAL GRAINING TIDE: Nm NATERMS aF JhOOMEN wwaFACnmIcP.O. BOX 366 „O �, Hu¢aAts AA Pam TO TE ON SITE PITCHED ROOF DETAILSSAFETY HARBOR. FLORIDA 34695 HOPDiT FOR 9f= RRP= NO MST H DRAWING NUMBBt PHONE (727) 726-113B KEPT O NCBRML AND SEW FNGH OTHERS AD-PR-7001 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS Wm PER 90RRALL9 ARE NOTE I WTE NOTE QAE MOTES 2 AM I PER XQb THIS LOCATION FIGURE 8.0 eff. S/EI LIO M -. . T7T. 3/1 NAK AW R 1u( q {D.Y 7E0 PER WWWALLS WQ TIE-OMM A "gE NOTE 1 SEE NOTE 1v Q Q am NOBS 2 APO 3. Q PICK MEOb to I m PER i®b THIS LDWIDN m1 LOGATWNE THIS LOGLm FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL zI F VALUES. I-YK'07WS KOAl b N W= MAX 1E-WEI MRAP MAY K LWA= It GOER OL RC A"" 96301 AWK 00 RR7IDID AT 00T4 gOWO AW W TV S RATED Ilk M LLLYAII LOIO Q s7n/ R7o C[gl" IOggj [M-WOAL NOBS] "a NM IN O101WO � B60IAAlcHt) 2 MTV41 A P®T AT Db1 DO Cr THE 2CMrRL LEE 1Fq TtQ AW%g p(jy�� O'tEt Rf�Ham AT CAOI LINO a A9S13 ttcNNAM OF t wa Warr hL¢V3 wll 7. 1601 SNCMWIL 1S LOCAIDS M A SAD KAial 6lNi NCW3IT GEAE-NOAkTI) RO IE-BOW 3 W3 ON f0J AAE R[= (ALL 9NA.41 =12PA "M ALL DTtS AAD AWL EAwaACS} 910334 1 -2 :_ STATF— OF BY FEB IQ Wl INC. JACOBSEN HOMES NOTTCG `V& ` 47 .a$W��FI�FT�A•DDw, TEIf9f� •'- wFtr .�• R.R. 02-01-00 ram.. ur H� P.O. EOW 3Na mmlt /fDI+NEwT: AlE „ N O mWIu>aw NI I• 5/W TIE/PIER REQ. NC. +'Ola . S+fE17 NARSOIL fLORIOA 31503 PNOFIE (777j 73a-113a ADWfA7 ISIl�[RWOZWM mug. /DT oONTNSTAI Aq gTftT /EEI "mm MAw10HIAmI; AD-TO-100 20 61 ADDENDUM Ott TABLES c1 �l©�g3s NORMAL TIE —DOWN SPAdINO TABLES �.`� �'-00�31 ZONE 11 & III/EXP. d & D � LONGITUDINAL TIE —DOWN SPACING TABLE u1N.- �No ZO}IE N VAID Iola u FLOOR it Dp a _EA 4CMI-- • - - -B - _ EA fIP a FA YClldl IMl 0 2 53' 3 40' 13-4` J JT 3 46' 15-{` 3 45' { {p' VERTICAL TIE —DOWN /FRAME TIE —DOWN PPACINO TABLE i1M FLOOR j)1DTH ftlAx EAVE DVERIIANG D ZONE H im ZONE YI �� VAX MR Alf(HOR '�• �� . �� MOM M'a• 12'-0' 6' EACH 9DE 5'-4' 72' 35' TO 4Q 5'-4' J6• 45• 13'-4' 6� EACH $0E 5-4' BD' S' TO 40' S'-� 42' 45' 15'-i 6` EACH SIDE 5'-4' 80` 40' 5'-4' 48' 45' Q� LONdl9'UDINAL TIE —DOWN SPACING TABLE loll ZONE II IDNE II FLOOR �TM an• EisEftctloaN 4k a ug of aaN yk e 3 44• 4 40' 3 52' 4 45' 15'-4' 4 44' { 56' VFIRTIGAL TIE —DOWN /FRAME TIE -DOWN $PACIN4 TABLE �N. �+oD�t yA,c ovEis} ANG zdK 1 ZONE o �u�lc vu pa AmMuff 9•,law y,�,�„�" Ala, u,�E• 12'-0' 6 EACH SIDE 4'-0' 72` 3T 4'-0' 34` 40' TO 45' 13'-4' 6 EACH SIDE 4'-0• 12` 40' � -0' 36' 40' TO 45' 15'-{' 6' EACH S[K 4'-0' 80' 40' 4'-0' 42' 4D' 70 45' • NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE - ACHIEVED, ADD APPROVED STABILIZER PLATE. ,ekcer•s v SEE NOTE y5 FOR HOf,IES SET IN FLORIDA �� I. S•i fUl ADOD♦DIAI FOR AOOItMNk frE00PE(IDRS 2 TARE BASED ON ANDIat (}QIIO1iG LOAD a A1501 AND DIAfANAL OE 10 i .(fAtC EAIE OYERROIC AEFFAS TO OTONANC AT 90E'�ALL NOT IRONi 011 REAR 4AB . 1ABIF$ APPLT t0 1N' 15O', ANO 16t' IEODt iR5 95 1/]• i BEA41 �AE)!O. tar �A7ni1W 30EOk1 IIDWi AD C IAI 30E OVERHANG (6' 01tTh1R4NC (ilAt EACH 90E 6 1ARIA S STABIRER PiATES ARC REaiEEO ON 90[4'ALL ANwaRs ANO LlkOnpNk Alplats Qt N naRDA RE OLIV R14F Ix ETfECO{E YARa 2A 199i EN ia;, , y'• C :' �;PI ��•.,`�/ r : � : ,,.• !-.., ✓ et, ^ • S• •• - .�'] ii �f `>• ',�, • : fi^ •'•.,:`'f r alo? : ,:�`` 'e,Cfun,'••••••-•. DAnA AIrEBvw APPROVED BY xfas 25,2006 INC. wmwwuu.nurao xo� m"�""�'°""m WETMsr�xwrms JACOBSEN HOMES ® P,o. eox ase NOINtJ@ ,ram �*�„��/1p=� Y�It yAlp/ACNtl1G ATic'�It11mAs � D,IA.T. DATE- 12-11-07 REV. IETIFR mA c nne NORM. SPAGNG ROOF TO ROOF ATTACHMENT SECURE 9TE INSTALLED ROOF DECNJNC SITE INSTALLED 7/16' YIN. ROOF wTH 7/16' X 1 1/2=X-16-CA-STAPLES- - - - DECKNG SECURED MTH 7/16' Y 1 t/2' (12) EACH SIDE OF MARRIAGE LINE TO X 16 CA, STAPLES, 2' D.C. MAX. i0 EACH 16' O.C. RAPIER- EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOjjp1ALIGN MTH 11' YBL SITE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING' SITE INSTALLED RAPIER i0 RAFTER BELOW. FACTORY kISTA-:F.D SEE NOTE /2 --/ BE RIDGE BEAMS 18• EE NOTE /41 A fl D�A CROSS-SECTION REF. PG. RC-07-0044 NDS01 SECUREI. EACH 16' D.C. RAFTER. TO RAIL BELOW WiH 2-/f0 % 4 1/2' $CIm AT EACH RAPIER END. 9TE INSTALLED PITCHED RAPIER TO ALIGN WITH FACTORY INSTALLED RAPIER. (EA. SCREW TO HAKE 1 I/4' PENETRATION YIN.) 2 ATTACH PATE LIE RAPIER RALS (OR RIDGE BEAMS) wTH 010 % 4 1/2' SCREWS 9' QC MAX SPACIVa 1 SEE AD-FA-0020 FOR GAP TREATMENT BE1YhDl SECTIONS. FACTORY WSTALLED RAFTER (CENTER SECTION) C-FS3 - 88.01 EXPOSURES John C. 006E10n, P c. 1C2 Enginoeling• Inc � �OA1RE5 (no MPH) 20 PSF ROOT 10 PSF D.L. APPROVED BY Jlm 09,2006( RAl11LL YriAQfAo 11D! ' unfTAnrnDA Air frmnurAAn ® JACOBSEN HOMES PA BOX 36O SA1ElY HARBpt, FLORIDA 3/695 3V077A:L• YAM fROGf9rA�DDUwOAIE � .w[u... � AiACO1N WiQyf 6 ar0]f111 WII�ACA•rr R >i101 YApWf DRAM at: O.A. DDAL06—oz-06 IT/. ILTIR au RODE TO ROOF ATTACHMENT ORAL �; AD-PR-7002 PRONE (737) 716-1138 41 ppip/� w rpmObl .. -•- -' - - - Du 21 2 X 6 OUROOKER le O.C. MAX BETIMEN ODUOKERS X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE. RAFTERS TYP. 16' O.C. 4a- 2 X 6 OUILOOKER 19' O.C. MAX BETKEN OUTLOOIERS ALL OUTLOOXERS SHOW ARE 2 x 6 SPF 13 FLAT -2 X 4 NAILING BLOCK YIN. (3)Al 3D X 5' NAILS FROM NAIUNG BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND M.N. (3) .131' X 3' NABS FASTENING FASCIA INTO END OF NAAJNG BLOCK SEE CHART FOR FASTENING OUTLOOKER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/LDN..131' x 3' NAILS OR MIN. 7 6- X 2 1/2' X 15 GA. STAPLES IV O.C. MAXIMUM INTO TOP & BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUILDCKER �- 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY W/IDN (5) 7/16- X 2 1/2- X 15 Gil NOTE STAPLES OR YIN. (3) .131' X 3' NABS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) WRIXAM TO BE MM M FROM (TYPICAL AT ALL CENTER BRACES) Muss OF RE ORRE 1RUSSES LOCATED N UE DEW PER FASIEIFR OMR1 SIMME TRUSS ONLY RE" 0UIW OF 3 Fr. AREA SS MAY BE OTHER SDE k NDS01 11. 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 DUAumY: PEW MTOt A31 PD NNL 5 1 1/2' 15 GA SFAPIE B 1. le SOFA 2 1' (DES.. T" WROOER FASID♦ERS MAY BE NSfAIEED TRNDZOW 111 FROM 70P WIN DON F PDEOM ALL EXPOSURES 5 MANFABED. (110 MPH) 20 PSF ROOF C-RC-197.01-197.02 APPROVED BY Feb 05,2008 ON141KC. John C. Doe&-n, RL. FEDE Y. M' c9xsmlcRarl Ara sAFE1v sluawos K2 Englneerng; lnc. JACOBSEN HOMES ,M6E9EORx%maAW MAIN BE: D.A. DATE 1-29-08 REV. LEM P.O. BOX 368 mum AE aMD,YL PRO omr,, Me uwwmDAI MAlems OF AACOm MAIMFACKM Wurae TMAE END ZONE n Ac so ME PWVM 10 ME RAPIER OVERHANG ASSEMBLY /-i SAFETY HARBOR. FLIXODA 34695 PHONE (727) 726-1138 RDmMMrIMTM" F=RMF=AMDMiWK Im WOOL AM SM nNM OMM DRAWMG MDM M AD-PR-7003 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION TYPICAL CROSS SECTION SHOW TIEDMS DP. RO N FIGURE 10.0' TIP. MOB ALOE IS AR W Sam= mam arm A Ia NAT vmx& FIGURE 10.1 aoe1M Sim s Fw RAMAr 1m1t 1WlNIDE �/� (I10 MPH) 1 20 P¢ ROOF 1. SEE AD-A-006S REsAOMc TAMES•�O: `F�tFlC,jr 0i APPROVED BY L SEE AD-M-M FOR OIAMER OF LOAIDOAL K-DOW SWAPS IXOM 0 3. SEE 010 OE7ARS IN k9=9 00) OIMMY AND 011WR REMNSWIS 13,2006 • 6 f' 4. SEE NLL AOMCUM ►aR ADM OK PWMDIMS. � S za+E 7/Ep'0911E Y N• MAMA MMDYM . ZONE 2XPOK v: 2r HAM.qNP C. ZOME 3/DP09RBN 'C: -YAmW HOaO . A .- FMEYI WMiAILTAWDRaAW • �' il: 13• YAIDMN NDDn . . 61MaaMA 1M&AFERMEANDAM FOrIC 3/DPDSIE4 � �i •.. ACr P: � kA m R A. XLSDF.Ot1C MS ARE BASES ON IP ROOF MOE MAX Ha TOR• MAX • FOR;� SDEWNL x1n1L +4C�a�Tr.._•::1G� --a .. JACOBSEN HOMES N01= "AA wR..� "' F4a ¢r�rc ® RRz L mw"lOW $ WWAMCR AAE R.R. 11-28-(l6 OM7m ARr mcco I. W Actme g4MC IRE PA twz Sae MMOMYf AI "�111 p10M E FIGURES 100 AND 10.1 AC WJOr WARMM} u MMWI to r 9AFEMV (%. FLOWA 34393 m,M,Pq WmrcMMWOwr®t CU MMMARMR PHDNE(ni)725-113M-orm.mvawMmno+wm AD-TD-0066 22 ra ADDENDUM�1C+� 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES 5EE 0 1p'1 ZONE II & IH/EXP.. C & D 10• LONGITUDINAL TIE -DOWN SPACING TABLE LAIN no ZONE I I ELAND ZONE 19 tp FLOORItt AHOa aItt AYOTO r�Ct li�� MDIH �; �0ff Arco a oo ff rrau 1 24-U 1 2 1_ 6T 1 3 1 45' 1 VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE MIN. MAX - VAHD ZCOE I WIND ZONE 19 FLOOR 7ADTH EAVE OVF10iANG . �AQm CL HEAD Lao MOM ME PAW °�� AN am WE 6'-6, 1 315DI 49' S'-4' 3I50 45 6' 61-8'. 3150 49' S'=4' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 1 LARD ZONE m FLOOR AIML01 att AUDIO WIDTH u SMn 0 a ry,Co�� LD�L sEctai 1 0 2S-4' 3 4T , 1 4T VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE NIL MAX I WILD ZONE I FLOOR EAWE SPAM 0-HEAD INDIH OVERHANG Wawa WOE Mu . - 100 MAX SMVAL. SPAM 1 OBL 1FJ0 lOAO n^. , Epp 43' 4T WVDZONE KIM (110 MPH) 20 PSF ROOF 10 PSF OL MISS: .:Q �� DAPN APPROVAL O 1. $EE FURL ADOE W FOR AMTRORA REOUSEMUS a �� Gt�'ETF.A.,y�y .: APPROVED BY Z SEE AD-ID-OON FOR VAAVOM FV HEOM REQJM FOR THE LO TADMARD ABOVE. lNf/1�3,2006 Dea ' y u.ATE QF i aoEAEE NANrFA(TIAFA NOSE 1: kc'•-:0C 0R10.:.•'��4�.a. mutAna ncss,mn,nowms xancs �oEG2 ® JACOBSEN HOMES IIESE SPFOIIGI N6 AIO LRAFNGTAIE 0smra Nm ?f" A1O'NitdM RLL Box 308 NAII oP � NANurAeAe� S,VETY RARliOR, RCRWA ]r69! �rprfQVujO Aw =Am �R FNONE (727) 725-113e Iml momEu Na %am rm owm 11-28-06 ON SITE PITCHED ROOF DECKING INSTALLATION rrr. nvx rNANmu EC.... D 16' ON CENTER DECKING - TRIPLE WIDE CENTER SECTION PEAK _I —_I SITE INSTALLED DEWIG ON PRIM7- MISS SECTION & REMAMDER 11 NO BLOCKING REQUIRED BOTH 0uTSDE SECIKNS (2 FULL AT CONTINUOUS PANEL ROWS OF SI(EAillllG) SEAMS BETWEEN TRUSSES ILS TO'ECURE TCHED TRUSSES FSHEATHING TRIPLE WIDE MARRIAGE LNE -----REQUIREMENT VM[N. MANUF. INSTALLED DECKING TO HERE APA RA7M RIVtr Rm('IOND (OR EQUAL) LS 1WNOZONE Y ALL EXPOSURES (110 MPH) 20 PST ROOF 10 PSF O.L NOTES: DOW APPROVAL DARA APPROVAL 1. 1/8' MAXIMUM GAP AND 1/1V MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 v{ Revised SPAN RATED) DECKING (EQUAL OR BETTER). John C. CO �S^:, "3:= Oct 29,2007 3. OTHER TRIPLE MADE SECTION (NOT SHOWN) WILL BE THE 1E1C. �I1�I(`. SAME DECKING PATTERN. FEOEM N UFACnfto NONE 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 CONSTRUC110NANO SAFETY STANAMS GA. STAPLES AT 3' O/C EDGES AND FlE1D JACOBSEN HOMES 16mspu1Gx106aAMA1AMMIN OMM° "� O.A. Wte 10-24-07 "fl'''n'R tlIONAL PF071 M, AM mFm1Ma dunc t1Re AP.O. BOX 368 RUEN&S orUcam RMFAORFDC SAFETY HARBOR FLORDA 34685rllvr3 Ft Wm NAIMU ARE IRRM 10 N ON SITE PITCHED ROOF DECKING INST. PHONE (727) 726-1138 RPTWWFEDO& SW NCO: One. pGMlc MR�t AO-PR-7004 58 23 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SQ. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF / INSTALLED AT MANUFACTURER } TYP. ROOF INSULATION CEILING PANEL CENTER SECTION (FLAT MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: E INSTALLED CENTER SECTION OF ROOF OVED BY INC. Revised oat 25,2007 MANUFAMURED HOME MIO [LION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE RE5E9E6DAL%MSA9DRAN5AM OMIQUL PR"ETARY. AM EQNTQENIIAL DRAW BY: O.A. DATE: 10-za-o7 REV. LETTER: ` DRAWING TITLE P.O. 90% 366 m MATNeALS 6 JACMN IIANUFAClur�G/1--1\ Dc yrol M A7UMS ARE mowm m T c SITE INSTALLED PITCHED ROOF VENTS SAFETY HARBOR. FLORIDA 34695 fEMW FOR SKM KEPW NO MM ff DRAYNG NUMBER' PHONE (727) 726-1138 KEPT fGIFMIIAL AND SEW 001 DOERS AD-PR-7005 ADDENDUM TIE -DOWN SYSTEM I TYPICAL SIDE EDA11ON SHOWING 11E-DOWN SPACINGS RR 0-10-00 TAOE ' IS WID-WO TAEIE n 1- FIGURE 10.0 TYPICAL CROSS SECTION II III SHOWNIG TIEDOWNS TTP' RM SM-7 TV. MiGM ME ?Am " FIGURE 10.1 VA TOE S IOl L YAOIY NBIM AEOIDA AiE� YENDZONE ■ (110 MPH) 20 PSF ROOF 10 PSF D.L Sv- 1S1_ol- l8, 2? NOTES "• d ++�0 CIF �� DAPu Am, PPRo` 1. SEE AD -ID-M FOR SPM24 TAM � ;vi�P '�� APPROVED BY 2 SEE AD-ID-0110 FOR GINFTY OF LONOM AL X-DOW SR MS REQMM - e d 1 SEE OTHER OETAIS FOR ELOOWG (FE7A) auANnn AM on[R flE0uHF1O17S .. I 4. SEE RAL AODD111IY FOR AEIOIIWNAL REQTIRETAENIS rP 5. ZONE 2/bF'WX Y': 30' YAI(HM NFIWT + u Z01E 2/E7P03EE V: Zr YA7QEM NFIQIT i � •� � Q 1 ' c,.N INC. ZONE 3/E7P69RE V' W YA70111Y TOWT ZONE 3/EIP0911E V: 3Y YAMMUM HOOT • ••. `OR{a, • •� C/ • . •, FEDERAL MANUFACTURED HOME MA SAFETY SfaVOiJiUS 6. ALL SffLi1G111MS ARE BAffD ON ffi ROOF ANQE YAL ,S �ED N +++ ,�.. FANSTRlICI1CW lilt f 5 `1f A JACOBSEN HOMES N°'�` "`"� �` M.T. """ 07-20-04 '�""'�` IM11MU AM CF JHOF3 AMo QUAC1i AR — — OawAL FAIWWM. AID m1mLUL OMIMC 1111Ei•• P.O. Box 36a Mt SICH of +� lO EAexO�Ae TIGURES 10.0 AND 10.1 SAFETY HAROQ6 FLORIOA 34695 ILG 9101 WIFAY3 A[ PION 10 TIE NLIMOb PHONE (727) 725-1135 M m NEW mF'�` R~oI DEF,�n °A"*K AD TD 0084 24 57 ADDENDUM 'too 108" HIGH SDDEWALL TIE -DOWN SPA ING TABLES S�OA 0 t.10N 0 LO' ZONE II & III/EXP. C & LONGITUDINAL TIE -DOWN SPACING TABLE (+� UK WIND ZONE I WND ZONE 11 FLOOR IRE DIY. ANQIOt YIL DTC AXQIOL W0111 NO ff ANOE G 00 ff AROE �U O SfCIDNi LN a EA sFCAox URN. e 26'-8' 1 3 47 3 53' 57 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MN. MAX. NAND ZONE 1 WIND ZONE 0 FLOOR WO1H EAVE OVERHANG �1O1C D1. WA LOAD ANOIOI ANuu SPAM DIL WAD pppq ma LOAD 26'-8' 6• 6'-8' 31501 4T--50' 5-4' 3150 j 40' S0• 30'-8' 6' V-8' 31501 40'-50 5-4' F 31501 1 40'-59 LONGITUbINAL TIE -DOWN SPACING TABLE j� MIN. WE ZONE i NIND ZONE III FLOOR FA LIG ff mom ANgE ml (a. EA f1O OF Almm ANGLE WDTN swu O r� MIL 9 EA SECOO! IRL 8 26'-8• 4 41' 4 57 +� 30-8• 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN MAX. WN0 ZK 1 WND ZONE M FLOOR METH EAVE OVERHANG SPAM L0A1D� AMM MQE SPA= ML Amm ANGLE Inn 26W 6' 5'-4' 31501 4U-50• ' 4'-0' 31501 40=45' 30'-8' 6' 5-4• 31501 1 40'-50• 4'-T 31501 40=45' LLINDZONE III (110 MPH) 20 PSF ROOF 10 PSF ELL REF CALM +�.7AIPC,1. NOTES: �� C) LL ... ::..'•_ y DAPIA APPROVAL L SEE POLL ADDEIM FOR ADDITIONAL IEOWREMENTS ��SIF1Cq,._ y r. APPROVED BY Na 0045484s 'P 2. SEE AD-TD-M FOR MAXINAN PER WfTS REOUFED FOR THE Low rANIAAIFD A901E=N e-41 ` INC. 'iJ��r •••.....• ��c-„ '•+,�EkEDENG+.'' FEDERAL MANUFACTURED HOME CONSTRUCnDNAND SAF-ErySCA`OuuS ..+ JUL 2 7 200A JACOBSEN HOMES NOTECF2 UMSPEMtA SA1 MU=MIC NBr M.T.I DATE 07-20-04 W'LETTER; P.O. Box 36B ImvIAL MOPRE Pall AM GOMWNM wTUa" OF MDOOSOI MAN FACROWs W_ RICH MAWWN] ME FROM 10 THE DRANK D➢E 108• HIGH SIDEWAIL SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 MMM FOR 95011c PUPOO NO kW rs MPF CTN ItuF NO 5030 FWW GM& DRAWING NRI9DN: AD-TD-0083 ROOF VENTING MARRIAGE HALLS TIP. Im sa n CUTOUTS FOR rpTUTxN a RDOF SECTION ' (SEE OURI r1R REO KNTS) 100 SQ. IN. CUTOUT VENT HOLES REQUIRED IN FLAT ROOF SECTION (16n x SECTION LENGTH CUloul Na sc 0 to IV-6' 1 154' To 31•-.T 2 311-Y To 461-W 3 46'-tU" ID -6 4 62-6 ro -0 5 MARRIAGE WALLS FIAT CENTER SECTION OF ROOF FACTORY INSTALLED MARRIAGE WALLS LOW VENT LOW VDIT Y_ Y- E •SO SO, IN. VENTS RP'L IRED . HOVENT 1N SITE INSTALLED TRUSS SECTION HV I___ ______ _ \ r_�I `CENTER LINE OF CENTER SECTION Imel ■ 9Lcm LUCK INN 101! too NON TEN! NK IIOW 3N- N14f- 1 NOW W-W TO ffi 1 7 1 (A 9a o 7 u 90c A A ID COMM *HIS Y-1I TV- 50 Sa IN.ROOT VENTS r_,I LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT ROVED BY r PJUN10 INC. DRAWN N: EAT[: REV. WIER JACOBSEN HOMES KSESiancAvo6�NI�ONWA.tsANE R.R. 01-22-04 aeaul Pw*CIAWr. Alp Co/mIWW. DRAWING WDL• Wlows a APcoasm ■iju1. T Of P.a Box 3N B K 2C H w1OmLS AM FWDI� To I. ROOF VENTING SAFETY HARBOR ROMA 34695 R UNDIT IM 9= PMo09S OW n61 t DRAW" NAHR PHONE (727) 726-1138 a" mNmnW NO smWT IWm omm - AD-PR-7006 56 i PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT (SEE DETAIL 'Al E INSTALLED-CEN' SECTION OF ROOF SITE INSTALLED VENT `EXTEND FLEX DUCT 3• ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PIPE 3• ABOVE SHEATHING SECTION OF ROOF PLUYBNG VENT (FACTORY INSTALLED) TV. CONNECTION TO VENT FAN. SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS r— SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3- ABOVE ROOF) (SEE DETAIL 'B') FACTORY INSTALLED FLAT CENTER SECTION VENT CAP (OR SOLAR CAP)� EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4- 8D NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. SITE INSTALLED FLEX DUCT SHEET METAL SCREW @-"&'—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' PLUMBING VENT ROOF FLASHING (SITE INSTALLED) —VENT PIPE (SITE INSTALLED) (SITE INSTALLED) VENT PIPE (FACTORY INSTALLED) DETAIL 'B' ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOVANG-TIE-DOWN-SPACINGS �� i�i L�IIJJ= — ��ri f = rIf_o ilt L OFSET SECTION OF MIT I w H 1m w I u FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR W NI-wmj MWL w No- IO-WIO IIML CSEE c-su- (6.�i-16•F� SECTION NOTES' DAPu APPROVAL NOTES: EHONE((�AY1�1(A1 \STEq' `� �% OM[A APPROVAL' 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. 1. SFE AO-TO-OOBO FOR SPACING 7ABlFS (OFFgT $EC110N ONL7} j V:••��G No. �O •••: , r1 f-' i'.':_)Ii • Li ,� 2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. APP OVED BY 2. SEE AD-1D-OD30 FOR OUANITY OF LONONdAL IIE-DOAN STRAPS REWIRED. a e 910334 , 1 EXHAUST DUCT MAY BE RUN 7HR000N EITHER A SQUARE OR RpFND=': - �J(�i (OFFSET ACTION ONLY) HOLE CUT N ROOF DECKING, JUN g �•"' ' 1 SEE OTHER DETAILS FOR BLOCKING PIER QUANTITY AND OTHER RiOWRN[NTS * ' :.w A :` A Lip n 4. RANGE AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPUCED WIM ( ) g'o • SEAT : ! .3 ALUMINLAI TAPE AS SHOWN N THE DETAIL ABOVE. 4• SEE AD-TO-0001 FOR ADDITIONAL REOUREMCNTS 9 •'.. '3 ' 5. SECURE SITE INSTALLED PLUMBING VENT PIPE N70 COUPLER TWM , •'•.'T' �.'' `' it i APPROVED CLUE INC. FEDERAL UFACTURED HOME EVERA- A'.AfR;E.ST0F(')r.Ci::E _ CONSTRU1HN ANDSAFEtYSTANDAROS �14F �� NSi RUCUJIi A;rD SAFEIYST:,7D.:�JS NOTICE DRAIN BY: ATE REV. LETTER nonce DRAIN DALV. LETTER: JACOBSEN HOMES xx 1PEDIICATXM me DRAWW'GS ARE R.R. 5-9-01 JACOBSEN HOMES D[SCSKCMT05AMDMVINCSARE R.R. 01-23-04 ORIGINAL PROPR TAT ANDCo[DaTHL ORXXAAL PROPRIDART, AND CO FDO1➢AL DRAWING BILL-ATAIWAS O 4commI 1uMfACTUNIC dIAMNG TITLE: — NATONALS a JACOM NAWACWXhNG P.D.voBox 36B FIG. 12.0 P.O. BOX 368 I FL 91a MA10PAS AIM RNWNO TO VG �� Nc sT of wTisws ARE PRDYD[D TO THE PITCHED ROOF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 REMENT FOR 9<Or; PAMS AID MIM ME ORATONO NUIBER SAFETY HARBOR, FLORIDA 31695 NOO11 FA %[am MVB AID IDSI RE DRAWING NIAELR PHONE (727) 726-113B NAT TLIp11WH MD SECRET IFOA ODM AD- TD-DD82 PHONE (727) 726-1138 UPI CONFMIK NO SECRET MON OWD¢ AD-PR-7007 26 55 I ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVA➢ON (W/ OfM SECVON) SHOWNG tIE—DOWN SPACINGS _2PFA _ ,�i _ 2r■12rmj MCI 'i' nv' iri •i' i u i i i I FIGURE 11.0 SIX TT M 40 wD 92=71 TB -DOWN WWD _CI DOWN FM HOA Yl--�NCIXR MOLE cq" If(-, 16•0l-14.a NOTES: I. SEE AD -ID -OW FOR SPACING TABLES (OFFSET SECOOL OL4 2 SEE AD -TRAM FOR OUANTY OF LANU7UOIAL TIE-IXAN STRAPS REQVROX (ONSET SECTION 010 3 SEE OTHER DETAILS FOR MUNG (PEN) GUMITY AND OTHER REOINEEHTS. N. SEE AD-U7-0001 FOR ADp1gNAL REQUIREMENTS. S ZDE' 2/01POSU E -C: ANY MAM N HEBiN ZONE 2/EXPOSURE V- AO' MDOAIM HEIDR-36' FOR 12'-0' VDE UNITS ZOE 3/bPOS RE V: 1/' MAXIMUM HIM ZOE 3/DMK V. 10' MAMUY HOGHT JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 E .__. � AXOIdI ANOE� R FIGURE 11.2 ��-g° ^,'9;08 N FOB 113121M 1(B-DOU 181H011 CIil04: NOTICE , "? R TIESE 9iOFICAIIMa AID DRAI16S AiE DBWAL. PRWWAIRG AND COIR RIAL MAIMALS OF.IAWBMN MAMIPACIUIM PIG WIN MAMM3 ARE PRONE® TO Ill NOW FW SPt It RBOD3 ND MBT H DPP f01001UL NO SIFET RIM OUR& m JUN 11 INC. rAT ED HOME FETYSTANDARDS04 j N.Y. LETTER* FIG. 11.0, 11.1 k 11.2 A ;1 11 11: SITE INSTALLED SHINGLE AND UNDERLAYMENT 15f FELT TO HAVE A V MN. OVERLAP AND A MN. 6' VADTH OF ROOF CEMENT THIS ALSO APPLIES TO ENOLAP SEAMS FIELD INSTALLED 150 FELT MIN. INSTAIM OVER THE FACTORY INSTALLED IAFEERLAYIE)(T NTH A 6' MIN. OVERLAP AND A MN. 6' WDTH OF ROOF CEMENT. 15/ FELT ALSO CEMENTED NTH A 6' MDTH AROUND ALL PENETRATIONS OF THE LNDEI3AYLENT AND PERIMETER OF ROOF. CHELD INSTALLED IiDOF SHEATHING (TYP.) \ G NDTH OF ROOF CEMENT MEN OP71ONAL 151 FELT IS INSTALLED. I � I OPTIONAL LAYER J -I I 1 I FELT ONE -REM SOW � UMIFRAIDENF ROW SMFAUi1O (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DEMING FOR UNDERLAYMENT OVER LAP OF 6' MINIMUM. io FASTENING DETAIL VANDZONE ID (110 MPH) ALL EXPOSURES NOTES: AAA ilAR Arrnur v un •rr Tu 1. CEMENTING OF OPTIONAL 15j FELT IS NOT REWIRED IN ANY AREA APPROVED BY EXCEPT HERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED ARE .UST TO HOLD HIT IN PLACE UNTIL SNINCIES ARE INSTALLED.) y�,�y JOh (/"�,,�jand3n, ' Oat 29,2007 INC. 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ EngincC:0,19DA, 1TTG. R:TleRALicRon Nm w A`.cr11Dv.Ir sD IroML raNDanDs ONLY BNEN SPECIFIC APPUGLTIONS ARE NOT COVERED. JACOBSEN HOMES NOVICE 1HYssEOIG,XP6ADMMILSAIE DGNN BY: O.A. DALE to-2a—o7 IEV. IE11OC a lmm. IM WMM' OF JACOBSfMM IIAIVACIIIOID n DRARIM TIR1E. P.O. BOIL 366 Me Sm YAHM A NDIOFD N M SHE INSTALLED SHNDE AND UNDI AWENT I i - SAFETY HARBOR FLORIDA 34695 PHONE (813) 726-n38 REDO RDI SIM RPM ND MRI E OPT Ica�eDIRIL MO 9RTEi RR01 O710S NNNG WINE R: OR AD -PR I _. 54 27 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER FASTENERS AND UNDER ALL TYPICAL FIELD INSTALLED RAFTER SHINGLES OVERLAPPING THE ROOF FLASHING. .105' X 1' MINIMUM ROOFING NAILS OR .113- X I- MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR COVER ANY ROOF VENT FLANGE BY SECURING FASTENING FLASHING 70 ROOF. THE SHINGLE TO THE FLANGE AREA NTH ROOF— ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. NTH NAILER FLANGE. SECURED TO ROOF. ON 70P OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. WITH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER NTH SHINGLE TABS SECURED NTH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. NOTES- DAPUL APPROVAL 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1- X 16 GA. AF ROVED BY STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). JUF4 fl 0 INC. FEDEI AL MANUFACTURED HOME CONS RUCTION AND SAFETY STAHOARDS JACOBSEN HOMES NOTAm AID AIR IXMTM BY: M.T. DATE 02-04-04 RLV LETTER, IreIU%X IROFJRCAR; AID CONE DKI lL PRWRIEUR ORAIITLC nnC- P.O. Box 368 „ ACTII1TIN MAIOMLS ? AVXA RE RDVOM TO IK K slid KA¢AULI ARE ARpy� TO pE IMP. FLASHING INSTAILAWlk7 SAFETY HARBOR. FLORIDA 34695 KOMI FIR 9I3C FL04WS NO R6I 4 DRAWING INIMBER-. PHONE (813) 726-1138 I®1 cmvl"Y An 40CI raol 00RL AD-PR-7009 ADDENDUM A S�'' OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MI(, WIND ZONE I WIND ZONE A FLOOR IR DTE MOW ILL all. MOW EA, A OFAaaE umor V FA SECTON m IK 6 U EA gC101 hall 9 K 17-0' 3 4T 3 61' IS-40 2 54' 3 41' 15-4- 2 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MK MAX WIC ZONE 1 WIND ZONE II WIDIIHH EAVE�LOADD OVERHANG SPA= HEAD�LOADD mm mu SPACWG WA ANOIOR ANAL 12'-0• 12' 5-00 31501 40' 4'-0' 31501 39' IS-4' 12' 54 31501 41' 4'-0' 30001 40' 15-48 12' 1 5-0' 31501 43' 1 4'-0' 30001 42' LONGITUDINAL TIE -DOWN SPACING TABLE MD(, WI1D ZOFE I WPD ZONE 11 FLOOR Nl an AN rl AxwET WIDTH FA DID OF M 0OTT. FA END 6 ANGLE V FA SECBM ( ILL a FA SEM IK 9 12'-0' 4 45' 4 60' 1yo IS-4' 3 45' 3 6T 154 3 45' 1 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX W1N0 ZONE I wm ZONE E �wxs In unlit ANaE �Aalc OIL Axwoa AleiE FLOORWDTH OVERHANG 12'-0' 12, 4'-0` 31501 4T 3'-0' 30001 36' IS-4' If 4'-0' 30651 41' 3'-0' 3=/ 3T 154 12' 4'-0' 3065# 43' S4 30001 41' NOTES: f- - CALLS, C-$D- j.6 r,Pl- 14' 12- ENGNEER.+A;P1gvAcC WEE cws C- 0- 17.G - I. p4.,,,,, � O� I1 l7r Q OFFSET SECTION NTH THE MAIAAGE LIE WALL oamDERG w DID SEE ENWALL OF THE ADAOHT SECTION MJST ICE TIED Dow AT THE HARRAFi LK IN ACCORDANCE 9� �•• ?l�,S�T �F�C.9r�,�yy }+.i D BY WITH THE TABLES AWL THE SAETMALL SIDE AND THE ADAMT SECTOKS) ARE TO ; O F ; • BE TO DON N ACCORDANCE WIN THE NORMAL SPACING TARES (SEE AD-TD-0010 JON R FOR IY-D' At 13'-4' NDM AND AD-M-WO FOR 15-4' FIDES} 2 SEE AD-ID-0001 FOR ADDITIONAL EEMAIGIERTS ' # �A � AT INC. 3 SEE AD-M-OOBI FOR YAMM PER HEIGHT REOWOD FOR THE LOADS TABULATED A Q .- `ORilDt • AM •; y`�4A'� •+L�+`�l�•T- MANLRC111R®NOME JACOBSEN HOMES TFS>PEOXAAQ6�A1&OpM �� + : DATE* 6-8-04 REV. ""°� P.O. Box 36B �+M• �+'• wo YA76 "� Rs 4AcaaaTl 11wAs RIG SLUM W10UL2 FlE A ORAMIG TITLE; OFFSET SPACING TABLES 1 ORAIENG HIEBER AD-TD-OOF10 - SAFETY HARBOR. FLORIDA 34695 PHONE (727) 720-1138 IOYf OWF®IAK AIO 9FOE1 1' 53 28 l ISPACING SPC TC-N -DON AM IE-DDN9'L W-DOWN 6PAONC2l MAX PER AD_ID-WIZ TABLE PER AB-TO-OOIZ TIRE PER AD-16-0012 TARE PER AD-TD-02 TABLE PER ADTV-02 TARE MAC FIGURE 10.2 SEE FIGURE 20 FOR ALTERNATE TIE-DOIFN METHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS FLOOR 7STSTEW SET NOTE 5 FOR YAAMN New MANGLE J NxRgt AMEE ANGLE ANM" I FIGURE 10.3 VANDZONE III OF WICK (T� (110 MPH) SEE MORE 20 FOR WERNATE 12-DDIM YETEU 20 PSF ROOF 10 PSF D.L REF. CALCi �` (,(� - q z. ar ' 9 Z • %s NOTES: OR �l ..,��' DAM APPROVA ,. SEE Ao-To-aoTz FOR SPRUNG TARES AND NOTES. �rzl:'Q`i No. `c0''•• APPROVED BY 2 SEE AD-M-0072 FOR OMRTY OF LON0IUDIAL IE-DOWN STRAPS REQUIRED. 910934 '- 3 SEE OTHER DETAILS FOR IXMW (PER) OUANTTY AND OTHER REOUNEYDITS 4. SEE FILL ADDIMIY FOR AORTIONAL REOURELENTS _•— - 'q '• STATE CF W AINC. 5. ZONE 2AL7POSIRE'C: 56' MAIDIIUY HEIGHT '9•' ZONE 2/IDPOSUE 1). 56' MAXIMUM HEIGHT DIAL•'' ZONE 3/bPOSLE 'G': 56' MAX" FElfilT%' -&-* .. Z�p� •.. �G �/� '�� ,tqf,[ & 1 4 ZONE 3/DPMK 56' MAXMW Hoar s' A =4 JACOBSEN HOMES �IAD LEA ALE Y' M.T. DA,L 3-1-99 FEY. LETTER'TIESE DRAWING TITLE: FIGURES 10.2 AND 10. P.O. Box 36e CWMAL. PROPRIETARY, AND t@ILON A. MATERIALS OF JAL'OB4R WIAFACNRIRG " SAFETY HARBOR, FLORIDA 34695 .,c SM MATT9R ARE PRDM ED TO T [ REDPW MR SPO C RAPOiS AID, GE DRAWING NUMBER PHONE (727) 726-1138 FM mQUQ AMID 3DO FRM Pons AD-TD-0073 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: I. FRAME TIE-DOYMS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL DE -DOWNS ARE RECUIRED IN ADDITION TO THE FRAME TIE -DOWNS 3 VERTICAL DES WAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME DE-DCWNS AHEM A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RE95TING THE COMBINED LOADING. WhEN ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE($), A STABILIZER PLATE MUST 6E :11S1AL°ED IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPUED BY JACOBSEN HOMES (10 BE %%L'ED BY OMENS). 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 DES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE DMRIOR WALL OF THE UNIT. 7. STEEL ANCHORING EOUIPMINT EXPOSED TO THE WEATHER SHALL BE PROTECTED YAM A MIN. OF D.30 OZ. OF ZINC COATING PER SOIIARE FOOT OF STEEL B. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SDEWALL HUGHT OF 8'-0' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -RIDE UNITS W/ 90' SDEW'ALL HEIGHT ONLY). 9. LONGITUDINAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH [-BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6. 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUDGE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NAD(NA.LLY 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 AND TYPE OF SOIL IN W10CH 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 FURL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNRNG OR SEEING FORCES 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECUED FORCES IN ACCORDANCE VAIN TESTING PROCEDURES N ASTM STANDARD S'ECITCADON D3593-91, STANDARD SPECIFICATION FOR STRPPPIK FLAT STEM AND SEALS. IS. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, DWS L5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS LUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONQTUXW 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 REOUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). IB. ALL Fl(URtES (DETAILS) SHOWN IN 1HIS SECTION ARE IYPICALS ONLY. REFER TO THE AFPSOPRIATE TABLES FOR THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REDUKLIENIS. ALL BLOCKING DETAILS CONTAINED WITHIN THIS MANUAL ARE APPUCABLE FOR All ZONES AND ALL EXPOSURES NO_ • TES ERaNEER'QQN1t u D „ DMA APPROVAL ` .� O . G\STE ' '•.cc �'�� ROVED BY to-,--4'�J THESE NOTES AND DETAILS ARE APPLICABLE Q No. O': FOR WIND ZONE li AND/OR WIND ZONE III. THEY = :' ENE810 571-1 5 > ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = ,� INC AND EXPOSURE W. SEE APPROPRIATE TABLES FOR SPECIFIC INFORMATION ON EACH. TAT4_ NOTICE •'ry,NI uwin&w C.L.Y. ��,•. 5-19-95 �. JACOBSEN HOMES nas L PROMOGs AR9 gIAMRCS ARE n La— UATObA PADPA[ MY.OM M ooACTLIR A IxuTM+G nRL• P.O. BDx }fie WTDTAu OF ATEMLS ARE MANJ 10 Tilt TD-GENERAL NOTES AA T R.Ttwu ARE v. NO To ra SAFETY HARBOR, FLORIDA }A695 MOOR ID store scat/ /i0 Y51 R NAMING WNY9ER PHONE (eu) 7z6-t 13e AEPT talFnaTAr Aw soaT GAPII Enos AD-TD-0001 52 29 ADDENDUM NORMAL TIE —DOWN SPACING TABLES 1 ZONE 11 & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (�r MIN. WAND ZONE II WIND ZONE III FLOOR NH. On. ANCHOR MIN CITY. ANCHOR WIDTH EA a /HOE EA END OF ANGLE10 ('X U EA SEC SFGiION YB EA. SECTION N;X. B 20'-0' 2 36' 2 45' N 24'-0' 2 46' 2 60' 25'-4• 2 50, 3 38' 26'-8' 1 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE h WIND ZONE RI SPACING HEAD Low LOAD ANCHOR ANGLE SPACING DR. HEAD Low ANCHOR ANGLE FLOOR EAVE OVERHANG 20'-0' 12' 8'-0' 31501 40'-50' 6'4 31501 40'-50' 24'-0' 12' 8'4 31501 40'-50' 6'-8' 31501 40'-50' 254 12' a-0' 3150( 40'-50' C-8' 31501 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 FLOOR E Dn. AHa°t Y.O MOOR WIDTH EA ENDSEC a A. ANGLE EA END)O A. I D GLE w. FA scnaH YBL B EA YG11ON YIN. B 24'-0' 2 2 68' 10 24'-0' 2 70' 70' 3 50' 25'-4• 3 45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE W SPAONO DEL HEAD Low ANCHOR ANGLE SPACINGDEALREAD LOAD ANCHOR ANGLE FLOOR EAVE OVERHANG 20'-0' 12" 5'4 31501 40'-45' 4'-0' 3150( 40'-50' 24'-0• 12' 5-4• 315011 40'-50' 4'-0• 31501 49-W 25-4' 12• 54 31501 40'-50' 4'-0. 31501 49-50' 26'-8' 12• 54 31501 4T-50' ,,%% ulim, '-D' 31501 40'-50' NOTES, ENGINEER Q 4,� DAPIA APPROVAL- 1. SEE AD-TD-0001 FOR ADDITIONAL REOTREMENTS.G\STEfj •. ' �, e`` No. APPROVED BYE, 2. SEE AD-M-0011 FOR IIA)ULIUM PIER HEIGHTS REOURED FOR THE LOADS = ENEB TABULATED ABOVE. = 1 5 IM oF;�� N INC ... JACOBSEN HOMES NOTICE MSF AND DA.1xNDi ARC aMM1Ni ..%"D" C.L.Y. 5-30-95 REV.LETTER: P.O. BOA PROCADUIS aMOWN..PAaxutAAr. ARp mm0L1T1ML MATERIALS OF JACOBSEN JAWACTURIG We SUCH MATEMS ME PROVIDED TD WE DRAWWG TITLE: NORM. SPACING TABLES FLORIDA SAFEHARBOR. HONE(813) 726-138 UT CO COLT A 49 SECRET ik11 OTHEM DRArANG NUMBER AD-TD-0010 ADD- NORMAL TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D 1� 10 LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE 0 WIND ZONE III WIDE WIDTH IRE ID y.O a DR a EA SECTIONWL ANCHOR ANGLE B IDH ID O a Da a CA SEC110N INWOR ANGLE . WE. B 15'4 3 45 1 35 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVEi2HANG WIND ZONE A WIND ZONE 11 FAO °�� ANCHOR AROF SPACING °- LOAD FHaa µqE 15-4' 6' EACH SIDE 6'-10• 31501 40-46 5'-6• 3150( 42-47 T 5 +v O J LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE 01 FLOOR WIDTH k E On, EA FH° o to Qcna AN ANGLE ANL7E unE e k DiT EA DO a u stcna+ ANCHOR /ML7E EmE e 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVERHANG WIND ZONE 0 "NO ZONE III SPACING ° o� CDR ANGLE 5PA°NG ° oAD Ron Ma EACH 9DE 4'-6' 31501 42-50 4'-0' 31501 44-50 VANOZONE N (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. CALLS f w'A -92, of - 172 , [(, , uulum NOTES, I. SEE FULL ADDENDUM FOR AO)IRQVµ REQUIREMENTS.��' 2. SEE AD-70-OD73 FOR MAALOJM PIER HEIGHTS REOURED FOR THE LOADS . TABLUTED ABOVE. 1 MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEF'ALL NOT FRONT OR REM. 1. ABOVE TABLES APPLY TO I8/• BOOR H1DIN5 %11H 95 I/� '-BEAM SPAONG, 96' M OMUTI SOEWALL HEIGHT AND 6`•MAAIMUM SIDE OVERHANG (6. OVERHANG MAX EACH 9DE or UNIT). EPD` R OVAS T•Z[� �P; G\STEq"-. e : No. 40 •. 910334 L o . STATE OFINC. T : - . ''��iG`' D . 11 si ' • DAPIA MPROVALMM APPROVED BY rt4"'1""�K"R0 co'r na°°wma"'nmA JACOBSEN HOMES IS I P.O. R. FLORIDA SAFETY HARBOR, 26-li 34695 PHONE (727) 726-1138 NOTE EHH"` THESE L NDP1110N9 AND mAMNLS ARE DAlORKPRDgb[IW AATT ,Xj MNE MAICNMAS A AACOBSCN uuR/KTO WE K 9Tq YAlDdµS AR I9p1Q(D 1p M REC " f TOR 4COfC FUME 40 YIAf R KPT foiOD NTMl AA SECRET r GDAl2 BC M.T. °",< 2-8-99 REV. LETTER DRAWING nnL ' NORM. SPACING TABLES DRAWING NUMBER, AD-TD-0072 3 51 TYPICAL SIDE ELEYAIION SHOWING TIE -DOWN SPACINGS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGURE 20 FOR ALTERNATE TIE-DDIN METHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS I I T11P• Ram T1P. OP-mm FIGURE 10.1 So FIGURE 5.0 MR A6TEWR =-DOWN METHOD NOTES: 1. SEE AD-T11-0070 FOR SPADNG TABLES 2. SEE AD-TD-OD70 FOR Q ARITY OF LONGITU01AL TB-00M7 STWS REQUIRED. 3. SEE OTHER DETAILS FOR BLOOUNG (PER) QUANTITY AND OTHER REWIREYENTS 4. SEE RILL AODDIOUY FOR ADDITNAL REOURROTS S. ZONE 2/ AWX 'C'. 56• MAXPRAI HEIGHT _ ZONE 2/01'OSURE V- 40' YAMMUY HEIGHT ZONE 3/0POM V. 56- YAMMUY H0(iN ZONE 3/ POSURE V' 40' MAIOYULT KOCHI = SE NOIE 5 FOR YAXYW IEIOIf ' xLTE—� WNNDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. 1vA• 9/.G[•- 9/. / No. 910334 *' o•e I .o =. STATE OF i W APPROVED BY N A INC. NOFBMMWfKTrtO NOK �,-mAaorRowmn•uvca JACOBSEN HOMES '` - IIE4 SKCFICATWn Mo du xGs Ara M.T. - - ONONAL. PROPWARI Arm COfLd1Vl DRAWING TITLE 514119 P.O. BOX 368 Wi7p0ALS DP JACOBS WMF"`WRfIG FIGURES 10.0 AND 10.1 695 M_ 9" MATUMS ARE PRON01➢WUE SAFEFLORIDA cIXUWWG NUMBER: PHONE (727)26-1138 �mwm�Dm AD-TD-0071 . ADDENDUM�UR�s ALTERNATE TIE -DOWN SPACING TABLES ZONE I[ & III/EXP. C teQ� LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE 0 WE 201E 0 (V' SOON vN)7H WL MY. EA BID ARM AMLs ML Im 0. of m m mu9�n1 EA YIL a SW FEse A o rL e 23'-4' 2 54' 3 40' 24'-0' 2 54' 3 40' 264 2 60' 3 44' 26'.-r 3 Nr 3 4ir 4T 4 41' (SEE NOTE 14 FOR ANC40R ANCLE4) VERTICAL TIE-DOVN / FRAM TIE -DOWN SPACING TABLE YIN. MAX IWND ZONE II VW ZONE u SPAOArti � ANCHOR I4gE zPAorc I= AN0® NdE FLOOR EAVE DTH OVERHANG 12' 5-4' 31501 40-45' 54 31501 35-40' 247-0' 12' 51-4' 3150j 40'-45' 54 31501 3T-a 25-4' 12' 54 3150j 40'-4S 54 31501 r-a 25-8' IL 5-4' 31501 40'--45' 5-4' "NJ 35'-40' 30-8' 12' 5-4' 3150j 40'-45' 5-4' 315Dj X-C (SEE NOTE j4 FOR AN= ANGLES) DpF �� ENS �F,��'A 'o No 45484 �9 % uTk s T7 '_ :�'m REF. CALC. . C-TD - 215.01 - 215.20 BVWW APPIVOL, DANA APPROVAL NOTES: 1. SEE AD-TD-.= FOR AMMONAL RE011IRDIB115 APPROVED BY 2 SEE AD-TD-0011.E FOR MAWPER HMO IFGI= FOR THE I.WDS Jun 16,2009 TAOtLAIM ABOVE TO WWI � OILY. NIP INC. 3. TE-OM OM ON THIS PAGE APPLICABLE 4. NEM MOM ANGLE SIION W THE CHART ABOVE GYINOT E AOIfl4D, PeuRr rrMasAcnno rro� WMSIgICfgR Mo sA�En STARWDS NSTAIE0 AN APPROVED STAmIZER PLAIE JACOBSEN HOMES Wgl�A ONISMAM GRAN BY: M.T. OAw_ os—o�-09 LEY. IE'fER IATAwc ALTERNATE SPACING TABLES OML ' 1 mrmwmIIAL NA)pMe a A1OOW01 L4M=1 — P.O. BOX 308 SAFETY HARBOR RDPoOA 34695 TO IM v1 Rmwm eAEmmu a A0f®f f01 SAiDE Ni09F ND YET E DAM NUBF7! AD- TlN)OI 6.1 PHONE (B13) 726-1138 N®r Ctil®In+AD sfSY 01D10B9L :i: 31 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS 03 LONG.IIOPUL TIE -COWS FAAS IE-DOWNS 24' IE-DOIN SPA@IG TE-WSW SPACING IF-M !PWNG TE-DOMN SIAONC X-DOMI SPARIG 24' ua PER AO-M-00 TOE PDL N_ IUD_DDIo TABLE I m AD-m-0010 TAM PR w-11H0010 TABLE PER AD-llF0ol0 TARE LUJC FIGURE 1.0 SETS FIGURE 20 FOR ALTERNATE M-DOWN IIDDIOD TYPICAL CROSS SECTION SHOWING TIEDOWNS np• FLOOR SYSTEM T• ams-mm 7 OfAi9S NOTE 5 FO UR R YA URY H1GLIf Mm ARGUE ANOIOR ANGLE�J FIGURE 1.1 SF8 FIGURE 5.0 FOR ALTERNATE TIE -DOWN YEAu„ NOTES: 1. SEE AD-TD-0010 FOR SPAONG TABLES. 2 SEE ALL-TD-0010 FOR OURM OF LONOTMAL TIE -DOWN STRAPS REWIRED. 3. SEE OTHER DETAILS FOR ROOGNG (HER) QUANTITY AND OTHER REOLIREMENTS. 4. SEE AD-ID-U101 FOR ADDODNAL REIURELIDM S. ZONE 2/FV=RE'C: TD' MAXpNM HERRIT A- ZONE 2/EIPOAIRE T)': 44' MAXMUM 430T ZONE 3/EIPOSURE 'C: 40' MAIWUM HE]GHT ZONE 3/EXP091RE b': 36' MAXIMUM RFNM �J1y,(�p gpy� EHGLNEER`` "E. eQep'''D, 0MV\% &BY QQ�.• G\STEq .CCjL l�/A•' , •Q'� No_ ••• .<IM L 1 2004 _ ENE6703571 INC - I �O • �j '�� :.� Ar Noi sN[TrwvY ' P �'• 4 P, AtA 'i �iX`•'•�• 0%. �� •� Rff. CALCS: ''i'h,�s+S�Q•••• ��`�`` JACOBSEN HOMES P.O. R. FLORIDA „ SAFETY HARBOR, 726-11 34695 PHONE (B13) 726-1138 NO71C� T1EY SEQIGTIaIs AND ORATY,16 ,� WGINAL PRWRIETARY, AND CO MENTI L MA7177ALS OF JACOBSEN MATLFACTIRNG NC 9Aa1 MATDOR.S Ma T4T011OFD TO THE MMIT Fat 9 101C PJfQn NO OW GE PUT Ca MU&"smaTmotmTus °IL"1tl1 DATE C.L.Y. 3-27-95 KV. LETTER: DRAWING TITLE: FIGURES1.0 AN 1.1 DRAWING NUMBER: AD-TD-0011 ADDENDUM �Rljs NORMAL TIE -DOWN SPACING TABLES S��' ��& DN ZONE II & III/EXP. C & D 1� j LONGITUDINALTIE-DOWNSPACINGTABLEM Z IN. WAND ONE A WAND ZONE DI FLOOR lK III I ANCHOR MRL on 1,100 WIDTH EA END OF ANGLE EA DO OF ANGLE O EA SECTION UK B EA SECTION uLL B 3Y-r 3 1 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. AIAX WIND ZDAI D WND ZONE ID FLOOR EAVE WIDTH OVETHANGWAONG DB o�KAD DBIL HEAD IC R AA!E SPArnc ANCHOR ANGLE LONGITUDINAL TIE -DOWN SPACING TABLE EON. VAND ZONE 0 YAND ZONE 11 FLOOR 101. Ott. AH7RDR ux OTT. ANCHOR WIDTH EA END OF ma EA DO OF ANGLE EA SECTOR MR. B [A SECD7N LK B 3V-8' 4 42 4 1 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE LAIN. MAX WIND ZONE 0 WINO ZONE 11 FLOOR WIDTH EAVE OVERHANG 1111 , MOM ANGLE 7AaNG �� ANCHOR ANGLE 30'-8' 6' 4'-6' 3150/ 46-50 4'-0- 1 3150/ 1 49 52 WINOZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. coca c vq --/4.01- y¢. I& - „\\UII IT1NIp,, NOTES: Ex �i, V, DAPIA AP%NNAW 1. SEE FULL ADDENDUM FOR ADDITIONALREOUIREMEMTS •.G\STE j� .• a �� e No. o •. APPROVED BY 2. SEE AD-TD-0071 FOR MA%BNM PER HEIGHTS REOMED FOR THE LOADS TABULATED ABOVE •: _ 910334 STATE OF:'[}�4Q p INC. S, _ nuwwiu.nwoa axlNCTm.nrmrnw.wF NOTICL DRATM By: I DA1C REV. IETBR JACOBSEN HOMES MSESKOATCATgnmeouwMSME M.T. 2-8-99 ■ ORGIN,L IW1aW[IARM n4) CaiL[MOq DRAWNG BllE• P.O. BOX 360 NA%Ra a' AACOM YYAWAOTIAN6 „ NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 nC 9=1 NATEMALS ARC PROYM to PHONE (727) 726-1138 RaMT Tm 9Ya1C WAIFS AAO NAT 1E DAAWWG NUMBOL aF1 a ____ Nm sANn TRW 6TIOR AD-TO-0070 32 49 SEE DETAIL 'B' SEE DETAIL 'C' ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. DETAIL (A' STRAP BUCKLE WITH 31501 CAPACITY MINIMUM (DESIGN LOAD) DETAIL `B' FRAME TIE -DOWN STRAP SHALL COME OFF THE 'TOP' OF THE I -BEAM PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CUP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL 1C' THIS TYPE OF PROTECTION MAY BE USED FOR (�+�m?u'T LONGITUDINAL TIE CONNECTIONS ALSO. NOTES: `t( m-APNttl ,-, c0ye :A "% DAM APPROVAL e No. o •. 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT APPROVED E3Y 910334 AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET - * ° �,a •�• _ /Z Ev' THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. _ - 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % STATE OF 9 ON WHERE THE ANCHORING SYSTEM REQUIRES THE USE ' OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ��0'`4(`/91ANX(�� 1 uMS RE No f' OTHEus " NOV 2 4 1998 JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE THESE SPEDIVARENi AND DRAW= ARE mmmR PnmTmT. AND cwmmK YAmaAls a AAccesEH YARUTACIUWND NC SLOI MAT0493 ARE NICHED 10 BE KOW FOR 9ME K%-M AID MI BE IVa CTlk M SEMI w OT ERS DRANK Sr. M.T. I DATE 11-18-98 M.LETTER: B DRAWING TITLE: MISC. TIE -DOWN DRArn"D NUMBER: AD-TD-0050 N SHOWING TIE-DOVIN SPACINGS IE-0DiS TIE 7E SPACING llE SP TA0116 TIE-DOM sp Na PER AO-m�0101 TABS FFR !At-7D-00.1 TNDE FiR ID•1D-OD101 TAM PER NI-1D•W10.1 ABLE f4R AD•1D-0DI01 .TA®L YNL FIGURE 1.0 .°poE.,,°° CTYPICAL w � .cA'•.� i•: mow` ,°GOOee�'S�� OSS N � A� �•1��,w SHOW1 11EDOWNS� TIP. Ran sT1TaE TIP.. D1aas-mom alAms SEE 11JRE so YA711M NDRIT A%01a1 ANGLE Ism ME 16, A%DIOt AMGE (SII XOR A) FIGURE 1.1 (0InaBASED OB 98 I/2' I-1-UMG9T1ER5 ND B6' tlQl 510E1AU5) ERm�R a�vAL: DAwA A1rRovw O '�' : APPROVED BY 1. SEE AD-711-00 FOR SPACD°G TA81ES 2 SEE AO-TD-0010.1 FOR OIIANITI' OF IONCDWUL TIE-WINTIE-WINSTRAPS REWIRED,,nm 16,2009 3 SEE OTHER DEDETAILSFOR BLOCKING(('RR NG , WAYIITY AND DIMREp°REYEIRS INC. 4. SEE' AD-1D-0001 FORA01UL R(nUaF11ENIS ffRfRAl nAnsAcvEO xO.F COY9INM.lWY Atl0 fIN1Y41.VMlmi ZONEjE 2/10POSIAE YW: 67' YA1iERD1 HEIGHT Z01¢ 7/EfP(m1RE 'C: 58' YAIAYUY HE1aIT CAMWALLAN °. tafN ANCHOR ANGLE511aAN ON Ao-m-anal cAlelor BEAOACHIEVED,REF. C-TD- 215.01 •215.20 APPROVEDAPPROVEDSTAMM �M �SNOTICg DAAVM �`• JACOBSEN HOMES ,IE7IIO6NIII CA,IIEU®J7SARE DATE REV. IETOA: M.T. 06-04—os � °`' "OPME7u"' AND mBDFAIDa �"' °"G TITTLE tlAT17EAL5 OFAAfffi9i11 YMVACA°ml0 FIGURES 1.0 AND 1.1 P.D. [lox we DIG 71W YA1DW5 AI[ PAGAFD iD THESAFETY HARBOR, FLORIDA 3I685 T°aRIB1T SIR MnMnRMM Am AM t ORAT°AG RIIYBFR PHONE (BIJ) 728-1138 I¢►E meOBML pf0 SEE HIS amAD-TD-DD11.1 .ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION 48 33 ADDENDUM NORMAL TIE -DOWN SPACING TABLES SOFA 13 ZONE II & III/EXP. C & D 1� LONGITUDINAL TIE -DOWN SPACING TABLE LAIN. WIND ZONE II NAND ZONE III (^r �A� \ ^ O JJ V \' FLOOR WIDTH UN. OTY EA END O EA ¢CEICM ,Watlt ANGLE UK B UK CITY. EA 90 OF EA SECTION ,ANCHOR ANGLE YIN 0 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68, VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAIL WAND ZONE 0 WAND ZONE III FLOOR WAOTH EAVE OVERHANG SPACINGDLit ANCHOR ANGLE SPAONG D LOAD ANCHOR ANGLE 12'-0' 6' 8'-0' 31501 40'-50' 6'4 31501 40'-50' 13'-4" 6' 5-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE 01 `�ti 1J "�0 V FLOOR N1DTH EA FAFA UFT ANGLEEA YN Ott. SENDEC DE ¢CD(M! ANCHOR RI. YPI. D 12'-0' 3 47' 4 3J' �y 3 55'4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WINO ZONE 01 FLOOR WIDTH EAVE OVERHANG SPACING D OAD AD MOO ANGLE SPACING D LOAD ANCHOR ANGLE 12'-0' 6' 5-4' 3150g 40'-45' 4'-0' 3150! 40'-50' 13,-4, 6' 5'-4' 3150; 40'-50' 4'-0' 31501 40'-50' NOTES: I. SEE AD-TD-ODOI FOR ADDITIONAL REDUFIEYENn 2 SE[ /D-To-0013 FOR NWDYIM PHEW HEIGHTS PEOIIPm FOR THE LOADS IABIILATED ABOVE CNO`NFE`(A`` `��O'l'\ GTSr f-. F F•, .O O. O •. ENE8703571 DMA APPROVAL - APPROVED BY .!<IN 1 5 IR 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEVTALL NOT FRONT OR REAR. * = LNG OR N 4. ABOVE TABLES APPLY TO 160• FLOOR 4' FLOOR MDTHS NTH 95 1/2' OVERHAND (66' GOKRRMND LIAR EACH 5DEOFUNI 6' MA7D1M1 570E srAT`= F �? y p 4i . nawr.w.muaaNAA! fAirA.:rATNOWIif 7H1ON[M JACOBSEN HOMES N07TCa AAAIRI111 Tam sf cm ms AM DRAMNRS.R� III11V"A C.L.Y. DATE: - 5-30-95 REV. LETTER: P.O. BOX J68 Opp SN"Ett HARBOR, FLORIDA 34695 PI (81J) 726-1138 OEONAL PROPKIARY. AND CWWRAL YATRRALS OF JWXG!EH YNUTACTIRNG FMI yql MA•67..LS ASE PRNIm 10 TALC MrnOIf ra MCC PLAPOS S AND M57 M IJyf WiWrA ND SEM m Obli n DRAWING TITLE: NORM. SPACING TABLES DRAWAG NUMBER: AD-TO-0012 400 oc*'* R,tp ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 7.0 SEE FIGURE L3 FOR RBCOIO MEO TIE-DOIN YBTROD IMPORTANT NOTICE: SEE Mort 4 FOR MAXIMUM HFI01T THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN MING THIS TIE-D0lN CONFIGURRM A Milt CREST PRODUCES MODEL 57SH (TYP2 21 AUGER ANCHOR IM A DESIGN LOAD (►ODDIIG IOAU) RATING OF 4,ODO POUNDS AND AN ULTRUNE LOAD RA11NG OF 6,000 POUNDS MUST BE I6®, AN RIUMLART ANCBOR MEL'IBIG THE ABOVE SPECIFICATIONS MADE BY ANOnUER MANUFACTURER MAY BE USED IN 06U OF THE STYLE CREST PRODUCTS ANCEDM NOTES, I. SEE AD-TD-0001 FOR ADDITIONAL REOIBEMENTS 2. SEE CPU DETAILS FOR BLOCaNG (PIER) CIANTITY AND OTHER REDR EMTS. J FOR FIGURE 7.0 SEE ALTERNATE TIE-DON4 SPACING TABLES (AD-Yo-DG35). 4. ZONE 2A POSURE 'C: 38' MAIOMUM NIGHT ZONE 2/YIPOSURE TY: 28' MAXIMUM HEIGHT ZONE JgOSUW RE 'C: 28' MANM HEIGHT ZONE 3/EIPOSIURE'B': 28' MAXNUM HEIGHT 5. SEE AD-ID-ODJS FOR ADDITIONAL NOTES. 1HE ALTERNATE 11-DDWN MEIM SHOMN ABOVE ARE ACCEPTABLE FOR USE N ALL WHO ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE V. HOWEVER. BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE'OUTBOAID' FBEAI THE MAIL HEIGHT OFF 11E OROU10 5 GREATLY REDUCED. SEE ODIER DETAILS FOR TEE RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DOMMS 50��G�STE9•�F' Q No. �o ? APPROVED BY � 5 r (a .[f11�NA1 . �:.:.+uwmmoAo NOTICE-` !l111 11IIVr`VD�` DATE: IEV. HEIFER JACOBSEN HOMES D[gSPEmIGmmmmIAWIN6NE C.LY. 5-30-95 ONOXAL. FMnTAII[ AIO OONAJIIML DRAWING ITIL P.O. BOR 368 MATDON.S OF JACLg90I MAMIACRM FIG. 7.0 „ SAFETY HARBOR. FLORIDA 31695 OIH rat" a � PuwOM Ao MW AK PRMM to i CRANING H BEk Ia PHONE (813) 726-1138 I®T FOD17UL NO 20117 MIN own AD-TD-0041 34 47 ALTERNATE TIE -DOWN ADDENDUM SPACING TABLES Vol', ZONE 11 & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (( �1 MIN KNO ZONE II WIND ZONE III FLOOR VADTH U. Dn. EA END OF G SECTION ANCHOR ANGLE wGN. D UK OTc EA END OF EA SECTION ANCHOR ANGLE UK 0 2 43' 2 55' v IS 4' 2 50' 2 68, to 1� VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE ION. MAK WAND ZONE 0 WWND ZONE IB SPACING D9. HEAD LOAD ANCHOR ANDS SPACING M MEAD LOAD ANCHOR MCI FLOOR WIDTH EAVE OVERHANG 4'-0' 3750p 20' 4'-0' 39001 22' 13'-4' 6' 1 5-4' 1 38501 1 25' 5-4' 39601 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR WIDTH Im1. On. EA END ON CA YCINMI ANGLER ANGLE Y0 MR OTT. EA END OFANDE FA SECTION ANDDR Y0 12'-0' 2 6 4' 3 4 7' 12'-0' 3 37' 4 33' IS 4' 3 42' 3 55' IS-4' 4 30' 4 38' . VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MAN. MAX. WAND ZONE II WAND ZONE ICI SPA@IG ON" YEA LEAD ANCHOR ANDS SPACING DEL HEAD ANCHOR ANGLE LOAD FLOOR WIDTH EAVE - OVERHANG 12'-0' 6' 4'-0' 3950i 25' 2'-8' 39301 20' IS-4' 6' 4'-0' 39601 25' 2'-B' 40001 30' THIS ALTERNATE APPLICATION REQUIRES,,,,4,,000 POUND ANCHORS NOTES, 1. SEE AD-10-0001 FOR ADDI ION& REOOWENENIS 2 SEE AD-TD-0036 FOR uAm+w PER Hm1711s REQUIRED FOR THE LOADS TA®RAIED ABOVL END-%% pFOo,, `= ]Q• .�GNSTEq`; .5;p -; e No. , - - ENES703571 ': • oAP1A wPRovAu APPROVED BY 519 � 1 SEAL EAVE OVERHANG RODS 10 OVERHANG AT SIDETTALL NOT FRONT OR REM 4. ABOVE TABLES ART TO 160' FLOOR OR 144' TOR WIDTHS NTH 95 1/2' I -BEAR SPACING. 96" MAXIMUM SIDEWAL HEIGHT AND 6' NAIDNM SIDE OVERHANG (6. OVERHMG DAL EACH SIDE Or LmT} = - %90 •'•. / �' q_` �: 'NCO` •• �0� ``••,(�\��: �i,�Ss� 'r •• "fLt ``�.� INC` I v L,y �ac+aN�o wm4 o . JACOBSEN HOMES „ P.O. BOA 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 N0710E •FA asE 9 Ecrumms AND N UN= ARE aAONA. PPOPWRAR. AO COOMM DATMALS Or AkCOB9N DANNACIMO HOPdT ra 9iaY PISRO AD WIM er I®T CWWnA NO 9EOu ODu oTHM RT►m C.L.Y. DATE 5- i0-95 KY. LETTI0. / '4-TT DRAWNG TIRE: ALT. SPACING TABLES DRAWING NUMBER AD-TD-0040 TYPICAL SIDE ELEVATION SHOWING BE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 1.2 SEE FIGURE ED FOR ALT IT6 118-DOTN IMD FIGURE 1.3 SM F10UR8 7.0 FOR MMWATZ MDDIN VMD NOTES: I. SEE AD-ID-DOT2 FOR SPACING TARS AND HOTES 2. SEE AD-TD-DO12 FOR.OUANTY OF LONGTUOIAL RE -DOWN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUfEMENTS 4. SEE AD-ID-ODOI FOR ADDITIONAL REQIFUENTS -5. ZONE 2/WMRE 'C: 30' MA)aWM HEIGHT ZONE 2/E1nSURE b': 48' MAAOWM HEIGHT ZONE 3/EXPOM 'C': 28' MAXIMUM HEIGHT ZONE 3AVOSURE V. 60' MAXIMUM H IDGIT SEE ROTE 5 FOR waILAlaaD S:TDOe 0 G R Y:'4` No. F0''L r_cucfl�nns�4 �. APPROVED BY�,, `� 1 t NY6fAAi=p wmuwmm JACOBSEN HOMES NOTICF-`',Iql,.A-Un LuA�wn`4Ac C.L.Y. uAlc 1 5-19-95 M.. Uc .m TI SPEOW'ATICINSADDIGIW 114011 MATERIALS�ORAL�1AMMAF� ATE" DRAWING TITLE „ P.O. BOA 368 FIGURES 1.2 AND 1.3 SAFETY HARBOR, FLORIDA 34695 VC SUCH MATERIALS ARE PRUMM TO M RIPPalrrml = Mt1¢ GNAWING N111 PHONE (813) 726-1138 TO AD-TD-0013 46 35 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION - - ---- - - SHOWING TIE -DOWN SPACINGS MUM ®® �s Ia0 TE-DQNS -P PALE PENS lE-DOWNS 7/ ` TE-TINY! 9 AOHG >E-WMi SPAOlG I TE-MR S'AONG 1E-WIN SPAONO DE -DOER PA S:0 17N' MAX PER AD-M-WO TABLE PER AD-TD-0010 TARE FOR AD-TD-0010 TAM PER AD-M-0010 TABLE PIR AD-TD-0010 TABLE MAX FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS—SECTION(S) "110m1111,111, . NOTES. 1. SEE AD-TD-Dom FOR SPACING TABLES 2 SEE AD -TO -Dom FOR QUANITY OF LONGTUDIAL TIE -DOWN STRAPS REGURED. L;' 3. SEE OTHER DETAILS FOR FLODONG (PIER) QUANTITY AND OTHER REQUIREMENTS. N. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS [� PROWL.,• • /i, TSTE F / No. o'•. EN-CB703571 . �• - •' ;�'NNc•••.!1ADIAN.•'��`.� DAPIA APPROVAL: APfF'fOVED BY 5 N A INC lummaanowmn�as JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 54695 PHONE (813) 726-1138 N077cL 'ESE siPEana%s AND Dummm Aa ORIONAL PROPMETART, MD WINFmO»AL MATORALS OF JACOBYN JAUTACTUONG DIC 6Da MATLRI S AK PROYM TO THE REOPFHT FOR 4LOX pifto MO M51 BE IDPT CWW IML MO !EOTT FROM ODERS DRAWN BY: C.L.Y. DATE: 5-19-95 REV. LETTER: - DRAWING TITLE.' FIGURE 2.0 DRAWNG NUMBER AD- TD-0014 ATDW 5"°1 ADDENDUM o n Cu ALTERNATE TIE -DOWN SYSTEM 5R TYP. CROSS SECFON(S) SHOWING TIEDOWNS SEE NOTE 5 FOR 110 M HOOK 1. NOES OR AD -ID -OW 0➢.IOT AFRT TO ➢FLY STAXm IAAD-111E SOWS OF THE INT -SE ROX L AD-ID-m12] TV. FLOOR SYM@ A400 Alla Tip. FIGURE 6.0 FIGURE 6.1 SEE MUM al MR RECOMMENDED 72-DORM METHOD SS MUM 12 FOR RIDIMIROM TTE-DOBN MATAOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS TOLE USING THIS THE -DOUR CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE Ij AUGIX ANCHOR 1U A DESIGN ROAD (TORKING IOID) RATING OF 4.000 POUNDS AND AN ULTIMATE LEAD RATING OF 6,000 POUNDS MAST BE USED. AN ElIl 1.IRi ANCHOR MEETING HIM ABOVE SP IMATIONS ELIDE BY ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE MIE CREST PRDDUCTS ANCHOR. NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 2. SEE ORO DETAILS FOR BLOCIONG (PIER) QJAN11TY AND OTHER REG IREMENiS 3. FOR FIGURE 5.0 SEE OFFSET UNIT TIE -DON SPACING TABLES (AD-TD-00201 4. FOR FIGURE 6.1 SEE NORMAL DE -DON! SPACING TABLES (AD-TD-0010). (ALSO SEE AD-TD-OD20 AND AD-TD-OD21). 5. ZONE 200SURE V. 32' MAXIMUM HEIGHT ZONE 2/FllPOSURE v: 2V MAMMY HEIGHT ZONE J/DPOSURE V. 24- MAXOUM HEIGHT ZONE 3/EXPOSURE 'D': 26- MAXOIUY HEIGHT JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR FLORIDA 34695 PHONE (013) 726-1138 THE ALTERNATE DE -DORM VEDM SHOW,! ABOVE ARE ACCEPTABLE FOR USE N ALL IOU ZONES AND N 801H EUPOSLE 'C' AND E10'09UEE V. NOEVER, BY INSTAISNG THE FRAAE TIE-DOM STRAPS AT DE'QITBDARD' I -BEAM THE MAX HEIGHT OFF DE CRQRA 6 IAEATLY REDUCED. SEE OTHER BETAS FOR M RECOMIODED METHODS FOR INSTILLING FRAME TIE-DOWA ,•��°�j C DpF °'4c ��: �C,TSTEHF�ccj, Q No. o'•. cATca�mr;v, ': g. :.'. NOn L- 11 ''JANn+11 uq VCR SPEOFICATIONS ANO DU M0 1, MORAL PRroXRTMn, AND ODFODNIIAL ORATING MATODALS OIL AAaBSN MAWlACRIWC Fc S&M YATFAALS AK Tl01Xm TO T[ F cPwD" FOIL 9m HINT$ MO WIT r DRAWING IFPf CONFDOINL NO SEEN IGOI OIIO2 Im " 15 INC. FIG. 6.0 & 6.1 AD-M-0033 36 �Lr¢S ADDENDUM ALT. OFFSET UNIT TIE -DOWN SPACING TABLESs Q �, 6• 6 ZONE II &III/E:P. C & D LONGITUDINAL TIE -DOWN SPACING TABLE � ,mil NIII WIND ZONE II 1NND ZONE III WIN. CITY . CA END ff AHacp MC uui DtL EA. EA.END OF AvulDp C � FLOOR ,�DTM ADDENDUM ALTERNATE TIE-DOINN SYSTEM(S) ALTERNATE LONGITUDINAL TIE—DO1h;N INSTALLATION METHODS SIDE VIEW K WAIN FBWE 1<-Do9N smAr ME DnIEa oEYAA.s FOR t¢-DCAN srRAP SPECIFICATIONS. APPROVED A1iCi101i Iri.DED TO ' WM I -BEAM (SCE OLv[R OETAIS SEE W-IDH0200 FOR FOR NEIDNG) TO BE 11'BTALLFi pADUS 01P DCfA'LS AT iFC FACTORY. (PENJtfD IMS LOCATION). (WIN. ]150J MAANO (D'9:A1] LOAD A47 41751 u1MAtE LOAD.) o° GROUND ANCMA SEE OIFiEp DEEALS FOR SIfE, — ANGLE AND OTHER INSTALLATION NOTES FIGURE 2.1 ONAi 7 saJD HEADER (F>iomEufiER) J• x 3/4' (= 1/2'). wsr DE LOCATED FRONT VIEW CUT INTO WADE0 Rrap STRAP ATTAOilEl1T. 1NIMN S' ar VAIN (FAcropr OJT)alas ��• � P•°01 w-airo FR III s[[ W-mew FOR RD5 CUP DETAILS RADIUS CLIP DC1Al5 (REp1REp THIS LOCATION)lOUBON)(RECLINED THIS s•w<sEE O F4rEl. • I TTk:-DDAN sTRw SCE OTHER G'TAhS 90E YEx FOR Ai -DOWN STRAP SPC[p1LATID,Y ORd1Na warJxl' ° SEE OTHER DETAILS FOR 9II, - ANGF ANC) CT.ifR IASTALU110N =!�II1= .INN��N FIGURE 2.2 NOTES,- w+u�vRova::,•r. - DAP.A A�ovu: `.' ^ram 1. SEE An-To-oao FOR sPAavc TABLES = .k r.. , � •K � - - - _ _ 2 SEE AD-tD-DDIo FOR oYUDn or LopatuDlAL TIE -DOWN STRAPS A•[NfiEn. � -o : c - .•,;- � •- J ' 7. SEE OTHER DETAILS FOR BLOCIfWC (PEA) auwntt AND OTHER aCOOJiEFYNTi � '• . A. SEE AD-iD-000I FOR AOJffANAL REQ/RENENIS. i . • : f .;.^�. '•: �. AC.710R BUCKET AND TLr-COaJ 1•' DnxEs ARE CCN14Y0 BT OTHERS N071Cr. DRAMN W. C.L.Y. 6-13-55 ACV. LETTER: JACOBSEN HOMES BQ9Er4ICArJ1T9AlI]CA.1tA6A¢ ■ Owr.IIAt. RC:OAAT. N] FJarmnw DRAw+c nnc FlGURES 2.1 & 2.2 P.D. aox ]ae YATDaKs or +'�" YUA�Acnac \I Fr_ sua Y.FALL$ A:L nroum TD rxC SAFETY GVAR(GR;ilOR10133BI695 �rra�R =�� DpAwnc Nwsut AD-TD-0015 T LOAE E 0 37 ' LONGITUDINAL STRAP ATTACHMENT TYPICAL FRAME ]-BEAM V / / TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) -T CJ CATOR BEAN CLAMP, MANUFACURED BY PE -DOWN ENGINEERING. PART 159011 (SEE MANUFACTURER'S INSTRUCTONS FOR COMPLETE INSTALLATON DETAILS) NOTES: DAPIA APPROVAL: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS APPROVED BY 2. ALL -STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4" WIDE AND Q035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ft 15 20 ENGINEER OR ARCHITECT AS CONFORMING WITH ASTN STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. INC FEDE ALMANUFACTUREDHOME CON'RUCIION AND SAFETY STANDARDS NOTICE.` DRAWN BY: DATE: REV. LETIER; JACOBSEN HOMES TNEsESPEOMN FICAISANOWAWWCSARE M.T. 6-12-01 011100, PRaRIETANT, ANO Wb1DENWAI DRAWING TTLE: NATOIYLS OP JACOBSEN YANOFACTUNRIO P.O. BON 366. ,� WCH MAMO ARE MOMKO I0 ME LONGITUDINAL STRAP ATTACHMENT SAFETY HARBOR, FLORIDA 34695 • RECRUIT FOt 911E K PUR Ms W WST BE DRAWING NUMBER: 0➢1 . AD-TD-0016 PHONE (727) 726-1138 1CUUTDDnX AMD SEOV FROM OIIOR4. D C�ORS 1 jjp ADDENDUM 4000# P� ALTERNATE TIE DOWN SYSTEM(S) TYPICAL CROSS SECTION SHOWING PEDOWNS I SEE NOTE 4 FOR A70o —11I YIW NDOIi ,., I FIGURE 5.0 I� SEE FIGURE LI FOR RECOMMENDED TM-DD N MRIHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS RLDN USING To 11E-DORM CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR 11f11 ► DESIGN LOAD (FORKING LOAD) RATING OF 4,000 POUNDS AM AN ULTOLLTE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUDI ATT ARMOR MC M THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: 1. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS. 2. SEE 07HM DETAILS FOR BLOOGNG (PIER) OUANTTY AND OTHER REOWEMENIS 3. FOR FIGURE "SEE ALTERNATE TiE-DOWN SPACNG TABLES (AD-TD-D030). 4. ZONE 2/EXPOSURE 'C': 3V UAf:M•JM HOOHT ZONE 2/EXPOSURE '0': 27' MAAD.I'JM HEIGHT ZONE }/EXPOSURE 'C': 3D' MAXlTUM HEIGHT ZONE }/EXPOSURE'D': THIS APPIICATON IS NOT APPLICABLE. THE ALTERNATE TIE-DOYN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N ALL Wm ZONES AND N BOTH OFOSUE'C AND EXPOSURE V. HOWEVER BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND 15 GREATLY REDUCED. SE OTTER DETAILS FOR THE REC010@MED METHODS FOR NSTAL7NO FRAME TE-DOWNS. 1.a�CT No. NFL �! NOTICE 'n ONAWN UT:. C.L.Y. 6-13-95 LL JACOBSEN HOMES 7KSE SPEOMATINS AMD DRAMNS AS m WON&. PAWKIMY, NID ammNM4 OHAMNG TILE'P.O. EOA 368 MATOENS OF JACOBSEM MJVUACN C FIG. 5.0 W_ SUOM MA1ERu15 ARE PROMO= 10 W SAFETY HARBOR. FLORIDA 34695 Rapt Fat S Ox PA aim Me Y E DRAWNG NUMBER: PHONE (813) 726-1138 ITT ILl WW W MOST IRw 0W AD-TD-0031 38 43 ADDENDUM E-DOWP, SPACING TABLES (}QQp A�C�'Qg ALTERNATEUNITTIE-DOWN ONEN P&D LONGITUDINAL TIE -DOWN SPACING TABLE A j MIN WAND ZONE II WIND ZONE III MN. OTY ANCHOR YN OTT. ANCHOR FLOOR ` WIDTH EA ENO OF ANGLE EA END LE V �Q EA SECTION MIN. a OK EA SECTIONN ua. s 40'-0' 2 6' 2 45' �1iyj\1 24'-D' 2 4 6' 2 60' 25'-4' 1 50' 2 67' 26'-8• 2 3 30' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE II WAND ZONE III SPADING DHOAD ANCHOR ANGLE SPACING DEL HEAD LOAD MOO N E FLOOR WIDTH EAVE OVERHANG 20'-0' 12" 4'-0' 3610E 20' 4'-0' 3900E 1 20' 24'-0" 12' 4'-0' 3700E 2T 4'-0* 3950E 20' 25-4' 12' 6'-8' 4000E 15' 4'-0' 3950E 22' 16'-8' 12' 6'-8' 3950E 28' 4'-0• 3950E 1 22' LONGITUDINAL TIE -DOWN SPACING TABLE i� MIN WAND ZONE II WIND ZONE III FLOOR wt. on ANCIOR 1@! on. ARCHOR SQ WIDTH EA FHO ON AIDE EA Eta OF OLE Ulu 5' EAgcnox uDE e K EA SECTION uuE e 20'-0' 2 50' N/A N/A 24'-0' 2 70' N/A I N/A 25'-4" 3 42' N/A N/A 26'-8' N/A N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WAND ZONE II WAND ZONE III SPACINGD� HEAD ANCHOR ANGLE SPACING HEAD ANCHORANGLE FLOOR EAR WIDTH OVERHANG Low LDw 20'-0' 12' 4'-0' 4000E 20' N/A N/A N/A 24'-0' 12' 4'-O' 4000E 24- N/A N/A N/A 25'-4' 12' 4'-0' 4000E 26' N/A N/A N/A 26'-8• 12• 4'-0' 4000E 27. . N/A N/A N/A NOTES: ENO CR'J PPR�1!J Dp JJ,i DAPIA APPROVAL• `1 r•''�S7 I. SEE AD-1D-0001 FOR ADDITIONAL REWURFMFNTS 2 SE FOR MAOULAJ PIER HERAT REOOWED FOR THE LOADS TABULATED ENEB703571 C •�' ABOVE. y 1 3. 10 WiDES -82• MAIOWM I -BEAM SPACING ONLY. --' ..A \ - t 4. H• MAMNUII INSET TO ANCHOR HEADS (SEE AD-ID-00]O.�.. •'L\c'�° .._1..::.......:_ .::: JACOBSEN HOMES N0710E JJnAN IPFANA THESC SPE=il4 RS AND DRA4ORE ARE C.L.Y. DATE: 6-13-95 REV. LETTER: TITIL ALT. SPACING TABLES ' p omD PNOPMTMT, AND ETlOWTRAL DRAWING uAtums JACOB4R YAJAIfAL117tINO P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 1.OF R(0PWpTM ID[QC FV ' W u l K DRAWING MIYBER AD-TD-0030 PHONE.(813) 726-1138 WEPT fbJL[NRY AMI SCDdI CART OIIO2 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING O LOAD ANCHOR ANGLE SPACING OQ� ANCHOR ANGLE 10'-0' 12- 4'-0' 3150E 40'-50' 2'-8• 3150E 40'-50' 12'-D" 12' 4'-0" 3100E 40'-50' 2'-8' 3150E 40'-50' 13'-4' 12- 4'-0' 3065E 40'-50' 2'-8' 3000E 40'-50' CITES: ERG N GrvuD()�� A VAMD BY 1. OFFSET SECTION WITH THE MARRIAGE LINE WALL ESENDWG BEYOND THE ENOWALL OF 3>]O: -�GWST cn�'••�, REVISED THE ADJACENT SECTION WMST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE •. �y T '• NM THE TABLES ABOVE THE SIDEWAL SIDE AND THE ADJACENT SECTION(S) ARE T .h• -. 1 SEP 0 9 1 BE TIED DOWN N ACCORDANCE WITH TIff NORMµ SPACING TABLES (AD-TD-0010). 2. SEE AD-TD-OD01 FOR ADDITIONAL REQUKEUMIS. • . _ -0 INC. . 9•' q • l �r 3. SEE AD-M-0021 FOR MAIOYUM PER NMI REQUIRED FOR THE LOADS TABULATED 0 / ��: FED '•. �j • ��p:.••�G�•`` RAL MANUFACTURED HOME SAFETY STAND ABOVE. 4Fss CO STRUCTION AND JACOBSEN HOMES NOTICE WJIHHH T TONS MO 4Ea R.R. DAl 8-27-96 REV LETTER . P.O. BOX J68 OODNAL PRO"ITAAY, NO WOIDDITNA YANRINS OP JACOMEN MM1fALMONt B DRAWING TIRE OFFSET SPACING TABLES „ W. 2I W&KR S MC PROVM TOM SAFETY HARBOR, FLORIDA 34695 PHONE (013) 726-1138 RAT fa S QIX PJPM AD MT � W1 fJ FMI A W SEOXT MW o1NRAS DRAWING NUMBER: AD-TD-0020 16 LDS, 42 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) -SHOONG-TIEDOWN-SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE M-DOVN HETHOD TYP. CROSS SECTIC SHOWING TIEDOWI I SEE NOTE 5 Ta .—ILL Wlalw HEIGHT oil all,; 0 P F - AAX W ANGLE MNOIDR ANISE�`Q FIGURE 3.1 FIGURE 3.2 SEE FIGURE 6.0 FOR ALTERNATE M-DOTR11ltMOD i9U1W1L1E6p�AAL1'E10FA7E 17E-DOWN MMOD NOTES: ENQ` O �iDAPIA APPROVAL 1. SEE AD-TD-OD20 FOR SPACING TABLES OFFSET SECTION ONLY). .�� O 'G\STFfj •• tC '�., APPROVED BYtL. 2. SEE AD-TD-002O FOR WANITY OF LONCITUDIAL TIE-OOHN STRAPS REQUIRED. (OFFSET SECTION ONLY) ENE 8703571 : c TMINC, 3. SEE OTHER DETAILS FOR BI=NG (HER) QUANTITY AND OTHER REQUIREMENTS.4. SEE AD-TD-0001 FOR ADDITIONAL REQUNEMENTS./5. ZONE 21EVOYJRE 'C': 44' MAX WM HEIGHT �0'•. � 6`�� ZONE 2/EXPOATRE'D': 24' MAXIMUM HEIGHT (32' ® 24' W1DE YIN.) i''•� �'HH ••'�\��'�Yswowp ZONE J/EXPOSURE V.-J2' MAXIMUMHEIGHT ZONE 3/EXa'OSURE b': 32' MAXIMUM HEIGHT (44' 9 24' WIDE YIN.) �x.,;r�ONAL E,�a`� Nor EL DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES THESLSPEOfunaxs"DRAIIMSARE C.L.Y. 5-11-95 ■ ORI mm. PROPfZI.TARY. AND CCY0IDONTIAL DRAWING TITLE• n MATERIALS OF JACOB" MNA1FK1lS@1G /L-l\ „ P.O. box 368 M SUOL MATERIAL Me PRoxOLD TO TOE FIG. 3.D, 3,1 & 3.2 SAFETY HARBOR. FLORIDA 34695 RAT Fa SPEN RMMSES MO MM U DRAWING NUMBER PHONE (813) 726-1138 NFPT CMFMTK AND YdST TROY MORS AD—TD-0021 H A ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOVANG TIE-00164 SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION ,tT1111111111///I NOTES, DAPIA APPROVAL' ONo.. �\STER •��c` T. SEE ADTD-oD2D FOR sPALV � TAXIS (OFFSET SECTION ONLY). 1:Fo'?' ' APPROVED BY 2 SE AD•TD-OD20 FOR aANITY OF LOQMIAL TIE-DOWNTIE-DOWNSTRAPS REQUIRED. S' 'Q� (OFFSET SECTION MY) = NE8703571 � °_ � 1 5 1SEE BRIER DETAILS FOR ROO:RG (PIER) QUANTITY AND OTHER BEQAPD@!li Iqrp Iw ,� 4. SEE AD-TD-0001 FOR ADDITITA:AL REOUWELFNTS TAT Qi= :-C _ IV ;. ine.cw�owvins�o pa�aN EI,.�`�� JACOBSEN HOMES Hance IRAWIIIts IN Bc . C.L.1'. DATE 5-11-95 REV, IEIQmE P.O.TY BOX OFMALENTFITATI(M. AN IA U owcpNi DArMI AL OF YATIRWS K JKOBIDI MAIUFKIIHID ORAWINO AIL• FlG. 4. „ RG 9" VAAAIES AWI ROARED To m !l SAFEPHONE (B13) 72RIDA� 69S FLORIDA � i� FIONID� DRAWING NUMBER:ACI—T[1-1`11199 40 41