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SET-UP MANUAL JA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-1138 NOTICE These specifications and drawing 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. Y SU-00-0000 REV-01/10 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN—OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT ' ARE SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET—UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE —DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) - ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET—UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES Cis ARPENTER'S LEVEL 1� ACCEPTABLE M SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY UMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE: DRAWN BY- JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE O.A. 11-21-06 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: D;;❑❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING MANUFACTURED HOME SET—UP INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOR PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0001 1 REV. B (10-08-08) T• AIR HANDLER CROSS -OVER CONNECTIONS PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) CONNECTION BETWEEN CROSS -OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) ❑❑❑❑ JACOBSEN HOMES NOTICE DRAWN BY: DATE: REV. LETTER: TNESE sT'EGIFICAnONS ANO DRAWINGS ARE C.L.Y. 3-21-95 ❑❑■❑ ORIGINAL., PROPRIETARY, AND CONFIDENTIAL DRAWING TI P.o. Box 3sa MATERIALS OF JACOBSEN MANUFACTURING V� HANDLER CROSS -OVER CH ❑„❑ INC SUMATERIALS ARE mom TO THE SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SPEOFIC RFPOSIS AM UM BE DRAWING NUMBER: T. PHONE (813) 726-1138 IIEPT COWODRTUL AND S;av FROM OTHERS, SU-AC-0100 50.. BOTTOM BOARD P—TRAP ACCESS PANELS - TAPE APPLIED OVER ALL SEAMS AT PATCH 13.1 -lei ToRm PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE REPAIRED. P—TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ HE1Et1E1El JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE MATpENRIAALS OF JACOBSENNANUFA1uPo CONFIDENTIAL INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECMC PURPOSES AND MUST BE NETT WINFEJENTIAL AND SECRET FROM OTHERS. DRAWN BY: D.M.T. DATE 10-31-01 REV. LETTER: j O-OS-OH DRAWING TITLE BOTTOM BOARD P—TRAP ACCESS DRAWING NUMBER: SU-15-0010 49 MAW FRAME pmm XAD UNB R (sa Not R 11 PER CAPPED QAIA SOLID CmICREiE EM (MC THIX) 0' X t X 1Ni ML D MASONRY BI OIXS� 1I1ILVE N CEUS VOCAL SEE TABLE I FOR PER FOOTER SiA1G AND SPAf7iIG SPLXSiCARONS (PAGE 11) (SEE SU-4A FOR 16 X 16 PitE M PER PAD SPACNG) /r SEE NOTE 11— DETAILS "A" AND "B" e REMOVE R ALL AD ON MATAMER OL AND PUCE PAD ON STABS 50IL BELOW FROST LINE PER IACAI. � REWIiM1BIENZ SE: NOTE j2 DETAIL 'A' (OB@IS(N VAIRBS YM MAX ALLOWABLE SOIL BEAM) TE DO% STRAPS ATTA 1D RIDGE BEIW CODMNS ON E9H SECTION TO BE CONNECTED TO A DOIA E NEW ANWOR SEE NOTE /4- DOIZE REARED SEE NOTE 12- SEE NOTE 13 PLEB CAPPED V0 SODA CONCRETE BIAIX WL 4.1MCK) B' X B' X le MLB MASONRY 81DCiCS VaH OPEN am VOCAL (SEE NDTE 11 FOR MAX M IBM AND DETAIL ABDO SEE 7ABIE FOR PER F007ER SIM W SPACING SPECiFlG110N5 (PAGE 10) -IBM ALL ORGANIC MAlER1A1. AND PLACE PAD ON STABLE SOIL BM FROSIU NE PER IACAI. OODE waffam DETAIL �B' -SEE NK IR psm VARES Wi1H MAX NIOWABLE SOILBEA15atp6Br me NOTES. 36" MAX. SINGLE STACKED FOR HOLLOW BLOCKS AT 1-BEAMS. 54- MAX. PIER BLOCK DRY STACKED AT PERIMETER & MATING LINE. (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) L MAXIMUM PIER/PAD PROJECTION: SEE OTHER DETAILS S. ALL PIERS MUST BE CENTERED ON FOOTERS MUST BE WITHIN 1/2- OF PLUMB PER 3285 STANDARDS. F. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6- OF OPENING ON EITHER SIDE OF COLUMN. (WHEN REQUIRED FOOTER SIZE PREVENTS A SINGLE STACKED PIER FROM MEETING THiS, USE A DOUBLE STACKED PIER. GOOD UP TO 28 X 28 FOOTER.) 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16- X 16- B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF SOIL (MAX.) THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED BY 4.(BUT NOT LESS THAN 6-) 6. ALL FOOTING CONCRETE TO HAVE COMPRESSIVE STRENGTH. (fa-) = 3000 PSI (MIN.) 7. PLACE 6 MIL POLY ON GROUND PRIOR' TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12- MIN.) 8. PIERS SUPPORTING THE I -BEAMS TO BE WITHIN 24. OF BOTH ENDS AND NO MORE THAN 10' O.C. 9. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE I -BEAMS TO ALLOW FOR PLUMBING, ELECTRICAL, ETC. 10. FOOTING CONSTRUCTION MUST COMPLY WITH LOCAL BUILDING CODES. 11. WOOD SHIMS. WHEN REQUIRED ARE TO BE USED IN PAIRS INSTALLED IN OPPOSITE DIRECTIONS AND FITTED TIGHT BETWEEN THE I -BEAM AND PIER CAP. SHiMS MUST BE MiN. 4- LONG BY 6- WIDE AND NO MORE THAN 1- IN THICKNESS. �oG DAPIA APPROVAL• ® APPROVED BY ® °° No 484 Revised m Dec 17,2008 IN ° INC. o o e +'�, @' TATE OF ° �Y 4. FEDERAL MANUFACTURED HOME CONSTRUMON AND SAFETY STANDARDS ° O S °R •°° rl=JACOBSEN HOMES g�0 ^.�.,.•;. • T" SR�MM AND MA� � DRAWN BY: O.A. DATE 09-07-93 � LETiEiL n D�'N°G MU -A° t �s OF �+ DETAILS & W / 1 P.O. BOX 36B SA PH ONE 7)FLORIDA �'� 95 W. SIM MATFRIUS ATE PROVIDED 70 TIE � SPE�DAM MU I= � (12-15-OS) DRAiIBRG NUDf�R SU-01-0001.1 2 N MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I -BEAMS JUST FORWARD OF THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I -BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR -MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME-ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD -RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT- OF THE HOME' AND SETTLING THAT MAY OCCUR. rrND DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS NS AND DRAXINGS ARE ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MOBILE HOME SET-UP 2 n ❑❑ ,F P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE '/-�` ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0002 (09-30-08) • DOWN DRAFT RANGE VENTING IMPORTANT - BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUST BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANCE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT f VENT CAP ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAXINCS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑.❑ ORIGINAL, PROPRIETARY, AND COWULIV IIAL OF JACOBSEN MANUFACTURING DRAWING TITLE: _ ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE AND SECRET DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL FROM OTHERS. SU-15-0002 3 48 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN\ FACTORY INSTALLED \ DRAIN THROUGH FLOOR�� AND BOTTOM BOARD SITE INSTALLED DRAIN-- PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4'-0 uO.0 MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. rn (SEE DETAIL W) SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEgFlCAItoNS AND DRAWINGS ARE DRAWN BY: M.T. DATE: 03-08-07 REV. LETTER: ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: W/H PAN DRAIN D u ❑„❑ INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEaRC PURPOSES AM) MUST BE KEPT CONFIDENTIAL ALTO SECRET FROM OTHERS. DRAWING NUMBER: SU-15-0003 47, 7 SEE NOTE #6 SEE NOTE #7 via 4 2 1 5 5 3 SEE NOTE #2 Ilm NOTE #1 lim \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 >- SEE NOTE I #2 ..-SEE NOTE #4-, OF - NOTE #1 \-NOTE #5 NOTE 3 # TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) NOTICE: DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01 —0003 PHONE (727) 726-1138 4 ELECTRIC CLOTHES DRYER VENTING SEE NOTE #7 SEE NOTE #6 62 1 3 NO^ T 4 2 1 SEE NOTE #6 5 5 3 TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7 NOTES #1-MAIN FRAME I -BEAMS #2-LOCATE PIERS UNDER FRAME I -BEAMS #3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER. (I.E.-RECESSED ENTRIES AND SL. GL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PAGE 10. #4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS. 48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND DETAIL V, SU-01-0010. #5-AXLE ASSEMBLY CENTER LINE #6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL #7 ')CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. SEE 'A' SU-01-0010. NOTICE: DRAWN BY: DATE: 6-6-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: TRIPLE WIDE BLOCKING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0004 IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE FLOOR AT THE DRYER LOCATION, TO COMPLETE THE DRYER EXHAUST SYSTEM, FOLLOW THESE PROCEDURES: 1. REMOVE THE DRYER VENT ACCESS HOLE COVER. 2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT. 5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL. THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY. JSTALLED DUCT T BE METAL X OR RIGID CAP CAP NOTES: ❑❑❑❑ ❑❑■❑ ❑"❑ ❑ ❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIDNS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL SENARE ROMIDE MANUFACTURING MATERIALS OF JACOMATERIALS THE INC. SUCH MATERIALS ARE PROVDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: R.R. DATE: 01- 21- 00 REV. LETTER: n '�-1` DRAWING TITLE: ELECT. CLOTHES DRYER VENTING DRAWING NUMBER: SU-15-0001 5 46 MOBILE HOME SET—UP USE THE FOLLOWING INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER INSTALLATION. CHECK THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL ADDITIONAL DUCTS USED DURING AIR CONDITIONER HOOK-UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED. METHOD DETAILS CONNECTIONS SPLICES PRESSURE LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION FROM END OF DUCT EXPOSING CORE. FROM END OF DUCTS EXPOSING CORE. (FOR LOW B) SLIP CORE OVER FITTING AT LEAST B) INSERT ONE CORE INTO THE OTHER PRESSURE 1 1/2 INCHES. ABOUT THREE INCHES. -NOT TO EXCEED o 0 C) APPLY DUCT TAPE* AROUND CORE AND C) APPLY DUCT TAPE* AROUND OUTSIDE CONNECTING 2 IN. W.G.) FITTING WITH AN EQUAL TAPE WIDTH ON OF CORE EDGE WITH EQUAL WIDTH ON EACH. EACH CORE. D) PULL BACK INSULATION AND JACKET D) BUTT INSULATION AND PULL JACKET ME OVER FITTING. FROM' ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE o 0 AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY Fitting or A) SLIP DUCT OVER FITTING AT LEAST A) FOLLOW AS DIRECTED UNDER 'CONNECTIONS' Coupling THREE INCHES. BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO Bond Clamp FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED L HAS BEEN COMPRESSED AND CLAMPING - 4 IN. W.G.) - PRESSURE IS ASSURED. SEE PRESURE 3 C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR Duct DUCT WITH A FORCE OF AT LEAST 25 PLASTIC CLAMPS** MIN. LBS. TO INSURE DUCT HAS BEEN ADEQUATELY CLAMPED. CONNECTING OR SPLICING TAPE & CLAMP A) PULL BACK JACKET AND INSULATION A) BUTT TWO CORES TOGETHER ON A SIX FROM END OF DUCT EXPOSING CORE. INCH METAL COUPLING AND FOLLOW (FOR LOW, MEDIUM ao B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE o 1 1/2 INCHES. NOT TO EXCEED C) APPLY DUCT TAPE* AROUND CORE AND 10 IN. W.G.) FITTING WITH EQUAL TAPE WIDTH ON SEE PRESURE CONNECTING EACH. LIMITATIONS FOR D) PLACE CLAMP** AROUND TAPE AND PLASTIC CLAMPS** CORE AND TIGHTEN WITH APPROPRIATE TOOL. E) PULL BACK INSULATION AND JACKET AND APPLY DUCT TAPE* AROUND JACKET AND FITTING. WITH TABBED DUCTBOARD FITTINGS, OUTER JACKET MAY BE 'DIAPERED' INSTEAD OF TAPED (SEE STEP F). SPLICING F) PULL JACKET OVER RING, THROUGH HOLE, AND FOLD UP -WITH TABS. » DUCT TAPE: USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH OF TYPE SHUFORD #PC622, TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357. »+ PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" - 10") AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES: PANDUIT TYPE PLT-H (TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150). ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: SU-13-0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. PHONE (727) 45 i. ADDITIONAL PERIMETER BLOCKING (THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL) TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL HOST BEAN NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL -::::m \ N_ UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/2' WINDOWS PIERS REQUIRED AT EACH END AND BETWEEN EACH OPENINGrm- RECESSED AREAS REQUIRE PIERS SPACED 64' O.C. MAX (18' OR LESS IN DEPTH) EACH END OF RECESSED AREAS RECESSED AREAS W/SIDE BAY REQUIRE PIERS SPACED 64' O.C. MAX THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS UNLESS SUPPORTED BY A FRAME MEMBER GARDEN TUB AT SIDEWALL OR MARRIAGE WALL 64' O.C. MAX E:77i�REFQt r ---- 11-m-F a0l ELM ------ CABINETS ALONG SIDEWALL OR MARRIAGE WALL (APPLIES TO BATH CABINETS 80' OR GREATER IN LENGTH) (SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/2' WINDOWS) SPECIAL BLOCKING NOTE FOR 15'-4" (184") WIDE FLOOR SECTIONS PERIMETER BLOCKING IS REQUIRED (MARRIAGE AND SIDEWALLS) 64' ON CENTER MAX SPACING NOTE: LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS NOTES: 1. ADDITIONAL BLOCKING REQUIRED AS INDICATED ABOVE (USE 16' X 16' PIER PADS). 2. LOCATE BLOCKING UNDER PERIMETER JOIST OR WITHIN 8' OF END OF IV O.C. JOISTS, 3. COLUMN PIERS ARE IN ADDITION TO REQUIRED PIERS UNDER FULL -HEIGHT MATING WALLS. 4. PERIMETER BLOCKING IS REQUIRED UNDER TILE FLOORS (MARRIAGE & SIDEWALLS) 64' O.C. MAX. 5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL 6. WHEN PERIMETER BLOCKING IS REQUIRED ANY MATING LINE OPEN SPAN GREATER THAN 10, MUST HAVE INTERMEDIATE PIERS PLACED AT MAX 10' O.C. EXCEPT 154 WIDE, SEE SPECIAL NOTE ❑❑JACOBSEN !EE11'QPF1:1 ❑❑ HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 N0T1A THESE SPECIFICATIONS AND DRAWINGS ARE ORIgNAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT Fat SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM 01FiFR5 DRAWN BY: O.A. 4-12-0o REV. LETTI�: (09-30-OS) DRAWING RTLEE❑ ADDITIONAL BLOCKING DRAWING NUMBER:SU-Ot-0005 6 (APPLICABLE TO ALL IIIIPERIAL AND gtLORO COTTAGES OTH 18e FLOOR 00THS-SEE FL-01-0009.2) ON SITE PERIMETER 16 X 16 PIER PAD 17 X 25 PIER PAD MIN. BLOCKING O.C. SPACING 1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE WALL 49"/24" 64"/40" 64"/49" MAX LOAD INCLUDING PIER AND FOOTER 1778# 2667# 2950# I 3 Z pq. . ST E OF 4 ,c C-FL- 89.01 - 89.03 ALL zoNES ALL EXPOSURES 2D PSF ROOF 10 PSF D.L APPROVED BY 000 May 07,2009 INC. FEDERAL MANUFACTURED NONE CONSTRUCTION AND SAFETY STANDARDS Nonda BY. — DATES REV. LETTER: JACOBSIEN HOME$ spraoTcAuDlrs ffiotARi . M.T. 03-02-09 Ab °"�'S� DRA NG nTLEf .mfleAISI � ,�twss�qADD. PER. 81 OCKING REOUIREI�ENTS P,O, BOX 368 +++NNNt������ .1 D, W1IX�AL5 Att[. SAFETY HARBOR, FLORIDA 34695 t WRAOXG 4UWEM P14ONE (727) 726-1138 SU— 01-0005.1 7 I, MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI — SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS —OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL SUPPLY DROP TYPICAL SUPPLY DROP REDUCER 'Y' FITTING AIR FLOW UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: ❑❑.❑ORIGINAL, P.O. BOX 368 PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS n ❑„❑ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 INC. such MATERIALS ARE PROVIDED TO THE REOPIENT FOR SPECFIC PURPOSES AND MUST BE ITT CONFIDDMAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-13-0001 ,/--j` (09-30-08) PHONE (727) 726-1138 44 WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE -WIDE HOMES TYPICAL FLOOR ASSEMBLY FLOOR JOIST MAY BE NOTCHED -J AT PLUMBING CROSS -OVER WATER CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS -OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS -OVER. NOTES: 1. CONNECT WATER UNES TOGETHER AT ALL CROSSOVER LOCATIONS. 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. NOTICE: DRAWN BY: ^ DATE: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE Q.L.Y. 10-23-95 ❑LMDOPED] ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING WATER CROSS -OVER INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑ PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11 -0020 t .ETTER: A BLOCKING (PI% LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM th, FOR SPECIFICS i SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ P.O. BOX 368 ❑„❑ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE OPoGINAI, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OHM .8 COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT h, THE MARRIAGE LINE) A GENERAL PERIMETER BLOCKING 64" O.C. MAX. (SEE SET -MANUAL FOR SPECIFICS) DRAWN BY: DATE M.T. 105-20-06 DRAWING TITLE BLOCKING (PIER) LABELS DRAWING NUMBER: SU-01-0006 REV. 43 ADDITIONAL RECESSED PORCH BLOCKING (THS OIDCx IS IN ADDITIM TO ITLO= TIEgARED IN THIS MANUAL) v] 1 `] I i • %/%i MT 1:1 71im ' Ill DETAL If MY SO omGGER IS OH FLOOR JOIST NECILY tum PORCH POST —BMW WALL �- PER UIDiR ADDED I-BFAYRECES `D PORCH PNRS T PORCH P0615) AS SHOWN PER UNDER ADDED !- -J 64.O.C. MAX. JPIER SPACING AT MRUIGEWAL.I NOTE DISUNCE BEINEET( ICE OF [PIER AND I= OF PORClI POST MAY NOT am DEPTH. OF T1P. PORCH POST Tiff. PORN POST FLOOR JOIST 15im n?. Pan FLOORNG �� 51 •1WC - TYP. PORCH FLOORING . PORCH FLDOR JOIST PORCH OOOBLE PM PERDETER RA1L PORCH FLOOR JOIST PORCH �� (mp) 2 XA 6ecPtTutX[L1r Y!t PORCH PERIMO:TER RAIL �� (2) 216 FIX 18' WL TV. TE-OOWN SIM BN O I ET110 2 V. X-DO1M SWTUP fivo IIfT:f�1 t. . PORCH FLOOR JOISTS (SEE OTO DETAIIs) PORCH FLOOR JOISTS IV. PER (S' x a• x 16') (SEE ODIER DETAILS) TIP. PIER (i• x Ir x 161 16" x 16, MNH. In PAD 16- x I6r Mot IS PAD SECTION VIEW Rl CgOSS SECTION VIEW Al CROSS TIP. PORCH POST D?. PORCH POST Tip. PORCH iIOORLI6 MA �i110TE: DISTANCE BET110 EDGE OF PIER AID EDGE OF PORCH POST T1fP. PORCH FLOORING �51�2• MAY NOT E1 o 51/2- _ PORCH FLOOR 09 PORCH PLOCIR JOIST (2) 2 X 6 PT x 1a •MII1 W4= BEiRM 2 (2) 2 x ! FIT X IB• M01.T OR= BE= YM 2 npX-DOME saw PORCH FLOOR. JOISTS PORCH FLOOR = 5 (l OILIER DETAL,S) LONGITUDINAL VIEW -AR , . LONGI711DINAL. VIEW B2 DETAIL 'A' _w2%IL:EI,(), DETAIL 'B' NO1E5: ,•'�� lFiC'Sl''.y rr APPROVED BY L AOdIL M BL.001086 REGIAftED AS OLOICATEO ABOVE (USE 16' X IC PR PADS ON 1000 PSF SOL CAPAcr4 - 0.1 �' ,. Dec 13,2006 2. LOCATE BiAGal61JNOER PDaMI2tR JOIST OR MDIN S 1/2r OF END Of 16' O C y 1 P1Adm MOM is REQULRED UNOM POM AT EACH POST (6 * at MAX) I Z / O 91 I N C . c AD mwx BiOcat REOIARD AS YJON:ATTD ABOVE MM �IIER OF ADDED I -BEAM Y i v 1.i O ' j FEDERAL MMOFACFUI ED KOME (6e AG MAX) • � �.� � oonmmrnal MD SAFEIV STANDARDSIME OW KTW FOR OWREOLM BLOOML=110N5 6 AOOM WlJW AT POR@IAKRI 10R WALL WY OI m IN SIZE mu INN NOISE E-BFJtIt �r � •.• • ' ..ti'� �,�' No=m ss m._ CAW-' REv LETIEfi: .TACOBSEN HOMES , =w ►mw'a A» R.R.11-2a-os 00MAE. PpOMTMX NO QDIIFiDE I& AMIY�M, TIRE AODITNIN CESSED P.O. t30X 36lf MAWIMILS W �g1E UWR1FACAIRM PORCH BLACKDVG '— W. 2m MAI MS Am rI�M= TO 1F[ SAFETY HARBOR. FLORIDA W95 ALiTIBIT FEFE 9OJFC PYO'= NO "T K ORAWiO NIJII M PHONE (813) 726-1138 SU-01-0007 - MOBILE HOME SET—UP 2" WET VENT WITH NOT MORE THAN UNVENTED (1) FIXTURE DRAIN W.C. DROP i 2" i 3 O � i � 2" 3" A L T. �NDROPW C � INDICATES BOTTOM 3.. ' OF HOME 3" 1 1/2" DRY VENT (SEE ALT. FOR OPT. WET VENT W.C. DROOPP UNVENTi CONNECTION) i i 1 1/2" 0 i 3" � i O 3. 3• 0 3" TO ON SITE DRAIN CONNECTION 3" TYPICAL 2" DROP / i i 2" INSTALL FULL SIZE 2" CLEAN -OUT IF SLOPE 3^ 2" O IS BETWEEN 1/8" & 1/4" PER FOOT USE OD IF CLEAN - TYPICAL OUT IS NOT NEEDED 3" O 1 1/21 DROP O / i i 3" / 1 1/2" 1 1 /2" MINIMUM SLOPE 3^ �j 1/8" PER FT. 1 WITH CLEAN -OUT / 1/4" PER FT. WITHOUT CLEAN -OUT O FITTING SCHEDULE OA VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) OB HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) QE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FR WATER HEATF / SECTION ,,-3/4 THREADED INLET 14" DROP 3/4" TEE AND FRESH WATER INLET FOR 3 4 THREADED ` 3/ 4" ELL SINGLE WIDES AND MULTI- NOTE: INLETFIELD THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING 3/4" CROSS-OVERS ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR (FIELD INSTALLED) MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑.❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAIN SET-UP SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 42 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS �3 (fi _ff DIRECTION OF FLOW FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90' ELL SYMBOL ORIENTATION / USE 90- ELL MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET-UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP-OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE _ LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS p" = 1 1/2" DROP . = 1 1/2" DRY VENT 0 = 2" DROP 0 = 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN — — — — = 1 1/2" DRAIN LINE � m � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. 0 ❑❑❑❑ ❑❑■❑ JACOBSEN HOMES NOTICE: WIN THESE SPECIFICATIONS AND DRAGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURING DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: _ DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS INC. SUCH MATERIALS ARE PROVIDED TO THE SET—UP KIT. PL. FITTINGS DRAWING NUMBER: SU-1 1 —0010 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS PHONE (727) 726-1138 4'1 ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE HOST BEAD STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN LIEU of "FOURTH WALL CONSTAUCTION") STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKING ON -SITE 48" O.C. MAX. DESIGN MEETS FBC AND A.SCE FOR 140MPH (3 SEC. GUSTS) Also MOTs WINDZONE -III EXP. B LOADING FOR PAR-TIIALLY ENCLOSED STRUCTURES REF. PG. 07-0050, 07-0051 20 � ROOF 10 PSF D.L N D S01 R9. `"LC& NOTES: WAMRSAPPi6�lAicr�lf�er DAPIA APPROVAL T. HOST BEAN INSTALLATION IS FOR ON -SITE STRUCTURE ATTACHMENT: ,�: �i'`. • rI , '� t i mil• +�ON APPROVED BY 20' WIDE MAX NU ZONE 2 OR 1 Z•�APH EXP. 8 SITES. r , ' f: • 16' WIDE MAX 141N0 ZONE 3 OR 140UPH EF. B SITES `' _ `�^ f; �d_':�i �� Jan 20,200 - _ 2. MIN. BRACKET LOAD CAPAaTY FOR VERTICAL TIE —DOWNS Is A 24501 WINO ZONE 2, 29601 WINO ZONE 3 . ; ! / �' I INC. . 3. WALL FRAMING IS 2 X 6 SPF 13 16' O.C. F �`' OF p :�• �,� 4 : OF•� �i` FEDERAL 6TANUFAICTURED NOW CONSTRUCTION AND SAFETY STANDARDS 4. 48'. O.C. PERIMETER BLOCXNG REOLIRED ON HOST BEAM SIDE OF HOUSE S _•: JACOBSEN HOMES NOTICE: jir, S u-m SPEt1C aims AM DRAw.+>�W t ITS Y' D.M.T. DATE 01-10-07 fo.IETIM DRAWING IIU ATT. TO HOST BEAM P.O BO% S68 CNKWAI• PROPRETARY. SO DosIO IK MATENMIS OT .PCD9SEN MANILFACNRIND — „ SAFETY HAREIM. FLORIDA 34695 !C SUOI MAHP1 S ARE PRONGED' TO Ui YECFUI FOR 9ETi`IC PuaOstS AND M= BE DRAWNG HUIMBM. PHONE (727) 726-1138 ItEPT fADOIME AND SEOV FROM ODIFRS. NR SU-01-0008 10 BLOCKING FOR TEMPORARY SET SINGLE WIDE UNIT MAIN I —BEAM FLOOR SYSTEM MUST BE LEVEL HEADER AXLE MAIN I —BEAM BLOCKING PIER BLOCKING PIER BLOCKING PIER MAIN I —BEAM HITCH 7-- TEMPORARY BLOCKING IS REQUIRED ON HOMES LOCATED AT THE DEALERS LOT OR PARKED AT HOME SITE FOR ANY PERIOD OF TIME. BLOCKING PIERS ARE TO BE LOCATED UNDER MAIN I —BEAM AT THE REAR, AT THE HITCH, IN BACK OF AND IN THE FRONT OF AXLE AREA. MULTI -WIDE UNITS MAIN I —BEAM BLOCK EACH UNIT OF MULTI —WIDE HOME IN SAME MANNER HEADER HITCH MATE LINE PLUMBING TESTS WATER SUPPLY PIPING TEST ALL PIPING IN THE WATER DISTRIBUTION SYSTEM SHALL BE SUBJECTED TO A PRESSURE TEST. (MULTI - WIDE UNITS SEE SU-11-0020A FOR CROSS -OVER CONNECTION) PRIOR TO TESTING BE SURE ALL PLUMBING FIXTURES ARE CONNECTED EXCEPT WATER HEATER. CLOSE ALL FAUCETS AND RAISE AND HOLD THE FLOAT ARM IN THE TOILET TANK TO SHUT-OFF LEVEL. ALL SHUT-OFF VALVES IN PIPING SYSTEM ARE OPENED FULLY (EXCEPTIONS ARE DISHWASHER AND ICE -MAKER SHUT-OFF VALVE WHICH WILL REMAIN CLOSED) TAKE THE HOT AND COLD SUPPLY LINES AT WATER HEATER AND (FOR TEST PROCEDURE ONLY) CONNECT THEM TOGETHER. OR IF YOU CHOOSE YOU MAY TEST HOT LINES AND COLD LINES SEPARATELY (IN THIS CASE DO NOT CONNECT HOT TO COLD AT WATER HEATER). CONNECT TEST GAUGE AND THEN CONNECT SOURCE OF PRESSURE (AIR OR WATER MAY BE USED) TO PIPING SUPPLY SYSTEM. PRESSURIZE SYSTEM TO 100 PSI NO LESS AND THEN ISOLATE /DISCONNECT SOURCE OF PRESURE. 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. IF GAUGE SHOWS A DROP IN PRESSURE THERE IS A LEAK IN THE SYSTEM THAT REQUIRES REPAIR. AFTER REPAIR IS MADE RETEST THE SYSTEM, 100 PSI MUST BE MAINTAINED FOR AT LEAST 15 MINUTES. DISCONNECT HOT FROM COLD SUPPLY LINE AT WATER HEATER, AND CONNECT TO WATER HEATER. DRAINAGE SYSTEM TEST CONNECT ALL DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE PER ENCLOSED DRAIN LAYOUT OR TO COMPLY WITH LOCAL PLUMBING CODES. CAP OR PLUG THE MAIN DRAIN OUTLET. LOCATE THE LOWEST FIXTURE (USUALLY THE SHOWER), THIS WILL BE WHERE YOU NEED TO OBSERVE THE WATER LEVEL. INTRODUCE WATER INTO THE SYSTEM (SEE NOTE #2) UNTIL WATER REACHES DEPTH OF 2" MIN. IN LOWEST FIXTURE. THE TEST SHALL BE SUSTAINED FOR NO LESS THAN 15 MINUTES WITHOUT EVIDENCE OF LEAKS. VISUALLY CHECK ALL CONNECTIONS MADE ON -SITE FOR LEAKS (FACTORY CONNECTIONS HAVE ALREADY BEEN TESTED). IF WATER LEVEL IN LOWEST FIXTURE HAS NOT CHANGED WITHIN THE MINIMUM 15 MINUTES, AND THERE WAS NO EVIDENCE OF LEAKS AT FITTINGS, THEN THE DRAINAGE SYSTEM TEST IS COMPLETE. FAILURE TO MAINTAIN WATER LEVEL INDICATES A LEAK IN THE SYSTEM AND REQUIRES REPAIR AND RETESTING. NOTES: 1. HOME SHALL BE IN A LEVEL POSITION. 2. INTRODUCE WATER TO SYSTEM AT SINK, SHOWER OR TUB. DO NOT INTRODUCE WATER TO SYSTEM AT TOILET BOWL FOR THIS MAY TRAP AIR WITHIN THE SYSTEM. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE REv. LETTER: THESE SPECIFICATIONS AND DRAWINGS A� D.M.T. 09-29-08 ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING 11TLE ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH YATERULS ARE FRONDED TO THE PLUMBING TEST SAFETY HARBOR, FLORIDA 34695 RECD'&NT FOR SPEaFlc PIRiPOSES AND YUSf BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS SU-11-0002 40 MOBILE HOME SET-UP PLUMBING CONNECTIONS CHECK WATER AND DRAIN LINES FOR ANY CONNECTIONS THAT MAY HAVE COME LOOSE DURING SHIPMENT. SHOULD YOUR HOME NOT BE EQUIPPED WITH A MASTER SHUT—OFF VALVE, ONE MUST BE INSTALLED BETWEEN THE HOME AND THE WATER SUPPLY. THE WATER SUPPLY SYSTEM IS DESIGNED FOR A MAXIMUM INLET WATER PRESSURE OF 80 PSI. IF THE LOCAL WATER SUPPLY PRESSURE TO WHICH THE HOME IS BEING CONNECTED EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE SHOULD BE INSTALLED TO LIMIT THE SUPPLY PRESSURE. WHEN HOMES ARE SET IN AREAS SUBJECT TO FREEZING THE EXPOSED WATER SUPPLY LINES MUST BE PROTECTED. AN ELECTRICAL RECEPTACLE IS LOCATED ON THE UNDERSIDE OF THE HOME NEAR THE WATER INLET, AND NEAR ANY CROSSOVER LOCATION WHERE THE WATER LINES ARE EXPOSED. THESE ELECTRICAL RECEPTACLES ARE FOR THE CONNECTION OF AN ELECTRICAL HEAT TAPE. HEAT TAPE USED MUST BE LISTED FOR USE WITH MOBILE HOMES. FOR MULTIPLE SECTION HOMES WITH PLUMBING IN MORE THAN ONE SECTION, LOCATE AND CONNECT THE WATER CROSSOVERS LOCATED UNDER THE FLOOR ALONG THE MARRIAGE LINE BETWEEN THE SECTIONS. TURN THE WATER SUPPLY ON AND CHECK FOR LEAKAGE. CAUTION: DO NOT TURN THE POWER ON TO THE WATER HEATER UNTIL THE TANK IS FULL OF WATER. CONNECT DRAIN DROP OUTS TO COMPLETE ALL FIXTURE DRAINS AND MAIN DRAIN. BE SURE ALL CONNECTIONS ARE MADE TO COMPLY WITH LOCAL PLUMBING CODES. GAS PIPING HOMES WITH GAS PIPING HAVE BEEN FACTORY TESTED FOR LEAKS, HOWEVER, BEFORE CONNECTING THE GAS SUPPLY TO THE SYSTEM ANOTHER PRESSURE TEST IS REQUIRED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET—UP. 1. CLOSE OFF ALL THE GAS APPLIANCE SHUT OFF VALVES. 2. ATTACH THE GAS TEST FITTING GAUGE. 3. PRESUREIZE THE SYSTEM UNTIL 3 PSI OF AIR PRESSURE IS REACHED. 4. PRESSURE MUST BE MAINTAINED FOR 10 MINUTES WITHOUT ANY INDICATED PRESSURE LOSS. CAUTION: DAMAGE MAY RESULT IF THE SYSTEM -IS OVER PRESSUREIZED, THE GAS PIPING SUPPLY SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE OF 14" WATER COLUMN (1/2 PSI) AND NOT LESS THAN 7" WATER COLUMN (1/4 PSI). THE GAS PIPING SYSTEM IS DESIGNED TO USE EITHER LIQUIFIED PETROLEUM GAS OR NATURAL GAS. BEFORE TURNING THE GAS ON: 1. BE SURE THE APPLIANCES IN YOUR HOME ARE DESIGNED FOR THE TYPE OF GAS BEING CONNECTED. 2. WHERE APPLICABLE ON MULTIPLE WIDE HOMES, LOCATE "QUICK —DISCONNECT" AND CONNECT. THE "QUICK —DISCONNECT" IS LOCATED UNDER THE FLOOR AT THE MARRIAGE LINE. 3. MAKE SURE ALL CONNECTIONS ARE TIGHT, AND ALL APPLIANCES ARE TURNED OFF. 4. AFTER THE GAS HAS BEEN CONNECTED AND TURNED ON, MAKE SURE ALL THE PILOT LIGHTS ARE LIT. ❑❑❑❑ JAC 0 B S E N HOMES NOTICE: SPECIFICATIONS AND DRAVANGs ARE DRAWN BY: D.M.T. DATE 3-22-95 REV. LETTER: ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF MANUFACTURINGAP.O. DRAWING TITLE:n &GAS TESTSAFETY �Eltollll BOX 368 RIALSJACOBSENARE INC. Steal MATERIALS ARE PROVIDED TO 1HE PLUMB. CON. HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPDSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11-0001 (09-29-08) 39 BLOCKING NOTE HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF THE PIER MUST NOT EXCEED 1 /2". (THIS APPLIES TO ALL BLOCKING.) NOTICE: DRAWN BY: DATE REV. LETTER: ❑❑❑❑ JAC 0 BS E N HOMES THEM SPECIFICATIONS AND DRAWINGS ARE O.A. 10-1 7-08 ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF JACOBSEN MANUFACTURING — P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE BLOCKING NOTE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR MAC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01-0010 12 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I —BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR 39" 62" 86" 110" 134" 157" 144' WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 26" 42' 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. 4 MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS 4„ TYP 7" OR s" TYP 30' MAX (TYP) X X Q Q NOMINAL 16". X 16" SQUARE PRECAST - - 00 CONCRETE FOOTING d� 16" MIN. EACH SIDE 4 X a X a SOLID 6 X 7 X 8 SOLID FOOTING CONC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE - NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE fm' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALLS. C WAS - at ill S. 02 `gttuuurrprrr� NOTES: IN � F! ��qi DAPIA APPROVAL 1. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER 92ES AND • RFo'••. No. APPROVED BY " SPACINGS. 910334 •� 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT SPACING IN THE �u� - * IN EACH I -BEAM, AND MAXIMUM SHOWN CHART PI ABOVE FOR FULL LENGTH OF HOME AX 3. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS -o �, STATE OF ,� W ��Q•'• Q;: •�4V` " "C� y AT HATING LINE OF MULTIPLE WIDE HOMES. 'ice N p► .•• \ • FEDERAL MANUFACTURED HOME 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. ��FS�► CONSTRUCTI ARDS JACOBSEN HOMES N 1C V THESE sPEcmcAnaHs AR DRAVIIINJ ARE WN BY: M.T. GATE 1 2-8-99 REV. LETTER. EN P.O. BOX 368 ONIGNA', PRoaWARY, AND CONFIDEN11- MATERIALS OF JACOBSEN MANUFACTURNC INC. SUCH MATERIALS ARE PROVDED TO THE DRAWING TITLE: 16" x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 REC7im FOR SPECIM ROM AID MT BE KEPT CDRFTDENTML AND MOM FROM OMM DRAWING NUMBER: SU-01-0020 13 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT 0 EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: LIGHT FIXTURE INSTALLATION ❑❑■❑ ❑„❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-O9—O030 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEGRC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 38 MOBILE HOME SET—UP/ELECTRICAL I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). - ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT a INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER -` L APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-113.8 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. DRAWN BY: S.A. I DATE: 6-6-94 REV. DRAWING TITLE: TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 37 ALTERNATE MAIN BEAM PIE (f x t x 16' TIOLLO�( WMIE Y &DOM (NO �IQRTAR oR GOT mum) WIN MA CAY m A iT�EDANcbIt r x 8' X le HDLLO* CONCRETE BLOM IS 91* HE T An THICK r AXD 4SUE (S�) AiE Hgt QNTAL OFFS TS,Erl�) K TOP 10 Ta PIER CAPPED tlH= B0TEa1 F THE PIRA �f11Sj 40T EXMD 10. 4' 00 ARTREATED U*M (SEE NOTE 0i) L ®0° %la- G °D®is"I ®�' x ��'"16°� � �� SINGLE STACK BLOCK PIER 0° ��C NSF '®oo j No 45484 ° o 'm 8,0 LL�CMAd SEE k�01E 0 to ° S STA t F Zt RAW I -VA 000 ,° 400 R I px g x firHOLLOI,i( COijfIaETE BLOW AK SHO o "e OtU,�,L �®e®® S GYRE TAi1fl z ®`"ABeeaee®w 0' HEIGHTAlp Dndl ° 4FSETS FRIOV INE TOP TO THE (� BOT1 OF THE RER DUST NOT EXCEED 11t. PIER CAPPED OTH CONCRETE) id TRATED L*P (SEE NOTE j5j5) If x e x 16' CELLED MASONRY ROCKS OTH OPEN CQ15 TptTiCAI DOUBLE STAG( BLOCK PIER 1E+,000 LK CAPACITY (SEE 40TE d A 12) FLOOR jl`(IDTH MAX. MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACIRES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FLOCIR 2428 LBS. 3488 LB& 4548 LB& 5608 LB& 16V *DE FLOOR 2661 LBS. 3838 LB& 5014 LOS, 6191 LB& 184' MADE FLOOR 2961 LBS. 4285 LBS. 5615 LBS, 6941 LBS. PIER LOADS INCLUDE *EIGHT OF PIER UP TO 2500 - ADD DIFFERENCE VEN PIER WEIGHT IS GREATER. NOTEL UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH' SIDES VAMVUlk REi CALCs (CHECK PER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) G It I IlIr rk PIER PADS OTHER THAN COSU NCRETTE THHEY VLST6BE LISTED 10 CIATIRED TO EXCEED OR BE EQUAL N Vh M CAPAOTT $ #►EN USNG PIER PADS THEY VUST BE LISTED & CERMED TO EXCEED OR EQUAL V4 PS CAPAOM .x sTARr I-BEAV PIER SPAONG 24' FROM EACH END OF THE HOLE M EACH I-BW AO VAXIM sPAohG SH* IN DE CHART ABoyE FOR FLu LENGTH OF 4. ANY PIER HgwTS AWW 67' VUST BE OM*ED BY A P.E. OR ARCMIECL 5, CAPS MUST BE SAE LENGTH AND #DTH AS THE PIERS ON #11)CH THEY REST, 6. HARD*000 PLATES NO R THAN 1 1/Y OR 2 OR 4 Op 4" 500 CONQiETE BOCK VAY BE USED TO Fu ANY R 1d�NG NER11CAL GAPS, WINCD DN) III ALL EXPOSURES 20 PSF ROOF 10 PSF ML. APPROVED BY Revised Oct 17,2006 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JAGIOBAN HOMES nv,<7I7lCO,A, 2-8-99 ,,...... nasE 94A4;SSE0VaUM � P.O. Box 3li8 38 ��mA"G nTlr; ACT. MAIN BEAi� PIERSB SAFEARi oR� �OtaD; 95t ra�t G 10-08-08 SU-01-0021 ( ) 14 MINIMUM HOME SET HEIGHT FINISH GRADE NOTES: WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE MIN. HOMES HEIGHT ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01 -0022 ELECTRICAL CROSS -OVER & TESTING PROCEDURES I_ -MARRIAGE LINE I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES .SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE D.M.T. 05-25-06 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE- P.O. MATERIALS OF JACOBSEN MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ELECTRICAL CROSS -OVER SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SI E WIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (813) 726-1138 KEPT CON MTIAL AM SECRET FROM OTHERS SU-09-0010 (09-29-08) 36 15 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS NOTE: SEE BELOW NO. 6 BARE COPPER GROUNDING FOR SERVICE ELECTRODE CONDUCTOR BONDED TO CONDUCTOR NEUTRAL BUS IN SERVICE PANEL, EXTEND SIZES TO GROUNDING ELECTRODE PER NEC 250-83 MINIMUM CONDUIT SIZES: 1 1/2" MINIMUM - 150 AMP �- CONDUIT DROP FROM HOME - EXTEND 2" MINIMUM - 200 AMP �j TO BELOW GROUND LEVEL OR SEE LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 (2) NO. 1 NO. 1 200 (2) NO. 2/0 NO. 2/0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX. ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP ❑J❑'�I JACOBSEN HOMES THESE SPECIFICATIONS TAD.DRAWINGSARE DRAWN BY: D.M.T. DATE: 01-24-02 REV. LETTER: Ij��.�i P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING n DRAWING TITLE: SET-UP/ELECTRICAL l❑„� DDE SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE REGPIENT FOR SPECIFIC PURPOSES AND MUST BE /A-1\ DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0001 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 112" 85 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR-- 33" 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR-- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE j/4 184" WIDE FLOOR** 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LBS 2667 LBS '3556 LBS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1/4 SQ IN) MAXIMUM I=BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 46" 73" 100" SEE NOTE #4 SEE NOTE g4 SEE NOTE y4 160" WIDE FLOOR*- 42 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 58 1/2" 79.1/2" 101" SEE NOTE #4 SEE NOTE g4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH •r INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE ENGINEER APPROVAL: k G :i.; DAPIA APPROVAL: /S -c CA LZ S. ' FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. ', C - 'r Y - 1 G 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE `�.`. = APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM( PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS -n ' �"� Q� try w ?� ' �' r OCT 1 Y ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN -. " s,C`•'•F'' HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / 10' FOR UNITS WITH 10' OR +, !NC 12' I -BEAMS (24' MAX. FROM ENDS). , FEDERAL MANUFACTURED HOME TI NANDSAFETYSTANDARUS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE - DRAWING TITLE: PRE-FAB. 16" k 18 1/2" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AHD MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0023 16 35 ol 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.IN) - MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR:- 63 1/2" 100 1/2" SEE NOTE #4 SEE NOTE #4 SEE,NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54" 85" 116 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 49" 77 1/2" 105 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" NOE FLOOR** 43" 68" 93" 117 1/2' SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LEIS 5495 LBS 6868 LBS 8242 LBS 9616 LBS 20" X 20" PIER FOOTER SPACINGS* (MIN. 400 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 64 1/2' 101 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 54 1/2' 86" 117 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR** 49 1/2" 78 1/2" 107" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 43 1/2' 69" 94" 119" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2778 LBS. 4167 LBS. 5556 LBS. 6944 LBS. 8333 LBS. 9722 LEIS. NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 IN I� o NOTES: TO THE CONCRETE,.•G�STE EN APPR 'fl �'t �� !.. b" �., �..:•...... car i�i''' DAPIA APPROVAL: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL - rY ¢ e2- (c ) FOOTINGS ••QUO _ 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 91033 APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. Z. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN t s TNT •mob; acl I 1 HOMES INSTALLATION INSTRUCTIONS. I 10' FOR UNITS WITH 10" OR �,C ' �' INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' -BEAMS / , ,.a 4` 12' I -BEAMS (24" MAX. FROM ENDS). � EDERALhIANUFACTLIRFOHOME � •.any i 'DATE: JACOBSEN HOMES NOTICE: F +++E THESE SPECIFICATIONS AND DRAWINGS ARE aRim BY: D.M.T. 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18" X 22' $ 20" PIER PAD SPACING mlmrdPHONE P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE --- DRAWING NUMBER: SU-01-0024 SAFETY HARBOR, FLORIDA 34695 (813) 726-1138 RECIPIENT FOR SPEpNC PURPOSES AHD MUST BE KEPI CONRDENTUIL AND SECRET FROM OTHERS TIE -DOWN STRAPS SEE ADDENDUM TO SET-UP MANUAL FOR SPECIFIC TIE -DOWN INFORMATION. THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS. DANGER: DO NOT PRETENSION TIE —DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 7-20-94 REV. LETTER: ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE:P.O. TIE —DOWN STRAPS �S!d BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE ' SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-07-0002 PHONE (727) 726-1138 17 .34 MOBILE HOME SET-UP TIEDOWNS THERE ARE TWO TYPES OF NAND THAT CAUSE DAMAGE., HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE 111). IF YOU FOLLOW OUR RECOMMENDATIONS YOU WILL PROTECT YOUR HOME FROM BOTH TYPES OF WIND FORCES. IN TIEING DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND SPECIFICATIONS. ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4,725 POUNDS TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT. ANCHORING EOUIPMENT- (WEATHERIZATION). ANCHORING EQUIPMENT (STRAPS, ETC...) EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN ACCORDANCE WITH THE FOLLOWING: SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC COATED. TIE -DOWN STRAPS SHALL BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1, 1 /4 INCHES WADE AND 0.035 INCHES IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ANCHORING NOTE: THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR 'SLICE" THROUGH THE SOIL WHEN LOADED WITH THE FRAME TIE. THIS IS NOT DESIRABLE. SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS SHOULD BE PUT ON AT AN ANGLE SO THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL. THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED, THE ANCHOR MUST BE LIS FED FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED. APPROVED BY JULINP1 3 INC. FENWO CAUTION: DO NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF ItNS10N IS NOT APPLIED TO TIE -DOWNS ALTERNATELY ON OPPOSITE SIDES, THE HOME MAY BE PULLED OFF THE SUPPORTS. � i 6-6-94 a'ow• -'� SU-07-0001 33 17 3/16" X 25 3/16" PIER FOOTER SPACINGS* (MIN. •432 7/8 SCIAN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 70 1/2" 110 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 59 1/2" 93 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR- 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10,516 LBS. 24" X 24" PIER FOOTER SPACINGS* (MIN. 576 SQ.INj MAXIMUM I -BEAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR- 95 1/2" SEE NOTE #4 SEE NOTE 14 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR 81" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR. 74" 115" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR. 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,000 LBS. 12,000 LBS. 14,000 LBS. NOTE: UNIT WIDTHS WITH •+ INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: I. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV !`jy.�'!p, �`+` �'�.• G�.�TL ry �. ' "� �% 1`!G. DAPIA APPROVAL: 5 C�{t:Ls �& FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �' �� 14. 03 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910 G =APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. STATE ( �+ ^ o it 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO A5 SPECIFIED IN THE JACOBSEN •• HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH B' I -BEAMS / 10' FOR UNITS WITH 10. OR'!���• �'7''• ''C', �\ •'• INC. S 12' I -BEAMS (24• MAX. FROM ENDS). EDERALMANUFACTURED HOME D ARPS JACOBSEN HOMES NOT❑❑❑❑ THESE SPECInCATIONSIAND DRAWINGS ARE DRAWN BY: D.M.T. ATE' 09_22-01 REV. LETTER: j E110 Iu� ux P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PREFAB. 17 X 25 & 24" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPEC6IC PURPOSES ANO MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0025 18 19 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SQ. INS MAXIMUM I � BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) -WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120` WIDE FLOOR113 1/2` SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 144" WIDE FLOOR** 96 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 160" WIDE FLOOR.• 87 1/2" SEE NOTE y4 SEE NOTE /{4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 184` WIDE FLOOR** 77" 119 1/2" SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 SEE NOTE y4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: EN A OV'L.I i•.�+- =?+. DAPA APPROVAL• 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE(�Q'.•'G\uTE•,iCAL HOLIES SET-UP MANUAL. No.G-TVr FOO11NC5 SPECIFIED IN THE JACOBSEN ) 2. THE PRE -FABRICATED PIER PA05 ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 910�� APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REOUIRE►IENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN .•p ••,�j'1 or•' � � MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUTI RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS -NOT ONE CONTINUOUS PIECE OF VINYL) -SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS -INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "A"TY ��� �❑JACOBSEN HOMES �„� P.O. BOX 368 SAFE HONER(0� )F�O61DA384695 ❑❑❑❑ DETAIL "B" NOTICE: DRAWN BY: DATE: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: SHUTTER INSTALLATION MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPEGFlC PURPOSES AND MUST BE DRAWING NUMBER: SU-O5-0034 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 32 72 Zxk� 31 a 17" X 22" PIER FOOTER SPACINGS* MIN. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING NOTE: MAX. PIER SPACINGWITH *•• SEE NOTE !§!4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR+• 580 89" 120"«ts WIN* 120"««s 120"sa 144° WIDE FLOOR** 50" 76" 103"«s. 120"«s« 120"ss+ 120"+•• 160" WIDE fL00R«• 45" 69 1/2" 94` 1200s+s 120°+•+ 184' WIDE FLOOR** 40" 61" 83" 104'ss• 120"««+ 120"«*• MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 L9S. 6493 LBS. 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH a INCLUDES A 6" OVERHANG ON BOTH SIOES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY tD: ROUNDED) TYPICAL PHPHFRAME 1—BEAM ORIENTATION OF BLOCK PLACED .SYMETRICALLY ON PIER PAD REF. CALC. PG. G�®®Ca®®B®e �® o �a°. °°gyp C-SU - 19.01 c` � DAPU1 APAPPROVAL NOTES: 1. PRE-fABAICAIED PIERS MAY BE USED AS AN ALTERNATE TO THE CONdiE SPECIFIED IN THE JACOBSENHOMES SET-UP MANUAL APPROVED BY 2 1HE PRE -FABRICATED PIER PADS ARE 10 BE INSTALLED PER THE � •� a A • � - ° MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 04,2009 PIER CAPACITIES sHowN ABOVE°ALLOTHERREQUIREMENTS ARE TO BE ADHERED TOASSPECIFIED IN THE JACOBSEN 5•���� 3.FEOENAlH11xUFACIN000pl)� ' � oxoME. CONSTRUCTION AND SAFETY srAnoAxos HOMES INSTALLATIONPISIRUC110NS. ��C�Bf �ftA 4. MAX PIER SPACING 8' FOR UNITS WITH 8" 1-BEAMS / 10' FOR UNITS WITH le OR laA"BBn OBeO� 1Y 1-BEAMS. (24" MAX FROMRd� ENDS-USE1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 48" O.C. JACOBSEN HOMES NOTICE: � SnaFl�>= AND DRAWINGS ARE DRAWN BY M.T. DATE: 11-23—os REV. LETTER: DRAWING TITLE. 17 X 22" PIER SPACING ORIGINAL PRDPRWARK AND caNFIDIDtDu OF JACOBSEN YANUFACTURlNc P.O. BOX 366 SAFETY HARBOR, FLORIDA 34695 INC SUCH YATERIAIS ARE'PROND01 TO THE MawMaw FOR S7ECfIC PlM9•S Apo wsr HE Sk1RFT RiOY onHxs. DRAWING NUMBER: $U-01-0027 PHONE (813) 726-1138 lo PraoeROOnu AND PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS SOIL BEARING 8'=12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF w G] 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428IDS. 4148lbs. 4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A CAPACITY PSF 1000 409 sq. in. 519 sq. in.- 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. `t 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in in 2500 164 sq. in. 1207 sq. in. 251' sq. in. 295 sq. in. 1339 sq. in. 1383 sq. in C\l MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 1 6641 lbs. LOAD SPANS w SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' <a CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. Co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. co CQ MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175IDS 6975lbs LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q CAPACITY PSF 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. CID 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. 0 MIN. PIER CAP. 3375lbs 4295lbs 5215lbs 6135lbs 7055lbs 7975lbs YJINDZONE III (110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: Q1 SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 11111111111 ENGIN\�(i\ pi�OVAIs'�// /// DAPIA APPROVAL' OPENINGS WADER THAN 49 INCHES. (I) SEE NOTES: O2 , Q3 , AND (3) UNDER TABLE I, PACE SU-01-0040./' 'r,�STER Q3 FOR ALL UNIT WIDTHS USE 177 sq/ln PIER FOOTER UNDER SIDEWALL OPENINGS. THAT ��� GQ '•, 'ice •'. APPROVED BY ARE 49 INCHES TO 96 INCHES WADE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 sq/"n PIER FOOTER UNDER SIDEWALL OPENINGS. No, (MIN. 1000 PSF SOIL BEARING REO'D) - 910334 •� Y ® FOR PROPER LOAD SPANS, SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER ��r IN A SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY -. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) + '� '. 3'ATE OF zINC. ; ' H0161E (QS CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR ��Q•'• / �� FEDERAL MANUFACTURED SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. �i� ••�D �� CONSTRIVION AND SAFETY STANDARDS ' 141 MAR 0 1 1999 JACOBSEN HOMES NOTICE: 1 THESE SPECIFICATIONS AND DRAWINGS ARAV�1 DATE B.E.M. 2-6-99 REV, LETTER: P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CGIrEI"RAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: PIER FOOTER SIZING CHART FOR MARR. WALL OPENINGS n \� SAFETYHONER(72) 72266-1138 695 INc SUCH MATERIALS ARE PROWOED TO THE W1 COx�wL� RMMS PM 111101 allm /� GRAINING NUMBER:SU-01-0030 21 z � . ( 0 o 5'k f J Z era U co L x in Lu a iz - .2 30 s� ,��'�....•.�06 • tt1 Ila O V'— 1 %7 lu MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I �- MATING LINE OF UNITS I I SITE INSTALLED EXTERIOR SIDING I I MATING LINE OF UNITS II SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ ❑❑■❑ ❑T"❑ ❑❑❑ JAC 0 B S E N HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOMATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RETYPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM Qt O5 PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'- 4"- WIDE WIDTH MAXIMUM ( ( PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0' ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM (5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. S-O" MAXIMUM FROM EACH END 1000 807 AND 8'-0* ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615j) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Ql ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. O5 ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3- OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. REF. CALCS. G(.Tiil- '9F'91- NUNt y (7j ' �PQ` G\STE,9' Fl� No. Fo 910334 -o STATP OF c�c� NOTICE: A/N J AC O B S E N HOMES THESE SPECFICAPONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY. AND CONFIDENTIAL „ P.O. BOX 368 MATERIALS OF KCOBSEN MANUFACTURING 1 INC. SUCH MATERIALS ARE PRONGED TO THE SAFETY HARBOR. FLORIDA 34695 REMENT FOR SPEOFK: PURPOSES AND MM FIE PHONE (727) 726-1138 IIFPT CONROM MI AND SECRET FROM ORM 22 ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED EY INC FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 1999 - M.T. 2-8-99 PIE FOOTER S/A PIER SPECS CHART /--'\ NUMBER SU-01-0040 29 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN 42 COLUMN #3 COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN .#1 SIMPLY USE DIMENSION 'B'. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). NOTICE: DRAWN BY: DATE: REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE ❑„❑ P.O. BOX 366 MATERIALS OF JACOBSEN MANUFACTURING COLUMN SUPPORT SPANS INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 • KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-03-0001 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN- THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1' ROOFING NAILS 6" O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES' AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JAC O BS EN HOMES NOS AND TNESE sPECDICAnoNAND DRAWINGS ARE ORIGNAL, PROPRIETARY, MID CONFIDENTIAL DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: NE11t=E1 BOX 368 MATERIALS OF JACOBSEN MANUFACTURINGP.O. INC. SUCH MAMULS AE PROVIDED TO THE EXTERIOR SIDING APPLICATION DRAWING NUMBER: SU-05-0030 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECPIENT FOR SPM PURPOSES AND MUST BE IGPT CWDENTIAL AND SECRET FROM OTHERS. (09-30-08) 28 23 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE _ 1 SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLE 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/8" x 15 GA. STAPLES AT 6" 0. C. MAXIN 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTEF " STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFDENIIAL DRAWNG TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE EXTERIOR FINISH CLOSE-UP ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND,MAT BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROWOTHERS. SU-05-0020 r SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED HATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME -SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION._ 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT (2" WIDE MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS). AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. NOTICEk DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES THESE SPEaFlCA7IONS AM IxU1MNGS ARE M.T. I 12-22-94 a P.O. BOX 368 ORION. PROPRIETARY. AM CONFIDENTIAL MATERIALS OF JACOBSMANUFACTURING DRAWING TITLE SET UP NOTES n >, INCEN SUCH MATERIALS ARE PROHOED TO Tiff // SAFETY HARBOR, FLORIDA 34695 MOIP FT FOR SPECFIC PURPOSES AND MST BE DRAVANG NUMBER: 02-t2-013 PHONE (727) 726-1138 IOPT CWFWMAL AND SECRET FROM 0IHM SU-05-0001 24 27 EXTERIOR ROOFING CLOSE-UP RIDGE SHINGLES OR TABS CUT FROM THREE —TAB SHINGLES FURNISHED IN THE SET—UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING I (INSTALL RIDGE SHINLGES PER ♦♦ I I MANUFACTUERS INSTALLATION INSTRUCTIONS.) ♦ I ♦♦ ♦. I I I , I I I I I ♦ ♦ •Alll" .�lu. ,19A ♦ .tl^It ♦ •n9R ♦ alp. .ptl, •dIW. a191" d1A. nlp,. +9A. �91R mu. aRl' p �e ntlp. Ih •n,p,. +W IIII• / •allp i dllA. / WIp dlp. — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) T\T (l ITT,' C - 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET—UP FOR DOUBLE WIDE HOMES. - COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE uKAArN UT: S.A. UAIt: 6 - 6 - 94 KtY. LtIILK: ❑❑■❑ ❑,.❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA ,34695 PHONE (727) 726-1138 • ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING TITLE: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-0010 SHINGLE INSTALLATION nni\r o, irn Ti nr,r /\ a�..W,, � . II � o�..w W, •�r� n -ter .W..�„M .o..a m a0 1�o1�1 n An SEE PAGE RC-19-0002 NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. FASTENING DETAIL NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. ❑❑❑❑ JACOBSEN HOMES ❑„❑ P.O. BOX 368, 901 4lh ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 25 26 0 JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 SET-UP MANUAL ADDENDUM .1 ❑ter❑ jAqOBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. REV-01 /10 ALL HOMES SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C, contact the Department of Motor Vehicles 850-413-7600 80 1 ON TES: ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT -MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT. BE IN CONTACT WITH THE GROUND. /DUCT SUPPLY OR RETURN HOLING SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. I:Ielllyj:4Ill .lm 1 5 19z15 _ _ INC, q MO S�Ii7S i9rOMq r JACOBSEN HOMES NOTICE UKAWN Ur UA IL ISCr. IL��Gn: TNEsE sPEancATms AHo DRATHNGS ARE C.L.Y. 5-30-95 OFEONAL PROPRIETARY. AND CONIIDENTtAL DRAWING L6TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANACTLEIDNG EXTERIOR A/C DUCT m W_ SIXH MATEWALS ARE PROMDED TO THE SAFETY HARBOR. FLORIDA 34695 KCRENT r0R SKOM fVaPM AHDMM K DRAWING NUMBER PHONE (813) 726-1138 IVT CD+MTK AND SEOU FROF ORM AD—AC-0001 0 ALT. ROOF ASSEMBLY FOR MULTI- WIDES CENTERI.NE CONNECTION FOR QUAD UNITS IS THE SAME AS FOR THE MAIN UNIT (REFER TO SET-UP DETAXS). 30 GA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PERIMETER RAIL--' OR RIDGE BEAM CROSS-SECTION 30 GA. GALV. STEEL STRIP 8' X LENGTH OF ROOF SSECT10N5 MAY BE OVERLAPPED 2 MIN.) W/STAPLES AS SM011HI. INSTALL ROOF CAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) �- 30 GA. GALV. SIM STRIP SECURED WITH 7/16' X-16 GA. STAPLES FULL PENETRATION INTO DECKING 2 " O.C. MAX SPACING (TYP.) �TTI11�1F!)! NOTES: ENGNEP— ' 0 - D O, � � O 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS Q' No. ', REMOVED FROM ROOF IN MOM CONDITION O (EXCEPT FOR STAPLE HOLES). ENE8703571 •� STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2 SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY ;k '`4TRANSIT % �;<%Rxow DAMAGE AND TO ENSURE THE SINGLES LINE-UP %.F FROM ONE SECTIONTO THE NEXT.•'• . JACOBSEN HOMES THESE SPEOFTCANOTICEl1 0N5 AND DRAMN6 ARE Fora DRAWING TITLE: LLI ■ 080NAI. PROPKIARY. AND OONFIDENTUL „ P.O. BOX 368 MATERIALS OF JACOLiSEN MAIUFACTOUG DiC SL10F MATERIALS ARE PROMOED TO THE DRAWING NUMBE SAFETY HARBOR FLORIDA 34695 REffUlT FOR SFM PJ"5ES AID "I BE (813) 726-1136 IRPT O9I WTLLL AND SE00 FROM ODD 38' X 5' LAG SCREWS 16401, (ZONES 2 k 3) STAGGERED E7 BY 41- .l1JN 1 5 -M T14 INC C.L.Y. 5-16-95 ALT. ROOF ASSEMBLY eEfi QUADADD2 REV. LETTER: 2 7q ADDENDUM FOR INTERSECTING UNITS /nnRURR I \ LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAU THIS END. EXCEPT FOR ZONE 3 EXP. V THEN 2 REOINTED EA. HALF (IE ONE EA. BEAU. ETC_.) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE STDEWALLS SAME AS THE MAIN UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE WIDE CONNECTION REOUIREMENTS. 24" MAXIMUM SPACING TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SAME AS TYP. DOUBLE WIDE TIE -DOWN REOUIREMENTS). 2 LONGITUDINAL TIES REOUIRED AT EACH HALF INS END ONLY. W MM PIER HEIGHT FOR VAPoOUS ZONES (REFER ALSO TO SIDEWALL TIE-DOANS MAXIMUM HEIGHT} 70NE2 70NE3 EXPOSURE V 90" 56" EXPOSURE V 39" 0. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTIONS) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FEAOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) ...T1T1unnlq�,. NOTES: LNWLh �7KUV I� •. -.,n , ``ERF •'? ���"APPROVED VAMA ArrKUwu: 1. FOR WAD SECTIONS. EACH'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED 4`G\ Q` No. O •� BYE. INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALLS. TIE -ROWS. RIDGE- EN 0357 BEAMS. COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) _ .1UN 1 5 1m 90•• INC 'F:l5 0mwwmswovn AL JACOBSEN HOMES NOTICE NOTICE W.SE SPECIFICATTCNS AND DRAWNS ARE DRAW BY: C.L.Y. DATE 5-16-95 REV. LETS DRAWING TITLE: ADDENDUM -TNT. UNITS P.O. BOX 368 MONAL PRWEETARY. AND COrr1MTLAL MATIM S OF JACOBSEN MANUFACTURING „ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 PHONE QVITit FCRA9'EKCM PJV' NU UM BEBE IM CO!( MTUL AND SEOV TRIM ODD& DRAWING NUMBER 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 DISCCNTI"IUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) NOTICE JACOBSEN HOMES 11iESE SPEaF1CAl10N9 AND DRAwNGS ARE MA1TRIALSP OFROPKIARYBSE PtON YANUFAC1URDi�G •„ P.O. BOX 368 W_ 99H MATEN&S ARE PRWM 10 THE SAFETY HARBOR. FLORIDA 34695 RECPpT FOR SPCanC RRPOSES AND LUST BE PHONE (813) 726-1138 10PT CWWT1A NO SE00 nM OTADM DAM APPROVAL APPROVED BY a, IN r14 sir IN �. o w�ama wmsnvo," DATE: REV. LETTER: C.L.Y.9-28-95 W.H. VENT. SYS. B 'R AD-AC-0100 78 3 ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.131' X 1 1 /2' LAIN. 3/8' X 3 1 /2' MIN. LAG INSTALLED SEE NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE DETAIL BELOW 1F GAP EXISTS BETWEEN FLOORS. 0.016' X 1 1/2' MIN. STEEL STRAP 048 O.C. MAX.lip INIAINC. ZONE 1 INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM. NOTES: DARA APPROVAL • DAP ROVED BY � o", FEB 000NST 1 2000 PINC. LNW1UFAUNOAE AAIDSAPEnsw+ow+os JACOBSEN HOMES THESE 9tculenais`un a+AFRax ARCDRAWN ®r M.T. DAB` 2-1-00 1"' ""`FC. aamago1. Paaaaa'uar, uro caaioEwwK uAmaKs ar �caescv uwurAennIwe DRewwe nnE: ZONE 1 INST. � \� P.O. eox ]6L1 „�, WOI H�h7ENS „ac,�+o„oco TO nrt SAFETY HAR80R, FLORIDA 3�695 eELAort to+ eEnx nravas uo KW a pR,►rat+C NU>aBER: .PHONE (727) 726-1138 IO:iF Comoorau r+o SFOi[T rxoY MOM - A!)—Zi-0100 4 77 ZONE I TIE —DOWN PLACEMENT TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM - - NOTE #1�— MAIN FRAME 1-BEAM IEND SPAC `GI CENTER SPACING F CENTER I SPACING CENTER SPACING CENTER SPACING CENTER I SPACING END ISPACINGI DOUBLE WIDE TIE -DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER END ��.• I.41N lr RUl\Y TINAI\V TYPICAL I -BEAM TIE -DOWN 1 MAIN FRAME 1—BEAM SEE NOTE #11 SEE NOTE /1� MAIN FRAME I -BEAM MAIN FRAME I -BEAM ISPEACWCI SPACING • I SPACING `LsPEAAm ' TRIPLE WIDE TIE -DOWN PLACEMENT NOTES: ENGINEER VON ce c* 1. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING Of ��, ��ZIFIQgj:•.•% ��„ APPROVED BY MARRIAGE WALL OPENINGS HIDER THAN 49 INCHES. O No.0a4548f ., , STATE OF JACOBSEN HOMES THESE SPEOFIUTIONS NO NonC&S AND DRAWNCS ARE OFEaNAL, PROPRIETARY. AND CWMENTIA „ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTULNG W_ 9" YATEMA S ARE PRONDED TO THE SAFETY HARBOR. FLORIDA 34695 REMEHT Eat 9PE= FUMES AND UM BE PHONE (813) 726-1138 ►VT O ME1111AL AMA SEMET FROu OTHERS RR DATE: 10-31-95 REV. LETTER. TIE -DOWN PLACEMENT AD-Z1-0020 ADDENDUM MULTI -WIDE UNIT WALL FASTENING .131- X 3 1/27 MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE-HAIlEO): ENDWALL MARRIAGE LINE NDS01 E&. W APPIWAL. Dmm APPROVAL: 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY EXTERIOR WALLS. Revised S Zj Gb May 24,2006 John C. Doeden, Pl. I N C . K2 Enameering. Ina, FEDERIL tNN11EACRIREO NOME COMSTRUCTN7N �IID SAFETY STMOARDS JACOBSEN HOMES TNtSE �[QI�JL OmmmS m DRAWN Br. M.T. oATE: 05-22-06 REIL 1Ei1FIt "07E M% AID 03#ZOnK MUM 111LL B MATMU Ei A%cc Q1 Im"AC1trfINO P.O. BOX W_ 2= MAIM" Ali PAa1E0lD 10 111[ M/W WALL FASTENING SAFETY HARBOR. FLORIDA 34595 BST Ea sm tam w 1LI6F BE DRAWMG RI111BFR AD-FA PHONE (813) 726-1138 ItIF mE omx MID sBotY ncm cum �J fA 5 ADDENDUM . MULTI —WIDE ROOF FASTENING 30 *GA. GALV. STEEL STRIP -- SECURED WITH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX. SPACING). -LAG SCREW SET BACK FOR TRIPLE WIRES FOR DOUBLE WIDES TRIPLE VADE ROOF LINE INSTALL LAG SCREWS l AT A 45" ANGLE STAGGERED ROOF PERIIIEYM RAIL-J" OR RIDGE BEAN (FOR RIDGE BEAMS SEE NOTE #4) CROSS—SECTION CENTER LINE OR MATING iLINE OF TRIPLE VADE UNITS —.30 GA. GALV. STEEL STRIP T X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPEO 2' MIN.) W/STAPLES AS SHOW. INSTALL ROOF CAP PER SET- UP MAN. OVER GAL. STRIP. (30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN QWNAL CONDITION, EXCEPT FOR STAPLE HOLES.) PLAN ME - 31C X S' LAG SCREWS -LAG SCREW MI BACKS (2 1/4' SMOOTH SHANK) FOR DOUBLE WADES SEE CHART ON AD-FA-0001 FOR TRIPLE IMDES FOR MAXIMUM SPACING 214 234' ---- - FOR GAPS IN ROOF SYSTEMS -J �" INSTALL WOOD SHIM AT ALL LAG TO 1/20. INCREASE LAG LENGTH i' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION NDS01 LAG LENGTH 1 1/2% Imm. (SEE NOTE 2) (AZONES) CROSS—SECTION (WIGAP) c wA si 0 i s'1.07 (ALL EXPOSURES) NOTES: 0=101 APPROVAL DAKA APPROVAL L 2 1/!1' UK PDIEIFIAAON INTO RECEIMIG UW= IS REQlAl'D FOR LAG SUM 2 1000 RW TO K WM FROM SPF p UK OR KTML APPROVED BY r X 6' X CAP WDTN UK SIZI 09 OR PLYMOCO MAY BE USED F TF =135 EQUALS GAP 1101-4' X 6' URA. SIB Z SM OM DETALLS FOR M WLE WG ROOF NWCTOL �. Revised May is ,2006 P1INC. 4, lILf11 NSTALLfLG A LAC SfAE1M IiiO A RIDGE BEAM, fAST-DRLL A 3/d• MEM14M �ai1n C. UOBQBn. P >`•ON ME THROM W FIRST MOM BEAU. SEOOID-ORLL A 1/4' HOLE THROUGH TLE K2 En7kmrh iq, Inc FEDERAL MANUFACTURED MOME RECEMNO RIDGE VAM FOR THE MAM PdIT1011 OF LAC SOREx THESE DAIS ARE CONSTRUCTION AND SAFETY STANDARDS FOR 31C LAG SOTEMs @ELT. S 10r W7tIW1E SDEMAII HEIGHT. RIPJACOBSEN HOMES »� s %DRA..s AK oRwMll e): M.T. DATE Os-22-06 EM '�" L eox aae COG AL PROPf UNIT. AM DOTFWM'L WIEAa a Or JACM5101 UP"AC1U FMSAFM wt mal T AYMNs m MOM m nc 'v ORATRIG 1111.E M ROOF FASTENING AR � PHONE (t11 Jj FLORIDA wimm rmTo Yen FNO 0 O E DRANNG N AqM AD-FA-0020 6 _yr_ SINGLE WIDE TIE -DOWN T. ZONE I TIE -DOWNS MARRIAGE WALL I OPENING TIE -DOWN I (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' =oim LocATIoNs.) FRAME TIE -DOWN SEE DETAIL - 'B' --\- DOUBLE WIDE TIE -DOWN NOTE` C SECTION MARRIAGE WALL SIMILAR TO I OPENING TIE -DOWN SINGLE WIDE IRED AT (BONY. FRAME TIE -DOWN OPTIONALENATGS I OTHER LOCATIONS.) PULL DOWN TIGHT TO --/ GROUND ANCHOR DETAIL 'A' NOTE: A k B SECTIONS SIMILAR TO DOUBLE WIDE TIE —DOWN TRIPLE WIDE TIE —DOWN BUCKLE WITH 2O251 N MINIMUM SEE DETAIL - 'A' SEE DETAIL - 'B' TIE -DOWN STRAP SINGLE HEADED GROUND.ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (3150 LBS. MA)0MUM FOR EACH TIE40WIN STRAP CONNECTED). DETAIL 'B' TYPICAL TIE -DOWN STRAP (1 1/4• X .035- MINIMUM 2)NK COATED SIM STRAP, OR EQUAL WITH 31504 CAPACITY LUMMUM) )T 1,5= q?ZS 41 ut-TlrunF F-oa.0 0grACITj NOTES: ENONWAXW 6W.ODAPIA APPROVAL . O .•• 't1�1C''•. 1. SEE DETAIL 13 PAGE 4 BOR MARRIAGE WALL . �.; �T q�,•. �jr ��� OPENINGS GREATER THAN 49 INCHES. & UP To 171'ro" TIeIBvTq . O� ,, ��� y APPROVED B� 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a P :. : �O• C�354 S SEC 2 ANCHOR AND TIE -DOWN PLACEMENT. , 3. SEE DETAIL 'A' PAGE R)R TYPICAL I -BEAN NaR CONSTRUCTION. STATE OF Lib l I I V �i,,(�G,�S . O R1�;; •\ +• , FAIt7T3IATGUFb w JACOBSEN HOMES THESE SPEpnCATITIDONS � DUYVIM ARE "mmweW. RR D" 10-31-95 REV. LEr1>R . 0MCINAI. PROPRIETARY. AND WOUNT41 DRAMNG TITLE - P.O. OF JACOBSEN MANUEACTLIDNC P.O. BOX 368 INC, sup{ WAWA" ARE FRONDED TO THE ZONE I TIE -DOWNS SAFETY HARBOR, FLORIDA 34695 RECKHT FOR SPUN RCS AM MIST K DRAWING NUMBER: AD—ZI -0001 PHONE (813) 726-1138 IOPT CMfWTIAL AND SECRET FROM ODERS METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MR Y OVERLAP AT SEAM) SECURED WTTH 1B X 711C HEAD X i FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF CENTER OR MATING LINE I I .I #8 X 7/1V HEAD X f j FULLY THREADED SCREW (NO MORE THAN 12- O.C.) • I I I o ! B ■ m m 1 a ! U ■ METAL ROOF PANELS STOP APP. 3" FROM CENTER UNE Ref: EX-13-0051 and "-30 GA. GALV. STEEL STRIP 5' X LENGTH OF ROOF (SEE AD-FA-0020) AD-FA-0020 SECURED WITH 7,AV X 16 GAL STAPLES NDS01 FULL POETRATION INTO DECKING (ALL ZONES) (SEE CHART ON AD-FA-ODDI MAX. SPACING) (ALL OPOSURES) TOTES: OXOM APPROVAL• I. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS L STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING. �t-�Z I METAL PANELS ARE 29 GA. MIN. STEEL WITH V QC.RIBS. L SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND jft-G.DO0jCi_!, F.-: TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN go IrIG ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) APPROVED BY 0 N Sep 10,2008 rl INC. FEDERAL YANUFACSURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES Lfmm P" D.M.T. 08-25-08 INFM Si0M1C11DONS AID IMMIDIM ARE 000BUL HUNEW. AID CafamAI. DRAYDLC M. MAIF>AIAIS of JACOF = WNWACRM METAL ROOF RIDGE CAP — P.O. BOX 368 OIL SRN MAIMU ARE FW=10 WE MpAlik PHDNEE((813) FLORIDA i8 WTC amA� �F=RAVW 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 I NOTES: 15#- FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE DAPIA 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS tPROVEDBY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). .X1NN 1 5 1 h��„•Kiwnwe I "� � v,w stsrY naMovl� 6-5-95 JACOBSEN HOMES Nonce DRAWN Br: C.L.Y. ATE` THESE SPECUiCATtdRS AND ORAYgGS ARE ° ■ WMAL "MRCETARI, AND CONTIDENn& DRAWING TITLE P.O. BOX 368 UTERIA S OF JACOBSEN IJAIMCIURING M/W ROOF SEALING FvR THE SAFETY HARBOR. FLORIDA 34695 aE�T Pam s ax mw AND no K DRAWING NUMBER PHONE (813) 726-1138 IVT CCWMTML AID SECRET RID➢ ODERS AD-FA-0025 ADDENDUM TYPICAL MULTI- WIDE TIE- DOWN. PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 24' SEE NOTE 1 COLUMN SUPPORT TIE -DOWN STRAPS REDUNO AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH. MULTI -WIDE FLOOR SHOWN SEPERAIED FOR CLARITY V V V V V V V V Lid24' STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR ROM TO BE INSTALLED A MAXIMUM OF 2'-0* (241 FROM EACH END OF THE UNIT. FOR TRPLE WIDE AND LARGER UNIT DESIGNS, INSTALL"TEERIIE ,AAa,� ALL TE-DOYIN MAPS As SHOWN IN TNIS DETAIL .��N C. Dp�'�,,,,� NOTES: (i P.. NO. FQ..Z' DAPIA APPROVAL I. DIRGE OPENING = ANY OPENING WIDER THAN MAX. DE -DOWN SPACING ALLOWED. 'NE870357] pVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED TILE STANDARD VERTICAL TIE -DOWN SPACI , SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE OF lQr MAXIMUM TIE -DOWN SPACING REOURED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). �% �' �N � •'•a`� �� 1 5 M 3. INSTALL fRATE TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. ��''.�`rS ' ..p • 'NG\�•�`�` I� `�� 4. SEE AD-TD-0001 FOR ADDITIONAL REDUIREMENTS. '''•,1���NAI %%��` AN016fi6Q&"u TIE -DOWN a"1O Rswal4 DEVICES ARE CERTIFIED BY OTHERS NOTICE DRAWN BY. DATE: REV. LETTER JACOBSEN HOMES THESE sPEOFIu1Ra4SIs AND DRA11INfS ARE . C.L.Y. 6-1-95 A OFaONAL. PROPRIETARY• AND CONRICIEN L DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN WN"ACTlRNG TYP. MULTI -WIDE T/D SAFETY HARBOR, FLORIDA 34695 RE�aPENNT FOR NO THE SAFETYBE PHONE (813) 726-1138 10T COKWR& AND SECRET ROM OTIETs DRAWING NUMBER m AD-TD-0310 8 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENMC 24' SEE NOTE 1 41FOLOAIW 1Ln ULAL IIL-UVFM .11WW3 VR AIRIIIAC BRACKETS (SEE 11E-DOWN SPACING TABLES -NORMAL MW/OR ALTERNATE- FOR MAXI M1 SPACING ALLOWED). ALSO SEE NOTE 1 STANDARD VERTICAL TIE -DOWN STRAPS OR ANCIIOR BRACKETS TO BE NSTAI.LED A MAXIMUM OF 2'-0* (241 FROM EACH END OF THE UNIT. `````%%%%% lnuIT44i,�4 ���`�?• ••15Tf•D�t`�'� NOTES: EN PR O •• L DAPIA APPROVAL 1. LARGE OPENING = ANY OPENING WIDER THAN MAX. TiE-DOWN SPACING ALLOV8. iz ENE8703571 �. -•- - ROVED BY Z VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI , 1t%1r__ SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE r - MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICALAWE ,�'•. /� k. 1 5 Im TIE -DOWN SPACING TABLES (SEE OM DETAILS). �Ft%+/' • �. �N�•�',,.�- INC. 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. ii�rOr�AL1`1"``�`�`` 4. SEE AD-TD-0001 FOR ADDITIONAL REOUQTEMENTS. �. r +ev:msska+w ANCHOR BRACKET AND TIE -DOWN DEVICES ARE CERTIFED BY OTHERS JACOBSEN HOMES NOTICE TNESE sPEarTUTIDNs AND oRArlps ARE DRAWN BY: C.L.Y. DATE 5-31-95 REV. LETTER P.O. BOX 368 OlaCkAL PRI PROETARY, AND CONI'MENTIAL n� SM MATU S ARE PROMED TO THE OF JAC08SEN MANUFACTURING[�Awm DRAWING TITLEMATERIALS TYP. SINGLE WIDE T D SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPEENT raftSIT= MOSES Alp LL7SI K IQPT CONfDENTUL AND swu mm orom DRAWING NUMBED AD—TD-0300 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MIP S (SEE V .../11\11 1\V VI 11•V VL1.1LI.1 RECOMMENDED OVER EDGES - LOW SIDE NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES - HIGH SIDE 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE 3EAD OF ROOFING CEMENT 2 BEADS REQ'D HIGH SIDE BEAD RECOMMENDED ON 'HE LOW SIDE) D BY JUN 1 5 W5 lirl INC. cT1m" %-"swa= JACOBSEN HOMES NOTICE DRAWBY: DAIS: REV. LETTER: TNESE SPEOf1GTI0Ns AND DRAlYNGS Ara: C.L.Y. 6-5-95 CRONAL, PROPRIETARY, AND CWWEXIM DRAWING TITLE - MATERIALS OF JACOBSEN MAMNACT"C P.O. BOX 368 INC. S XH MATERwS ARE PROVIDED TO THE M/W ROOF SEALING SAFETY HARBOR, PHONES (813) 7261 113g4695 OUT CW'o�n Rk AN SEOV � M� DRAINING NUMBER AD—FA-0026 72 9 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. 1N.STAI.1 A716K 1. REMOVE ANY CARPET AND/CR PAD FROM UNDER THE HEARTH EXTENSION AREA 2. INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS BEEN NS 90 (TIES FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH), 1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOVE) AND INSTALL FOLLOWING THESE STEPS A. CAREFULLY PLACE THE FEARTH EXTENSION IN THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSOIBLY IL SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 +B Y 2' WOOD SCREW1 r- FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION VAIIH A HON-COMBUSTABLE CAUMG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLA110K TILE SURROUND TYP. HEARTH (MAY BE SHIPPED LOOSE) 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING DAPIA APPROVED BY .lW28W nuAKr�wvnnu®Na� IN14�INC FA6utK7CM N05+1F1'if fS110Yp rTMJACOBSEN HOMES rr°rtcE BY:. DAIS REv LETIER: THESE sPcanulloNs AND oRANIN4S ARE C.L.Y. 6-16-95 MOHR. PROPWIMY, AND COfO1DDFm DRAWWG TITLE: P.O. BOX 368 UATOUAIS OF JACOM YMAIFACTIJFMC SHIP —LOOSE HEARTH SAFETYHARBOR, FLORIDA 34695 W RICH MAZOLS ARE PROW D TO THE PHONE (613) 726-1138 � ammlK me O5�, ,� DRAWING NUMeTk AD-FP-0001 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION COI-U►aI 'A' COLUMN b' SEE TABLE FOR MAXWW SPAN FOR COLUMNS 'A' OR T9' 'C' COLUMN b' /OOLUIQI APPROVED BY TABLE FOR MAXEnIM SPAN FOR COLUIWS'C' DR b'� SEE TABLE FOR SPAN COIL s[E TABLE FOR MAX. SPAN Il�1C. AFED* lLMArNUFACTUREOH=E RLICiIO�VAND lU 71 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR MARRIAGE LINE OF MULTI -WIDE FLOOR --'-VERTICAL TIE -DOWN TYPE 1. FINISH B. 'GRADE 1 STEEL STRAPPING 1 1/4- WIDE & 0.035- IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING MATH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR ANCHORING EQUIPMENT STRAPPING, FLAT STEEL, AND SEALS, CAPABLE OF RESISTING 0 THE WORKING LOAD 0 OF 4DDO / MIN. COLUMN STRAPS SINGLE GROUND NOTES: ATTACHED TO A ANCHOR (4000#) . _..N111TILJIIl,.. APPROVAL 1. ALL ANCHORING EOUIPMENT SUPPLIED �.���� Or�'•(;\5T E;y �UCci) .� BY AND INSTALLED BY OTHERS- ON SITE. �: Q� Np, Fp';'� PPROVED BYE, 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING .. N-$7 jM j 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- AT10N. _ INC V 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS � • • � � ' WHERE THE ANCHORING SYSTEM REDUIRES THE USE %�O'•. / k+�� OF EXTERNAL STRAPS OR CABLES. �, � � � L44TRICiQ1AlOSARiTiWaIIR NOTICE �DMWWO .. DATE REV LETTER JACOBSEN HOMES r4%sTE�IDDRAW=ARE C.L.Y. 7MA5-25-95 ■ OWIT LAL. PROPR[TARY. Am OoralOp w DRAWING TITLE MAT LRIALS OF ,IACOBSEN YAIAIFACIMO P.O. BOX 368 COL. TIE -DOWN APPL. „ LNC RICH MUMS ARE PRONOLD TO THE SAFETY HARBOR. FLORIDA 34695 REWW RR SKCnC RUMS NO YAT K DRAWING NUUBER: PHONE (813) 726-1138 KE" CWMTIAL AID sEo1c1 LR011 oram AD-TD-0253 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that'it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This test should be given to all smoke alarms individually. APPROVED BY 1zEV. I",t*" OR 25 20 N14 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDAIIUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 70 TRUSS SHEATHING APPROVED EY IN-P] INC. fET1ERlll MANUFACTURED HDME ool�TRucraN If!ND SAFETY sTANDAROS 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 \ `� � � � N FOR SHEATHED TRUSSES LN SIDEWALL I 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 THE OVERHANG OUTLOOKERS (PURUNS). ATTIC VENTALATION. 3/8' SHEATHING TO BE INSTALLED ON -SITE OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANT LOCATION ALONG THE LENGTH OF THE TRUSS. WINDZONE III (18- X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) (110 MPH) ALL EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL- 1. 3/9' YIN. RATED SHEATHING FASTENED TO ROOF TRIM WITH 7/16- X 1 1/2' X 16 CA YIN. STAPLES 1 1/C D.0 AT PANE. EOCES AND 3' D.C. AT ALL FRAMING MEMBERS GLU E UE REOUIREO) , APPROVED BY WN MAT E a Mretl, .E 14 INC. K2 ii1L. fEDEAAL MANUFACTURED ROME MNSTRUCTIONAND SAFETY STANDARDS z JACOBSEN HOMES NOTICE: THESE SPEanCAnONS AND DRAWINGS ARE DRAWN BY. R.R. DATE 4-27-9$ REV. LETTER: ■ „ P.O. BOX 358 ORIGINAL PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN YWACTURINC MI Du. SICH MATERIALS ARE PROVIDED TO DRAWING TITLE TRUSS SHEATHING _ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 THE NECKNI FOR VFanc FUfrM NO wsT BE KEPT CONnDENUAL DRAWING NUMBER: AND SETRn FROM OIW-RS. AD—HR-0001 I f I • ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. MARRIAGE LINE OF MULTI -WIDE FLOOR II FLOOR n VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (315 0 #) �t�pn rrgr NOTES: ENO 60L. • • • • � DAPIA APPROVAL: I. ALL ANCHORING EQUIPMENT O No. 9F� i PROVED BY BY AND INSTALLED BY OTHERS—RS— ONON SITE. A, 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING NE87 _ SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— • •. 1 5 ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS _=Im F : :,• INC WHERE THE ANCHORING SYSTEM REQUIRES THE � 4 ��,; o 6 NO)•�� "K"""s� USE OF EXTERNAL STRAPS %��'• `�.` S •''••••••.. OR CABLES. �i JACOBSEN HOMES NOTICE TNE%SPanCAr1tlSAND DRAMNGSARE UnAmi BY: C.L.Y. DATE: 5-25-95 REV. LETTER P.O. BOX 368 MA7WA FOFJA JACOBSEN M IUFACT nun W�� YMAIF oRAlwlc TITLErTTE COL TIE —DOWN APPL. Gm SAFETY HARBOR. FLORIDA 34695 RMLS AK NG SUCH YA1ERMi5 ARE FRONDED TO TK TO TIC REWpIT FOR SKCFIC RWOlS AIO MST BE DRAINING NUMBER PHONE (813) 726-1138 1 IV! MINE DfI AE MO XOTET nMM OTTERS AD— TD-0252 12 69 ADDENDUM COLUMN TIE -DOWN APPLICATION uARwAGE LINE OF MULTI -MADE FLOOR FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4• WIDE do 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR ANCHORING EQUIPMENT STRAPPING, FLAT STEEL. AND SEALS. CAPABLE OF RESISTING 0 THE WORKING LOAD 0 0 OF 3150 j MIN. O ANGLE SHOWN. =-Tl-f- — I T I___T_rl 35 ANGLE I I —I I I -I I I 35 ANGLE ANCHORS INSTALLED 24• APART COLUMN STRAPS ATTACHED TO TWO SEPERATE GROUND ANCHORS (3150# EA.) NOTES E?I` Vu �DAPIA APPROVAL ��` O •G�STfq'•��` �.� 1. ALL ANCHORING EQUIPMENT SUPPLIED ED BY� 't� �c '• �i �� BY AND INSTALLED BY OTHERS- ON SITE. Q' N0. O'•. AFT 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ ENr8703571 ' S SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- JUN •+ ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS INC, N114 WHERE THE ANCHORING SYSTEM REOUIRES THE USE �� �' �^,�rJ tJ.�`,,,�,,,,�,�,� OF EXTERNAL STRAPS OR CABLES. '�. Ff • .... .�(�.`� caaTwcTlalAro uvam %% JACOBSEN HOMES THESE S>�� AM MUM ARE VRAMeY. C.L.Y. DATE 5-31-95 REV. LETTER ■ ORIGINAL PROPiCETART. AND CQAIDENWL DRAIIING TITLE: YAT07U1L5 OF JACOBSEN MANUFACTURING P.O. BOX INC. SUCH YAnIMS ARE PRONDED TO THE COL. TIE -DOWN APPL. SAFETY HARBOR, FLORIDAI 34695 RECPEM TOR 91= PUN'=S NO UM fK DRAMING NUMBER: PHONE (813) 726-1138 IarT CWMAk A,o SECRET MOM OHM AD-TD-0251 HINGED ROOF DETAIL COMM ff PAM TD RASE RDDF TROY mm Pm9TIQl M SEr-1P Pog" IS wmx 22 Irr. Is Mn ROOF SEm s m31111GLY" 11EOVM& OEWO W UX NM 12 FM APART. IDUZ IlF= P= WM 3r W 00 W MW SEOX AND AVW IiING NM 2FEET OFA9MNXRNRAIL HINGED ROOF IN SHIPPING POSITION SECLIRE HMO F3Q POST TO FVM BEAD OR 2 X 6 SPF (3 FDIfD KW POST TOP RAIL, YM 1- 110 X 3' Tom SOiO OR 3-- #8 2 3' wom scREE HINGED ROOF IN SET—UP POSITION NDS01 REF. CALC. PG. C-RF- 223.0 - 223.6 NOTES: ENGN EI R APPROVAL• DAM APPROVAL• I BRACE NU ROOF' SECRON III1FE RAISED POSH REFIRE STi41= HDIGED APPROVED BY KNG P0O KID POg� Revised b b Jun 06,2006 John C. Dooder1, P.E. INC. ►0 Engi mewiq, Inc FFDFFIAI KANRIFAETIIRFD HOYF CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES manCR mm 9'[TM!Tad MO oRAum ARE P OINITARY. AID CCNF )TTIAL DMI1N BY: O.A. DATE: Os-OZ-06 REV LETIER %� . DMNNG 117LE: P.O. BOX 368 07MUS CF ANXIBS N YANIFACnrM HINGED ROOF DETAIL QWf7l9= SAFETY HARBOR, FLORIDA 34695 INC, YAIDW AM PW►�lD 10 1E Fame POI SiB11G PA OSES NO OW K. /H, DMYaIC NIAIBER PHONE (813) 726-1138 an manenvL w sou ROE ands AD-HR-0002 6$ 13 HINGED ROOF DETAIL 1IRIERLA171ENT TO BE GLUED 3' WK 014 BOTH SECTIONS OF HINGE ROOF. FOR WAND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERLAVI IT AND AND A MIN. 41/Y WIDTH OF ROOFING CEIENT TO TOP OF LAST SHDIGT.E ROW ON FIXED ROOF SECTION. (m is TO BE DONE BEFORE RAISING HINGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X B' BLOCK BEHIND 2 X 6 OVERHAND FASCIA BOARDS AND SECURE MTN 3-08 X 3' WOOD SCREWS EACH SIDE OF W. APPROVED BY Revised ON • Nov 30,2006 • INC. • FEDERAL YAl1UFACIURED HOME CM MUalM AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS WINDZONE ICI (110 MPH) ALL EXPOSURES NOTES, EHGREFIt APPROVAL DAPIA APPROVAL: I. BRACE PAM ROOF SECTION IN THE RAISED P09TKN BEFORE STRIG ING HN12D KING POSTS NTT! P061110?L a. � t ys od John C. D086m P• K2 Enonea* klr- JACOBSEN HOMES THESE SPEaP me as LT4 M= AIL DRAWN BP D.T. DA1� 10-02-06 rTiffn CAMIAL. HRCPRTEM- AMD Ous WMX DRAWING TITLE: . P.a eox 368 CrMAIIIIIALS Ift-sm PRD%M 70 7K HINGED ROOF DETAIL SAFETY HARBOR. FLORIDA J4693 R[C� All STY= RNFM AM OW K DRAWING NUMBER: P14oHE (013) 726-1138 Id" caffmamL Aim sm Am m m AD-HR-0003 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUYN ''A'coLuuN 'B' �� SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B' 'C' COLUMN V (COLUMN SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR V r SEE TABLE FOR SPAN COL F SEE TABLE FOR MAX SPAN FOR COL 'G' COLUMN 'E' COLUMN 'F' COLLW4 ' SEE TABLE FOR MAXIMUM SPAN"FOR COLUMN i MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORING REOD COLUMNS 'A', 'C', V OR 'E' COLUMNS 'B' OR 'G' COLUMN i (SEE AD-7D-D251, AD-TD-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-TD-0253) SEE NOTE 1 EXP. V EXP. '0' EXP. 'C' EXP. 'D' EXP. 'C' EXP. V EXP. 'C' OF. V EXP. 'C' DIP. V EXP. 'C' EXP. V 2 - 31501 ANCHORS 43'-0' 29'-6' 3S-9' 23'-7' 4S-O' 29'-6' 3S-9' ' 23'-7' 43'-0' 29'-6' 3Y-9' 23'-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' W-10' 11'-10' 21'4' 14'-V 16'-10' 11'-10' 1 - 40001 ANCHOR 27'-3' 16'-9' 1 21'-5. 15'-O' 27-3' IB'-9' 21'-5' 15'-0' 2T-3' 18'-9' 21'-5' 15-0' NOTES' ENONEFR APPROVAL DAPIA APPROVED $Y� 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. .)U'I 1 5 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR 'N 1 INSTALLATION. Johl C. Doedenl5r� Nam. � C , 15133 C. R. 22'" Goshen, IN 46526 JACOBSEN HOMES BM 7NESE sPEaTlunONS DRATfN BY: C.L.Y. IA TE: 5-31-95 REV. LET": P.O. P.O. as AAND oRArLxcs ARE ORIONAL. PRWWARY. AND COWMTLAL MATERIALS OF JMMSE11 MANNACTUFZULG ORATING TIRE- COL TIE —DOWN APPL. „ BOX 368 SAFETY HARBOR FLORIDA W95 W_ SUCH YAIERULS IRE PROV= TO THE RECMI FAt SPEcnc Pimm no Mmi eE /H, DRATANG NUM8Ek PHONE (813) 726-1138 IQPT COtfWIl& AM SECRET FROM OTHERS AD-TD-0250 14 67 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH IT MAY BE LENGTHENED BY USING A CRW SEAL WITH A WORKING LOAD OF 3150 POUNDS Ao 0 �B L�J f DIAGONAL FRAME TIE I I� ANCHORING EQUIPMENT CAPABLE OF RESISTINGI- THE WORKING LOAD REQUIRED ON THE -I I II TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. I I; APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) lz_ __ —r IF NEEDED. USE VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WADE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. om NOTES: E �GE..� ' •'� DAPIA APPROVAL:1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL Q` ;0' . FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT 910334 SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. * •. 0— x _= APPROVED BY 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- 'O ' STAT[ ` REVISED ATION. ' •�P'•• ��' �'���Fs+'����'� 1023196 N pl 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES V�r��� �i, s II THE USE '��i/TA1FSDEMMWJ I �J VCA OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). JACOBSEN JACOBSEN HOMES TKESE SPEor, n AND DRAVOKCS ARE /]0-05-96 DRAVN�Y: R.R. R DATE- REV. LETTER:- ❑M® P.O. BOX 368 CRIONAL PROPRIETARY, AND CCImDE M uATERIALS OF JACOBSEN MMRUFACTANC INC. SUD4 MATERIALS PROVID'� DRAWING TITLE: ALT. TIE -DOWN APPL. ❑ SAFETY HARBOR, FLORIDA 34695 ARE 1O 1KE RnaVNT FOR SPEOM PLItPW Ado UZI BE DRAWOIG NUMBER PHONE (813) 726-1135 lur COWIDEWMAL no STOREY rBoM oTIERS AD-TD-0210 INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 15# FELT TO ROOF PEAK 0 cc e 9 CID N v ONE-PIECE SHINGLE UNDERLAYMENT 2' MIN. OVERLAP (TYP.) . :.................... . . . .. .. . . . . . . I I I I ............. LLJ {APPUm ON AS SITE) OWN o I I .. SEf NOTE 13..: I 3' MIN. i---- �,.;A; . SEE DETAIL ...... rI ....... O 1 ' I I l I I; I SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE UFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 15# FELT AND SHINGLES. DETAIL A NOTES: 1: CEMENTING OF 15f FELT IS NOT REQUIRED IN ANY AREA EXCEPT WFIERE NOTED. 2 FASTENING OF 15# FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) 3. EXTEND THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD—HR-0001 (VATH SPECIFIC END PANEL LAYOUT). AD—HR-000Z AD—HR-0003, AND AD—HR-0004. NOT1C1& DRAIAN BY. JACOBSEN HOMES TNEZ VMWAMM AND DRAYRIGS ARE N � ROOF W. PRIETARY, AND CONFIDENTIAL DRAdNNG it P.O. BOX 368 SIMATERIALS ARE PROVIDED 7D VIE SAFETY HARBOR, FLORWA 34695 REIXW FOR SUM nMFM AID OUST E DRAVAING N PHONE (813) 726-113B ID:PT OOfiDF MAL AND 900 FROM OMM WINDZONE III (110 MPH) ALL D(POSURES AgPROVED BY INC. MANUFACTURED HOME CTIDN AND SAFETY STANDARUS M.T. 9-20-03 SHINGLE AND UNDERLAYMENT AD—HR-0005 66 ,t c PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4* SCREWS, 6-1/2' O.C. MAX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/ 16" X 1 1/2' X 16 GA. STAPLES INTO EACH 15" O.C. RAFTER 'AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) I NDSOI NOTES" I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHINGLES. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL VANDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. CRC - 167.01 - 167.02 APPROVAL: John 0. Doodwi, p.1 NZ EFqj1[mrlflfp, ITTG DAPIA APPROVAL: - APPROVED BY Revised Jun 09,2006 INC. FEDERAL NMRIFACTURFO HOME � COMSTRIICTION Iro SAFEtt STAADAROS JACOBSEN HOMES P.0. BOx 366 SAFETY HARBOR.- FLORIDA 34695 THESE SPEORCAOTICUNS Ao as ews ARE OMONAL. FRO'RUART. AN0 COWMMTLAL NATO s a JACOBSEII WAIRIFAC� W_ SIIC1 NATO S AK PROWM 10 THE DRAWN BY. O.A. DATE: 06-06-06 REV. 11t1EN: ^ H DRAWING TITLE: PEAK INSTALLATION DETAILS DRAWING NIIBER /y�� AD—HR—WV6 PHONE (727) 726-1138 RECPUII ra 4SCM mrosES M W4T IE Ivr awwtRM AM Nov F11O1 of"Eft ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIAGONAL FRAME TIE ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SET_ OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. )WN ANCHOR BRACKET ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFCATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP APPROVED VERTICAL TIE -DI (FACTORY INSTALLED) CRIMP SEAL (31505 WORKING LOAD) Q Vf I.Q.. VERTICAL TIE-OOw,N c TYPE 1, FINISH B. w GRADE 1 STEEL STRAPPING 1 1/4• WIDE h 0.035' c IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL NOTES: 1. ALL VERTICAL TIE -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). JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 HE PHONE (813) 726-1138 RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CLIP BY PLACING A STRAIGHT 3' LENGTH OF 1 1/4' X 0.035' TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE CONFIGURATION SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET 'ON TOP OF' THE RADIUS CUP. ��It11uu++Irrrrrri C. Do'c. R'KIIIOVANO. `o-' ENE870357��'•. D.c�' . �iV `��M•. ANOIOIt BRAY AND TIE -DOWN DEVICES ARE CERTIFIED BY OTHERS NDRAWN MY6. V "Tri THESE SPECIWAIMS AND DRAMAHM ARE CiIONA4 PROPMETARY. AND OONIICOITUL MATERIALS OF JACOBSEN YANWACIMNG W_ SM YAWJ MS ARE PRONGED TO THE REaW /OR TECFC PIRAOSES AND LUST IE W7 COIFDDITIAL APO SECRET TROY OTHERS PROVED BY NIPINCH FEOEAAt YUAiACRR1O10[ W 6: RRlQ1 A10 SVt7T.SL1�rO C.L.Y. I - 5-31-95 DRAWING nPE: ALT. TIE -DOWN APPL. AD-TD-0200 REV. LETTER 16 R5 PORCH ANCHORING DOUBLE HEADED 3,11, INOTES: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLODONG X .035" TIE -DOWN STRAP JOUS AROUND STRAP 'BLOCKS. W INDZONE III EXPOSURE C (110 MPH) :. 20 PSF ROOF jr."'= 10 PSF D.L REF. ;CALCS. "' log Z ENGI APPROVAL .. DAPoA APPROVAL: PPROVED BY RAL MANUFACTURED HOME NSTRUCTKIN AND SAFETY STANDARDS JACOBSEN HOMES TvoM A DRAWN BY: GATE REV. LETTER: ■ 1TIESE saEc>F,cAnoNs AIFO MYMAWINCS ARE M.T. 12-13-03 - a1aONAL. FRRICI ErAKY. AND OOMiDFNTIAL DRAWING 71111: P.O. BOX 368 MAIEMALS OF JADOBSEX MANUFACTUF& C PORCH ANCHORING MC. SUCH MATEIEAIS ARE PROYMEED TO TK SAFETY HARBOR, FLORIDA 34695 RFOPIDIT FOR SPEOM fiHPW AM MAT DE DRAWING NUMBER: PHONE (727) 726-1138 LOFT CM10 MAL AM gSFFT FROM CUM AD-TD-0112 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) Of SHINGLES TO 6 FASTENER METHOD) AND CAP INSTALLED OVERLAP PEAK AS SHOWN. PER MANUFACTURERS INSTALLATION INSTRUCTIONS. INSTALL FIRST LAYER OF 151 FELT TO ROOF WITH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EXISTING FELT AS SHOWN. NOTES: SHINGLE INSTALLATION INSTALL TOP LAYER OF 151 FELT TO ROOF KITH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH END TO ROOF DECK AND/OR ENSTING FELT AS SHOWN. SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION AP ROVED BY AUG 0 INC. R m AAANUfl1C1URED HOME ANDSAFfiflSTANDAROS NOTICE DRAWN BY: I DATE: REV. LETTER: JACOBSEN HOMES >tEsE SPECIFICAT06 AND DFUMM ARE M.T. 7-28-04 mwl CRONAL FIFIOREETARY. AND CO MTIAL DRAWING TITLE: \I MATERIALS OF JACMSD( MANUFACTURING SHINGLE NDERLAYMENT INSTALLATION P.O. BOX 368 INC. 9" MATERIALS ARE PROBED TO WE N SAFETY HARBOR, FLORIDA 34695 RECPENI.FOR SPECIFIC PROSES AIO rust BE ORAWWG NUMBER: PHONE (727) 726-1138 KEPT CMMPJL Am SECRET FROM DINERS AD-HR-0007 64 17 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT �- FASTEN TO FLOOR FRAMING MEMO W/ STAPLE OR NAL BANDING STRAP YAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING. 4DE OF NOT LESS THAN 1/4' PER FOOT .MUST BE MAINTAINED TOWARD THE OUTLET. WHERE VS CRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8" 'COT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END. .,. VIEW OF DRAIN PIDWP 1. PIPE CLEANER AND GLUE SHALL ALSO 8E SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. An. DRAWN BY: JACOBSEN HOMES LATE REV. LETO: THESE SPEGn�HRars AMD IWAWIfS RE . R.R. 7-17-97 I CA CHAL. PRMUTARY. AND ODSWIK DRAFMG TITLE - P.O. e0X 36a MAIIRIALS.OF JWMSEM WANILTU ACRRNO PLUMBING SUPPORT „ SAFETY HARBOR, FLORIDA 34695 NG SM VJLIMuS ARE PR0%CM TO RIC RICRMNI PoR SUM MPOSLS APO W AE DRAWNG NUM3jR PHONE (813) 726-1138 an RAILIOamL AND 100 Na.\ cnas A I AD—PL-0001 CEILING MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) �— 1 1/4" X .035" TIE -DOWN STRAP 36' MIN, CONTINUOUS AROUND JOISTS. 32' 35' NOTES: 1. GROUND AN04ORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD] (SEE AD-TD-DDOI [M-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR 11WALLATION.) 2. INSTALL A PER AT EACH END OF THE SHEARWALL JCSTS (PER THE ABOVE DETAILS). 3. WHEN SF EARWALL IS LOCATED ABOVE A SCUD HEADER (FULL HEIGHT CROSS -MEMBER) NO < TIE-DOW STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIWRATIONS. ALL ZONES AND ALL E XPOSULES1 4. TIE-DOMI STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS. 5. CEILING SHM CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. 6. FULL WIDTH SHEARWALLS ARE SHOWN W THE DETAIL ABOVE. HOWEVER, ANY LENGTH OR COt6lGLnATION SHEARWALL MAY BE USED. 7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .035- TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. John C. Doedenj.I 15133 C. R. 22 Goshen, IN 46526 NN IS A TRIPLE WIDE RAFTER. ) APPLICABLE TO STANDARD BLE WIDE TRUSSES. 1D VIEW X .03Y TIE -DOWN STRAP UOUS AROUND JOISTS. NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS WHEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED. (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) APPROVAL: APPROVED BY i irosvm .nr ..r�s JACOBSEN HOMES NOTICE THESE SPECITuiIONs DRAWN BY: R.R. DATE: 4-09-96 REV. LETTER: BOX 368 AND DRAWINGS ARE PROPRIETARY, AND CWrWTx MATERIALS OF JACOBSEN MAIAIFACIMHGS/W INC. WC H MATERIALS A■ORIGNAL. DRAWINGE:P.O. CONFIG. TIE —DOWN SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 ARE PROWDED TO THE REOPEN FOR SPECFIC RRPOSES AND MUST BE IDPT COWIDDIRAE AMID SECRET TROY Onom DRAWING NUMBER: AD—TD-01 I I 18 R3 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / CE-U40 WAY BE FLAT OR SLOPED END VIEW 350 PLF WAXWU SHEARWALL DES•GY VA! UE (PER WALL) 1 1/4- X .035- Tf UMN STRAP CONTIVUCJS ARCJXD JOISTS. DE VIEW X .035' TIE -DOWN STRAP JOUS ARLXRND JOISTS. NOTES: Z 7 1(o FiG+••ri : A"OVAL- ,� .�/y •� DAPIA APPROVAL: 1. OW"ANOIORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 (3150 DESMI LOAD] ` ' (SEE AD-TD-Daol (m-GENERAL NOTTS] FaI IIDTEs ON LiTI%110 ARolOR KST:AI OII.) 1 APPROVED 13Y .� 1 9° Z KSTALL A PER AT EADI ENO OF 1HE SNEA"ALL JDSTS (PER TIE ABOVE DETAILS). 3. WEN S-XMVIAIL IS LOCATED ABOVE A SOLD IEADER (cUll Ft oo CROSS-LIDJUR) NO � TIE-M-4 SMM.OR PIERS ARE REVAED (ALL 94EARWALL CONF1WRABOVS ALL 20nE5 �' �'.. ON AND ALL WORM). 4, TIE-DDYN STRAP RfOUIRED AT EACH LTA OF JOISTS, ALL OB= j'L/W CONFIOJRATION9. +�i� • • •. .-'• \, ��• I I r 5. CEILING S`IOP^T FLAT -LPTt CATHEDRAL OR SLOPED CELTNC MAY BE USED. ,��4iA�i�; r; •; Cti`,���,` t cs a esi. :w�..a 6. FULL YADTH SHEARWALPS ARE SHOW" IN THE DETAIL•ABOVE, HOHEVER, ANY LENGTH r OR COWIGURATION SHEARWALL WAY BE USED. ��J�NNNTI!tlttTttl NOTICE DRAWN BY: DATE REV. LETTER: C JACOBSEN HOMES -nM WEDTICABONS A.4D DRAWNGS ARE R.R 2-6-96 O11GWAL. PII•JPRCTA.4Y, A. -AD CMM!NnAL DRAVANO TITLE: P.O. BOX 368 UATTRJLLS OF JACOBSTJN UANUFACTURNX \P W- SUCH MATERIALS ARE PRQV � TO THE OBL. S W CONFIG. 11E—DOWN SAFETY HARBOR, FLORIDA 34695 REDpol TD9 sv= ILSP03S M4R WST EE DRAV«:;G NUMBER: PHONE (813) 726-1138 KEPT OJNIMIUAL AND gatT n mw oms. AD—TD-0110 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 41 VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE AD-PR-7002 �� SEE AD-PR-7008 SHIP THIS SEC. LOOSE .l — � — — (SITE INSTALLED) FOR OVERHANGS SEE AD-PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED `— FOR ROOF VENTING BOTH FACTORY POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI AL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITF _SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: APPROVED BY Revised Oct 25,2007 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE: TNESESPEC61CAIMSANDDU%WSAAE DRAWN BY: O.A. DAZE 10-24-07 REV. LETTER: 368 ORIGINAL. PROMTARY, AND CONFlUENTIAL 11ATERIALS OF JACOBSEN MANUFACUMING DRAWING TITLE: ON SITE PITCHED ROOF DETAILS B �,� P.O. Box SAFETY HARBOR, FLORIDA M95 REECPIENTT FOR ETC AND MISSTLS AM PROADW TO BEBE DRAWING NUUBER ® PHONE (727) 726-1138 KEPT COWTTOEITTIAL AND SECRET"onus AD-PR-7001 ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS ra. s/K VDM _ . , W. 3/II( l5� 3� -- 11 L -11 t WM PU SHEA"ALL3 1 I lT1p P1p7i afra1TA{15 1 (Ali 3faAWRQ I 1 (AlL LiNAWQ t DE-000 AE-00"s ttu41m pw 1 Tr Iiam 1 E 1 5vwx 1W gE 1w 5EENow1 A TIES imps 2 AND 3. Q Q ,a M�3 2 Atm k Q ra llmCb Plot R£dD rO NXM PtQT ismb Ms L=TW TTBS EDG►T10H THS LWATIG>rt mS LOCATION FIGURE 8.0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES TO All. SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL 9F VALUES. NOTES: fERAL AAA R ROVM-- n+ W-5, 1. T -CaSTS pXiot 10 IN W= PDX X-MM MAP NAT ac 1DGTT0 Im PPROVED BY UM Of K M" 41 M A901fE OAT 1== AT to Ota+4 MGQtS TTI er RATED IGGI Alf bL1Autt 11DAD �hsl n7o CE5f11 LaAol`�� (sit Ap7-pT>-pOOI [ro-af+cRK NorLsJ Ivt Nuts s Of aaw uarxuraL) +� •_; �6N$1 C:;F •, EB 1 0 2000 L HFM A M AT Gbt DO Or THE 2WApt"l JZn rpt TWC AWW tIC7A+L1� - Q` No. O '; (AM Ilrq w AT E001 " oe .usTs RECANlxlss a W-tom "w ktaaa�aitu] 9103`34 1 * INC A TjNp1 SF[M1pA1IS LOCATED AEON[ A 3A0 IgLE1l a11i t4]Ofi CIwYEII" pro Tk ��� _ K-BOW SPWS Ot $01 Ark R(aAU (� s1t 99L CO"LPATIOKS ALL Wt5 MANUFACTURED H061E Am ALL EVOR -4 STATF_ DR :� � TRUVIONANDSAFOiYSTANDARDS KGT1C �� `�� TEFL JAC0�3SEN HOMES 1G�ta�EOrlulvallo .••` R.R. Q2—Qi—C►0 CWQNAL ftmvi t w. No B rLTOQAtI: t! iw7e�pvAN%v P.p. epx Jaa 5 /W TIE PIER REQ. LL SAF£TT NARKapt. FLC!RUOA ]IEBS � >XIGf1 ��� � ' n / jj PHONE (721) 720-1138 �f wN � 41 o �I ren c` wave tAUGa+c rn x: . AO—TD-1 Cb ,3n 61 ADDENDUM (108 PIDEWALI�) NOR ZI➢fIEX dND D�$ ZONE & %.d & �• ��0.��31 (� �! LONGITUDINAL TIE -DOWN SPACING TABLE I,iIN.• FLOOR #OTH No Zoe 1 WND ZONE III w oTT; EA, SECII* Ava 11iN ei Orr. EA ZCXN e 12`-0` 2 53' 3 40' 13 4` 3 37' 3 46' 16-4 1. 3 45' 4 49 VERTIOAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE WIDTH VAX EAVE OVERHANG ViD ZONE tl 00 ZdjE 11 !PA* VAX PH NEI1iIT AhDO ` SPACING �� AII0i0R AIIGtE• 12'-0' 6A EACH SIDE 5'-4' 720 35' TO 40' 5'-4' 3T 45' 1S-4' 6r EACH SIDE 5'-4' 80` 35' TO 40' 54 42' 45 15'-4' 6` EACH SIDE T-4' 80` 40' 5-4' 41r_l 45' ^� LONGITUDINAL TIE- DOWN 9PAOING TABLE j�pN FLOOR i!'u ZONE 11 ZONE II Ott, Ek sEcmk r e* DtY u SEC01* e 12'-0' 3 44' 4 40' 13'-4' 3 52' 4 45 15'-4` 4 4V 4 56' VHRTIGAL TIE -DOWN / FRAME TIE -DOWN OPACINU TABLE kk FLOOR OIOTH YAX EAVE OVERHANG 0 ZONE 1 ZONE 11 SPA* VAX PIER HmT A va AWE, VAX PER HMI ANOW ANC• 12'-0' 6 EACH,SDE 4'4 726 37' a-0' 34' 40' TO 45' 14 6 EACH SIDE 4'-0' 72` 40' 4'-If 3r 40' TO 45' 15-40 6' EACH SIDE 4'-0' w 40' 4'-0' 42' 41T TO 45' • NOTE: WHEN ANCHOR ANGLE FROW VERTICAL CANNOT BE F0CALM ACHIEVED. ADD APPROVED STABILIZER PLATE. (SEE NOTE 15 FOR HOWES SET IN FLORIDA)fiT•�i" ' "•s� NOTED: 1. SEE FM ADOEINOD�I FOR ADDITIONAL REOUOtl�iENM 2 TABLE BASED 04 ANCHOR *DRdjG LOAD OF 11501 AND DIAGONAL TIE TO U*MlE BEA4 A 11fAX EAVE OVERHANG REFERS TO OVERHANG AT SIDE)jALL NOT FRW OR REAR 4, TA8LE5 APPLY TO I44' I6O', AND 18F' FLOOR �IjOTNS TH �) I/I' A9Oy� 1 I -ME SPAOK 108 WmVLW SOEWkL HEIGHT AND 6' uY SDE OVERHANG (6' OVERHAG kJAX EACH 9DE Or OFOq S STABLRER PLATES ARE REWIRED ON 9DE*ALL ANCHORS AND LONORIDNk ANOIORS gT HN FLOFeDA, SEE DWY RTRE m EFFECTIVE VARDI 29. 1495` EN . A • C.L1 •� +p° (�' —1; F:I •. r : ' i) • • ✓ o j :. v - f: ••• T •.. y_�( � �� �C !j - y� ` r ,. p „O •a• :;i _ . - ^. '' •oJ��T •.;`f r--nsu?: :<�`z�, '�� ST.'••••• - `'F;F`' << ONO APPROVAL APPROVED BY Mar 25,2008 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JAC_ OBOEN HOMES P.O. BOX 360 SAFETY HARBOR, FLORIDA W95 PHONE (727) 726-1138 NOR(*! ��,�,g, � �� �- FNaFFEcrAHzx T=1 OF dAo0 4 AIIuFAcu"'. SM Arwks AI[ ANOIaEa �,,,� ISLFIifr raa $[prR R/iP0lBS B �r OdfDENDk uP SFOEr ►>mM amm D.O. DATE- 12-11-07 REV. LETTER:1� DRA G TITLE: NORM. SPACING TABLES DR G AD- TO-0087 ROOF- TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' LAIN. ROOF WITH 7/16' X 1 1/2' X 16 GA. STAPLES DECKING SECURED WTH 7/16' X 1 1/2' (12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER. • SEE DETAIL 'A' SEE NOj1pl 11' MIN. SITE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO ALIGN WITH IL RAFTER BELOW. FACTORY INSTA;�ED SEE NOTE 12 MAY BE RIDGE BEAMS 18' MIN, (SEE NOTE j4) A I DECKING WU CROSS-SECTION FACTORY INSTALLED RAFTER (CENTER SECTION) WINOZONE' 11 ALL EXPOSURES (110 MPH) REF. PG. RC-07-0044 20 PSF ROOF 10 PSF D.L. NDSOI 'ff' CAS' C-FS3 - 88.01 NOTES: DKII FR APPROVAL- DAM APPROVAL: I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH 2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE INSTALLED PITCHED RAFTER TO ALIGN W17H FACTORY INSTALLED APPROVED BY RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH 14iJun 09,2006 j10 X 4 1/2' SCREWS 9' MAX SPACING, O.C. 16Q,� NC I SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTKXIS. .3ohn C. 4eJd3Wn, P 6. ' FEDERAL K2 Engk er", Inc. MANUFACTURED NONE CONsmucnON AND SAFETY STANDARDS B-TWIRBJACOBSEN HOMES MUM MAM ORAWMAK DRAW Br: O.A. DATE: 06-02-06 FQ1/• rETrE1t P.O. Box 366 SAFETY HARBOR. FLORIDA 34695 wMMS of .MaDESiJI MANILA iItDFIG W6 SU01 HATUM ARE FRMW 10 IK H ORATING TITLE:/� ROOF TO ROOF ATTACHMENT DRAMf4C NUEIBEIi: AD-PR-7002 PHONE (717) 726-1I38 TECrUT FAY 9%= rR flr® yn rR6T [ W T ewmxw so wxr "M IML 60 21 END ZONE RAFTER f OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS ../ 0 0c aC 19' RAFTER TOP CHORDOC, . .r �2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. 16' O.C. 48s0 M,q,E'C 2 X 4 NARJNG BLOCK (INSTALLED ON SITE) MIN. (3) X 3' NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131' X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER W O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING ALL OUTLOOKERS SHOWN ARE 2 x 6 SW /3 FLAT OUTLOOKER TO TOP CHORD MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131- X 3' NAILS OR TAN. 7/16X 2 1/2' X 15 GA. STAPLES 16' O.C. MAMMUM INTO TOP & BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTLOOKER END ZONE ASSEMBLY 2 X 6 OVERHANG FASCIA W/MIN. (5) 7/16' X 2 1/2' X 15 GA. NOTE: STAPLES OR MIN (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OURDOMM M BE SECUIED M EACH TYPICAL AT ALL CENTER BRACES TRUSS OF 1HE DODBIE WSSE3 LOCATm ( E) IN X ENDZONE PER FASTENER CHART. SINGLE TRUSS ONLY REQWD OUTSIDE OF 3 FT. AREA TYP. OUTLOOKER FASTENING: FASTENERS: QUANTITY. PaIE1RATXRk .131 PD NAIL 5 1 1/2' 15 GA. _ STAPLE 8 1' f8 SCREW 2 1' (INCL TIP) 011ROM FASTENERS MAY BE INSTALLED VANDZONE III FROM TOP CHORD DOW F PE1ETRAI N ALL EXPOSURES IS MAI,OAM. (110 MPH) 20 PSF ROOF EXTRA TRUSS MAY BE 20 PSF D.L. PLACED ON EJIHER SIDE REF. CALCS. NDS01 C-RC-197.01-197.02 NOTES: ENGINEER APPROVAL• DARA APPROVAL- 1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE ROOF APPROVED BY SECTION TO BE DOUBLED.Poo 2 SEE OTHER -DETAILS FOR TYPICAL ROOF FRAMING. Feb 05,2008 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE Z7�a I , FASTENED PER AD-PR-7002. P,k FEDERAL MAHtIFAC1URED HOME Sohn C. Doe_n, CDNSMCRON AND SAFELY STANDARDS •K2 Enginiaeringr Inc. JACOBSEN HOMES 7WK SITUM7�101 AAMDD DRAVOW AM DRAWN �` 1-29-08• TIC&O.A. LETTEl� aalwNa PRaPRETARY, AND caNFTOENIuI ' DRAWING MILL- P.O. IEP P.O. BOX 368 WIFAINS OF JACDBSEN YANUFACIURN6 /Ll\ TlIC SKIT MAIM" ARE PRDHDED TO THE END ZONE RAFTER/OVERHANG ASSEMBLY SAFETY HARBOR. FLORIDA U695 pp�p7 m 9 C qpd m m aw pE Mum WAABER PHONE (727) 726-1138 T O 11RDO ML Apo SM RM MMM AD—PR-7003 ADDENDUM TIE -DOWN SYSTEM TYPICAL SDE ELEVATION . SwWING TIE-" SPACINGS. FIGURE 10.0' TYPICAL CROSS SECTO I SHOWING TIEDOWNS TV. iLO01515TEY � T1P. atOSS4m� alAsys s SUM 5FM - DAIVA m HMT AN' a mu CR AFPRDIED STAB= SET All W WA mSvulD WIN Ax o SHAFT 1EL m awe 11� FIGURE 10.1 W. CALL 110-0065 FOR SPAOIT TABLES Z SEE AD-1D-M FOR OJARLIY EF LOWTUOAL K-ODNN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOOM (PER) OUMTIIT AND OTHER RECUIREYENTS. 4. SE RAL AOQ)M FOR ADDIDONAL REOUREME IS S ZX 2/DPOSLBE'C 44- YAM M1 HERRIT ZONE 2/E>PUK -W. 26- YAWN HEIGHT ZONE 3/MMM 'C': 44- 4 A=M Mg ZONE 31UPOM b: W MkMKM HECK 5. ALL SIEQICATIONS ARE BASED ON 2W ROOF ANGLE MAX AND IW MAX 9XIIIALL NE ts(L WINDZONE 1/11 (110 MPH) 20 PSF ROOF 10 PSF D.L. EyBIgF�t YDYJIC`-'.; � `I�, DAPIA APPROVAL: APPP.OVEO BY A13,20016 Dec f orG: INC. ` S+IYI.- • FEDEwtt t+MWOFACl11RED HOME -. �. �P . caataucraN Av1D sAr•ETY srAHDAROs JACOBSEN HOMES `�01 DEY SPEarlatTlDNs AND DAA,�Tts ARI OV014. PnOrIDETAAL AND Cas1DEN1At ■ P.O. BOX 36e MATBIIAIS O: J%C M WWACXWM til_ SL101 UAVU1S ARE MWADED TO SK SAFETY HARBOR. FLORIDA 34693 =mr lot ywm / ram AND um K PHONE (727) 726-113e tt®r=WIMI.L aD Salo mcm ooa6 R.R. DAB' 11-28-06 wv. 1ETTElt FIGURES 10.0 AND 10.1 AD—TD— 0086 92 ADDENDUM �� 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES � 1� 1 �0 0 ZONE II & IH/EXP.. C & D LONGITUDINAL TIE -DOWN- SPACING TABLE (1� MIN. NO ZK I WIND ZONE 19 V FLOOR IK Iry mm IK on mm � 19l01H 11ETD of -Mai Ell 90 OF mu O Ell SLCTIod MOL I Ell SECDOI WL D 2S-4' 2 58' 3 43' 24!4 2 IST 3 457 VERTICAL- TIE -DOWN _ FRAME TIE -DOWN SPACING TABLE MIN. MAX - WIND ZONE I WIND ZONE 19 FLOOR T�lDTH EAVE OVBMG SPAM - OL WAD tDIID moo ANCIE SPA= w WA ANOIOR Mai . LOAD 23'-4' 6' 64' 31501 49' 5-4' 3150 45' 24W S. 6'-8' . 3150 49' 5'=4' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE I WIND ZONE IA FLOOR Ma olr ARM UK oil ANl?ICR WIDTH EA E110 or ANGLE EA, DO OF ARaE E� SEC110N Y11. O EA SECDDN )NAIL i 2.14 3 48' 4 4Y O 24'-0' 3 50' 4 "45' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE ► IL mkt WIND.ZONE 1 00 ZONE II SPAIX lDa ANm Alai PAC116 LOAD Amm MQE 9ADM OVEl01ANG 21-C 6' S'-4' 31 - 47' 4'4' 31 4Y 24'-07 6' S-4" 3150f 41' 4'-0' 3150 43' lOr MAX S IDEWALL HEIGHT WINOZONE 0/111 (110 MPH) 20 PSF ROOF 10 PSF D.L. Iiff. CALM ' - �,liiaE6sisroE�� NOTES; „ A:'::0��� DAPIA APPROVAL• 1. SEE FULL ADDEHOUY FOR ADDIFRIAL REOu6tDD:ti 4 'G�i�'(ir1�.4 ��,� ✓f6 J �, APPROVED BY 00oDec. ON 2. SEE AD-M-ODB6 FOR MANN PIER HDGM REOJM FOR THE LO r'+ TABULATED ABOVE, ��. {�Y M 13,2006 INC . ATE G C i1 tN3U1l M71MIF CONUM C11M AM SAFEIT STANDM D5i e4� `o JACOBSEN HOMES Ga"I rmSP nrANl0M5OiIAIDsWAN=Ali II: R.R. DATE' 11-28-06 TER: KV.IET A1Li 108' HIGH SIDEWALL SPACING TA8lf5 r.a Box 36a VRIRIIAL R "Mn AND CMFI0EMIX ORANXr, tAIEMIMC 111ALS OF &%CDeSFX UNWAC Ir_ SXH MANXI S ME PODUDm 10 14 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 fmww R7t VEW rUP= = Ilm K DRANK tat tamm uL UM � EROM am= . MAYBER: AD-TD-0065 • e ON SITE PITCHED ROOF DECKING INSTALLATION _TYP. ROOF FRAMING 16' MIN. / 16" ON CENTER TRIPLE WDE CENTER SECTION PEAK - SITE INSTALLED DECKING ON PITOG NO BLOCKING REQUIRED TRUSS SECTION k REMAINDER OF AT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS (2 FULL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES MIN. WDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) MANUF. INSTALLED DECKING TO HERE 5 WINDZONE III ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D-L" NOTES: t r%imtrx AYMHUYAL: UA MA PJTWUV u 1. 1/r MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Revised SPAN RATED) DECKING (EQUAL OR BETTER). John C. (INC. ct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE �i1 C•<:i :1¢, !ii0. 174 I V - SAME DECKING PATTERN. IN FEDERAL WINUFACTURED HOME 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCTION AND SAFETY STANDARDS GA. STAPLES AT 3- O/C EDGES AND FIELD JACOBSEN HOMES mm SPEI>FiCA11om me wwwS Aw OMC&oRA BY. O.A. IDA ' 10-24-07 ' LEM: ORIGM PKPWARY, AND CONFIOENAQ DIIAMN6 TITLE: P.O. BOX 3" MAh7dALS OF d COM MAMIFACIIiiINC sum MAIMS ARE PWAXD 1O ON SITE PITCHED ROOF DECKING INST, SAFETY HARBOR, FLORIDA W95 t tr r R 9M Aff= NO WM K DRAMYIG M MBE1k PHONE (727) 726-1138 AO-PR-7004 1� o0KE7EM MIAL No � Am ODEIM �1> 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 TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF APPROVED BY Revised IN A Oct 25,2007 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS 0� ❑��� JACOBSEN HOMES P.O. BOX 368INC.IN SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTICE: mm wEaF,DATm ANO mmcs ARE ORIGINAL. FitOPMETARY, AM CONFIDERM MATERu' OF JACOBSEN MANUFACTURING CSUCH MATERIALS ARE PROMED TO THE RELENT FOR SUM RVOZ ARID MDST BE KEPT C&IROE NM AND SECRET FROM OTHERS DRAWN BY: O.A. DATE: 10-24-07 REV. LETTER DRAWING TITLE: SITE INSTALLED PITCHED ROOF VENTS DRAWING NUMBER: AD—PR-70O5 24 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 10.0 TYPICAL CROSS SECTION ICI %OWNG TIEDOWNS TIP• Ma mom AKE - FIGURE 10.1 F NOTES: E" 1. SEE AD -TO-= FOR SPACING TABLES 2 SEE AD-lD-= FOR QUAMTY OF LCMAIDIAL THE-000 STRAPS R£QIARED. 3 SEE OTHER DETAILS FOR BLOMNG (PER) CMM7ITY AND OTHER REQUiGUrS. 4. SEE RULL ADDE7ND N FOR ADDITIONAL REQURE11E1NTS. "S ZONE 2/01HOSURE 'H:': 36' MAXIMUM HEIGHT + TV. MDO AIaE C 5V- �>>/OfOfffff IONNE 2/E>o V- 27 MAXI N HEIGHT +•, "� •' •"• ZONE 3ADIRmIRE V' 3r MAXIMUM HEIGHT �� �C • ;� O R ZONE 3/EXPO6URE 'D': 3Y UMM1 HEIGHTD 6. ALL SPE01flG RM ARE BASED ON 20' ROOF AHCLE MAX o�. f • IN'OT=: JACOBSEN HOMES THEN SAETiTCAmm AND DRATINOS ANE otaGl . PROPRIETARY. AND Omf10oISK DRA P.O. BOX 368 MATEIIIALS OF JACOBSEl1 MAN WACPJa1C Llw- INC. SIKH MAI EMS ARE PROMIM TO THE SAFETY HARBOR FLORIDA 34695 R93M FOt gECIK AMM MO NW N , PHONE (727) 726-1138 IST OdIFLFMfAL Alp MET HN GIEAt 57 SEE WX 5 FER >AMM IENi1T VANNDZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L ',a(- (0, 23 'ice APPROVED BY := Q 01 ee FEDERAI._MANUFACTURED HOME CONST RLICI ION AND SAFE[ Y S TANOARUS M.T. DI 07-20-04 FIGURES 10.0 AND 10.1 AD-TD-0084 ADDENDUM G���s S O & 1� 108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES 1 ZONE II & Ill/EXP. C & LONGIT im TIE -DOWN SPACING TABLE E+1 MIN. IMNO ZONE I wm ZONE III FLOOR MK OTY. A11010R WL OTY AMU �J WIDTH END OFM EIBe ff ANaE 11Q sEcaoli Mut B EA. SEEMMal e 26 —T 3 4T 3 53' V-8' 3 5T 4 45' VERTICAL TIE —DOWN / FRAME TIE —DOWN i SPACING TABLE WN. MAX. WIND ZONE I WIND ZONE NI SPA= WA MN010R ANU SPA= DEL WA MI010R ANOE EAW WIOOO OVERHANG L LOAD 26'4 r V-8' 31501 40 =50' 5-40 31501. 4T-5D' 6' 6'-80 31501 40 -50' 54 31501 40 -50' LONGITUbINAL TIE —DOWN SPACING TABLE MN.. WM ZONE I WIND ZONE II 0TY rEENOMQEff MM01011 WL OTY. Ek DD ff HIM(� ANTEECTION FLOOR YIDTH �1Q MIL ® EA sEI:TIaL MK B 26'-8' 4 41' 4 5T 30'-8, 4 51' 4 7W VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE II SP'= moll MIaE SPAON Malt AN E FLOOR W OVERHANG LO Lm S-8' 6' 1 5-4' 31501 40'-5(r 4'—T 31501 40'-45' 6' 1 5'-4- 31501 40-50 4'-0' 31501 40 -W VANNONE M (110 MPH) 20 PSF ROOF 10 PSG' D.L. REF. CALMC `i - 1 �///, �G — ��/ • 2 3 "Istall ++'If,3j•,• v EN i DAPIA APPROVAL ► :` �`7 T1FIca APPROVED BY 1. SEE F11LL ADDENDUM FOR A DI"AI REQUIRE MOOTS. Na 0045484 y 2 SEE AT-M-OM OB4 FOR MANI PIER HEIGIM REQUIRED FOR TK LOADS :t *� '`' TABULATED ABOVE% INC. FEDERAL MANUFACTURED HOME 05 CONSTRUCTION AND SAFETY STA-%10i JUL6• JACOBSEN HOMES None 7M VEMCAMIS AM WANIM IN MAW Br M.T. DATE 07-20-04 REV LETTET: DRAWN TITLE 108' HIGH SIDEWA11 SPAaNG TABLES P.O. BOX 36B WGINAL PRWFWTARK NO aoN MM& Y/TQ� OF #DOM 1iM6F� N SAFETY HARBOR. FLORIDA 34695 fIC SM MAKINALS AM FWAND M 7NE FSPOIT FOR SiBilt F1N'Og5 NO Mg E nKm own DRAMNG NUMBER: AD-TD-0083 PHONE (727) 726-113B NT aolfmna AIO smwr 6 ROOF VENTING MARRIAGE WALLS I fYP. IM SO. it CUTOUTS FOR a-r VEN7I.ATION OF ROOF SECTION i' (SEE CHART FOR REOLPIEMENTS) 100 SA. IN. CUTOUT VENT HOLES R N SECTION REQUIRED 1N FLAT ROOF (1607 x SECTION LENGTH: CUTOUT HOLES- 0 TO 15'-r 1 15-6' TD 31'-r 2 31'-r TO 46'-IO' 3 46'-10' TO 6 -6' 4 62-6 TO 61F-Cr 5 = r r—� 11. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I U5 1 MARRIAGE WALLS it l cl LOW VENT LOW_VD17 � 1 r' I J •50 SQ. IN. VENTS REQUIRED `3 HIGH VENT IN SITE INSTALLED TRUSS SECTION R o1-0 =r I--------------r-- - 3 I \_CENTER LINE OF CENTER SECTION pearl s SECIM 11716TA: non VIXE I too Ant 1031'-S NPf I NOOK 31- 10 a6- 1 KK ,w-w 10 62'-i' 2 1 1 FA SK 67 1061r-0, 3 1 2 FA MW .N AMI M 10 ON3eIAN6 I(NM �I a-r a-r TIP. 50 S0. Rt ROOF VENTS LOW VENT (GEE CHART FOR REOUREMENTS) LOW VENT MARRIAGE WALLS I I � 1 SITE INSTALLED CENTER SECTION OF ROOF. I z W NOTES: - - - - — AF PROVED BY JUN1'� INC. FEDE AL MANUFACTURED HOME CON RUC110N AND SAFETY STANDARDS NOTICE: DRAMA BY: DATE REV. LFTTER JACOBSEN HOMES M3ES'EDFICJITEM AM DRANNGSAK R.R. I 01-22-04 aw AL PRWKTART. AND Cmm un DRAWNG TITLE: P.O. 13ox 36e MATERIALS of N MAIRRAC71f1Mi' ROOF VENTING — _ SAFETY HARBOR FLOFbDA 34695 IQOPpOR FOR W[CM MD 057 K DRA" NUMBER. PHONE (727) 726-1138 IVTtmmigAemxTnmowns AD-PR-7006 sA a = r r—� 11. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I U5 1 MARRIAGE WALLS it l cl LOW VENT LOW_VD17 � 1 r' I J •50 SQ. IN. VENTS REQUIRED `3 HIGH VENT IN SITE INSTALLED TRUSS SECTION R o1-0 =r I--------------r-- - 3 I \_CENTER LINE OF CENTER SECTION pearl s SECIM 11716TA: non VIXE I too Ant 1031'-S NPf I NOOK 31- 10 a6- 1 KK ,w-w 10 62'-i' 2 1 1 FA SK 67 1061r-0, 3 1 2 FA MW .N AMI M 10 ON3eIAN6 I(NM �I a-r a-r TIP. 50 S0. Rt ROOF VENTS LOW VENT (GEE CHART FOR REOUREMENTS) LOW VENT MARRIAGE WALLS I I � 1 SITE INSTALLED CENTER SECTION OF ROOF. I z W NOTES: - - - - — AF PROVED BY JUN1'� INC. FEDE AL MANUFACTURED HOME CON RUC110N AND SAFETY STANDARDS NOTICE: DRAMA BY: DATE REV. LFTTER JACOBSEN HOMES M3ES'EDFICJITEM AM DRANNGSAK R.R. I 01-22-04 aw AL PRWKTART. AND Cmm un DRAWNG TITLE: P.O. 13ox 36e MATERIALS of N MAIRRAC71f1Mi' ROOF VENTING — _ SAFETY HARBOR FLOFbDA 34695 IQOPpOR FOR W[CM MD 057 K DRA" NUMBER. PHONE (727) 726-1138 IVTtmmigAemxTnmowns AD-PR-7006 sA a .N AMI M 10 ON3eIAN6 I(NM �I a-r a-r TIP. 50 S0. Rt ROOF VENTS LOW VENT (GEE CHART FOR REOUREMENTS) LOW VENT MARRIAGE WALLS I I � 1 SITE INSTALLED CENTER SECTION OF ROOF. I z W NOTES: - - - - — AF PROVED BY JUN1'� INC. FEDE AL MANUFACTURED HOME CON RUC110N AND SAFETY STANDARDS NOTICE: DRAMA BY: DATE REV. LFTTER JACOBSEN HOMES M3ES'EDFICJITEM AM DRANNGSAK R.R. I 01-22-04 aw AL PRWKTART. AND Cmm un DRAWNG TITLE: P.O. 13ox 36e MATERIALS of N MAIRRAC71f1Mi' ROOF VENTING — _ SAFETY HARBOR FLOFbDA 34695 IQOPpOR FOR W[CM MD 057 K DRA" NUMBER. PHONE (727) 726-1138 IVTtmmigAemxTnmowns AD-PR-7006 sA a PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE 511E INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (SEE DETAIL 'A') SITE INSTALLED CENTER SECTION OF ROOF VENT LAr (OR SOLAR 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 PLUMBING VENT (FACTORY INSTALLED) TfP. CONNECTION TO VENT FAN, SOLAR TUBE, OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL rExSITE INSTALLED UMBING VENT PPE ND 3- ABOVE ROOF) DETAIL 'B') MARRIAGE WALLS FACTORY INSTALLED FLAT CENTER SECTION .'XHAUST DUCT SPLIT ►ND FASTENED TO ROOF )ECKING OR BACKER VITH MIN. 4- 8D NAILS N LIEU OF FASTENING )UCT TO VENT CAP. SITE INSTALLED FLEX DUCT �-SHEET METAL SCREW FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' PLUMBING VENT ROOF FLASHINIG (SITE INSTALLED) VENT PIPE (SITE INSTALLED) COUPLER µ� (SITE INSTALLED) Y' VENT PIPE (FACTORY INSTALLED) DETAIL ' B' NOTES: +CONSTRUION OVAL: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. BY 3_ EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUNDHOLE CUT IN ROOF DECKING. JUT4. RANGE AND BATH/AIR QUALITY FLEX DUCTS TO BE SPLICED WITHALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.I� f�. S. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH I vAPPROVED GLUE. D HOME ETY STANDARDS NOTICE DRAWN BY: DATE REV. LETTER: J AC O B S E N HOMES THESE SKIDMTKINS AIQ O"nam. ARE R.R. 01- 23- 04 %V0KAL PROFMCIA". AND COIiDEMIIAL DRAWING TITLE: „ P.O. BOX 368 NC. S" Iy kR14S AK PITCHED ROOF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 KOPI Mi FOR SPEOM R FFOSES NO NISI BE DRAWING NUMBER: ` PHONE (727) 726-1138 PVT 0WIDE011K NO SECRET nwm OTHERS AD-PR-7007 ADDENDUM ALTERNATE OFFSET UNIT TIE- DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG TIE -DOWN SPACINGS FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR 5E C�9CG5, C_ sd - it, .Gi - 16 • ��- - SECTION NOTES: ENa►rtL'°Y"��STER �ct' +,� 1. SEE AO-TD-DOBO FOR SPACING TABLES (OFFSET SECTION ONLY) a : �QQ N0. �� •,- 2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL TIE-DOYN STRAPS REQUIRED, a 910334 (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. la .0 STA 1 ` or 4i 44J 14. SEE AO-TD-0001 FOR ADDITIONAL REQUIREMENTS. NOTICE: DRAWN BY: J A C O B S E N HOMES 7-ESE SPECIFICATIONS AND DRAwNCS ARE R.R. ORICMAL MMIETART. AND C@FIDEIITIAL DRAWTNG TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING LV_ SUCH MAlE MS ARE PROIAKD TO THE SAFETY HARBOR, FLORIDA 34695 AELREHI FOR SPEC= PLAPOMS AID MUST BE ORAVANG NUMBER: PHONE (727) 726-11 M *PI CONFIMNAL AHD SEU IE1 FROM OTHOM STRI!GII� S4[11Y 5-9-01 REV. LEI FIG. 12.0 — 26 55 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVAT)ON (W/ Off -SET SECTION) SHOWNG TIE -DOWN SPACINGS' FIGURE 11.0 510; MUIR 4.0 FOR ACL 142 FIB-DOW 11Eft90D TYP. CROSS SECION(S) SHOWING TIEDOWNS SEE NOTE 5 Fat YA1NIlNl MIT [TARES ON AD-W-M ID MIT APPLY A Im STmm M0.T1-m SfEm OF 11E WT -SEE NOTE L 10-16-OOE0.) TV FLOM SYM-7 TV. --- ANm ANmm —I 4 ! H --- MCIM ANGLE ANCIIOIt ANME—N A MITE AWE �6�• C�u�J.�G• (�_`!F e4lf" al FIGURE 11.1 c-sv- �����- l6�rz� FIGURE 11.2 �17:09� s>� MM ae FOR etMtltnra 0140111 SIZ.F11 e>ss l9-1011B II =D - �# DAPu APPROVAL 1. SEE LID-M-OOBO FOR SPACING TABLES (OFFSET SEC110N ONLY} � '.-";kT F� O�c��/'do PPROVED BY S . �I.f i••. y x 2 SEE AD FOR OUANTY OF LONMUD1Al TIE -DON STRAPS REOURED. . G' F•t 'r (OFFSET SECTION ONLY)80.00454 1 SEE OTHER DETAILS FOR BLOCKING (PER) OUM71TY MID OTHER REWIREMENTS. 4 j u rl 4. SEE AD-M-M FOR ADDITIONAL REQUIlREMEMTS. INC. 5. ZONE- 2/DFOS IRE V- 48i MAMA HEIGHT Z(IE 2/E> b': 40' MAXIMUM FE]CHT-36' FOR 12'-e WDE UNITS OF� �i� � fii ^�I�P �� �� a CC ERAL NIJFACTUREO HOHA EiUCTKMIAND SAFETY STANDAROS ZONE 3/EXPOSLK V: Or MAXIMUM HEIGHT .�fiiS� :-`......• r`�14Cr,��� ZONE 3/01POSLIRE V: 40' MAXIMUM HEIGHT�Fn ' •+ �� JACOBSEN HOMES NOTICE: 'r � .I TNESE SPECFICATIONS AM DRAtlMaS ARE : A.. A : M. T. OAT: 6-8-04 FtEV, tEiTER DRAWINGTITLE:P.o. FIG. 11.0, 11.1 & 11.2 Box 3sa a MLA , PROFRUARY, AND CONFIDENIAL MANIM OF JACOB'.FN MAIWACRA'i�N• A lERM �FSFWT �� NUMBER: SAFETY HARBOR, FLORIDA 34695 FIR 9P VM NO WST EE PHONE (727) 726-1138 IOPT ODFiOFN�AL AID SEf a mm amm AD—TD-0081 SITE INSTALLED SHINGLE AND UNDERLAYMENT FIELD INSTALLED 15/ FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT KITH A 6' MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT. 15# FELT TO HAVE A 6" MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND AND A MIN. 6' WIDTH OF ROOF CEMENT7\ ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS AIM APPUES TO ENDLAP SEAMS. PERIMETER OF ROOF. I � r -L r- _1 r- -1 I FIELD INSTALLED ROOF SHEATWNO (TYP.) 6' WIDTH OF ROOF CEMENT WHEN 1 I 1 1 OPTIONAL 15$ FELT IS INSTALLED. r� I i � t = HEM l \ 115J, l OP"AL LAYER OF 15/ FELT I I 4iiF Lj t 1 , ONE-PIECE SHINGLE / UNDERLAYMENT ROOF SIEAMM (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 DECIONG FOR UNDERLAYMENT OVER LAP OF 6' MINIMUM. =4L=_14� FASTENING DETAIL WINDZONE ill (110 MPH) ALL EXPOSURES NO � ....,.. ....._ ...- - 1. CEMENTING OF OPTIONAL 150 FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPUED pm Oct 29,2007 ARE JUST TO HOLD FELT 1N PLACE UNTIL SHINGLES ARE INSTALLED.) jN,}tJE'�:.Tl,7NpllNC, Gl ltivf�-1 Inc; FEDERAL MANUFACTURED HOME 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 Eng ' ^ NSTRUCTION AND SAFETY STANDARDS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES NOTICE `""" u': O.A. 10-24-07 YNESE TA715 Ara IIRAMCS ARE <F MAL. PRWMTARx AND CONFWnW DRAWING TITLE: MALE MS OF JACOBSEN MAWACUIiC P.O. Box 36a l(t SLO MATUM ARE FMimm m TIE- A SITE INSTALLED SHINGLE AND 11NDERUAYMENT SAFETY HARBOR. FLORIDA M95 REO W FOR S WIC RNBPOSES AHD WIST 6E DRAWING NUMBER: PHONE (813) 726-1138 07 mIF10DIK AND SEW FRat DTtiBIS: AD-PR-7008 54 27 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. .105• X 1" MINIMUM ROOFING NAILS OR .113" X 1- MINIMUM NAILS MAY OPTIONAL SHINGLES MAY TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. E BY SECURING COVER ANY ROOF VENT FLANGE BY THE SHINGLE TO THE FLANGE AREA MATH ROOF— ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. WITH NAILER FLANGE. SECURED TO ROOF, ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. MATH 80770M OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER MATH SHINGLE TABS SECURED WITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. NOTES: DAPIA APPROVAL 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1• X 1" X 16 GA. A ROVED BY f STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). INC. FEDE ALMANUFACTUREDHOME CON RUCI ION AND SAFETY STANDARDS JACOBSEN HOMES "OrICE" A iHCSE SPEFX•ICJITIOMSAM OrGwICS ARE BY. M.T. DATE 02-04-04 RETr EERIER D"wM II1LE- OR GNAL PRWKIA". AID COWMTK \, P.O. BOX 368 tMTEttlNS 9F JMMBSUI M~AC1Ur•M' ne SLXH MATERIALS ARE MVa 3 TO THE TYP. FLASHING INSTALLATION SAFETY HARBOR, FLORIDA 34695 REDMT FOt SPEW RRVO AM MST BE DRAB, I LWKR: PHONE (813) 726-1138 PVT CpiTJEMTLAL 00 SEMI rKm 0XIM AD—PR-7009 ADDENDUM �g�5 OFFSET UNIT TIE —DOWN SPACI NG TABLES ZONE II & III/EXP. C & D 1L 0,11' LONGITUDINAL TIE -DOWN SPACING TABLE f+� MIN. WIND ZONE II WIND ZONE M G � A v 0 FLOOR WIDTH WL QTY. EA SENDEC OFWLANGLE EA SECTION ANCHOR B WL OTT: EA HID OF EA SECTION AWN ANGLE LQL 6 1z'—o' 3 4r 3 sr 13'4 2 54' 3 1 41' 15-4' 2 1 54 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE III WIDTTHH OVERHANG LOAD AWN ANGLE SPACQIG Lm ANCHOR ANGLE 12'-0' 12' 5'-0' 31501 40• 4'_0' 3150# 39' 13'-4' 12' 5'-0' 31501 41' 4'-0' a 12' 5-0' 31501 43' 4'-0' 30001 42' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE I WIND ZONE II V �U O FLOOR WIDTH MIN. OTY. FA DID ON EA SECTION ANCHOR AE YN. a WL QTY. EA END OF EA SECTION ANCHOR ANGLE INC 9 12'-0' 4 45' 4 60' 13'-4' 3 45' 3 60' 15-4' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE YI FLOOR WIDTH EAVE OVERHANG SPAM Lm MHON M1(iE SPAM I" ANC101R ANGLE 12'-0' 12' 4'-0' 3150# 40' S-0' 30001 38' IS-4' 12' 4'-0' 30651 41' 3'-0' 30001 39' 15'-4' 12' 4'-0' 30651 43' 3'-O" 30001 41' NOTES: 66 - C4LZ5, C-O!- f6.12- 1. OFFSET SECTON NIH THE MARRIAGE LINEWALL HJ(TDIDING BEYOND DIE ENDWAU. OF THE ADJACENT SECTION MUST BE TIED DONN AT THE MARRIAGE LINE IN ACCORDANCE "7N THE TABLES AMM 1HHE SIDEWALL SIDE AND THE ADJACENT SECW9S) ARE TO BE TED DOWN IN ACCORDANCE VAIN THE NORMAL SPACING TABLES (SEE AD-TO-0010 FOR 12'-T A IS-4- VNDES, AND AD-lD-0070 FOR 15'-4' AIDES) I SEE AD-M-0001 FOR ADDITIONAL REO1MMIENTS. 3. SEE AD-TD--0081 FOR MAIOANM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED ABOVE. ENGNM APPj%MvFFs+e��p,+ REF.cAlcs C- U- ww'�` �.•. ••OO'�O +ram ww �� •'% 1��VP1C •• Y• qr•• yArlbtTdVtD BY • G F ' JUN '. ,C� •J Q �� 11 v C• INC. p'''� ww AL MANUFACTURED HOME ORI� �� w JACOBSEN HOMES „ P.O. aox 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 720-1138 NOn mm smlm Am ow► ORGI 1t. PROPRETARY, AND MtTFAIAIS OF AACOBSYTI UM IF Slat MI1ERU ACE i Epp 5Uppl'0lESN IIIPF 00161119MAL ND sElT e'�' TD ee:>,I+�i�4`` 1.T. D" 6-8-04 ' ��` n H DRAWNG IIIE: OFFSET SPACING TABLES NI)IHBER AD—�—H� 28 53 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAX PER AD-TD-WZ TaE fER AD-TD-W1Z I i PEK AD-IU-WIZ WILL • nX Au'IVWIZ IAMt M NrnrWl[ IMM m� TYPICAL CROSS SECTION SHOWING -TIEDOWNS NOTES: FIGURE 10.2 SEE FIGURE ZO FOR ALTERNATE TIE -DOWN METHOD s SEE NOTE 5 FOR MAIOMUM HBGIIT N no � FIGURE 10.3 OF HOME (TIP.) SEE FIGURE 7.0 FOR ALTERNATE M-DO1TN iMD REF. CALLS. C V� - /? ` t,taunrrnrrr,�� _/ ENL ''. 1. SEE AD-TO-0072 FOR SPACING TABLES MID NOTES U: •�G�STEq' �! Q No. Fo 2 SEE AD-M-0072 FOR OUMOTY OF LONGITUDUI TE-DM STRAPS REQUIRED. .910334 3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REQUIREMENTS. dwl 4. SEE Fill_ ADDENDUM FOR ADDITIONAL REQUIREMENTS. STATE CF 5. ZONE 2/ WORK 'C: 56' MAXIMUM HEIGHT - cv ZONE 2/tXPOSURE V: 56' MAX1MLOA HEIGHT Y 0 / Q' ZONE 3/EAPOSIIRE 'C: 56- MAXIMUM HEIGHT '�. `��'X' • .� fA ' w�V\ ZONE 3/EPOSURE V.- 56' MAMU M HEIGHT JACOBSEN HOMES THESE sPEox;;; Z mw& Am ORIGINAL. PROPRIETARY. AND =911DENTIAL " LI P.O. BOX 368 MATERIALS OF JACOBSEN MANUFAMRIiG INC. 9" MATERALS ARE PROVIDED TO THE 1 SAFETY HARBOR, FLORIDA 34695 R EaMT FM SUM P1 OSES AM MW BE PHONE (727) 726-1138 Im CONFIDE nt& AND SECIM FROM UMM M.T. VANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. (6 DAPIA APPROVA: APPROVED BY 0 oor 1EDERaIIIMIFACIM®NOE INC. N7♦>�1�ICIQIMONW 6►NWBYI1q REV. LETTER 3-1-99 `"`per" ° FIGURES 10.2 AND .10.3 1 AD-TD-0073 ADDENDUM GENERAL NOTES / TIE- DOIR.L TS NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. 1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OCWNS *01 A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WHEN AYCHCRS ARE NOT INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALL_`D IN ACCORDANCE WITH THE ANCHOR- MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS). 5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TV. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION RID TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES 14. "ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES N ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATIDN FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL, TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REAL O NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK94C P,EOUIREMENTS. AL BLOCK:NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES NOTES: LNUNUX WWU T "-dfl/ ' uMin .vrRV1w ROVED BY A,, THESE NOTES AND DETAILS ARE APPLICABLE = : Q' N0• O FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY - ENE87103571 .TUN 1 5' ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� INC, EXPOSURE V. SEE APPROPRIATE TABLES � TAj' FOR SPECIFIC INFORMATION ON EACH. ? / ' c 6 47 NOTICE �rZrirrr 1III1Iiit Tt�t DATE: REV. LETTER JACOBSEN HOMES TNESE SPECIFICATIONS AND DRANNCS ARE C.L.Y. 5-19-95 ORIGINAL. PROPRIETARY, AND CONnOENTtAL DRAWING LRITITLL n P.O. BOX 368 MATALS OF JACOBSEN MANWACTLABNC TD-GENERAL NOTES ITC DED ,! a1 SAFETY HARBOR, FLORIDA 34695 SJCH MATERIALS ARE PROVTO THE REOPO4T FOR SPECFX,PJ M NO MAT BE DRAWING N UUS.R PHONE (813) 726-1138 *PT COWL ENITUL A10 SECRET FRa OTHERS AD- TD-0001 a 29 ADDENDUM NORMAL TIE -DOWN SPACING TABLES StS 1 1 ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III Y'N• on• ANCHOR YIN. CITY. ANCHOR V FLOOR WIDTH EA END OF EA SECTION N YIN.. 0 EA ENDANGLE EA SECTION u:N. 0 O 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 25'-4' 2 50. 3 38' 26'-8' 2 54 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD ANCHOR ANGLE SPACING D8L. HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 24'—O' .12' B'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 25'-4' 12' B'-0' 31501 40'-50' 6'-8' 31501 40'-50' 26'-8' 12' 5-0' 31501 40'-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. ' WIND ZONE II WIND ZONE III FLOOR YIN.OTY. EA END OF ANCHOR MIN.OTY. EA. END OF ANCHOR ANGLE O WIDTH EA. SECTION ON YIN.. 0 FA SECTION YIN. 9 20'-0' 2 50' 2 68' 24'4 2 70' 3 1 50' 25'-4' 3 45' 3 1 60, 26'-8' 3 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE 11 SPACING DLL HEAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 5-4' 31501 40'-45' 4'-0' 31501 40'-50' 24'-0� 12' 5'-4' 315011 40'-50' 4'-0' 3150# 40'-50' 25'-4' 12' 54 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5'-4' 31501 40'-50' ,% 11,11114-0' 31501 40'-50' NOTES: ENGINEER` 0 "t" , ? T � • �''. DAPIA APPROVAL 1. SEE AD-TIT-0001 FOR ADDITIONAL REOUIREMENTS. .��� • G S A �` �O Q� \ NO FO2 ''�APPROVED BYE 2. SEE TABULATED 0011 .OR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS - ENE8 � 1 5 OF .�— mow; INC, �,, F�; • •. • D I A' . G\ ��• WSiRIR�I ND svrn swaRDe JACOBSEN HOMES NOTICE: THESE sFEanunans AND DRA.ANcs ARE iN31AMi18 .. C.L.Y. DATE: 5-30-95 REM. LETTER: DRAVANG TITLE NORM. SPACING TABLES ■ P.O. BOX 368 CRTGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTMNG YATERALS ARE FRONDED TO THE n �\ „ SAFETY HONER(813)F726 1138 95 WC. SUCH KCIP0KPT CCDiaMnk APIATro SKCfX sr OW � /I DRAWING NUMBER AD—TD-0010 ADDENDUM. �g�s N - NORMAL TIE DOWN SPACING TABLES &. ZONE II & III/EXP. C & D 1p i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 9 WIND ZONE III V FLOOR MIN. OTI. ANCHOR UK OTT. ANCHOR �r ^ O WIDTH EA. END OF EA SECTION ANGLE UN. a EA. END OF EA. SECTION ANGLE LK 0 15'4 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE lu FLOOR WIDTH EAVE OVERHANGAD SPACING. ANCHOR ANGLE SPACING ° HEAD LOAD ANCHOR ANGLE 15-4' 6' EACH SIDE C-10' 3150# 40-46 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. YAND ZONE II WIND ZONE III FLOOR WIDTH MIN. OTT. EA. END OF Ek sEcnoN ANCHOR f ANGLE um. 0 UK OTT. EA DID OF EA SECTION ANCHOR ANGLE LAN. s 15'-4' 3 30 4 35 �O VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND Z94E P WIND ZONE III SPACING DEIL LOAD ANCHOR ANGLE SPACING D LOADS ANCHOR. AN FLOOR WIDTH EAVE OVERHANG 154 6' EACH SIDE 4'-6' 3150# 42-50 4'-0' 31500 44-50 W9INDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALLS. / nnnuu NOTES: I. SEE FULL ADDENDUM 2. SEE AD-TD-0073 ENO` VAS Tl ' i����4 DAPU APPROYALM� e FOR ADDITIONAL REQURtEMENTS. .• GIST ER FOR MAXIMUM No. eo'••. -'; APPROVED BY TABULATED ABOVE 3. MAX SAVE OVERHANG 4. ABOVE TABLES I -BEAM SPACING, OVERHANG (6' PIER HEIGHTS REQUIRED FOR THE LOADS g 10334 REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. ' -� •. OF v Z. INC. � APPLY TO 184' FLOOR WIDTHS VATH 95 1/2' y 'i1 '• STATE cso T O -- o �:•' .� fEOFN1 NANilLIUI�ONdE .6' MAXIMUM SIOEWALL HE AND 6' MAXIMUM SIDE -�' ' • \ .�,IDNwoweTrswovla OVERHANG MAX EACH SIDE OF UNIT). � �► • •• JACOBSEN ■I] NOTI ANTI It BY: OATS: REV.IETTER: HOMES THESE sFEancAnoNs AND atAxNGs ARE M.T. 2-8-99 OR)ONAL PROPMETART. M•D COnDENTIAL DRAWING TITLE P.O. BOX 368 MATERIALS OF JAC08SEN YANUFACTURINc NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 INC. SUCH UATEMAS ME PRO"DED TO THE REmDir rCR sKorc Kppas AIO wsT eE DRAWING NUMBER: PHONE (727) 726-1138 AYPT coNnmwig AND SECRET rRou OHM AD—TD-0072 30 51 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS YA1L T'tR AU-IINOITID IAtAL PER AD-TD-Mg IAIIIE PER AP-N-WIO 111E F'tIt 11D-1P-001Q MOLL PER IID-ID-ODIO TAKE MAX FIGURE 10.0 SEE FIGURE 20 FOR ALTERNATE 71E-DOwti 1D,7ii0D TYPICAL CROSS SECTION SHOWING TIEDOWNS TV. FLOOR Sym7 TV. °m / "—aussS s SEE NOTE 5 FOR No" HEIGHT IYRAl111� ARLIE ANCHORANGLESET. ANCIIUt HEAD WINDZONE III IN Ix OF s FIGURE 10.1 (110 20 P R SEE FIGURE 50 FOR ALWATE =-DOWN F0i'1gI0D OOF 10 PSF D.L. REF. CALCS. ay ol, It, e*— 9 811,,1111 yS NOTES:S'I •E• i DAPIA APPROVAL. �i 1. SEE AD-7D-0070 FOR SPAM TABLES. ``` v:Q` No• R�° • '' APPROVED BY 2. SEE AD-1D-0070 FOR OUMIITY OF LONGIMAL TIE -DOWN STRAPS REWIRED. z 91033 3. SEE OTHER DETAILS FOR BLOMNG (PIER) QUANTITY AND OTHER REOUREMENTS. 4. SEE FULL ADDENDUM FOR ADDITIONAL REoURE1ars, ;. 00 = STATE CF : '�W ` s. ZONE 2/EXPOSURE V. 56• LIAxIUUu HEIGHT *. Ip •'• / �P•: r HOME INC. ZONE 2/0ftSURE b': 40' MAXIMUM HEIGHT �A' �� •NDIA•. C►�\ ZONE 3/EXPOSURE V: 56• MAXIMUM HEIGHT ���'� s/n jeAT �C�.'�(�1� mTRUMIONS"" ors ZONE 3/EVOSURE V.- 40' YA)DUUM HEIGHT ",fill N0T JACOBSEN HOMES TFESE SPECiICATIRIS AND PIs DRA NtS ARE ORIGINAL. PROPRETARY. AND CONFMTUL ► "VIF P.O. BOX 368 ERALS OF JACOB" M-WACURNIG SAFETY HARBOR. FLORIDA 34695 FtEOPID0 FOR SPECM P WOU AND M BE PHONE (727) 726-1138 KEPT CONFMAAL AND SECRU FROM OTHERS. M.=DAM- 3-1-99 REV. LETTER: FIGURES 10.0 AND 10.1 AD—TD-0071 g�s Ot �' 1 k.�1 AL TERNATE TEE -DOWN SPACING TABLES � ZONE &III/EXP. C I,4o LONGITUDINAL TEE -DOWN SPACING TABLE �qN, END ZONE II END ZONE N � (��`.►► FLOOR MR M. FA END OF aNOHnR ANK UKoTr. FA. BID OF ANCHOR ANGLEl� H9D1H � sECTsxI Kill. I. a ESL aax gc uMILe 23'-4' 2 54' 3 40'-0' �O 24' 2 54 3 40' ` Y 25'-4' 2 60' 3 44' 3 38' 3 46' 30'-8' 3 4T 4 41' (SEE NOTE #4 FOR ANCHOR AN(�.ES) _ VERTICAL TIE-DO1NN /FRAME TIE -DOWN SPACING TABLE M� MIND ZONE II END ZONE III swimswim�- i� LOAD ANONOR ANGLE SPACOIc °�' HEAD � ANOHOR ANGLE FLOOR WID1H EAVE OVERHANG 23'-4° 12' 5'-4' 31501 40=45' 5'-4' 3150 35-40' 24'-0' 12' 5'-4' 3150� 40'-45' 6-40 3150# 35'-40' 25-4' 12' 5-4' 31501 40'-45' 5'-4' ��#. �'—�' 12' S'-4' 31501 40-45' 6-4' 3150� 35-40' 1if5-4' 31501 40�45' S'-4' 3150/ 3a-40' (SEE NOTE /4 FOR ANCHOR ANGLES) °eo�eaa®si®s�®B000� . ®ee'°G`��;'••E •••FOB®° ®•• m a. No 45<<8�b ��. P i7 :J O � - O � REF. CALC. �©a��•�� OR TO ADDENDUM lIo� IRglassallto V WHO00 M ROM ONLY. x;n 14 ADDENDUM TIE —DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWNG TIE -DOWN SPACINGS MAX PER WM-00 TABLE PER AD-113-0010 TABLE MY AD-W-0010 IARE M AU-ID-UD1U IAtlli nx furnrwiv Inoue rry FIGURE 1.0 SEE FIGURE EO FOR ALTERNATE TIE -DOWN EITIOD TYPICAL CROSS SECTION SHOWING TIEDOWNS SEE NOTE 5 FOR MAIWW HEIGHT FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN AIrIr NOTES: ENGNtER`` _\ AC LIO�Oi,''',� PAM BY 1. SEE AD-TD-0010FOR SPACING TABLES ``O`r`"�G\STFR�'�(`2,� jitJN Hu 1 2. SEE AD-TD-DO10 FOR QUAIOTY OF LONGITUDIAL TIE-DOVIN STRAPS REQUIRED. Q NCI, O 11. gmµ 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQLAREUENTS. _ ENE8703571 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. — INC, 5. ZONE 2/EXPOMRE 'C': 60' MAXIMUM HMT dTs' =• k,r RAL rn "1D1 ZONE 2/EXPOSURE '0': WMAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': W MAXIMUM HEIGHT '�ii�� • 0 �i ! ����� REF. CALCS: ZONE 3/EXPOSURE b': 36' MAXMUM HEIGHT Af' •'•• JACOBSEN HOMES NOTMw ORpYgl1 DATE: REV. LETTER: THESE sPECTfICAllws AND DRAYWES ARE C.L.Y. 3-27-95 ORIGNAL. PROPRIETARY, AND COrRDErT1AL DRAWING TITLE MATERLALS OF JACOBSEN MANUFACTURING FIGURES 1.D AND 1.1 P.O. BOX 368 PLC, SUCH MATERIALS ARE PRQNDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPECIFIC PUiPQSS AND wsT BE DRAWING NUMBER PHONE (813) 726-1138 WT COWIDENTIAL AM SECRET FROM ONM AD—TD-0011 AGO ADDENDUM �g�s NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D 10 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. YAND ZONE II WND ZONE III �^ Y R FLOOR 1YDTH YIN OTT. fA END OF EA. SECTION ANCHOR ANGLE 1MIB. a YIN. OTY EA EMI OF EA. SECTION ANCHOR ANGLE YIN. e 36-8' 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE LAIN. MAX WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING D3L HEAD LOAD A4CH�R ANGLE SPACING D LOAD HEAD ANCdGi ANGLE 30'-8' 6' 6'-9. 31501 41-46 5-5' 31501 1 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. FIND ZONE II KIND ZONE III O FLOOR VADTH ►K DTI EA. END OF EA. SECTION ANCHOR ANGLE 1% 6 u01 QTT. EA. Da OF EA. SECTION ARMOR ANGLE UK e 30'-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE n WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING WL LOAD MOLE MOM E SPACING LOAD ANCHOR ANGLE 30'-8' 6' 4'-6' 31501 46-50 4'-0' 31501 49-52 VANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. CALCS G - '74- 1- % -, HO / Y ,,11T1T1Irllrrr,,, NOTES: 1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS �P •T �y., [EAN��T ` 'GAS FR '• ��i Q� No. Fo =: ';_ DAPIA APPROVAE,.,�, 0 S W MlfifL APPROVED BY 2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE 910334 IN STATE Of:".: = � Cam'' D P.' �' r � PINC. FFOFwLWIw.cluaD�b4 mNsm,cluluos.�nsTwaAos JACOBSEN HOMES ■ P.O. BOX 368 „ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICLY wsE sK MD ORAwNS ARE ORIGINAL PROPRIETARY. AND C"UNIAL MATERIALS of JACOBSEN MANUFACTURING LNG SUCH MATERIALS ARE PRpTTDED TO THE RECIPIENT rOR SPECFIC Ppt%S AIe MUST CIE I¢PT COOM1IAL AID SEORET rRom oncRz UIRAWN BY: M.T. DATE. 2-8-99 REV. LETTER DRAWING TITS: NORM. SPACING TABLES DRAWING NUMBER: AD-TO-0070 a 49 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL V SEE DETAIL DETAIL 'A' IUCKLE 1MTH 31501 Y MINIMUM (DESIGN LOAD) DETAIL 1 B' -BEAM I DOWN TIGHT TO DUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR SIMILAR DEVICE TO PROTECT STRAP AT ALL SHARP CORNERS. DETAIL E C' THIS TYPE OF PROTECTION MAY BE USED FOR PROS;F,3RNF ,AT �LONGITUDINAL TIE CONNECTIONS ALSO. ST���Yc;''% NOTES: `t1NEb9;AP�( NO-RFO;� DAPIA APPROVAL: 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 910334 APPROVED EY AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET = or 000 l,=i/, - THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED.- 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % 'O '• STATE OF c WHERE THE ANCHORING SYSTEM REQUIRES THE USE :��p�•.• / �P . ��'`� i OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).FWAL ►UIIHUfACTUREDHOM" 117-CD STRDC110N AAD uE D AND RR OTHERS NOV 2 4 1998 JACOBSEN HOMES TLxsE SPEaFl no°,sNCAM DRAVINCS ARE MAIM BY: M.T. T. DATE TT-18-98 REV. IETTER: I♦❑ DRIONAL PROIRETARY. AND MFDENTI& DRAMNG TITLE: Q P.O. BOX 368 MATERIALS OF .14CODSEN UANUFACTUPoNO ILJI INC. SUDL MATERIALS ARE PROVDED,TO THE MISC. TIE-DOWN HARBOR. 'FLORIDA 34695 KaNNR FOR SPECFIC RIRPOS MD MT BE DRAVANG NUMBER: PHONE (813) 726-1138 KEPT CO'SDTNTIFL AND SECRET FRCU OT M AD-TD-0050 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOW9NG TIE -DOWN SPACINGS FIGURE 1.0 ®pggBiNAAAAg�gB® No 4_ ° ° $bed_ owe, :;. _ �� .o1 TYPICAL CROSS SECTION l®�c®c®SSA SHOWING TIEDOWNS TIP. anon srslaA tYP cRAss-uB�at7®®®e®{�� / ClAssls / ANCHOR ANaE (SEE N01E 16) ANITIOR mcm (SEE ROLE to) FIGURE 1.1 (MIM BASID ON 951/Y I-TITJNU CENTERS AND 96' 10 SfDEWAl1.8) NOTES: 1. SEE AD-7O-0010.1 FOR SPACING TABLES 2- SEE AD-ID-0010.1 FOR QUANITY OF LOIGIIUDIAL TIE-001111 STRAPS REQUIRM. 3. SEE OTHER DETAILS FOR BLOCIONG (PER) QUANBTY AND OTHER REQUIRE61DM 4. SEE AD-111-00m FOR ADDmoNAL REQUIREMENTS. 5. ZONE 2%EXPOSURE V: 67• MAZIUM HEIGHT ZONE 3/E1IPDSURE V.- 56° MAMMUM HEIGHT 6. *EN ANCHOR ANGLE SHDVAI ON AD-TD-OO10.1 CANNOT BE ACHIEVED, INSTALL AN APPROVED STABILIZER PLATE 9E1ROTE 5 m MAIORHM ffm APPROVED BY 0 ON, 0 rpN JtTn C. 16,2009 FEDERAL NIANUF AND S FD HOME CONST CONSTRUCFION ANO SAFETY STANDARDS C-TD- 215.01 - 215.20 NOTICE`. DRAWN BY: DAIS' LLIIrJG JACOBSEN HOMES mm mm AND DRAWMS ARE �.T. 06-04-09 ORMAL, PROKETMY, ADD cONLIDE m DRAHING 11I1E: P.O. Box 368 MAIEHNLS OF JACOBSEN MANUFACTtat@1G FIGURES 1.0 AND 1.1 W. SIM71 MATERIALS ARE PROYCED.M TEE SAFETY HAP". FLORIDA 34695 REi>PpLE RR 00 PUi6= AND MUST E DRANHNG NUMBER PHONE (813) 726-1138 KEPT C01MI IAL M SMTT ♦M O M AD—TD-0011.1 48 33 ADDENDUM sst NORMAL TIE -DOWN SPACING TABLES 1 �' ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. OTY. ANCHOR MIN. OTY. ANCHOR �1 FLOOR WIDTH EA. OF ANGLE EA END OFANGLE �4 0� N� EA. SECTION SEC YIN. A EA SECTION MIN. IN.B 12'-0' 2 43' 2 55' 2 50' 2 1 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DOL HEAD ANCHOR ANGLE SPACING DEL. HEAD ANCHOR ANQE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 12'-0' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 13'-4" 6- 8'-0' 1 31501 40'-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III . MIN. OTY. ANCHOR MN. Oft ANCHOR FLOOR D� EA. END OF N EA. END OFAN E A SECTION SECTION MIN. a EA. SECTION MIN. e 12'-0' 2 64' 3 47' 12'-0* 3 37' 4 33' I S 4' 3 42' 3 55' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WAND ZONE II WIND ZONE III SPACING DILL HEAD ANCHOR ANGLE SPACING DBL. HEAD AND OR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 12'-0* 6' 5-4' 3150-1 40'-45' 4'-0' 3150.1 40'-50' 6' 5-4' 315012 40'-50' 4'-0* 3150# 40'-50' TES: ENd;EER�w` D�� ``''' DAPIA APPROVAL 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS �.` Q NS T � .' QCC i G q APPROVED BYE N N0. 2 11? SEE AD--001}FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOW_ ENE8703571 - .LIMN 1 5 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. I N C , 4. ABOVE TABLES APPLY TO 160" FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' STAT'= F 46) („� 44 $ fE7FAYWwJ�CTU1E91QE ETA-=��++as swop I -BEAM SPACING 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE MAX EACH SIDE OF UNIT). � OVERHANG (6- OVERHANG JACOBSEN HOMES NOTICE: IwlltI11 THESE SPEGIFTCATHONS AND DRAWMNGS ARE ti1110C.L.Y. DATE: 5-30-95 REV. LETTER: DRAWING TITLE: NORM. SPACING TABLES P.O. BOX 368MATERIALS ORIGINAL PROPRIETARY.. AND CONFIDENTIAL OF JACOBSEN MAHUFACIMNG INC.INATEs.AS ARE PROMOM TO THINC. sua W\ SAFETY HARBOR, FLORIDA 34695 KCPOlT FOR 910FIC APTM AND LUST BE 'L DRAWING NUMBER: PHONE (813) 726-1138 IQPT carmm Aro sima ►Nou onus AD-TD-0012 00 �,�Cv6* IOVO ADDENDUM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM ANGLE MOLE FIGURE 7.0 SEE FIGURE L3 FOR RECOMMENDED TIE-DDIN METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR MAXIM H=T THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE-DDIN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR ilia! A DMGN WAD (TORKNG LOAD) RATING OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,OD0 POUNDS MUST BE USED. AN EQUIV&ANT ANCHOR ME WG THE ABOVE SPECEnCAIJONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN ICU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS. 2. SEE 07HER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOSURE 'C•: 38' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D% 28- MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 20' MAXIMUM HEIGHT ZONE 3/EXPOSURE '0': 28' MAXIMUM HEIGHT 5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WAND ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER, BY INSTALLING THE FRAME TIE-DOMN STRAPS AT THE 'OUTBOARD' I- -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS .F .QgFo No..2 NE87 STA •+ :,�� NOTTCR 911111'f THESE SPEanCATIOHS AND DRAMNGS ARE li11T►`IW C.L.Y. ORIGINAL. PROPRIETARY. AND COIRDOI m DRAWING TITLE MATERIALS OF JACOBSEN MM UFACARING INC. 10 MATEFMLS ARE PRDWOED TO THE RECPENT FOR SPECIFIC Amm AND WA BE DRAWING NUMBER IDPT COriD01TIAL AND SEOE7 FROM OTHERS APPROVED BY 10 0000 Nrl �5 INC Co..... �,.,wwmsTA�ACR DAIS 5-30-95 REV. LETTER: FIG. 7.0 A AD-TD-0041 34 47 ADDENDUM ALTERNATE TIE —DOWN SPACING TABLES � ZONE II & III/E.U. C & D LONGITUDINAL TIE —DOWN SPACING TABLE � (+� MIN. W;ND ZONE II WIND ZONE III u'�+. on ANCHOR uw. DrT. ANCHOR V FLOOR WIDTH EA END OF EA SECTION ANGLE YIN. A EA. END OF EA. SECTION ANGLE YIN. B 12'-0' 2 43' 2 55' O 13'-4' 2 50' 2 68' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE fdlN. MAX. WIND ZONE II WIND ZONE III SPAONG DEL HEAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANaOR ANGLE WIDTH OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 39001 22' 13'-4' 6' S'-4" 3850J 25' S'-4' 39601 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. OTT. EA. END OF ANCHOR ANGLE YOL OTT. E.A. END OF ANCHOR ANGLE FLOOR 0 WIDTH EA gC110N YIN. 6 EA SECTION YIH. 9 12'-0" 2 64' 3 41' 12'_0• 3 37' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING �' HEM LOAD AHaat ANGLE SPACING DEL �� ANOiOR ANGLE FLOOR 1NDTH EAVE OVERHANG 12'-0' 6' 4'-0' 39501 25' 2'-8' 39301 20' 13'-4' 6' 4'-0' 39601 25' 2'-8' 40001 30' THIS ALTERNATE APPLICATION REQUIRES�,,000 POUND ANCHORS FLOOR EAVE NOTES: ENOtaE��i% `PRt�,L•... OF /���� DAPIA APPROVAL 7NrA % ADDENDUM TIE -DOWN SYSTEM M I TYPICAL SIDE ELEVATION SHOWING TlE—DOWN SPACINGS rn& rcx w-nrwit uwt Ft1i ItD-1p-Op12 TAKE PER AO-111-0012 TABLE PD'{ AD-ID-0012 TARE PER AD-7D-0012 TABLE YAK FIGURE 1.2 SEE FIGURE 2.0 FOR dL'f!?3tNdTE TIE -DOWN METHOD TYPICAL CROSS SECTION SHOWING TIEDOWNS SEE NOTE s FOR LuuollDu HEIGHT ANGLE ANGLE 1\1 "A • _ FIGURE 1.3 . SEA FIGURE ZO FOR ALTERNdTE IT6-DO>!11 KMD T(OT)✓S• ENq`NEE`_R,`` rrrrrr�''''' DAPIA APPROVAL - I. 1. SEE AD--0012 FOR SPACING TABLES AND NOTES. c 4 \�' , . • - D • • . OF 2. SEE AD -ID idtt -o012 FOR OUAof LONGTTiRJIAL TIE -DOWN STRAPS REWIRED.NSTEA • �F '�•�� APPROVED BY 3. SEE OTHER DETAILS FOR eLogaNc (PIER) ouANniY AND OTHER REQUIF2ENENiS. No. n ': . 4. SEE AD-TD-0001 FOR ADDITIONAL REOUREYENIS. ENE870357 JAN 'i � � INC •5. ZONE 2/Ef�OStIRE 'C': 30' MAXIMHF1GNi ZONE 2/EXPOSUREb': 48' MAXIMUM HEIGHT � ATJE QF ruaftmwn,F&_tux®ttatE ZONE 3/ExPOSURE 'C': 28' YAXMNIY HEIGHT �o ;. / dad Q'� � = �� waixuc�cnwosvEnrsuttavtap ZONE 3/EXPOSURE b': 60' YAIfIYUY HEIGHT �•'' • NOTICE N • .lam Ar DATE: REV. LETTER: JACOBSEN HOMES THESE sKEaFlCA1tDNs AND DRAIMN09DIN „ ,10' C.L.Y. 5-19-95 OfttpNAl. PROPiEETARY, AND CONFiDQiTYAI DRAWING nTIE: A „Dr-SUCHP.O. BOx 368 uA1ER1ALS ofJAcoesEnuANt1FACTllRNCFIGURES1.2AND1.3 SAFETY HARBOR, FLORIDA 34695 MATERIALS ARE PROVIDED To THE REFpOif FQt SPEaLc PURPaffs AND Vas► BE DRAWING NUMBER: AD-TD-0013 PHONE (813) 726-1138 1tFYT CONF10El1T1AL MegCfrET nuO1tE1tS 46 ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS FIGURE 2.0 SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S) NOTES: E,N PAOVAL•. �i DANA APPROVAL: �c F F No. o APPROVED BY I. SEE AO-m-0010 FOR SPACING TABLES 2. SEE AD-M-0010 FOR QUANTY OF LONGITUDAL TIE -DOWN STRAPS REQUIRED. ENE8703571 5 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS = �• _ 0 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS INC, ;���: ••.!1lDIA�.•'N�\�`.�` N�wao.A,osvmswoNsa At JACOBSEN HOMES N0S AN THESE SPEOF1GnoNAND ORAMINLS ARE DRAWN BY: C.L.Y. DATE: 5-19-95 REV. LETTER: DRAWING TITLE: FIGURE 2.0 ■ P.O. BOX 368 ORIGINAL. PROPRIETARY. AND OCNFIOONTUL MATERIALS OF JACOBSEN IIANIFACIURINC MATERIALS ARE MWOiD TO NIE A „ SAFETY HARBOR. HONE (813)726 1138 695 INC. SUCH IVT 0XIDDink PJPIDO rROW O DRAWING NUMBER AD-TD-0014 ,S NOT ►� ADDENDUM �10�'t0,011* COW. .g1R, E� �E.ALTERNATE L�oo TIE -DOWN SYSTEM TYP. CROSS SECTION(S) SHOWING TIEDOWNS mu mu FIGURE 6.0 SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD SEE NOTE 5 FOR mom HEIGHT [, IMES ON W11-01M QQIIQi u4lr TO THESE SIAN=14!<TI-1�E gc➢Orb Or TIE UNIT -SEE NOTE 1, AD iD-00)2) nP. FLOOR STSI , TIP. ANM ANQE ANM MOLE FIGURE 6.1 SEE FIGURE 32 FOR IMMIEHDED TIE -DOWN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING TO TIE-DOIIN CONFIGURATION A SME CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR TRH A DESIGN IDAD (TORKING IOAD) RATING OF 4,000 PCUNDS AND AN ULTBIATELOAD RAMG OF 6,000 POUNDS MUST BE USED. AN EQUIVD.ART ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN ILN OF THE MU CREST PRODUCTS ANCHOR NOTES: 1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS. 2. SEE OTHER RETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOWM SPACING TABLES (AD-TD-00201 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DO10). (ALSO SEE AD-M-0020 AND AD-TD-0021) 5. ZONE 2/EXPOSURE 'C: 32' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'D': 28' MAX6UM HEIGHT THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL w,ND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER. BY INSTALLING THE FRAMSE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE (GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS INEER ,Vmx. �MPPROVED A APPROVAL p • ��sTER �(� BY No. Fo.2 .• 6NE8703aZ.1- YSTaJg(aF NIP INC o...: svrn siom JACOBSEN HOMES N0T1C� ''''''" 111W,NN,TE ;,•� DATE REV. LETTER: TINESE sPEcnu11oN5 AND IaAwNcs AriE • C.L.Y. 5-30-95 ORIGINAL PROPRIETARY, AND CONiuAjLAL DRAWING TITLE: MATERIALS OF JACOBSEN YANUFACTURINC INC.m P.O. BOX 368 SUCH MAIERIAES ARE PROv= TO TIRE FIG. 6.0 & 6.1 SAFETY HARBOR. FLORIDA 34695 , RECPEINT FOR SECFIC Rf PM ARC MAT BE DRAWING NUMBER: PHONE (813) 726-1138 Im COKMnk MD SEOV rRN OTTERS AD—TD-0033 45 ADDENDUM ALT. OFFSET UNIT TIE -DOWN SPACING TABLES 6' ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III Mw.OTY. EA END ANCHOR ANGLE WIN.OTY. EA. END ANCHOR ANGLE FLOOR 0� lV WDTH EA SECTION YIN. 9 IC EA gCTICN MIN. B 20'-0' N/A N/A N/A N/A 24'-0' 2 42' 2 53' �1]4 25'-4' 2 45' 2 58' 26'-8' 2 F48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SoSPACINGDBL HEAD Low ANCHOR ANGLE SPACING HEADE LOAD ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0' 40001 20'-30' 4'-0' 4000 j 2T-30' 25'-4' 12' 4'-0' 40001 20'-3O' 4'-0' 4000 j 20'-30' 26'-8' 12' 4'-0' 40001 20'-30' .4'-0' 4000 j 25'-30- LONGITUDINAL TIE -DOWN SPACING TABLE MIN WIND ZONE II WIND ZONE III MIN. OTY EA END OF ANCHOR WIN. CITY. EA. END OF ANCHOR LE FLOOR WIDTH EA gcnoN WIN. s IN. EA. SECTIONuw. IN. e 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' �l 25'-4' 2 66' 3 48' 26'-8' 3 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD Low ANCHOR ANGLE. SPACING D O ANCHOR ANGLE FLOOR WIDTH SAVE OVERHANG 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8. 40001 20'-30' 2'-8' 4000 j 20'-30' 254 12' 4'4 40001 25'-30' S-2' 4DO01 1.5 -30' 26'-8' 12' 4'4 40DO j 25'-30' S-2' 4000 j 25'-30' O S: ENGNEER`I` ffilvAPPROVAL:l"', DAPIA APPROVAL: �:.��co'' PPROVED BY 1. OFFSET SECTION NTH THE MARRIAGE LANE WAIL EXTENDING BEYOND THE ENDWALL OF THE ADJACENT SECTION MUST BE TIED DOWN ,.'xx Q ' (�\$ i �9F . Cil_ ''. AT THE MARRIAGE LINE w ACCORDANCE NTH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO � ,:'.q� No. O '. JUN 1 I BE TIED DOWN IN ACCORDANCE NTH THE ALT. SPACING TABLES (w—M-0030). E T-. E./ - INAINC 2. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS. 3. SEE AD-TD-0033 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED STL�'T :.` i • Q� Fa, .. ,. uaeo ABOVE i•, �` y�- .'IN- �/, (` r. , F �•� ��` JACOBSEN HOMES AND 71 m sPEQNCATIONS D DRATUi13�1G1![': • 1111\\ C.L.Y. DATE 5-30-95 REV. LETTER- DRAWING Tim ALT. SPACING TABLES ORIGINAL PROPRIETARY. AND COWWTA MATERIALS OF JACOBIN MANUFAC71AW P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 LHE MATERLALS AM PRNM TO THE RENT FCR VECFIC R MIS NO MAT K DRAWING NUMBER: AD—TD-0032 PHONE (813) 726-1138 JUT CONTMDIRX ANO SECIV FRw OT?M ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS SIDE NEW OF MAIN FRAM: ilr-DOWN STRAP SEE 07HER DETAILS FOR TIE -DOWN STRAP SPECInCAT10NS. APPROVED ANCHOR Ilc^.DED TO MA,N I -BEAM (SEE OTHER DETAI_S SEE AD-ID.0200 FOR FOR WELONG) TO BE LKSUJJEO RADIUS CUP DETAILS AT E FACTORY. (REWIRED INS LOCATION). (MIN. 31501 WVWNG ID:SIGNI LOAD AND 47251 ULTIMATE LOAO.) o GROUND ANCNCR ' SEE OTHER DETAILS FOR SIZE, -, — ANGLE AND OTHER INSTALLATION NOTES. _I .III=III. 11- FIG URE 2.1 SOLID HEADER (CHOSSMEMBER) 3' X 3/4' It 1/2) FRONT VIEW CUT INTO HEADER MUST BE LOCATED _ FOR STRAP ATTACHMENT. VATMN S' OF MAIN (FACTORY CUT) CHASES i-BEAM. P'n°T 5EE AD-TJ-0200 FOR j SEE AD-M-C200 FOR ! RADII'S CUP DETAILS I RADIUS CLIP DMALS (REQUIRED THIS LOCATION). I (REQUIRED THIS LOCAION). 5' MAX • I TTE-DOW4 STRAP SEE OTHER CETAILS SIDE M FOR TIE -DOWN STRAP SPECIFICAMNS. GROUND ANCHOR' oe SEE 07HU DETAILS FOR SIZE, ANGLE AND OTTER INSTALLATION NC _S. FIGURE 2.2 NOTFS _ EER APPROVAL-:? �. ✓ DAP:A A.'PiiOVAL• I. SEE AD-TD-OC10 FOR SPACING TABLES. 7 I - - - 2. SEE AD-M-0010 FOR OL'ANITY OF LONGITUDIAL TIE -DOWN STRAFS H[OJ:RED. �O cTdl'f c: !:I :.._4 ~ J. SEE OTHER DETAILS FOR BLOCKING (PIER) Dummy AND ormER REWREMENTS. 4. SEE AD-TD-D001 FOR ADDITIONAL REWREMDM i ' . + i f ''�ll/1171111111 ANCHOR BRACXET AND TL-DOYN DDICES ARE CERTIFIED BY 0710S cRA*w BY. DAic. REV. LTTER: JACOBSEN HOMES rOnc4 C.L.Y. fi-13-95 inT3 SPCGFICA`ONS AND CRATYAGS AfiE OR&NAL FRRURCARY. AND CCAIt< 7V-'' DRAWING TITIL' FIGURES .1 & _.� P.O. BOX 368 YArEI S OF JACOBIN YANVACTIAON+ i i 2 mops, � NG SUCH MAI'JMUIs An PROvm TD Tli SAFETY HARBOR, FLORIDA 34695 AR>F1.91T ►OR s'Eax mram AAD MAT E DRAWING NWBER: PHONE (813) 725-1138 IVI COIJrM IAL AA] MOnT FROM owls AD-TD-0015 44 37 LONGITUDINAL STRAP ATTACHMENT TYPICA TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) NOTES:.- 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. -JACOBSEN HOMES THESE SPEOFIGTIONSIAND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND (MNFIDENTIAL •„ P.O. BOLE 368' • ; MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MAMMALS ARE PROVIDED 10 THE SAFETY HARBOR, FLORIDA 34695 RECIR1NT FOR SWIC PURPOSES AND MUSI BE PHONE (727) 726-1138 KEPT conn%D 11AL AND SECRET rROM OTHERS. AM CLAMP, MANUFACURED BY ENGINEERING, PART 159011 _.._. FACTURER'S INSTRUCIIDNS FOR COMPLETE INSTALLATION DETAILS) J DAPIA APPROVALPROVED BY JUN 1 5.20 INC. I MANUFACTURED HOME CTION AND SAFETY STANDARDS M.T. DATE; 6-12-01 1REV. LETTER: IAL STRAP ATTACHMENT AD— TD-0016 oo� NDUM ���X°R5 ALTERNATE TIE -DOWN SYSTEM(S) 44 TYPICAL CROSS SECTION SHOWING TIEDOWNS SEE NOTE 4 FOR MIA! HEIGHT 4. MAX INS FIGURE 5.0 SEE FIGURE 1.1 FOR RECOMNDED M-DORY METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS EDD1 USING THIS TIE -DOWN CDN71GURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR MTH A DESIGN LOAD (TORIONG LOAD) RATING OF 4,000 POUNDS AND AN UITOIATE LOAD HEATING OF 6,000 POUNDS LNST BE USED. AN EQUIYD w ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYE CREST PRODUCTS ANCHOR NOTES: I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUA14717Y AND OTHER REOUIREMENTS. 3. FOR FIGURE 5.0 SEE ALTERNATE T,E-DOWN SPACING TABLES (AD-TD-DO30). 4. ZONE 2/EXPOSURE 'C': 3Z MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 27' MAIOMUM HEIGHT ZONE 3/EXPOSURE 'C': 30- MAX3TJM HEIGHT ZONE 3/EXPOSURE 'D': THIS APPLICATION IS NOT APPLICABLE. THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, BY INSTALLING THE FRAME 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. `QNEER�PPROVALyIv ' .;�, DAPIA APPROVAL NES — �' 1 NOTICE 'rfr'� +ORA41N BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPEOnCAnoNS AND DRAWINGS ARE C.L.Y. 6-13-95 GRIONAL. PROPRIETARY, AND CONnDDITLAL DRAWING TITLE' MATERIALS OF JACOBSEN MANUFACTURING FIG. 5.0 m P.O. BOX 368 W_ SUCH MATEM" ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34695 RECPCHT rOR SILCFX RRKM AND MUST BE DRAWING NUMBER PHONE (513) 726-1138 PD T CWWnk NJo SEORT rRCM OHM AD—TD-0031 38 43 ADDENDUM ALTERNATE UNIT TIE -DOWN SPACING TABLES Q ZONE II & III/EXP. C & D / LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN.OTY. ANCHOR YIN.OTY. ANCHOR �1 FLOOR WIDTH EA. END HON N EA. ENDMal EA SECTION YIN.. 9 EA SECTION ON YIN..° 20'-0' 2 36' 2 45' 24'-0" 2 46' 2 60' 25'-4' 2 50' 2 67' 26'-8' 2 55' 3 30' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPADING DBL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0" 12' 4'-0' 3670 20' 4'-0' 3900# 20' 24'4 12' 4'-0' 37001 20' 4'-0' 3950 j 20• 25-4' . 12" 6'-8' 40001 15' 4'-0' 22' 26'-8 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. OTL ANCHOR MIN. Dtt. ANCHOR G� v FLOOR WIDTH AOE END OFFAND ANGLEA YL B Ek SECTION UK B 20'-0" 2 50' N/A N/A �j 24'-0" 2 70' N/A N/A 25'-4' 3 42' N/A N/A 26'-8' N/A I N/A N/A N/A VERTICAL TIE-DOITN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DBL HEAD LOAD ANCHOR ANDS SPACING DEIL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 4'-0' 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24' N/A N/A N/A 254 12'- 4'-0' 40001 26' 1 N/A N/A N/A 26'-8' 12' 4'-0' 4000 2T YMN NIA N/A N/A NOTES: ENa;'k(B (�1 �PRONAL•DD� DAPIA APPROVAL• 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS Q .Qr No. 2. SEE AD-7D-003I FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED Ei\E8?03571 ABOVE: 3. 20 WDES -82' MAXIMUM I -BEAM SPACING ONLY. 4. 4• MAXIMUM INSET TO ANCHOR HEADS (SEE AD-iD-0031). � ._ /y, • : - . -• JACOBSEN HOMES NOTIC1s "tillT I N9B1%w►+' THESE SPEanCAMM AND DRAWINGS ARE : C.L.Y. DATE. 6-13-95 REV. LETTER: IRL- ALT. SPACING TABLES P.O. BOX 368 OMONAL PROPRIETARY, AND COWL EN IAL DRAWING MATERIALS OF JACOM MANUFACilMC SAFETY HARBOR. FLORIDA 34695 PHONE.(813) 726-11.38 INC. SUCH MAIRtALS ARE PRONGED TO THE RLI]PENT FOR SUM RRPOSES AND NISI BE DRATMG UT C&fWnAL AND SECRET FROM Ord= NUMBER: AD-TD-0030 MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPADING D OAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE LOAD 10'-0" 12' 4'-0' 31501 40'-50' 2'-8' 3150# 40'-50' 12'-0" 12" 4"-0' 3100# 40'-50' 2'-8' 31501 40'-50' 13'-4" 12' 4'-0' 3065,9 40'-50' 2'-8' 30001 40'-50- NOTES: ENa`�� �v A pp VA(5 hD BY 1. OFFSET SECTION M1TH THE MARRIAGE LINE WALL EXTEND94G BEYOND THE ENDWALL Of THE �' ,Q.,.�G\S T•� ,�c� cC: 'h' REVISED ADJACENT SECTION MUST BE TIED DOWV AT THE MARRIAGE LINE IN ACCORDANCE Q �• . /j •, ' MITH THE TABLES ABOVE: THE SIOEWALL SIDE AND THE ADJACENT SEVION(5) ARE T BE TIED DOWN IN ACCORDANCE . r.' .. - •'T S E P 0 9 15 MATH THE NORMAL SPACING TABLES (AD-TD-0010). ;• -. 2. SEE AO-TD-OWI FOR ADD17IONAL REQUIREMENTS. INC. Qz � ���'•, r^9%�gbr.•' � 3. SEE AD-M 0021 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED �� FED ��. F •. %l� } AC. • • �C1 RAL MANUFACTURED HOME ABOVE. `�. '• •••• �G`���� CO ISTRUCTION AND SAFETY STAND OO JACOBSEN HOMES JhIm THESE SPEanCATIONS AND ORAW.NGS ARE `t"DATE' R.R.NOTICE: R 8-27-96 RE v' LETTER 0111111 ■�, P.O. BOX 368 OMONAL PROPRETARY, AND CpNE1 "'L"L MATERIALS OF JACOBSEN MANUFACTURING INC. SUCK MAMMALS ARE PRONGED TO THE DRAMING 71TIP OFFSET SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 PJWOSES NO NOn15 WpC � DRAWING NUMOER ENT14 rM)J AD-TD-0020 )6 ;DS. 42 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE —DOWN 12THOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR MAXIMUM HEIGHT [TABLES ON AD-ID-OD20 JIM APPLY TO THESE STANDARD MULTF•1YDE SECIIONS OF IHE UNIT -SEE NOTE 1, AD-1D-0020) TYP. FLOOR SYSTEM= TYP. Jv I•.— ANCHOR ANm ANCHOR ANGLE ANm ANGLE ANGLE ANGLE FIGURE 3.1 FIGURE 3.2 SEE FIGURE 6.0 FOR ALTERNATE TIE—DOAH RMOD �P9tldh�gl�6�Q��ALTERNATB TIE —DOWN MMOD NOTES: ENGt o = • •. • �., DAPIA APPROVAL Q O � 1. SEE aD-ro-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). ]�: 'i.GX T APPROVED BY �, AF ••.!li 2. (SEE M-0020SECTION FOR OUANITY OF LONGITUDIAL TIE —DOWN STRAPS REQUIRED. NLY)_ ENE8703571 •: �`''` 3. SEE OTHER DETAILS FOR BLOC16NG (PIER) QUANTITY AND OTHER REQUIREMENTS. � 4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.I[� (� NP 5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT �i� �'•, //.••��'•�Inn�NaE + \J ZONE 2/EVOSURE 'D': 24' MIOOMUM HEIGHT (32' 0 24' WIDE MIN.)ZONE 3/EXPOSURE V: 32' MAXIMUM HEIGHT �i fit` iIH �� lWAtosv[iTSW4Ypd ZONE 3/OSURE V.- 32' MAXIMUM HEIGHT (44' 0 24' TIDE MIN.) �NAL.E�a`%`��` JACOBSEN HOMES N0710E THESE SPECIRCATIONS AND DRANINGS ARE DRAWN BY: C.L.Y. DAIS 5-11-95 REV. LETTER: O ;� P.O. BOX 368 ORIGINAL. PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN UANUFAC7NG URI DRAWING TIRE-' FIG. 3.0, 3.1 & 3.2 A INQ SUCH MATERIALS ARE PROI9DED TO THE SAFETY HARBOR. 95 F726 C ORFPogsM MI DRAWING NUMBER: HONE (813) 1138 0FO MK AD—TD-0021 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN :SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE—GOAy SPACINGS FIGURE 4.0 SEE FIGURES 3.1- AND 3.2 FOR TYP. CROSS-SECTION \,1111111I111/f/! ESA OV �i�� DAPIA APPROVALN TES: F 1. SEE AD-TD-0020 FOR SPACLS, TAKES (OFFSET SECTION ONLY). : �)�.'�GISTFR APPROVED BY 2. SEE AD-TD-0020 FOR OUAN!TY OF LON07LOAL 71E-Dof1N STRAPS REQUIRED. 2 Q` h0. O •. (OFFSET SECTION ONLY) _ NE8703571 0 1 5 3. SEE OTHER DETAILS FOR BLOC'F_SG (PIER) QUANTITY AND 07HER REOUIREIIENTS. _ 4. SEE AD-TD-0001 FOR ADDITiCt.AL REOUIREYENTS. INC [� V C �'`F; ' � IAN�'• � �`�� Cp,,,,�,p�„O,AR„i1AN: 11C. NOTI 4 JACOBSEN HOMES TNEsE SKOnunas AND DUKNGS ARE URAxN BY. C•L•�• DATE: 5-11-95 �� tETT WGINAL. PROPRETARY, AND Gaaloo w DRATANG TITLE „ YATMALS OF JACOM YAmACTURWC P.O. 90X 368 FIG. 4.0 utc SUOI YATEiCAL.S ARE PROVJ7fD TO 1NE SAFETY HA.?e=-R. FLORIDA 34695 gEOPaT Fat Spat Pjrm'AIo 11151 BE DRAWING NUMBER PHONE (813) 726-1138 PUT CW'M%K NO SEM IRON OTTERS AD—TD-0022 40 41