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Home My WebLink AboutSUBMITTED PAPERS_2of NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1009861-R1 Page 1 04/14/2009 04/16/2009 Structural Jeld-Wen J 104-3 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAM[ immediately if data, as shown requires corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen Gladlator/Finishield Glazed Wood -Edge Steel Double Doors with Glazed Fixed Side-Lites Test Report: NCTL-210-3558-1 & NCTL-210-3558-IA Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb comers were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 1/4" crown x 2" long wire staples at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202-Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: 2.3 Sills Certification No.: NIO09861-R1 Page 2 ODL Global Endura, AFCO See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAM at (757)594-8658. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202-Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 a a a a a a NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: 3737 Lakeport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: Product: Series "Gladiator/Finishield Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) .Specifications Tested To: TAS 202-94/ASTM E283-04/E330-02/E331-00 N1009861-R1 Page 3 - 04/14/2009 10/31/2012 04/16/2009 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMl's Certification Program is accredited by The American National Standards Institute (ANSI). In -swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Out -swing Opaque Size Pos/Neg Rated Comments X VS or Glazed 3'2" x 6'10" +45/45 No NCTI,210-3558-1/210-3558-1A Single US Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 57' w/o Surface Bolts Installation Details: JW122008(1-l2)/JW192008(1-12) X I/S or Glazed 3'2" x 6'10" +551--55 No NCTir210-3558-1/210-3558-1A Single O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: I'9" x 57' w/Surface Bolts Installation Details: JW12200 1-12 JW192008 1-12 OX/XO 1/S or Glazed 67' x 6' l0" +45/45 No NCTL-210-3558-1/210-35584A Single w/Sidelite O/S Max Panel Size: 3'0" x 6"r Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW122008 t-12)/JW192008(1-12 OX/XO I/S or Glazed 6'3" x 6'10" +551-55 No NCTIA10-3558-I1210-3558.1A Single w/Sidelite O/S Max Panel Size: 3'0" x 67"Daylight Opening: 119" x 5'3" w/Surface Bolts Installation Details: JW122008 1-12 JW192008(I-12 XX I/S or Glazed 67" x 6'10" +45/ 45 No NCTG210-3558-1/210-3558-1A Double O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW1220081-12yJW192008 t-12 XX 11S or Glazed 6'2" x 6'10" +551-55 No NCPL-210-3558-1/210-3558-1A Double O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: l'9" x 5.1" w/Surface Bolts Installation Details: JW122008 1-12 JW192008 1-12 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA Tel-757.594.8658/Fax 757.594.8659 a a a n a NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: 3737 Lakeport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: Product: Series "Gladiator/Finishield Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E283-04/E330-02/E331-00 N1009861-R1 Page 4 04/14/2009 10/31/2012 04/16/2009 The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nanucertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). In -swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Out -swing Opaque Size posNet Rated Comments OXX/XXO US or Glazed 913" x 6'10" +45/45 No NCTL-210-3558-1/210 3558-1A Double w/Sidelite O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 57' w/o Surface Bolts Installation Details: JW122 1-12 JWl92008 1-12 OXX/XXO VS or Glazed 913" x 6'10" +55/-55 No NCrL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts h►stallation Details: JW122008 1-12 JW192008 1-12 OXO I/S or Glazed 914" x 6%10" +45/45 No NCfL-210-3S58-I/210-3558-1A Single w/Sidelites O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW122008 1-12 JW192 1-12 OXO VS or Glazed 9'4" x 6'10" +551--55 No NC U210-3558-1210.35584A Single w/Sidelites O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 57' w/Surface Bolts histallationDetails: JW122008 1-I2YJW192008(1-12) OXXO VS or Glazed 12'5" x 6'10" +45145 No NC17Ir210-3558-1/210 3558-IA Double w/Sidelites O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW122008(1-12)VJW192008(1-12) OXXO I/S or Glazed 12'5" x 6'10" +55/-55 No NM210-3558-1210-35584A Double w/Sidelites O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 57' w/Surface Botts Installation Details: JW122008 1-12 JW192008 I-12 National Accreditation & Management Institute, Inc./l 1970 Merchants Walk Suite 242::;7 Tel-757.594.8658/Fax-757.594.8659 a n a .. NAMI AUTHORIZED SIGNATURE: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM E330 AND ASTM E331. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED 16. SCALE BASED ON l lx17 SHEET SIZE. FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS ' CONSTRUCTED FROM TWO SHEETS OF i 25-GAUGE (.018' MINIMUM) GALVANIZED STEEL. { THE FACE SHEETS ARE BENT 90' OVER THE 1.688' X 1.0' LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688"X1.203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.688' X 3 118'X 12". FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING AND A SNAP FIT PLASTIC ADJUSTABLE HEIGHT THRESHOLD AND VINYL SIDELITE SILL SEAT. ALL CORNERS ARE COPED. BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7116" X 2' LONG STAPLES PER CORNER. THE VERTICAL MULLIONS ARE FASTENED THROUGH THE HEAD AND SILL USING FOUR #8X2-12" SCREWS PER END. A 5/8' HOLE IS DRILLED AT THE CENTER OF THE SILL AND A PLASTIC COVER IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. A 318' HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #6 X 1 12' SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA. 7116' X 2" LONG STAPLES PER STILE LOCATED 6" AND 30' FROM EACH END FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY AND THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE INTERIOR AND EXTERIOR USING SILICONE. 148 1!2' MAX OVERALL FRAME WIDTH 37 114" MAX. FRAME W IDTH 74" MAX. DOUBLE FRAME WIDTH 37 114" MAX. FRAME WIDTH 353/4" MAX. 72 114' MAX J CC PANEL WIDTH . DOUBLE PANEL WIDTH 35 314' MAX. 00 p PANEL WIDTH J Zjr O co 0211/8" +21118' 11/8' 0211/8, 0 Z W 1L in w = MAX. MAX_ M1�1AX. MAX. D.L.O. w s W L 2 ap D.L.O. D O. D.L. J Q WIDTH IDTH WIDT WIDTH _j Ed z n to w o a S n� O p(m F UJJ co Y C_ X ® m J y NOTE a NOTE 2 NOT 2 ® 0 NOTE 4 �+ m �o \ / n FIXED INACTIVE ACTIV FIXED 1 w T_— ASTRAGAL Z N TE4 URFACEBOLT DBL-BACK N TE 4 JAMB MULL POST c7 xo O NOTE 3 NOTE 2 o q p W �' r > LMULL POST New NOTE 2 3 o u) U- w � w Q 0 z U ' QUAD UNIT (OXXO) 0 ODN m W IL IL (INSWING NON -IMPACT) NOTE: a3z y 1 1-ALL VIEWS FROM INTERIOR. a 2- MULL POSTS & DOUBLE BACK o O JAMBS ARE INTERCHANGEABLE. a a 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS OF DP45 OR LESS. I I > 4. OPTIONAL MASONRY CONSTRUCTION. 2I� TABLET DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WITHOUT BOLTS WITFI SURFACE BOLTS POSITIVE ±45 i55 NEGATIVE 345 ±55 DATE: 04.0 WB WBD (/ 0� CMK BY S. FRE JW 192008 AaueWum to NAM{ l ifiLation No.. : Zz..1.....� Revitmed By Date Wewed- 112' MAX. OVERALL FRAME WIDTH Ill 114' MAX. OVERALL FRAME WIDTH — 37 1/4' MAX. 37 1/2" MAX. FRAME WIDTH 37 114" MAX. FRAME WIDTH _ 37 114" MAX. 74" MAX. FRAME WIDTH 35 3/4" MAX. FRAME WIDTH DOUBLE FRAME WIDTH 35 314' MAX. 35 314' MAX. PANEL WIDTH 35 3/4" MAX. 72 1/4' MAX _ PANEL WIDTH PANEL WIDTH L— PANEL WIDTH DOUBLE PANEL WIDTH -0211/8' A211/8' 1118' �211/8' XDF 11l8' w MAX. MAX. MAX. z MAX. AX. x D.L.O. D.L.O. D.L. . X D.L.O. D.L. .WIDTH WIDTH WIDT WIDTH WIDT o= > NOTE NOTE 2 NOTE 2 N 4 E m m NOTE NOTE 2 m 00 d r riu d o ;o FIXED FIXED JC4TV,- T_ FIX INACTIVE JA4C-nV ASTRAGAL L-MULL POST NOTE 2 TRI UNIT (OOXI OR (XOO) SCALE:3/8"=1'-0" 74" MAX, OVERALL FRAME WIDTH --- 72 114" MAX. PANEL WIDTH - 36 3/8' WITH -I - ASTRAGAL I r21 118" x J¢ D .O. C,WIDTH 0 NO E4 Q m W m INACTIVE T ASTRAGAL SURFACE BOLT SEE NOTE 3 DUAL UNIT 000 SCALE: 318" =T-0' 4 NOTE DBL-BACK JAMB MULLPOST NOTE2 OTE4 NOTE SURFACE BOLT SEE NOTE 3 TRI UNIT (OXX) OR (XXO) SCALE: 112' MAX. OVERALL FRAME WIDTH 37 114" MAX. 37 112" MAX. 37 114' MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH 1 35 314" MAX 35 PANELLWID HT 353/4-MAX. PANELWIDTH ( PANEL WIDTH y21 Ur. 1118' w MAX. AX. D.L.C. WIDTH D. O. WID �W d= 0 6w GNOITE4m �Q A NOTE NOTE NOT 24 uFIXEDACTIV m q;kV 4V k1w 4 DBL-BACK NOTEJAMB MULL POST MULLPOST NOTE NOTE 2 TRI UNIT(OXO) SCALE: 318" =T-0' 371/2" MAX OVERALL FRAME WIDTH 74 314" MAX 35 314" MAX. OVERALL FRAME WIDTH PANEL WIDTH 35 314" MAX. 35 3/4" MAX. L_ �PAMEL WIDTHr PANEL WIDTH1 tACTIV 0NOTE4TE"'4 =O xw 11/8" J Oi ❑D .O. p = > -wIDTH J c7 OZ SF9 mz NOTE4NOTE4ILZNOTE 4NOTE 4 r BTI E NOTE4 T_SINGLE UNIT (X) TE4 SCALE: 3/8'=1'-0" L-BACK JAMB MULL POST NOTE 2 DUAL UNIT (OX) OR (XO) SCALE: 3/8" =V-0" t,uu,:r mu, n to NAMI I(i alion No.: {o /— neviewed By Date Reviewed Y/ i G /n 4 NOTE: 1-ALL VIEWS FROM INTERIOR. 2- MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS OF OP45 OR LESS. 4- FOR MASONRY CONSTRUCTION. O (O t` ❑o) J � co F- J N z o c) Z W co Lll Y 2 co 3�aLo 0 ti `n � co De L w ppK 000 Wow z New ❑ zoN q�OZ lJ pO3 r- o3z H a 00 u�g 0 a or a j ✓/ J� DAM- 04.06.09 a ue AS NOTED o Br: WDD - .KBY. S. FREY OgaWv.�GMO: JW192008 51EE12 OF 12 O = J w� z xgxg2aa NOTE 4 0 6' MAX. I� 105" MAX OVERALL WIDTH 74' MAX 151/2" MAX. DOUBLE FRAME WIDTH FRAME WIDTH 72174' MAX 14" MAX. DOUBLE PANEL WI07H --] PANEL WIDTH M AX. w abo. W� o NO 2 ° NOTE M "a :N!O ,o Y u Fl INACTIVE ACTIVE FIXED ASTRAGAL � SURFACE BOLT SEE NOTE 3 QUAD UNIT fOXXOI SCALE: 3/8" =1'-0" 53" MAX OVERALL WIDTH 37 112" MAX 151/2' MAX. FRAME WIDTH FRAME WID TH 35 3/4' MAX 14" MAX. PANEL WIDTH PANEL WIDTH Y 1 1!$" AX. = D. 0. J O w o a� NOTE o x in NO b 6" MAX. r D.L.O. Y ACTI FI E —NaTE4 N DUAL UNIT (OX) OR (XO) SCALE: 3/8' =1'-0" tm 0 4 89112" MAX OVERALL WIDTH 74' MAX 15 1/2" MAX. DOUBLE FRAME WIDTH FRAME WIDTH 14' MAX 72 1/4" MAX PANEL WIDTH DOUBLE PANEL WIDTH Y r21 1/8' 7AX M i J (� J mu d Q4 _ F-' w ° >o z @ 0 as NOTE4 Lj�CTIE NTT E4 m � m 6' MAX. 2 � r D.L.O. ASTRAGAL T NOTE 4 N TE 4 SURFACE BOLT SEE NOTE 3 TRI UNIT fOXXI OR IXX01 SCALE: 318' =V-0' 37112" MAX FRAME WIDTH 35 3/4" MAX PANEL WIDTH 19518 � AA.. _ 2 O D. O. J QJ J z M O a NOTE 0 a O N TE4 � e m c� r II m f ACTIVE -17 QV SINGLE VENT UNIT fXl SCALE: 3!8' =1'-0" ACTIVE -17 QV SINGLE VENT UNIT fXl SCALE: 3!8' =1'-0" 68 1J2' MAX _ OVERALL WIDTH 37 1/2' MAX FRAME WIDTH 15 i!2" MAX. 35 314' MAX FRAME WIDTH PANEL WIDTH 14 3I4" MAX. PANEL WI TH 1 AX. w = I D. j O O QQ J ° jIC w 0 2 O g NOTE N TE 4 � m � NOT m � m 8' MAX. m r D.L.O. Y n F E ACTIV FIXE N TE4 TE4 1 TRI UNIT (OXD}_ SCALE: 3/8' =1'-0' NOTE: 1- ALL VIEWS FROM INTERIOR. 2- MULL POSTS &DOUBLE JACK JAMBS ARE INTERCHANGEABLE. 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS OF DP45 OR LESS. 4- FOR MASONRY CONSTRUCTION. M1wGi It.wi I iv NAtY1I 0 r� r J � ma_ C) ¢ � In ?O¢M zwU'� w> Yea? -wm Y -, =atu 04.0(i.09 e:AS NOTED s.: WBD Gr: 5. FREY_ WING NO. ,AY 19200E iFfT 3 OF 1 2 Reviewed 8y: Date R �r 1" MIN. xx 1n HW 1" MIN Q� N t SEE DETAIL A SHEET 10 / I 1.00" O.A. O SHEET? W 1" MIN. 1" MIN Item DESCRIPTION NOTE 1 xx Y 1Cd W 1"MIN NOTE 1 1 MIN NOTE 1 1 HINGEJAMB 1 28 47 28 47 2 HEAD JAMB 1 p 5 3 LATCH JAMB _ I m 4 SIDELIT£JAMF 29 FO 29 W 29 , 5 #10 PHILLIPS FI 6 4'x4'BUTT HI (p I 2 Z 7 B9x314'PHILL B 010x 1112'PH N 1 9 3116' ELCO TAI SEE DETAIL -� 10 COMPRESSI01 SHEET 10 36 2 11 12 INSWING THRF 260 SERIES $FI 16 10 13 EXTRUDEDASR 37 d o 14 #10 X P PHILLI t6 d F.. 31 16 16 ATA STRIKE PI 31 Fd m 16 TOP RAIL LAN j W = N 30 17 BOTTOM RAIL 30 W 18 HINGESIDESI 1 N 19 20 LATCH 610E ' LOCK BLOCK 21 21 ODL LIP-LITE F 22 1.00' OVERALL O 23 16 Go. 7116' CF J J 24 CORRUGATED p p 25 KWIKSET LOCI 2 00 ~ 26 KWIKSET DEADBOLT SERIES 980 O w O pI 7- U_z' 27 #10 x2' PHILLIPS FLATHEAD WOOD SCREW W m = Z S IEET 7 F W� IF 7 W m W W O Z = Z 28 2x WOOD BUCK 29 NON -COMPRESSION SHIM 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY d • 30 B1 EL r\ IL Q IL � n 31 STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED) Ad25 COMMERCIAL OUALITY 0.018'MIN. THICK.) 32 INSWING VINYL DOOR BOTTOM SWEEP 33 CORNER PADS 2', LOCATED AT THE BOTTOM OF EACHJAM1I6 LEG SETTING ON TOP OF THE SILL. BEHIND THE WEATHERSTRIP 34 B8 x 1112' PHILLIPS WOOD SCREW 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL 38 (ODL MODEL 79 VENTED HALF LITE I'RAME Material PINE PINE cc n J LL m0 Z O Q 1? Z Cj Lu LL 10 W Y = 4? In co Y D- STEEL w Ir 0�00 Op zWw u, Z p a: N Z O s STEEL _ WOOD WOOD FOAM STEEL LVANIZED O O y ¢ Z p O U VINYL FOAM ICg7 a 'Ll > STEEL WOOD 1 44 SEX BOLT %32 X 1-9f16 LG X Sl16 BARREL I STEEL Uji y 32 37 q7 2g 45 IVES SURFACE BOLT STRIKE PLATE STEEL p:y 46 q8 X 3l4° LG FLATHEAD WOODSCREWS FOR STRIKE PLATE I INOTE 11 \` 12NSEE 145 47 OPTIONAL 1X WOOD BUCK WODD W0 1112" 47 28 1 1J246 NOTE 1:1X MAY BE UTILIZEDAS AN OPTION AS LONGAS MINIMUM ANCHORpMIN T MIN. EMBEDMENT DEPTH, INTO MASONRY OR WOOD, IS MAINTAINED. Sr!j!� SEE NOTE 1 f1112" NOTE 2: OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF EMB. EMB' MIN. HEAD OR JAMB. 0 II' IIEMS, _'on1e: 04.06.09 i MIN 5 —�" MIN —^I MIN 1"MIN —{ 1"MIN 6�/�,;C� 1"MINDWG. Or. WBD VERTICAL CROSS SECTION LATCH STILE CROSS SECTION cwc ar. S. FREY / A \ VERTICAL CROSS SECTION, DOOR TYP. B SIDE-LITE TYP. C SURFACE BOLT, TYP. oan qm . WOOD FRAME INSTALLATION a WOOD FRAME INSTALLATION a WOOD FRAME INSTALLATION " [ VVJ✓O� JW192008 nuu n iLium to NAM !"EET 4 CF % 2 1' 1' MIN MIN. 1' MIN NOTE 1 1' MIN 8 28 47 m =, T �z Y � � x SEE DETAIL A - SHEET 10 O I a 1.00' O.A. O 0 O p W rc x SHEET 7 w Z w z a 22 Imo` 21 1 9 p � t 1" MIN 1" MIN '- z m 1' w MIN. 1' MIN A VERTICAL CROSS SECTION DOOR TYP. 5 MASONRY INSTALLATION SEE DETAIL A SHEET 10 SEE DETAIL A SHEET 10 31 47 28 29 j 27 �(` I 1 Y 30 38 NOTE 1 I1A" M z s �� y 3 1 21 SHIM INTERIOR 1.00' O.A. G Jp C HORIZONTAL CROSS SECTION 0 = 5 WOOD INSTALLATION a Oa w S w F m s SHEET 7 ?'7 w ¢ 1 114' a MIN. EMB. SEE DETAIL A SHEET 10 22 z g 10 ZO 31 19 25 21 A z_ F z 31 47 28 29 27 30 38 39 17 NOTE J zf 37 1!4" MAX. 3 INTERIOR N SHIM — c�`1 5 D HORIZONTAL CROSS SECTION 11 5 MASONRY INSTALLATION S2 NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR _ EMBEDMENT DEPTH, INTO MASONRY OR WOOD, IS MAINTAINED. NOTE 2: OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SEOT!ON OF 9 a a HEAD OR JAMB. O r 611, [0 U a U) Z O Z W LLco W Y=00 J Q � O I� In cl) Y d t o' 7m0 Z rn sc?s 'N Z 2ww C)U 2 w z o w �9 p 0, o �I > I ' / sue: AS NOTED I I" MIN -i z� y !A f DWO, BY WBD 1" MIN r � w "Il cla.er: S. FREY 1" MIN. — 1" MIN ---� /� J� or+awmcrvc.. / o VERTICAL CRO55 SECTION SIDE-LITE TYP. yV JW 192008 r• �.nen,.lov I�ICTAII ATI(1N SHEETS OF 1? ncwed By: I:o Re 1 114" MIN. EMB F-�I.-SHIM !29)11,rSEE DETAILA SHEET10 18 31 30 222zSEE NOTE 2 36 23 NTERIOROTE 4 VIEW AT FIXED PANEL/SIDE JAMB (MASONRY INSTALL) SEE DETAILA 4] 1 112" I` MIN. EMB. SHEET 10 f 1 ? z 5 i SEE NOTE 2 23 -f 36 29 6 47 INTERIOR SEE NOTE 4 E HORIZONTAL CROSS SECTION �,V VIEW AT FIXED PANEL/SIDE JAMB (WOOD INSTALL) 114' MAX SHIM- (^ SEE DETAIL A 1 N2' II(fi(_" q SHEET 10 MIN. EMB. �'- 31 30 21 ^ z i 18 22 T— 23 SEE NOTE 2 SEE 47 28 29 36• INTERIOR NOTE I HORIZONTAL CROSS SECTION 6 VIEW AT FIXED PANELISIDE JAMB (WOOD INSTALL) 1 112" SEE DETAIL A MIN. EMB.- 3 SHEET 10 L - 10 19 25 20 31 21 22 Z. z SEE 47 2g 2927 30 INTERIOR NOTE4 _M HORIZONTAL CROSS SECTION 6 VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) 35 21 30 31 10 Y2 19 18 31 30 21 22 7 SEE NOTE 2 3 36 B 6 INTERIOR B HORIZONTAL CROSS SECTION 6 VIEW AT SOLID MULL POST SEE NOTE 4 47 2B 1 114" MIN. EMB. 114" MIN. SEE DETAIL A SHIM SHEET 10 1 21 31 1 1— HORIZONTAL 1 22 Q 18 10 = z 9 � INTERIOR 30 298 I' 7 6 F CROSS SECTION 6 VIEW AT DOOR HINGE/SIDE JAMB (MASONRY INSTALL) 114 MAX. 1 114' SEE DETAILA SHIM- - MIN. EMB. SHEET10 4 29 INTERIOR U 28 4 NOTE2 NOTE J HORIZONTAL CROSS SECTION 6 VIEW AT FIXED PANEUSTbE JAMB (MASONRY INSTALL) 1114" -.{ 114•MIN. SEE DETAIL MIN.IEMB. I ��r��95�T30 29 ��1-� U INTERIOR SEE NOTE 4 47 28 N� HORIZONTAL CROSS SECTION \,IJ VIEW AT DOOR LATCH/SIDE JAMB (MASONRY INSTALL) 0INTERIOR20 102521 19 31 3p � IACTIVE C HORIZONTAL CROSS SECTION 6 VIEW AT ASTRAGAL 114' MINTr-`j �4SEE DETAIL ASHEE710 1 114" MIN. Eh z z 40 t!Tq INTERIOR D HORIZONTAL CROSS E TI N 6 VIEW AT DBL JAMB MULL POST 114"MAX SEE DETAIL A "j "'SHIM SHEET 10 1' 3 MIN. E EMB. Z = INTERIOR y v v _ SEE NOTE 4 INTERIOR 30 U 1f29 28 47 SEE NOTE 4 G HORIZONTAL CROSS SECTION HHORIZONTAL CROSS SECTION 8 VIEW AT DOOR HINGEISIDE JAMB V VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) (WOOD INSTALL) SHIM SEE DETAIL SHEET 10 INTERIOR K HORIZONTAL CROSS SECTION 6 VIEW AT DOOR HINGE/SIDE JAMB (MASONRY INSTALL) 114" MIN. 1 E �rSHIM SEE DETAIL A MIN.. EMB. Illr �ti SHEET 10 I 31 21 z . z 10 18 22 5 NTERIOR 30 SEE NOTE 4 47 28 8 29 6 7 L HORIZONTAL CROSS SECTION 6 VIEW AT DOOR HINGElSIDE JAMB NOTES: 1. FOR ANCHOR SPACING, SEE SHEETS 8, 9. 10& 11. 2. SPACING FOR #23 FROM TOP DOWN: W-28 3. ASTRAGAL SCREW PATTERN SPACING FOR #13 40 FROM TOP DOWN: 10, Z", 3112', 20", 243/4", 39'. 10 4. 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 21 30 31 19 18 31 30 21 EMBEDMENT DEPTH, INTO MASONRY OR WOOD. IS MAINTAINED. 22 S. OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. 36 6 7 INTERIOR O HORIZONTAL CROSS SECTIOry,_ 6 VIEW AT DBLJAMB POST , f1..,,clluuhl IU . + wlbn NO.: Reviewed * Date Reirieweif - &( r0 0) Q Q O] z0Jcm 0_ U, N Lu co V) y d z O U tn En V J z 0 C O r " cATE 04.06.09 SCALE: - 3••= 1 , �� w+c 9r WBD aK. ur: S. FREY �- oawwwc Ho. JW192008 9NEET6- OF 12 35 i0 25 30 21 30 31 19 19 31 21 22 SEE NOTE 2 23 36 27 INACTIVE INTERIOR ACTIVE % A� HORIZONTAL CROSS SECTION VIEW AT SOLID MULL POST SEE DETAIL A 1 SHEET 10 110 MIN. EMB. J 18 0 - � el z 38 30 V 6 3][1219'DSEE F! INTERIOR g 114• Max c� SHIM ! c \HORIZONTAL CROSS SECTION 7 VIEW AT DOOR HINGEISIDE JAMB (WOOD INSTALL) 35 2 2130 31 19 18 31 30 21 22 SEE NOTE2 23 36 23 SEE NOTE 2 INTERIOR / B \ HORIZONTAL CROSS SECTION Lj VIEW AT SOLID MULL POST SEE DETAIL A 1 114• z SHEET 10 -\MIN. EMB, •-I z I N INTERIOR 6 3 9 8 47 5 114• MAX, SEE NOTE 4 c7 SHM F HOR12ONTAt 7 VIEW AT DOOR HINGOSIDE JAMB (MASONRY INSTALL) 40 0—', 19 31 30 21 2 SEOT23 3fi SE\ INTERIOR SEE NOTE 2 ! G 1 HORIZONTAL. CROSS SECTION Lj VIEW AT DBL BACK JAMS 40 70 25 22 21 30 31 t9 19 3130 21 22 I SEE NOTE 2 23 36 27 0 INACTIVE INTERIOR ACTIVE ! 'IN-1 H�QkZ9NTAL CROSS SECTION 7 VIEW AT DBLBACKJAMB w n to NMI r::: iuiti0f) No.: G Wood By. Dale Rao i!4' MIN, 1 114' SEE DETAIL A SH(IM� �jj YMIN. EA1B. S31E(20 1- @.\ '3 INTERIOR � 26 47 SEE NOTE 4 ,"D1 HORIZONTAL CROSS SECTION VIEW AT DOOR LATCH/SIDE JAMB (MASONRY INSTALL) H HORIZONTAL CROSS SECTION T VIEW AT SOLID MULL POST NOTES: 1. FOR ANCHOR SPACING, SEE SHEETS 8.9. 10 & 11. 2. SPACING FOR #23 FROM TOP DOWN: W-28 J•-50g -733". 3. ASTRAGAL SCREW PATTERN SPACING FOR #13 FROM TOP DOWN: V2% 2•. 3 V2 , 20", 24 3/4'. 39". 4. 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY OR WOOD, IS MA!NTAINED. 5.OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. 0O J 0= m 0 o cc z O -I m Z W EL 0000 111 Y. = W J ~ W MYd W ob`$ 1n Wow O to VFW U ? U N J �t lu Ooz Ozi Z o0z g M 0 (J 0 _ rcd a E. 3"= V .W WBD ay. S. FREY- ro 0., JW192008 5"T1 P. • 3'TYP. --�{ 9 YP.__4I } -I ` I I1 III 1 III III III 1 11111•T � a - 201" 5 9 - - 30" SEE DETAIL C SEE NOTE 1 TYP. - 314" SHEET 9 � SEE DETAIL D - 49' SHEET9 ^ - 582. - B - A ¢III A - 68" B TT 1771'1 SEE DETAIL A SHT. e SEE DETAIL A -SHT. 9 m 1� W ❑m mi w rn m m n � ",- SEE DETAIL B SEE DETAIL C SHT, 9 SHT. 8 ANCHORING LOCATIONS DOUBLE INSWING UNIT W, 2 SIDELITE (OXXO) 51 TYP. ILA EE SHT. 3' TYP. 8"TYP, 9" TYP I 9 � SHT. 9 �S � m ql% pT: 1- TW 111 5 M w r �o LL/ - 9 A m N N i n m m w SEE DETAIL TYP. i 1 o F u. i DSHEET 9i SEE � CJ NOTE 1 SEE DETAIL p D SHEET 9 D A J C R 8 � w 2 - ❑m _ I"Q C i III III III III I W 6 h SEE DETAIL B SHT. 9 ANCHORING LOCATIONS SINGLE INSWING UNIT W/2 SIDELITE (OOXI 45 v 15 34 0 DETAIL A UPPER SURFACE BOLT STRIKE PLATE AND UPPER ASTRAGAL BOLT STRIKE 46 45 LOWER SURFACE BOLT STRIKE PLATE AND LOWER ASTRAGAL BOLT STRIKE DETAIL 8 HINGE DETAIL 27 27 DETAIL D LATCH 8 DEADBOLT STRIKE PLATES NOTES: 1, CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO MODEL (SEE SHEET 8)+1-1", FOR TOTAL OF NINE FASTENERS PER SIDE. 2. ALL VIEWS FROM INTERIOR 3. CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT NAILS ON SOLID MULL POST CONFIGURATIONS. W Mild ;Wewed E Date Reviews , y ,� ZOQ� CL LL CV WYYm J Q � Min wc9Ya BY: S._FR-EY MNG N0. JW192008 e=T 8 - 12- SEED TAIL A F --,, =� I BHT. 8 91 TYP. S-: 8' TYP. SEE DETAIL A c�0 9 BHT. TYP. ' SEE DETAIL A 5"7YP. -I 3Q m BHT. 9 fi'TYP'TYP. 5"TYP. S 0 T L I °� m 9' TYP. ¢ T F m 1 I - J e1 ❑ W T w m m Z O J M 11 Trw i. `�' Nw i ° mCA I Z LUl1 °o m w 5 Z�❑m mm I w LL y2ao � w 20 "- _ w I- Q �— rn - TYP. 30'- SE 24 I U I W M 1 2 39Z3 - NOTE 1 LL m O g Y D_ m U X ^ a 49'- SEE DETAIL - g S8}•- SHEETS I ImI C BL � C 68'- C B 77 " SEE DETAIL 8 W } TT 1 1 I I I I 1 SKT.9 SEE DETAIL B O 8 z- SEE DETAIL C 4 0 BHT. 9 ANCHORING LOCATIONS ITE (DX R w ` 4 BHT. 8 INSWING UNIT W/ 2 SIDELITE (DXO) z w �w iEg® �o y — SCALE: 1@' =1'-0" �n r ¢ z0m c7W �wp z0 ANCHORING LOCATIONS DOUBLE a 0 Z m o m IN, UNIT W/ 1 SIDELITE (OXX) O S SCALE: 112' =1'-0• 1 p 3 w z g 4 ¢ ir gp o 2 2 3) #8 X 21/2' WOOD SCREWS 2 m I TYP. w 2 1 3 4 i Z O O p��p�� W S2 . SCALE: 3 a a 0 12 ^ d 3 2 p NOTES: _ Z 1. CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIOR DATE 04.66.09 AND EXTERIOR SURFACES AT SPACING SHOWN ON TEN .. � MODEL (SEE SHEET B) +/-1', FOR TOTAL OF NINE FASTENERS Ste• AS NOTED _ PER SIDE. SCALE. WBD 2. ALL VIEWS FROM INTERIOR cm ay. S. FREY ; DETAIL C -MULL PO%T QETAIL D -DOUBLE JAMB 3. CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS -• ONLY. OMIT NAILS ON SOLID MULL POST CONFIGURATIONS, ( Daawi W`19 SCALE:3"=V-0" SCALE:3"=1'-0" tII''1I111I q-�J -M JW192008 nuut(15wi aNEEf9 O% 12 f 1 III � 1 II ' S 9 TYP. SEE 24 NOT SEE DETAIL EE DETAIL D SHEETS SHEETS Qq; B 0 •-•:d�,,uilUtliliQ.: Ioo9 .'.1 Cl _2 vEewed By: Dale R SEE DETAIL A SHT. 8 0 9' TYP. 5" 6' TYP. 3"h'P. t- I 5' TYP. SEE DETAIL A TYP. I I j{ 3 TYP. �SSEE HT.DE7AIL A I� rr m I I I I !� J I/ SHT.9 m { T 4 1 W r i o r aw = D 5 `v wI- W i c ti n B m N I U LRaQ TYP. —30^ c' } � Lw DETAIL D '39T — ) p g SEE O SHEET 9 --49• ®- ¢ w Ll• I I I +-Fnz^ I_ w N .f�. y\\-SEE DETAIL B SHT. 9 SEE DETAIL B SHT. 9 SEE DETAIL C SHE 9 ANCHOIRNG LOCATIONS ANCHORING LOCATIONS DOUBLE NSWING UNIT (XX) SINGLE INSWING UNIT W/ 1 SIDELITE fOX1 SCALE: 3/8' =1'-0° SCALE: SEE DETAILA SHT. 9 5' TYP. � f- FT S a � T P1 r 9 _ w= • u, v°'i !b - TYP. j m ca A M w n `v E n � ❑ m i _J Lu aw w 2 - - IL ❑m I I w w SE£ DETAIL B SHT.9 ANCHORING LOCATIONS SINGLE INSWING UNIT (X) SCALE: 3116" C-SINK. NOTE 1 - USE #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE. \ 2-US E #8 x 2 112" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. ` 3 - USE 3116'ELCO TAPCON ANCHOR W/ 1 114" MIN. EMBED. WHEN INSTALLING INTO CONCRETEIMASONRY SUBSTRATE. 4 - SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4" OR 314' THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. DETAIL -A SCALE: 1/4" =1'-0" NOTES: 1. CORRUGATED STAPLES TO BE APPUED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXB MODEL (SEE SHEET 8) +1-1". FOR TOTAL OF NINE FASTENERS PER SIDE. 2. ALL VIEWS FROM INTERIOR 3. CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT NAILS ON SOLID MULL POST CONFIGURATIONS. aon No.: o 5 G i— 2 Iewed sy: mate Reviewed" 0 J � m0 ~ J z0QC? D- LL CV 00 LU Y = 00 3g<� W t\ a 2 C0 N[ 0_ S L9�6 Z O_ WNO = w W 0 J z_oN OW OZ 2. 001 M. s10 03z y z a 4 IO onit 04.06.09 !r AS NOTED owo.0.: WBD cHn. rr S. FREY JWl nruw JW1920p8 3"TYP m (n N N ' n a 0 ^ Lu I 6" TYP. 3" TYP. 9" TYP. W TYP. 3" TYP. SHEET 8 I I II I I II I I I I /I I I_ —202" 9 _ - TYP. —30" —49' T SEE DETAIL C SHT. 8 ANCHORING LOCATIONS DOUBLE INSWING UNIT W/2 SIDELITE (OXXO) Pmm � _SEE DETAIL A 37YP.(--1 f- SHT.9 m 1 i m r w U 0 T y 4 N m B •a m wm m w = 0 NW m n i \ `--SEE DETAIL B SHT. 9 ANCHORING LOCATIONS SINGLE INSWING UNIT WI 2 SIDELITE (OX01 I I T P 1 I 7 _ —202. —30' - —39?° o- -49" - B Fl::�. 6"TYP. 9"TYP. - SEE DETAIL A 3' TYP - SEE DETAIL A SHT. 9 SEE DETAIL A NP• SHEET 8 3'TYP. - j- 3" TYP. 'SHT.9 L 1 I m `00 I I II III Ili I -I � � 6 11' O w w� ., 3 _ 20 _ n . wx mm ti 5 m r I U)M d m —30' y ~ - 391 TYP. ti ° — Cr m - 68" SEE DETAIL B SHT.9 h- 3'TYP. j C -II IF-- --11 3"TYP. 6'TYP. SEE DETAIL B SEE DETAIL C SHT. 9 SHT. B ANCHORING LOCATIONS DOUBLE INSWING UNIT W/1 SIDELITE (OXXI -11—TTYP. /— SEE DETAIL A 3"TYP. - L I to d n rIrn 0.r! t r �U o r N C ANCHORING LOCATIONS DOUBLE INSWING UNIT W, 2 SIDELITE (OXXOL SHT. 9 J a w O w m i rn NW NOTES: 1. CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO MODEL (SEE SHEET 8) +1.1'. FOR TOTAL OF NINE FASTENERS PER SIDE. 2. ALL VIEWS FROM INTERIOR 3. CORRUGATED NAILS ARE UTILIZED ON DOUBLE BACK JAMBS \ ONLY. OMIT NAILS ON SOLID MULL POST CONFIGURATIONS. `SEE DETAIL B SHT. 9 V:ewed By Reviee O m J a m O co Z O J m a. J Z Cj W LL co W Y = °� �-"'lQ-t In W o'>Yd 0 w a' m C9m° O ,u U A !Ww 01 213Em C7 JE zo a:LLI oz 00S9 =m OJZ N U c a. a 04.06.09 WED `.C�✓ Y�/�1 cNH. er S. FREY v( .� l pF-GNO.: JW192DOB .,rtET 11 0 12 T N Loo 0 #Am M55 LOXSEAL9650 WOOD JAMB FINGERJOINTED PINE 1 SCALE:6" =l'•O" ��..— 1/8" (Min) 11 ENDURA INSWING THRESHOLD COMPRESSION 2 SCALE: 6' =1'-0' 10 WEATHERSTRIP 3 O BUTT HINGE 4002 GA. SCALE: 6" =1'-0" SCALE: 6' =1'-0" T Y O 5/6 i' pn SECTION: A SECTION: 8-0 15 ATA STRIKE & DEADBOLT SCALE: 6' =1'-O" .1 1 3/4 )- I I t 3/4„ --7 i-1"--� T —� !--- 1 314'DOOR 21 ODL LIP-LITE FRAME_ OOM 32 SCALEB6' -1 SWEEP 33 CORNER PADS O SCALE: 6' =1'-0' SCALE: 6"=1'+6" �T 3125" 1-0' .._ ASTRAGAL BOLT SCALE: 3' =T-0" _ 3 MATERIAL: COLD ROLLED STEEL, ZINC & YELLOW CHROMATE I— 2" --i L n 0 SURFACE BOLT STRIKE PLATE SCALE: 6'=l'-0" la. ---{ LATCH STILE (LVL) TOP RAIL (LVL) 16 18 HINGE STILE ILVL1 19 SCALE:6"=l'-0' 35 LVL MULL POST SCALE: 6' =V-0" 8" 314" -{ 314"� f— 1 318" 2" 1 vz" va_-I 42 SURFACE BOLT 318 SCALE: 3' =l'-0" --I 1 318" 1 1" m N 518' ASTRAGAL (GLOBAL) 13 6063-T6 ALUMINUM SCALE: 6 =V-0' r 1 11/16" 1 ki - 1/8' 17 BOTTOM RAIL SCALE: 6" =T-0" 20 LOCK BLOCK SCALE: 6" =V-0' 4 5/6' i Lf�Kk--n 40 DOUBLE BACK JAMB I LVL CONST, SCALE: 6' =V-0" O ci � J Cc m O C5 Cc Q D- LL N WYzo J Q �} p h �'n Wj MYd j❑ a'60 r Oo0❑ w. W O ul za Of~/1 a❑Z OD§w1Z ¢ Z N ALE. AS NOTED vu or: WBD M.ev. S. FREY U'N:NG NG. J W 192008 m:bar 12 a� 12 :wed J)f MIAMIDAt BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE -(NOA) JM Metals 1505 Cox Road Cocoa, FL. 32926 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mian►i-E�ade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: JM " 5V" Crimp Architectural Metal Roof System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-0606.03 l Expiration Date: 06/08/12 w ' Approval Date: 06/08/07 Page 1 of 7 e � ROOFING SYSTEM APPROVAL: Category: Roofing Sub -Category: Metal. Panels (Non -Structural) Material: Steel Deck Type: Wood Maximum Design Pressure-114.25 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions 5V Steel Roofing I = varies Panel w = 26" h = /z" Min. Thickness 0.019" Test Product Specifications Description TAS 110 Metal Roof panel coated with Fluropon®. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Product Product Dimensions Description Manufacturer Fasteners #9-15 HH Corrosion resistant, sharp point hex- generic (Panel) head screws with I/z" EPDM Bonded Steel sealing washer. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Valspar Lab Test Certification ASTM B-117 Corporation ASTM G-23 PRI Asphalt JMM-001-01-01 TAS 100 05/10/01 Technologies, Inc. Underwriters OINK5594 TAS 125 01/15/01 Laboratories, Inc. Hurricane Test 0223-0517-06 TAS 125 6/7/06 Laboratory, LLC NOA No.: 07-0606.03 0 Expiration Date: 06/08/12 Approval Date: 06/08/07 4 Page 2 of 7 APPROVED SYSTEMS: SYSTEM: 5V Steel Roofing Panel Deck Type: Wood, Non -insulated Deck Description: New Construction or Re -roof 19/32" or greater plywood or wood plank. Slope Range: 2":12" or greater Maximum Uplift Pressure: See Panel Fastening Options Below Deck Attachment: In accordance with applicable building code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 1962" thick (Minimum 1%2") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 1/a" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Vallevs: Valley construction shall be in, compliance with Roofing Application Standard RAS 133 and with JM Metals 5V Steel Roofing Panel' current published installation instructions. Fire Barrier Board: Any approved Fire Barrier with a current NOA, or for class A or B fire rating, install minimum 1/a" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/8" water resistant type X gypsum sheathing with treated core and facer, or minimum one layer of Elk Versashield (with current NOA). NOA No.: 07-0606.03 0 Expiration Date: 06/08/12 Approval Date: 06/08/07 Page 3 of 7 Metal Panels and Accessories: Install the "5V Steel Roofing Panel" and accessories in compliance with JM Metals' current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. 5V Roofing Panels shall be fastened with a minimum of #9-15 HH corrosion resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate through the sheathing a minimum of116". Fasteners shall be place in accordance with fastener detail herein as follows: Fasteners shall be installed at a maximum of 12" o.c. at side laps perpendicular to roof slope and at a maximum of 12" o.c. in the center of the panel at the field perpendicular to roof slope. Field conditions: Fastener shall be placed at high points of panel ribs. See Detail B. Maximum Design Pressure:-85psf. (See General Limitation #1) Perimeter and Corner Condition: Fastener shall he placed at low points of panel ribs. See Detail C. Maximum Design Pressure:-114.25psf. (See General Limitation #1) NOA No.: 07-0606.03 ON Expiration Date: 06/08/12 Approval Date: 06/08/07 Page 4 of 7 SYSTEM LIMITATIONS: The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). 3. All panels shall be permanently labeled with the manufacturer's name or logo, and the following statement: "Miami -Dade County Product Control Approved. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Miami -Dade County Roofing Application Protocol RAS 133. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. PROFILE DRAWINGS DETAIL, A 24" Coverage J.M. METALS `'5V" CRIMP ROOF PANEL NOA No.: 07-0606.03 Expiration Date: 06/08/12 Approval Date: 06/08/07 Page 5 of 7 Ovei DETAIL B (FIELD CONDITION) Minimum #9-15 Hex Head vvrnaP NOA No.: 07-0606.03 Expiration Date: 06/08/12 Approval Date: 06/08/07 Page 6 of 7 DETAIL C (PERIMETER AND CORNER CONDITION) Minimum #9-15 Hex Head 'Fastener w/EPDM Washer 6"Minimum penetration through the deck Overlap 12" 12" \ /� Overlap END OF THIS ACCEPTANCE W CFP1, NOA No.: 07-0606.03 Expiration Date: 06/08/12 Approval Date: 06/08/07 Page 7 of 7 OFFICE USE ONLY: DATE FILED: T' (O ' D PERMIT # (0-1 REVISION FEE: RECEIPT # l09^ ST. LUCIE COUNTY ,x PUBLIC WORKS DEPARTMENT* CODE COMPLIANCE DIVISION' " 2300 VIRGINIA AVENUE FORT PIERCE, FL'34982-5652 (772) 462-1553 z APPLICATION FOR BUILDING PERMIT R -If PROJECT INFORMATION! 1. LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT. REVISIONS: 3. CONTRACTOR INFORMATION: / I ST. of FL REG./CERT. # C G C - \ ` 3 `J ST. LUCIE CTY. CERT. #. BUSINESS NAME: C. - QUALIFIERS NAME: ��•� �- `� e'er ADDRESS: u CITY; c STATE: ZIP- PHONE (DAYTIME): l2- �3 `\\`l� 'FAX: 4.. OWNER/BUILDER INFORMATION: NAME:��— ADDRE g- � • "� � CITY: STATE: ZIP: ��i �' PHONE/CELL: FAX: 5. ARCHITECT/ENGINEER INFORMATION:' NAME: ADDRESS: l� l`� \-- `-�� CITY: S\-Q41,,c` S�l\`lam FAX: ZIP PHONE (DAYTIME): ,_l T SECTION 553.800)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DCA INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS (DCA) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. qKMM/PLUMBING COWWWNS: GIN Nis: AMMON WEAL SURDING IDOPART.: ALL ON -SITE ELECTRICAL AND PLUMBING CONNBCTtONS/INSTALLATION SHALL BE 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE THE POLLCWING ITEMS HAVE NOT BEEN COMPLETED 157 HE T MANUFACTURER HAVE NOT COMPLETED BY A CERTIFIED ELECTRICAL OR PLUMBING CONTRACTOR RESPECTIVELY FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS IDBPRI. BEEN INSPECTED, AND ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA AND ARE SUBJECT INSPECTION AND/OR APPROVALBjY(1 THE LOCAL AUTHORITY. 2. IT IS THE RESPONSIBILITY OP THE CERTIFIED CONTRACTOR TO ENSURE STRICT DEPARTMENT OF COMMUNITY AFFAIRS INSIGNIA ILABELI, THIS LIST DOES NOT COMPLIANCE ALL APPLICABLE CODES ANDULE JACOBS12 HOME SPECIFICATIONS, NECESSARILY LIMIT THE ITEMS, WORK, ANTE MATERIAL THAT MAY BE RECT jjT[[O WE�RF�A�.R�/AAA® ®�/A@,�/�A■®�V® RE OBTAIN ALL REQUIRED PERMITS. &SCHEDULE &INSURE THAT ANY INSPECTIONS FOR A COMPLETE INSTALLATION. ALL 5ITE INSTALLED ITEMS ARE SUBJECT I ,/ REQUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY TO APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. ALL CODE AND ALL REVIEW, APPROVAL, INSPECTION, RE -INSPECTION PEES AND/OR OTHER COSTS COMPLIANCE FOR THOSE SITE INSTALLED ITEMS SHALL BE DETERMINED AT IN ACCORDANCE WITH THE RFLORIDADEPARTMENT EQUIREMENTS OF THE FLORIOF SHALL BE BORNE SOLELY AND EXCLUBIVEL7 BY THE CERTIFIED CONTRACTOR. ANY THE LOCAL LEVEL AND ARE THE EXCLUSIVE RESPONSIBILITY OP THE LICENSED/ COMMUNITY AFFAIRS THESE A A DO NOT CONTAIN PPROVED PL NS C N N �-EN A FAILURE TO CONFORM TO CODES & JAL089 SPECS NA EFFECT THE WARRANTY, Y NTT. CERTIFIED CONTRACTOR INSTALLING T E STR OT JACOBSEN HOMES H STRUCTURE AND N R 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL BE GRADED SO AS 3. THE FLORIDA CERTIFIED CONTRACTOR IS RESPONSIBLE & SOLELY ACCOUNTABLE FOR SETUP/INSTALLATION INFORMATION [S INCLUDED WITHIN THIS APPROVED PACKAGE. TO GRAIN SURFACE WATER 0 O ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND WALLS IBY OTHERSL ALL ORA66, VEGETATION, ORGANIC NATTER UNSTABLE SOIL COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL SUBS. Q��il�}�t�(y r�t�.: SUCH AS ALL MUCK AND/OR OTHER LIKE SOILS OTHER DELETERIOUS MATERIALS I I, I1, 4. OCCUPANT LOAD . ON PERSON FOR A P OF FLOOR AREA. P E E N R EACH 200 SQUARE FEET F R E. SITE SAA7�/KFI� ) fA�•E S ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETC_ SHALL BE REMOVED FROM THE B. NO PORTION OF THE MANUFACTURED BUILDING SHALL BE INSTALLED BELOW THE AREA OP THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING. BASE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OF RESISTING ALL THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE INCH LOADS INDUCED WITHOUT TRANSFERRING ANY INDUCED LOAD THROUGH THE SUILDMG. 1. ALL SITE GRADING/PILL AND LOT PREP. (INCLUDING ORAINAGE). �_ FOR EVERY TEN FEET OP SOIL AREA. WATER PIRA ' ROT ACCUMULATE BELOW ANY B. THIS BUILD[ G 19 NOT DE51G O INTENDED TO INSTALLED (LOCATED) 1 H N N NED NORDE(L C I N 2 T O 4 AND HE COMPLETE FOUNDATION, T[E-DOWN, N ANCHORING 5Y6TEM5. PORTION OF THE STRUCTURE ALL SITE WORK IS BY OTHER NOT JACOBSEN HOMBS. G -HIGH VELOCITY HURRICANE ZONES- - DAO D B O 0 COUNTIES. H E AN R WAR G NT 3 REQUIRED TERMITE TREATMENT AND R VAPOR BARRIER BELOW STRUCTURE. 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS SHALL BE VENTILATED BY SIN IT IS THE RESPONSIBILITYO CONTRACTOR 0 VERIFY P THE ONTRACT R T E 1F7 THAT EACH S STAIRS, 4. RAMPS.AND GENERAL ACCESS (INCLUDING ALL ACCE981DIUTY REORAENT9L APPROVED MECHANICAL MEANS AND/OR BY OPENINGS THE FOUNDATION WALLS. BUILDING IS INSTALLED IN THE REGION FOR WHICH IT HAS BEEN DESIGNED 5. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEMISI. OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE AND CONSTRUCTED. JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL 6. ANY PORTABLE PIED EXTINGUISHERISI AND/OR FIRE 5UPPRESSION SYSTEMIS) REGO. COVERED W/ CORROSION RESISTANT WIRE MESH THE LEAST DIMENSION SHALL NOT AGENCY ALONG WITHTHE ARCHITECT AND/OR ENGINEER OF THE BUILDING 7. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERSI TO THE BUILDING. EXCEED T 4- IN ANY DIMENSION. COMBINED OPENINGS IN THE FOUNDATION WALLS / PLANS SHALL NOT B E H ELO LIABLE IF A BUILDING [6 INSTALLED INTO A B. ALL ELECTRICAL CROSSOVER LOCATIONS (MULTI-B CT[ON STRUCTURES. ( e I SHALL HAVE A NET PRee AREA OF NOT Le55 THAN 1 90. FT. FOR EACH 150 90. REGION FOR WHICH 1T HAS O B 0 G D T CONTRACTOR NOT EVEN E9I NE HE C NTRAC WHO S. STRUCTURAL & AESTHETIC INTERCONNECTIONS BETWEEN MOGUL 6/SECTIONS. e EET OF CRAWL SPACE AREA BENEATH BUILDING. CRAWL SPACE ACCESS PER ( 1 INSTALLED THE BUILDING, e A A SO A I T 9 N HSMALL BEAR LE L[ B L1 Y/RE PONSIBLIT7. 10. EXTERIOR a]O1N0 AND/OR ROOFING AT MODULE MATING LINES OR OTHER AREAS. �(�P (8 THE FBC/PRC. MIN. 6 MIL POLY VAPOR BARRIER IS REQ'D BELOW THE BUILDING. 7. THESE DRAWINGS, PLANS, DETAILS, AND SPECIFICATIONS MAY NOT NECESSARILY 11. EXTERIOR WALL FINISH (ENDWALLS) AND SOFFIT MATERIALS IENDWALL AREASI. ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED. DESCRIBE EVERY POSSIBLE PIECE D B O S DP WORK TO E PERFORMED. IF ITEM ARE 12. WINDOW GUARDS, WINDOW PROTECTION, STORM SHUTTERS ION -SITE, By OTHERS(. 3. THE FINISHED GROUND LEVEL OF AN UNDER-PLOOR SPACE SUCH AS A CRAWL SPACE NOT SHOWN BUT ARE REQ'D FOR THE COMPLETION OF THE ANY ITEM INCLUDED O W. BOTTOM OF FLOOR INSULATION/BOTTOM BOARD MATERIAL IWILL Be NOTED ON PLAN L SHALL NOT BE LOCATED BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE 19 1N THESE DOCUMENTS, THEY SHALL BE CONSIDERED TO Be INCLUDED AS PART 14. CROSSOVER DUCT AND CONNECTIONS INVADE ANT EVIDENCE THAT THE GROUND -WATER TABLE RISE5 TO WITHIN 6 INCHES OF THE OF THESE CONSTRUCTION DOCUMENTS. 15. AIR CONDITIONING AND HEATING SYSTEM IREPER TO FLORIDA ENERGT CALCULATIONS GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETER, OR THAT THE SURFACE WATER S. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPECSI FOR MINIMUM CPPICIENCY REQUIREMENTS]. INSTALLED ON -SITE, BY OTHERS. DOES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL 16. HVAG DISCONNECT, WIRING, DRBAKERS, SERVICE RECEPTACLE, ETC.-. UNDER -FLOOR SPACE SHALL, AT A MINIMUM, BE AS HIGH AS THE OUTSIDE FINISHED NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. 17. ROOP COVERING AT HINGE AREAS, DRY -IN, AND COMPLETION IRIDGe/OORMERG, ETC-(. GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM 15 PROVIDED. OVERLAPPING DETAILS I -OR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. 18. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. 4. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE, EACH END OF EACH SHEARWALL TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM FIREPLACE CHIMNEY FRAMING. SEGMENT & COLUMN LOCATIONS, SHALL BE SUPPORTED & ADEQUATELY CONNECTED TO 9. FASTENERS INAILS, SCREWS, LAGS, BTC.L PLATES AND/OR STRAPS USED, THAT COME 1N 20. REDD GRAB BARS AND ANY REQ'D WATER FOUNTAINS/WATER COOLERS. FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE. CONTACT WITH ACO TREATED LUMBER SHALL Be STAINLESS STBEL [GRADE 304 OR 3161 21. REG'D EMERGENCY & EXIT LIGHTING AND ANY RUaD AUTOMATIC LIGHTING CONTROLS. INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNING LOADS OR HOT -DIPPED GALVANIZED (PER ASTM AS63, At23, ATS31 WITH A GOD OR A G1SS THESE ITEMS MAY BE INSTALLED AT THE FACTORY (PRODUCTION FACILITY) AT THB DISCRETION & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. COATING. THERE MAY BE OTHER "PROPRIETARY COATINGS" THAT MAY ALSO OF THE PLANT MANAGEMENT (IF POSSIBLE DUE TO DESIGN FEATURESL WHEN ITEMS ARE 5. THE DESIGN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO BE ACCEPTABLE FOR USE IIE. Z-MAX COATINGS PROM 'SIMPSON STRONG -TIE-, ETC_(. INSTALLED AND INSPECTED AT THE FACTORY, LOCAL APPROVAL IS NOT REQUIRED. BE PROVIDED BY THE POUNOAnON SYSTEM ALONG THE PrRlMeTER OF EACH FLOOR. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, �j/j( D��(/� x1�Ai' R�, G: cAtM®N: A MINIMUM 11/21 BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATIGN SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS BEARING. INSTALLING A MODULAR STRUCTURE/BUILDING CAN Be EXTREMELY DANGEROUS. ONLY MODULAR BUILDlNG5/STRUC7URE5 CAN WEIGH SEVERAL TONS. IT 15 eXTRCUeLT IMPORTANT 6. THE ENTIRE BUILDING/STRUCTURE SHALL PIT TIGHTLY TO THE SUPPORTING FOUNDATION QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. THAT ALL PERSONNEL, ON THE JOB 5ITE, BE QUALIFIED AND PROPERLY/ADEQUATELY TRAINED. SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL Be INSTALLED TO ENSURE IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. A FLORIDA CERTIFIED CONTRACTOR 19 REQUIRED TO Be RESPONSIBLE FOR ALL SAFETY A TIGHT PIT AND PROPER BEARING. ALL WOOD SHIMS SHALL BE FREE OF KNOTS, IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY Be MANDATED BY OSHA CHECKS, SPLITS, BREAKS, AND/OR OTHER IMPeNFE0nON6. ALL WOOD SHIMS SHALL IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE BE OF TREATED LUMBER OR OTHER APPROVED MATERIAL(SI. IF YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL Be COMPACTED TO A MINIMUM G8X DENSITY -PER ASTM 0-1067. ROOTERS 12" BELOW VIRGIN SOIL AND BELOW PROST-L1NE. 6. THE MINIWM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES 15051NN & IN ALL CARES THE FOOTINGS SHALL EXTEND BELOW THE FROST -LINE. e. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR REQUIREMENTS (INCLUDING STATE AND/OR LOCAL(. Tomm moAFVAItom 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR BIDING & GRADE FOR TERMITE INSPECTION 14 INCHES MINIMUM FOR GARAGE OR PATIO SLABS(. 2. UNLESS OTHERWISE NOTED, 18 INCHES MINIMUM SHALL BE PROVIDED BELOW THE BUILDING OR STRUCTURAL PRAMING (CRAWL SPACE AREAL TO THE SOIL. 3. A 110'I12 INCHE61 MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN THE STRUCTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS, ALL SPRAY HEADS, ANY OVERFLOW DRAINS, & WATER HEATER T&P DRAIN (ON -SITE). 4. TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/STRUCTURE IINCLUOINO PORCHES AND OTHER LIKE McASI, AS WELL AS, ALL EXTERIOR AREAS THAT ARE LOCATED WITHIN A MINIMUM OF T-W 112 INCHC91 PROM ANWALL EXTERIOR WW.L9 OF THE FOUNDATION 878TEM AND/OR ANY PORTION OF THE BUILDING/STRUCTURE OR A9 ALLOWED BY THE POC/PRE. REAT S. TREATED SOIL BELOW THE STRUCTURE SMALL BE COVERED WITH A MIN. 6 MIL POLY VAPOR BARRIER TREATMENT SHALL Be DONE AFTER ALL EXCAVATION, BACK MLM06 & COMPACTION. ANY SOIL THAT 19 DISTURBED AFTER THE TREATMENT IS INSTALLED SHALL BE RETREATED. ' 6. NO WOOD, VEGETATION, DEAD ROOTS, CMOBOARD, PAPER, TRASH, ORGANIC MATERIALS, NOR AN CELLULOSE CONTAINING MATERIAL SHALL BE BURIED WITHIN FIFTEEN FEET OF ANY BU7LOING/STRUCTURE NOR THE POSITION OF ANY BUILDIN6/STRULTURE THAT MAY Be BUILT OR INSTALLED. REPER TO NOTES 1, 2 & 3 - SITE PREPIFOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG THE FOUNDATION SYSTBM. WHEN P.T. JOISTS ARE USED LEDGER 16 NOT REQ'D. *R Gr1l AMNG PROTWnON: WIND-BORNE DEBRIS PROTECTION IS NOS INSTALLED N9A SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REO'D W/ IMPACT RESISTANT WINDOWS SMm STATE OF c FLORIDA y. � emlDna 2007 FRC ENy 2007 FRC • aural a0•L 3,201p "..� a 2008 NEC _ U `: IRII&HOR 2007 FRC 2w a .Ural _ 1 Er k•: FLA. RES. p 71119 STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY jQ( HURRICANE ZONES IHVHZI. R.E., DADS COUNTY OR BROWARD COUNTY]. Z THIS BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON -SITE, FOR COMPLIANCE WITH CH 633 FIRE SAFETY CODE. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT IHUDI. K ISMIS & US"NG ,AGNNyCY "PROVAL THIS DRMM14G PACKAGE COMIU S VJM THE FLORIDA MANLIPACLVRED BUILDING AQ OF 1979 AND AMM 71O 7m FOLLOIMING ORIIFRIA: CQMPLIS W/ 2007 RORDA FEES. CODE, INCLUDING ALL 2009 A GLUM SUPPL OONSMUC710N TYPE V-B OCCUPANLY R-3 TCMAL NUMBER ' OF S70RLE5: 1 VAND VELOQFY FETE RALNG OF EMEUOR WALLS ALLOWASIX FLOOR LOAD AILOWANE ROOF WOAD SELSNEC LOAD 140 MPH 3 SEC. GUSTS 0 40 PSF 19.7 PSF 0 JACOBSEN M14NUFACRIpE! HOMES WGH VELD= NO HURRICME ZONE FLAN NO.: MPT-68-MOD-466 7HFSE PLANS COMPLY 1RRH1 RULE 913T2 FOR PRODUCT APPROVAL OR WITH SUM OF FLORIDA SFAMM 553,8E RALSED SEAL. (OIL ELECIRONKMYS A11M SEI OF BUILDING PU" ARE ON ME IN 71fE 7FERD PARTY L.LS7NG AGENCY'S OFFICE AS DIRECTED BY FLORA W.A. 1FR M ANUFAC711RER'S WJASHM AND 71E SMU (DCA( LP29GNM SHALL W PERAWNENLLY MOUNIM M OR ABOUF THE ELECTRICAL PANE. (ODYM. �"1 INC. 3C13 NORTH OAXLANDAVE NAPPANFE, N 4&W4M90 (574)773.7973 �' Tqr-- `I Ir� T�z DESVRI17� A ON COVER SHEET & NOTES FLOOR PLAN LAYOUT ELECTRICAL CALC'S & NOTES ELECTRICAL LAYOUT EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS DETAILS & NOTES PLUMBING S N L TYPICAL CROSS-SECTION HVAC SYSTEM LAYOUT SHEARWALL & MISC. DETAILS SHEARWALL CALCULATIONS EXTERIOR GLAZING PROTECTION EC N PAGE(S) 1 � 2 3 • * , 4 5 i� 6 7 8 ,p 1 9 �I 10 11 12 1. JACOBSEN CERTIFICATION LETTER - DCA 2. RAISED SEAL LETTER - DCA 3. FLORIDA PRODUCT APPROVAL 4. FLORIDA ENERGY CALC'S 5. NA SPECIFICATIONS OONTAINE -LIANCEWITH THE CODES DATE 12/11/09 CERT. NO SW-47 PLAANNUMBER MFT-68-MOD-46� BY WILLIAiN I r (S SECTION 89B901Ed% FEE, SPECIFICALLY eXEMPTS STATE APPROVED NAMUPACTURED IMODULAR7 BULLOIIGS BEARING WE OOA INSIGNIA, FROM MIRTHER RAN -BIN BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY We FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS WCA7 ATTESTS THAT THE PLAMS HAVB BEEN REVIEWED AND THE NIWINO HAS BEEN INSPECTED BT A STATE APPIIDVED THIRD PARR AGENCY AND FOUND _'LAMY WITH THE "_Q BUILDING TADS. ,� 'INCLYDING.ALL SDGB & OLITM NPP1....'- - BUILDINGIS;NOT A HUD BUILDING.. RUCNRE-HAS BEEN DE9GlEDFOIL HIELaON OR - ,� ^I CNON ASIIE BUILT FFRIMAI"kTTNT FOI1N17IA710N AND �i I� 63802 � <a SD a• E ao 5 1 N AL G 1 2i9i2009 Ell O ••l t << m§ zP OI- uMnROAD 0a A: mu 1� amR �A 3NED TO.EE-MLOVED ONCESO ERE®ORNSTALIFD�: CYOUNG Y AOIaMTF,SQUARE FOOTA6E'OE BUILDING2 Ib14.665Q.F[. LIVING ARFA N.T./N.T. - . .I s� y DATE 11/13/2008 77 S AND DETAILS ARE -CONFIDENTIAL AND PROPRIETARY MATERIALS:' THE CONTENTS OF THIS s 3/16°110• kCKAGE.. CONTAIN. CONFIDENTIAL. AND/OR -PRIVILEGED, INFORMATION 4NY'UNAUTHORf24D1 G, DISCLOSURE; OR DISTRIBUTION OF THIS PACKAGE OR ANY OF THE -CONTENTS CONTAINL•D4. STRICTLY PROHIBITED BY JACOBSEN HOMES AND MAY"BE:UNLAWFUL" THESE MATERIALB�, 1- .D.TO THE RECIPIENT FORSSPECIF[C PURPOSES ONLY AND SHALL NOT BE:COPIED OR OTHER yy�RR�t EDUCED'AND/OR DISTRIBUTED. TO OTHERS FOR ANY PURPOSE'. WLTHOUT-EXPRESS WRiiT,EN.��. �,..iOF 1�,, f0N,FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREfN1' f A CCLUSIVE .PROBERTYs OF" JACOBSEN HOMES. ALL RIGHTS RESERVED (Cj COPYRIGHT 2005 §gWiO. EXp Bura'C�'' F $Di115.. 140 MCP $$ ., - n.�^ / �'� •:�C=DEL:. MOD•465� WHEN POUNOATION SYSTEMS ARE DESIGNED OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY191 ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL COPYRIGHT ICJ' 2008, JACOBSEN MORASS, HAPeTT HARBOR, FLORIDA, ALL RIGHTS RESERVED NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN OR CONSTRUCTION AND/OR CONSEQUENTIAL PERFORMANCE OP THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. A 57/6' 1g-Y 41/4' 7-� 41/i G-21/2' 41/4• 101/4• 41/4' tg-51/T 9$ 0 3/4'- 4-8' 10-7 7/8• 17 6' 2i-0 5/6• Mai FM EXT. UQtf PFUS 19 "4-4 3/4 'B PAIm BREAK sr 9'-31/4' -{ 1g-31/6' I 24-9 7/rY I 34-0 3/5' 38-51/6' 45-0 5/8• Sg-B T 55 61/V �, EXE. usllT I °m Y //_\�qp Lm 38' x of NSO r----------•1 II 11 $D:➢1 j - I IS 3/4'A 0 O --- �I I On IXL DOR Ny PREP. O I 1 60 1 34' IN EnI 1 RAILM 1,, \ I I 2P x 66' D �o/ �r / I I II 3° wa sY j 7� M' nYi caa's �� i0 P 42* EUGH /�i g E3 67 I IC IO J OXMS / \ liil O `I IE� , *31 ` xANn aP ; � �1 1 � 7e PB1M 2 Par DR4ar � aH 1 1 - mmu'r i „ �-� _ PI6r. olur rrnve DINING D INI N G DYER MM 74x38TDPn (91P 19iIW l / PMiRY304 J I 611/2x63361/%824 T ON / R=114urn s am im min O l Q / ��1_}\/NS 00 0PNQNPaRERP��O2 R o3 -_ 0 �100R b ••R� / < i # i Lmm ReOR RECEPT WIN DRA31 (FAfE-0P) 4 / c /.. / P� vt H Ems, x 14pE Ply / n S3 n � 6r Ha\ I \ COMBINED / 60'IBN �a 4ASaF4 / J FAN rB' IV. S /yi F� I I E IV. PT4P. eP FAA PRTT. / ti � I � I - T.V. PREP. 441 Y 133' T.V. Flu. -7 a T.V. PPTP. I I8 I -TV . PREP. FAN FW. 1 O IrHm J Smmm u I Sntmw LIVING ROOM / BEDROOM d#1 BEDROOM d#2 / S24 i � 3/4'0539E1xMB-OIE. / �\ 281 sp Ff. tee 9a FL I 2 ns®1 aIr IN13.7 Oc WL i MAIL O Ix% 9) 2d0 MDR MIS BELOV •� / / T.V. PREP. 1 / 9 „ / -1 J 72' x S8' ddr7- DDOR IS DIS &0 - EXF I%:If (IN -Sr E. I I IPEIEp. 'D1 5 15-0 7/e• j - y. -Z"T �1�-7 `\ A Y-7 ; c.aa 141 K w 1fN �9'-01%d 33'-03/8' \\`/� \`� / / 45'-23/4• � 55-61/8' HITCH 3/8' \ 5-31/4 - i / A Is-r \ r-� \� \ s FOR b IT �� 1r-71/4• 41 s 2Y-11/6• 5 7/6' 41%4' 4 51r/ - METAL ROOF IS TO BE INSTALLED ON -SITE, BY OTHERS. PRODUCT APPROVAL INFORMATION AND WIND CRITERIA SHALL BE PROVIDED BY THE INSTALLER (NOT BY JACOBSEN HOMES). .:. LIGHT AND VENT CALCULATIONS t• Ae i DM ROOM.. -- LIGHT' REDS LIGHT'" VENT s REOD GN ' Y 3 -; PJtDV'D •�:'�.��AkIGx .! ISO;"PT.1 SQ FT.) ISO. SO...PT.i FT S0. PTF. BEDROOM Np11s rtVvm 263 21.04 44.5 110.52 22.34 PASS BEDROOM 42 IBe 14.6 24.4 1.4 12.28 PASS . LEGPJI�O 0 8 PL OR PLAN TM[fOLB i OR :ti U f1 OR 14 RETURN AIR CROP ITYP.1 1© 12° DUCT RISER LOCATION ITTP.1 II I AIR HANDLER LOCATION ITYP.) SHEARWALL Qi SHEARWALL DESIGNATOR )SEE TABLE) �1 COLUMN LOCATION IEEE TABLE) ® 11 716° RIDGE BEAM © 1N' RIDGE BEAM 5 x' ® 15 7/8' RIDGE BEAM / JAC01 HOMES MCP-1999-466* (D 11-13-09 iaurwnueans M 6 EP. 14MPH 3 D8t8 ,4 AY1MUu DP9IRN E e RBOP-LOAD .] PBP y -Q '5t' RDOi<y°tICiOHT. A•�RM. t FeET �:.� URB CATPpOAY:.C: e`er...... aF; ..�' . OIX.: BTUD� BLR CK ePAN�" .GOMBEN01t?. BOCK •CDUM�-NTO• 'A SY"TRE NUM:- _E TRU99 IFEETf . �,E BE wee xUM`.TYPe Tp°gB mac! cNo li: 15 I 1x8 N 1).856O 1627.5 5' O 0 N O O 1 : 13 1 2x0 N 17.650 . , O O 0 N O 2 2 2- N 11.656 O O C N O 7627.E 6 �. 0 1 2 1.4 N 17.656 0 0 N O 0 1 2 2x4 N 14.646 6381.211 �{. O £ 7 ( 0 0 N O 0 2 2 2x4 N 14.64E O 0 N O A L: ,•,`.;,.TR O Sc`S�c 1 2.6 N 14,646 4 ;' O O 0 N 0 8 0 2x6 N 14.646 MOD- 466 3$ YP11xVlt EC'Sx r Au BY"e xexla s`..eA:.F v ^-I a C7 10.".PSF .W DESIGN SHEAR VALUE DESIGN SHEAR VALUE 1 178532 PLF 0 PLP �. OVERTURNIND PORCE 5 OVERTURNING FORCE: 160498E LBS*.;:: O LBS DESIGN SHEAR VALUE Q- -. DESIGN SHEAR VALUE: 2 4BB47B PLF 6 0 PLF - OVERTURNING FORCE OVERTURNING FORCE: 4590502 LEG ,l, O LEG DESIGN SHEAR VALUE, - DESIGN SHEAR VALUE: .� + 191 O6 PLF OVERTURNING FORCE .7 : 0 PLP OVERTURNING FORCE,- 1719.954 LBS "; 0 LBS OBSIGN 'HEAR VALUE: DESIGN SHEAR VALUE: 4 0 PLP 0 PLP ' OVERTURNING PORCE -, OVERTURNING FORCE: O LBS LEG +!WINDOW SCHE00LE „IKtNRRD 9750"THERMAL PANE - LOW E WEr700WSI„' 1 iN40W $1xE , NR' i>•<�/L 12 x 66 AREA ISO: PTl 5.751 L10HT PROVIDED 15q. PTI 4a8B "VENl, T PftESV10EA (SQ. PT° Lam- : O 14 x 38 3A8 l 3.2]4 O 14 x 40 4 53 2.48 1.84 14 x 60 5962 3.92 2.08 14 x 66 6.688 4D4 206 24 x 12 2,084 !Y72 O 24 x 40 6448 4.85 2.46 24 x 54 92o. S.82 3.46 24 x 60 10.2E 7.63 3.93>. N_ 30 x !9 3.918 5.551 0 30 x 27 5.772 .9 i.e. 30 x 40 8.515 30 x 60 12.761 9.95 5. 30 x 66 KOS5 IL03 34 x 14 8.206 fi.8]5 / �• 36 x 18 4.6B9 3.908 O 36 x 40 1 10.202 7.71 3.B 38 x 60 15.271 12.2 6.1 38 x B 3851 5.274 72 x 15 5751 a86 ., £'kag '`ODOR SCHEDULE QOR SEZG`PROVIDED LEOHT (Soil FT VENI;^ PRDu£ 38 x 82 O 0 38 R 82 a21.65. 4.7391 0 38 x e2 O 72 x 90 32,84 10,06toe x Bo 8 1 24,OB LL D V a �=of m¢N F H >- T o m O m=o� �voo z s do" Lj W LL F a = a 0 U H P. m� i o vDR.H a ❑ O -o �m O m o 2 0 F o za i x 10L a s volmD 3 a i a �� FWOR 01" NOTES: 1. SOME ITEMS SHOWN MAY BE OPTIONAL. O��' 2. POUNDATION IS INSTALLED ON-61TE, BY OTHERS AND IS SUBJECT TO ALL STATE AND LOCAL CODES AND INSPECTIONS, 5. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND REOD FOUNDATION ARE ON -SITE, BY OTHERS. S. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, 8 RAILS ARE ON -SITE, BY OTHERS. 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS L INSTALLED ON -SITE, BY OTHERS. 8. SEE PLORIDA ENERGY CALLS FOR MIN. MA L SPECS. B. THIS BUILDING MAT BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS IMAY BE "PLIPPED° �AP(� SIDE TO SIDE AND/OR END TO CHOI OINENSIONS SHOWN ARE ACTUAL FLOOR SIZES E%T. SXGTMNGI SIDING, ETC. Me NOT INCLUDED. EtlA1NNe R>wR+•,��RV®FOI'..{�iliM �n�.l �RF�w•.'�MMI�[�F°�`e ... ".<, C.YOUNG VED 8Y 40 MPH �T� 11/I3/2009 IP INC ��. UI REI' JA00� EN Yr Inl9 dx1Nn9nt tloeB nOl authOn: 1�1r 1u Pa MPT-86-MOD-485 d.V1.11 Ord-hIll... from ON ® °M°•� �',s„ moo. ..rR fapp0 DI.St.te LaWR, OF 124 COMPLIES W/ 2007 FLORIDA RES CODE AP.•v1w .2 3NCCUD[NG ALL. 2009 B GLITGH SLPPL 'enx" "YADi 140 M §2§8::1�A1�RR.1ABr�A ,iTJ. MO6 1111 6 AND PLANS 111 CONPIDONTIAL - PROPRIETANY MATERIALS. T B cO - OP THIS DRAWING PACKAGE CONTAIN ..-.DENTUL AND/ON PNWILEOED INPORMAT N ANY wAUTNDu2ED U.D, COPrMO DISCLOSURE. OR D11-U-N aP T PACKADE, D. ANY OF T CONTAN CONTANEO THERE.µ IS BTRIDTLY PROHIBITED BY .1ADDB9EN NO- AND MAY BE UNr .. .-L. ARE PROVIDEDTY. THE RECIPIENT POR BPECIFIC PURPOSES ONLY AND SHALL NOT BE SCANNED, COPIED, OR OTNCRWme REPR000CED AND/OR DISTRIBUTED TO OTHERS FM ANY PURPOSE WITHOUT EKPRE69 WRITTEN AUTHORIZATION FROM'ACOBSBN N. S THIS DRAWING PACKAGE AND LL ITS CONTENT. ARE THE CX.LU.- PROPERTY OP UA 1114 NONE'. ALL RIGHTS RESERVED. COPYRIDHT 2000 COPYRIGHT ®2009, JACOB9BN HOMES, SAFETY HARBOR, PLORID/� ALL RIGHTS RESERVED BUILDING SIZE: 1614.66 Sq. Pl. 1. MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 3 MINIMUM 15q. Ff. x 3 VA / 120 VOLTS / 15 AMPERES • MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REO'DI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE POOT: GENERAL LIGHTING / GENERAL USE: 1614.16 • 3 VA 4843.9a VA TOTAL VOLT-AMPERES: 4843.98 VA 3. SMALL APPLIANCE AND LAUNDRY LOAD AT 1,500 VOLT-AMPERES PER 20 AMPERE CIRCUIT: SMALL APPLIANCE LOAD: 2 x 1.500.00 VA - 3000 VA LAUNDRY LOAD: I x 1500.00 VA 1500 VA TOTAL VOLT-AMPERES: 4500 VA 4. NAMEPLATE RATING OF ALL FIXED APPLIANCES TIN VOLT-AMPERESI: CLOTHES DRYER: 5800 VA RANGE: 9600 VA COOK TOP: 0 VA WALL OVEN: 0 VA MICROWAVE OVEN: 2400 VA DISHWASHER. 1380 VA GARBAGE DISPOSAL: 1080 VA WATER HEATER: • 4750 VA OTHER: 0 VA OTHER• 0 VA OTHER 0 VA OTHER. 0 VA TOTAL VOLT-AMPERES: 25010 VA 5. NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS (IN AMPERESk RANGE HOODISk I x 1.1 AMPERES 1.1 AMPERES EXHAUST FANISk 2 x 0.1 AMPERES = 1.4 AMPERES CEILING FANISk 3 x 1 AMPERES 3 AMPERES FURNACE BLOWER (GAS / 011_k 0 x 8 AMPERES 0 AMPERES TOTAL AMPERES: 5.5 AMPERES MULTIPLY x 120.00 VOLTS TOTAL VOLT-AMPERES: • 660 VA 6. TOTAL HEATING AND AIR-CONDITIONING LOAD. IUSE THE LARGEST OF THE FOLLOWING 5IX SELECTIONS - W THRU IN - IN VOLT-AMPERESk A. IOOX OF THe NAMEPLATE RATINGISI OF THE AIR-CONDITIONING AND / OR COOLING [VOLT-AMPERES) 1 x 14400 x 1009 14400 VA LARGEST B. 10OX OF THE NAMEPLATE RATING(51 OF THE HEATING WHEN A HEAT PUMP IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC HEATING [VOLT-AMPERESI; I 1200C x 1009 • 12000 VA C. 100X OF THE NAMEPLATE RATINGISI OF ELECTRICAL THERMAL STORAGE AND OTHER HEATING SYSTEMS WHERE THE USUAL LOAD IS CXPBCTED TO BE CONTINUOUS AT THE FULL NAMEPLATE VALUE SYSTEMS OUALITTRVG UNDER THIS SECTION SHALL NOT BE CALCULATED MOOR ANY OTHER SECTION IN 220.52ECI (VOLT-AMPERESI D x 0 x 100X • 0 VA D. IOOX OF THE NAMEPLATE RATINGISI OF THE HEAT PUMP COMPRESSOR AND 65X OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IF THE HEAT PUMP HEAT PUMP COMPRESSOR IS PREVENTED FROM 0 x 0 x IOOX • 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL HEAT, IT DOES NOT NEED SUPPLEMENTAL ELECTRIC HEATINO SYSTEM TO Be ADDED TO THE SUPPLCMENTARY 0 x 0 x 100): • O VA HEAT FOR THE TOTAL CENTRAL SPACE HEATING LOAD [VOLT-AMPERE5): TOTAL LOAD I6Dk 0 VA E. 65X OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF LESS THAN POUR SEPARATELY CONTROLLED UNITS [VOLT-AMPCReS4 0 x 0 x 659 0 VA F. 4OX OF THE NAMEPLATE RATINGISI OF ELECTRIC SPACE HEATING IF FOUR OR MORE SEPARATELY CONTROLLED UNITS IVOLT-AMPeRe51: O x O x 40% 0 VA USE THIS VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: 1.4400 VA 7. TOTAL CALCULATED LOAD ILOADS AS CALCULATED IN 2 THRU 5 ABOVE[: TOTAL GENERAL LIGHTING / USE CIRCUITS (2); A 4843,98 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD (31: 4500 VA ' TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCES(41: 25010 VA TOTAL NAMEPLATE RATING OF MOTOR & L-P-F LOADS (5): 660 VA TOTAL VOLT-AMPERES ICOMBINED TOTALS 2-5 A50VEI: 215013.08 VA B. TOTAL COMBINED LOAD (FROM 7 ABOVE): • 35013.98 VA FIRST IOKVA AT 100X: 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: 25013.98 VA 9. FIRST IOKVA AT 10OX: = 10000 VA (FROM 8 ASOVEI 25013.98 VA - REMAINDER AT 40X; 10005.59 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: • 20005.59 VA 10. TOTAL COMBINED LOAD FROM 9 ABOVE: 20005.59 VA C NE I 1 TOTAL HEATING AND AC LOADS (61 - LARGEST OF (A) THRU IFI: = 14400 VA SUBTOTAL: 34405.592 VA SUBTOTAL DIVIDED BY - VOLTS: / 240.00 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: • 143.36 AMPERES 1 ELECTRIC SERVICE PANEL GONG !►U+I MC" N S: 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 2. ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE INSTALLED & GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NECI ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATERISI OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. WHEN THE WATER HEATER(S) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE. 4. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED 110FFIl POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE. INSTALLED ON -SITE, BY OTHERS. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED IBY OTHERS). 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. S. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S), SHALL BE CONNECTED ON -SITE - WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALC'O BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE (NECI. BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). 11. ALL 120-VOLT, 'SINGLE PHIAS% 15- AND 20- AMPERE BRANCH cmCU1Ts SUPPLTING OUTLETS IN ALL BEDROOMS LIVING ROOMS, DENS, FAMILY ROOMS, CLOSETS, HALLS, DINING ROOMS, R SIMILAR AREA! SHALL BE PROTEGTBD BY AN ARC -FAULT CIRCUIT WORRU►T15% COMBINATION TYIt INSTALLED TO PROVIDE PROTEOnON OF THE BRANCH CRCDT. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE BO INCHES MINIMUM. 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE (NECI. 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY Be INSTALLED ON ONE (1) 20 AMPERE 112-21 CIRCUIT. 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF IWPI ENCLOSURE (COVER), THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 112 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT IS LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 21. IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES (3 FEETI OF THE OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200-AMPM EIRECIRIC SERVICE PAM * 'CA LCULATIONS.. PER NATIONAL ELECTRICAL CODE 220-82 -. OPTIONAL CALCULATION - DWELLING UNIT'' 24. 25 26. 27. 28. 29. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE [FIXTURE) WITH A COMPLETELY ENCLOSED LAMP. (2) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE[. B. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (1) INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED. C. LOCATION: LUMINAIRES (FIXTURES[ IN CLOTHES CLOSETS SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS: (1) SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINAIRES (FIXTURESI WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON T HE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE[ AND THE NEAREST POINT OF A STORAGE SPACE. (4) RECESSED FLUORESCENT LUMINAIRES IFIXTURESI THAT ARE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. BATHTUB AND SHOWER AREAS: NO PARTS OP A -CORD-CONNECTED LUMINAIRES (FIXTURES), CHAIN-, CABLE•-, OR CORD -SUSPENDED -LUMINAIRES IFIXTURESI, LIGHTING TRACK, PENDANTS, OR CEILING - SUSPENDED (PADDLE) FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINAIRES ILIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 12. THe SERVICE PANEL MAw BREAKER srze u BE INCREASED FROM SHOWN HERD IFI THE BREAKER SIZE I. INCREASED, THE WIRE SIZES [GROUND NO AND ENTRANCE WIRESI SHALL BE INCREASED TO THE CORRECT SIZE BASED ON THE CURRENT NEC THAT 15 IN EFFECT AT THE TIME. THIS IS ON -SITE. BY OTHERS AND 15 SUBJECT TO INSPEOTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 20D AMP MAIN PANEL ••• MC HVAC IS SIZED AND INSTALLED ON-511E, BY A OW r-,, STATE =11TI-D. ELECTRICAL CONTRACTOR - INBPECTeD BY LOCAL 41RUBDICTION. 1201240 VOLT IMPORTANT. READ AND UNDERSTAND ALL NOTES ON THIS SHEET AND BHtET 4 OF 12 SINGLE PHASE MIN- SERVICE PANEL HAIR BREAKER CAPACITY: 141.51 ANPRERCB 60 HERTZ UOR SERVICE PANEL, -1. -AIG. GTZE Goo AHPRERPS OPTIONAL: fAWGI COPPER 1 OR 2 ADDITIONAL GROUND (MINIMUM] INSTALLED V CONDUIT DROPS PER NATIONAL ELECTRICAL CODE VP6 MAY BE ORDERED GROUND WIRE IS ON -SITE, BY OTHERS. AND INSTALLED REFER TO NOTES 1. 15, & 16 ON SHEET FOR FUTURE USE. 1 INCH DIAMETER RIGID METAL OR RIGID NON-METALLIC CONDUIT 2/0 (AWG) - COPPER - PER NEC 310.15(BI(61 200 , 12/11 /09 - INCt I of this document does not authorize of -- any deVlatlon or deVlatlons from the gems of applicable State Laws. COMPLIES. W/ 2007 FLORIDA RES. CODE, INCLUDING ALL 2009 &.GLITCH SUPPL, ' ` No 638 • NA Wit s -L1 cD"uwn-nm o mnA,: P7��SaIN. d'� 4M71B )4alnaomu. .... C.YOUNG a: xGi�id�- M.T./N.T. �= 11/13/2009 9iEB7-... e OF 12 al z Exp D' 17{�f5. � 140,,MPFi„ MOD-4e6 1'r'r, P�',,% 0 i oy N - v�� 12/9/2009 M� m� ee O.TAILO MD PLAN. Me CONFIDENTIAL AND PROPRIETARY MATERIALS. THt CONTENTS OF TNI9 DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRINLEGED INFORMATION. AW DNAUYHORIZ G USE, CO-W, DISCLOSURE, OR DUITRIBUTIDN W TH I PACKAGB. OR ANY OF TRe CONTENTS CONTAINED THEREIN 16 1TM1I- PROHIBITED BY JACOB6eN HOMES AND MAY Be UNLAWFUL T E MAT -LB ME PROVIDED TO TNB REOIPI[NT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT Be SCMNeO, COPIED, OR OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HONER. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ME THE EXCLUSIVe PROPERTY OF JACOBSEN ...IS. ALL RIGHTS RESERVED. COPYRIGHT DUOS . COPYRIGHT © ODDS, JACOBSEN HOMES. SAFETY HAR60R FLORIDA ALL RIGHTS RESERVED. C REC�TRCLES fi .11 :, bRG[ER wHG - ORG4A4 # DIG S j } # ^€ •x• v n••� 912 �LfR[CaL C CONTRACTOR IN9PGCR0 DY LOCAL J101L5D1CTIDH !LlCEICAL PANELC1RdOT v HONGNLTATURE SILL'RT'Q li [ ## f� ® T a I9P ICIRNrt O .."TIOM M_Ew 1 ... ..Dim v.. IaeoDr £'A B" a KTANT. REM( AND UNDERSTAND ALL NOTES 11 THIS SIOET AND.- > OP IS -T f. - S 5 � 1 SMALL APl_. 10 11 11 GGCIML RlpgG - MC PAUL 5 M 2 �## j11,f� RL7G1{VGD CIRCUii -RED NA HA � /Y�y WPo MDRWN .CRV= PANEL MAIX DRGAMR CAPACITY: I/ ANmM. 1 nvlcu swAT (( V _ 6M,xLL APPLTANR MC PAIILT - fi-2 RAL PIMPo6e -ARC PAIK.T M • 19 / # # ti : R[6BPv[D •CIRCUIT NOT USED NA NA m �� 6GRWLG PANPJ- X1APl BRMRNR SIZE: 100 ANPMXE. ] 11 KARRCx u0w[bC ALw1 0 [ 1> ( NVAC NeATING/ALI - DY OTHERS Te >-] �Ci}ax u $ MW09TAT OPT. MICROWAVE SIB 10 D•3 » euv C%T RGCGPT9 IOFCU GPCI ] 11 ] 1£ IOC AT CD6G GA 100ttC .R4� ""� �°^ X'1O0f- (� �T RG.-D - CIRCUIT NOT USED NA NA If: BAT" REDEPTS (DIED OPLI - 2D I] ] I t p4{s# 9M0[G ALARMb IINTMLONN[CTGD/API AF - IS NYN I uuHl INSTKLEO THE GEASED FLUuAlw OREAKER CIZB MAY OF FLDOR OF FLOOR A- UIRRCNBECTlD POR NYULTAN'b19 ACINAiIGI / £3 /-] 1 AD MONnIi ORwxO THo NT L[OHT IN:A,IOe9CGNT DOM PT. TELEPHONE PREP. OPT. TELCrt ION PREP. b RESERVPO - CIRCUIT NOT USED - IS: WATER HEATER 12 1 llil ,�4£)I;I pGNGW]L PURPOSE ARC VAULT 1/-1 YAµ eC OROCIDI[D vDR NDTInN- et r r OLHCR9. a0" T"e BRINCEAKER KER S12e H CI E . H RG IF NA 20 POSE M - jAuo 6cC Nm[i 4 1], a nl D Q- B Z[9 IpROUNOINpeANDH[NTRANDG WIRGBI (SHALL RESERVED - CIRCUIT NOT USED NA ELECTRIC RANGE 40 B> 1{ #24RESERVED RCIRCUIT NOT USED NA IB row FVrwe ube R DG IN TO THE CORRECT 912E RAAS5ED N 16 I£ NA xor XIAL OR NIo1D J•F•�' ON THE CURRENT NBC THAT IS IN EFFECT AT C RDER.D RNPALD MOUNT ST �N�T I -SE OGNo- PURPOSE - ARC VAULT AP p IB ♦ 1 1 OPT DISHWABMGR b I�1 j) # ` M1G9GRVGD - LIPLUIT NOT U9DD NA NA FP [I R n[C ] oINNN SF� g B BMA THIIBINSS ON.- BY OTXGR9 AND 4 / PCTtOVWUD UARI90�CnON Y FMI}MONr mBn eX PAN - PO LIGHT eumG PAN D exm s1aN PREP, eMeRSENv r IEP. oEN R- PURDGSE - Anc FAM-r aF - In a » DPr. GAxeaoe DISPOSAL m / £ .I [9GRVeO •CIRCUIT NOT UseD xA NA 200 AMP gyp& T"e LOCAL AUTHORITYHA J .,�1 W V• , O GENERAL PURPOSE ARC FAULT AP - IS I- M LAUNDRY (CLOTHES WASHERI 10 IS 2 £ RE9eRVEO • CIRCUIT NOT USED NA NA �4 ` 111F 1 ®GOD pM ® B t� f4 PAN PREP TYNCNLi RCORREO IN CbwBKTAI APRJGTfOX9 DRY . N < GENERAL PIDIPoee -ARC PALAT AP 1B }/-] ]O LAUNORT ILLOTN[9 OgTeC YIGOFRTR ,� 10 > }�, ?SiD, F, RBeEPv[D -CIRCUIT NOT USEDARF IEST IX[ -- Y 7 O j ------- I I mI4 f1 rn u I 1 71 1' t L2 I �' 7 7 7 RDIE MR. I r orHal � 7'-tl' FAN FOP. TlIm 1 tV. Ilm sn IEnrt / BEDROOM #1 Re. ALL TV, PHONE, AND PAN PREPS ARE OPTIONAL. SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS. 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE STATE OF FLORIDAI SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL CP THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INBMCTION AND APPROVAL 2. Au rIWNL-T RDNLE PHASE, m- AND 20. A1NE1E BRANCH mtKmR NNRTDIR alrrlLTR IN ALL emRDo1N L1VERR eBNA DENI FAIN-Y Rmy aallti H.ua, DwN Rmy R - - RRML HE FROTemm RT AN A NNFA1LT - DIT-FlQ CONRNTDI Tire RRAIleD TD FwWcRl PRCIECTAR Or THE, RRARCN DaBRT- 3. ALL SMOKE ALARMS SHALL M INTCRCONNECTEO SO THAT THE ACTIVATION OP ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACYNATIDN OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPMO WITH A BATTERY BACKUP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ARE 41 E ALARMS QUIPPED WITH A USH- BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTCO I ACCORDANCE WITH THEIR LISTINGS. IN H H R 1 6. ANY ADDITION OF A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REOUIRCS THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED FOR SLEEPING PURPOSES (BY OTHERS(. w IP fl Al In I�Vfoia��'[IIIMus .. wn_w-NRRw4NI --� Q VAl itWH N I bJI i� 17 \Z �p 1 O1 1IG I�i0 &� 10 1 i e i 1 So 1 2 In I DI g IN B j K f��t�I� 7 C ONWT1� II lz -/ IICdTSOMRISIA® DINING 2 / 3 1 / (SN7 IL•Hi5 LOOSE) �W 1 s 1 / v CEPT 12 n ----usl[Bnoonu------ 23 WTH COVER (FACE_ " B6' AD'� 12 \ \ ` M tl FilOff PfJP. ;D 12 11 Aor HM \� / lO f�i�I el' ��ANP/iy� 77-Y / L1L IiSP. I I W HM lull BEDROOM #2• / T.Y. I1EP.A YL if I I t1 praP, w-r IV I LW F`P. if FM Ftf. I u � LIVING ROOM // \\ \ to �T dh ID -� I � �uV INSTALL HA10-BOX W/ SWICH ABOVE WIDOWS (MIN) \ \ 1 HVAC ELECTRICAL INFORMATION / GENERAL NOTES: /J i�JJ�, 1. • ..Kula RECEPTACLEHALBNBe I e AL-ED WITHIN aDP -1 HVAC BODID.o.1 RINM Lv RE.I.D.. MCEPTACLEs Au E INSTALLED oN-e- BT .-N. IBT A .......D L(1BR7 ELECTRICAL CONTRACTOR). 2. HVAC SHALL BE PROVIDED WITH MADUY ACCESSIBLE D19CONMCYE ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT 6WITCN WITH A MARKED °OFF^ POSITION THAT IB PART OF THE "VAC EQUIPMENT AND DISCGNNBCTB ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROWOGD BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED OWBITE, BY OYIVRB. 3. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS APTeR THE HEATING AND AIR-CONDITIONING SYSTEMS MAVE BEEN INSTALLED ICY OTNERSL. 4. THE HVAC UNIT L el -MC. 13 DUPPLIEO L I119T. ON -SITE, BY OTHERS. Th. ei[ing and in.lallatlan of Th. moln br.ok.r far M. HVAC Byel.m, ae Well aB ony r.quir.d ergenay/quick dieconnecl, .hall b. camploted by v qualified, Florida Licoh.eq EI. _. ConRYRolor and G eUD1.Ot 1. v:ep.ollon ono app-ol by Ih. I ... I J.-ID.tbn hcv'vlg aUth.Hly. THI. EI.om1111 Conlr..ler .hall oleo N.rlry props panel ano brwk,r eizing a o In.tallaNlon of III. e . bullOing, b.for. any power le euppll.d to the main .I.eITIeN panel or .,ry Pullen Or In. bulldog, / HIT(i NNIC ALAIa i RNIA. on IRRTALLID m THE Fol,owuni s.IDcAT>ae.R / L N eAOI RIJ`�N Row). i L OUamL' Mal R?ABATE tmw MCA a TC ]lR®11T1 R'ImQiY OF 1HG BCDR0010 SD(f U3R L 4 WI AOO}TOYL RT4T a TC E1161aaE�CawMMlmnf Nat [OT Hal®uKM{i@ Aux RIACTi AM uNiMIARIrANa ArTsz W w wvJ,a+R uNn trill 6?S i' AID D RTLR LRN6A AND IFIlIIWf pIlC'TCN CCa1 RBTTSJI TC ADUAGRT A T TRY T" IR LCNNCRl LINES. a T�iw OWN FULL - migww JACOBSEN HOMES MOD-466 MCP-1999-466• D M of "Mo®°'rEN�" "� "R"° T "*L THRE TCR or 0E - R ML ACTIVATE ALL M M A1A00 a M DOCIaIIAL ©11-IJ-� ALL RNILLL BR YRTm AM DC ATIDDRDAla1 TM RRaFrlamlN HE FINDT � THE FRO AND THE Ia�GMOD F>a MARIpN ENCRBI[ FROYIQDN OF NTA TL MM COUK OF THE lY{aE0 014E ALACO OYIL lm" Teal FIELARF PIONEER FROM TIE NIRLDN VDRDN tYIEM Hal WREN N R4VD 1'IRRI A RDUlCp AND My .ImM11T IMMIAL PERM a OfIECO�Tfa. N101 ICRIM FgPC1 P11a1 A EATTERI. 1TRON I1ML RE CURRENT �A�IMCIaR A C11bCLSTaR OCIO1 CCH9l TMR 11QaG la® F4 ELT! UWMQW ROM 4_ 6. LIGHTING OUTLETS REQUIRED, AT LEAST ONE WALL SWITCH-CONTROLLEDLIGHTING U L[OH IN 0 TLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 7. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX MET OF A SINK OR BASIN SHALL Be EQUIPPED WITH GPCI PROTECTION FOR PERSONNEL ALL RECEPTACLE OUTLETS SERVING COUNTERTOPB, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL 8. ALL RECEPTACLE OUrLETS INSTALLED ON THE EXTERIOR OP THE BUILDING SMALL BE EQUIPPED WITH A WEATHER PROOF IWPI ENCLOSURE ICOVERI, THE INTEGRITY OF WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE OUTLET. 9. OFCI PROTECTION MAY PROVIDED BE PR V OCD BY EITHER A BREAKER OR A GPCI RGCCPTACLE. 10. IN ALL BUILDINGS. AT LCAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN BB INCHES le MCT1 OF THE, OUTSIDE EDGE OF EACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TOTHE BASIN OR THE BASIN COUNTERTOP. 11. THE DIGHWASIXER AND GARBAGE DISPOSAL MAY Be INSTALLED ON ONE IN 20 AMPCM 112-21 CIRCUIT. 12. PAN / LIGHT COMBINATIONS SHALL Be INSTALLED WITH SEPARATE SWITCHES. 15. CEILING PANE SMALL Be INSTALLED BO THAT THE BOTTOM OP THE BLADE. TO THE FINISHED FLOOR LEVEL WILL BE .0 INCHGB MINIMUM. CEILING PANS HAVE BEEN INCLUOED IN THE ELEC. LOAD CALCS W EVERY ROOM. ThERBPORE THEY CAN BE INSTALLED WITHOUT ANY PLAN REAPPROVAL 14. SWITCHES, RECEPTACLES, AND I OR OTHER. FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THEE APPROVED PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SMALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL CLFCTRI[aL LGOe INeCt 15. FOR °ON -FRAME' MODULAR FLANS, THE MAIN el.ECTRICAL PANEL SHALL ALSO BE BONDED TO THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED- A BONDING 'JUMPER' SMALL ALSO BE LED BETWEEN AL L LL CHASSIS SECTIONS PONE THE ENTIRE UNIT DR UNIT. CONNECTED. ALL D SONDINGIGRO REQUIRED UND CONNECTIONS SHALL BE MADE B A R A T CERTIFIED dICBNSEDI ELECT IC L CONTRACTOR ION -BITE, BY OTHE191 AND ARE SUBJECT TO -MOTION pY THE LOCAL JURIBDU-N, 16 N ELECTRICAL THG NAA1 SERVICE PANEL IS WIRED uTL12QND AN ISOLATED N[UTRAVOROUND le WIRE SYSTEM) FROM TNC FACTORY. IT 15 THE MOPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND GROUND IF REQUIRED. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATION ON -SITE. , ,, `` SPA �I No 63802RRA E QF .4 P o`er .. ...R,�..:.`T DAD 14 A 7 wIL u A6:29 _itA AMAUWM ICY USANG,A,QAi OrAP"w-. �I�. aY[!!FM[. a WPIi:' C.YOUNG '0`VED BY L ...: ml®TER Vf-.�c,m. M.T,/Here OIORRDu g.�A.y. 12/11/09 �N�D vas „/13/20oB NO `A_ R7DI� JAMB a I N C o I�L,m �® .-a l of this dGCumont does not authorize or FORPM _ any deviation or deviation. from the MFT-6B-MOD-466 laws, ants of applicable State ls, v .LTu[m I Iee ::u .v>m m ewe `uvne4,e oc..�To�d'!i 1a4, -'OF1 +✓ LurtRa ( k., COMPLIES / 2007 FLORIDA RES. CODE,-- ExpoDurBe C INCLUDING. ALL 2009 & GLITCH SUPPL r ;v 140�MPH° MOD•409F' LS ANO PLANS ARE CONFIDENTIAL AND PROPRIETARY MATERIAL.. THE CONTENTS D R AWING PACKAGE CONTAIN CONPIDENTU.L PR AND/OR WILMDED INFORMATION ANY UNAUTHO-D USE. DoPYINS, DISCLDGURE. OR DISTRIBUTION OF THISUDE PAC, oR ANY OF THE CONTENTS CONTAINDD THERE1% IS STRICTLY PROMIe1TD BT JACCESON HOMES AND YAT Be UNLAWFUL. THESE MATevuLD ARE PROVaIe TO THE RECIPIENT FOR SPECIPIC PMRPOSGB ONLY AND SMALL NOT BE SCANNED, COPIED. OROTHERWISE REPRODUCED MOM DISTRIBUTED TO OTHERS FOR ANY PYRPOSO WITHOUT EXPRESS WRITTEN AUTHORIZATION PROM JAC05SEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHT. RESERVED. COPYRIGHT 2009 COPYRIGHT ®2008, JACOBSEN HOMES, SpPETT HARBOR. FLORIDA ALL RIGHTS RESERVED METAL ROOF IS TO BE INSTALLED ON —SITE, BY OTHERS. PRODUCT APPROVAL INFORMATION AND WIND CRITERIA SHALL BE PROVIDED BY THE INSTALLER (NOT BY JACOBSEN HOMES). �'yT„ ,. t e 3:• F. , bsim . ��7��%�gj(I� ,��yy� �Q 6� y :? v`�4 3y II� 'FRhlrii ON, 1 I. FOUNDATION IS INSTALLED ON-S[TE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 73. SOME ITEMS SHOWN MAY BE OPTIONAL, ❑ ❑ ❑ ❑o _. AND IS SUBJECT 70 ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR POOP 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. - AND INSPECTIONS. VENTS. EITHER OF THESE METHODS MAY BE USED 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 2. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SEPARATELY OR 1N COMBINATION. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL [IFIN ❑ ^�� SITE! ITEM5 MAY VARY, NOT COVERED BY THESE e. ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL DESIGNS MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/2^ AND SIDE EAVES OF THE FINAL STRUCTURE ITEMS SUCH A5 SIDING TYPE, FINAL 3. WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D VARY FROM 10° TO 6° NOMINAL SIZES. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY FOUNDATION ARE ON -SITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. " 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. - ❑„❑ 5. LANDSAC CAPING 77P[CAL, ON -BITE, BY OTHERS. INTO THE RODP CAVITY OR OTHER CONCEALED SPACE. ENGINEERING FOR S[TE ITEMS, B7 OTHERS. a' .'".0 `PACKAM COUM. ❑ ❑ ❑ ❑ S%;FEIYARBORpL" .iA6�%.S' Ia. 6 BY OTHERS ANDGM YITBEARE INSTALLED ON -SITE, RELOC TED FROM SHOWN. 11. THIS RC-APPROVDALGMAY BE OF THESEMPLANS IM YITHOUT ANY BE °FLIPPED° 1S DESIG ED A DALL ITEMS L INSTALLED BYACCESSIBILITY ON THE SITE ARE OTHERS INOT ACOB EN) A D 7. ELEVATION IS TYPICAL ONLY. ON PORTIONS SIDE TO SIDE AND/OR END TO END). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL OF EXTERIOR MAY BE CHANG[D BY THE BUILDING 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRROED WITHOUT RE -APPROVAL OF PLANS. 4 721-73b-1138: 7 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCYISI ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. THESe DETAILS AND PLMs ME CONFIOENLIAL AND PRO"ISTMY THE CONTENTS OF TINS DRAWING PACNAGe CONTAIN CONFIDENTIAL AN IR PRIVILEGES INFORIIATION. ANY UNAMuse , e, CO NO, SiSttOsuRe, OR DISTRIe ON OF THIS PAC.AOE, OR MY OR THE CONTENTS CGNYMTNEO RewPRON , IS STRICTLY Ie11e0 EY AISe E" HOMe6 MD MAY EE OWAWFUl THESE MATEl— Me PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOTDE 5CMNED. COPIED, OR .THERMS. REPROOVCED AND/OR DIBTRIEUTED TO OTHERS POR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION PRO. JAC...N HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ME THE EXCLUSIVE PROPERTY OR JACO K HOMe9. ALL RIGHTS RESERVED. COPYRIGHT DOES FOUNDAWN VENIROON M00466 121119_ INC.V dacumRMdOd m7RYNoriRR of mDOn GT aEw.dRRD aoln mD 'COMPLIES W/ 2007 PLORIDA..RES CODE,,': -' -'INCLUDING ALL 2009 E GLITCH SUPPL, t y� o 1 I ARF 7l (is.: i0 . 1 • pp 4 i • 4� '� AL 1 2/9/2009 �ttt�n� I y CDutT LOAD RUmA �_� � � bAi ReD®LT' F C.YQUNG M.T./N.T. 11/1312009 3/16° • 1'-0° ®A 12 ilV11S3.: 140' MP.Hf iY10L1F7i`. MOD-466 COPYRIGHT a 2009, JAC05SEN HOMES, SAFETY HARBOR, FLORIDA. ALL RIGHTS RESERVED, ., , FOUND VENTILATION METAL ROOF IS TO BE INSTALLED ON -SITE, BY OTHERS. PRODUCT APPROVAL INFORMATION AND WIND CRITERIA SHALL BE PROVIDED BY THE INSTALLER (NOT BY JACOBSEN HOMES). LEFT ELEVATION MOD-466 GeN `' $ No 6380 0 • iF E o ;� fN Ai °lt%112/9/2009 ._zli vss ;F— ZD2OCODNIY ROADIS,SlI11ER }7, Si01,830-SITS _ a ... V S APPROVAL AMP = - gDravvn: O.YOUNG ELEVATION NOTES ",-,,RESERVED LISTING AGENCY PR L. T SEA r JACOBSE.N �RDwH - DEX ❑❑ PPROVEDBY D� w tw°wuu ked M.T./N.T. 1. FOUNDATION 15 INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THROUGH 13. SOMB ITEMS SHOWN MAY BE OPTIONAL, rta gg "� AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF14. SOME ]TENS SHOWN MAY REQUIRE SITE INSTALLATION. HFN $bc�Ce: AND INSPECTIONS. VENTS. EITHER OF THESE METHODS MAY BE USED 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS, D & Itn3/1009 r 2. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. SEPARATELY OR IN COMBINATION. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL r�� D, RRRaa H M ES' ` SITE ITEMS MAY VARY, NOT COVERED BY THESE S. ROOF OVERHANG IEAVEI SIZES MAY VARY TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION 17J11/O9 a uK $OgIB;. r. F , APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/2" AND SIDE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH A5 SIDING TYPE, Geer HOERL. 3/tB" i'-0„ 3. WHEN INSTALLED, THE GARAGE FLOOR AND REQ'D VARY FROM 10° TO 6° NOMINAL SIZES. SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC_ MAY ' ■ R�DDr ILLvr�JR FOUNDATION ARE ON -SITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. 'w�vr•=° _^� 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. TLw HD, 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE RODP CAVITY OR OTHER CONCEALED SPACE. lfl. ENGINEERING FOR SITE ITEMS, BY OTHERS. of tRlD doeumanl tlaos rwtAldhorixa or MFT-69-MDD-A66 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY 18. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE Carly deviafJon or tlavia0onafrom Mo ❑„❑ 6OO PaGkaf.CIQCOUT't BY OTHERS AND MAY BE RELOCATED FROM SHOWN. RE -APPROVAL OF THESE PLANS (MAY BE "FLIPPED° DESIGNED AND INSTALLED BY OTHERS (NOT JACOBSEN) AND ! QUlrolrema Of.pPlIcawe 6Ud0 Lava. _ 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO END). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL _ Safet ' HaT bOC`.'FL 34B95. OF EXTERIOR MAY BE CHANGED BY THE BUILDING 12. FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTHORITY. (J;< OF 1,4 �' y CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRROED WITHOUT RE -APPROVAL OF PLANS. °. ❑ ❑ ❑ El , %27 '7Z6-1138 > APPROVAL A B ALONG WITH THE R OF THE! BUILDING PLANS SHALL COMPLIES''W/ 2007 FLORIDAc RES CODE.:". >' : VVEG ENpoaur,B G " .,, WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APP GENCYII ARCHITECT AND/OR ENGINEER E , Y" NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND sYSTEMs RELATING THERETO, INCLUDING.. ALL 1009 6' GLITCH SUPPL;.-_`-� �'�? C1Ws 140,+MPH? �" y��''� hilOdEl; MOD-466 THCf OETAILE MO PtM3 MD COW —ENT- AND PROM:ETMr MTDRUIH. The CONENTS OF THIS DRAVANO PACRAOE CONTAIN COWID!WI MDAOR PRM� — IWCRNATION. MY CVNJIH 1.0 USE, COPnNO, DI80.06uRE, OR DI '.R rTION OF TM18 PACKAGE. OR MT OF THE CONTENTS CONTA— THE=" IS 6TRIGTLY FRDHRIITEO DT JACOOSEN NON¢S mD HAT BE C16ANT,a_ THESE MATERIALS ME COPYRTOHT � 2009, JACOBSEN HOMES, SAFETY HARBOR A, PLORIOALL RIGHTS RESERVED PROVIDED To THE RECIPIENT FOR SPECIFIC P EES — MD — HOT BE SCANNED, COPIED, OR OTHERWISE REPRODUCED ANJIOR DISTRISUTCD TO OTIfORB FOR AW PURPOSE WIMOUT EXPRESS Ti—eN AUTHORIZATION FROM JACOBSEN M14EG. THIS ORAWOG PACKAGE MD ALL ITS CONTENTS ME THE EXCLODNE PROPERTY OP JACODBEN HOMES. ALL RIGHTS RESERVED. 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TOLL 10.7 PSF TOOL 7 PSF` BC O PSF BCDL • 7 PSF LISTED TRUSSES - DESIGN MAT VARY 7/16° APA RATED ROOP SHEATHING ITYPJ R-50 INSULATION (BLOWN IN ROOF CAVITY) 2M6 SPP 45 MINIMUM (SINGLE) TOP PLATE ,STUDS O 16° O.C. TO ALIGN WITH _ TRUSSES - w/ 1 1/2° MAX. OPPSeTI __- 2.6 SPF !3 MIN. WALL STUDS 8 16- O.C. ITYPICALI LAP/STUCCO/HARDI. ITYP.1 2x6 SPF !3 MIN. BOTTOM PLATE OTHER APPROVED, L15TED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, 15 NOT EXCEEDED. APPROVAL AGENCTSI ALONG WITH le ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS 61ULL ALL CALCIS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE! MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT Be HELD RESPONSI5LE OR LIABLE FOR YIHE FOUNDATON DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES sTRUCTUR COMPONENTS AND SYSTEMS RCLATNG THERCTO. 2x6 SPF EO MINIMUM _ PERIMETER RAIL ITYP.I ply\i - DXIE OyglGN poop pNOLC RAGE BEAM TYP IEAMI VENTILATIONPROVIDED PSOFT eON O U PER VENTU PER S PROVIDED PROVIDED FOR UPPER SOX OF ROOF UR'NNUM. EAso VERHANGS) VENTS RCQID (TOTAL FOR HOME( ImG EILIN. _____ LE -(1 WHERE REQUIRED Y• LL0""B "0 t VPTL L P p\5\ • 1.78 S0. FT. TOTAL IINLLODES FRONT 6 REAR O'HANGS AND 0.00E VENTS FROM CALCULATION BELOW( JTA p OPC 1NtN� '00F SHINGLE ROOF ITTP.IR00µ0>7'OFIBERGLASS SHINGLES: MNR ASTMRNAL D 018IRE •CLASS BOARD N1p pN 546" MOVE O�SCN 56 VENTT \� ASTM2D 61B'CLASS F( BLOWN INSULATION TYPICAL TRUSS 2-LAYERS OF MINIMUM RZO PI•V MAY BE HINGCD OR FIXED ASTM 0715., CLASS HI 15F FELT (OR CQUALI TYPICAL INSULATED NYC MCA 130.83-M A/C SUPPLY Sy EM. ST INT. WALLBOARD - HVAC SIZE, LAYOUT, - VENTILATION PROVIDED FOR LOWER SOX OF ROOF SECTION: 6 LOCATION MAY VARY6.22 80 T. LOWER ANGSI _ • 0 SOFT. • LOWER VENTS PROVIDED BY - & CAME VENT PROVOIONUM OF ED N 50 SCION. ROOFVENTSREDID (TOTAL FOR HOME) jr6.12 S0. FT. TOTAL [INCLUDES OW.NGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW( COILING HEIGHT gl_Ox ITYPICALI TEXTURED 1121' GYPSUM (TYP.) MINIMUM 0 I6° O.C. ITYPJ UNIT WIDTH VARIES (SEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMENSIONS) 2.4 SPP 05 MINIMUM MATING WALL TOP 5 BOTTOM PLATES 2x10 SPF •2 OR OPEN O 16H O.G. ITYPICAL) FLOOR JOISTS See FOUNDATION AND ANCHORING PLAN, ENGINEERED R-22 IREG. PEJ BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION tTYPJ VAPOR BARRIER RC.O -SEE NOTE 5 BELOW DOUBLe 2.10 SPF 42 10PF-FRAMEI PERIMETER (MATING LINEI FLOOR JOISTS ITYPICALI (EACH FLOOR SECTION! UN EBB OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORB, A MINIMUM 11/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. MOD-466 TYP. CROSS-SECTION P8 SCALE: NTS 2x4 SPF R3 MINIMUM ROOF PERIMETER RAIL BOTTOM (TYPICAL) OR TRUSS NOT SHOWN ON SECTION FOR CLARITY RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE -2x4 SPF t3 MINIMUM WALL STUDS O Is- O.C. "P.l -BMINIMUM GYPSUM BOARD RD -CLASS 9' 19/32" OSB OR PLYWOOD - FLOOR DECKING (TTPPCALI FRESH WATER SUPPLY TTYPJ ELECTRICAL (TTPI rTOM BOARD ITYPJ = ACCESS FOR SHOWER AND/OR TUB 5W REMOVABLE P-TRAP IB THROUGH BOTTOM BI THIS STD. WINDOW OPENING - TOP 6'-10• TYPICAL 7/16" APA OR TECO RATED EXTERIOR SHEATHING (TYP.1 W/ WEATHER RESISTIVE BARRIER R-19 GATT INSULATION IN WALL ITYPJ I DOUBLE 2xiO SPF 02 (OFF -FRAME, PERIMETER (SIDEWALLI FLOOR JOISTS (TYPICALI _ FLOOR LEVEL OLOx PORCH FLOOR DECKING ri (WHEN APPLICABLE( -0'-3 3/8° TYPICAL _. SEE CONST. MANUAL APPLICABLE ONLY) l _ UNIT WIDTHS VARY, SEE APPROVED FLOOR PLAN FOR SPECIFIC UNIT WIDTH(51. �)I� THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE 50 CReCTED OR INSTALLED (SHOWN AS TYPICAL DOUBLE WIDE 201-0°, 24-O- 26--0", 28--0°, 29'-0• b 521-0• INCLUDED) ROOF SYSTEM SQUARE FOOTAGE 1611.66 SO FT. "a SQ. PT. TOTAL RBOUIREO VENT (TOTAL UPPER 6 LOWER! 300 IOU/ VAPOR BARRIER) 300 TOTAL UPPER VENT ACTUALLY PROVIDED: 2.79 90. FT. INNCLUDES OHANGS AND VENTS) Z44 50.FT. • UH PCR OANG VENT PROVIDCO 0.55 50.FT. • UPPER ROOF VENTS PROVIDED 1 NUM, OP 50 S01N. UPPER ROOF VENTS REO'D ITOTAL FOR HOMEI MINIMUM UPPER VENT REQUIRED ISO% OF THE TOTALt - 2.69 So. FT. ITOTAL REO'D VENT x 0.501 DIFFERENCE BETWEEN REQ'D b ACTUAL: 0.1 so. FT. PASS TOTAL LOWER VCNTACTUALLY PROVIDED: 6.22 SO. FT. UNCLUDE3 O'HANGS AND EAVES) 6.22 SQ.PT. • LOWER OHANG 8 CA VENT PROVIDED 0 So.FT. LOWER ROOP VENTS PROVIDED 0 NUM. OF 50 SO1N. LOWCR ROOF VENTS REO'D (TOTAL FOR HOME) MINIMUM LOWER VENT REQUIRED 150% OF THE TOTALS - 2.69 SO. PT. (TOTAL REO'D VENT X 0.501 DIFFERENCE BETWEEN RCO'D B ACTUAL 3.55 SO. FT. PASS l� 4 ROOF VENT CALC P8 SCALE: NTS l GRADE DETERMINED BY BUILDING CLEV. (ON -SITE, BY OTHERSI P AIR SPACE MINIMUM 2x4 ROOF PERIMETER RAIL ADO -ON SAVE -PER CONSTRUCTION MANUAL Nr • 7 VENTCD SOFFIT // s CXT...CA--. �• SEE APPROVED STRUCTURAL PACKAGE FOR WALL CONST. 2 AIR SPACE DETAIL P8 SCALE: NTS 1➢LR� SHEARWALL SPECIFIC INFORMATION: OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAIL(S) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT NVALL SECTION). THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERSI TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOAD5 THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANE134 THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRCCTL7 TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO POUNDATTON/GROUNO TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER (ON -SITE, BY OTHERS!. OF FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE (3) FLOOR JOISTS LOCATED BELOW THE SHeARWALL ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. NOTES: IWc� °OFF FRAME UNITS THE FACTORY TRANSPORTATION CARRIER IS 1. ALL STEEL MUST COMPLY WITH ASTM A-36 (36 KSI MINIMUM). REMOVBO FROM THE STRUCTURE DURING THE 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 BUILDING'S INSTALLATION. 3. FOR FOUNDATION SPECIFICS, REFER TD THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS. "ON FRAME UNIT°. THE FACTORY TRANSPORTATION CARRIER IS LEFT ATTACHED TO THE STRUCTURE AND 19 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION FOR INSTALLATION INTO TREATED LUMBER. OF THE BUILOING/STRUCTURE. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE 15 ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REOID OVER AREA BELOW THE BUILDING OR STRUCTURE (ON -SITE, BY OTHCRSI. THIS VAPOR BARRIER 1S REOUIRED BY JACOBSEN HOMES ReGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. I ONSTRUCTION SPECIFICATIONS..,:' .. e RAMS T OTAL NUMBER OF AXLES: b MIN. NUMBER OP BRAKE A..: BRAKE AXLE MIN. FLOOR .T. I.. S P /] OR OPEN OOR M.UI.ATH)N: CRASSIB 1-BEAM H.I.HT: 12 HITCH TTPG REMOVABLE OR OECKINO: IBIS]. 035 OR PLYWOOD FLOOR CO-U..; 1.1-1LG/CARPEJA FLOOR JOIST SPACING: tfi OC, PORCH JDI.TD. HA PORCH oeCKING NA ExTeRIOR • OOO wesx. IPP 1] BOTTOMM PLATE ieRT1 •. SPP .] WINDOWS: KI.RO .1.. BERIEs WALL INSULATION. R-1. TOP PLATE(EXT1 ... SPP •1 E.T. SHEPTHLYG. TAB• APA OR TBCO RATED EXT. Do- -STEEL - PO.uf CORE MT. DOORS HOLLOW CORE (SOLID OR W/ GCA551 R EXT. WALL (FINISH: LAPISYMOODMARDI. RTP] ROOFING. 9NINGLGB OR METAL ITYPJ CG0.mG. TG%TURGD V2• GYPSUM (TYP] ROOF INSULATION R-BO SHUTTERS NOT STRUCTURAL (OPT] ROOF SNEATHINH TDB- APA RATED TRUSBGS, LIST- I-0.) TRUSS TRUSS SPACO I. O.C. UNIYERBAL FORGET PRODUCTS IRETYRN AIR INCONDITIONED SPACE) A/C TYPE N -ER TO ENERGY CALCB Rt SEER Rele. TO ENERGY CALCB I.E.p0 • OP RIGOR DROPS. NGT TYPE REFER TO ENERGY GLOB NIT TYPE REFER TO ENERGY CPLC. RGTIIRN O • CPR DROP& O uMDU 0 OATHSan • OF A...sal LG LAve: • MEDICINE CAD. W/ NNR.. -OR HEATERS, 1 • OF srA,ro4rto LAvs D • aF AeeessmLe wnreR c Qsers O r MeotclNe cwesIwMln.oxs o wwren HE reR sae: ro CTRIC nreR Tyra ELECTRIC THESE DETAIL. AND PLAN. Me CCNl'.ENTIµ Me PRCPRIETMT MATERIALS. THE CONTENTS OF THIS DR/.VNNO PACKAGE CONTAIN CO 10-AL AND/OR FRlw EGCD INFORMATION. MY UNAUTHORIZED U , COPYING, DISCLOSURe, OR DISTRIBUTON OF THIS PACKAGE, OR MY OF THE CONTENTS CONTAINED THEREIN, IB STRICTLY PION IBIrED BY JACbRSeN HoHRe AND MAY Be Nv.AWFVL THE.. MATERIALS Me PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT Be SCANNED. COPIED, OR OTHERWISE REPIIODUCED AND/OR DISTRIBUTED TO OTHER. FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THI. DRAWING PACKAGE AND ALL ITS CONTENT. Me THE EXCLUSIVE PROPERTY OF -01- MORASS. ALL RIGHTS RESERVED. COPYRIGHT 2009 REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR PASTENING 3 ROOF SHEATHING P8 SCALE: NTS No 63801C is is_ _ < o S�0NA 1 ' 12/9/2009 I AREA RESERVMF.OR LISTING AGENCY APPROVAL STAMPS k praver c C.YOUNG coxvwrnax w "\ 4�tOCICetI M.T./N.T. DmvAWT. _.- HO MPN tiawxwHLv' O D3YB' ~ ' I1/13/2008 w P , rp 12/11/09 NO Scales" ins^ . r-o" INC. www� HD �. his document does not authorize OT HS7 FEW MFT-6B-MOD-466 ' x d.vimion or deviations from the - - of applicable Stets L81.18. _ g OF 12 # • COMPLIBS W/ 2007 FLORIDA RES CODE RR YEC E p ex>:` ' IMPLODING ALL 2009 6 GLITCH SU, PL " DWS. 140 MPH?. H1liadel. MOD-4ee COPTRiGHT © 2009, JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED. G SUPPLY C[RING R[GIST[R SUPPLY DUCT DIAMETER ;�__ 138 SUPPLY REGISTER 612E TRAN6PeR [RETURN AIRI GRILL6 6 TRANSFER DUCT IFOR BALANCED RETURN AIR 9TSTEMI see PMD B - I..CePT..N +l ALTERNATE' GRILL MAY BE INSTALLED THROUGH THE WALL IN LIEU OF THE CEILING AS SHOWN. RETURN CEILING REGISTER MICEM14,N4cyA,MK 4RO11F$: 1. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE, EXC ePT WHERE OTH RWISE SPECIFIED ON THE PLANS. 2 TERDOORS SHALL BB UNDERCUT 1 1ABOVE THE PINIONED FLOOR FOR RE TURN AIR NOTED PLANe 3. RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM NO] MINIMUM OF VENTILATION. 4. COMMERCIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 75 CFM MINIMUM OF VENTILATION. S. BATH VENT PANS SHALLB DUCTED TO TH EXTERIOR H BUILDING. a ee T IOR OF E 6. HVAC EQUIPMENT SHALL E EQUIPPED OUTSIDE FRESH Am AKE( PROVIDING 20 CFM FOR EACH OCCUPANTNT OR 50 CPM FOR EACHH WATER CLOSET AND/OR URINAL, WHICHEVER IS GREATER. THIS 15 REQUIRED TO Ima Be INSTALLED ON -SITE, BY OTHERS. T. A SERVICE RECEPTACLE SHALL BE INSTALLED WITHIN 291 OP THE HVAC EQUIPMENT (UNITI. THIS REWD RECEPTACLE IS REQUIRED TO Be INSTALLED ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL ALSO, BE BE INSTALLED AREQUIRED BY THE NEC OR OTHER APPLICABLE CODEI5); ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. MECOMM NOM: (C®mi uo): S. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL HAVE A MINIMUM R-VALUE OF R-6.0. 9. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING: SHALL HAVE A MINIMUM R-VALUE OP R-8.0 OR AS ALLOWED Ian BY TABLE 13-410.IA5C.2.2 [SEE TABLE NOTESI IN THE FL ENERGY CODE. 10. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL Be INSTALLED BY A LICENSED HVAC CONTRACTOR. BDa 11. ANY AIR HANDLER / RETURN AIR COMPARTMENTS SHALL BE MIRE STOPPED AND SEALED 1N ACCORDANCe WITH THE FBC, ON -SITE. BY OTHERS. t0A 12. OPT. FACTORY BUILT PIRePLACE5 INSTALLED IN ACCORDANCE v/ PMC. ----- �- Ell mo :11FT� 4-4 rI1C5-1.18—OII1 V O � 1 m1 III O RmI 1II /1\ 1 -0 I �2 • 10X6 I rl �1 A6U I II 6 OI 10X6 lox DINING R.A.G. DUCTS I 7DXp 38��1�11 12XB � 12X8 � R N 04-- ; 51'4SIR 61 �^1 22!4 12 .— — __ _ 443 — _ 11 12X8 12X8 cd 14 12X8 1 I 12X8 12X8 1 1 M 1 I ICI � I=I 1 1 BEDROOM #1 BEDROOM #2 II I u i LIVING ROOM 263 % Fr. 185 So. Fr. I 1 I 1 4" DUCT: 187 Eff err 6" DUCT: 623 8" DUCT: 949 NiY,AC L�i;°1rOUt M00466 [ DETAIL- MD v✓ws ME CONFNEN"AL AND PROPRIETMY.—A- DMWINO -0— CONTAIN CONFIDENTIAL ANO/Oa PRIVILEOEO 1, I.—ATION ANY UNAtITHORI2CD USE, CDPYINO, DI6CLOWR[, OR 019rniBUT10N OP TN19 PACKAGE, OR ANY OP TN[ CONTENTS CONTA,NEO tHERE1N. IB BTRIOTLY PROHIBITED BY JACDBSEN HOMER AND MAY BE UNIAWFUL THERE MATERIALS Me vROVIDED TO THE RECIPIENT POP SPECIFIC PURPOBe. OIAY AND SHALL NOT BE SCANN2D8 COMED, GR OTHERWISe R[PRODUCEO AND/OR DISTRIBUTED TO DINERS FOR ANY PURPOSE WIT'NOUT EXPRESS WRITTEN AUTHORIYATION FROM JACOBSEN HOUEB THIS DRAWING PACKAGE AND ALL ITS CONTENTS ME THE EXCLUGWE PROPERTY DP JA -IN NOM[e. ALL AIOHTB REBEMEO. COPTRIGNT 2000 M*MIMMIM IMQUW" EQuomow Sp9m: 1, PROGRAMMABLE THERMOSTAT IS RMdUIRED TO BE INSTALLED. 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS. IN ALL CASES, THE MINIMUM EQUIPMENT SPECIFIED SHALL BE INSTALLED. 703. FAILURE TO INSTALL HEATING OR COOLING EQUIPMENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING (REFER TO APPLICATION ENGINEERING FOR HEATING AND COOLING AND THE FLORIDA ENEROT nIN CALCULATIONS - ATTACHMENTSI MAY RESULT IN AN UNBALANCED DUCT SYSTEM. • s MOD- 466 JACOBSEN HOMES MCP-1999-466* (D 11-13-09 AREA RESEINED+OR LISTING AGENCY APPROVAL STAMPS 11Ypt C.YOUNG VF—L) by•+DN .e.e M.T./N.T. H. m NHA iIA512009 rr, 12//1INC. 1/09 r10 srnr€.. 3/16R , fi.OR JOI ■ /1_ C 0 P�® HOwQ6N o MPT-68-MCD-468 his document does not authorin or deviation or deviations from the t�iRtf 1�Qpp '� I of applicable State Laws. �lII ■ > COMPLIE9 W/ ROOT FLORIDA, RES. CODe �9T� A INCLUDING=ALL 2009 6 GLITCH SUPPI _ F"•^Ma 140 '41 �iiOS: MODT46 COPYRIGHT C 2009, JACOBSEN HOME., SAPeTY HARBOR, FLORIDA, ALL RIGHTS RESERVED. H in WARNING: INSTALLING A MODULAR STRUCTUMMUILDING CAN Be EXTREMELY DANGEROUS. ONLY OUALIPIEO PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE NEVER ATTEMPT INSTALLATION IF YOU ARE NOT QUALIFIED OR 00 NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CAUTION: MODULAN BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS VERY IMPORTANT THAT ALL PERSONNEL, ON TNC JOB SITE Be QUALIFIEO AND PROPERLY/ADEQUATELY TRAINED. A CERTIFIED BUILDING CONTRACTOR 1. REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS. THE CONTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. MOD-466 e• GE rNA% eYAPGGEERED 1101 i0 G.10e "a" A , o TE XrtE IxAr]BE meTALL[o AT UP Ta A 11A1- "e 1. eo 0 9" wA°LAL AxD m Morro ew w P. cnr ..awu r0R aARmi Y io 1.. .1 a�iLS0.0. ueR THI..ser aT PnM9L0ile0uGeo wi ]�li EAOR1. -AU. FDNNDATm Ox-BITE, BT orH 1 .0 mR RWI LEGO 0 FDlmownoN oN-Brte, BY orNen eNOwX eur Rrnen r '0aY woad ear ron areann oavAii ee sreuw.Ll- neRe, eraaTAsa'"eti. oven rB NBreI B" -T AL YYP. HINGED TRUSS DETAIL (NOT REOV ON NON -HINGED ROOF SECT[1111 1 SECTION DETAIL P10 SCALE: 1/4" = 1'-0" Z11Lnaxr AxD TD AG, Rev eox eerlox To vr•, DiaieAMsea`Euac `LENGTH .1 1 (AND oR 'aue Is .... seW.lxo R_cm`leereKi: nxe Be Tse:le�u"�roTlaPnem Aiwasi ru:e T� ��Tmno�eLxA exoNULa, .xe cewxaL a ,re, er Orxexa MATING LINEISI CONNECTIONISI MATING LINEISI CONNECTIONISI 4 ISOMETRIC DETAIL s SECTION DETAIL P10 SCALE: N.T.S. P10 SCALE: N.T.S. DESIGNED WITH SPF LUMBER SHEARWALL DESIGN SPECIFICATIONS ft F 4,r�� 6N�8HEARi SI_ _ ?. ,pPAlTEGO R rw SHEATHING = SHEATHING 'I- FASTENER•- :TYPE SHEATHING FASTENER LENGTH ININJ SHEATHING'S FASTENER MAXIMUN.6PALM0 'fEDGM.ONLY=NOTE fit _ 'WALL TO WALL -WALL TO FLOOR: b. WALL 7Rs�C!#1E7t - ' FASTENER `" ,; F4Tl'NCR SP W.94 PLF SHEATHED ONE SIDE ONLY 16 GAUGE STAPLE 1.675 IN 6 IN. O.C. MAX 0.15Pz5 V2' NAIL &524 IN. O.C.-MAX 264.04 PLF SHEATHED ONE SIDE ONLY 16 GAUGE STAPLE L675 IN 4 IN O.C. MAX 0.151Y 1/2' NAIL 5.745 Dl GO. MAX 555.88 PUP SHEATHED ONE SIDE ONLY 16 GAUGE STAPLE 1.675 IN 5 IN. OL MAX DUPO I/2• NAIL 4,162 IN. O.L. MAX 455.46 PLP SHEATHED ONE SIDE ONLY 16 GAUGE STAPLE IZ75 IN 2 IN OC. MAX - SEE NOTE 1 0.151-z Ill- NAIL 5545 IN. DO. MAX 216.12 PLF SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE 1.975 IN 6 IN. D.C. MAX. 0.151'i0 112- NAIL 6.954 IN. O.C. MAX. 327.1E PLP SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE 1.875 IN 4 IN O.C. MAX. O.UPRS 1/2- NAIL 4.656 IN. O.C. MAX 436.24 PLF SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE La79 IN 5 IN. O.C. MAX O.UPzS Ill' NAIL 5.477 IN. O.G. MAX 56152 PLP SHEATHED ONE SIDE ONLY 15 GAUGE STAPLE 1.875 IM 2 IN D.C. MAX. - SEE NOTE 1 0.131 z Ill' NAIL 2696 1N O.C. MAX WILLS PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE L875 IN 6 IN. D.C. MAX. 0.15fl 1/2- NAIL 6.72 IN. O.C. MAX. 584EB PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE 1.875 IN 4 IN O.C. MAX 0.15F:0 1/1' NAIL 3.944 IN. D.0 MAX. 516.6 PLF SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE 1.675 IN 5 IN. DC MAX 0154M3 1/1° NAIL Z936 IN O.C. MAX 654.56 PIP SHEATHED ONE SIDE ONLY 14 GAUGE STAPLE LB75 IM 1 IN O.C. MAX - SEE NOTE 1 Mnrd 1/2' NAIL nIB In O.C. MAX. 2917A PLF SHEATHED ONE SIDE ONLY O.U1 NAIL 2 IN 6 IN. D.0 MAX 0EVO 1/2- NAIL 5.191 I& O.C. MAX A415B PLP SHEATHED ONE SIDE ONLY 0.151 NAG. 2 1N 4 IN O.C. MAX. O.LYPxS Ill- NAIL 5.451 W. O.C. MAX 585.48 PLP SHEATHED ONE SIOE ONLY O.U1 MAD. 2 IN 3 IN. O.C. MAX O.UP,O 112R NAIL LB91 IN O.C. MAX. 7461 PLP SHEATHED ONE SIDE ONLY 0.U1 NAIL 2 In 2 IN O.C. MAX - SEE NOTE 1 0.15PR5 1/2x NAIL 2.055 IN. O.C. MAX 71176 PLF SHEATHED TWO SIDES 16 GAUGE STAPLE LB75 IN 5 IN. Or- MAX OJ5PA 1/2P NAIL 2.131 IN, O.C. MAX 872.48 PLF SHEATHED TWO SIDES 15 GAUGE STAPLE 1.876 IN 5 IN. D.C. MAX D.UPRS 11P NAIL 1158 IN. O.0 MAX 1170.86 PLF SHEATHED TWO SIDES 0,101 NAIL 2 IN 5 IN. O.C. MAX 410R5 1/1• WOOD SCREW t625 IN Z. MAX 1492.4 PLP SHEATHED TWO SIDES 0.U1 NAIL 2 IN 2 DL OL. MAX - BEE NOTE 1 Al2K3 1/2P WOOD SCREW 1.608 IN. O.G MAIL NOTES FOR TABLE 10-1 I. SHEARWALLS WITH SHEATHING PASTENED 2^ DC, MAXIMUM REQUIRE DOUBLED STUDS AT ALL OSB EDGES/SEAMS AND AT ENDS OP WALL SEGMENTS. L WALL STUD SPACING IS 18. O.C. MAXIMUM 5. NO GLUE IS REQUIRED. SPECIFIED FASTENERS ONLY. 4. SHEATHING ON WALL 19 NOT REQUIRED TO BE CONTINUOUS ACROSS ANY CONNECTION (WALL TO WALL, WALL TO FLOOR, OR WALL TO CEILING TRUSS), 5. 0.120 NAILS OR 0.151^ NAILS NAY Be SUBSTITUTED FOR YAW STARES (16 GA OR 15 GAI FOR FASTENING SHEATHING TO FRAMING ON A ONE TO ONE BASIS OR AS SPECIFIED IN THE APPROVED CONSTRUCTION MANUAL OR FASTENER SUBSTITUTION SHEETS/TABLES. 6. SHEATHING FASTENING - ALL FIELD FASTENERS FOR SPECIFIED DESIGN SHEAR VALUES (PLF) ARE Y O.C. MAXIMUM SPACING TALL FASTENER TYPES). 7. FASTENER SPACING LISTED IN THE TABLE SHALL BE CONSIDERED AN AVERAGE SPACING. FASTENERS MAY EXCEED THIS SPACING, AS LONG AS, THE AVERAGE TAKEN FROM ALL FASTENERS IS EQUAL TO OR LESS THAN THE MAXIMUM SPACING ALLOWED IAPPLIES TO SHEATHING AND/OR WALL FASTENERSI. S. ALL HORIZONTAL BEANS ARE BLOCKED. S. VALUES TAKEN FROM MR-1539. 10. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS 19 1 V2• UNLESS OTHERWISE SPECIFIED IN THIS TABLE (WALL PASTENING ONLTL IL TABLE VALUES MAY BE INTERPOLATED. 1L ALL VALUES IN THE TABLE ARE BASED ON 3/8^ APA OR TECO RATED SHEATHING - GREATER SHEATHING THICKNESSES MAY BE SUBSTITUTED. 15. TABLE VALUES MULTIPLIED BY 0.82 POR 9PP AND 1.4 POR MKT). 14. TABLE VALUES ARE BASED ON SPP LUMBER PAU FRAMING) LUBG v xIR RATED 9xC A. TTHWO rABTENBD TO ROOF YM19B AIM I—v. , wr Au F _ � exx.- vENPT, 0. M ew�o LOOM A 1. HINGEG .He AERMENY sT.LL DN ALLMNEaEar,exB ANG w -EG - tlAcw2t[NTe TYP. HINGED TRUSS DETAIL 9P10�� INSECTION [DETAIL SCALE: 1/4" = 1'-0" ixS ATA s MD G l.; c LAG..E- A.NO, STAG 1 Inoa� poor Pen1NETeR u.n •••• eoxNeenon euirelEiv. ALL LTw:e oua erx,nG NLvuLTevexr, uwoa r.LLa Aw eealNaL RemurcD oxvTr, BY oTHena MATING LINEISI CONNECTIONISI 6 SECTION DETAIL P10 SCALE: N.T.S. HOUR-5002.5 • 7/8a TREADED ROD/ANCHOR BOLT HDUII-SDS2.6 , Y THREADED ROD/ANCHOR BOLT Y, x A x 5/1w MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR MATING LINE WALL THE ADJACENT WALL WIDTH (THICKNESS) MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THE SHEAR WALL THAT 15 ATTACHED TO THE ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH 8 PLAN VIEW P10 SCALE: N.T.S. ® InsT�i.ueo� B Pe z >• wa00 GORewe eAOn eme Dr OAP. axEA w o � 9TALLeD \ Ewa TYP. HINGED TRUSS DETAIL (NOT RE'D ON NON -HINGED ROOF SECTIONS) s SEOCTION DETAIL P10 SCALE: N.T.S. r wxr i� u I I _REP L sT"_ InP.I oec woriuoeD oxmlTe BY 0THE&B I c° r sree �LMxwo I a• NmA I I I OeEi tui oar°'mr x,xoN MA. INen61q.. Ev�L wcuo i uxoe�uYuexr. REO'D MATING LINEISI DRY-IN/FLASHING � PLAN VIEW P10 SCALE: N.T.S. O SIMPSON 1IDU8-5051.5 OR HIDU11-5D52.5 IFL. PRODUCT APPROVAL NUMBER - FL64821 FASTENED TO DOUBLE STUD MIN. (A) OR TO SINGLE STUD AT THE SIDEWALL OR MATING LINE WALL IBI PER THE MANUFACTURERS RECOMMENDATIONS. H DUB-SDS2.5 7180 LED HODU-S052.5 8195 L61 I5) FLOOR JOISTS (SSE OTHER DETAILS FOR JOIST SPECIPICSI BELOW SHEAR WALL AREA /jO , / STRAPS MAY Be USED IN LIEU OF THE BRACKETS SHOWN - SEE OTHER DETAILS END VIEWS SIDS VIEW SHEARWALL FASTENING TO JOISTS (FACTORY INSTALLEDI s SIDE/END VIEWS P10 SCALE: N.T.S. PLANS ME CON ENT1AL ANO PROPnmTMY 4ATERMLe. T OBAWINO PACKAGE CO TAIN CONFIDENTIAL AND/OR PRWILGDEO IMF N ANY URI NAUTHOS[O USE, COPWN& OIaCLOBUn[, OR D18TnmUnDN M Tx PACKAGE, OR MY OF TN CONTENT. CONTAINED THElIEK IB BT MD MAY IleMJ.WFIX n1 B [ UE YAlE.- ME _VIZ TO THE RECIPIENT FOP SPECIFIC P&RPOS[9 ONLY AND DHALL NOT BE SCANNED. COD, OR OTHERWISE MPR.OU.ED AND/OR DI.IPUBUTE. TO .-I. FOR ANY PURPOSE WITHOUT EXRRCBS WRITTEN AUTHORIZATION FROM JACOB.. HOMMTNB [ 9 E& THIS DRAWING PACKAGE AND ALL ITS CONTENYS E 1VE PROPERTY OF All. ALL RIGHTS MSBRVeD. Co-- 100E E N S No 6380 AREA RESERVED FOR'L'ISTING'AGENCY APPROVAL,STAMPS r 8�ra c.YDONG TaxaA.PNN LmL.c La.D.. �� g hBc4cad. M.T./N.T. VED BY a aP a "m NPn DramN�L �� 11/13/2008 12/11/09 a x�AM a., NO $cafe:: 5/16x . 11-0e pl ■Av1 JACOeBBN v C a MPT-BB-MOD efiB• - Ihi9 do cam eMdoeGnotoldhoriseor # deviation or deviations from the _ _ _ s T applicable Stele Law& 10; O F 1 -1, COMPLIES W/ 2007 FLORIDA RES CODE VJEC Exp C1 INCLUDING. ALL 2009 6 GLITCH SUPPL �] ��]1/L/S 140 MPti )<Apclek. MOD-h0G`, WI COPYRIGHT 0 2009,JACOBSEN HOMES, SAFETY HARBOR, FLORIDA, ALL RIGHTS RESERVED. F 01k PIAN SH M9fA RVAMON: -_ MODEL NUMSeR: MOD-466 DESIGN WIND PRESSURES IDWP1: INTERIOR ZONE: 34.737 PSP PLAN NUMBER: MFT-66-MOD-466 .03 PSF END ZONC: 52LM i 1 DESIGN WIND SPEED: 140 MPH 13 SEC, GUSTSI TOTAL EXPOSED 610EWALL/GAVE ARCH: HIS INCHES / 12.0 6.065 FEET MEAN ROOF HEIGHT 1MRNI: 15 FEET SIOEWALL TRIG. [TOTAL EXPOSED / 24O. 6- INCHES / 12.0 4.542 FEET EXPOSURE: C ROOF PITCH WITH SELECTED TRUSS. 455/ 12 WIND IMPORTANCE FACTOR: Iw • 10 ROOF ANGLE WITH SELECTED TRU55: IGSO5• 0CGREESI Buumng cmageFy: It MAXIMUM ALLOWED DESIGN ROOF ANGLE: 100(DCGRCCSI OR 4.37/ 12 JACOIBSEN INTERNAL PRESSURE COCPFICIeNT: OCpi - O.1B IEncleesdl HoHIGH VELOCITY HURRICANE ZONE, NO TOTAL DESIGN ROOF HEIGHT: fi6.425 INCHES / 12.0 • 5.555 FEET R 2 f o 1 FI4r °. v,l,a° y � D - e OTHER APPROVED: LISTED TRUSSES MAY Be RE BASED O IF E MAX. LOOP ANGLE. SPECIFIED ABOVE: IS NOT EXCEEDED. rmem nw A„O le wT D FDA rO ee YORm au¢ ea ueI. A o• u• T 1C ALL GALES CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MA%. ALLOWADLC DESIGN ROOF ANGLE, SPECIFIED AOOVC. rue eTln:crwe rue eern aFor beo.OR eTo ED On uer,LL,D bA aN, Nie Buui reRYAxexr w„en rvuxOA -ER% JAL.- HOYCa um Re THUG PARTY, 9HEARWALL MIN. SHEARWALL IN. SHCARWALL AwacvW. AOE-1 A,. mTH Tim weonrGer AxOAM E.-EA aF T1¢ eul:AuO -1 ae1ALL HEIGHT UNJ LENGTH LENGTH NOT ES,HELPReMwSleLe OR uANB rot THE 1- vealon eavexiuL rwortwUa:e - MINIMUM ALLOWABLE SHEARWALL LENGTH:108 / 54 C 30R57 INCHES / 12.0 2.571 FCT aF Txe ewexsrxunuxM aTRucTwAL coYFa.exre AND eTOTexa Feurue THeReT., - - - - WALL 1: WALL 2: WALL SECTION: 4B.]5 fNLHEB TOTAL TRIBUTARY SPAN: 11.9E FEET A WALL SECTION: 163.10 INCHES TAR" SPAN! TOTAL TRIBU AN: 2B Fee T a aN'Lv °iereo�a •AT WALL SECTION: S5.75 INCHES WALL SECTION: 0 :NC WALL SECTION: 55.75 INCHES CND ZONE DISTANCE 8.64 PEET W LL TO 0gE AOF • e Im wtts • ve• oe YAR erAc I WALL SECTION: O INCHES END ZONE DISTANCE: O PCCT w To u�5 �,weeW r�e WALL SECTION: 45.75 INCHES INTERIOR ZONE O[STANCe. 2.75 PCCT WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE 2B PEET K WALL SECTION: CINCHES Feel I 1 WALL SECTION: 0 INCHES r I Den WALL SECTION: O INCHES (PEET) B]OGWALL TRIO. IPSFI WALL SCCTION: O INCHES IPEETI SIDEWALL TRIO. (PSP) TOTAL LENGTH OF 1VALL: 209 INCHED DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OP WALL 163.25 INCHES DISTANCE x OR ROOF HT, x DWP LOAD IN POUNDS DIVIDED BY. / 12.000 INCHES WALL BND ZONE LOADS: 8.64 x 4.542 x 52.05 2041.807 POUNDS DIVIDED 5 . / 12.000 INCHES WALL CND ZONE LOADS. 0 4.542 z 5105 0 POUNDS TOTAL LENGTH OF WALL 17.417 rCTT WALL INTERIOR ZONE LOADS: 2.7E 4.041 x 54717 • 455.75B POUNDS TOTAL LENGTH OF WALL 15.604 rCCT WALL INTERIOR ZONC LOADS: 28 4.942 x 54.727 • 4416.441 POUNDS ROOF END ZONE LOADS: 8.64 8.53E 10 4]8.229 POUNDS I ROOF END ZONE LOAO3: O 6.535 10 0 POUNDS T4 ADD`T/•TRAN W ROOF INTERIOR ZONE LOADS: ,79 5.535 10 1526213 POUNDS To it 1RAlalernlRHFHI ROOF INTERIOR ZONE LOADS 2B 5.555 10 1549.8 POUNDS Dow p•Acmr TOTAL LOAD FOR SHEARWALL: IMODO01 POUNDS E „ M••-R ° TOTAL LOAD FOR SHEARWALL 8956.241 POUND; TOTAL LENGTH OF SHEARWALL• / 17.417 FEET TOTAL LENGTH OF SHEARWALL / 13.604 FEET • DESIGN SHEAR VALUE IDSVI: - 178Z31 PLP DESIGN SHEAR VALUE IDSVI: 408.665 PLF SHEARWALL HEIGHT: B FEET SHEARWALL HEIGHT: 9 FElT °R mm .D« OVERTURNING POINT LOAD I-AAB POUNDS 0z di1r Z. exDl exP a rP ArA M,RNe I¢T.T•r 41P,D.D.1 OVERTURNING POINT LOAD: 5947.OB5 POUNDS - - WALL - - 3. - - - 7,W AFA PR rE� AA - - - - WALL �'"' - - WALL SECTION: 136.6 INCHES TOTAL TRIBUTARY SPAN: HISS Feel °� enn WALL SECTION: 0 INCHES TOTAL TRI011TART SPAN: 0 FEET WALL SECTION: 11-75 INCHES WALL SECTION: O INCHES WALL SECTION: O INCHES END ZONE DISTANCE: 664 FEET W.., TO ux o.nrAu.avY „A a s >ra• oA wx-.-I WALL SECTION: O INCHEB END ZONE DISTANCE: 0 PEET WN'- ro r:mr.w,weeuJna rrsr, wau xor Ye WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: IA7 FEET I WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 FeeT WALL SECTION: O INCHES (reeTl WALL SECTION: O INCHES (POET] WALL SECTION- O INCHe9 IFeeTI 91DeWALL TRIG. IP9P) WALL SECTION: O INCHES treell S10CWALL TRIB. (P5PI TOTAL LENGTH OF WALL: 264BJ5 INCHES DISTANCE x OR ROOF HT. x DWP LOAD IN POUNDS TOTAL LENGTH OF WALL 0 INCHES DISTANCE A OR ROOF HT. x DWP • LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS: 8.64 4.641 x 52.05 2041.807 POUNDS : / M ED Y. D D by: 11.000 INCHES WALL END ZONE LOADS: 0 4.841 x 82.03 0 POUNDS TOTAL LONOTH OF WALL: 22.073 FEET WALL INTERIOR ZONE LOADS: 7.97 x 4.541 x 34.727 125T.- POUNDS TOTAL LENGTH OF WALL 0 FEET WALL INTERIOR ZONE LOADS: 0 x 4.542 x 34.727 0 FDUNOS ROOF END ZONE LOADS: 8.64 A 5.555 iD 478224 POUNDS ROOF END ZONE LOADS: O 5.555 10 0 POUNDS on Ix 11.T•A•W ROOF INTERIOR ZONE LOADS: 7.97 5.555 10 441.14 POUNDS I RTrv>unl ROOF INTERIOR ZONE LOADS: O 6.535 10 0 POUNDS - pRAcxer TOTAL LOAD FOR SHEARWALL: 421B.278 POUNDS le e0N11 p•uaer A OR AT• r - TOTAL LOAD FOR SHEARWALL 0 POUNDS TOTAL LENGTH OF SHEARWALL: / 22.075 FEET TOTAL LENGTH OP SHEARWALL / D PECT • DESIGN SHEAR VALUC IDSVI: 101.106 PLF DCSIGN SHEAR VALUE IDSVI: 0 PLP SHEARWALL HEIGHT: B PEET SHEARWALL HEIGHT: 0 FEET • OVERTURNING POINT LOAD: • 1719994 POUNDS OVERTURNING POINT LOAD: O POUNDS - - - - - WALL S.10 - - - - W,LL xPT „a - --F- - WALL 6: - - - ---- noT a WALL SeCTIOM 0 INCHES TOTAL TRIBUTARY SPAN: O PCET WALL SECTION: O INCHC6 TOTAL TRIBUTARY SPAN: 0 PEET WALL 9eCTIOM 0 INCHES W To rtoouwALucentxo rAST_ WALL SECTION: 0 INCHES w To rLaaRnVAweeluno rwST WALL SECTION: O INCHES END ZONE DISTANCE: O FEET WALL Nor U9 WALL SECTION: O INLHC6 CND ZONE OISTANCe: O FEET wALL xOT us WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: O PEET WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: 0 PEET WALL SECTION: O INCHES (FEET] I WALL SECTION: 0 INCHES (Peen WALL SECTION: D INCHES (FEET) SIOEWALL TRIB. IPSFI WALL SCCTION: O INCHES IPCETI 9IDEWALL TRIB- IPSFI TOTAL LENGTH OF WALL 0 INCHES DISTANCE x OR ROOF HT. CWP LOAD IN POUNDS TOTAL LGIOTH OF WALL O INCHES DISTANCE z OR ROOF HT. x DWP LOAD IN POUNDS DIVIDED BY: / 12.000 INCHES WALL END ZONE LOADS. O 4.542 x 52.05 O POUNDS DIVIDED BY; / 11000 INCHES WALL END ZONE LOADS 0 x 4.642 x 52.05 0 POUNDS TOTAL LENGTH OF WALL 0 PEET WALL INTERIOR ZONC LOA09: O 4.542 x 34.727 O POUNDS TOTAL LENGTH OF WALL: 0 FEET WALL INTERIOR ZONE LOADS 0 4.542 x 54.]27 O POUND; ROOF END ZONE LOADS: 0 5.535 10 0 POUNDS ROOF END ZONE LOADS 0 x D 36 /0 • 0 POUNDS un 15RArsermRAw ROOF INTERIOR ZONE LOADS. O IT5.555 x 10 O POUNDSXX_ ROOF INTERIOR ZONE LOADS D x 5.535 x 10 O POUNDS ¢-vow oRAuer ee eTAArnwq TOTAL LOAD FOR SHEARWALL: O POUNDS I e °Gen BRACRn OR erRAnwcl TOTAL LOAD FOR SHCARWALL • 0 POUNDS TOTAL LENGTH OF SHEARWALL/ O FEET TOTAL LENGTH OF SHEARWALL/ 0 FEET DESIGN SHEAR VALUE IDSVI: - O PLF wR DESIGN SHEAR VALUE IDSVI: 0 PLF SHEARWALL HEIGHT: O PEET p1 SHEARWALL HEIGHT: O FEET GaxO xu • eAcnxcrm' ° OVERT URN]NO POINT LOAD: O POUNDS dam „A� r xo rRNe a OVERTURNING POINT LOAD: 0 POUNDS - WALL, 7 - - - - - - - - NG Us WALLg - - - - - - W W,_ xeT Ua WALL SECTION O INCHES TOTAL TRIBUTARY SPAN: 0 FEET WALL SECTION 0 INCHES TOTAL TRIBUTARY SPAN: 0 PEET WALL SECTION: 0 INCHES WALL SECTION: 0 INCHES WALL SECTION: O INCHES END ZONE DISTANCE: O PeeT W LL To rteoxnxALOcertuo F,er, -NOT USEDWALL SECTION: 0 INCHe9 END ZONE DISTANCE: O FeeT To w L •JW wcelLLVa Fw4Y, 0G , WAIT xor Ip WALL SECTION; 0 INCHES INTERIOR ZONE DISTANCE: 0 PEET WALL SECTION, O INCHES INTERIOR ZONE DISTANCE: 01 EET WALL SECTION: O INCHES IPCETI WALL SECTION: 0 INCHES IPCETI WALL SECTION- 0 INCHES (FEETI SIDEWALL TRIB. (PSF] I WALL SECTION: 0 INCHES IFEETI 9IDEWALL TRIB. IPSFI TOTAL LENGTH OF WALL 0 INCHES DISTANCE x OR ROOF HT. A OWP LOAD IN POUNDS TOTAL LENGTH OF WALL O INCHES DISTANCE A OR ROOF HT. OWP LOAD IN POUNDS DIVIDED BY: / 11.000 INCHES WALL CND ZONE LOADS: O 4.542 A 52.05 O POUNDS DIV]OGD BY: / 1 ODO NCH 1 I CS WALL END ZONE - C LOA O 4 x O POUNDS TOTAL LENGTH OF WALL 0 FEET WALL INTERIOR 20NE LOADS: O 4.542 x 34.721 0 POUNDS TOTAL LENGTH OP WALL O FEET WALL INTERIOR ZONE LOADS: -2 O x fs42 x 94.717 4.72 0 POUNDS ROOF END ZONE LOADS: O x 6J535 z 10 0 POUNDS ROOF END ZONE LOADS: 0 x S.S35 x 10 • 0 POUNDS ROOF INTERIOR ZONE LOADS:. x 5-6 x 10 O POUNDS erniAAra1 ROOF INTERIOR ZONE LOADS. 0 x 5.515 x 10 • O POUNDS cvow O•ACKer m exwnw TOTAL LOAD FOR SHEARWALL: O POUNDS e-Dvrn 01A3Gf vR anAnrwl TOTAL LOAD FOR SHCARWALL O-POUNOD TOTAL LCNGTH OF SHEARWALL: / O FEET I TOTAL LENGTH OF SHEARWALL / O FEET R DESIGN SHEAR VALUE IDSVI: SHEARWALL HEIGHT: O PLF O FEET OC.MN SHEAR VALUE (OSVk 9HeARWALL HEIGHT: O PLF O reeT OVERTURNING POINT LOAD O POUNDS OVERTURNING POINT LOAM D: 0 POUNDS _ - - - - - - - - - - - - - - - - - REFER TO TABLE 10.1 FOR SFIHARWALL SWAiMNG / KE TABLE TOTAL MI NUMBeft OF -Cl:: D tlIN. HUMSCR OF BRAKE A%Lefl 1 EMIR' A'6F N. FLOOR JO[ - 2R10 BPF 11 PE ON FLOOR INBDLATION: R•2 LHSTa IbeMA HEIGHT: N• HITCH D2, TTPRG G MOVABLL FLOOR OGLKING: 065 OR PLYWOOD FLOOR COVERING: 4N FLOOR JOIST .PACING 16. OG PORCH JOISTS NAPORCH DECKING: NA �$••EARVif/i•L [[FEIGNSFfC'S: I A - 5203 PSP« a a to ME, c�' %s=0- C = 34727 PSP Y 1 jj �I DESIGN SHEAR VALUE 118552 PIF OVERTURNING PO C; 16O4.OB8 LBB [ { ' SLN* DESIGN SHEAR VALUC: O PLF OVERTURNING PORCH: O L59 1. .L E DESIGN SHEAR VALUE: 458,565 PLP j X S DESIGN SHEAR VALUE: O PLF £: OVERTURNING PORCC: 6 OVERTURNING FORCE: 5947.085 LBS ` 14 €- DESIGN SHEAR VALUE: 191.10E VLF OVERTURNING FORCE: i119.954 LBS -1, & 7 DESIGN SHEAR VALUE: ORQ P OVERTURNING FORCE u DCSIGN SHEAR VALUE:) 0PLPOVERTURNING FORCE: 0 LBS^L ' - DCSIGN SHEAR VALUE OVERTURNING FORCE: , DESIGN SPOOFICMIOHSx • b. {� j{€ 1. MIAN ROOF HDGN7 UA*Ib 15 FEET MAX[MUM / [ 2. FLOOR IM IOIIDD 40 PSP 0 { ).. J. ROOF IN! IGAD{ 4. BASIC WIND SPOM 19.7 PSF- 140 MPH (3 SEC. GUSTS) i€ •� J 1'• � 4 l� :�: i WIND M1PORrANC6 FAe[ORI iw 10 Building Category: II , • [ , { =1 �. 6. WIND IXPOSURA CATLGORYt C 1 7 IN1lRFUL PRESSURE c Off1llgNh GCpi 018 (enclosed) I9 ' s. Ar PT `;. aa 1 CSC LOAM ; �j� 6DESIGN WI . ON ND PRESSURESPRESSURESFOR COMPNLNrS UDp OAND CNO IPSFh PR . ROOF COMPONENT i CIMMMO LOAD] 1 I']) W ZONE 1 . 17.303 PSF-36.453 PSF Q f €EI ZONE 26J. 17.503 PSF-57.112 PSP ROOF OVERHANG. s v ZONE 2.-79.497 PSP .. � a r.A ZONE J.-90.387 PSP PW . WALL COMPONEW AND CIADD(NO LOADI WALL/ SIDING. 100 SQFr. fARM ff SI 3 ZONE6. 38.3 PSP -39.93 PSP tE'Y hI :4£ in a .4 N ZONES. 36.3 PSF -44.407 PSF €') £z ATMRS LOADH 9. DWGN WIND PPLSSIpO FOR 71p MAIN WIND PORm RGSISIINO Eiji ,'i SYS7IGIRS IMMORSI - SNNJIRWALW {2{ #1 �• A. 52.03 PSP (END ZONE OF WALLI `- B. 10 PSP (END ZONE OF ROOF] 1-{ C. 34.727 PSP (INT. ZONE OF WALL) €. If::; D• 10 PSF TINT. ZONE OF ROOF) I ` FLORMA z' Y I F � � �Yl�m Ulf OOm t101DlRN 2007 MC 8 WZ01 vaof D Gw W Qi��mm e€ W 'nC a 2099 A GLITCH WRI_ �. z=Q > NCNCR4 2008 NEC E€� to-:2. f wadtm� MEaAxrAL. p yS 2007FRC 0Yi 1 _ IRDIaMr 2007FRC "-w O • 3°. r7 _ uWQv2O &" .1. 4 FIA. RES. .. _ W EXTERIOR ENDS 1 2R6 OFF E5 BOTTOM PLATE EXTJ 2. 9- 115 WIND.- KINRO s760 SERIES WALL INSULATION R4! TOP PLATE6Ie%T.k 2R6 OFF 15 EMT. SHEATHING 'no -A OR TEED .1. CXT. OOCR. STEEL - FOAM CORE INT. OCORS: HOLLOW CORE Is- OR w/ COPSE] 0R GIR WALL (FINISH: LAP/BTUCCOMARDL "I ROOFING; SHINGLES OR METAL ITTPJ CCILINM TCXTJRCD 1/2• - Id 1TTPJ ROOF INSULAnON R•10 UTT SHCR6 Y NOT STRUCTURAL IDPTJ ROOM SHEATHING; 7AAPA RATED TRU59eS STE LID ILA - TRUBB TR....... IS O.C. UNWMSAL FORMT PRODUCTS ,uO „Fan ]RETURN AM W CCNOITIONED SP 0 a (ROPER ITC eNEPOY CALLS MIN OBCR REFER To ENMOY LALCB RISL'M O 1.Or RIOBR DROPS. O He- TYPE REFER TO -ROY CALCS UNIT TYPE, ROPER TO lNMGT -I- Rer11RN 0 1 Or RC- DROPS: O MEDICINE CADS W/ MIRRaR: 1 O WATER „ Rs 1 OF STANDARD wATGR CLOSETS: 1 NEDICWC CA55 W/ LIGHT: TM ZG GALLO ♦ OF sTANOARD uvs O 1 OF ACCe561BLG WATER CLOSETS: 0 R MIRRORS: O WATM H[ATM TYPE [LCGTRiCN Se DeTA1L5 AND PLANS Me --ENT- M. PROPIO TART 4ATORMLO. i CONTENTS OP TXIS DRAWING PACKAOe CONTAIN CONFIDENTIAL ANOroR MOLE- INFORMATION ANT UNAUTHORI22D U9e, COPYING, D19CL050RE, M 019TRIKITIDN Or THIS MKAGE. OR ANY OF THE CONTENTS CGNrAINEO THEREIN, IS STRICTLY PROH151re0 BY JAC06SEN HOMED AND MAT 5e UNAWPUL THESE UATERIALD Me PROVIDED TO THE RECIPIENT POP SPECIFIC PMFO5M ONLY AND SHALL NOT be RCMNIO, COPIED, OR OTHERWISE REPRODUCE AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM JACOBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS Me THe EXCLUSIVE PROPERTY OF JACOBbGN NOMeS, ALL RIGHTS ReSeRVOD, COPYRIGHT 2008 RESERVED-F.OR LIS11NGlAGENCY 'APPROWLL STgMi'S3 c.YourvG LOVED BY �xP• o 1a� M.T./N.T. rR Xb=- 11/13/2009 12/11 /09 R .�..d NO INC.m �a . I of this document does not authwlw or MFT-6B•MOO.4B6 pg' - ',A tents ofapplicable ar BwlnUoaaBrom tltG } l�■ y�Itf l�■ T PPII W Sut Laws. :A al ®PL PI� row°°Rire Ree• vW� COMPLIES' W/ 2007 PI.ORIDA RES. CODE aC <, e p urD iC. R ,INCLUDING ALL 2009 6 GLITCH SUPPL,' �WS - 140 MPE{ - MODEL::' MOD-4B,E, COPYRIGHT 0 2009, JACOBSON HOMES, 9APeTY HARBOR, FLORIOA ALL RIGHTS RESERVED. 1 EXTERIOR GLAZING PROTECTION IN WIND-BORNE DEBRIS REGIONS: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR SUPPLIED- WITH THIS BUILDING / STRUCTURE. ALL WIND-BORNE DEBRIS PROTECTION SHALL BE ON THE APPROVED STATE. OF FLORIDA PRODUCTS LIST AND THE LOCAL AUTHORITY MAY REQUIRE INSTALLATION BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. IF APPROVED EQUIPMENT IS NOT INSTALLED, FOLLOW THESE INSTRUCTIONS AND THESE MATERIAL SPECIFICATIONS: BUILDINOS/STRUCTURES THAT ARE INSTALLED IN WIND -BORN[ DEBRIS REGIONS SHALL HAVE PROVISIONS TO PROTECT THE ea FIGURE GLAZING IN WINDOWS AND GOTHIC REFER TO MOT REQ' D WHEN IMPACT RESISTANT WINDOWS ARE INSTALLED. THE CT THELm FIGURE 1609, FOR REGIONS REQUIRING THIS ADDITIONAL IP YOUR S CONTACT THE LOLL WILDING 0[PARTM[NT/BUILRIS OFFICIAL TO DETERMINE IF YOUR SPECIFIC AREA 19 LOCATED IN A WIND-BORNE DEBRIS REGION. THE REQUIRED PROTECTION FOR ALL BX-RI OWIND-I10RNE DEBRIS REGIONS - 110 MPH MAX. WIND SPEEDS (PER 1101.1.4 OF FBC): 1 7/I6° MIN. APA RATED SHEATHING FOR OPENING UP TO B FEET MAX THE SHCATHIN0 SHALL BE PRECUT GO THEY MAY Be ATTACHED TO THE FRAMING SURROUNDING THE OPINING CONTAINING THE PRODUCT WITN THE GLAZING. THE PANEL SHALL BE PRE- ORILLEO AS REQUIRED FOR ANCHORAGE METHOD. ATTACHMENT SHALL BE IN ACCORD- ANCE WITH TABLE 1609.1.4 OF THE FBC (SEE BELOW], WITH PERMANENT CORROSION RE515TANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT IMRH UP 55 FEET OR LESS 1150 MPH MAXIMUM WIND SPEEOL WIND-BORNE DEBRIS REGIONS WITH WIND SPEED IN EXCESS OF M. MP 50 MPH MAX.):O H 0 PROTECTION OF EXTERIOR GLAZING VI ED TO COMP DEBRIS REGIONS WITH WIND SPEED W EXCESS OF 1!O MPH SHALL BE PROVIDED TO COMPLY WITH THE PLORIDA aLtCODE CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/SUILOING OPPICIAL OR A'REGISTERED PROFESSIONAL CNGINEER FOR THE ReGUIReD PROTECTION PROCEDURES AND MATERIALS THE PROTECTION FOR EXTERIOR GLAZING MAY Be PROVIDED BY APA RATED SHEATHING INSTALLED OVER THE WINDOWS AND DOORS PER TABLE 12-I. SPECIFIED SHEATHING SHALL BE PRECUT AND PREPARED WITH ALL REQUIRED FASTENERS. WIND-BORNC DEBRIS PROTECTION Pq TCNiNG PLYWOOD AND PASTCNING TABLE TABLE 16D9 1 4 SCHEDULE MR WOOD STRUCTURAL PANELS TABLE 12-1 1- MPN IS 6 OUSTS) MAX - EXPOSURE C NIAX. "v- rARm+`ER r. FART FACWG UtU �� R • # to ieoPwx D ue� to to n R CvxE�• 1e Ie to ,e NOTES: 1. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED OF 100 MPH L MEAN ROOF HEISHT OF 50' OR MSS 1 PASMNERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL 5. • WHERE SCREWS AR B ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VIBRATION ANCHORS HAVING A 1500. WITHDRAWAL CAPACITY. JACOBSEN HOMES :. �,MxxurA. -„ ceNeeNm TN ;; � FL � 1 i i•�TnsR miciuo' Po-. ,eN.uue:. Dos• Lv tGNPeun wFA RATee H.Txc001.One SFw4 R rfuRl u � Des° Nr IOMuuu wEw RATED, rtYwOaD Iw OT NES: I THIS TABLE IS BASED ON A MARINUM WIND SPEED OF 160 MPH 6 MEAN ROOF HEIGHT OF 49 OR LESS. 1 USE 010 SCREWS W/ MINIMUM 2 V2° SCREW PENETRATION INTO BUILDING WALL PRANING. 1 FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL 4. WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VISRATION ANCHORS HAVING A 1SOOP WITHDRAWAL CAPACITY. O WIND-BORNE DEBRIS REGIONS WITH WIND SPEED IN EXCESS OF 150 MPH (MAXIMUM]: 3 PROTECTION OF EXTERIOR GLAZING IN WIND-BORNB DEBRIS REGIONS WITH WIND GPeeD I IN ek EEG OF 150 MPH SHALL BE PROVIDED TO COMPLY WITH THE FLORIDA ELILDINO COOP CHECK WITH YOUR LOCAL BUILDING OEPARTMCNTRSUILDING OPPICIALOR A RCGISTCRCO PROFESSIONAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS. PROTECTION OF EXTERIOR GLAZING IN WIND-BORNe DEBRIS REGIONS WITH WIND SPEED OF 150 MPH, BUT r/ AN EXPOSURE ORBATBR THAN C. SHALL ALSO BE PROVIDED PER THE = CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL OR A REGISTERED PROFESSIONAL ENGINEER MR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS. � £ T ILIWAYS ��l (j4 a I VERIFY 6UILDING DESIGN SPEC]FICATI 5 j1E)=.ORirRlid 3 ;TALiiTNG THe STRUCTURE INTO ANY WTNd AREA3R1=GSON f WHENEVER POSSIBLE, REMOVE THE MOUNTING SCREWS HOLDING THE WINDOW OR DOOR PRAMS TO THE EXTERIOR WALL PLACE THE REQUIRED PLYWOOD IS ZED PER TABLE 12-11 OVER THE WINDOW OR DOOR MD FAGTEM THE PLYWOOD ]AND PRAMING WHEN REOVI INTO THE WALL FRAMING THROUGH THE H WHERE YOU PREVIOUSLY REMOVED THE FASTENCRS. IF YOU CANNOT INSTALL The NEW SCREWS THROUGH THE WINDOW OR DOOR FLANGE, THE / WILL Be INSTALLED DIRECTLY THROUGH THE EXTERIOR 9101NG NATFRre INTO THE WALL MAXIMUM DEBRIS PROTCGT[ON FRAMING. IF THIS METHOD 15 USED, ONCE THE WIND-BORNe DEBRIS PROTECTION IS SIZE TV X B6• flBNOVED, THE HOLES IN THe SIDING SHALL BE SEALED WITH A SILICONE BASED CAULK / TO PREVENT WATER OHMAGE TO THE WALL SHEATHING BENEATH THE EXTERIOR SIDING. / r_ . GL DR. IN ALL CASES, WHEN THE WIND -BORN[ DEBRIS PROTECTION 15 REMOVED IT SHOULD BE STORED AWAY FOR FUTURE USE. EACH ENO OF EACH INTERMEDIATE HORIZONTAL 1 K 4 BRACE TO BE SECURED w/D 1110 R 4 1/2- SCREWS. TTPI A FAST n R Al � PASTFMPAC NO SING PBRATABIP 11-I >LTPILAL W�CDOW P-R / 7/10� 6TRUCTURAL sheATHING CUT To OVERLAP WINDOW FLANGE 2° ON ALL STUM 150 MPH MAXIMUM / 150 MPH MAXIMUM Se -Re ]/ISv BHeA OR USE .1. WOOD SCREWS AT M O.C. MAXIMUM SPACING [THIS INCLUDES SHEATHING BEAN LOCATED AT CENTER ] X 41 NAIL/BCR[W LENGTH 18 1 W4v - SEAMS IN THE PLYWOOD ALL OCCUR OVER FRAMING. - SCREWS TO BE INTO BUILDING TELL BB .1. WOOD SCREWS MIN. E TA LB I2-1 AND NOTES FOR VGTHI AND REQUIRED SPACING 150 MPH MAXIMUM MOD-466 REA RESERVEDiFOR LISTING AGENCY APPROVAL FED BY D�«� 12/11/09 11 FEET r, INC. uR dGDN,nBmaORD nDLRNntod,R T _ leviOBD of a,HN.nDIW MDR,1b ° I Bp0Ue5BiD SIAN LAW,. �RL-�� o< .COMPLIES W/2007 PLORIDA-RES CODE;. ;.INCLUDING ALL 2009 5: GLITCH SUPPL_ ❑❑❑ 4 •' 0 63802 z 2 - • .� '• '• 1ST R K I t v r ( p Q:�� . f —.� '�� q1► ,��/O°N � 12/9/2009 i.e i. 0 4 O , S� ipffi CD..TYROAD wIiEA 2HEN 1N R I C,YOUNO M.T./N.T. ��B' 11/13/2008 FGr� WIS.. 1'•0° .Sheet: �12 OF T. N jNEC ;F.' Expoewo: 0.�; NibdeF'" 140e'MPH MOD•46 THESE DETAILS AND PLANS ARE CC CENTRAL AND PROPRIBTART MATERIALS. THE CONTENTS OF THIS DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPTING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE, OR ANT OF THE CONTENTS MWAORD TN K IS BT111CTLY PR—IHIEO BT JACODSEN HOMER AND MAY OE UNLAWFUL THE.[ MATERIALS MC PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSED ONLY AND DHALL NOT BB SCANNED. COPIED.02 OTHERWISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN AUTHORIZATION PROM Jp OBSEN HOMES. THIS DRAWING PACKAGE AND ALL ITS CONTENTS ARE T e EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. COPYRIGHT 2008 COPYRIGHT 0 2009, JACOBSEN HOMED, SAFETY HARBOR FLORID& ALL RIGHTS RESERVED. JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 SET-UP MANUAL ADDENDUM JA;.(DBSEN 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. 2/18/08 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 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR QUAD UNITS IS THE SANE AS FOR THE MAIN UNIT (REFER TO SET-UP DETAILS). 30 CA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PEMMETER RAIL---" OR RIDGE BEAM ORDSS-SECTION 30 GA. GALV. STEEL STRIP 8- X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED T MIN) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 31Y X 5' LAG SCREWS 18 O.C. (ZONES 2 k 3) STAGGERED �— 30 GA. GALV. STEEL STRIP SECURED 1MTH 7/16- X 16 GA. STAPLES FULL PENETRATION INTO DECKING 2 " O.C. MAX. SPACING (TYP.) ��IIIi14N NOTES: ENGINW`' D , p� �,TIARA APPROVAL .......... Fp 1. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS �O ��,G, �0 9F0 REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). ENE8703571 JUN 1 5 -M STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2 SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY - INCE SHIPPED LOOSE AND INSTALLED ON STE AFTER ••. / - 1 L V THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % 0,�'•, /��: R� lll"`�� `a�eow[newnv+ro TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP %,� � OI Q •• �\ �� FROM ONE SECTION TO THE NEXT. NOnC E: ANA1 lftw . DATE: REV. LETTER: JACOBSEN HOMES THESE SPEOnCATKwS AND DRAVANGS ARE C.L.Y. 5-16-95 ORIGINAL. PROPRIETARY. AND OONFDLNTIAL DRAWING TTLE: M P.O. BOX 368 MATERIALS OF JACOBSEN MMAIFACTUPoHG ALT. ROOF ASSEMBLY SAFETY 1YdXS ARE PROVIDED TO HARBOR. FLORIDA 34695 � FCR SKCFX Pu+ M AND MISTBE DRAWING NUMBER: PHONE (813) 726-1138 1VT OONIDENRAL AID SEM IROM OTrM QUADADD2 2 75 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT � I DORMER I TRIPLE TRIPLE WIDE OR QUAD WIDE SECTIONS) MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO 70 SIDEWALL TIE -DOWNS MAXIMUM HEIGHT} ZM_2 ZONE_3 EXPOSURE 'C' 90' 56' EXPOSURE b' 39• 46' LONGITUDINAL TIES ONLY REOUIRED 0 EA HALF OUTSIDE BEAM IRIS END, EXCEPT FOR ZONE 3 EXP.'D' THEN 2 REMKO EA HALF (IE. OIX EA. BEAM, ETC...) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MAW 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 MADE TIE —DOWN REOUIREMENTS). 2 LONGITUDINAL TIES REQUIRED AT EACH HALF IRIS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA) ..r111111111111/E,. NOTES: ► ��?! r;SAIF E • `U�. '�,,� DAPIA APPROVAL G R 1. FOR QUAD SECTIONS. EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED ,' •Q� N0. FO '2 PPROVED BYE. INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE -DOWNS, RIDGE- EN 0357 =4�4 BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) JI M 1 5 IM S.6A'INC �., s' •.. .... � `�. caat�na�.ieRSArnsrANGVIoo JACOBSEN HOMES NOTICE: DRAWN BY: DAIS REV. LETTER: TNESE SPECN1uTIONS AND DRAWNGS ARE C.L.Y. 5-16-95 ORIGINAL, PROPRIETARY, AND CONIIDOITUL DRAWING TITLE: MA7MALS OF JACOBSEN MAIUFACIURINC P.O. BOX 368 W_ SUCH VAIERIIyS ARE PRONGED TO THE ADDENDUM —TNT. UNITS SAFETY HARBOR, FLORIDA U695 RECPENT FOR SKCnC PUIPOZ AID WSl BE DRAWING NUMBER: PHONE (813) 726-1138 ICPT CONFDE AX AND SECRET FRU OTIM QUADADDI NOTES: ADDENDUM EXTERIOR HEATING/COOLIVG DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF 8. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. /DUCT SUPPLY OR RETURN DOLING >SOVER 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. PROVED BY JUN 1 5 1995 INC JACOBSEN HOMES NOTICE: DRAWN BY DATE REV. LETTER TNESE SPEanunaes AND DRAWINGS ARE C.L.Y. 5=30-95 CRICNAL, PROPRIETARY. AND CONFI mn& DRAWING TITLE ANUFACTURING P.O. BOX 368 MATERIALS OF JACOBSEN MEXTERIOR A/C DUCT ff NG SUQR MATERIALS ARE FRONDED TO THE SAFETY HARBOR. FLORIDA 34695 RECMT FOR SPEFf1C PURPOSTS AID MT BE DRAM NG NUMBER PHONE (813) 726-1138 IVT CON1X)RTUL AND SECRET FROM OTHM AD—AC-0001 74 3 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 D1scONTI�,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) NOTES: JACOBSEN HOMES „❑ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAMNGS ARE ORIGINAL, PROPRIETARY. AND CCNIIDOITIAL MATERIALS OF JACOBSEN LIANUFACILFtING INC. SUCH MATERALS ARE PROY.DED TO THE KOMI FOR SPECIFIC RAPOSES M0 WIST BE IDPT CONFIDENTIAL MO SECI2T FROM OTHERS. APPROVED BY ONsi,Y - I N" Qp fARK'�1 AIO iAFE7T SiY01K6 DRAM BY: DAIS: 'c.L.Y. 9-28-55 W.H. VENT. SYS. I B AD—AC-0100 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: vn In n rlpuvp&. AP ROVED BY FEB 0 1 20M INC. JACOBSEN HOMES PV. BOX 368 SAFETY HARBOR.FLORIDA384695 IC THESE 9Eanuno S AND DRAW14CS ARE CRICTNAL. PROPMUARY. NM WFIOENIAL MAT1RIALS DF aACCGWN UkWFAOIURING NC. UKH 4AIEEIFALS ARE PROVIDED TO IHE PCCPIOTTKPT SSPECi1GTUL meSP AND mow oZISTPEEIHm DRAWN B� M.T. I DATE` 2-1-00 REV' "ITIR A DRAWING TIM. ZONE 1 INST. DRAWING NUMBER:PHONAD—Z1-0100 4 73 ZONE I TIE —DOWN PLACEMENT 1TIPICAI I -BEAM TIE -DOWN MAIN FRAME I -BEAM NOTE j1� - MAIN FRAME I -BEAM. END CENTER ISPISPNGSPSPCENTER CENTER ACI CENTER CENTER A G GAONG I A ISPACING1 DOUBLE WIDE TIE—DOWk PLACEMENT END CENTER CENTER CENTER CENTER CENTER END ^�•• .V .YHUI'1V JrHUIYN 7fH4114 TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM SEE NOTE f1-/0 -SEE NOTE /1-'/ MAIN FRAME I -BEAM MAIN FRAME I -BEAM ISPAJgNGI SPACING I SPACING JZA�D TRIPLE WIDE TIE -DOWN PLACEMENT ce C., co NOTES: ENpNEER t000I� DAPIA APPROVAL' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �`, )O: �ZIFIQ�91 , :. � APPROVED BY MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. V N0.0045484 ., �' • STATE OF w NFI v ,% L047I4KilON NOSAFLTT STMtbVWS JACOBSEN HOMES rTORSAND ''° i} °ATE` REV. LETTER: THESE sPEanunoNs AND DRAwncs ARE RR 10-31-95 ■ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING TIE —DOWN PLACEMENT ,I INC. SUCH YATERNLS ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34695 REOPmR FOR SF'EWC PtAPDSfS NO MUST BE DRAWING NUMBER - PHONE (813) 726-1138 IOPT COrfAfNTIAI AID SECIV FROM OTHM AD-Z1-0020 ADDENDUM MULTI —WIDE UNIT FLOOR FASTENING FLOOR JOIST 0.131' X 1 1/2' MIN. 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 IF GAP EXISTS BETWEEN FLOORS. 0.016" X 1 1/2' MIN. STEEL STRAP 048' O.C. MAX. SPACING 1 4" TO 3 4' GAP WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW: FOR GAPS IN FLOOR SYSTEMS INSTALL Mi00D SHIM AT ALL LAG TO 1/Z", INCREASE LAG LENGTH 1" LOCATIONS FOR LAG SCREW TO GO ' NDS01 AND FOR GAPS TO 3/4', INCREASE THROUGH AND TO KEEP CONNEC110N (ALL ZONES) LAG LENGTH 11/2'. TIGHT. (SEE NOTE 2) (ALL EJP06URES) 1L4D 7� EYPOSt>f1E 3/i• X 3 1/2' LAG SCREW 30 GA. STRAP FASIFTIED 11/ 7/16' X 19 CA. STAPLES MOO ZONE ExP06t1ttE YlIYUM HUIIBER OF FA51fliR5 REOUItTED a131' x 1 1/2' wuLs 7/1i• x 16 crT. sTAPLFs �M SPAc�tc YATatuY SPAONG 19' D.C. 4 1/4' 0.0 3 S 2 2 b' tTr a� 1 7/h' aC. b' 1 7 ' V tx' as 2' al: 'C 4 7 3 3 b' ti' nc 1 1/Y' nC. b' S a �� ETIolFER APPROVAL: DAPIA APPROVAL APPROVED BY 1. 1' YBl POfEtRA110N 6 REQUIRED ON STAPLES FOR Y91. 0.016' STRAP. ON L TL000 SNi610 8E RFPED FROM SPF p YRL OR BETTER. (r x 4 x GAP wotN w+. 9� Revised ay 242006 P11INC.' .!' Z3 ,O,( ose OR PLYU1000 MAY � USED F TFiG0E55 EQUALS GAP M®TTl-f• x 4' YQl � John C. LjO�n. P �. .�. ttx� MAX" SDETfAII LR]fili. y � n l�1�(� ER{�:fiY�Tln(�, FEDERAL NNIUFM.•iUREO NONE CONSTRUCTION AND saFETY STANDARDS 4: SEE OTHER 72 5 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 NOTES: 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131- X 3 1/2- MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). ' MARRIAGE LINE ]ISIM APPIMAL• DW APPROVAL• APPROVED BY Revised S v3 ab ;1111N ay 24,2006 John C. Doetlen, P.L.ON C . K.2 EnwrIrarsering. IFEDERIV NANUFACTIIRED NONE CdISTRURIM AND SAFELY STANDARDS JACOBSEN HOMES 1m vmm�TM",°ame mwm MiE WANWANer. M.T. °A 05-22-06 Lum FIXalmm P% Mo um cr �`mmm MMWACKM mim IIAL. M/W WALL FASTENING B'" P.O. eox 3se MG 3= K41m is Aw mown 101HE SAFETY HARBOR, FLORIDA 34695 WOO FN 9E[iC MyrM Mo AWE MWG MAID PHONE (613) 726-038 _ wl mfwarm" mm Fnm ones AD—FA-0010 6 71 ZONE I TIE —DOWNS MARRIAGE WALL OPENING TIE -DOWN 1 (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN SEE DETAIL - 'B' SINGLE WIDE TIE —DOWN DOUBLE WIDE TIE —DOWN NOTE` C SECTION MARRIAGE WALL SIMILAR TO I OPENING TIE -DOWN SINGLE WIDE AT OP (RONLY.EOPTIONAL�ATGS FRAME TIE -DOWN I OTHER LOCATIONS.) PULL DOWN TIGHT TO --/ GROUND ANCHOR DETAIL 'A' I NOTE: A & B SECTIONS SIMILAR TO DOUBLE I WIDE TIE -DOWN TRIPLE WIDE TIE —DOWN BUCKLE WITH 2O251 FY MINIMUM SEE DETAIL - 'A' SEE DETAIL - 'B' TIE -DOWN STRAP fSINGLE 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 (3iw LBS. MA)GMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM ZINK COATED STEEL STRAP, OR EQUAL WITH 315o4 CAPACITY MINIMUM) K 477,Sa UL.TlrVn-F L OA.o o4rACITy ��IIIf/ff NOTES: ENp F .p DAPIA APPROVAL: Off; •'''SIFIQ'' • 1. SEE DETAIL'S' PAGE Q AOR MARRIAGE WALL �:• ��T 2'•. APPROVcD BY OPENINGS GREATER THAN 49 INCHES. a V P To rir 6" 'I121 BUSA);S�r� •; 2 2, SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR P'�'+� OEG ANCHOR AND TIE -DOWN PLACEMENT. .- 3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN PIER CONSTRUCTION. '{ STATE OF '•. C/ • •°Rv.••''•\�`ti,•� F �",��u�E',�ras�Fmsrrwws BRED ENG..•• JACOBSEN HOMES THESE 5KC111CA IONS ANDD DRAVMGS ARE BY RR °A 10-31-95 REv ORIGINAL, PROPRIETARY, AND CONFOETITUAL DRAWING TITLE: MATMALS OF JACOM MANUFACTURING P.O. BOX 368 DIG SUCH MATEUS ARE PROVIDED TO THE ZONE I TIE -DOWNS SAFETY HARBOR, FLORIDA 34695 RECRNT FOR SPELfTC PURPOSES NO MUST BE DRAWING NUMBOZ PHONE (813) 726-1138 wT cm FwnAL A1O SECFU FROM OTIMM AD-Zl -0001 ADDENDUM MULTI —WIDE 3O'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 BACKS_ FOR TRIPLE WIDES FOR DOUBLE WIOES\ TRIPLE WDE ROOF LINE INSTALL LAG SCREWS I AT A 45' ANGLE �I STAGGERED � ROOF PERIMETER RAIL--v OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE 14) CROSS—SECTION NDS01 (ALL ZONES) (ALL E)POSURES) ROOF FASTENING CENTER LINE OR MATING LINE OF TRIPLE WOE UNITS —30 GA. GALV. STEEL STRIP 8' X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE YNND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION, EXCEPT FOR STAPLE HOLES.) PLAN VIEW 3/6` X 5" LAG SCREWS *.LAG SCREW SET BACKS (2 1/4" SMOOTH SHANK) FOR DOUBLE WIDES SEE CHART ON AD-FA-0001 .� FOR TRIPLE IMDES FOR MAXIMUM SPACING 21 4 234 14'T034'GAP FOR GAPS IN ROOF SYSTEMS J INSTALL WOOD SHIM AT ALL LAG TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE THROUGH NOTE 2) AND TO KEEP CONNECTION TIGHT. ( LAG LENGTH 1 1/27. REF CALC. PG. CROSS—SECTION (Wf GAP) C WA- 91.01- 91.07 L 2 I/C IOL PDREFFLITIDN NTO RECF *K MEYBER R Ff:QUfl£D FOR EAB SOMM 2. MOOD 9NBI5 TO. BE RFPED FROM SPF p UK OR BETTER r X C X GAP VAD1H MN. SO%) 063 OR PLY= MAY BE USED F THI=ESS EQUALS GAP OOD1 4' X 6' MRL SIZE) 3, SEE OTTER OETAAS FOR CO ELEIN ROOF MERECMIt 4, *0 NSTALING A LAG SXW RM A EM BEAK nW-DRILL A 3/r f1E"4CE HOLE 1fOi0UCH THE FIRST RIDGE BEAK SECOfID-DRILL A 1/4' HOLE THROUGH THE RECEINNO WCE BEAM FOR THE THREADED PORILOH OF LAG 91RE1L NSE DMS ARE FOR 3/6• LAIC SCIRM ONLY. S 10e MAMUY SFOML HEIGHT. S- -3to.6` John C. Doeden. Pl. K2. Engineernlg, Inc DAAA APPROVAL• APPROVED BY Revised INMay 24,20.06 1 INC. FEDERAL MANUFACTURED NOW CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES 1HiE me DRAlm Ar+E CE 'I`""' Dr.M.T. """ 05-22-08 P.O. Box 3w6 aRDNAL PKIPMAIFY. NO cawwEIT0n ""'°A"s"J"AILSAK'pomm ORATWfIG TITLE M/W ROOF FASTENING SAFt Y HARBOR, FLORIDA 34695 F,Nc alal wTFwMs ARE NIO1Cm 10 DE 10IK TIEtMM RDR 9BlIG FUIrm no OM BE DRAWNG NUMBER. PHONE (813) .726—IIW ITT Outman me mm PnoS_ordm AD—FA-0020 70 7 ADDENDUM MULTI=WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING 15# FELT UNDERLAYMENT (SEE AD-FA-0020 4 0 MULTI -WIDE ROOF LINE 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES I NOTES: BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE DAPIA APPROVAL PROVED BY 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 1 5 >g95 h.tiv.,f,�cTua�,caE INC 7Rc�w wo S•tLTT 61NOvf;O . DRAWN BY: C.L.Y. DATE: 6-5-95' LETTER- JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNCS ARE m ORIGINAL PROPRIETARY. AND CCNFIDENT4L DRAWING TITLE:P.O. BOX 368 MA704ALS OF JACOBSEN MAHUFAC11 UC M/W ROOF SEALING W_ SAW MATEUTS ARE PRONDED TO THE SAFETY HARBOR• FLORIDA 34695 RRECPfHT FOR SPECK MOSES AID WST BE DRAWING NUMBEJt PHONE (813) 726-1138 IQVT COHFMTUE AM SECRET 1101 OTHERS AD-FA-0025 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2, A B C 24' LARGE OPENING SEE NOTE 1 n n C) [ COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48'IN WIDTH. MULTI -WADE FLOOR SHOWN SEPERATED FOR CLARITY 24' [24'j V v V L24j' 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 BRACKETS TO BE INSTALLED A MAXIMUM OF f-0' (24') FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESGNS, INSTALL %JTITTTTTIII ill" ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL. .�`'.,��. C•_O�Fn NOTES: 1. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED. 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL. TIE -DOWN SPACING SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE DINER DETAILS). I INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-TO-0001 FOR ADDITIONAL REOUIREMENTS. JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 DAPIA APPROVAL• Q` �f lENE8703571 >�nvGr 5TA OF . C A Ml(6fl6tifiir+ TIE—DONM DEVIfES ARE CERTIFIED BY OTHERS NOTICE natwN ev THESE SPEOnCAPIONS AND DRAWNCS ARE OMQHAI• PROPRIETARY, AND OW10011AL MATERIALS OF JACOBSEN MANUFACT"C YIC M MATERMS ARE PROIADED TO THE RECPE1i1 FOR Vjyx RinsES AND NUST BE JUT COWDEHTUL AND SECRET" M 01NM C.L.Y. 1 6-1-95 TYP. MULTI -WIDE T/D A R AD-TD-0310 8 69' ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 24' F] SEE NOTE 1 rvw 11- 1.6," jl Vj Ml mw"" BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED). ALSO SEE NOTE I STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF Z-O' (24') FROM EACH END OF THE UNIT. Dq NOTES: EN PR O •, � DAPIA APPROVAL: 1. LARGE OPENING = ANY OPENING HIDER THAN MAX TE-DOWN SPACING ALLOWED._ EN`8703571 c ROVED BY 2. VERTICAL BE -DOWNS MAY EXCEED THE STANDARD OTICAL TIE -DOWN SPACI, R ,r- SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE r _- MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME ,�'•. /� ' �k..� JLW 1 5IM SPACING T( OTHER DHN) �.v:�,',, INC, 3. INSTALL FRAMETIES AT ALLff WRTICAL TIESEE DOLOCATIONS. film 4. SEE AD-TD-0001 FOR ADDI1IONAL REQUIREMENTS 1111►L ANCHOR BRACKET AND TIE —DOWN u;m mm DEVICES ARE CERTiFlFD BY OTHERS JACOBSEN HOMES N°77Ca THESE SPECFIGTIONS AND DRAWINGS ARE DRAWN BY: C.L.Y. DATE 5-31-95 REV. LETTER: P.O. BOX 368 m ORIGINAL. PROPKIM1, AND COMMA AL MATERIALS OF JACOBSEN MAIAAFACTURING we 9JCH MA1FRRS ARE PRONpm TO THE DRAWING TITLE TYP. SINGLE WIDE T/D SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECPEN T rC R SR�iC PURPOSES ADD MUSE BE KEPT CONDOIIIAL ANC SECRET FROM OTHERS DRAWING NUMBER AD—M-0300 ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP MII S (SET RECOMMENDED OVER EDGES - LOW SIDE. NOTES: 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) DAPIA APPROVAL: 1. 30 GA. GALV. STRIPS USED MAY BE HIND DEFLECTORS AP ROVED BY REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). Jl1N 1 5 1995 Inc Rp6 wA~ucruRm � �w�rowmsTNovDe JACOBSEN HOMES NONS AND THESE SPEOIi1CAnoNS AND DRANNIS ARE DRAWN BY: C.L.Y. DATE: 6-5-95 REV. LETTER: P.O. BOX 368 CLONAL. PROPMETARY. AND WWIDENTUL MATERALS OF JACOBSEN MANUFACM4NG DRAWING TITLE: M/W ROOF SEALING SAFETY HARBOR. FLORIDA 34695 W_ StMi MATERIALS ARE PROIDED To I RECP[NT FOR SPECFIC PURPOSES TURD MNsr BE DRAWING NUMBER PHONE (813) 726-1138 IQPT CWDORTRAL PM SECRET NROJ OTHERS AD-FA-0026 68 9 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. TNSTAI.T.ATTON: 1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2. BISPECI THE METAL FLASHING IN THE HEARTH AREA TO INSME THAT IT HAS BEEN INSTALLED (THIS 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 HOME) AND INSTALL FOLLOWING THESE STEPS: - A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSEMBLY. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 : 2' WOOD SCREWS. C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION VAIN A NON-COMBUSTABLE CAUIXING OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND TYP. HEARTH (MAY BE SHIPPED LOOSE) NOTES: TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING DAPIA 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, 2 8 1995 GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE JUN OF FIREPLACE SURROUND SHOWN ABOVE.) INAINC, FEINA1lk"FACTURFOHM coalwnvt Arm s+vm sTAatloll NOTICE DRANK BY:. DATE: REV. LETIM JACOBSEN HOMES THESE SPECDICATIONS AND DRAWNGS ARE C.L.Y. 6-16-95 O N MONAL. PROMETARY. AND CONFIDENTIAL DRAWING 71U*P.O. BOX 368 MATERIALS OF. IACOBSEN,MANUFACTURWG SHIP -LOOSE HEARTH WG RKH MATERLA S ARE PRONDED TO THE SAFETY HARBOR. FLORIDA 34695 RCNPENT FOR SP= PURPOSES NO MAT BE DRAWING NUMBER: PHONE (613) 726-1138 IFPT cO1 mTIAL NO SECRET FROM OERS AD-FP-0001 ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUMN 'W ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS Tr COLUMN 'C' COLUMN b' I 1 APPROVED EY SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b' _ r '" SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPIN FOR COL ' . INC. FED L MANUFACTURED HOME RUCTION AND SAFETY STN>1DA?OS HAR 0 3 1995 COLUMN 'E' 'P COLUMN - �COLUMN - ISEE TABLE FOR MAXIMUM SPAN FOR COLUMN Y _ MAXIMUM ALLOWABLE SPAN TYPE OF ANCHOItWG RECb (SEE AD-TD-0251, COLUMNS 'A', V. b' OR 'E' COLUMNS V OR 'G' COLUMN Y ADr71)-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-1D-0253) SEE NOTE 1 EXP. 'C' DIP. b' EXP. 'C' EXP. b' EXP. 'C' EXP. b' EXP. C' EXP. b' Ems. 'C' M. V W. 'C' EXP. b' 2 - 31501 ANCHORS 37'-4' 25'-6' 29'-4' 20'-4' 3Y-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' 1 - 3150/ ANCHOR 18'-6' 12'-tU 14'-7" 10'-3' 18'-6' 12'-10' 14'-7' 10'-3' 18'-6' 12-10 14'-7' 10'-3' 1 - 40001 ANCHOR 2S-8' 16'-4' 18'-7' IS-O' 23'-6' 16'-4' 18'-7' 13'-0' 23'-8' 16'-4' 18'-7' 13'-0' REF. CALCS. OT S: ENGI R . ,,. F� 'i'�i DAPIA APPROVA 0 3 y 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 No. wPPaO�� BY FOR SPECIFIC INFO. ON ANCHORS. 910334 = 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. aoa -o STATE OF ANC, '!,��'44t• DMA,.•' ' t Pawn s� JACOBSEN HOMES TIiESE SPECIFICATIONS DRAWKS ARE DRA Y M. T. DATE 2-9-99 REV LETTER ■ ORIONAL. PROPMETARY. AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS -OF JACOBSEN MANUFACTURING 184 WIDE COL. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 INC SUCH MATERALS ARE PROVIDED TO THE RECRE NF FOR SPECnC PDwM AND IAIST BE IEPT OONFIDE W AND SEata FROM OTIM DRAWING NUMBER - AD-TD-0254 10 ADDENDUM COLUMN TIE -DOWN APPLICATION MARRIAGE LINE OF MULTI -BADE FLOOR III 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 O THE WORKING LOAD O OF 4000 / MIN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. ATTACHED TO A ANCHOR (4000�) TTITIIIIII ENGINEER VVC _ r)n _ 1& DAPIA ,N.• GIST F�,�� F`��: No. ENB? Q -A' �.N JACOBSEN HOMES TMORS AM THESE SPECIFICATIONS AND DRANINCS ARE ffl=AI- PROPRIETARY. AND CCNFIDOFTIAL P.O. BOX 368 MATERIALS OF JACOBSEN YANUFACTUFdNC SAFETY HARBOR. FLORIDA 34695 DIG 9M UATEFU1S ARE PRO%= TO THE RECPEENI FOR 91ECRC AMW NO MAT BE PHONE (B13) 726-113B IDPT COIFDOFTIAL AHD SEW FROI OTHERS C.L.Y. ,PPROVED BYA,,- 0 oor 01510 N 14 INC. rtcenurwnaFeclul®Iaf - cvaTRUTauwsAF�Tr STNal+oa DATE 5-25-95 1 REV. LETTER. DRAMiNG TITLE. COL. TIE -DOWN APPL. AD-TO-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 REV ' SIR Z 5 20 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFELY STANOARUS SET-UP MANUAL ADDENDUM AD-FS-0001-A 66 11 TRUSS SHEATHING APPROVED BY NIP INC. FEDERAL MANUFACTUREO HOME OOtISiRUC110N AND SAFETY STANDARDS DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS — NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES I— SIOEWALL 3/8' MIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPUCABLE TO ALL SHEARWALLS) MARRIAGE WALL PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION. 3/8• SHEATHING TO BE IN5TALLED ON —SITE OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. WINDZONE III (110 MPH) (18' X 14 1/2• MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) ALLEXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL- 1. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16• X NOIGLUE` REO,IRmi ""E` E°` S AND '" D.C. APPROVED BY All ALL FRAMING MEMBERS INPMAT 1 INC. K 1w. FEDERAL MANUFACTURED HOME CONSTRl1CTM AND SAFETY STANDARDS JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: R.R. DATE: 4-27-98 REV. LETTER: ORIGINAL. PROPRIETARY, AND CONFIDENRAL DRAWING TITLE: - P.O. Box 36eRUSS MATE RIALS OF JAL085FN MANIIFACIURING INC.R91CH MATERIALS ARE PROVIDED TO THE SHEATHING SAFETY HARBOR, FLORIDA 34695 REcgrnr FEF+ sPE[�stC PursosYs AND Iusr BE DRAWING NUMBER: PHONE (813) 726-1138 KEPI CONnOINIIAL AND SERREI FROM OTHERS. AD-HR-0001 ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. MARRIAGE LINE OF MULTI-M.DE FLOOR III FLOOR VERTICAL TIE —DOWN TYPE 1, FINISH B. GRADE i STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING• FLAT STEEL. AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH0IR,NA (3150#) N A NOTES: R • .. F �., DAPIA APPROVAL: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. Q (N0. O Z PROVED BYp NE87 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING — - 1 5 10 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— JUN A11ON. F INCPROTECTION SHALL BE PROVIDED AT SHARP CORNERS Epp'., 6 4 �� ' �J WHERE THE ANCHORING SYSTEM REQUIRES THE USE '�, '�� '•.tiO1 . ' �C� �� M-AMFACMNo shi'm F94&M OF EXTERNAL STRAPS OR CABLES. NAl.•Ey��`��` JACOBSEN HOMES NOTICE THESE SPEanunONS AND DRAWINGS VRAMBY: C.L.Y. DATE: 5-25-95 REV. LETTER ORIGINAL, PROPRIETAK AND CORFlDO Ut MATERIALSrDG DRAWING TITLE: COL TIE —DOWN APPL.P.O. BOX 368 PR TO SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 RECPOR FOR SKCFX RRPOM AND WST IE IDPT crarFwTm MO SEm TROT min DRAWING NUMBER AD—TD-0252 12 65 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. 0 ANGLE SHOWN. 9 =—TIT _'I T I —TT-1 ~ 3Y ANC I=1 I I 111= ANCHORS INSTALLED 24' APART COLUMN STRAPS SEPERATE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LINE OF MULTI -WIDE ATTACHED ANCHORS ..,aluluua... VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. 35' ANGLE TO TWO (3t5O# EA.) /i DAPIA APPROVAL rf9 Q No. Fo''!1' ENE8703571 •*. Vice • AFF-:,C `ED BY fk, .� JL N 1 5 ,,Nl--1 ING PFDEIY�I wrasAClul®ICIE oaoTi,A:TaI Aro sAlErr rarcllq JACOBSEN HOMES NOTICE 7"'' THESE sKonCATIONS bRAAW BY: C.L.Y. DATE 5-31 —95 REV. LEM P.O. P.O. BOX 368 AND DRAMNGS ARE OtEGINAL PROPWETART. AND OONI1DE1171AL MATOWa OF JAC0MANUFACTIMIG DRAMING TITLE: TIE —DOWN APPL. SAFETY HARBOR, FLORIDA 34695 W_COL. SXM MAAIEALS IRE PROMM TO THE RECPOIT RR SPFf X RFWM AND WM K DRANING NUMBER: " PHONE (813) 726-1138 IVT CWWIIAI AID SEMa 1ROu OHM AD—TD-0251 NDSOI HINGED ROOF DETAIL 05TAIp OF TRAVEL TD RAISE ROMF FRO4 APPRDX 221/r. LFT MIGED ROOF SECTIOMM SYSRMIMY Will VEOMAL D AMS NO IMX THAN 12 FEET APART. LDrAX IF= PWIS WM 3r W ENO W ROOF SMiM AND AVW IF1NC ON 2 fW OF A V= IM H RIM RAIL HINGED ROOF IN SHIPPING POSITION m ED TRIG POST 10 mm KAK 6 W p FM KW POST TW RAI. •110XrroanSIMOR3-J8Xr am HINGED ROOF IN SET-UP POSITION REF. CALL. PG. C-RF- 223.0 - 223.6 NOTES: .i]�1 tm%R tK P"KUYAU UPM ArrKUYAL' APPROVED BY WAM RM ROW� SEN H LAW PO �K WM HM , � IQMG I = NTO POSITKK (�.b *� � Revised Jun 06,2006 sd C. Medan, PA. INC. X2 En ring, Inc: FFDFRAI YAMIFACTIIRFD HOMF CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES 1HESE TM M BRAU= AK DRAM BY.O.A. °A� 06-02-06 IV.`� a.a Box 368 OWKM. ITN+. AM aoN UMAL w709ALS OF 4MXBSDI MAKFACINMG DUlW Tn E- HINGED R OF TAIL A IMM SAFETY HARBOR, FLORIDA 34695 RIM RATMU ARE P� 10 IllW. IETifJR — 5� FW= AND NW K. DRANWG NLIIMIIE>z PHONE (B13) 726-1138 WT COFLB1NO SOU FIN 9MM 11AL AD—HR-0002 ®l 64 13 HINGED ROOF DETAIL UNDERLAYMENT TO BE GLUED 3' INN. CN BOTH SECTIONS OF NINGE ROOF. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERLAYMENT ANO AND A MIN. 4 1/Y 18DTH OF ROOFING CEMENT TO TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION. (THIS 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 OVERHANG FASCIA BOARDS AND SECURE KITH APPROVED BY 3-08 X 3' WOOD SCREWS EACH SIDE OF GAP. \ Revised ° IN Nov 30,2006 7rlNC. ° FEDERAL MANUFACTURED HOME \ _'Q pw• CONSTRUCrIGH AND SAFEW STANDARDS N� 1X BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS WINOZONE III (I10 MPH) ALL EXPOSURES NOTES: I. BRACE RAISED ROOF SECTION IN THE RAISED P0910 BEFORE SWUNG HRICED KING POSTS INTO POSITION. John C. Doedw PInC K2 Eng Q, JACOBSEN HOMES ram sKatluxnoa Am DRA*w ARE �� BY D.T. DATE 10-02-05 REV. UM ORWNJ. FROPRtfiAR>t. AM 0015108& DRAWNG RTM . MAIT7 M OF 4=11" MANUFACNRMr as-P.O RE "Dumb TO TwE HINGEDR DETAIL SAFETY HARBOR.BOR. FLORIDA m wal w0m s AFE OR1DA 34695 R[OF W FtIE 9M IU8O0 AID IM K DRAIM NUMBER: PHONE (613) 726-1138 Km ma mom mm SOm am ffrfm AD-HR-0003 '8' SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B' COLUMN 'C' COLUMN 'D' ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS •C' OR b r AFOR YAX SPAN FOR L 'E ffiE SEE TABLE FOR SPAN COSEE TAM, fCOLUMN 'E' COLUMN 'F COLUYIt 'G' SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN i XI MAMUM ALLOWABLE SPAN TYPE OF ANCHORINGREO'D (SEE AD-TD-0251, COLUMNS 'A", V. 'D' OR 'E' COLUMNS 'B' OR 'G' COLUMN T• AD-TD-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 •ZONE 3 AD-TD-0253) SEE NOTE 1 EXP. 'CEXP. 'D' EXP. 'C' EXP. `D' EXP. 'C' EXP. b' EXP. 'C' OF. 'o' EXP. 'c' EXP. 'D' Eli. 'C' EXP. 2 - 3150/ ANCHORS 43'-0" 29'-6" 3)'-9" 23'-7" 43'-0' 29'-6" 33'-9" 23'-7" 43'-0" 29'-6' 33'-9" 23'-7'• 1 - 3150/ .ANCHOR 21•-6' 14'-9" 16'-10" 11"-10" 21'-6" 14'-9" 16'-10" 11'-10" 21'-6" 14'-9" 16'-10" 11'-10" 1 - 4000/ ANCHOR27-3" 19'-9" 21'-5" 27-3' IB'-9' 21•-5" 15'-0" 27-3" 18'-9" 21'-5" 15'-0" NOTES: ENGINEER APPROVALDAPIA APPROVAL• APPROVED 81( ADDENDUM - . COLUMN TIE -DOWN APPLICATION f COLUMN 'A' COLUMN P135 , 14 63 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR !F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, IT MAY BE LENGTHENED BY USING A CRIUP SEAL W17H A WORKING LOAD OF 3150 POUNDS ro pF 4� DIACONAL FRAME TIE i, --- II ANCHORING EOUIPMENT -I I I I_ CAPABLE OF RESISTING -III-I THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) I I SEE OTHER DETAILS FOR ANCHOR ANGLE. I F APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) IF NEEDED, USE VERTICAL TIE -DOWN TYPE 1, FINISH B, GRADE 1 STEEL STRAPPINC 1 1/4' WADE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL AND SEALS. E` `��\N11 I1 N ttl lll�r�'r ,•� �. S T// NOTES: ` ` ,,�G E'^ c :;; n DAPIA APPROVAL 1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL '.Q FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT _� 910334 - SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. APPROVED BY TO 2 ANCHSHALL - ' STATE C REVISED HING AVEEAUIPMENT RESISTANCEOSED TO WEATHEATHERING R DE ERIOR- ATION. p� . A�� r , r1m. 1orz" 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS THE THE ��i Fs '••...��w ��N i USERADUS OFERE ETERNAL STRAPING S ORYSTEM CABLESE(SEEES CLIP). FFEDERAL%L JF o� JACOBSEN HOMES N0s AN If ARE THESE L PROCARDNS AND DRAM OHONAL PROPPoCTART, AND COef1DENTIAL DRAWN�Y: R.R. R DATE 10-05-96 REV. LETTER: DRAWWNC Tii1i: MEJED P.O. BOX 368 4ATMALS OF JACOOSEN INC. A1W YATEPoALS YNAIFACTIAMNC ARE PRONDTD TO THE ALT. TIE -DOWN APPL. SAFETY HARBOR, FLORIDA 34695 REOMT FOR SAEOFIC FtWMSEES Alm IAISI RE DRAWING NUMBER PHONE (813) 726-1138 . TUFT COWIDENRAL AMD SEOM FROM OTKn 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 ONE-PIECE SHINGLE UNDERLAYMENT o ..*".*,.*,.'.'.*.*.'.,.*.'.*.*../......I ................ 2' MIN. OVERLAP (TYP.) . . WWi c i I z o 6' MIN. TAR AS SHOWN . (APPLIED ON SITE) .... ...... .......... . . . . . . . . Lit :::::: +--1 .SEE NOT13A6-. z s �. .... —E I j I l± l.«.. -� 1-1 3' MIN. I I 1 I SEE DETAIL A P= p I I iI 1 r I I I I I I,',•, _ r— I o I f I r 1 r I r'l tz 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 LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES. DETAIL A WINDZONE III (110 MPH) ALL EXPOSURES NOTES: — n vnv.r 1. CEMENTING OF 15# FELT 1S NOT REQUIRED IN ANY AREA EXCEPT WHERE ?NOTED. 2. FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL A PROVED BY SHINGLES ARE INSTALLED.). 3. EXTEND THE FIRST LAYER OF ON SITE 15E 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 R114 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS- AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT),OOF. I I V C. AD-HR-ODOZ AD-HR-0003, AND AD- IR-0004. FEDE IAL MANUFACTURED HOME CON TRUCIIONAND SAFETY STANDARUS NOTICE DRAWN BY: DATE REV, LET TER'JACOBSEN HOMES MM SPEawG MIS AND MAMNCS ME M.T. 9-20-03 MA � OF � Yea � g DRAWING TITLE SHINGLE AND UNDERLAYMENT — P.O. BOX 368 W. slat MA�� ME PROylOm TD 1BE APPLICATION ON HINGED SECTION _ PHONHEE (81O3) 726 1138 95 0WIT WF ff pRAVNG NUMBER:AD-HR-0005 62 wl PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4" SCREWS, 6-1/2" O.C. f AX 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) NDSOI NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERIAYMENT AND SHINGLES. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL YIANDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. cALCS' CRC-167.01-167.02 1rEER APPROVAL DAP1A APPROVAL - APPROVED BY Revised 04IN INC . 2006 John 0. Dorad 11, P.E. FEDERAL MANMFAaU P71 ERC�EnFJdfHf1p, IriG CONSTRUCTION AMD SAFETY STANDARDS L I JACOBSEN HOMES P.O. Box 368 OR; FLORIDA 69S SAFETY PHONE Nonce THESE sPEaFtcAnoTs AND IMTAYOICS AIK DRIONAL. PROPRIETARY. AND CO DDITIAL w1QaAIS a .rICCBSEtT I+ANur+cnwwc Int 9" MATT U AIE PROVIDED W TIE RCPDQ MRSPECMM AND AK IA,.N UT: O.A. �1�IL 06-06-06 NLY. ttlltN: A Gm DRAWING ATLE: PEAK INSTALLATION DETAILS DRAWING N WBM' AD—HR-0006 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) FLOOR CRIMP SEAL (3150# WORKING LOAD) H VERTICAL TIE -DOWN ��<rw TYPE T, FINISH B.W �4� GRADE 1 STEEL STRAPPING .�,'`• 1 1/4• WADE k 0.035" � %F IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD O SPECIFICATION D3953-91. 0 STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP I I III —III —III RADIUS CUP MUST BE INSTALLED ON I- I -I I El I I- ALL TIE -DOWN ANCHOR BRACKETS. ANCHORING EQUIPMENT -III III - III - I I (INSTALLTO FABRICATE RADIUS CUP BY PLACING A STRAIGHT 3* LENGTH OF CAPABLE OF RESISTING _-III-I I I —III— 1 1/4' X 0.035' TIE -DOWN STRAP THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING REQUIRED ON THE TIE -DOWN SPACING TO FORM THE CONFIGURATION SHOWN.) TABLES (SEE OTHER III —III-I RADIUS CUP MUST BE INSTALLED TO PROTECT DETAILS FOR TABLES) I—_ III —III— THE TIE -DOWN STRAP FROM THE BRACKET EDGES. SEE OTHER DETAILS I I I -I I I -I I I . I I IN THETHE BRACKET FOR ANCHOR ANGLE. ON TOP OF• THE RADIUS CUP. .III '' ````A11u n u 11 TTUAAA�� .�`��`Z`? S'T00F4 OVANO •.•V ', DAPIA APPROVAL: NOTES: 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME = ENES70357 PROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL =�N A ��- - BY AND INSTALLED BY OTHERS- ON SITE. - TA: F/ F 5 19 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O •••. / Y4 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- '.�c�•.dVol A • ?�� IN(1 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 'ATION.'��s�0�1AL11 t1,�N``FEDIAA �.•v WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR 8RACii AN0 TIE -DOWN OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED 8Y OIHERS NOTICE: DRAWN BY: DATE fV. LETTER JACOBSEN HOMES THESE SPEOFICAMNS AND DRAVANM ARE C.L.Y. 5-31-95 C MOL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: n m P.O. BOX 368 RATERMS OF JACOM YLNG SUCH ANUFAtTUONG ALT. TIE —DOWN APPL. /H` MAXIMSARE PRONDED 70 THE SAFETY HARBOR. FLORIDA 34695 RECPD9 Fat SPECnC PAWS MID WSI BE DRAWING NUMBER PHONE (813) 726-1138 107 COWMIUL AID SEOST rnoM OTHER& AD-TD-0200 16 61 -PORCH ANCHORING DOUBLE HEADED 3,1! NOTES: 1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING X .035" TIE —DOWN STRAP JOUS AROUND STRAP 'BLOCKS. WINDZONE III EXPOSURE C (110 MPH) 20 PSF ROOF 10 PSF D.L. REF.;CALLS .` c- ;Vq IOR,01 - ENGIWFR")qi,R0VAU ].'DAPIA APPROVAL PPROVED BY INC IEDERAL MANUFACTURED HOME NSTRUC]IONANDSAFETY STANDARDS Wrc ii I A102. NOTIC& DRAWN BY. DATE:- REX LETTER: H Q JACOBSEN HOMES THESE iPECMATIONS AND DRAVANGS ARE M. T. 12-13-03 ORIONAL. PROPRIETARY. AND CONFIDENTIAL DRAWING 71U: MATERIALS OF JACOBSEN MANUFACTURNG PORCH ANCHORING P.O. BOX 368 W_ SUOI MATERIALS ARE PROI�M TO TW SAFETY HARBOR. FLORIDA 34695 WW FCR SPECK "'I'M NO MUST BE DRAWING NUMBER: Rd PHONE (727) 726-1138 KEPT CMDENTIAL AND C.E',%FT TRIM OTHM AD-TD-0112 SHINGLE ZUNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE - 6 FASTENER METHOD) AND CAP INSTALLED 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 - TOP COURSE(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN. SHINGLE INSTALLATION SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION INSTALL TOP 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. DAPIA ROVED BY AUG 01 04 INC. cmm clomSAFETY sfamm NOTIC& DRAWN BY. DATE: REV, LETTER- r= JACOBSEN HOMES Tic% spECMAWG AM ORAWIGS ARE M. T. 7-28-04 ORIMAL PRWRIETART. AND CQ*MTIAL DRAWING TITLE: MATERIALS or JACOBSEN MANUFACTURING P.O. BOX 368 W_ M MATERIALS ARE PR%M TO BE SHINGLEAiNDERLAYMENT INSTALLATION SAFETY HARBOR. FLORIDA 34695 JEOPIENT FOR SPEOFIC PJWM NO IMF BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT DON MI/L NO SECRET FROM OTHERSAD-HR-0007 60 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT D �- FASTEN TO FLOOR FRAING MEIM W/ STAPLE OR NAB. BANDING STRAP VRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING. ABE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE I OUTLET. WHERE TFIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8' DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END. ...J VIEW OF DRAIN PIPWG 1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. DAM APPROVAL 1� ON rl .T1;� c INC. F. JACOBSEN HOMES mESPECFICATTIOWSMODRAWIN=AX DRAWN BY. R•R. CA7� 7-17-97 REV. LETTER: CR1691AL PROPRt1ARY, AID CO16TDFNAAL DRATMC TITLE P.D. Box 368 MATERIALS OF J%DMSFAI MANILACTURMC PLUMBING SUPPORT X Nt SUCH VAIT3MAIS ARE PROMCD To at DRIVING NU1FdEA: SAFETY HARBOR, FLORIDA 34695 I¢t�EM FOt SIECM T�NPOSCS AM „W BE PHONE (813) 726-1138. I[EPI CORi10OrML AIA SL= =V DNn AD—PI-0001 CELING 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. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4- X .035- TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. WN IS A TRIPLE WIDE RAFTER, ) APPLCABLE TO STANDARD BLE WIDE TRUSSES. JD VIEW X .035' 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) 35' NOTES: ENGINEER APPROVAL: DAPIA APPROVAL: I. GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF. 47251 [3150 DESIGN LOAD] (SEE AD-TD-OODI (M-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.) 2. INSTALL A PER AT EA04 ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). �9 APPROVED BY 3. WHEN ShEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL NMI CROSS -MEMBER) NO TIE-DOYN STRAPS PIERS ARE REOUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONESAND _ www� ALL R ON 4. TIE-DOAN STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS John C. Doe(ien, P.E. r rPP 5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. �133 C. R. 22 I i 6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH OR C ','n FRATION SHEARWALL MAY BE USED. Goshen, IN 46526 aTaT,TucTia4NosAPrnsrwlMDs 7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIOINAL. PROPRIETARY, AND CONFIDENIAL u P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SAFETY HARBOR. FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE REOPDIr FOR SPEOFIC PURPa3S AHD MUST BE PHONE (813) 726-1138 ITPT COWWTIAL AND SECRET IRON opom DRAWN BY: R.R. DATE: 4-09-96 REV. LETTER: DRAWING E A .S/W CONFIG. TIE -DOWN DRAWING NUMBER: AO-TD-0111 18 59 ON SITE PITCHED ROOF DETAILS ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS COLL40 MAY BE FLAT OR SLOPED NOTES: 7-/7114 I. OROLND A.404MS TO BE RAYED FOR AN ULTWATE LOAD OF 47251 E3150 DESOfl LOAD] (SEE AD-10-C:DI'[TD-GENERAL NOTES) FOR NOTES ON CROUM AFH<.}HOR INSTALLATION.) 2. INSTA!L A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). 3. 'A1fEN S--EA"ALL IS LOCATED ABOVE A SOLID HEADER (FULL HSIOW CROSS-UNSFP.) KO TIE-DOMV STRAPS_ OR PIERS ARE REMED (ALL SHEARWALL CONF1t3JRAT10NS, ALL ZONES AND ALL 10PORM). 4. T1E-DOTN STRAP REOUIRED AT EACH END OF JOISTS, ALL DB RN CONFIOJRAT1oNs. 5. CEILING S4OVN FLAT -OPTC CATHEDRAL OR SLOPED CELINC MAY BE USFM. 6. FULL WIDTH SHEARWAL S ARE SHOMI IN THE DETAIL -ABOVE, HOWEVER, ANY LENGTH OR CONFIGURATION SHEARWALL MAY BE USED. SIDE VIEW 1 1/4 X .OW TIE -DOWN STRAP CONTIM JS ARLXJLM JMTS. END VIEW 350 PLF MAXWU SHEARWALL DES.'GY VALUE (PER WALL) 1 1/4' X .035' Tf-DOM STRAP CONT14UCJS ARCJND JOISTS. FGJ(�c®:{P�1iLOVAL- CAZ APPROVAL. [AP PAOVcD Blr'.� {E0EPALWWVFf4—. ! rys CSY/STAI.:iA>!tAti Sti':" F'Wx:�S JAQOBSEN HOMES >►� SPEOrICA1111o�LAND CRAWN BY: DRAWINGS ARE R R DATE 2-6-96 CRICNAL. PRCPRCFA.RY, AID COI,=!NDAL ORAYANG TITLE: � iIATER�ALS CF JACOBS9J YANUFACTUR.NG �P P.O. BOX 368 HNn �,,U,� ARE PROYM 10 THE DBL. S W CONFIG. TIE —DOWN [—' SAFETY HARBOR, FLORIDA 34695 FLOPF-41 FOR SWC PUTPOHS Am %fit EE DRAWNG NUMBER: PHONE (813) 726-1138 1(EPF CONFTDEWTIL AND SECUI rM OTHEIIS. AD—TD-0110 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 AO—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 E j � _ � _ _ (SITE INSTALLED) _ _ _ � FOR OVERHANGS SEE AD—PR-7003. FACTORY INSTALLED RAFTERS (CENTER SECTION) REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY J POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE F TYPICAL TRIPLE WIDE HOME REF. PG. IW-07-0011 WITH SITE INSTALLED PITCHED FOR FASTENING CENTER SECTION RAFTERS NOTES: DAPIA APPROVED BY Revised Oct 25,2007 AiINC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE DRAWN BY: DATE: REV. LETTER: Fl=n1ESE sI�ELyFTCATIDFIs AND oRAxFNcs ARE O.A. 10-24-07 Or4%Wl, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: D P.O. Box 368 MATIIOALS OF JACOBSEN MANUFACTURING ON SITE PITCHED ROOF DETAILS IVl SAFETY HARBOR, FLORIDA 34695 RRECRENT FOR SPEOiIC PURPOSES AND MUST BE ® PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET PROM OTHERS oRAYANc NUMBER: AD—PR-7001 58 19 ROOF. TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING WITH 7/16- X 1 1/2- X 16 GA; STAPLES (12) EACH SIDE OF MARRIAGE LINE TO EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE 11 11- MIN. SITE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING SEE NOTE /2 18' MIN MAY BE RIDGE BEAMS . (SEE NOTE i4) DECKING V0,11 CROSS-SECTION REF. PG. RC-07-0044 NDS01 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW VIITH 2-110 X 4 1/20 SCREWS AT EACH RAFTER END. STE RAFTER. INSTALLED SCREWTOTOH VE 1 1/44' PENETRATIWITH ON FACTORY INSTALLED 2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH #10 X 4 1/2' SCREWS 9' O.C. MAX SPACING. SITE INSTALLED 7/16- MIN. ROOF DECKING SECURED 1MTH 7/16' X 1 1/2' X 16 GA. STAPLES, 2' O.C. MAX. TO EACH 16' O.C. RAFTER. �— SITE INSTALLED RAFTER TO ALIGN WITH FACTORY INSTALLED RAFTER BELOW. FACTORY INSTALLED RAFTER (CENTER SEcnON) REF. CALLS C-FS3 - 88.01 3. SEE AD-FA-0020 FOR GAP TREATMENT BETVIEEN SECTIONS. I John C. 069aen, P.6. JACOBSEN HOMES \I P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 K2 Enginwring, Inc. NOT'IM DRAIN BY: THESE SPECFirA=G Am oRAmcs ARE U.A. amowA. F'owmaAAT. am mwroan.L DRAWN6 TITRE: MAUPMLS OF .M MMM MUMACAWAC ROOF T( W.slol UTUMS AK PROIDFD 10 1K IIEaW Fts Nf= Rico® Un AM K DRAW C NrJI Kk UPT 071I1FIIIML 00 Kmf FROM Opm 1ki WINDtONE' 0ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. APPROVED BY Jun 09,2006 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS 06-02-06 MY. LETTER F ATTACHMENT A AD—PR-7002 _I ADDENDUM SHEARWALL TIE-DAWN/PIER REQUIREMENTS ur. 5f MI LENGTH. . . 9". '1/ir< LE1aF m (ff. 5/Y vum a m,c wr l MT a.oss ij 1 M PEII SHEA"ALLS (All. STUAtW) 1 1 i F TMO FSM 1HEA WALLS (KL 91UA11QR} 1 1 1 1fE-.00" RE]p = TI-flows o buom *L%C 41 - Tr NOTE 1 sit malE 1 SEE 1401C 1 SEE NOTE 1 %a DOTES 2 AND 3. Q A SM RM 2 AND 3. Q Pf6f1 RLgb PIER mcrD ra RL7gb m ma a 71I9 LOCATION US LDCATON TNs LGGAt1011 Tws UxAral FIGURE 8, 0 FIGURE 8.1 THE DETAIL ABOVE IS SHOWN MTH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO A!1 SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES. 2� OERAL NFROYAL OVED BY 1. X-0= 5 RLO ARM IN V" MCA=. X-WW SI W NAT Er WATED IX MH2 Of IM M" 20d ABOVE 01M la' MM ATBMW= - •;, r,':y (A*M Ajfcl*d Tu aE RAM r*t An tG WETE LW email LOAD (ME W-W-= 110-OXRAL ROT[:) FV9 RM Ok WTAJ.AfAIL� 1F �G1�1� C 4r :;�z� �.�I E8 10 ?QQO 2. MSTALL A M AT CAW em Cr 1E 2ftVA.L "Rs rrr�l TIa[ ARM IXTAILI) � �; � (Pw1 ttquacn AT EE01 " Da JOISTS RECARXESS Of iE-t+c•t, sTww kEOLYFTa¢KTi1 910334INC A TO 9CM1a LS LOCATE) AMC A MW 1i/W M KIGIT Q=-ME>eEq no � �� s �UFACTURED HOME AM ALL L rape ARE Fzauftfa (Au yaFA1(Ftllj OotazulaorcZ ALL TsrEs 8-i.AT� pFs ;c� NA,YDSAFEiY Si&NDAROS JACOBSEN HOMES nvQPq ••••�R.R. 02-01-00 ORlCtN4 rtitrleEiaRY, AM •. ItAma r OF .1vm3cp Ity10 P.a. "x 494 I+c svcR wwaw Fm pft mm S/W TIE/PIER REQ. SAFETY HARUCK FLQRIOA 34905 DRAw*4q H Ljbty: PHONE (727) 720-1138 wr CDI(TcxtA AV Awl rm t:Ifm ' A0-TD-1w 20 57 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING DE -DOWN SPACINGS. n FIGURE 10.0' TYPICAL CROSS SECTION SHOWING TIEDOWNS TIP. TLaa1 SiS1ETv. cos"7 r1 ry RIM ANGLE at APPROTED STAB011 Nsan 111111 AMDIa w*,T 1FB m FIGURE 10.1 s SM N01E 5 FOR MAUU1 HUNT WNDZONE 9/111 (110 MPH) 1 20 PSF ROOF 10 PSF D.L �taaa4=;lR;S�i NOTES:Ey c _ •,�1 ra '•e'�� : �,•1'fl�.g DAMAP�iovA�: 1. 59 AD-iD-M FOR SPAM TAKES Y OF LONOTUO►AL RE-0001 STRAPS REOWRED. j:•..'y ��, i APPROVED BY . Z SEE AD-M-�ODBS FOR atim (:• ��', ON 3. SEE 01HO DETAILS FOR eLoam (PH) QUANTITY AND OTHER RECIIOREMENTS. "' `• � - Cr 4 4. SEE FULL ADODON FOR ADDITMAL REWREVENM �• Dec 23,2006 S ZONE 210POSIOE 1C 44' MOWN HEIGHT ZDW POSURt: W. 26• MAXIMHEIGHT off : A I N C. 2X 1 ,. ZONE 3/EXPOR RE 'C'-. 44. 41M W HEIGHT ZONE 3JUPWA)RRE V- W MAWAN HEM" . +n l .- '� � '. F, �,.• A : •i V % � FEDERAL MAMUFA1CniRED HOME CONSTRUCTION AND SAFETY STANDARDS 6. ALL SPECi1C11110r1S ARE BASED ON 2D' ROOF ANGLE MAX AND War MAX 90EWALL HE]WL •• •, ��G��.•'• �•�/ � �r�C/�f1 ••••'C� �ti JACOBSEN HOMES NOTICE PIPst NM s>AND � I to . t R.R. DATE 11-28-06 REV. LET�Eft DRATdNG TITLE FIGURES 10.0 AND 10.1 Ol"WAL. heOPp VJM AND COrFiDE M MAITAW4.S OF JkCOW 11WACRAIIND �� P.O. BOX 366 MC 9A7r HATEIURS Ali MKINDID TO THE DRAWING NUMBER: AD-TD-0086 SAFETY HARBOR. FLORIDA 34693 PHONE (727) 726-1135 MMMr RX SWE 11Ar0¢3 AND HIM K NvrCOvmiAL AND Wao12cm own AIT 3. rl: END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OURMER MAX BETWEEN OUTLOOKERS /V --Z.;oc ".- ��........ � �-2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. IV O.C. it M�(,�'� gg•0 J� ;4,t -- 2 X 6 OUILDOKER 19' O.C. MAX. BETWEEN OUTLOOKERS -2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .131' 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 SEE CHART FOR FASTENING OU11LOOKER TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131' X 3' NAILS OR MIN. 7/16' X 2 1/2' X 15 GA. STAPLES IV O.C. MAXIMUM INTO TOP k BOTTOM CHORDS ONLY, 2 X 6 FASCIA FASTENED TO OUTLOC(ER --/ �-- 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY W/MIN. (5) 7/16' X 2 1/2' X 15 GA. NOTE: STAPLES OR Mill. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUTLOOM To BE iIMM �� (TYPICAL AT ALL CENTER BRACES) IM OF THE IN THE ERDZONE PER FASIM CHART. SINGLE TRUSS ONLY REWD OUISIDE OF 3 Fr. AREA M MAY BE PLACED ON EITHER SIDE F NDSOI NOTES: I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD-PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS WARM. PEIIE1RA7m J31 PD NAIL 5 1 1/2' 15 GA.. STAPLE 8 8 SCREW 2 1' (INCL TIP} OUILOM FASTENERS MAY BE INSTALLED WINDZONE III FROM TOP CHORD DOW IF PENEIRArM ALL EXPOSURES IS CAM. (110 MPH) 20 PSF ROOF, 10 PSF D.L. C-RC-197.01-197.02 IGINEER APPROVAL• DARA APPROVAL APPROVED BY Feb 05,2008NIP . iN C. John C. t)Oeden, P.k. FEDERAL MANDFACIU ID HOME F+ CDNSTNIICr10N AND SAFETY STANDARDS K2 EnginiaElT419; lnc. JACOBSEN HOMES P.O. BOX 368 TITTSEwmFIOANT100nAnt,DRwmasPm OFOMMI- PROPaIETARY. AND CD iLE1TMl MAURIALS OF OtOBSEIE MUMACNRNs SM M470A1S ARE PRDVKD TO °KAWN Ur O.A. DAZE 1-29-08• RU LETEZ' DRAWING 'IRLE END ZONE RAFTER OVERHANG ASSEMBLY SAFETY HARBOR. FLORIDA 34695 RMFUT FOR P AP04.S AND HM 6E DRATANG NW PHONE (727) 726-1139 KEPT OaRALiENAID SEWET EROM a m AD-PR-7003 56 21 WIDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' MIN. 16' ON CENTER D`1 TRIPLE WIDE CENTER SECTION PEAK,,,,. - SITE INSTALLED DEOUNG ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION k REMAINDER OFAT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS (2 FULL ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES MANUF. INSTALLED DECKING TO HERE WINDZONE III ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF O.L NOTES: ENGINEER APPROVAL DANA APPROVAL - 1. 1/B' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 Revised 00o SPAN RATED) DECKING (EQUAL OR BETTER). ,)C'ftglWCC�;O oct 29,2007 3. OTHER TRIPLE. WIDE SECTION (NOT SHOWN) WILL BE THE= z yLl: ►;, !i+G• AiN �'` . SAME DECKING PATTERN. FEDERAL MMUFACTURED HONE 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2" X 15 CONSTRUCTION AND SAFM STANDARDS GA. STAPLES AT 3' O/C EDGES AND FIELD OWN BY: DAIS REY LETTER: JACOBSEN HOMES NOTICE D.A.°-z4-o7 1ITf5E S4E(7F1CAilORS AIO DRAwxcs ARE a wm L. PROPaETARY. Alta car nmil l ORAl11HG nn.E_ n WTFAfA15 OF AAC11BSE71 YANUFACIURNG !H, ow—roP.O. BOX 368 W 20 YAK AM PWMM i0 � ON SITE PITCHED ROOF DECKING INST. SAFETY HARBOR. FLORIDA W95 WMW Hat WIM PAP= AD MIST BE DRAWING NUYT M PHONE (727) 726-1138 - ITT oQEtoElmAl AID st m Fm OHM AD-PR-7004 . :ADDENDUM lw�� 5�� 108" HIGH SIDEWALL THE -DOWN SPACING TABLES �OQ ..ZONE II&IIIfEXP..C&D LONGITUDINAL TIE -DOWN- SPACING TABLE PAN. ri1tr0 ZaNE 1 w►ND 20NE II V FtOGR • �+.. orr. Morp�l Yak on ,wa+as �,� WIDTH Ql EIiD 0• ARQi EA DID ff ANfiF EA. SECTbII Itlit 0 EA. st;CRol VOL 23`-4' 2 SH3' 3:.. 43' 24'-0'. � 62' 3 45' _ VERTICAi TIE -DOWN.- FRAME-fiIE-DOWN SPACING -:TABLE MIN. MAX - HIND ZONE 1 WIND ZONE 11 . �AONC DBt. FeFAo EDAD AtIDIpR ARtXE ff.7. DBL LEAD ANat01i ANQE FLOOR WIDTH EAVE OVERHANG . LOAD 23'-4- g• 3150/ 49' —4 31501. 45' 24=0' 6' 6'-8' . 3150 49' S'=4' 3150 45' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. .. WIND HONE 1 WIND ZONE IR BOOR Yol on AHaiOR tmi OT[ ANG1pt WIDTH EA EIiD QT AlIS1E EA 00 � ARLtE ^ r�\v\ EA. SECDt1N YQL 1 EA. 5ECD01 ri[ o 23'-4' 3 48' 4 43' 24'-0' 3 50' 4 -45' VERTICAL TIE -DOWN � FRAME TIE -DOWN SPACING TABLE • �uN. MAX �� ZONE 1 1flN0 ZONE la sPA19'IC oi%.11fA0 ANQtOR AtxtE SPAOMG DtIL HEAD AHf710R ARtli FLOOR EAVE VADTH OVERHANG Lao LOAD S'-4' 3150 4T 4'-0` 31 43' 24'-0' 6' 6-4' 3150,E 41' 4'-0' 3150 43' • 108' MAX 90EWALL HEIGHT 111NDZONE If/ill (110 MPH) . 20 PSF ROOF, . 10 PSF D.L. uLTx NOTES, DAPW APPRw/u: APPROVED BY 1. SEE FULL ADOEHOUY FOR ADW110NAL REWtRHAENTS. _ J 2. SEE AD-10-OObli FOR YA70WM1 PIER HEIti115 REQUIRED FOR THE LO w TABULATED ABOVE. s {J� ' ems. • • Dec.13,2006 / .�{� 1A\I!`�•1'_ . � • - j i v , {1�' G9' �. +i �V �1, oil FEDflIfiL YAM/FACIUIED IIDIE CDBSIPUCTWN AND SAFEIT SfAHDM05 JACOBSEN HOMES .: Nonce 2cn T��1M��:�1�AN By, R.R. DATE: »-28-06 ttEv IiTTili: DRAMWC nTtE: 108' HIGH SIDEWALL SPAgNG TABLES P.Q BOX 76tt PF DNONAL rre�Irt:rl►Rti AM CbTitDEr1lat Y''� of R ""1A�A�"p""O NC aID)11 w7EAALt HUE PtlONOLD 1011[ SAFETY HARBOR, FLORIDA 34693 Pr+oNlt (sn) 7zs—naa - AiL71DR 1pt 9iLYIC A1Rs06f3 Aq M8T K �>< mNTmTTUI,►m sua t>vo� oDos DRA1rINC HUYB[7t: AI)—TO—O085 • . azz 55 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS FIGURE 10.0 TYPICAL CROSS SECTION II SHOWING TIEDOWNs TTP• ROW TIP. r ANI R ANfiE 9 � FIGURE 10.1 REF. AN m ma rrrrr,-- SEE NOT 5 FBI MAlIf11M HDW VA DZONE III (110 MPH) 20 PSF ROOF 10 PSF O.L. NOTES. 1. SEEAo—To—ooa� FMsPAc�ic TAIxFs �.. I F i �: GSA 'r�� . - ....._. _. APPROVED BY 2. SEE AD-TO-M FDR QUAHTY OF F a1g1UDIAL TE-000 STRAPS REQUIRED. N0 ! 3. SEE OTHER DETAILS FOR BLOCIONG (PER) QUANTITY AID OTHER REQUBEIEJITS T 4. SEE FOIL ADDMIM FOR ADDITIONAL REQ00A NTS S ZONE 2/E7r09URE 'C: 36" MAIGMW HEIGHT . aa ! �� C. ZONE 2/01 UM V.- 2T MA)6MHEIGHT i �`� '• ,C+, It. �,.' 1� `OR��►• •••'••••••:•• 1 ZONE 3/01PMRE 'C: W MA)DMUY HEIGHT ZONE 3�MRE V. 32MAXIM HEIGHT ' �� aT" �- FEDERAL MANUFACTURfO HOME �� 'a.,r h' D CONJSTRIICTIONANDSAfEiYSIANOAHUS 6. ALL S WICATIM ARE BASED ON 2D' ROOF ANGLE MAX �N•••� � [ tMAIM JACOBSEN HOMES NOTE` nESE SPETiNC Tm No ORAWWS Alm , M.T. DATE 07-20-04 rE,r.I�TIEIt P.O. BDX 368 DWfiNN. PRaPRIETAAI, AND OCFtE10Ei WKa wm+ul�s of aAcaesE" MANtiAC11rINC DRANNC 1iT1El�; FIGURES 10.0 AND 10.1 Hm SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 DIG SM MATEIM ARE PRVAW 10 1NE IEISEN t Fat SPEND WOMS NO IMST t IOrT 00"IUM W 9=1 FM 06Ens pRA� AD-TD-0084 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS (SEE AD—PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION J / CEILING PANEL.—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF OVED BY ri RevisedOct 252007 NC. MANUFACTURED HOME CTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE: ,,,� ��„�,,,� �,,,�,� AREO.A. uKAWN Ur.UA It: 10-24-07 KtY. Lk11tK u ORIGNAL. PROMETW AM CDNFIDENTX MATERIALS OF JACOBSEN MANUFACIURINOP.O. DRAVANG TITU:: BOX 368sum FugARE PROMED TO THE SITE INSTALLED PITCHED ROOF VENTS SAFETY HARBOR. FLORIDA 34695 RE OT FOR SKORC PIIRPOSFS W WBE DRAYANG NUMSM. PHONE (727) 726-1136 KEPT Ca1EMTUL AWD SECRET FROM OILERS AD—PR-7005 54 23 ROOF VENTING MARRIAGE WALLS I I T1P, Iw Sa N. CUTOUTS FOR �r VEN7RAT101 OF ROOF SECTION (- (SEE CNAR1 FOR REOUIREYENTS) 100 So. IN. CUTOUT VENT HOLES N REAUIRED IN FLAT ROOF SECT10 (160-) X SECTION LENGTH: CUTOUT NOLES 0 TO 15-6' I 15-6' 10 31'-r 2 31'-r TO W-ID' 3 W-10' TD 62--6' 4 62'-6 TO W-0' 5 I I. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED C i MARRIAGE WALLS x c I LOW VENT LOW -VENT 1 •SO SO IN VENTS REQUIRED ~ ( i HIGH VENT IN SITE INSTALLED TRUSS SECTION 3 pWj I SECIAII 1E1 WL Him nE>tl la 101E W _ r- 10 31•-r mm NK �• -------------- 31- tor6- 1 1101[ I \-r.FNTrR tINF OF CENTER SECTION T-6, To�I 3 2(A SK u�+ I .M AWNH 10 01WUW TENTS 4—) SL I r_`ll ` TYP. 50 So. K ROOF VENTS '�- �" I LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT MARRIAGE WALLS I � I SITE INSTALLED CENTER SECTION OF ROOF. NOTES: DAM APPROVAL: AF PROVED BY JUN 120 INC. FEDE AL MANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS NOTICE: DRAWN BY: DATE REV.'LETIER JACOBSEN HOMES 1/ESE sPEorlu111aa Av mA1.1vs R.R. Ot-22-04 OMRNAL. FROVRETART. NO 0MMTM DRAWING IRE` P.O. Box 368 ROOF VENTING W_ m WTERJALS OF JACOEISEM MA141TAC11IIM Sum -VMS ARE nown TO LE SAFETY HARBOR. FLORIDAN IDA 34695 RECIP FOR VECM RA8OIS""I BEORAWINfs NUMBER: PHONE '(727) 726-1138 PVT CO FKHT 11 A16.2MT n= 011M AD-PR-7006 t ADDENDUM 108" HIGH SMEWALL TIE -DOWN SPAhllNG TABLES ZONE II & III EXP. C & 1� 0 LoNGODINAL TIE -DOWN SPACING TABLE E+1 MIN. NO ZONE II WIND ZONE pl �J FLOC G1Y. NK" YIL OTI: AN= WIDTH sEr;nDli EID OF ANGLE EOF ANOIf O�v LM1L a EL . SESO CTON 161. e 3 42' 3 53' 30'4 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN ` SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE II FLOOR EA%E M WA HEpa YADTH O�{AHG SPAM LOAD MOOR ANME SPAON �OAD ANf} R ANQF 26'-8' 6' 6'-8' 31501 40' 50' 5'-4' 31501. 40' 50' 6' 6'-8' 3150l 4T--50' 54 3150 j 4U -50' LONGITUbINAL TIE -DOWN SPACING TABLE MILL WIND ZONE I WIND ZONE II FLOOR Y. ANWOR L OTY ANWQt `v WIDTH reeaT,ECCIF ANaE Ell I OF AK O� EC101 w ® EA SECTf011 1MTL 9 �Q 26'-C 4 41' 4 57 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAIL WIND ZONE I WIND ZONE II FLOOR EA%E ML WA WIDTH OVERHANG SPAM LOAD AN= MU SPAM � AN= M W 26'4' 6' S'-4' 31501 40 -50' 4'4 31501 40 -45' 30'-8' 6' 1 54 3150E 40'-5T 4'-0' 315DI 40 -45' WINDZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM ENRdROMe11:.,, °, DAPIA APPROVAL: NOTES: APPROVED BY L SEE FULL MXXM)UMI FOR ADDITIONAL. REOUIREIPENTS : t' FIo. 0045484 .��i 2 SEE AD-TD-OO& FOR MA>dL1UN PIER HIM REGIIRPD FOR THE LOADS TAE1ULAlED A80YE sl IHINC. •� G/r •.,.,,... �: .. FEDERAL MANUFACTURED HOLIE D CONSTRUCTION AND SAFETY STANDARDS I�� JUL 17 NI 004 NOTICE DRAWN Br OATS REY LETIFR JACOBSEN HOMES THEM ICAT" AM WA1M AK M.T. 07-20-04 S� Oelm+ L FROPFI MY, NN�o O ooM& DRAIN TITLE W� 1OF �� A108' HIGH SIDEWALL SPACING TABLES ENV P.O. BOX 368 W_ SUO1 MATEIEALS APE FROIWED 10 INE SAFETY HARBOR, FLORIDA 34695 ASSENT Fat WWM KWOSES NO WST BE DRAIANG MUM PHONE (727) 726-1138 apt C01E10eNIAL NO SIM FROM 011M AD—TD-0083 6 53 I I. MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED C i MARRIAGE WALLS x c I LOW VENT LOW -VENT 1 •SO SO IN VENTS REQUIRED ~ ( i HIGH VENT IN SITE INSTALLED TRUSS SECTION 3 pWj I SECIAII 1E1 WL Him nE>tl la 101E W _ r- 10 31•-r mm NK �• -------------- 31- tor6- 1 1101[ I \-r.FNTrR tINF OF CENTER SECTION T-6, To�I 3 2(A SK u�+ I .M AWNH 10 01WUW TENTS 4—) SL I r_`ll ` TYP. 50 So. K ROOF VENTS '�- �" I LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT MARRIAGE WALLS I � I SITE INSTALLED CENTER SECTION OF ROOF. NOTES: DAM APPROVAL: AF PROVED BY JUN 120 INC. FEDE AL MANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS NOTICE: DRAWN BY: DATE REV.'LETIER JACOBSEN HOMES 1/ESE sPEorlu111aa Av mA1.1vs R.R. Ot-22-04 OMRNAL. FROVRETART. NO 0MMTM DRAWING IRE` P.O. Box 368 ROOF VENTING W_ m WTERJALS OF JACOEISEM MA141TAC11IIM Sum -VMS ARE nown TO LE SAFETY HARBOR. FLORIDAN IDA 34695 RECIP FOR VECM RA8OIS""I BEORAWINfs NUMBER: PHONE '(727) 726-1138 PVT CO FKHT 11 A16.2MT n= 011M AD-PR-7006 t ADDENDUM 108" HIGH SMEWALL TIE -DOWN SPAhllNG TABLES ZONE II & III EXP. C & 1� 0 LoNGODINAL TIE -DOWN SPACING TABLE E+1 MIN. NO ZONE II WIND ZONE pl �J FLOC G1Y. NK" YIL OTI: AN= WIDTH sEr;nDli EID OF ANGLE EOF ANOIf O�v LM1L a EL . SESO CTON 161. e 3 42' 3 53' 30'4 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN ` SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE II FLOOR EA%E M WA HEpa YADTH O�{AHG SPAM LOAD MOOR ANME SPAON �OAD ANf} R ANQF 26'-8' 6' 6'-8' 31501 40' 50' 5'-4' 31501. 40' 50' 6' 6'-8' 3150l 4T--50' 54 3150 j 4U -50' LONGITUbINAL TIE -DOWN SPACING TABLE MILL WIND ZONE I WIND ZONE II FLOOR Y. ANWOR L OTY ANWQt `v WIDTH reeaT,ECCIF ANaE Ell I OF AK O� EC101 w ® EA SECTf011 1MTL 9 �Q 26'-C 4 41' 4 57 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAIL WIND ZONE I WIND ZONE II FLOOR EA%E ML WA WIDTH OVERHANG SPAM LOAD AN= MU SPAM � AN= M W 26'4' 6' S'-4' 31501 40 -50' 4'4 31501 40 -45' 30'-8' 6' 1 54 3150E 40'-5T 4'-0' 315DI 40 -45' WINDZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM ENRdROMe11:.,, °, DAPIA APPROVAL: NOTES: APPROVED BY L SEE FULL MXXM)UMI FOR ADDITIONAL. REOUIREIPENTS : t' FIo. 0045484 .��i 2 SEE AD-TD-OO& FOR MA>dL1UN PIER HIM REGIIRPD FOR THE LOADS TAE1ULAlED A80YE sl IHINC. •� G/r •.,.,,... �: .. FEDERAL MANUFACTURED HOLIE D CONSTRUCTION AND SAFETY STANDARDS I�� JUL 17 NI 004 NOTICE DRAWN Br OATS REY LETIFR JACOBSEN HOMES THEM ICAT" AM WA1M AK M.T. 07-20-04 S� Oelm+ L FROPFI MY, NN�o O ooM& DRAIN TITLE W� 1OF �� A108' HIGH SIDEWALL SPACING TABLES ENV P.O. BOX 368 W_ SUO1 MATEIEALS APE FROIWED 10 INE SAFETY HARBOR, FLORIDA 34695 ASSENT Fat WWM KWOSES NO WST BE DRAIANG MUM PHONE (727) 726-1138 apt C01E10eNIAL NO SIM FROM 011M AD—TD-0083 6 53 u�+ I .M AWNH 10 01WUW TENTS 4—) SL I r_`ll ` TYP. 50 So. K ROOF VENTS '�- �" I LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT MARRIAGE WALLS I � I SITE INSTALLED CENTER SECTION OF ROOF. NOTES: DAM APPROVAL: AF PROVED BY JUN 120 INC. FEDE AL MANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS NOTICE: DRAWN BY: DATE REV.'LETIER JACOBSEN HOMES 1/ESE sPEorlu111aa Av mA1.1vs R.R. Ot-22-04 OMRNAL. FROVRETART. NO 0MMTM DRAWING IRE` P.O. Box 368 ROOF VENTING W_ m WTERJALS OF JACOEISEM MA141TAC11IIM Sum -VMS ARE nown TO LE SAFETY HARBOR. FLORIDAN IDA 34695 RECIP FOR VECM RA8OIS""I BEORAWINfs NUMBER: PHONE '(727) 726-1138 PVT CO FKHT 11 A16.2MT n= 011M AD-PR-7006 t ADDENDUM 108" HIGH SMEWALL TIE -DOWN SPAhllNG TABLES ZONE II & III EXP. C & 1� 0 LoNGODINAL TIE -DOWN SPACING TABLE E+1 MIN. NO ZONE II WIND ZONE pl �J FLOC G1Y. NK" YIL OTI: AN= WIDTH sEr;nDli EID OF ANGLE EOF ANOIf O�v LM1L a EL . SESO CTON 161. e 3 42' 3 53' 30'4 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN ` SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE II FLOOR EA%E M WA HEpa YADTH O�{AHG SPAM LOAD MOOR ANME SPAON �OAD ANf} R ANQF 26'-8' 6' 6'-8' 31501 40' 50' 5'-4' 31501. 40' 50' 6' 6'-8' 3150l 4T--50' 54 3150 j 4U -50' LONGITUbINAL TIE -DOWN SPACING TABLE MILL WIND ZONE I WIND ZONE II FLOOR Y. ANWOR L OTY ANWQt `v WIDTH reeaT,ECCIF ANaE Ell I OF AK O� EC101 w ® EA SECTf011 1MTL 9 �Q 26'-C 4 41' 4 57 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAIL WIND ZONE I WIND ZONE II FLOOR EA%E ML WA WIDTH OVERHANG SPAM LOAD AN= MU SPAM � AN= M W 26'4' 6' S'-4' 31501 40 -50' 4'4 31501 40 -45' 30'-8' 6' 1 54 3150E 40'-5T 4'-0' 315DI 40 -45' WINDZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM ENRdROMe11:.,, °, DAPIA APPROVAL: NOTES: APPROVED BY L SEE FULL MXXM)UMI FOR ADDITIONAL. REOUIREIPENTS : t' FIo. 0045484 .��i 2 SEE AD-TD-OO& FOR MA>dL1UN PIER HIM REGIIRPD FOR THE LOADS TAE1ULAlED A80YE sl IHINC. •� G/r •.,.,,... �: .. FEDERAL MANUFACTURED HOLIE D CONSTRUCTION AND SAFETY STANDARDS I�� JUL 17 NI 004 NOTICE DRAWN Br OATS REY LETIFR JACOBSEN HOMES THEM ICAT" AM WA1M AK M.T. 07-20-04 S� Oelm+ L FROPFI MY, NN�o O ooM& DRAIN TITLE W� 1OF �� A108' HIGH SIDEWALL SPACING TABLES ENV P.O. BOX 368 W_ SUO1 MATEIEALS APE FROIWED 10 INE SAFETY HARBOR, FLORIDA 34695 ASSENT Fat WWM KWOSES NO WST BE DRAIANG MUM PHONE (727) 726-1138 apt C01E10eNIAL NO SIM FROM 011M AD—TD-0083 6 53 t ADDENDUM 108" HIGH SMEWALL TIE -DOWN SPAhllNG TABLES ZONE II & III EXP. C & 1� 0 LoNGODINAL TIE -DOWN SPACING TABLE E+1 MIN. NO ZONE II WIND ZONE pl �J FLOC G1Y. NK" YIL OTI: AN= WIDTH sEr;nDli EID OF ANGLE EOF ANOIf O�v LM1L a EL . SESO CTON 161. e 3 42' 3 53' 30'4 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN ` SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE II FLOOR EA%E M WA HEpa YADTH O�{AHG SPAM LOAD MOOR ANME SPAON �OAD ANf} R ANQF 26'-8' 6' 6'-8' 31501 40' 50' 5'-4' 31501. 40' 50' 6' 6'-8' 3150l 4T--50' 54 3150 j 4U -50' LONGITUbINAL TIE -DOWN SPACING TABLE MILL WIND ZONE I WIND ZONE II FLOOR Y. ANWOR L OTY ANWQt `v WIDTH reeaT,ECCIF ANaE Ell I OF AK O� EC101 w ® EA SECTf011 1MTL 9 �Q 26'-C 4 41' 4 57 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAIL WIND ZONE I WIND ZONE II FLOOR EA%E ML WA WIDTH OVERHANG SPAM LOAD AN= MU SPAM � AN= M W 26'4' 6' S'-4' 31501 40 -50' 4'4 31501 40 -45' 30'-8' 6' 1 54 3150E 40'-5T 4'-0' 315DI 40 -45' WINDZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM ENRdROMe11:.,, °, DAPIA APPROVAL: NOTES: APPROVED BY L SEE FULL MXXM)UMI FOR ADDITIONAL. REOUIREIPENTS : t' FIo. 0045484 .��i 2 SEE AD-TD-OO& FOR MA>dL1UN PIER HIM REGIIRPD FOR THE LOADS TAE1ULAlED A80YE sl IHINC. •� G/r •.,.,,... �: .. FEDERAL MANUFACTURED HOLIE D CONSTRUCTION AND SAFETY STANDARDS I�� JUL 17 NI 004 NOTICE DRAWN Br OATS REY LETIFR JACOBSEN HOMES THEM ICAT" AM WA1M AK M.T. 07-20-04 S� Oelm+ L FROPFI MY, NN�o O ooM& DRAIN TITLE W� 1OF �� A108' HIGH SIDEWALL SPACING TABLES ENV P.O. BOX 368 W_ SUO1 MATEIEALS APE FROIWED 10 INE SAFETY HARBOR, FLORIDA 34695 ASSENT Fat WWM KWOSES NO WST BE DRAIANG MUM PHONE (727) 726-1138 apt C01E10eNIAL NO SIM FROM 011M AD—TD-0083 6 53 6 53 ADDENDUM PITCHED ROOF EXTENDED VENTS ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOVANG TIE -DOWN SPACINGS FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR 'SEE C400, X, SECTION %.. ES' ENGINE@ . A'\S T E ' �/ DAPIA APPROVAL' NOT Vw, o. ��' I. SEE AD --CM FOR SPACING TABLES (OFFSET SECTION ONLY) j TD a 9I.0334 _ 2. SEE AD-TD-0080 FOR OUANITY OF LONQ7UDIAL PE-DOTIN STRAPS REWIRED. (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS � A STAI L or : • � � "?. 4 J �1 4. SEE AO-TD-DDDI FOR ADDITIONAL REQUIRENENTS ��•' • DIP•�'�P'• •��'� r` f9• �' S �`�� EPERA_h:ei?;%1N! Ti%F+E?F" - s, GhiSTRt!G:IDitHI�USNfEIYST ii.�h1S NOTICE: DRAWN BY: R.R. DATE: 5-9-01 REV. LETTER; J A C O B S E N HOMES TNEsE sPEonrAvoNS ANo DRAMNOS ARE 011WAL PROPRIETARY. AND QDNIWI)& DRA1dNG TITLE: P.O. BOX 368 MATERIALS OF '�O� MANUFACTURING FIG. 12.0 — SAFETY HARBOR. FLORIDA 34695 MU. SUCH MATERIALS ARE ISES AM MUST To TIC PHONE (727) 726-1138 II►S CONni�DtllIMLLAA SESEGA�ETSRR= oM DRAIANG NUMBER AD-TD-0082 SITE INSTALLED VENT CAP OR SOLAR TUBE VLN 1 L AF (OR SOLAR SITE INSTALLED FLEX DUCT (SEE DETAIL 'A') SITE INSTALLED VENT CAP SITE INSTALLED CENTER , SECTION OF ROOF ""- 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) TYP. CONNECTION TO VENT FAN, SOLAR TUBE. OR CEILING PANEL EXTEND TO RANGE HOOD r(EX SITE INSTALLED UMBING VENT PIPE ND 3- ABOVE ROOF) (SEE DETAIL 'B') MARRIAGE WALLS MARRIAGE WALLS ' FACTORY INSTALLED FLAT CENTER SECTION :XHAUST DUCT SPLIT 1ND FASTENED TO ROOF ICKING OR BACKER NTH MIN. 4- 80, NAILS V LIEU OF FASTENING IUCT TO VENT CAP. SITE INSTALLED FLEX DUCT �-SHEET METAL SCREW W"**—FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFlCATIONS. 2. SEE OTHER QETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND HOLE CUT RV ROOF DECKING 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE. 5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE (SITE INSTALLED) COUPLER $ (SITE INSTALLED) 0M VENT PIPE ,o-(FACTORY INSTALLED) DETAIL W DAPIA APPROVAL' APPROVED BY R. JUN.10 INC. RFEDERALNUFACTURED HOME m AND SAFETY STANDARDS NOTICE DRAWN BY: DATE REV. LETTER: JACO BSEN HOMES mm SP anCAT05 AM MAWNGS ARE R.R. 01-23-04 ORIDWIL PRWRIETARr AND CO►EMMI DRAWING TITLE - MATERIALS OF JACOM MANLFACTURNG - P.O. BOX 368 W_ SUpI MMAIEIDALS ARE PROVOED 10 DE PITCHED ROOF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 R OMIT POR 97EOF ROM AND NMI K DRAWNG NUMBER: PHONE (727) 726-1138 KEPT 00I6IE01IMML NO WXT FROM OIHLRS. AD-PR-7007 52 25 SITE INSTALLED SHINGLE AND UNDERLAYMENT 15p FELT TO HAVE A V MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT THIS ALSO APPLIES TO ENDLAP SEAMS. r -1 r -1 1 1 I I I I I I I -- 0 N�� IIfN��l Ng111�� 1/2' TO FIELD INSTALLED 15/ FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT INTH A 6' MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT. 15f FELT ALSO CEMENTED WITH A 6' WIDTH AROUND ALL PENETRATIONS OF THE UNDERLAYMENT AND PERIMETER OF ROOF I FIELD INSTALLED ROOF SHEATHING (TYP.) i I 6' WIDTH OF ROOF CEMENT WHEN I OPTIONAL 15/ FELT IS INSTALLED. I I \ I I OPRONAL LAYER OF 154 FELT � I Y ONE-PIECE sNMaE / UNDERLAYMENT ROOF SHEATHING (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM QF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER LAP OF 6' MINIMUM. FASTENING DETA�, 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED 1N ANY AREA EXCEPT WHERE NOTED. 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED ARE JUST TO HOLD FELT 1N PLACE UNTIL SHINGLES ARE INSTALLED.) JOlD g.�r: dsn, 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ E;IO:U ir:-Olt"19, 1110` ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. WINDZONE III (110 MPH) ALL EXPOSURES OVED BY rIRevised Oct 29,2007 NC. MANUFACTURED HOME CTION AND SAFETY STANDARDS NO MAW BY. "ATE REV. LETTER: JACOBSEN HOMES TTHHg sPEaETCATIDNs AAND MAWSA1�E O.A. 10-24-07 MOO . PROPWARX AND GUNFIDEIM& MAIMMS OF JACOBSEN MMgUFACi-M DRAWING TITLE: SITE INSTALLED SHINGLE AND UNDERLAYMENT P.O. BOX 368 wt SUCH MATINI S ARE PROMED TD THE SAFETY HARBOR. FLORIDA 3095 REOPEWi FOR 9EHf1C PJFM ND OUST K DRAWING NUMBER: PHONE (813) 726-1138 - KM Od410DM AID SEOU R M ONK AD—PR-7008 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING VE—DOWN SPACINGS FIGURE 11.0 SE MINIS 4.0 MIR 9iS8Tf19 SQr-DOW 1a WD TYP. CROSS SECTIONS) SHOWING TIEDOWNS SEE NOTE 5 FOR MAT" "o [TAfIIFS /N llo-T6-0080 00 Mir APPLY W 1HFg STAIDARD WLIFTADE SECIdiS W K WT -SEE NDE 1, AU -I -Mj TIP. FLOOR STSIEM-7 I---- AiIQI01t A m jr I— ANm MOVE MOLE FIGURE 11.1 �- M FIGTIRB 6.0 FOR !IWRIM 11R-DOUIi so M M! ME —I R �uC4 19,01 ("cC FIGURE 11.2 fj FOR M MIS U94001 MWD QIGNEEI:R) Q *f DAPIA APPROVAL NOTES: �� •;;y L SEE AD-M-LOBO FOR SPACING TABLES (OFPSEF SEC70 ONLY '•' %� y C E F I C' 'dam P PROVED BY 2 SEE AD -ID -LOBO FOR QUANITY OF LANGITU171AL TrE-DOWN STRAPS REQURED. J;' %-- �� (OFFSET SECTION ONLY) ; o.004548 3. SEE OTHER DETAILS FOR BLOCIING (PIER) WM71TY AND OTHER REQUIREMENTS. t SEE AD-TD-0001 FOR 'ADDITIONAL REQUIREMENTS. A� OF 5. ZONE- 2/EXPOR E 'C': 48' MAXIMUM HEIGHT 9 ZONE 2/EItPOSURE b': 40' MAXIMUM HEIGHT-36' FOR 12'-O' WIDE UM15 �i� �•. �� . j�t� P ZONE 3/E0POSURE C': 48' MAXIMUM HEIGHT i,, 'SS '-.....•• ZONE 3/EVOSURE &-. 46' MAXIMUM HEIGHT Rrs rH ,JUN 4 INC. FACTURED HOME ANoSAFETYSTANDARDS rrol•LCK 'r : ARILwNY DATE 6-8-04 JACO BS EN HOMES mm SPEEcAIIDHS AND DRAwND� AID M.T. M NA!, FytDMUMY, AHD Hx0i1DENTIAL ORAWWG 1171E V 1r�►mw" OF mom MAMXFAt;TURNc FIG. 11.0, 11.1 & 11.2 P.O. BOX 368 W, SIW KAi9M ARE PRONDED 10 THE SAFETY HARBOR, FLORIDA 34695 IEOPW FOR SpM PUIPM AID MITT EE DRAIIN�G NUMBER: PHONE (727) 726-1138 IEPT CNICEIMIL AID SMREF RM 0KRS AO—TD-0081 REV. Una A 26 51 gas ADDENDUMtt 0 �� OFFSET UNIT TIE -DOWN SPACING TABLES 1� 1 O ZONE II & III/EXP. C & D kk I LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE In V FLOOR ANGLE Qrti ANCHORLE WIDTH k D EA. END OF ANGLE . Ell EIO OF ANGLE EA. SECTION MIN. 0 EA. SECTION MIN. 0 12'-p' 3 4T 3 61' 114 2 54' 3 41. 154 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE I WIND ZONE III SPACING ML H LOAD ANCHOR ANGLE SPACING � Man ANGLE WIDTH OVERHANG EAVE 12'-0' 12' S-0' 31501 40' a—T 3150# 39' 12' 5'-0' 31501 41' 4'-0' 3000 j 40' 15-4' 12' 5-0' 31501 43' 4'—(' 3000/ 42' LONGITUDINAL TIE —DOWN SPACING TABLE IL MIN. VVIND ZONE II WIND ZONE III MIN. on ANGLER MIN.Y. MOOR FLOOR WIDTH EA. DID OF ANGLE ENDD O OF ANGLE O EA. SECT�I1 11N. 0 U Ell SECTION YIL 9 12'-0' 4 45' 4 60' 1S 4' 3 45' 3 60' 15'-4' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE 1 WIND ZONE III SP� I MOM ANGLE SPACING � AN= ANGLE FLOOR Y EAVE OVERHANG 12'4 12' 4'-0' 31501 40' S-T 30001 w 11-4' 12' 4'-0' 30651 41' T-T 30001 39' 15'-4' If 4'-0' 30651 43' 3'-T 30001 41' Ol - 1 L NOTES, ¢6 - C�I,GS, C- S� — P6 !6 . ENGINEER APP�t�NALF° F Y N �►� REF. CALCS C •- 0— I% G I — ��4 •� I' �� 1. OFFSET SECTION TATH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF THE ADJACENT SECTION MUST BE TIED DOM AT THE MARRIAGE LINE IN ACCORDANCE • ��• � ••.Y�'(SF1'(,` �.•• y•A�t 'ff&vtD SY IATH THE TABLES ABOW- THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO BE TED DOWN IN ACCORDANCE LATH THE NORMAL SPACING TABLES (SEE AD-7D-0010 �U� FOR 12'-0' &13'-4' LADES, AND AD-1D-0070 FOR I5'-4' IMDES) #q 8Ax 2 SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 3 SEE AD-TD-00M FOR MAIQMUM PER HEIGHT REQUIRED FOR THE LOADS TABULATED ABOVE '•� ,� ••J ..0 (`�Qie INC. AL MANUFACTURED HOME JACOBSEN HOMES mm sma gNOTI um No DRA %#IoI`IN.T. DATE: 6-8-04 REV. LETTER:- P.O. eox 3sa almK. pmmuAlty. m MATERIALS a: pzmM fH MANtF DRAW TITLE: OFFSET SPACING TABLES ,. SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 m w MAIUM AA REap W FOR SFT:ffIC PARR= IMF 0016mDmu. An s>TXEE DIiAtiHfrr+ NUMBEI2: AD-TD-0080 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. ADS' X 1' MINIMUM ROOFING NAILS OR AIY X 1' MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA WITH 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, WITH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED WITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. O ES: DAPIA APPROVAL: 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1' X 16 GA. APPROVED BY STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). INC. FEDE ALMANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS JACOBSEN HOMES NoGAIE.M TM[sE �EFiiCATgNS AMo oRAww;s ARE DRAWN BY: M.T. DATE 02-04-04 REVLETTER DRAWING TITLE DVOWL, PROPRETART, AND CCM►10EMIK \I P.O. BOX 368 11ATERlALS OF JACOeSEM MANIIFACUM4 NC SUCH YAT[RWLS ARE PROVIDED 10 THE TYP. FLASHING INSTALLATION — SAFETY HARBOR. FLORIDA 34695 RECPEII FOR 9E011C PLRPOSES 00 WAT K pRAWNG NUMBER: PHONE (813) 726-1138 MEPT CDfKnk AMSECRET FROM ODDS AD—PR-7D09 50 27 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL ME -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. 3. VERTICAL TIES MAYBE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE- MQNI S W1'EN A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WHPI ANCHORS ARE NOT INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE INSTALLED 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. ME STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY 6E INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL ME STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCH09S 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' SIDEW'ALL 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 MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL ME AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION a`JD 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 PROWDE ADDED RESISTANCE TO OVERTURNING OR SUDING FORCES. 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINALME-DOWNSTRAPS 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). a ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET—UP MANUAL AND ADDENDUM FOR BLOCKNG REQUAEVENTS. ALL BLOCK:NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES. NOTES: ENGIN;Eii`AWWT)kI': ' �Q ///UAFIA ArFMUVAL ;•`>O� (sTER°Fy ROVED BY THESE NOTES AND DETAILS ARE APPLICABLE a Q' No • O . FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 ,)tI14 1 5 1995 ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = INC AND EXPOSURE V. SEE APPROPRIATE TABLES FOR SPECIFIC INFORMATION ON EACH. TAT 4 , ,, 6/¢qII'1 a,E �'� Aws�FErrswosUe NOTICE: ,F u r1�� DATE: REV. LETTER. JACOBSEN HOMES THESE SPECNICATIONS AND DRATANLS ARE 1111111%1 C.L.Y. 5-19-95 OPoONAL. PROPRIETARY. AND CONFIDFNTUL DRAWING TITLE: _GENERAL NOTES P.O. BOX 368 D7G A „ MATERIALS OF JACOBSEN MANUFACTURINGTD SUOi MATERULS ARE PROMIU TO THE SAFETY HARBOR. FLORIDA 34695 RECIVIT FOR SPEWC PURPOSES NO MJST nE DRAINING NUu9ER PHONE (013) 726-1138 - IIEPT CDIaMnk AID SECRET FROM ODM AD-TD-0001 `la TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING -TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 10.2 SEE FIGURE Z.0 FOR ALTERNATE TIE—DOVN YEIIIOD s SEE NOTE 5 FOR MAGNUM HEIGHT N SIDE F_MMANGIE SET AN0IN FROM 10R HEAD WINDZONE III OF HONE (TIP.) FIGURE 10.3 SEE FIGURE 7.0 FOR ALTERNATE TE—DOWN 1WD 2110 MPH) PSF ROOF / 10 PSF D.L. REl CALCS L'rah 92, �r Z • J� ENGI - 'APP 1 DAPIA APPROVA' 1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES. 2. SEE AD-TD-0072 FOR WANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOCKING (PER) WANTITY AND OTHER REWIREMENTS. 4. SEE FLAT ADDENDUM FOR ADDITIONAL REQUXREMENTS. 5. ZONE 2/0PME 'C: 56' MAXIMUM HEIMT ZONE 2/EXPOSURE V. 56' MAXIMUM HEIGHT ZONE 3/DQ'OSURE 'C': 56' MAXIMUM HEIGHT ZONE 3/EXPO9URE V. 56' MAXIMUM HEIGHT 'Q No. 910334 •� STATE OF F nrill J AC O B S E N HOMES THESE SPECJACAlIONS Z ORAWAS ARE ORIMAL, PROPWARY. AND OOFFDEFIRAL DRAWING P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING „ WC. SUCH MA7MALS ARE PFIOMDED TO THE SAFETY HARBOR, FLORIDA 34695 RECPRNT FUR SPEM PURPOSES AND IAIST BE DRAWIN G PHONE (727) 726-1138 KEPT ODNFWEO& AND SEDU FROM QIHM APPROVED BY FF.TEFYI YWI/AG1Dl®NdE INC. 19i1iIC7WMp4MF;i1►TTTyOY01 Opt M.T. - - 3-1-99 FIGURES 10.2 AND .10.3 L AD-TD-0073 28 49 ADDENDUM NORMAL TIE -DOWN SPACING ZONE II & III/EXP.C & D TABLES i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 0 WIND ZONE III to FLOOR WIDTH U. OTY. EA END OF EA. SEC71OR ANCHOR ANGLE UK 9 ug olY. EA END OF EA. ANCHOR ANGLE MIN. 9 15'-4" 3 45 -SECTION 3 35 VERTICAL TIE-DOiVN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DB LA LOAD ANCHOR ANGLE SPACING D Law AD L ANCHOR ANGLE 154 6' EACH SIDE C-10' 3150# 40-46 5-6' 3150# 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE it MIND ZONE III ^ O FLOOR WIDTH MIN. QTY. EA END OF EA. SECTION ANCHOR ANGLE MIN. 0 MIN. OTY. EA END OF EA. SECTION ANCHOR ANGLE I&N. B 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND Z014E 11 HIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING ML Fzp Lour AN(iE SPACING DBL HEAD DAD ANCHOR ANGLE 164 6' EACH SIDE 4'-6" 31501 1 42-50 1 40-0 31501 44-50 VVINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALLS. C w a4 -12. OI - %2 , f� nnuaru NOTES: 1. SEE FULL ADDENDUM FDR ADDITIONAL REQUIREMENTS. 2. SEE AD-ID-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.INCH 4. ABOVE TABLES APPLY TO 184' FLOOR MOTHS WITH 95 1/2' I -BEAM SPApNG, 96' NAJOMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UNI4 ENp`f�� TIVA.,rj., `` (�Q,•��,\ST ER ' �� '�i e No. Fo'% '; 910334 ' 'o •. STATE OP cc, . ��'•, Q : ��+ '% ' • 0 N ��`nosRl`a+`AotT`sTNnaot '' • • DAPIA APPROVAL•W 0 APPROVED BY „ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTI AHIr THESE SPEOncAnONS AND DRAWINGS ARE ORIGNAL. PROMETARY. AND COWIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROMDED TO THE REGflDRT rut SPEcar PURPOSES kO wST BE A>:PT caHnDENTIu AND SECRET rROM ODM ItOWBY. M.T. DATE: 2-8-99 REV. LETTER: DRAWING TITLE: NORM. SPACING TABLES DRAWING NUMBER AD—TD-0072 ADDENDUM stt �1�l .1 NORMAL TIE -DOWN SPACING TABLES S O & ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III FLOOR Mill. OTY. ANCHOR MIN. OTY. ANCHOR �J WIDTH EA. END OF AN EA. END OF ANGLE EA SECTION YIN.. A EA SECTION MIN. 0 20'-0" 2 36' 2 45' to 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 DEL ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 26-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 24'4 12' 8'-0' 3150# 40'-50' 6'-8' 3150# 40'-50' 254 12' 8'-0' 31501 40-50' 6'-8' 3150# 40'-50' 26'-8" 12" 5-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE t MIN. WIND ZONE II WIND ZONE III MIN. OTY. ANCHOR MIN. OTY. ANCHOR FLOOR WIDTH EA ENDSEC CF AN EA END OF ANGLE o EA SECTION MIN.. 0 EA SEC110N MIN.. 0 20'-0' 2 50' 2 68' 1 24'-0" 2 70' 3 50' 25-4' 3 45' 3. 60' 26'-8' 1 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE Ik SPACING DL HELD LOAD ANCHOR ANGLE SPACING DBL READ LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12" 5-4' 31501 40'-45' 4'-0" 3150# 40'-50' 24'-0" _ IF 54 31509 40'-50' 4'-0' 3150# 40'-50' 254 12' 5 14 3150# 40'-50' 4'-0' 3150# 40'-50' 26'-8' 12' 5'-4' 3150# 40'-50' T%% Ruurrr '-O' 3150# 40'-50' NOTES: ENONFUR` O �., T •cam. DAPIA APPROVAL_ 1. SEE AD-1D-0001 FOR ADDITIONAL REOLIMEMENTS. ��`�� O� •'' \S a�''. 'Q`�C' NO.RFO• 1' �� PPROVED BY 2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS TABULATED ABOVE _ ENE8 1) Fj 1 ;moo �OF 4 INC, '�'• • O I AN . • • �� .`` `a` sign can' swat+oe JACOBSEN HOMES NOTICE: THESE sPEGnunons AND DRA►AHGS ARE '�� • C.L.Y. DATE 1 5-30-95 REV. LETTER: P.O. BOX 368 uGGNAL. PROPRIETARY. AND CON11DENTAL MATERIALS OF JACOBSEN UANJTACTUMNG M SICH UATERVLS ARE PROHDED TO THE DRAWING TITLE: NORM. SPACING TABLES A SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REOPURT FOR SPECFX RaRPOSFS NO w-w 8E KYT Cor6Wnk W SECRET FRDI OMM DRAWING NUMBER AD-TD-0010 •O 29 ADDENDUM ADDENDUM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 1.0 SEE FIGURE 20 FOR ALTERNATE TIE -DOD MOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE-DOIN NE PR IIrr SEE NOTE 5 FOR MAXI N HEIGHT NOTES: ENGINEER`MTRPR\OVAC.; .CO�Oii''�,� IJ ,JI�q�.�'rtffBY I 1. SEE AD-TD-0010 FOR SPACING TABLES V CU 2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. ':.Q No' 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. ENE8703571 INC, 4. SEE AD—TD—ODOI FOR ADDITIONAL REQUIREMENTS. — I 5. ZONE 2/EXPOSURE 'C: 60' MAXIMUM HEIGHT - '� ': ST QTF' W T ZONE 2/EXPOSURE 'D': 44' MAXIMUM HEIGHT % �Q'•, �7r9P•: �� REF. CAI CS: ZONE 3/EXPOSURE'C: 40' MAXIMUM HEIGHT '��F'•., DIK,.•''t�� ZONE 3/EXPOSURE b': 36' MAXIMUM HEIGHT ss;n* * r � t • �G�.�� TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE -DOWN SYSTEM FIGURE 10.0 SEE FIGORF 2.0 FUR ALTERNATE TTE-DOWN IMOD FIGURE 10.1 SEE FIGURE 50 FOR ALTERNATE TTE-DOWN METKID NOTES: 1. SEE AD-10-0070 FOR SPACNG TABLES 2. SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOOM (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS S. ZONE 2/EXPORK 'C. 56' MAXIMUM HEIGHT ZONE 2/EXP05URE b': 40' MAXIMUM HEIGHT ZONE 3/EXPME 'C: 56' MAXIMUM HEIGHT. ZONE 3/EXPOSURE V.- 40' MAXIMUM HEIGHT ffi No. a 910334 • O00 c -o •: STATE CF : too i SEE NOTE 5 FOR MAXIMUM HEIGHT N WANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L /I APPROVED BY I.N14INC. FEDEW MUA�Ht'lUlEo HOME cm WIcrmm"FE"sram�nn5 is 1 - 4 NOM& oew DATE REV. LETTER: NOTECIw v DRANIR'8T DATE JACOBSEN HOMES THESE SPECFICATIONS AND DRATNNGS ARE C.L.Y. 3-27-95 JACOBSEN HOMES THESE SPECOCATIONS AND �t NGS ARE M.T. 3-1-99 ■ ONGNAL. PROPMETARY. AND CONFIDENTUL DRAWING TITLE: ORIMM, PRWIETARY, AND CONFIDETITIAL P.O. BOX 368 MATEOF JACOM MANUFACTUTWC FIGURES 1.0 AND 1.1 P.O. BOX 368 MAi°°"� aF "` N MANUFACTURNG DRAWANc TITLE.FIGURES 10.0 AND 14.1 RIG SUCH MATER ALS ARE PRQNDED TO THE HG SUCH MATUMS AFE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 R[T PEu1P NT FOR SPEC IC PM AND MST BE DRAWING NUMBER: SAFETY HARBOR. FLORIDA 34695 RPue' EOPENT FOR SPE= M AND WUST BE DRAWING NUMBER: PHONE (813) 726-1138 COHFIDOITIAL AND SEOV FI= GMEM AD-TD7-0011 PHONE (727) 726-1138 IM COWMefNIAI MW SMT FMM OVEK AD— TD-0071 30 47 ADDENDUM � NORMAL TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE � MIN. WIND ZONE II WIND ZONE III V FLOOR MIN.OTY. ANCHOR MIN.OTY. ANCHOR O v N801H EA END OF EA. sEcnoN ANGLE LmL a Ell ETCH OF EA SECTION ANGLE UK e 30'-8' 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE n . WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DSL HEAD LOAD ANXR ANGLE SPACING D WA LOAD ANCHOR ANGLE 30'-8' 6' 6'-9' 31501 41-46 5-5' 31501 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III n� FLOOR MN.OTY. ANCHOR MIN.OTY.' ANCHOR �O WIDTH EA END OF EA sEcnl)FI ANGLE uIN. a EA. Eta OF EA. SECTION INCITE uDL. e 30'-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE n WIND ZONE In FLOOR EAVE OVERHANG SPACING DBLWIDTH L ADD ANCHOR ANGLE SPACING HEAD D 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_ REF. CALCS G rV.j _ '74. 01- I „11111111111/,,, NOTES: I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS 2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS TABULATED ABOVE ENc;I �., ��`` P� ••• .�'�� •,, . N0. R�cO �� 910334 s moe •� �} DAPIA APPROV %TAR 0 S U! APPROVED BY -�: STATE OF' �� = Cis' P:: �' •i, �\ � INC PEDEIULWN9f/C1UAEow� Cp$iitllClQlAgXciTSWL1tRM JACOBSEN HOMES P.O. BOX 368 MTO HARBOR. FLORIDA 34695 PHONE (727) 726-1138 NOTIC TNESESPEC61CATUSAND DRAINGSAK ORIGNAt. PROPRIETARY, ANDCCWMN11AL MATERIALS OF uc08SEN MAl"ACTURINCNORM. MG SUCH WATERIALS ARE PRoNDEo To THESAFETY RECBIENT FOR SPEOIC PI 7m Am mu57 ISE RQPt C019WITI4I AND SECRET ERou OTHERS AWN BY: M.T. DATE: 2—'8-99 REV. LETTER: DRAWING TITLE: SPACING TABLES DRAWING NUMBER: AD—TD-0070 ADDENDUM ss NORMAL TIE —DOWN SPACING TABLES 1 �' ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III j FLOOR Yw• OTY. ANCHOR YIN. 01Y. ANCHOR WDTH END ANGLE EA. END OFANGLE �S A SECTION EcSECTIONON MIN. a EA SECTION MIN. s 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III $PRONG DEL HEAD LOAD ANCHOR ANGLE SPACING DBIHEAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 13'-4' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III . FLOOR MIN.OTY. ANCHOR MIN.OTY. ANCHOR WIDTH EA END N EA END N. LE EA SECTION 0N YIN.. 0EA SECTION YIN 9 12'-0' 2 64' 3 47' 12'-0' 3 37' 4 33' IS 4' 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II HIND ZONE III SPACING DBL HEAD ANCHORANCHOR ANGLE SPACING DBL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 5-4' 31501 40'-45' 4'-0' 3150# 40'-50' 13'-4' 6' 5-4' 31501 40'-50' 4'-0' 3150# 40'-50' TES: ENGINEER-, 't �,,, DAPIA APPROVAL* I. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS �.` LJ .•''�$T . ER Off': APPROVED BY �- 2. SEE AD-TD-0013 FOR UAX1UUM PIER HEIGHTS REWIRED FOR THE LOADS No.JUN 1 5 TABULATED ABOVE ;• ENE8703571 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. - INC 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' I -BEAM SPACING. 96- MAXIMUM SIDEWALL HEIGHT AND 6' MAXWUM SIDE STAT'= F A4 '� �`''• .`` ►LIfAAWNfACiIl10N]E caatnnn+xowmswovfoo OVERHANG (6' Otil]61ANC MAX EACH SIDE OF UNIT). '.�j+'kc)ANyy��µµ•'�\�``�� JACOBSEN HOMES NOTICE: �t�lt! TT THESE SPEGFlUTIONS AND DRANTNGS 111t`I"d C.L.Y. DATE: - 5-30-95 REV. LETTER: P.O. BOX 368 ORIGNAL PROPRIETARY. AND CMnDENTIAL MATERIALS OF 1ACOBSEN MANUFACTURING W- 9IG1 MATEPALS ARE PROIDED TO THE DRAWING TITI% NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 REOPM FOR: TE= PY.P0SES AND MAT BE DRAWNG NUMBER: PHONE (013) 726-1138 JUT CORfOEWRAI VID SEOV FROM OTHERS. AD—TD-0012 46 31 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAX PER AO-TD-0012 TAKE PER AD-7D-DD12 TABLE- PER AD-TD-0012 TAKE Ptx w-lD-unZ iAat rtx W-iu-wu uax wu TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.2 SEE FIGURE 2.0 FOR ALTERWATE TIE —DOWN IMOD mm ANGLE FIGURE 1.3 SEE FIGURE 7.0 FOR ALTERNATE M—DDVN iMOD SEE NOTE 5 FOR MAXYUM HEIGHT ENGINEER RDTj#, ��`''��. DAPIA APPROVALNOTES: .,%%`` 0 O�Q 1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES.`�`v.• 2. SEE AD-TD-0012 FOR QUANITY OF LONQTUDIAL TIE -DOWN STRAPS REWIRED. •" STEq APPROVED BY �0; No. ° 3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUIREM ANTITY AND OTHER REOUENTS. - JAN I 4. SEE AD-TD-0001 FOR ADDITIONAL REWIREMENTS. - -5. ZONE 2/EXPOSURE 'C': 30' MAXIMUM HEIGHT ENE870357 =_ INC ZONE 2/EXPOSURE V: 48' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT qT^ OF ;•� ` FEDtftMMFACTUFtEDWK ZONE 3/EXPOSURE 'D': 60' MAXIMUM HEIGHT -,,'��` .'•No Ia►�: • ��,,,., JACOBSEN HOMES N0710Ek �N w_% SPECMTCATI S AND DRATNMflOmit LDR `,` �>r` C.L.Y. Vt ` DATE 5-19-95 REV. LETTER: DRAWING TITLE: FIGURES 1.2 AND 1.3 P.O. BOX 368 OPoTiNAL PROPRIETARY, AND CONFTDENTUV. MATERIALS OF JACOBSEN UANUFAC7"G AW PROVIDED TO THE /, SAFETY HARBOR, FLORIDA 341695 INC. SUCH MATERIALS REWIDIT Fat SPECFLC RNPOSES NO MUST BE /(�\ DRAWING NUMBER: PHONE (813) 726-1138 IVT CWIDOITUI AM SEcwT FROM Omits, AD-TD-0013 4 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. FRAME TIE -DOWN STRAP SHALL SEE DETAIL V COME OFF THE 'TOP' OF THE I -BEAM SEE DETAIL V DETAIL 'A' IUCKLE WITH 3150# Y MINIMUM (DESIGN LOAD) DETAIL L B' PULL DOWN TIGHT TO GROUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR L/SPROTECT R DEVICE 70 STRAP.AT ALL CORNERS. DETAIL L C' THIS TYPE OF PROTECTION MAY BE USED FOR PROTFnC1,3(IfA,TA'LONGITUDINAL TIE CONNECTIONS ALSO. NOTES: `1 INE1 ',APPR9vALNO��Y�c •. ` % ° •' = uHru% Rrrnvrpa: APPROVED EY 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT . AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET ` 910334 = = •� = l��V ` p,a Z. THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED. ? STATE OF 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE %� O�,'•, / ' I MS �P. OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �i� F ..,,1A•• �� h4WUFACIIJREOHOTdE s/oN ,�: �ZCDWITILICTIONANDSAFEIISIAMM ME D AND f 1 ED OTHERS NOV 2 4 1998 J AC 0 BS EN HOMES NOT[C� TNEsE sKaF1C mm AND DRAwm ARE OMONAL. PRWKTARY. AND CWFOENTTAL DRAWN BY: M.T. DATE: 11-18-98 REV. LETTER: B DRAWING TITLE: m P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 UATERIALS OF JACOBSEN MANUFACTURING INC. SUai MATMALS ARE PROVT)ED 10 THE KDPENT FOR SPECOC PURPOSES MO MAST BE MISC. TIE -DOWN DRAWING NUMBER: PHONE (813) 726-1138 RPT CWMTUL AND SECAEF FRW OOERS AD-TD-0050 32 45 VO ADDENDUM g olm 06ogS ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE —DOWN SYSTEM ANGLE mu FIGURE 7.0 SEE FIGURE L3 FOR RECOMMENDED TM -DOWN METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR MAIONUM HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TD;-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TI H A DMGN LOAD (WORKING LOAD) RATING OF 4,000 POUNDS AND AN ULTDIATE LOAD RATDTG OF 6,000 POUNDS MUST BE USED. AN EQUIYR.ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN IIEU OF THE STYLE CREST PRODUCIS ANCHOR. NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 2 SEE OTHER DETAILS FOR BLOCKNG (PIER) OUANIITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOSURE 'C: 38" MAXDAUM HEIGHT ZONE 2/EXPOSURE V: 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT ZONE 3/EVOSURE V: 28' YAXONM HEIGHT 5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE V. HOWEVER. BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. 1``NEE`�V�PTFGyAL ')ODOrIt'll APPROVAL'S .'' DAPIA APPROVAL' APPROVED BY .Q No. NE37 IN - •- = INC a STAT O •.'••,��0►/!��• .: �� : co.�...::u..ru�rCnstw�vlDB JACOBSEN HOMES THESE S CAM NAWNS`AM ORGINAL PROPMETARY. AND.00NF1oENTIQ "R � C.L.Y. DAZE 5-30-95 REV. LETTER: DRAWWG 71TIE P.o. eox 36s MATERIALS OF JACOM MAIAIFACTLMO FIG. 7.0 A „ SAFETY HARBOR, FLORIDA 34695 RTC SUCH YAIERWS ARE PROVIDED TO THE REOW FOR SPELfTC PIFiPOSES AND KW BE DRAG NUMB PHONE (813) 726-1135 PVT CoNFiD nx RD SECRET TROM OREK AD—TD-0041 m t 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) `0 `11`pTTI IlInn-Lrtrrr/ [Qqw NOTES: Q�Qm pAOVAL•. �� DAPIA APPROVAL � �` .•G�STFR'••.cc,L'� I. SEE AD-TD-0010 FOR SPACING TABLES �: •rc� No. F� '% APPROVED BY 2 SEE AD-TD-0010 FOR QUANJITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. ENE8703571 c 3. SEE OTHER DETAILS FOR BLOCKING {PIER) QUANTITY AND OTHER REQUIREMENTS. �•+ - .�) 5 IN 14 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. INC O / �✓ P.• FEOFlNL YrN fACM�N7E •NDIAN.��.�� [Q6IRATA]INOSYETTSDD6O JACOBSEN HOMES NOTICE: THESE sPEOFlGnoNS AND ORAYANfS ARE DRAWN BY: C.L.Y. DATE: 5-19-95 REV. LETTER: OMONAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS MATERIALS OF JACOB!N MANUFACTLRWG DRAWING TITLE - P.O. BOX 368 FIGURE 2.0 SAFETY HARBOR, FLORIDA 34695 D� SU01 MATERIALS ARE PROHDED TO THE REOPIENT FOR SPE= F F?= AND YUSI BE DRAWING NUMBER PHONE (613) 726-1138 IOPT COIFMnk kD SEOV FROM OTHERS. AD-TD-0014 44 33 ADDENDUM ALTERNATE TIE -DON SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS SIDE VIEW OF MAIN FRAME TIE —DOWN STRAP [ SEE OTHER DETAILS FOR TIE —DOWN STRAP SPECIFICATIONS. APPROVED ANCHOR WE1D=1) TO WIN I—E'EAY (SEE OTHER DETAILS SEE AD—TO-0200 FOR FOR WELDING) TO BE INSTALLED' RADIUS CUP OETAL:LS S AT W FACTORY. (REWIRED TFETA(MIN 31501 PfDUNG [DESIGN] LOAD ANO 4725] ULTWATE LOAD.) 0 GROUND ANCHOR 0 SEE OTHER DETAILS FOR SIZE, 1-1 ANGLE AND OTHER INSTALLATION NOTES SOLID HEADER (CROSSYEMBER) SEE AD—TD-02DO FOR RADIUS CUP DETAILS (REQUIRED THIS LOCATION). SIDE VEW NOTES: 1. SEE AD—TD—OCIO FOR SPACING TABLES 2. SEE AD—TD-0010 FOR OUANITY OF LONGITUDUIL TIE —DOWN STRAPS REOUfcED. 3. SEE OTriER DETAILS FOR BLOCKING (PIER) CUAN71TY AND OTrIER REOUlREL07S. 4. SEE AD—TD-0001 FOR ADDITrONAL REOUIREYENTS. JACOBSEN HOMES P.O. BOX 363 SAFETY HARBOR, FLORIDA 34695 PHO,VE (813) 726-1138 FIG URE 2.1 3' X 3/4' (i 1/2) FRONT VIEW CUT INTO HEADER FOR STRAP ATTACWEHL . MUST BE LOCATED W1THN 5' OF MAN CHASSS !—BEAN. (FACTORY CUT) SEE AD—M—C200 FOR RADIUS CUP DETAILS (REWIRED THIS LOCAIION). 5 YAIL TIE —DOWN STRAP SEE OTHER DETAILS FOR TIE —DOWN STRAP SPECIFTCAMNS. GROUND ANCKOR' SEE OTHER" DETAILS FOR SIZE, ANGLE AND OT,•iER INSTALLATION NC-S. h 7ONAL ��`• �f/f/llllllllll �j/1 A\CIOR BRACKET AND TIE —DOWN DEVICES ARE CERTIFIED BY OTHERS NOT1CR CRAWH BY. C.L.Y. Trui SPEC;FTCA`DNS AHD CRAP 0 ARE O(CGNAL FRCPR;EIARY, AND Ct7d=7Ul DRAWING TITLL: VATF7nALS O JACDBZN MANIAACTUPoN3 NL SUaI YATUMS AU PROYOED TO 1FY IQT7FOT FOR SPECFIC PIAPOAS AND UJST 1E DRAWING NUMBER wl CohnaNIAL AA7 SatR FROM oHn FIGURE 2.2 OAP;A APPROVAL: " a DA¢. 6-13-95 REV. LETTER: FIGURES 2.1 & 2.2 AD— TD — 0015 ADDENDUM ALTERNATE TIE -DOWN SPACING TABLES � ZONE II &III/ESP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE � [+� MIN. W;ND ZONE II WIND ZONE III uIN• On EA. ENO OF ANCHOR ANGLE MIN. on EA. END Of ANCHOR ANGLE �1 FLOOR WIDTH EA SECTION YfN. 9 EA. SECTION YIN. B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE f,IIN. MAX. WIND ZONE II WIND ZONE III SPACING � HEAD LOAD ANCHOR ANLNE SPACING �� ANCHOR ANGLE �� WIDTH �� OVERHANG 12'-0" 6' 3750# 20' 4'-0' 3900j 22' 13'-4' 6' S'-4' 3850/ 25' 5'-4' 3960# 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE tll YIN. OTT. ANCHOR YIN. Ott. ANCHOR FLOOR WIDTH EA END OF ANGLE EA. END OF ANGLE O EA SECTION uw. a EA. SECTION YDL e 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 NUN. MAX. WIND ZONE II WIND ZONE III SPACING � HEAD LOAD ANCHOR ANGLE SPACING DEL �� ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 3950# 25' 2'-8' 39�@ 20' 13'-4" 6' 4'-0' 39601 25' 2'-8' 40009 30' THIS ALTERNATE APPLICATION REQUIRES,,,,4,,000 POUND ANCHORS N TES: 0 ENpN`kLt% pR�; O •., DAPIA APPROVAL 1. SEE AD—iD—000l FT)R ADDITIONAL REWIREYEHiS. .o APPROVED � No. 7NrA sw 43 LONGITUDINAL STRAP ATTACHMENT PxaaE ADDENDUM E ALTERNATE TIE -DOWN SYSTEM �000� TYP. CROSS SECTION(S) SHOWING DEDOWNS ANGLE ANGLE FIGURE 6.0 SEE FIGURE 31 FOR RECOMMENDED TIE -DOWN METHOD SEE NOTE 5 FOR mum HEIGHT (TABLES ON AD-ID-OOS2 QQ IgE APPLY TO THESE STANDARD ULILTI-SCE SECBCNS OF THE UNIT -SEE NOTE 1, BID-76 00]2] TIP. FLOOR 51STDL_-' TIP. AKHOR ANGLE AHONCII ANGLE FIGURE 6.1 SEE FIGURE 32 FOR RECOMMENDED TIE -DOWN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS WHEN USING THIS TIE -DORM CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR T11H A DESIGN LOAD (WORKING IOAD) RATING OF 4,000 POUNDS AND AN ULTNATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVDdNT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 2. SEE OTHER RETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020). 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). (ALSO SEE AD-TD-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- MAXIMUM HEIGHT THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL Wt@ ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY INSTALLING THE FRAl1E 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. ;NEER Wmx "1 AAA,L: DAPIA APPROVAL' od;. G�ST�R • OF%APPROVED BY No. Fp'.Z JUN 1 5 E87kN0 - III-• ^ = INC, �T~6/5f. i :tn.�•�i: G.��S�f�L7t S."G4LA JACOBSEN HOMES NOTICE: ,''A'RE �� qk%%'v DATE: REV. LETTER: THESE sPEGIFICAnaNs ANO DRAlYNGS ARE I�IIILLL� C.L:Y. 5-30-95 ORIGINAL.. PROPRIETARY AND ODNFIDENTIAL DRAWING TTTUD- MATERIALS OF JACOBSEN MAIAIFACILRINC FIG. 6.0 & 6.1 P.O. BOX 368 BBC. SUCH YAIERWS ARE FRONDED i0 THE SAFETY HARBOR, FLORIDA 34695 RFOPENT FOR ST'ECIX P1IPM NO VLSI BE DRAWING NUMBER PHONE (813) 726-1138 PUT CONFDOIUAL AID SECRET FROM OURS. AD-TD-0033 11 li 1YPICA 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. AM CLAMP, MANUFACURED BY I ENGINEERING, PART 159011 ,......... FACTURER'S INSTRUC'RONS FOR COMPLETE INSTALLATION DETAILS) DAPIA APPROVAL PROVED EY 20 11-H INC$ AL MANUFACTURED HOME RUCTION AND SAFETY STANDARDS NOTICE. DRAWN BY: DATE; REV. LETTER: R ' JACOBSEN BIOMES THESE SPECIFICATIONS AND ORAWWNGS ARE M.T. 6-12-01 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368•' MATERIALS OF JACOBSEN MANUFACTURING LONGITUDINAL STRAP ATTACHMENT •„ INC. SUCH MAMMAU ARE PROVIDED TD THE SAFETY HARBOR, FLORIDA 34695 RECnwT FOR 9FLT7FIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-1138 wi CONFIDENTIAL AND SEEM FROM OTHERS. AD-TD-0016 42 35 ADDENDUM r� OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II &III/EXP. C & D `3 T LONGITUDINAL TIE -DOWN SPACING TABLE F+1 MIN. WIND ZONE II WIND ZONE III WIN. OTY. ANCHOR UK OTY. ANCHOR FLOOR WIDTH EA END of ANGLE EA END OF ANGLE O V FA SECTIONSECTIONoH WIN. a Ex SECTION uw e 10'-0' 2 44' 2 56' 12'-0' 2 51' 3 42' 13'-4' 3 38' 3 50' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III GHEAD SPACIN WL ANCHOR ANGLE GHEAD SPACIN DBL ANCHOR ANGLE FLOOR EAVE IDTH OVERHANG Low Low 10'-0" 12" 4'-0' 31501 40'-50' 4'-0' 31501 40'-50' 12'-0" 12' 4'-0' 30001 40'-50' 4'-0' 31501 40'-50' 13'-4' 12" 5-3"3" 31501 40'-50' 4'-0' 30001 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR WIN. QrL ANCHOR UKaTT. ANCHOR WIDTH EA END OF ANGLE EA END OF ANGLE 0 EA SECTION WIN. a Fk SECTION MIN. e 10'-0' 2 64' 3 46' 12'-0' 3 50' 3 68' 1" 3 58'T 4 48' VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAX.X. WIND ZONE II WIND ZONE III SPAONG DBL HE/J ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE FLOOR SAVE OVERHANG LOAD LOAD 10'-0" 12' 4'-0' 31501 40'-50' 2'-8' 31501 40'-50' 12'-0" 12' 4'-0' 31001 40'-50' 2'-8' 3150$ 40'-50' 13'-4" 12' 4'-0' 3065� 40'-50' 2'-8' 30001 40'-50' NOTES: 1. OFFSET SECTION ri1TH THE MARRIAGE LIVE WALL EXTENDING BEYOND THE ENDWALL OF ENa;�� A ,•' G\S T ter` �'KVv�`_�`D BY REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT ME MARRIAGE LINE IN ACCORDANCE WITH THE TABLES ABOVE, THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T S E P 0 9 15 �6 'DS.EIEJ �t QNbN°� ADDENDUM Stt 6 ALT. OFFSET UNIT TIE -DOWN SPACING TABLES 6 Q &, ZONE II &III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE WIND ZONE II WIND ZONE III FLOOR Mw• QTY' EA END OF ANCHOR AN MIN. OTY. EA END OF ANCHOR ANGLE �D�CIE EA SECTION WIN. a EA gctO WIN. e 0� 20'-0" N/A N/A N/A N/A 24'-0" 2 42' 2 53' 25-4" 2 45' 2 58' 26'-8' 2 48' 3 370 VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPASPACINGDOL HEAD ANCHOR ANGLE ANCHOR SPACING HEAD LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG Low 20'-0' 12" N/A N/A N/A N/A N/A N/A 24'-0" 12' 4'-0' 4000$ 20'-30' 4'-0' 4000$ 20`-30' . 25'-4' 12' 4'-0' 4000# 20'-30' 4'-0' 4000$ 20'-30' 26'-8" 12' 4'-0' 4000$ 20'-30 •4'-0' 4000$ 25'-30' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE -III •� uIN. on. 36 41 ADNDUM o �N��°gs ALTERNATE TDEEDOWN SYSTEMS) aoo � TYPICAL CROSS SECTION SHOWING TIEDOWNS m SEE NOTE 4 FOR YAIORLUM HEIGHT 4' MAX LtiSFT Jam— FIGURE 5.0 SEE FIGURE LI FOR RECOMMENDED TIE METHOD IMPORTANT IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS MIEN USING TTDS TIS-DOM COhnGUR►TION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR 11PTH A DESIGN LOAD (60R T1 LOAD) RATING OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIVD M ANCHOR MEETING THE ABOVE SPECIFICATIONS NUDE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSURE V AND EXPOSURE V, HOWEVER. BY 1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS. INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -SEAM THE MAX. 2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. 3. FOR FIGURE 5.0 SEE ALTERNATE T,E-DOWN SPACING TABLES (AD-TD-DO30). 4. ZONE 2/EXPOSURE V. 31: MAXV.UM HEIGHT ENgNELR�PPROVALy1U ' •; �' 6 DAPIA APPROVAL' ZONE 2/EXPOSURE V.- 21' MAXIMUM HEIGHT �� . �` d �,1STF' `•:� rrrrr , ZONE 3/EXPOSURE V: 30' MAX LfJM HEIGHT �, �•' F!j '. G _„='• _ .� y ZONE 3/EXPOSURE V: THIS APPUCATON IS NOT APPLICABLE. �� N0, � •� ENES70�� ^r_ -' 1 :• �•� Z`pTCN1 E w .J.Ir .i NOTICE 'If'II" ORAWN BY: C.L.Y. DATE 6-13-95 REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ORIONAL. PROPRIETARY. AND CONFDENTAL uATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE' FIG. 5.0 P.O. BOX 368 Da SUCH MATERW.S ARE PROKED TO THE SAFETY HARBOR. FLORIDA 34695 RECIPORT FOR SPECFK PURPOSES AND MUST BE DRAWING NUMBER: AD—TD-0031 PHONE (513) 726-1138 JUT CMDD+TIAL AND SECRET rRCW OTIM i 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 0THOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR MAXONM H IGHT ANGLE ANGLE FIGURE 3.1. SEE FIGURE 6.0 FOR ALTERNATE TIE-DDVN METHOD NOTES: 1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). 2. SET: AD-TD-0020 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. (OFFSET SECTION ONLY) 3. SEE 01M DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. 5. ZONE 2/EXPOSURE V: 447 *MAXIMUM HEIGHT ZONE 2/EXPOSURE V- 24' MAXIMUM HEIGHT (3Y 0 24' WIDE MIN.) ZONE 3/EXPOSURE 'C': 32' MAXIMUM HEIGHT ZONE 3/EXPOSURE V: 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) [TABLES ON AD-TD-0021D DO NDT APPLY TO THESE STANDARD MULTI -WOE S£C11ON5 OF THE UNIT -SEE NOTE 1, AD-TD-0020.) TYP. FLOOR SYSTEM-7 TYR ANCHOR ANGLE NON ANGLE FIGURE 3.2 6.11MR_ ALTERNATE TIE-DDWN METHOD 3.w. No quo F� ENE8703571 Fs• ..� G� '',*Y/QNAL APPROVED BYE I IL 3 K*Ak_ 7N]IPINC JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE.` THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY. AND CONFIDENTIAL R SPMATMas OF JACOBSEN MANUFACTURING BK: SUCH MATDIUV_S ARE PROIDm TO THE REOMIT FOECfiC PURPOSES NO MUST BE rCEPT CONFDOMIIAL AND SECRET 1RaM oTHERs DRAWN BY: C.L.Y. DATE 5-11-95 REV. LETTER: n // 1, :� ❑ DRAWING TITLE FIG. 3.0, 3.1 & 3.2 DRAWING NUMBER: AD-TD-0021 4U 37 ADDENDUM ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN. SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION `�Tulunlrua, NOTES: F�' li OV ii�DANA APPROVAL.' O . �\s •�F �% APPROVED BY 1. SEE AD-TD-002D FOR SPAC'i; TABLES (OFFSET SECTION ONLY). �: Q� AD - No. 4CO•,?/ 2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REOUIRED. (DFTSET SECTION ONLY) _ NE870357.1 - 1 5 3. SEE OTHER DETAILS FOR ELOO-C.4C (PIER) OUANTITY AND OTHER REOUIRF OT5. I ^ 'v, � 4. SEE AD-TD-0001 FOR ADDInC+:AL REOUIREUENTS. T��///��y//�TT�� Qj=' Q - O •..,��/� � .: L�/ � fE:EMAI YA�fK7WD,DE ,, �Fs,' •... lA�. • C�� •��` Don„uc,Ea,NosN[rt5wc�lq " NAL JACOBSEN HOMES NOD THESE SPEOf1uTu7NS AND DRANNGS ARE OMONAL. PROPRIETARY. AND CCNIIDENIx DRAWN BY: C.L.Y. DATE: 5-11-95 REv. LETTER. DRAWING 11117E: P.O. BOX 368 MATERIALS OF JACOM UARUFAC7MG FIG. 4.0 SAFETY HAPEC-R. FLORIDA 34695 INC. 9JCH MATERKS ARE Pft= TO THE RECPINT FOR SKCFC RRRNOM me TEAT BE DRAWING NUMBER PHONE (813) 726-1138 OUT CONFTJ A& NO SECITI RRaI OHM AD-TD-0022 A' ADDENDUM G�R� ALTERNATE UNIT TIE —DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III ANCHOR NIN.OTY. ANCHOR V V FLOOR MIN.OTY. EA. END OF N EA. END 0' LE 1� WIDTH EA SECTION YIN.. A EA. SECTION IN MIN. 9 20'-0' 2 36" 2 45' 24'-0' 2 46' 2 60' �4 1 - 25'-4' 2 50' 2 61' I'll26'-8' 2 55' 3 30' VERTICAL TIE—DOWNN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING D H ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG L 20'-0' 12' 4'-0' 35701 20' 4'-0' 3900# 20' 24'-0' 12' 4'-0' 37001 20' 4'-0' 3950# 20' 25'4 12" 6'-8' 40001 15' 4'-0' 3950# 22' 26'4 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR YIN. OTY. EA END OF ANCHOR ANGLE UK or(. EA. END OF ANCHOR ANGLE P,1DTH EA SECTION UK EA SECTION MIN.. e v 207-0' 2 50' N/A N/A 24'-0 2 70' N/A N/A jl 25-4" 3 1 42' N/A N/A N/A I N/A N/A N/A VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DOL HEAD ANCHOR ANGLE SPACING DBL HEAD' LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD 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 25'-4' 12' 4'-0' 40001 26' N/A N/A N/A 26'-8' 12' 4'-0' 1 4000# 27' , ,,,,, , N/A N/A N/A NOTES: ENGINWt. APPR�IAL•DOr��/A�� C1 CQ �� DAPIA APPROVAL• 1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREIIENTS No. 2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED _ ENE8703571 ABOVE. J. 20 WIDES -82' MAXIMUM I -BEAM SPACING ONLY. .� 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). '.� o:�; - ND Ip; . • `\ `. _..._............. . _ . _. JACOBSEN HOMES Nonca �yrr► ,QRA R+ESE SPEOFICATMS AND DRANN65 AMC.L.Y. DATE. 6-13-95 REV. LETTER: TITLE ALT. SPACING TABLES OPopNAL PROPRIETARY, AND CONNDE)IRAL DRAWING MATERIALS OF JACOBSEN MANUFACTLFWG P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 INC. SUCH MATERIALS ARE PROVIDED TO THE RECIMT FOR SPEUIC PURPOO AM MIST BE DRAWING M NUMBER: AD- TD-0030 PHONE (813) 726-1138 WT COMT,u AND SECRET rFOM OT w 38 39 SET-UP MANUAL SCANNED BY St. Lucie County 00❑❑ JA OBS N HOMES m 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 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. ,JACOBSEN Homes SU-00-0000 2/18/08 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS *MISCELLANEOUS DETAILS APPROVED BY Revised Nov 28,2006 ADDENDUM) INC FEDERAL UANUFACFURED HOME CONSTRUCTION AND SAFETY STANDARDS 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. 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. IT IS HIGHLY RECOMMENDED THAT THE GROUND BE COVERED WITH A VAPOR BARRIER (I.E. VISQUEEN, ROOFING UNDERLAYMENT). 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 4" X 16" X LENGTH OF HOME MINUS 18% REINFORCED WITFI 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 ING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, do 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 CARPENIER'S LEVEL 1/ACCEPTABLE M SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. NOTICE DRANK BY_ DATE REV LET7Flt JACOBSEN HOMES TNESE sF ma o AND mANm NE M.T. »-2�—os 0111MR. PRG-WTARI; AND C NFnElM& DRMAING TITLE: P.O. BOX 368 M1I0IALS OF JACOMM MvMAanNsic MANUFACTURED HOME SET—UP rib SDat MA1EIrALS ARE PRO = lO TIE SAFELY HARBOR, FLORIDA 34695 lexmgT FOR VWM RWOgs AND MIST EE DRAMG NWOM PHONE (727) 726-1138 TOPE CONRDEI ML AND 9MW FM OffM SU-01-0001 AIR HANDLER CROSS —OVER CONNECTIONS PLENUM (DUCT CONNECTION BETWEEN CROSS -OVER SUPPLY DISTRIBUTION BOX) ( DUCTS SHALL BE MADE PER OTHER DETAILS. 00 I CEILING BOARD L — — — I PLENUM (DUCT DISTRIBUTION BOX) UNIT MARRIAGE LINE DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER A/C SYSTEM (AIR HANDLER, ETC...) A SUPPLIED BY OTHERS AIR HANDLER CROSS —OVER ELEVATION VIEW [EI'l ❑00 JACOBSEN HOMES NOTICN DRAWN BY: DATE: REV. LETTER THESE SPECIFIGnoNS AND DRANINGS ARE C.L.Y. 3-21-95 O�O MGM. PROPRIETARY. AND CONnDENTLAL DRAW1NG n �� P.O. BOX 368 MATERIALS OF JACOBSEN MAMIFACTANC E HANDLER CROSS -OVER INC.. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIMT FOR SPECFIC PIFfto AND M05T a DRAWING NUMBER-00❑ PHONE (813) 726-1138 IVT COfFDENTIAL AND SECRET n= OTHERS SU—AC-01 CO MAIN FRAME I -BEAM WOOD SHIMS (DECAY RESISTANT) AND/OR PRESSURE TREATED LUMBER ~ PIER CAPPED WITH SOLID CONCRETE BLOCK (MIN. 4' THICK) 8' X 8' X 16' CELLED MASONRY BLOCKS WITH OPEN CELLS VERTICAL SEE TABLE I FOR PIER FOOTER SIZING AND SPACING SPECIFICATIONS (PAGE 11) (SEE SU-4A FOR 16 X 16 PRECAST PIER PAD SPACING) , SEE NOTE REMOVE ALL ORGANIC MATERIAL - AND PLACE PAD ON STABLE SOIL BELOW FROST LINE PER LOCAL CODE REQUIREMENTS. TIE -DOWN STRAPS ATTACHED TO RIDGE BEAM COLUMNS ON EACH SECTION TO BE CONNECTED TO A DOUBLE HEADED ANCHOR DOUBLE HEADED ANCHOR SEE NOTE J2 _/ DETAIL `A' DETAIL 'B'. 1. 48' MAX. FOR HOLLOW BLOCKS. 72' MAX PIER BLOCK WITH CEI I COMPLETELY FILLED WITH CONCRETE (PIER SYSTEMS ANY TALLER MUST BE APPROVED BY A LICENSED ARCHITECT OR ENGINEER) 2. MAXIMUM PIER/PAD EXPOSURE: 1000 PSF SOIL — 8' 1500 PSF SOIL — 6 3/4' 2000 PSF SOIL — 5 3/4" 2500 PSF SOIL — 3 3/4' 3. MARRIAGE WALL OPE24ING PIERS TO BE WITHIN 6' OF OPENING ON EITHER SIDE OF COLUMN. 4. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16' X 16' B. FOR CAST IN PLACE FOOTINGS MIN. THICKNESS IS MAX FOOTING DIMENSION DIVIDED BY 4. (BUT NOT LESS THAN 4") 5. ALL FOOTING CONCRETE. TO HAVE COMPRESSIVE STRENGTH. (fc') a 3000 PSI (MIN.) 6. PLACE 4 MIL POLY ON GROUND PRIOf TO POURING FOOTING CONCRETE. 7. ALL PIERS MUST BE CENTERED ON FOOTING. 8. FOOTING CONSTRUCTION MUST COMPLY TO LOCAL BUILDING CODES. SEE NOTE #2 JTC-)g199 INC WOOD SHIMS (DECAY RESISTANT) AND/OR PRESSURE TREATED LUMBER PIER CAPPED WITH SOLID CONCRETE BLOCK (MIN. 4' THICK) 8' X 8' X 16' CELLED MASONRY BLOCKS WITH OPEN CELLS VERTICAL (SEE NOTE 11 FOR MAX PIER HEIGHTS AND DETAIL ABOVE) SEE TABLE FOR PIER FOOTER S12ING AND SPACING SPECIFICATIONS (PAGE 10) REMOVE ALL ORGANIC MATERIAL AND PLACE PAD ON STABLE SOIL BELOW FROST LINE PER LOCAL CODE REQUIREMENTS -.--SEE NOTE 12 (DIMENSION VARIES WITH MAX ALLOWABLE SOIL BEARING) SU - Ok-oo01, 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) APPROXIMATELY 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) APPROXIMATELY 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. NOTE: PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. I DATE: 6-6-94 REV. LETTER: ❑❑■❑ O. BOX 368 ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITL MOBILE HOME SET-UP 2 ❑„❑ P. INC. SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01 -0002 BOTTOM BOARD P-TRAP ACCESS PANELS TAPE APPLIED OVER. ALL SEAMS AT PATCH APPROX. 1" PATCH To BE SAME MATERIAL AS BOTTOM CARD BEING REPAIRED. OLE MAY BE (3) SIDED ;LIT IN BOTTOM BOARD ,,.JD TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING 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 3 OR 4 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. MAI' BE SEALED WITH TAPE 5. THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR: SHURTAPE PC658, FIRST LINE 620 ❑❑❑❑ J AC O B S E N HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: R. R. I DATE: 10-31- O1 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: n ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE BOTTOM BOARD P-TRAP ACCESS ,/-A\ ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1136 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-1 5-0010 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. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP 0 ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE urtnmv DI: S.A. UHIL: 6-6-94 KL V. LLI ILR. ❑❑■❑ORIGINAL. PROPRIETARY, AND CONFIDENTIAL OF DRAWING TITLE: ❑"❑ P.O. BOX 368 MATERIALS ARE MANUFACTURING INC. SUCH MATERIALSRIALS ARE PRovloEo TO THE DOWN DRAFT RANGE VENTING ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 726-113B RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-15-0002 PHONE (727) SEE NOTE #7/ SEE NOTE #6 4 2 1 5 5 3 ,.,,--SEE NOTE #2 NOTE #1 \-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 >- I SEE NOTE #2 -..-SEE NOTE #4 -, I NOTE #1 \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) ❑❑❑❑ ❑❑.❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 71ON5 AND DRAWINGS ARE THESE SPECIFICATIONS ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWIOED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOUBLE WIDE BLOCKING DRAWING NUMBER: SU-01-0003 SEE NOTE #7 SEE NOTE #6 2 1 3 MEN NOTE #5 > SEE MEN NOTE #1 ' MEN MEN IMM MEN MEN SEE NOTE #2 I NEW MEN MEN NEW MER _�— SEE NOTE #4 - ---,— MEN MEN MEN NOTE #5 MM' I NOTE #1 MEN IME N OTEE #3 SEE 4 2 1 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 SEE DETAIL 'B', 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 'A' SU-01-0010. #7-''_OCKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES. ❑❑ ❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN 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 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. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TRIPLE WIDE BLOCKING DRAWING NUMBER: SU-01 —0004 R 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 FLOM AND BOTTOM BOARD SITE INSTALLED DRAIN-y PIPE AND EMW (1/4- PER FOOT YIN. SLOPE) TYP: WATER HEATER V PRESSURE AND TEMPERATURE REUEF LINE II II II II TYP FLOOR SYSTEM jl u PIPE TO BE SUPPORTED 4'-0' O.C. MAX MATERIALS ARE PROVIDED BY THE MANUFACTURER. DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED �TYR I -BEAM AND VISIBLE FM INSPECTION. (SM DETAIL IAl 1` 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) DAPIA APPROViU: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR APPROVED BY FRAMING AND/OR CHASSIS MEMBERS. Revised 2) SHIP LOOSE DRAIN LINE TO BE THE SAME MATERIALS AS THE FACTORY INSTAUZO W/H PAN PIPE_ IN 7AINC. sar 12,2007 ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE 3L) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES oT. 1�.. �1.« THESE s>�„� A� � � M.T. 03-08-07 01104. PROPW WY..AHD oolrinenlAc DRAWING ERE yy H PAN DRAIN . MATERIALS OF JADDOEN 11AWFACRAIM Lilmegirr P.O. BOX 368 W. 80 YATBULS AID PRdMDFD TD TIE sAFEP>rrHOW (7(7s7) FLORIDA 39 n�"n Im MW HE DRAw►ic Nwe�x SU-15-0003 ELECTRIC CLOTHES DRYER VENTING 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 SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL SENARE MANUFACTURING MATERIALS OF JACOMATERIALS INC. SUCH MATERIALS ARE PROVIDED 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 //-�,\ DRAWING TITLE: ELECT. CLOTHES DRYER VENTING DRAWING NUMBER: SU-15-0001 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 607 NB AT SIDEWALL OR MARRIAGE WALL UNDER EACH SIDE OF ALL EXEERIORR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/2' WINDOWS PIERS REQUIRED AT EACH END AND BETWEEN EACH OPENING RECESSED AREAS REQUIRE PIERS SPACED &C 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 . 64' O.C. MAX . ----- IIIIIIIIIIII --i - --- NO-W OF =_ L ---- u CABINETS ALONG SIDEWALL OR MARRIAGE WAIL (APPLES 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 MANAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS NOTES 1. ADDITIONAL BLOCKING REQUIRED AS WCATED ABOVE (USE 16' X.16' PER PADS). 2. LOCATE BLOOM UNDER PERIMETER JOIST OR WTHN 8' OF END OF 16' O.C. JOISTS 3. PNIIETER BLOCKING IS REQUIRED UNDER TDf FLOORS (MARRIAGE ✓f SIDEWALKS) 64' O.C. MAX. L M00 JACOBSEN HOMES P.O. BOX 368 HARBOR,13FLORIDA26-1138 95 NOT 1FESE SPECIFICATIONS AM NO DRAWINGS ARE ORMAt, PRGWIETARY. AID CMEDIEW MATQaAIS OF JACOBSENMAINUFACTUMG INC. SUCH MATERIALS ARE PRGYM TO TIE w" 9F�I o Smu na WM BEOHM oRA1IN BY: O.A. °ATE 4-12-00 REV. LETTER: (12-03-07) DRAVANG TITLE: ADDITIONAL BLOCKING MSAFETY DRAIWNG MEMBER SU-01-0005 BLOCKING (PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. SHEARWALL PIER LOCATIONS SEE SET-UP ADDENDUM FOR SPECIFICS r BOTTOM OF EXTERIOR SIDING AT SIDEWALL SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL I., FOR SPECIFICS i BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. COLUMN PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE UNE) A GENERAL PERIMETER BLOCKING 64" O.C. MAX. (SEE SET —MANUAL FOR SPECIFICS) )APIA APPROVAL: APPROVED BY MayN P1 22,2006 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS M.T. 7-05-20-06 �...�..... JACOBSEN HOMES -mm A� �►+� ATE 7- OW=4L. PROPRIETARY, AND CMIDEiRAL DRAWING IME. P.O. BOX Sea VA1Qi/LS OF JACOBSEN MANUFACTUF G BLOCKING (PIER) LABELS INC. SUCH MATERIALS ARE PROYM TO THE SAFETY NE ( 7) 7ORID1 95 REtitNT >c�P fA DRAYNNG NUYBF7s SU-01-0006 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 PRESSURE DETAILS CONNECTIONS SPICES LIMITATIONS TAPE ONLY A) FOLD BACK JACKET AND INSULATION A) FOLD BACK JACKET AND INSULATION !!n 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 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 OVER FITTING. FROM ONE DUCT OVER OTHER DUCT. E) APPLY DUCT TAPE* AROUND JACKET E) APPLY DUCT TAPE* AROUND OUTSIDE 0 0 AND FITTING WITH AN EQUAL TAPE OF JACKET EDGE WITH EQUAL TAPE WIDTH ON EACH. WIDTH ON EACH JACKET. SPLICING CLAMP ONLY A) SLIP DUCT OVER FITTING AT LEAST A) FOLLOW AS DIRECTED UNDER THREE INCHES. 'CONNECTIONS' BUTTING TWO DUCTS METAL CLAMP B) PLACE CLAMP** AROUND DUCT AT TOGETHER ON A STANDARD SHEET (FOR LOW TO BondCE FITTING AND TIGHTEN WITH APPROPRIATE METAL COUPLING AT LEAST SIX INCHES MEDIUM PRESSURE TOOL UNTIL ALL MATERIAL UNDER CLAMP IN LENGTH. NOT TO EXCEED HAS BEEN COMPRESSED AND CLAMPING 4 IN. W.G.) PRESSURE IS ASSURED. SEE PRESURE C) CHECK CONNECTION BY PULLING ON LIMITATIONS FOR 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 B) SLIP CORE OVER FITTING AT LEAST DIRECTIONS UNDER 'CONNECTIONS'. OR HIGH PRESSURE 1 1/2 INCHES. NOT TO EXCEED o 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. o 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 ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROWDED TO THE MOBILE HOME SET-UP DUCTWORK DRAWING NUMBER: SU-1 3-001 O ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. PHONE (727) 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. UNIT IS SHO AND ONE RE WILL VARY E HAVE MORE Un FLVVLn OUrrLi UR -• ••^ •• �••• RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL DOUBLE WIDE 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 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DOUBLE WIDE A.C. CONNECTIONS DRAWING NUMBER: SU-1 3-0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 725-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. m Y ADDITIONAL RECESSED PORCH BLOCKING GIBS BLOCIW 1s N Aoomm To BLOCKING REQUIRED IH us MANuu) 61' MAX 61' MAX USE DETAIL TI' ONLY we OUiRIGGETI IS OH FLOOR JOIST SEE BETAL 'A' SEE DETAL V NNR xy MR- PORCH POST m TYP. RECESSED PORCH EXTERIOR WALL EXTERIat uL — � ADDED 1-BEAi1.UNDER EXD W 1P L — EWA PER ut✓DER AfJ6ED t-1101� RECUM PORCH REMK PIERS SPACED 6r ac.- Ma Limos ADDED I -ems (AND PIERS AT PORCH POSTS) AS SHOWN 64' CC MAX. PIER SPAaNG AT MARRIAGEWALL Mot DISUAM KTM IE NAP PUR AND EDGE OF PORCH POST TIP. P ORQi POST MAY NOT EXCEED DEPTH. TIP. PORCH POST FLOOR JOIST (5111') 51 2' MAX TYP PORCH FLAORWG TIP. PO O FLOORNG _ PORCH FLOOR JOIST DOUBLE PORCH PERIMETER RAIL �` (2) 2 X 6 PT X If IRE. TIP. TE-000 STRAP ERA 2. (SEE On-9 DETAILS) PORCH FLOOR JOISIS TIP. PER (6' X a' X 16') 16' X 16' WIN. PIER PAD Cp S SECTION VIEW At I TIP. PORCH POST M PORCH FLOORING PORCH Ft00R JOIST (2)2X6PTXlIr-U11 BRIDGED BEDW 2 PORCH BOOR ASTS LONGTFUDINAL VIEW A2 DETAIL 'A' . e FORM FLOOR JOIST .r1DW DOUBLE PORCH PSUMEfER RA 2X6FIXWWII. BENEi1( 2-Ti'P. X-DOSl1 S1RAPRCH FLOOR JOISTS (SEE OTHER DETAILS) (a' X a' x 16) IC X 16' MIL PER PAD CROSS SECTION VIEW Bl TIP. PORCH POST �IiOTE: DISTMICE BET11110 EDGE OF TIP. PORCH FLOOw 5I/2' � FIER AND EDGE OF PORCH POST PORCH FLOOR JOIST WAY NOT EMED 5 1/2' (2) 2 X 6 PT X la' MIN. WO 2 TYP. 11-m Sw PORCHF� (SEE OTHER DETALS) LONGMUDINAL. VIEW B2 1tiE��F Now , 1F1'. NOTN '`�c••. L AM=& BLOCIONG REOIlRED AS IHOICAIED ABOVE (USE IC X IC PEA all PADS a1 loon Psr SOL CAPACITY) I s. LOCATE BLODOW LWPEOMM JOIST OR a111011 s 11t q END OF IC at 1 PURIFIER BLWM IS RElXORED UNDER PORCH AT E71CH POST (61' at MAX) i. ADOIDDNAL BLOCIONC REOUBED AS VID01ED ABOVE UNDER CENTER OF ADDED 1-BEAM : i�6 I. GM�DETAIS FGR OWRFOUIRkD BLOfJONG LOGTIONS / 1''•. -0FAD;&" MAY DIFFER 01 437E FROM MAR HOUSE I-BEASL• • /tr APPROVED BY �:LoLoo DeC 1.3,2006 s I 111MII VV. PE FEDERAL IMNACTOD MOMS i CMSTRUCDON MO SAFETY STMDARUS 6 AM I -BEAM AT PORCH/EXIERIOR WAIL ♦ . �t • +o E� till �```�; ••�� No= 3: ,. OATC: REY LEThR JACOBSEN HOMES TX SPEC11 ,AUN AM WAWM AM R.R. 11-2a-os emouA4 TM% AND COHRO 14 DRAVM DTI ADDITIONAL RECESSED MAURULS OF =.gll YYNFACAW4MC P.O, BOX 358 W_ WM MA70W ATE P WOM TO 7K PORCH BLOCKING SAFETY HARBOR. FLORIDA 3"95 WWW R11 SV=FOU00 AMi LUST X DRAWING NUMBER: PHONE (813) 726-11se an Gomm me =a I= om SU-01-0007 ©, 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 CONSTIUCTION") 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) EXP. B LOADING FOR PARTIALLY ENCLOSED STRUCTURES ALSO MEETS WINDZONE - III EXPOSURE C REF. PG. 07-0050, 07-0051 20 PSF ROOF 10 PSF D.L. NOS01 NOTES: t Lei 1. HOST BEAM IHSTAU ATION IS FOR ON -SITE STRUCTURE ATIACHMENI: 20' WADE MAX WIND ZONE 2 OR 12-An Ems. B SITES. �.•=`r' f`•.. 16' WADE MAX NNJD ZONE 3 OR 140UPH EXP. B SITES ' F. 2. WN. BRACKET LOAD CAPACITY FOR VERTICAL HE -DOWNS IS 24501 WIND ZONE 2. 29601 WND ZONE 3 _ ; ! / 3. WALL FRAMING IS 2 X 6 SPF f3 I6' O.C. E. Q 4. 48'. O.C. PERIMETER BLOCKING REOLIRED ON HOST BEAM SIDE OF HOUSE.;°`pF:O�`r`�(„��t DAPIA APPROVAL- APPROVED BY Jan 20,200 INC. FEDERAL MANUFACIURED NOISE CONSTRUCTION AND SAFETY STANDARDS s S. NOTICE tt q= T� Y: DATS: REV.IETIM JACOBSEN HOMES DIESE snancAaONs AND ORAT Uw& t D.M.T. 01-10-07 ORR.TIIAI. PROPRIETARY. AND pOitO IAL DRAVANG IRL ,m " P.a eox s6a MAIER "'s OF JACOBSEN WAIFACWROC ATT. TO HOST BEAM — INC. SUCH MATERIALS ARE PRONGED' 10 1HE SAFETY HARBOR. FLORIDA 34695 RECMT FOR SPEOFIC PURPOSES AND MUST BE _ DRAWNG NUMBER: $U-01-D008 PHONE (727) 726-1 T 3a . KEPI COIGroEMIAt AND SECRET FROM DGeRt of ■ J FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS -OVER (SEE ELECTRICAL SET-UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER (SEE DETAIL BELOW) Tvnil A.I I/Af]OIA('C I IAIC !\C TYPICAL FLOOR ASSEMBLY ATER CROgq-nVFR 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 LINES 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. ❑❑JAC0BSEN HOMES AIO S AND THESE SPECIFICATIONS AND DRAM7NGS ARE DRAWN BY: C.L.Y. DATE: 10-23-95 REV. LETTER: ■❑ORIGINAL, !01141111IFE P.O. BOX 368 PROPRIETARY, AND NUFACTCONFIDENTIALNG MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE:WATER CROSS-OVERA INC. SUCH MATERIALS ARE PRONDED TO THESAFETY ❑❑ HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11 -0020 PHONE (813) 726-1138 MOBILE HOME SET-UP 2" WET VENT WITH NOT MORE THAN UNVENTED ,� (1) FIXTURE DRAIN W.C. DROP 2" i 3" , D i 2" O VENTED W.C. 3" ALT- DROP / TYPICAL O � 2" DROP � INDICATES BOTTOM / OF HOME i i / 1 1/2" DRY VENT 2" (SEE ALT. FOR OPT. WET VENT UNVENTED CONNECTION) O INSTALL FULL SIZE W.C. DROP , 1 1/2" 2" CLEAN -OUT IF SLOPE 3' IS BETWEEN S & O 3" i O 2" 1/4- ERFOOT" i USE OD IF CLEAN- i 3" 3 OUT IS NOT NEEDED OD TYPICAL 3" � 1 1/2" DROP i 3„ i i 3" / 1 1/2" 1 1/2" �- MINIMUM SLOPE 3 1/8" PER FT. FITTING SCHEDULE /ice WITH CLEAN -OUT 1/4" PER FT. A Q VERT. TO HORIZ. LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O 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) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM WATER HEATER / Si 3/4- DROP SECTION 3/4" ELL 3/4" THREADED INLET , / 3/4" TEE AND 4 THREADED ` 3 4 ELL FRESH WATER INLET FOR 3 NOTE; INLET - FIELD / SINGLE WIDES AND MULTI- 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 ❑❑❑❑ 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 368 MATERIALS OF JACOBSEN MANUFACTURING DRAIN SET—UP INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-11-0005 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" MADE 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 co CONCRETE FOOTING dGo 16" MIN. EACH SIDE 4 X 8 X 8 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. CALCS. C WA- 671 `��r,tuurrrrgrr� NOTES: `IP � .1 , �4i �VQ.•G\STER DAPIA APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND •.�! � Q� (Vp• F6 % APPROVED BY SPACINGS. 910334 •= 2. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END Boa Tk OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART * - INPINC. ABOVE FOR FULL LENGTH OF HOME 3. SEE OTHER DETAILS AND MAXIMUM OPENINGS -o STATE ©F c� FOR PIER REQUIREMENTS AT MATING LINE OF MULTIPLE WOE HOMES. �Q••/p► ..' C,�` �i • FEDERAL MANUFACTURED N 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS ••• i�Fs+s' ?�fO%4� CONSTRUCT ARDS MHR � 1 1�� JACOBSEN HOMES 1HESE sPECFTCAnoesNO'rlAN DRaw,H ARf AWN BY: M.T. DATE 2-8-99 REV. LETTER Rd P.O. BOX 368 ORKMNAL, PROPRIETARY, AND COrFIDENRAL MATERIALS OF JACOBSEN MANUFACTURING RC SUCH MATERIALS ARE PROVIDED TO THE D u DRAWING TITLE: i 16' x 16" PIER SPACING SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES AND IAnT BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONROEt:11A1 AND SECRET FROM OTHFTS. SU-01-0020 ALTERNATE MAIN BEAM PIERS (8' X 8' X 16' HOLLOW CONCRETE MASONRY BLOCKS) (NO MORTAR OR GROUT REQUIRED) MAIN FRAME I-BEAM�� WOOD SHIMS (DECAY RESISTANT) AND/OR \ \ 8' X 8' X 16 HOLLOW CONCRETE BLOCK IS SHOWN, PRESSURE TREATED LUMBER USED FOR BUT A 8X 4' X 16' BLOCK (SOLID OR HOLLOW CORE) HEIGHT ADJUSTMENT, 1' MAX THICK OR A 1' TO 2' X 8' X 16' SOLID BLOCK MAY BE USED. AND 4' X 8' MINUMUM SIZE "' ,, IL (TOP LAYER ONLY). PIER CAPPED WITH CONCRETE 2' OR 4' THICK OR I X OR 2 X PRESSURE TREATED LUMBER 8' X 8' X 16' CELLED MASONRY BLOCKS W WITH OPEN CELLS VERTICAL SINGLE STACK BLOCK PIER (PERPENDICULAR TO MAIN BEAM) 8,000 LEIS. CAPACITY -SEE NOTE #1 MAIN FRAME I -BEAM WOOD SHIMS (DECAY RESISTANT) AND/OR PRESSURE TREATED LUMBER USED FOR HEIGHT ADJUSTMENT, 1• MAX THICK AND 4' X 8' MINUMUM SIZE PIER CAPPED WITH CONCRETE 2' OR 4' THICK OR 1 X OR 2 X PRESSURE TREATED LUMBER 8' X B• X 16' CELLED MASONRY BLOCKS WITH OPEN CELLS VERTICAL DOUBLE STACK BLOCK PIER 16,000 LBS. CAPACITY (SEE NOTE 11 & 12) 8' X 8' X 16' HOLLOW CONCRETE BLOCKS ARE SHOWN, BUT 8' X 4' X 16' BLOCKS (SOLID OR HOLLOW CORE) OR i' TO 2' X 8' X 16' SOLID BLOCKS MAY BE USED. (TOP LAYER ONLY). WINDZONE III (110 MPH) ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. FLOOR MAXIMUM I -BEAM PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) WIDTH MAX. 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144" O.C. 144" WIDE FLOOR 242E LBS. 3488 LBS. 4548 LBS. 5608 LBS. 6668 LBS. 160" WADE FLOOR 2661 LBS. 3838 LBS. 5014 LBS. 6191 LBS. 7368 LBS. 184" WIDE FLOOR 2961 LBS. 4288 LBS. 5615 LBS. 6941 LBS. 8268 LBS. NOTE: UNIT WIDTHS INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM. (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) NOTES: 1. SEE SU-01-0020 FOR PIER SPACING WHEN USING 16' X 16' PIER PADS, WHEN USING 16' X 16' MIN. PIER PADS OTHER THAN CONCRETE THEY MUST BE LISTED AND CERTIFIED TO.EXCEED OR EQUAL MIN. PIER CAPACITY. 2. WHEN USING PIER PADS THEY MUST BE LISTED AND CERTIFIED TO EXCEED OR EQUAL MIN. PIER CAPACITY. 3. START I -BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END OF THE HOME AT EACH [-BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ABOVE FOR FULL LENGTH OF HOME CALCS. 1N1111111tU// NGIkQ%QVAII I /(•Y ♦♦i♦ Q� cQ•GIST ERF • �� ♦�'�. Q� No. o 910334 -o ••. STATE OF 31A APPROVAL APPROVED BY I 448� INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS . MAR 0 1 1999 JACOBSEN HOMES 0T1 (GS Ul IDRAWN BY: DAIS REV. LETTER 1HESE SPECIFICATIONS O DRA ARE M.T. 2-8-99ORIGINAL. PROPRIETARY, AND T L DRAWWC TITLE n „❑ MATERIALS OF 4ACOBSEN LIANUFAMMG ' H P.O. BOX 368 OIC SUCH MATERIALS ARE PRONGED TD IM ALT, MAIN BEAM PIERS SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPE= PIIRPOSE4 AM MW BE DRAWING NUMBER PHONE (727) 726-1138 KEPT CONFIDENTIAL AHO SECRET IROY O1LiRS SU-01-0021 MOBILE HOME SET—UP SET—UP KIT PLUMBING FITTINGS 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. DIRECTION OF FLOW FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING I 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 Oe = 1 1/2" DROP . = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT 0 = 3" DROP O = 3" MAIN DRAIN — — — — — = 1 1/2" DRAIN LINE � = � = 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP KIT. PL. FITTINGS ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-11-001 0 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 TESTIS RECOMMENDED TO INSURE THAT THERE ARE NO LEAKS AFTER THE HOME HAS BEEN TRANSPORTED AND SET-UP. 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. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS DRAWN BY: S.A. DATE: 3-22-95 REV. LETTER: 000❑ AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE PLUMBING CONNECTION + GAS PIPING - ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: . SU-11 -0001 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. ❑❑ .❑MATERIALS LE100:10011 JACOBSEN HOMES BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL OF JACOBSEN MANUFACTURINGP.O. INC. SUCH MATERIALS ARE PRDWDED TO THEMIN. RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: B.E.M. DATE: 2-11-99 REV. LETTER: DRAWING TITLE: HOME SET HEIGHT DRAWING NUMBER: SU-01 -0022 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 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- 39" 62 1/2" 86 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" 48 112" 66 1/2" 85" 103" SEE NOTE #4 184" WIDE FLOOR-* 26 1/2" 1 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS 156 LBS 4444 LBS 5333 LEIS 6222 LBS 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 #4 SEE NOTE #4 160" WIDE FLOOR** 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 37" 1 58 1/2" '79 1/2" 1 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. i 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH +* 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: �� •�4' '•,,,.' . -• DAPIA APPROVAL: s�£ C171�5. FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �" TY- ( f' G 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE "'"K' APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO .pAw 01F :•`y. -� �. O CT I I, BE ADHERED TO AS SPECIFIED IN THE JACOBSEN d ,, rN 11 HOMES INSTALLATION INSTRUCTIONS. 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10" H,•, INC, OR 12' I -BEAMS (24" MAX. FROM ENDS). FEDERAL MANUFACTURED HOME CONSTRI TION AND SAFETY STANDARUS ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS nONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWN BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB: 16" & 18 1/2" PIER PAD SPACING C] \;❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE ❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01 —0023 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) 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: ❑❑■❑ ❑\,❑ 0000 P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 MOBILE HOME SET— UPALECTRICAL 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 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 ---' Z-- 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. ❑❑❑❑ ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE REOPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 18" X 22" PIER FOOTER SPACINGS* (MIN. 396 SQ.INa 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" WIDE FLOOR** 43" 68" 93" 117 1/2" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2747 LEIS 4121 LBS 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 LBS. NOTE: UNIT WIDTHS WITH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 fK �0 m o NOTES: EN cE APPRIit �( *'ry. r` 4 DAPIA APPROVAL: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE MANUAL. ...:....... �. VQ• "•G,c��Cr, ,lye 'i�"i C - r FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP (� o ,- . Q. id0. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE a _ 910334 ' PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE. •'•® M �r ?�9 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN 3 � ,� e�"1a'Ya� �✓ 11 CT �_ HOMES INSTALLATION INSTRUCTIONS. WITH 10" OR �cr gyp" . f a�": m _,-` i 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS 4 INC 12• I -BEAMS (24" MAX. FROM ENDS). '� EDERaLh1ANUFACTUREDHONIE T „ir> > JACOBSEN HOMES NOTICE: ' RE THESE SPECFCATIONS AND DRAWNGS ARE BY: D.M.T. DATE: 09-22-01 REV. LETTER: DRAWING TITLE: PRE-FAB. 18" X 22" & 20" PIER PAD SPACING Rd P.O. BOX 368 ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF IACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIRENT FOR SPECK PURPOSES AND MUST BE KEPI CoNnOENTUL AND SECRET FROM OTHERS DRAWING NUMBER: SU—OI—OO24 17 /16" X 25 3./16" PIER FOOTER SPACINGS* (MIN. '432 7/8 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- 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 CAPACITYT 3004 LBS. 4507 LBS. 6009 LBS. 7511 LBS. 9013 LBS. 10.516 LEIS. 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 #4 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 FLOCRr 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: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV, :flL,•..F,;;; •!a C+` �i�.' G,C rf '' ' "� ' DAPIA APPROVAL: S �`' C LLS 01i6 FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. �•Q� No. 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 = APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM ra.!® = PIER CAPACITIES SHOWN ABOVE. .01. r "' y OCT 1 i 3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN •�� •' HOMES INSTALLATION INSTRUCTIONS.�c�•, 4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS / 10' FOR UNITS WITH 10' OR Ci°.t",• • '' '' �� INC. S 12' I -BEAMS (24" MAX. FROM ENDS). EDERALMANUFACTURED HOME VIDARPS ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPEancATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. ATE: 1 09-22=01 REV. LETTER: ❑❑.❑I ❑„❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE REOPIENT FOR SPEORC PURPOSES AND MUST BE DRAWING TITLE: PRE—FAB. 17 X 25 & 24" PIER PAD SPACING DRAWING NUMBER: SU-01-0025 ❑❑ PHONE (813) 726-1138 KEPT CONFDENTIAL AND SECRET FROM OTHERS. ELECTRICAL CROSS —OVER --MARRIAGE LINE t 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. 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: UAM AF WUVAI: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. — 2005 APPROVED BY 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF Revised THE JUNCTION. BOX(S) PER N.E.C. — 2005. IN Maayl(�2`5,2009 p, 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS INC- WITH WIRE PROTECTOR PLATES INCLUDED IN SET—UP KIT. FEDERAL 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. NOTICE: DRANK BY: FiEV LETTER JACOBSEN HOMES TmEsE SPEECc1cA11ONS AND DRAWINGS ARE M.T. DA V05-25-Os ■ MurvL.. PROPRETARY. A11D C@FOFT IIAL DRANING THE P.O. BOX 368 MA�� OF JACOBSEN VANIIFACTIAONG ELECTRICAL CROSS —OVER INC. SUCH MATFRALS AIE R10VIDED W M SAFETY HARBOR, FLORIDA 34695 WAPINTINSUM FIM=AMYA7BE DRANFNGNUMBER $11-09-001O PHONE (813) 726-IIW IIEPT COFii om& ARD SECRET FRO! Gun 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: —V\L— CONDUIT DROP FROM HOME — EXTEND 1/2" MINIMUM — 150 AMP Tu/� TO BELOW GROUND LEVEL OR SEE 2" MINIMUM — 200 AMP 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 NO. 6 200 (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 ❑❑❑❑ P�:11:10 JACOBSEN HOMES BOX 368 HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL 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: D.M.T. DATE: 01-24-02 REV. LETTER: HP.O. DRAWING TITLE:nMATERIALS SET—UP ELECTRICALSAFETY DRAWING NUMBER: SU-09-0001 26" X 26" PIER FOOTER SPACINGS* (MIN: 676 SB.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- 113 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE j/4 SEE NOTE #4 SEE NOTE jj4 144" WIDE FLOOR.« 96 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE y4 SEE NOTE {f4 160" WIDE FLOOR- 87 1/2" SEE NOTE y4 SEE NOTE j/4 SEE NOTE #4 SEE NOTE /j4 SEE NOTE fj4 184" WIDE FLOOR••- 77" 119 1/2" SEE NOTE /j4 SEE NOTE #4 SEE NOTE //4 SEE NOTE {j4 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 {e,y.r::r.,aat.a;�0 NOTES: EN qiA . OV L� �,; •-'=?,, DAPA PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS 01 (FOR SIDEWALL OPENINGS SEE NOTE (D) LOAD SPANS ( SOIL BEARING CAPACITY PSF 8'=12' 12'-16' 16'-20' 20'-24 24'-28' 28'-32' w A 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. CQ 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. 4148lbs. 4868lbs. 5588lbs. 63081bs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 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. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 IDS. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' Q 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. 0 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. CQ MIN. PIER CAP. 2975IDS 3775IDS 4575 lbs 5375 lbs 6175IDS 6975lbs LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 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. 10 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. co MIN. PIER CAP. 3375lbs 4295lbs 5215IDS 6135lbs 7055lbs 7975lbs WANDZONE III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. NOTES: "". (D SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 1111111 OPENINGS WIDER THAN 49 INCHES ENGIN II( L\ PkOVALS T/I � �i ////i DAPIA APPROVAL O2 SEE NOTES: Q2 , O3 , AND ® UNDER TABLE I, PAGE SU-01-0040. `�� ,•..... •• �(l Q FOR ALL UNIT WIDTHS USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS. THAT �� (�Q .�G\STEq� ., �i�� APPROVED BY ARE 49 INCHES TO 96 INCHES WADE FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES. USE 242 sq/in FREE UNDER SIDEWALL OPENINGS _ Q No. 0 % (MIN. 1000 PSF SOILEAR 910334 •• �` ® FOR PROPER LOAD SPANS SEE SU-03-0001. ('LOAD SPANS" ARE CLEARSPANS; PIER �O� ' IN 11 SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY — IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) r -0 '. TATE OTF, Z INC. 05 CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON ;• �0 '• '•�� YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. /ww ,, ��i� FEDERAL MANUFACTURED HOME AND SAFETY STANDARDS •:Y� �� CONSTRUCTION /' t% MAR 01 1999 JACOBSEN HOMES NOTICE: "I F THESE SPECIFICATIONS AND DRAWINGS ARE AR►NI1 : B.E.M. DATE: 2-6-99 REV LETTER: �❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE. PIER FOOTER SIZING CHART n ❑ SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 INC SUCH MATRINS ARE PRONOED TO THE RECIPIENT FOR SPECM P1IBPOSES AM MUST BE KEPT CONFIDENTIAL AND SECRET FROM ORM FOR MARR. WALL OPENINGS /� DRAWING NUMBER: SU-01-0030 4 f. 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. DATE: 7-20-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING TITLE: TIE -DOWN STRAPS DRAWING NUMBER: SU-07-0002 MOBILE HOME SET—UP T)FDOWNS THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE HORIZONTAL AND UPLIFT. YOUR HOME IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). 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 EQUIPMENT- (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. t /4 INCHES WIDE 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 FOR USE �RTIICALLYE LOT. THE CAPACITY LREQU REDS FORETHESIRED, THE STRAPPING BEINGRATT ATBE TACHE:). LIS i�D APPROVED APPROVED BY 1N4,NC. uL + =RI/:IOI��AI mw am IDE Y. SANOTT APPLIED DOPRETENSION TO TEDOWNST LTERNA LYRAPS ON ON OPPOSITE SSIIDES,FTHEE OMEEMAYLBEION PULLED OFF THE SUPPORTS. r,,,,,•„ ...... X& 6-6-94 SU-07- 0001 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM n n PIER SPACING 6-6-94 SU-07- 0001 TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12- WIDE WIDTH MAXIMUM n n PIER SPACING SOIL BEARING PSF CAPACITY 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 QQ Q5 PIER SPACING SOIL BEARING PSF CAPACITY 2Q © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" 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 ( PIER SPACING SOIL BEARING PSF CAPACITY O2 © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" 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: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. O2 UNDISTURBED SOIL OR 90Y. COMPACTION FOR FILL �3 ALL FOOTERS TO BE BELOW FROST LINE. ® MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. QS 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. CALCS. �P,.•G�STEgF.�! ��!. No. o 910334,OrB TAT j OF ALL ZONES ALL EXPOSURES 20 PSF'ROOF 10 PSF D.L. DAPU1 APPROVAL - APPROVED EY INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDAROS MAR 0 1 1999 JACOBSEN HOMES TNESE sPECMICAna+s AND DRAwNrs ARE "O''" """"• - M.T. 2-8-99 - - wvmmr�DRICINAL. PROPRIETARY, AND CM*MNRAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: PIER FOOTER SPECS CHART n P.O. BOX 368 RIC. SUCH IIATt'RALS ARE PROVIDED TO THE SAFELY HARBOR, FLORIDA 34695 RECPIENT FOR SPECFIC PURPOSES NO UIIT BE DRAWING NUMBER PHONE (727) 726-1138 KEPT CONHDENRAL AND SECRET FROM OTHERS. SU_�)_0040 11 MOBILE HOME SET-UP DIM. 'A' DIM. 'B' COLUMN #1 COLUMN #2 COLUMN #3 COLUMN SUPPORT SPA 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 W. 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). A ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE- COLUMN ❑„❑ P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SUPPORT SPANS ❑❑❑❑ 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 SHUTTER INSTALLATION: SHUTT 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 "B" ILL DETAIL "A" ❑❑❑❑ JAC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION ❑❑■❑ ❑,�❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRDVIDED TO THE DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. I p ��•. A =• w it d + N l oe 0 II 0 0 v- c Sy ' d i C' 7 t SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED PATE LINK 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 LEFT IN PLACE AT THE ROOF LINE TO KEEP THE ROOF INSULATION IN PLACE (TACK IN PLACE BEFORE 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. ❑ JAC 0 BS EN HOMES N0T10 sPEaFICAnaNs AND DRAIXNGS ARE DRAWN BY: M.T. DAIS 12-22-94 REV. LETTER: HEINTM� ORx,' M. PROPRIETARY, AND CONFIDENTIAL YATEPoALs of ucoesEN IIANUFADTUPoNG DRAWING TITLE P.O. BOX 368 SET UP NOTES ��❑ SAFETY HARBOR, FLORIDA 34695 INC. SUCH MATMALS ARE PRONDED TO THE RiOM9 FOR SHMIC PURPOSES AN MUST BE DRAWING NUMBER: M-12-0e I x il__I PHONE (727) 726-1138 KEPT OWDOM AND SECRET FROM O1FM SU-05-0001 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 MANUFACTUERS INSTALLATION INSTRUCTIONS.) �I I I� I I I I +Illlr � +Illy � •illll�' •awl,. "ulo. �Ilu, I II .Aryl".�IIIV. � I +IIII�� I nlpl, I AUI'• �illll� "IIII/ All,. i ^Ilin' All, ,,IIII• gull,. „IIII •'uln. .iiul. dlll� � — 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) NOTES: 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 SPECIFICANOTICE: TIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑■❑ ❑„❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 . ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE FRONDED 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 • i UJ p Z. m > Lot: a Q 0 . 75 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 I SITE INSTALLED INSI[ CORNER POST SITE INSTALLED EXTERIOR SIDING Is ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: 6-6-94 REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. ❑❑■❑ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: ❑„❑ MATERIALS OF MANUFACTURING P.O. BOX 368 INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE EXT.SID.APPL. FOR SLIP UNIT SAFETY HARBOR, FLORIDA 34695 REGPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-05-0031 SHINGLE INSTALLATION 11 vy MvMd II K14MIaz v.�.au11A w/N/ ,Is 0 ro 10 N] H f� to � 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 4th ST. NORTH ❑❑❑❑ SAFETY HARBOR, FLA. 34695 PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 EXTERIOR FINISH CLOSE-UP SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE t =__- SOFFIT MATERIAL I ZI 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. STAPLES 16" 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTERIOR TRIM W/ MIN. 7/16" x 5/8" x 15 GA. STAPLES AT 6" 0. C. MAXIMUM. 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 STARTER LAP ON STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE 12-22-94 REV. LETTER: DRAWING TITLE: ❑❑■❑ORIGINAL, PROPRIETARY, AND CONFIDENTIAL ❑„❑ P.O. BOX 368 MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PROVIDED TO THE EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU-05-0020 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138. REOPIENT FOR SPECIFIC PURPOSES AND,►iikT BE KEPT CONFIDENTIAL AND SECRET FROWOTHERS. 0- 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 FASCIA 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 LINES) 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 (727) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. UE1141FED JACOBSEN 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 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. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: EXTERIOR SIDING APPLICATION DRAWING NUMBER: SU-05-0030