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HomeMy WebLinkAbout027-600-0391 SITE PLAN f.. ... • • ... .. __ .. ................. .. • ..........:.............:. ...:......:......•-..... : _......_._......,..... -- . .. .. _ .. • f . 2. _ " i -- _. .. ........... ........... . .. .. .. ._ ...._ ...... �......:......:......:......:. .. ... .. - .. .. .. _ - -_ .............. .. ........... .� ._ .. .. .. ._ .. .. .. .. .. .. .......... .per • € - - ' . Y:....... .....:......:...... ....... :� . 1• .......... ... .. : y. ..................................... :_....:. :r...... .. • .. .:. . r .. .. 4 :..:.r•.. <G .a`< .. �- f .. . _ .. :.. r -:=�- .- 1 . ... . ............................. ... .. .. .. .. .. ......- - — — :` R ' ................. .:�. S� e._-. J� n J.._ .--- ani. i a' e� a3a r a (( �, c -3y1',. .._3: 7 b.J v 8. Ptd a its` . r �. ; Q . E . . . . . . . . .. _ } ° c i 3 + .. .. i • ... — .r....,. .. ;• �•� ._ .. .. .. .. �y r: } :1 �i t ,J .. y .. s. 1 jt L... .. 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Size, Arms - PROVIDE O ALL ADJACENT PARCELS PLAN:— ZONING: GEN :- t 01 LOOMIS OFFICE ®MARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 • • • • 652-4655 = • y 743-8855 TRUSS Fax: (916) 652-3860 Fax: (530) 743-8856 Jug"OUISS vesifrll Sub-md� ittal 20 Designed By: Date: Technical Representative: Bryan Wagner August 21, 2007 Bryan Wagner * .All enclosed drawinLys are in albhamnurnerical order * Client Mitchell's Building Supply Office Phone: Office Fax: Ian/ Elevation:•)r Components0 Roof r •onents: Work Order0760807 Y°9 ® Ct 24'x24'(3/12) Palermo, Ca. Site Phone: Site Contact: O�Original Submittal O Complete Revision O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal 2?4®0 Rooflin= 31D I-ayc T K' H 69 N I A L aaDo 0�0�0 SYSt-E®M M-49f I �-?L4' x 24' (3/12) Mitchell's Building Supply Palermo Ca. SALES REP BW DUE DATE : DSGNR/CHKR BW / BW TC Live 20.00 psf TC Dead 10.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 38.00 psf WO# . 0760807 Date : 8/20/2007 7:41 DurFac-Lbs 1.15 DurFac-Plt 1.15 O.C. Spacing 24.0 Code : CBC -01 #Tr/#Cfg : 13 / 0 Job Name: 24' x 24° 311 Truss I®: i1 Qty: 11 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 1048 3.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -194 lb 2 23-10- 4 1048 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -194 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBQ RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. MAX DEFLECTION (span) : PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 L/999 MEM 7-8 (LIVE) LC 1 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location = Not End Zone L= -0.17" D= -0.19" T= -0.36" CRITICAL MEMBER FORCES: HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No Exp Category = C 24.00 ft, Bldg Width 24.00 ft TC COMP.(((WR. / TENS. (((DUR.))) CSI 1-2 -2448 1.15)/ 560(1.60 0.40 - Bldg Length = Mean roof height = g = 11.66 ft, mph = 75 2-3 -2448 1.15)/. 460151.66 0.40 CBC Standard Occupancy, Dead Load = 10.8 psf 4 5 2799 1.15 / 560 1.60 0.40 BC COMP. ((DUR. / TENS. (DUR. CSI 6-7 2688(1.153 0.61 -511(1.603/ 8 9 Sll 1.60 2688((1.153 0.61 % WB COMP. DUR. / TENS. (((lN1R.) C52 2-7 --68 1.15]/ 187(1.60).0.07 3-7 -68 1.60 / 697 1.15 0.31 4-8 1.15 187 1.60 0.07 -446 % 12-0-0 _ , 12-0-0 , 1 2 3 4 5 r 3.00 3.00 4-4 1.5-3 15 3-f2 3-6-10 3.5-6 3.5-6 SHIP 0-3-12 2.54 5-6 0-3-12 B1 B2 k1 W:308 W:308 /31 R:1048 R:1048 U:-194 LI 194 ' n 5 24-0-0 6 7 8 9 :? Julio X13 a 1"G r IV f 'f 8/20/20®7 268 - Homewood Truss WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design is for an individual building cornponent not truss systent. It has been based on specifications provided by the component manufacturer W0: Drive_T_0760807_L00005_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds g n r : BW # LC = 16 WT: 118# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 20.00 psf L i ve Du r L=1.15 P=1. 15 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by Bre roof or floor sheathing and the bottom Orad is laterally braced by a rigid sheathing material directly attached, unless othe vise TC Snow 0.00 psf S n owD u r L=1. 15 P=1- 15 rated. Bracing shown is for lateral support of components members orgy to reduce budding length. This component shall not be paced in any TC Dead 10.00 psf Rep Mb r B n d / Comp / Ten 5 SYSTEMS environment that will cause the moisture content of the wood to exceed l9% and/or cause connector plate corrosion. Fabricate, handle, install gC Li Ve 0.00 sf P 1.15 / 1.00 / 1.00 and brace this truss in accordance with the following staMards:'Joim and Cutting Detail Reports' available as oulgd from Truswal software, O.C.Spacing 2- 0- 0 B�IMI� Building Components Group, Inc. 'ANSI/TPI 1%WfCA 1'- Wood Truss Council ofAmedce Standard Design ResponsibilNes,'BUIUyNG COMPONENT SAFETY INFORMATION- BC Dead 8.00 psf 4445 Northpark Dr. Ste. 102, Colo. Spgs, CO 80907 (SCSI 1-03) and'BCSI SUMMARY SHEETS by W FCA and TPI. The Truss Plate Institute (TPI) is located at 58317Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.41 Wsconsin 53719. The American Forest and Pape Association(AFPA) is located at 111119th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 Job Name: 24' x 24'(3/12) Truss ID: TG Qty: 2 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec ' ANSI/TPI - 1995 This truss is designed using the are to be verified by the component manufacturer ami/or building designer prior to fabrication. The building designer must ascertain that the loads BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF CBC -01 Code. is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone PII',fCA1'.WoodTrussCouncilofAmedcaStandardDesignResponsibilities,'BUILDINGCOMPONENTSAFET'INFORMATION- 'ANSIR 'W Loaded for 10 PSF non -concurrent BCLL. May for blocks. THEY ARE BASED ON 1.5" HANGER NAILS FOR 3" FOR MULTI Hurricane/Ocean Line = No Exp Category = C Bldg Length 24.00 ft, Bidg Width 24.00 ft use adequate stapTles gable BinteLOADS! 1 -PLY AND HANGER NAILS -PLY GIRDERS. ARE = Mean =gg (+ILDING regSuiredlFY @ 58 rvals, HANGERS MUST2BE RE-EVUN ALUATED CBCStandardnOccupancy,6Dead Load = 1078 psf gable0braciing i exposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. See "General Gable Details', C002065035. 3 1 2 12.5- 2 0-3-12 0 0 0 0 0 0 0 0 0 4_D_O 0)ch V' t0 I� a0 N N 4-0-0 12-0-0 _ 12-0-0 , 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 3.00 -3.00 3-4 5-6 P" 24-0-0 , 18 19 20 21 22 23 24350 26270 280 290 309 310 320 33 0 4-0®0 c� ao o co 0 0 s} -D -O u7 u) 00 0) I r M r--1 T (off r N N TYPICAL PLATE: 1.5-3 I OVER CONTINUOUS SUPPORT 268 - Homewood Truss WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. (CA) This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer ami/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TRU L is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any SYSTEMS environment that will cause the moisture content of the wood to exceed l9% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standads:'Joint and Cutting Detail Reports' available as output from Truswal software, RM Building Components Group, Inc. PII',fCA1'.WoodTrussCouncilofAmedcaStandardDesignResponsibilities,'BUILDINGCOMPONENTSAFET'INFORMATION- 'ANSIR 'W 4445 Northpark Dc Ste. 102, Colo. Spgs., CO 90907 (SCSI 1-03) ard'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.4 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1 3-6-10 1SHIP 2 0-3-12 8/2®/2®® Cust: Mitchell's Building Supply W0: Drive_T_0760807_L00005—J00001 Dsgnr: BW #LC = 16 WT: 137# TC Live 20.00 psf LiveDur L=1.15 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC-Ol �DE SITE PLAN-................. i_ .. .. _ .. .. _ .. _ .. .. _ .. .. .. _ .. .. . ..'�a.emvma..s.a,++.a...+<r.na.•re eca .t..�.. ..�.....a•_"�^'.,-.: .__ f.............. .. .. . L .. .. .. :..y.:.....:......:..... .. ....................................... d.... ' ............................................... ... ;.. .... . jj(( . . z. t F [ t t .....;.. .. :r .. .. ............. ...... -.,fes �.Z........................Lf.. .. ... ._ .. .. .. _...................... .. .. .. .. .. C _. .. .. .. ...9 l a✓ Z... .. 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Size, A f1fr - II 1 1-1� 1 W/ lj-i�J eoos,r P,5t,+, �/O orl- V551 H, iA r."t r ...... .. ....... .. .. -- ---- ---- - a A V5, CeLl -'p-o:5 0 4 f SITE PLAN ................ . _ ... .. : :� f: ; .............. .............................., . .. ... .. .. .. .. SR. 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E q 9 Y p ±P t v �7 R � ti3 i.,,.t 5'3 r a. _ --� I .. pdt f J 1 J y Y 3 ;a ) —41 R •'aek�.l 31; . j : : : i_ ........................ __.. .. _ e� - ......•... p.:.. {: ...... ... _........ .. .. , . �z . ............ ...... ............. .................... ..................... ...... ....... - .......... . .......... .................... ................ . . .......... .........................................-d 1 f........................... s_. �.. d : - i > 0 ..................._-....�_:._..... -.............._._.._...... _ .. ,._nom _ � : -.-. : : ; < �: - .. .. /.i { - .. ¢ :... .. .. r .. x ... .. .. ... ._ • iE4:w--ae�<�.� -o-was-..•..,.....,, i,,. -e^ y ':.E6�1°^' _ .. ._ .. .. _. .. _ .. ............ : e• Z e i t c d f w1 "P �/ .r ............. ....... ..................... .......................... - - - r.. ,�... - . 21,E FOR OFFICE USE ONLY go Job Name: Truss I®: C1 Qty: 17 - BRG X -LOC REACT SIZE REQ'D _ TC 2x4 DFL #1 & Btr. Plating spec : ANSI/TPI - 1995 UPLIFT REACTIONS) : lb 1 0- 1-12 1372 3.50" 1.50 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -31 2 27-10- 4 1372 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -31 lb This truss s designed using the i BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR NAILS FOR MULTI -PLY UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 MAX DEFLECTION (span) • PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER ARE USED, THE Truss Location = Not End Zone L/999 IN MEM 8-9 (LIVE) GIRDERS. IF 2.5" GUN NAILS Hurricane/Ocean Line = No Exp Category = B L= -0.17" D= -0.18' T= -0.35" HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Length = 50.00 ft, Bidg Width = 28.00 ft CRICAL MEMBER FORCES: TI TC COMP.JDUR. / TENS. DUR. CSI 78 1.66 0.63 Mean roof her ht = 22.49 ft, mph = 80 92-3 1-2 -27411.15 / -23421.15 / 71 1.60 0.53UBC Standard Occupancy, Dead Load = 12.6 psf 78 1.60 0.63 45 -2741.15 % BC COMP.(11?11 TENS. (DUR. CSI 6-7 -24(1.60)/ 2544(1.15 0.66 7-8 / 1695((1.15 0.47 8-9 -24(1.60)/ 2544 1.15 0.66 416 COMP. (DUR.)/ TENS. DUR. CSI 2-7 -546(1.15)/ 88 1.66 0.13 3-7 / 682 1.15 0.30 3-8 / 681 1.15 0.30 4-8 -546(1.15)/ 89 1.60 0.13 TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4. 7-6-0 , 6-6-0 6-6-0 , 7f8-0-0 6-0 , 7-6-0 14-0 0 20-6 0 28-0 00 14-0-0 14-0-0 1 2 3 4 5 4�_-4 00 4-4 B1 B2 W:308 W:308 R:1372 R:1372 U:-31 U:-31 2-0-0 20 1 --0 28-0-0 r 6 7 g 9 10-0-0 8-0-0 10-0-0 10-0 0 18-0 0 28-0'00 C cled Iplates and 1'a�sesf amepates arre r WARN1NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content ofthe wood to exceed l9% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards; 'Joint and Cutting Detail Reports' available as output from Troswal software, 'ANSVTPI 1','WTCA T • Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORM4TIOM- (BCSI 1-03) ard'BCSI SUMMARY SHEETS by 1NTCA and TPI. The Truss Plate Institute (TPI) is located at 583170nofrio Drive, Madison, Wsconsln 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. t 5-7-11 SHIP S 0-3-13 11/7/2005 Cust: Mitchells Building Supply W0: Drive_T_0301203_L00005_100001 Dsgnr: BW #LC = 16 WT: 145# TC Live 20.00 psf DurFacs L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd 1.15 BRep Mbr Comp 1.00 C Live 0.00 psf Rep Mbr Tens 1.00 BC Dead 7,00 psf O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 41.00 psf DEFL RATIO: L/240 TC: L/2 Job Name: i _ Truss I®: CG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This truss is designed using the is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 1.15 GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone environment that will cause the moisture content of the wood toeo eed19%and/or muse connector plate corrosion. Fabricate, handle, install Loaydyed for 1gI0 PSF nonnt BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line = No Exp Categor = B us ade pp-concurreles for blocks. NAILS FOR MULTI -PLY 1 -PLY SNMUST2BENRE-EVALLUATEDARE Mean Bldg Lencith - uupancy, psfft @ 58"BLE inteLOADS! [+ILgable bracing ER regSuiredVERIFY rvals, HANGERable (BYSOTHERS). Dead9Loadth— 1288.00 StandardlOccGER UBC Colo Springs, CO 80907 i exposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. Siens n Spec Design p See "General Gable Details', C002065035. (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WiCA and TPI. The Truss Plate Institute (TPI) is located a1583 Donofrio Drive, Madison, TOTAL Truswal Circled I f 0� -1 0 4 4-0-0 28-0-0 4 14-0-0 14-0-0 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19' 4� 4 00 3-4 are 5-7-11 SHIP t 0-3-13 ' WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or e>ceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Cust: Mi tchel l s Bui l di ng Supp] y WO • Dri ve_T_0301203_L00005_]00001 Dsgn r • BW #LC = 16 WT: 189# ' TC Live 20.00 psf Du rFacs L=1.15 P=1.15 HOMEW®®® is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 14.00 psf Rep Mbr Bnd 1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any Rep Mbr 1.00 TRUSS environment that will cause the moisture content of the wood toeo eed19%and/or muse connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf Tens Rep Mbr Tens 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tmswal software, BC Dead 7.00 psf O. C.Spacing 2- 0- 0 Colo Springs, CO 80907 'ANSVrPl1','WFCAI'-WoodTrussCouncilofAmencaStandardDesignResponsibilities,'BUILDINGCOMPONENTSAFETYINFORMATION'- Siens n Spec Design p UBC -97 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WiCA and TPI. The Truss Plate Institute (TPI) is located a1583 Donofrio Drive, Madison, TOTAL 41.00 psf TRUSPLUS 6.0 VER: T6.4.211wsconsin53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. DEFL RATIO: L/240 TC: L/24 i,rt 1 i R I, 9 1 h i. x 3 02.50 y £ _ ; �r 1 ` �� I �I W Cs I % Iti ell I FLS M'"'m ° I� - +I i10 . WAU Ar Moil; 'frog4�15� : mom - �co� _ �,aa1�► Tb:..:'� _:Fob.... f►a9�t":::*P(�i:_ t(tEi"�{�`© J((�ih. _..... .__ t3 2_... %.�1... - m IW r -t I '-mlej [T � � �'�-' �s 1 � -' � - � ���: i��! � � °{�► { � � � 4I�r A A I 1 I - _...... =IV 'iso'` <!t°it�i ur(0 LtN�� r P. ° i Aj �.Irdr �r.®ti mod G'r Atrtq ®Av ���. a, �Pl �,tR a°tPP 0 ° I� - +I i10 . WAU Ar Moil; 'frog4�15� : mom - �co� _ �,aa1�► Tb:..:'� _:Fob.... f►a9�t":::*P(�i:_ t(tEi"�{�`© J((�ih. _..... .__ t3 2_... %.�1... - m IW r -t I '-mlej [T � � �'�-' �s 1 � -' � - � ���: i��! � � °{�► { � � � 4I�r - - ._..:..-:"3.:::t►._.G :t _:._:f� t f50J=Tj .ttal6 Nom( VWOM - WON, *Amw lopow � �_ B TI , iPA,I �} 7� Lf� �. APPF 0, Owner, r, ✓ :: P Y APN Fl�w'cp Olt - W SCALE:/IP t���� a i APPROVED BY: DRAWN BYC;, °�1�%�L , JW�1®NP"r� ... .... _._ _..._ _.. _ DATE: / REVISED i i �I 1�/ ,fit nn ads - --_ __-- --_--_.. _.:_ ._ _ _ ....... ._ .... ([�.ose ` /t s `� /�/} tp _ �r �rp+� - --- ---------.._---------------�V -fes. {.++.e -V '- {IAS 1�� �... '--r 'k`r`'V'lK :m. - .. ... ____ ._ .. .. DRAWING NUMBER -. I - - ._..:..-:"3.:::t►._.G :t _:._:f� t f50J=Tj .ttal6 Nom( VWOM - WON, *Amw lopow � �_ B TI , iPA,I �} 7� Lf� �. APPF 0, Owner, r, ✓ :: P Y APN Fl�w'cp Olt - W SCALE:/IP t���� a i APPROVED BY: DRAWN BYC;, °�1�%�L , JW�1®NP"r� ... .... _._ _..._ _.. _ DATE: / REVISED i i �I 1�/ ,fit nn ads - --_ __-- --_--_.. _.:_ ._ _ _ ....... ._ .... ([�.ose ` /t s `� /�/} tp _ �r �rp+� - --- ---------.._---------------�V -fes. {.++.e -V '- {IAS 1�� �... '--r 'k`r`'V'lK :m. - .. ... ____ ._ .. .. DRAWING NUMBER -. wo-Tr�, r'ojy�ITY ju, - Z14 8d NAILS ® 6" O.C. SIDING PER MANUF. 8d NAILS ® 6" O.C. COACH RIM JOIST--� / RIM JOIST SIMPSON LTP4's ® 36" O.C. MAX. �P OINT �>-EDGE NAILING 2X2X3/16" WASHER 2x4 FRAMING 0 16" O.C. 2X F.T.S. 1/2" DIA. ANCHOR BOLTS 14" MINIMUM LENGTH 5/16" HARDIPANEL W/ No. 11 ga 1-1/2" LONG i ® 42" O.C. MAX. 6" MIN. EMBED. z 1/2" DIA. ANCHOR BOLTS - GALVANIZED ROOFING NAILS ® 4" O.C. EDGE & tir. (1) WITHIN 12" OF EACH END " „ „ z ! ' OF EACH PIECE/ SPLICE ® 42 O.C., 6 MIN. EMBED. 6 O.C. FEILD NAILED TO 2x4 FRAMING 0 16 O.C. -1. (1) WITHIN 12" OF EACH END I #4 R: -BAR CONTINUOUS "' 'o OF EACH PIECE/ SPLICE r` STD. 5"x14" SCREEN VENTS @ 5'-4" O.C. 00 TOP, MIDDLE & BOTTOM74 6" STEMWALL " STD. 5"x 14" SCREEN VENTS ® 5'-4" O.C. 2X P.T.S. � .'.`' 6" STEMWALL;q.114 — • < o `0•�,� — j"ti f: UNDISTURBED SOIL 1111 IILI a N_IIII—IIII N :;ti;,,:.:IIII—IIII—IIII=IIII ®IIII 'd. .'.. ! r � .,.� IIII-=IIII=IIII= #4 REBAR CONTINUOUS ®III =IIII IIII=IIII=IIII= 12" 12" MOBILE HOME ANCHORAGE MOBILE HOME ANCHORAGE GABLE END WALL GABLE END WALL CRIPPLE WALL APPLICATION STEM WALL APPLICATION —SIDING PER MANUF. 8d NAILS CSD 6" O.C. RIM JOIST DINT EDGE NAILING FRAMING MIN. 14" LONG 5/16" HARDIPANEL OR SOLID BLOCKING REQ'D. 8d GALV. BOX NAILS ® 6" O.C. r2X 1/2 DIA. ANCHOR BOLTS EDGE & FIELD NAILED 0 6' O.C., 6" MIN. EMBED. TO 2x4 FRAMING @ 16" O.C. (1) WITHIN 12" OF EACH END STD. 5"x 14" SCREEN VENTS ® 5'-4" O.C. OF EACH PIECE/ SPLICE 2X P.T.S.. a _ 6" STEMWALL q #4 REBAR CONTINUOUS =III 12" MOBILE HOME ANCHORAGE BEARING WALL CRIPPLE WALL APPLICATION TRIM BOARD CONCRETE STEM FOOTING OR MASONRY BLOCK STEM FT'G. ALTERNATE GRADE NX IIII--IIII �® III=1111— IIII=IIII _� `IIII=11 = #4 BAR VERT. ® 32" O.C. IF STEM IS OVER 18" ABOVE GRADE 3/8" APA RATED SIDING 8d NAILS ® 6" O.C. , RIM JOIST z NOTE: ALL DETAILS FOR CONCRETE STEM FOOTINGS ARE APPLICABLE TO THE MASONRY ALTERNATE, U.N.O. 2X2X3/16" WASHER--------._ 2X P.T.S..w�" 1.) ALL WORIK SHALL BE IN CONFORMANCE W/ALL APPLICABLE CODES 7.) THIS FOUNDATION SYSTEM MAY BE USED AS A CONVENTIONAL RAISED LAWS, AND LOCAL ORDINANCES. FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS THAT THE 1 /2" DIA. ANCHOR BOLTS ® 6' O.C. MAX., 5" MIN. EMBED. #4 R.EBA:'a CONTINUOUS 3/8" APA RATED SIDING 8d NAILS ® 6" O.C. , RIM JOIST z SIMPSON LTP4 s ® 5 O.C. 2X2X3/16" WASHER--------._ 2X P.T.S..w�" 1.) ALL WORIK SHALL BE IN CONFORMANCE W/ALL APPLICABLE CODES 7.) THIS FOUNDATION SYSTEM MAY BE USED AS A CONVENTIONAL RAISED LAWS, AND LOCAL ORDINANCES. FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS THAT THE 1 /2" DIA. ANCHOR BOLTS ® 6' O.C. MAX., 5" MIN. EMBED. #4 R.EBA:'a CONTINUOUS e• p (1) WITHIN 12" OF EACH END OF EACH PIECE/ SPLICE 00 TOP, MIDDLE & BOTTOM T 6" STEMWALLr" ABOVE GRADE;: U.N.O. 8.) GRADE 40 REBAR MIN. LAP SPLICES 20". STD. SCREEN VENTS ® 5'-4" O.C. . . 3.) ALL CONCRETE F'c 2500 PSI ® 28 DAYS. 9.) VERIFY FROST LINE REQUIREMENTS, FOOTINGS SHALL EXTEND UNDISTURBED SOIL Z PURLIN OUTRIGGER Cil CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOISTS PARALLEL CONDITION s'� �� IIII=IIII=IIII=IIII .•�; ..'a. �llll—IIII-1111— • IIII—IIII—IIII® 12" MOBILE HOME ANCHORAGE BEARING WALL STEM WALL APPLICATION COACH SIDEWALL OR ENDWALL SEE CONCRETE FOOTINGS FOR TYPICAL CONSTRUCTION #4 BARS ® 16" O.C. HORIZ. --- #4 BAR ® 32" O.C. VERT. 8X8X16 CMU SOLID GROUT MASONRY. MAX. 5 BLOCKS - N a HIGH Tf(�=<• ��.`' • =III = z 8" X 12" CONT. FOOTING W/ 2-#4 BAR CONT. ;' . • (III 18" MASONRY BLOCK STEM FT'G. (ALTERNATE) z D2 UI J � mr 0 :2. 70'-0" CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF COACHES! 24"x 24" CRAWL HOLE UNDERFLOOR STD. SCREEN VENTS ®5 -4" O.C. ACCESS LOCATION OPTIONAL ALONG BEARING WALLS ONLY (1 MINIMUM)/ ---------------------------- ----------------- I----- " ------------.--------.---------------- INTERIOR PIER LINE WITH PIER BLOCKING SIZE & SPACING PER MANUFACTI GRADE TO DRAIN— SIZE RAIN:— SIZE & SPACING PER MANUFACTURER PIER LINES II _—.—.------------\ I ...--..—._._--------.----� \ -MOBILE HOME I-BEAMLF H \ \ �i I -,---GRADE TO DRAW PIER FOOTINGS PER MANUFACTURER MATE LINE PIER SIZE, NUMBER AND SPACING PER MOBILE HOME MANUFACTURER Tl �7 0 0 u u u rn u L -j u C7 I � z \—MOBILE = HOME I -BEAM x4 ® MATELINE z 26"SQ.x 12"DP FTG. GRADE TO DRAIN -4"0 PERF. PIPE _ GRADE TO DRAIN ( j 0 & DRAIN ROCK Li Li Lj ;U 0 H H- z Z)I I rn I 124"x 24" CRAWL HOLE UNDERFLOOR ACCESS m I I 0 ( I I LOCATION OPTIONAL 0 I I Z i 0 L-------_ --------------------` - - - - - - - - - - - - - ---------.---------j L----- ----------------------- ------------ - -----------------_j 4" 0 ABS CSD 1% MIN. SLOPE GRADE TO DAYLIGHT FOUNDATION PLAIN NOT TO SCALE _ SII Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH I" -----MATING LINE 2X6 FLOOR JOIST @ DBL. 2X8 PERPENDICULAR CONDITION STEEL I-BEAfA I -II _ `J eM1'a(�i•,, �' '1.=.III1S1'1'1U�1 DFI1�1R'1'1AM11'1E -�-IIII III III -111(T III III :III IIII 7 J tt::jI#4 C . J 'i•,. •�t•• REBAR CONT. AND ® 16 O.C. DOUBLE INTERLOCKED 8X8X16 BLOCK MATE LINE PIER W/ FOOTING PAD AS PER FOUNDA— TION PLAN SECT10"'NVIEW ME —2X8 P.T. PLATE— UNDISTURBED SOIL =IIII =III IIII =III = dill 11H w. I 1111:. �•�.; II =IIII- II PER —IIII =IIII MANUF.. V' DIA. PERF. DRAIN PIPE 12"X12" TROUGH W/ I" LEACH ROCK & PERF. PIPE FRENCH DRAIN TRIM BOARD 17" MIN. WITHOUT SOLID BLOCKING 1—#4 REBAR r& B CONT. I a' I z NOTE). 1.) ALL WORIK SHALL BE IN CONFORMANCE W/ALL APPLICABLE CODES 7.) THIS FOUNDATION SYSTEM MAY BE USED AS A CONVENTIONAL RAISED LAWS, AND LOCAL ORDINANCES. FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS THAT THE 2.) OVERALL. MOBILE HOME FOUNDATION HEIGHT NOT TO EXCEED 15"-0" INTERIOR GRADE IS THE SAME AS THE EXTERIOR GRADE. ABOVE GRADE;: U.N.O. 8.) GRADE 40 REBAR MIN. LAP SPLICES 20". IL 3.) ALL CONCRETE F'c 2500 PSI ® 28 DAYS. 9.) VERIFY FROST LINE REQUIREMENTS, FOOTINGS SHALL EXTEND GRADE 40 13;' ---BAR MIN. 12" BELOW UNDISTURBED SOIL. rn 4.) SEISMIC ZONE 1, 2, & 3. 10.) INSTALATION— PER MANUFACTURER'S MATELINE PIER FOOTING 5.) WIND DESIGN = 75 MPH, EXPOSURE "B". SCHEDULE. 0 I— L0 0) v 6.) SOIL PRESSURE = 1000 PSF ALLOWABLE L2jr4)C) cl Z THE COACH WALL MAY EXTEND TO A MAXIMUM OF 48" ABOVE GRADE 0 I Ljj I FOR 25 PERCENT OF THE PERIMETER PROVIDED THAT THE VERTICAL ® Q- c-0 0 STEEL IS PLACED ® 24" O.C. SPACING AND A #4 BAR HORIZONTAL IS PLACED AT THE MID—HEIGHT OF THE WALL. THE INTERIOR PIER BLOCKS SHALL NOT EXCEED 36" IN THE HEIGHT ABOVE INTERIOR GRADE. C q I Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH I" -----MATING LINE 2X6 FLOOR JOIST @ DBL. 2X8 PERPENDICULAR CONDITION STEEL I-BEAfA I -II _ `J eM1'a(�i•,, �' '1.=.III1S1'1'1U�1 DFI1�1R'1'1AM11'1E -�-IIII III III -111(T III III :III IIII 7 J tt::jI#4 C . J 'i•,. •�t•• REBAR CONT. AND ® 16 O.C. DOUBLE INTERLOCKED 8X8X16 BLOCK MATE LINE PIER W/ FOOTING PAD AS PER FOUNDA— TION PLAN SECT10"'NVIEW ME —2X8 P.T. PLATE— UNDISTURBED SOIL =IIII =III IIII =III = dill 11H w. I 1111:. �•�.; II =IIII- II PER —IIII =IIII MANUF.. V' DIA. PERF. DRAIN PIPE 12"X12" TROUGH W/ I" LEACH ROCK & PERF. PIPE FRENCH DRAIN TRIM BOARD 17" MIN. WITHOUT SOLID BLOCKING 1—#4 REBAR r& B CONT. I a' I DRAWN BY: FJP CHECKED; DATE: 4-6-07 SCALE: NO SCALE JOB: Doug & Denise Hopper C X0214 I t_ 1 .. 1 J Nt a. SHEET # i OF 1 z IL 00 rn 0 I— L0 0) v L2jr4)C) cl Z 0 E 0 I Ljj I Q LL- ® Q- c-0 0 V) �. C q I 0 •O 0 Ld :Z CL E 0 CD 0- - V) N LLD z DRAWN BY: FJP CHECKED; DATE: 4-6-07 SCALE: NO SCALE JOB: Doug & Denise Hopper C X0214 I t_ 1 .. 1 J Nt a. SHEET # i OF 1 ;Rj® COUNTY APS 1 2007 1 I I i I -ILI _ tj