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HomeMy WebLinkAbout030-200-100I UST All ILABE-i-s I 'S nt of rAi.1-I's. MUST ;-r is linilowful fo or. I'lle job ct l, �7ny c-!-=qjzs cr or, same V.!it ,Ui 'he Dejpar�menf Pubt)c of 0ounty T)f Buffe. S! ap Uci r -r�'7 2", C; v -34 use, in th N E I i -'r, O'd 0. camM M -P RTV W AV DOUIELE WIDE PIERING4r6RV,0,'HEET7: MODEL:—-7GLI *3 j< PSF ROOF LOAD PLANTO-1 SEE PEFiiMETER NERING SEE NOTE REQUIREMENTS TABLE SEE MATING LINE HERING TABLE F . . ........... ... FRONT OF —UNIT _N*.-_�SEE PERIMETER MERING REQUIREMENTS TABLE NOTE: SEE PIERING PLAN AND PIER LOAD CAPACITY DRAWINGS FOR REQUIREMENTS OF 1AAIN RAIL SUPPORT CAPACITY AND FOOTING SIZE. MATING LINE HERING TABLE' RIDGE BEAM INITLA.L Z Pja a 4T* r" (6-ni -7 r)4 -n+ -C A.) 0 POST LOCATIONS FMIV. plir or.r Posr PLY. r —Fm -r Pm -r Por -r oos-r POSIT - PIER LOAD R'/,0 uLl CAPACITY IN LBS. 1-73 7- s Z ?_1 (I q S?_ 61s?- 31ZO WNMUM O',iE PiECE FCPDTING SjZE L41NIMUM FOOTING wITH 16* X I V PADS Faorn 0, L11-0 120'0" Z 8% CC L[64, tq �0 MATING LINE PIERING TABLE- F;fOGE BEAM INITIAL ltr Z AJ40 al Q4 4T* G T -H (bni -7 n+ COST LOCATIONS Pm -l -i POS*r POST, pn5*r _T` Pm*r PO E, T POS 7 00S_r POS7 PIER LOAD CAPACITY IN LBS. I (iq 2- WNWUM. 0 %i E P IEC E F0:oTING SiZE ?LIX IL4 ZLJ y 7 WNUAiM F0:)Tit,,3 WITH 1 S' X I V PADS Z_ 11C-SA- 9.0.� -V 0 9�- 6, 1 W-6' NOTE: Footiry sizes based on 1000PSF soil boaring value. If soil conditions diher SeE. the Pier Load Capacity drawing or the Home Technical Instzllation Manual for method of calculation. PERIMETER PIERIN115 RIOUIREMENTS TASLE PIERS REQUIRED DOORSIDE WALL- ROADSIDE WALL JAIAB SlUDS Al DOOR OPE14114GS OVER 4S* AND Mt-SONRY FACED Fff-.EPLACES it, OVERHANG OF FLOOR PC-RCH F-CSTS AT RE. CFSSED SAVALL %YHEN F HEAVY APPLIA14CES IN OVEF.HANG. OF FLOOR ID1.14ENSIONS ARE F!1OM FRONT OF UNIT. MULTI -WIDE S 1/\NDARD PLAN, VARIES VARIES MRIES W 19 00 D I ST. T-1 (T -B) DIST. T-2 (T -C), DIST. T-3 (T­D)� 1 31: 210 BUILDING U), I PERIMETER TYP­RIDGE d.EAM S-UPPORTS-,'SEE "CHART IF] 7_j F--1 LH 50'1� UJ 0 ___545 I F1_ F1 3: W 'N 00 0 D S T. 1 �(M­ bit"Tt" 2_- tC DIST. 3 (0) DIST.4 (E) DIST.�(F) DIST 6 (G) < - 1 -0 10 LIL U) I Fril cc TYP RIDGE BEAM SUPPORTS SEE CHART F�)R S�IZE LOCATIO0 0 I F --- 1 W -124 0 r N W_ W W -5, r ­p N It AF, 5 24X30XI2 DEEP* 00 TYP CHASSIS SUPPORT POURED IN PLA�E CONC. FTG.WITH 24[--- 2S ABESCO PIER (MODEL#100)­� __r 30(Typ) _0 F1 P W _J it L < f-01, e-O"O.C. 1�-O.O.C. e-O'O.C. 8-0. O.C. 8LO" O.C. 8, O"O.C. 8' 0" O.C. 2�-O' (MAX TYP) PLAN VIEW� SEE NOTE 17 DETAIL DETAIL 2 '�rBELOW) r 7BE2�' TT K & B or FLOOR JOIST CTYP) SCHEDULE 4-3/1611 lag 82" 10" 2-3/4" 21-8" 10" 1- 1/2" 1. This fou=,=nk designed to be used 4/,0 MAKE: OD L: L 2. DESIGN LOADS: ROOF LIVE LOAD: 20 PSF WIND LOAD: 80 mpb EXP 'C' FLOOR LIVE LOAD: 40 PSF SEISMIC ZONE: 4 THIS STANCHION MAY BE USED TO SUPPORT THE FOLLOWING MANUFACTURED HOMES 53'-60' or 10.. 2-3/411 81 -0" 1-1/21' 1-1/211 C 81 cc RIDGE� "-CHASSIS The design loads shall be consistent with roof live load. wind' load, SYSTEMS 62-67 ABESCO PIER BEAM 1 36N < (TYP) r_1 MUUtL+f;100 SUPPORT' (Ty NOTE: SEE (SHT 2) FOR Al I I I(Tp) (T Y P) St eel Chassis Beams woodjoist to steel IN V Zil. -, Longit Ream Cross Beam 60" ( 4. This foundati onalan is designed to be constructed an a fairly level site with no isting soil -problems. Kfg'r home Length K & B or GENERAL NOTES: SCHEDULE 4-3/1611 lag 82" 10" 2-3/4" 21-8" 10" 1- 1/2" 1. This fou=,=nk designed to be used 4/,0 MAKE: OD L: L 2. DESIGN LOADS: ROOF LIVE LOAD: 20 PSF WIND LOAD: 80 mpb EXP 'C' FLOOR LIVE LOAD: 40 PSF SEISMIC ZONE: 4 THIS STANCHION MAY BE USED TO SUPPORT THE FOLLOWING MANUFACTURED HOMES 53'-60' or 10.. 2-3/411 81 -0" 1-1/21' 1-1/211 C 81 cc 8-0" The design loads shall be consistent with roof live load. wind' load, SYSTEMS 62-67 99.511 12" 3-3/811 81-011 , 1-1/2" 1-1/211 and selsiic zone as established for permanent buildings within a specific local area. ROBERTS < '75. 5" 8" 2-3/4" 4' -0" 8" 1-1/2" < 541 RegId bolt Max NOTE: SEE (SHT 2) FOR Al I 3. This foundation Is for placing mfg'd homes const. w/longitudinal or cross joists. ' Xobilehome, Mobile- St eel Chassis Beams woodjoist to steel Support lag 0 81 cc Longit Ream Cross Beam 60" ( 4. This foundati onalan is designed to be constructed an a fairly level site with no isting soil -problems. Kfg'r home Length chassis FACTORY Spacing < 52, Spcl g Depth Width Spc'g Depth Width 4-3/8"X3" 5. Mfg'd,home may be shipped from factory with siding cut back 21' & Z- - STANCHION 0 FLAT WASHER(2) MADISON INSTALLED 79.5" 10" 3-1/2" 21 -0" 10" 1-1/211 lag, 0 81 oc 81-01, bar Insta led. 4'-0" BARON 1 < 42 80" 8" 2-3/4" 4-0", 8" 1-1/2" 3-3/8"X4.1 lag @ 81 oc PALM 6 Foundation for chassis beam supports shall be located and sized for 95. 5" 8" 2-3/4" 81-6" -2-1/411 1�3/4" 5/1611 lag 0 tits loads as shown in the mobilehome installation instructions. 571-68' 501-66- 80.1 10" 3-1/2" 4-0" 10" 1- 1/2" lag @ 8' oc 8-0" 81-01, I 10'12. 7. In areas where differential settlement (d. s. ) can occur, mfg'd home shall be readjusted when d.s. exceeds 1/4"; or when It will adversely affect mfg'd home unit. 561 < CHAMPION 40:-52: 53 -62 80" 8" 2-3/4" 8-0" 1-1/2" 1-1/2" or 1011 2-3/4" 81 -0" 1-1/211 1- 1/2" 273/8" lag 8-0" < 48' 8 2 e 1/211 x 811 atowd r actuated drive pins may be subst. for the 2 A:B. ridge beam supports only. 3-5/16" lag 631-66' 96" 1211 3-1/8" 81 -0" 1- 1/2" 1-1/2" 81-011 SUPPORT DETAIL RIDGE 1 601- 75.5 12.1 3-1/8" 4-0" 11. 5" 1-1/4" SEE NOTE 17 9. Carry all footinqs down to firm, undisturbed soil. Footings designed for 1000 ps total load soil pressure and shall be compatible with local soil conditions. COACHMAN < 58' 59-66' 99.51, 101, 2-3/4" 8-0" 10" 1- 1/2" 99. 5" 12" 3-1/8" 8-0" 12-1 1-1/211 4-5/16"X3" lag 0 81 oc 8-0" " " -3/4" 4-0" 7-1/2" 1-1/2" 80.5 8 2 7-1/2" 1- 1/2" 03)[RODORE NATL P. B. < 48' 50-60' 75.5" 8" 2-1/4" 8 - -'0" 8" , 1-3/8" 80" 10" 2-3/4" 8-0" 9-3/8" 1-3/811 2-5/16 DIAX bolts 0 8-0. 52-64' 10. Concrete - 2000 psi 0 28 days. oc NOTE: RIDGE BEAM LOADS AND DISTANCES TO SUPPORT - LOCATIONS ARE OBTAINED FROM THE MFG'D. HOME 11. Structural Steil - fabricate according to AISC specs. Weld accordinf to AVS Specs. Electrodes - B70 a.- BAYSHORE 64' < 80.1 12" 3-1/8" 8-0" 9-3/8" 1-3/8" 8' 00 4%4x3A6TS. I A_ 4- Pla es - ASTM - A36 Anchor Bolts - ASTN A307 Bolts 7 SAE Gr. 5 = ASTM A449 = ASTM A325 < 521 all 78" 2-1/4" 4-0" 5-1/2" 2" 2-5/16"lag 12. #12 SXS shall be 12-24X7/81' Hex washer head TEKS/4 by Buildex. FARWEST 531-641 68-70' or 10'. 2-3/411 4-01' 7-3/4" 2-1/4" 100" 12" 2-3/4" 4-0" 9" 1.. 0 41 Gc or 3-5/161, @ 81 8-0" 13. Batton 2X nailer shall be Pressure Treated. It, sriz� can vary from 2x6 to 2xl2. < 54' 99" 8" 2-1/4-1 81-0" 8" 2-11811 2-3/8" bolts 14. Stanchion - This stanchion shall be coated w/Shernan Williams E61- RC2 Enamel and shall be listed and labeled by Capital Engineering Lab. for the following loads: KEETWO13D 561-601 60" < 99" 10" 2-3/411 8 1 -0" 8" 2-1/811 991, 12" 3-1/8" 8-0" a" 3-1/4" 0 81 cc 8-0., FUQUA < 52" 82.5" 8" 2-1/21, 81 -0" 1- 1/2" 1-1/2" 4-5/16"X3" Lateral Major Axis 800# max. Minor Axis 450# max. Vertical 5000# max.- HOMES 1 53-70" 82. 5" 10" 3-1/2" 8-0" 1-1/2" 1- 1/2" lags @ Bloc 8-0" 15. Xobilehone Skirt "Anchor" shall be coated w/Sherman Williams E61 - GOLDEN < 48' 79" 8" 2-3/4" 5-0" 6" 2" 4-3/8" lags RC2 Enamel. VEST 52'-56' 79" 101, 2-3/4" 5-0" 7-3/411 211 0 5' cc 81-01. 18. Under -floor area shall be ventilated by ornings in exterior 1 rrimeter enclosure walls. Such openings she 1 have a net area of not ass than one square foot for each 150 square feet of under -floor area. 60-66' 79" 12" 3-3/8" 5'-0" 9-1/2" 2" < 4811 99.5" 8" 2-1/4" 8-0" 1-1/2" 1- 1/2" 4-3/8" lags 17. Footings shall extend below prevailing frost line where required by local and state ordinances and codes. HALLMARK 49,1-561 571-701 09.511 1011 2-3/411 81-0" 1-1/211 1- 1/2" 99.511 1211 3-1/8" 8-0" 1-1/211 1-1/211 @ 8' GO 15-011 K & B or < 521 75.511� 811 2-1/211 81-011 1-1/2" 1-1/211 4-3/1611 lag 82" 10" 2-3/4" 21-8" 10" 1- 1/2" @ 8' oc H3XE 53'-60' or 10.. 2-3/411 81 -0" 1-1/21' 1-1/211 C 81 cc 8-0" Zimmer SYSTEMS 62-67 99.511 12" 3-3/811 81-011 , 1-1/2" 1-1/211 8-011 ROBERTS < '75. 5" 8" 2-3/4" 4' -0" 8" 1-1/2" < 541 99" 8" 2-1/41- 51 -0" 8" 2-1/811 2-3/8" bolts NOTE: SEE (SHT 2) FOR Al I 3-4x8 19000 RIT 561-60' 99" 10" 2-3/4` 8-0" 8.1 2-1/8" 0 8' cc 81-01. lag 0 81 cc 81-01, 60" ( .99'. 12" 3-1/8" 81-011 81' 3-1/4" 0 -UN C X 13'21G. BOLT BEAM CHART 6341-66' 99.511 1211 3-1/811 41-011 12' 1-1/21, < 52, 79.5" 8" 2-3/4-1 21-8" 8" 1-1/2" 4-3/8"X3" THIS SHEET (I OF 2, SPA' 27 - 6F) - STANCHION 0 FLAT WASHER(2) MADISON 53-70' 79.5" 10" 3-1/2" 21 -0" 10" 1-1/211 lag, 0 81 oc 81-01, 27 ff-V 33 4'-0" < 521 80/96" 811 2-3/411 81-011 1-1/211 1-1/2" 2-3/811 lag 99. 5" 10" 2-3/4" 8-0" 9" 31, lag @ 81 oc PALM < 481 95. 5" 8" 2-3/4" 81-6" -2-1/411 1�3/4" 5/1611 lag 0 30000 :51-511 1 41-511 571-68' HARBOR 501-54' 95.511 1011 2-3/411 81-011 2-1/4" 1-3/411 16" oc 81-01, I 10'12. 561 < 95. 5" 12" 2-3/41' 81-011 2-1/4" 1-3/4" 75. 5" 8" 2-1/4" 4-0" 7-1/2" 1-3/4" 2-3/8" carr. < 48' 8211 81, 2-3/4-1 2-8" 8" 1-1/211 3-5/16" lag 75. 5" 10" 2-3/4" 4-0" 9- 1/2" 1-3/41' bolts 0 8' FR ME STIFFNER DETAIL NOTE: I' USE EITHER: 4-#12 S.M S. B,/OR EJ lx,/ CHASSIS 1.5 2 -POWDER ACTUATED -I 4-#12S.M.S.--,,,. 2-112.1OXAG. A. 1 ��SEE FRAME STIFFNER A !116 k_1_16d EA SIDE DRIVE PINS DETAIL ANGLE IRON -"O 3 X). 47X G' I D.F. �k4ISTL.PLT. I - I ,--'WOOD POST 4-Al2 S.M.S. OR ALTERNATIVE: 4-912 S.M.S./OR WELD 361(MAX) 10 1/Z 3/iis FILLET WdLD 2-8d EA SIDE ALLAROUND NOTE: RIDGE BEAM 13'l(MIN) 7 1 STANCHION PAT# USE STIFFNER IF OUTRIGGER OR SUPPORT 2 0"(M A X - --4684097 CROSS MEMBER DO NOT OCCUR WITHIN 12"OF STANCHION (TYP) 2"ADJ. 0 243d'XIZDP* /-SEE NOTE ABOVE FB - ILA, BV CONC.FTG. C .__ C 6 ---�2�44 4 j12' �XSILGG-A.B./OR 6 8 4-yz-EXPANSION ANCHORS INSTALLED "__-CONC. FTG. (VARIES PER MFG'S INSTRUC- SEE RIDGE BEAM if riC'TAII TIONS 6.*EMB(MIN) r)PTAII CHART)* SEE NOTE17 RIDGE BEAM FTG REDMAN 49' < 82" 10" 2-3/4" 21-8" 10" 1- 1/2" @ 8' oc 8-0" 24�X 300* \�CONC. FTG. 1'-7" FOOTING EXTENDER 6 -�27/. Zimmer 82" 12.1 4" 21-81' 12" 1- 1/2" or 1 99.511 1011 2-3/4" 8-0" 10" 1-1/21, @ Oc, 1 8-011 ROBERTS < '75. 5" 8" 2-3/4" 4' -0" 8" 1-1/2" 5-5/16"x4" 3 X77 0 (T Y P) - (VARIES) SEE RIDGE NOTE: SEE (SHT 2) FOR Al I 3-4x8 19000 D 0 HOMES 52-450' or 101, 2-3/411 41-011 10" 1-1/211 lag 0 81 cc 81-01, 21-7". 5-4x6 22000 0 -UN C X 13'21G. BOLT BEAM CHART 6341-66' 99.511 1211 3-1/811 41-011 12' 1-1/21, 12000 3--6" 21-10-- 13000 4-3';0X8`LG A.B./OR THIS SHEET (I OF 2, SPA' 27 - 6F) - STANCHION 0 FLAT WASHER(2) 14000 SILVER- < 48' 99.511 811 2-1/411 8-0-1 7" 31, 4-5/16" x3" 27 ff-V 33 4'-0" a HEX NUT 1�115TLPLM CREST 491-56' 99. 5" 10" 2-3/4" 8-0" 9" 31, lag @ 81 oc 81-011 _T4_000 -TI--10- 26000 5,-1.. 4'-l" PLCS 30000 :51-511 1 41-511 571-68' 99. 5" 12" 3-1/8" 8-0" 11" 3-1 36000 6'-0" 4'-11" INSTALL PER MFGS I 10'12. < 42' 75. 5" 8" 2-1/4" 4-0" 7-1/2" 1-3/4" 2-3/8" carr. SKYLINE 44-60' 75. 5" 10" 2-3/4" 4-0" 9- 1/2" 1-3/41' bolts 0 8' 81-011 SUPPORT DETAIL RIDGE 1 601- 75.5 12.1 3-1/8" 4-0" 11. 5" 1-1/4" SEE NOTE 17 go EXTENDER 3/.STL.P I ��z 6 I N), U WESTWAY < 48' " " -3/4" 4-0" 7-1/2" 1-1/2" 80.5 8 2 7-1/2" 1- 1/2" 4-5/16" x3" lag 111 41 8-0" . 1 "&M AX) IIF 52-64' 80.5" 10" 3-1/2" 4-0" oc NOTE: RIDGE BEAM LOADS AND DISTANCES TO SUPPORT - LOCATIONS ARE OBTAINED FROM THE MFG'D. HOME ENGINEER APPROVAL < 44' 75.5" 8" 2-3/4".8- -0" 8" 1- 1/2" 6-3/8" lags 4%4x3A6TS. I A_ 4- FR ME STIFFNER DETAIL NOTE: I' USE EITHER: 4-#12 S.M S. B,/OR EJ lx,/ CHASSIS 1.5 2 -POWDER ACTUATED -I 4-#12S.M.S.--,,,. 2-112.1OXAG. A. 1 ��SEE FRAME STIFFNER A !116 k_1_16d EA SIDE DRIVE PINS DETAIL ANGLE IRON -"O 3 X). 47X G' I D.F. �k4ISTL.PLT. I - I ,--'WOOD POST 4-Al2 S.M.S. OR ALTERNATIVE: 4-912 S.M.S./OR WELD 361(MAX) 10 1/Z 3/iis FILLET WdLD 2-8d EA SIDE ALLAROUND NOTE: RIDGE BEAM 13'l(MIN) 7 1 STANCHION PAT# USE STIFFNER IF OUTRIGGER OR SUPPORT 2 0"(M A X - --4684097 CROSS MEMBER DO NOT OCCUR WITHIN 12"OF STANCHION (TYP) 2"ADJ. 0 243d'XIZDP* /-SEE NOTE ABOVE FB - ILA, BV CONC.FTG. C .__ C 6 ---�2�44 4 j12' �XSILGG-A.B./OR 6 8 4-yz-EXPANSION ANCHORS INSTALLED "__-CONC. FTG. (VARIES PER MFG'S INSTRUC- SEE RIDGE BEAM if riC'TAII TIONS 6.*EMB(MIN) r)PTAII CHART)* SEE NOTE17 RIDGE BEAM FTG POST CHART . . . . . . . . -TIP fo ..7. -POSTS 1-4x6 4 24�X 300* \�CONC. FTG. 1'-7" 1'-5-" 6 -�27/. Zimmer 451-641 or 1 99.511 1011 2-3/4" 8-0" 10" 1-1/21, @ Oc, 1 8-011 _5000 6000 2'-5" SEE OPPOSITE NOTE .3-4x6 13 3 X77 0 (T Y P) - (VARIES) SEE RIDGE NOTE: SEE (SHT 2) FOR Al I 3-4x8 19000 D 2'-10" D SECTION D -D NOTICE FR6NT 31-2" 1 21-7". 5-4x6 22000 11000 BEAM CHART PERIMETE -5-4x8- 31000 6­4xiS 28000 12000 3--6" 21-10-- 13000 4-3';0X8`LG A.B./OR THIS SHEET (I OF 2, SPA' 27 - 6F) 6-4x8 38000 14000 3'-9- 3'-l" SECTION A -A SEE NOTE17 15000 3'-11" 3'-2" 27 ff-V 33 4'-0" lit 4-�� EXPANSION ANCHORS MUST BE ACCOMPANIED BY SHEET I 20000 4'-5" '-7" 22000 4'-,B" 3'-10" -W---O' _T4_000 -TI--10- 26000 5,-1.. 4'-l" 2s_000 5-3-.1 4-3" 30000 :51-511 1 41-511 32000 5:-8.. 4'-8" 34000 5. �10" 4'-10" 36000 6'-0" 4'-11" INSTALL PER MFGS TIONS, 67EMB(MIN) 2 OF 2, SPA#27-6F CHASSIS SUPPORT DETAIL RIDGE BEAN SUnKPOR SEE NOTE 17 . FLOOR JOIST FLOORJOIST_ CRIM JOI NOTE: RIDGE BEAM LOADS AND DISTANCES TO SUPPORT - LOCATIONS ARE OBTAINED FROM THE MFG'D. HOME ENGINEER APPROVAL FR ME STIFFNER DETAIL NOTE: I' USE EITHER: 4-#12 S.M S. B,/OR EJ lx,/ CHASSIS 1.5 2 -POWDER ACTUATED -I 4-#12S.M.S.--,,,. 2-112.1OXAG. A. 1 ��SEE FRAME STIFFNER A !116 k_1_16d EA SIDE DRIVE PINS DETAIL ANGLE IRON -"O 3 X). 47X G' I D.F. �k4ISTL.PLT. I - I ,--'WOOD POST 4-Al2 S.M.S. OR ALTERNATIVE: 4-912 S.M.S./OR WELD 361(MAX) 10 1/Z 3/iis FILLET WdLD 2-8d EA SIDE ALLAROUND NOTE: RIDGE BEAM 13'l(MIN) 7 1 STANCHION PAT# USE STIFFNER IF OUTRIGGER OR SUPPORT 2 0"(M A X - --4684097 CROSS MEMBER DO NOT OCCUR WITHIN 12"OF STANCHION (TYP) 2"ADJ. 0 243d'XIZDP* /-SEE NOTE ABOVE FB - ILA, BV CONC.FTG. C .__ C 6 ---�2�44 4 j12' �XSILGG-A.B./OR 6 8 4-yz-EXPANSION ANCHORS INSTALLED "__-CONC. FTG. (VARIES PER MFG'S INSTRUC- SEE RIDGE BEAM if riC'TAII TIONS 6.*EMB(MIN) r)PTAII CHART)* SEE NOTE17 RIDGE BEAM FTG POST CHART LOAD FOOTING SIZE 1000 PSF 1500 PSF MAX LOAD -POSTS 1-4x6 4 3000 1'-7" 1'-5-" i_4x8 2-4x6 9000 I 4000 21-0- 11-8,, 1,026'f 21-3" 11-101- 2-4x8 12000 _5000 6000 2'-5" 21-o,,- .3-4x6 13 100 21-8" 2'-2" 3-4x8 19000 8000 2'-10" 2l-411 4-4x6 18000 4-4x8 25000 9000 3'--0" 2"-6" FR6NT 31-2" 1 21-7". 5-4x6 22000 11000 31-41" 2'-9" -5-4x8- 31000 6­4xiS 28000 12000 3--6" 21-10-- 13000 3'-0" , 6-4x8 38000 14000 3'-9- 3'-l" X6 2000 1 1 7-4x-8 44000J 15000 3'-11" 3'-2" 27 ff-V 33 4'-0" 3'-4" NOTE: ANY COMBINATION OF POSTS MAY BE USED TO GET THE RESPECTIVI SUPPORT REQ1D. 1 1 17000 4'-2" 3' 46�� 18000 4'-3- 31 20000 4'-5" '-7" 22000 4'-,B" 3'-10" -W---O' _T4_000 -TI--10- 26000 5,-1.. 4'-l" 2s_000 5-3-.1 4-3" 30000 :51-511 1 41-511 32000 5:-8.. 4'-8" 34000 5. �10" 4'-10" 36000 6'-0" 4'-11" 38000 61-2" 5'-1" SPAN CHART. R FES MILIULL; L/,0.eTAkaJd 7,4*96: 4LLOWABLE SOIL BEARING PRESSURE.:7� PS.F DIST._� DIST.T-2 I DIST.T-3 CI .0 13 DIST. I DIST. 2- DIST. 3 DIST. 4 DIST. 5 DIST. V 0. 1 . J Cl 0 C 047407 civil STATE APPROVAL HEALTH AND SAFErY CODE. SECTION jusi A P P R 0 V E D su T�CORRECTIONS NOTED %pp. -M d-, f _.-o , 4 DIVISIO COD SJ By SPA 11is Plan A 'royal Exoir-A 00 CA = L&J 00 LLS d. Z; LQ W 11,_ Gn CIA cc In C.> A CP C.3, V CM C'd CM Z _J U) UJI a _J :D d OD C\I 00 V) lr) Z 0) 0 y i7) cli X OD Z LLJ DO 1 0 pr) (X) Z OD K) 0 R Z rr),- C) LLI - (D _J M (D - Cf) U_ %1I. CY) 0) W X - .. M 30 .- X Do < X: < Lr) U) (L LL F;A RIDGE BEAM SUPPORT LOCATIONS SCALE NONE FRONT B C D E F G REAR LOAD 1,026'f W 5130f 6156# &4-1f 6071 I DIST. 01 10'140"- 115441 64*1 SPA " 27-6F 10172 $HEM FR6NT T-6 T . -C T -D' REAR LOAD 7 E�1/5 _q541 DIST. Olt !E�Ae��33'-g 44�e d�gL 27 ff-V 33 A/ MILIULL; L/,0.eTAkaJd 7,4*96: 4LLOWABLE SOIL BEARING PRESSURE.:7� PS.F DIST._� DIST.T-2 I DIST.T-3 CI .0 13 DIST. I DIST. 2- DIST. 3 DIST. 4 DIST. 5 DIST. V 0. 1 . J Cl 0 C 047407 civil STATE APPROVAL HEALTH AND SAFErY CODE. SECTION jusi A P P R 0 V E D su T�CORRECTIONS NOTED %pp. -M d-, f _.-o , 4 DIVISIO COD SJ By SPA 11is Plan A 'royal Exoir-A 00 CA = L&J 00 LLS d. Z; LQ W 11,_ Gn CIA cc In C.> A CP C.3, V CM C'd CM Z _J U) UJI a _J :D d OD C\I 00 V) lr) Z 0) 0 y i7) cli X OD Z LLJ DO 1 0 pr) (X) Z OD K) 0 R Z rr),- C) LLI - (D _J M (D - Cf) U_ %1I. CY) 0) W X - .. M 30 .- X Do < X: < Lr) U) (L LL F;A 6-18-90 SCALE NONE JOB NO SHEET t7 SPA " 27-6F 10172 $HEM MOBILE HOME .----SIDING !-----2-10d cm !/4DIA(2)HOLES ),",SEE NOTE ABOVE 3/4UNCALLTHRE I AD SKIRTING (TYP) 1/4 UNC HEX NUT 6d@ 600.C.CTYP) /3z STL P �2) REQ D. SKIRTI ,%z STL. PLT. A41BOTTOM PLT. P T. NAILER 4-3 CONIC. #4 REBAR 2AlOrMI NAILS 6X9 CONTINUOUS FOOTING - X1 X. 00 . SQUARE TUBE--,,, 33 1/4DIA(8)HOLES 4-3-CONC. WkILER PTiO(mI 4 4-16 NAILS N) 41/2. 3 6 (MIN) 6' 1 N) M V —*wt ,l/4DIA(6)HO FS - SECTION E—E #4 REBAR SEE NOTE 17 SEE NOTE 17 OPTION 31 BLOCK WALL SET OPTION 4 PERIMETER ENCLOSUF v V -N L- L- !/;0 ANCHOR BOLT 2X6 RIM JOIST 2X4 PONY STUD AT 160.C. MOBILE HOME SIDING mAr 6- 3/4 1/2 1 �4' 33/4 '/4DIA(4)HOLES 7 12. Y? DIA H.R. ROD-�, FRONT VIEW ADEVIEW CO2 2= 2c LU c-4 00 CO2 cn 45 E m m ME z a. con w 0 CO w- N "Moll z 0) r- i;)- 0 LL, C-) (X) Ci 00 L� z . 0 Z I to rf) OD ENGINEE RNAL FESSI, F z CD rr) 0 LLI -i -(D (D NO. C 04740 r,, LL cr Ev. 1�11111.5 Im 3 L) x 0 CIVIL co < LO U) L< 0. L OFC .,,,,,-SKIRTING DRAWN STATE APPROV,AL 13RUCE FO-DAI� CHECKED HEAUN AND SAFElY CODE.' SECIION jgn� 65 MIN) A P P R 0 V D DATE LE SlJWECT 70 CORRECTIONS NOTED' 6-18 -90 p. W -PPIic-bl-Slai- I— -d SCALE NON E 14—ing -d C..­�y JOB NO 89-329 DIVISION OF CODES ANDSTANDARbS �SHEET SPA NO. -6is Pl— A Iro-of Exoi SPA 27-6F 2 OF 2 3NEETs