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Home My WebLink AboutB15-2599 030-510-004FORM NO Butte County -Building Division DBP -11 MANUFACTURED HOME SUPPORT DATA .Owner's name: 2 A. P. # A cro Home Manufacturer. 1A.AD IC Manufacture Ye ar. Model Number / Name:' j� Al n 13UTTE Width: 1_6gih: FOOTIOT tre d or r,.")TfNTY NGS 0 tre d or ' oundation rade 5�(Otherf UPPTS_ =n block ul A 2 2 016 S oncrete block her[ Provide manufacturers installation manualEVELOPMENT , support blocking requirements and statb D approved or engineered foundation or tie down system specifications. pecifications. SERVICES 03 T1 Pier Footina Sizes and Locatinnq SINGLE WIDE Uhe I Line 2 section on 1 Line I Section 2 Section 3 Line I -Piers:, - Minimum .size piers: - X Spacing maximum: From: ends maximum; L Line 2 Piers: .. Minimum -size piers: -Spacing. maximum: From ends maximum:. Line.3 Roof L6ads',* Minimum size -piers: Location (from front): Minimum '.mum . sizepiers: .. Location* (continued): Line continued):Line 4 Roof Loads: Minimum size piers: Loc ' ation m ffsize front): Minimum ize. piers: Location (continued): MULTI -WIDE Line 1 Line 2 Line 3 Line 2. Line 4- (triple wide only) Line 2 I Snow Load:: psf., . Snow Load. requirements may be obtained at /� http.*//ik.chiooffm' 'rkscom1' I Pwo !rtW A '.)o j. view w-W1.90,41".19worn -I-QQM-er,. � , 4 . 1. Line 1 Openings: Minimum size . pier..[ I X1 Requiredate.- ifon�rhgs ove&r_2__r-7 ft.HNLIT, REVIEWED FOR X.12 eGround.' System X12 Foundation System. Installation Instructions for nia Q wo for Ground &Toncrete SysteAw :California Residential Code ,(PAW -6, 1 - 3 Wind 85 mph., pos'ure C; Seismic Des-ign Category C &AD .By Tie Down Engineering A Ar- 2- "? BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED O Fp o CODE QQMPLRN 7� c Y/ 1171201t BY x2.-Gohere-t6 Sv#Qfp tEftqinder Ap *&*� p wiN State, Mal MAN UFAIANif). I I 0MFAw%*,#,HoME FOUNDATION 3 gy?ALTW.-AND-s',m . T Y COUR#*WWO-N ISS Ari)pov(-.o SUM: CT TO 60 P R E=QOTED ..kMPVAL DOES NOT AUT14001 A_ 0 . 01�_PPROV, OhvMONS OR DEVIATION MOM REqUIRE M Gf A0puCAeLe, STATE LAWS AkD:REGuLA TjC b, 6ftifiw i .q qf�iows ng and Cbniffliliifty rijvelopn PISTON QqCODES ANip.STAXDARQS . . j BY ., i n iry If— Thi0Jafi.A0p'j'0v.a1 Expires. f G P -L A-4 GA'301.16 hE lei FLEETWOiOD. HOMES Carriage Manor Series Model 3403B 3 Bedrooms • 2 Baths • 933 Square Feet 40'-O" OPT. WOW. LINEN - --�� i ... O O .......... .............t... OIf. GARDEN ND i - - ly-�- 10IS Y _ .1 1`{`{ OrT_ _RA18E _ -- - _. - I y Ty DOOR CAD. _ . I,..... KITCHEN t.._ ::.::{{... ............... r ft I I ::::.::::'.:.... BATH Ci , . I I DININO I . M. I _ M. _ F - { 0 ® ........tAREA..:... € 13 O G BATH:: BATH: -... _i -: �I a:.. -T. i TTfYI :::' r rANntr LINEN t1 {j Z +t-�t O �WA�K IN '1 '_' ___I . -t ....I-.. ' - 8Ef ±f ' f ...i... ... ... ..}..'..... tt }.. ..{ { 7r if t.. . O I1........�_:_.6.a..L.l...,1 ..........1...,....... _._.........'[::}:: 7.#. OPENING OPT. GLAMOUR BATH (AVAILABLE ONLY WITH 4' STRETCH) MASTER BEDROOM LIVING ROOM If' -O" X 11-4" 17-&"X Ir -4" ,-.HMIT # — — ENTRANCE BUTTE COUNTY REVEL I-01 _" - >> r 1(F j A BEDROOM #3 9'-6"X 11'-4" BEDROOM #2 f0' -O" X 8'-9" REVIEWED C O E ,�; JOPT. WOW. P `14�.: t-. OPT. 3' STRETCH I OPT. 1' STRETCH (MASTER BATH &--► �—(BEDROOM #3 & DATE MASTER BEDROOM) BEDROOM #2) ALT. #1- 4' STRETCH Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. PFSAPPROVAL_IIN2/07 CD/08/DEC07 I TIE DOWN ENGINEERING, Inc. ABS Footing Pad #59303 - 24""x2481 ��- 24.000 Dry Motes ) /� 0.25 K on ern ` 0.50 l 0.37 / AO reel! `4NPo,P�od4�� 24,24 A85 Find C. C 30123 A *k EXP. 12-31-2 Steel pier 266 Attach pier to A55 Pad using 2 (4) #14 x 2" SMS Screws. 1.30 Check local r,ectuirtements for Y'R 1.348 proper pier top. 1.448 / �! 24" x 24" o.1l060 ( 0020A.(TV-) 0250\` The dimensions shown are for injection mold process. Aral measured thicknesses after curing: 0AU S4 0.158P4Z 0005 a Ryp.� 0.250 Di Outer Flange = 0.124" to O.l Oi' (top) 06 R. seCon-A oiDOW Bottom (base)= 0.103" Eftrwd PERMIT # Ewa l - LS`�� Ribs (at base) = 0.182" to 0.118" (trap) BUTTE COUNTY DEVELOPMENT SEP`'PCES REVIEWED 1:0 R Maximum Pla LDads Per Sq. FL CODE C Nfl P! Y Area 1 WO 1500 .2000 C s - CM -ft) pst sal pe soil Pe soil General Notes DA i E _OL'7 '!Q/ _ �� —✓ A. M 6000 8000 1).576 square inches = 4 square feet MAAII.FHOMF.dACCMSORYSTRUC MERMniNr Cnkl;• 2) Flat side down. HEALTH AND SAFETY CODE. DIVZWN 13. PART 3 APPROVFD 3) Can be used with Steel Piers St'RUCT TO CORRECTIONS :VOTED Approval docs not authorize of approve rW emission or deviation Or Concrete Blocks. fram requirements of appliabla STarte blas and r4waatmm. 4) Installer Responsible for determining Bearing loads and.capacities 5) RADCO Fisting #1345 Molded In Pad Base. KDESAND F.CALTFOAMA :D26 AND CO.MMfINrrYW-_%TLWMENT Dl STANDARDS Date (sipnsturJe Far No. This Approval F_cpires 6/- G 2-- Q Q ?"/E DOWN ENGINEERING, Inc. ABS Footing Pad #59300 - 16111x 18" 7.2B2 Dimples Dn Bot j - " 6.1211 See Detail - 4.937 2.940 ` 3.187 I 1 ? 1.594 " I ' ' 0.125 R. 1' 6-688 8.000 8.938 'Lied f 64 1 1 � ' { f 2.815 � l.�j� m ..e�-• a., r,, »..1..:. � c: a 7.150 ! M000 } 1 a n ° 9 ° ° o e �y " j 7.53D Q \ I Q i f I. 0zo �?1� t 1/8Dia. Holes _.20> -0.020 R. (Typ•) r f h i 0.156 . 1 �. 0.045 R. (r p:) 0.250 Dia. 'l ' &061 L 0120 16043 ADS QRCFESS C. CO C 30123 EXP. 12-31-15 .G Cl L OFCAL�F steel pier Attach plea to ABS Pad urine (4) #14 x 2" SM6 Screw& Check local requirements for proper pier top. 16" x 18" The dimensions shown for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.105" Bottom. (Mase)= 0.087" Ribs (at base)-- 0.108" Section - A Dimple Detail Maximum Pier goads Per Sq. Ft. EnlatuW w- -- W_ __._. Pad Area 1000 15 2000 (sq.ft.) psf soil psi soil psf soil MOBU"OUR & ACM%ORY %12AX"MRF 2MM Cn60AQENr 4000 General Notes REAMIAkDSAMYCODE, D)VISU M 13.MAT2 APPROVED 1) 288 square inches = 2 square feet St'DJECTTO CORRECTIOVS NOTED Apffmd doea.not auth rite or spp►ove aey ominion or deviatfa 2) Flat side down. � or•pru�e a sora Im =d r%Waka., 3) Can be used with Steel Piers ". ATFOPCA[iPORNrA nF l�� 3$F'c�Mf1NTTYTIFI�P.1. Or Concrete Blocks. uN >asn�u rna�ln►cl�s " 4) Installer Responsible for determining By Date Z bearing loads and capacities "i"' BP rca C) v -� 5) RADCO Listing #1.345 1611401 Molded in Pad Base. PERMIT #1 This Appy E" pi's' � � � 7 UTTE COUNT ° BY DEVELOPMENT SERVICES R R V i O B TIE D• •30336 it TIE DOWN ENGINEERIII NG., Inc. ABS Footing Pac1E 93Qf A;,. 51 22.5 � BUTTE COUNTY r?F:V .'-0: "'VICES 6.;62 — i 4:5P0 nA 1 „ a - / t ± 2.727 t — 1- 1.2 /� Chassis Owm +1f a qL ,,np 0.!00 0,170 0;70 6.035 R 00i o 2tic 91 16 x 22.5 A55 Pad PROFESS/ C. CT C 30123 *EXP. 12.31- ! cam. _7.-A Steel Pier Attach pier to ABS Pad using (4) #14 x 2" SMS Screws. Check local requirements for proper pier top. 16" x -22.5" The dimensions shown for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.134" to 0.121' (tap) Bottom (Mase)= 0.100" Ribs (at base)= 0.137' to 0.114" (top) 0;06FL $%lion • A Dimple Delail Maximum Pier Loads Per Sq.- FL Enlarged Enlarged Pad.Area 1000 1500 2.000 (sg:ft:) Psf soil psf soil psf soil General Notes 2.5 2500 3750 5000 1) 360 square Inches = 2.5 square feet. IMMENNEN APPROVED can be pyramind stacked = 5. square feet xIIBJECT TO CORRECTIONS NOTED 2j Fiat side down. Apprrna7 docs nol authorize or approve any omission or deviation 42 1 M 0 teel Piers 3) Can be used with Steel IM Or Concrete Blo&s. 4):Instaiier responsible for determining ( I COMMUNITYD _ PMENT AND STANDARDS Nunn NNA gearing loads and capacities ('K r<� / 5)RADCO. Listing #1.345 lap Na - CJS - U) Molded `In Pad Base. i At _ -7 TIE DOWN ENGINEERING a 255 VillanovaDrive _ 4 IM ETH- win In M 8 MM IM +1f a qL ,,np 0.!00 0,170 0;70 6.035 R 00i o 2tic 91 16 x 22.5 A55 Pad PROFESS/ C. CT C 30123 *EXP. 12.31- ! cam. _7.-A Steel Pier Attach pier to ABS Pad using (4) #14 x 2" SMS Screws. Check local requirements for proper pier top. 16" x -22.5" The dimensions shown for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.134" to 0.121' (tap) Bottom (Mase)= 0.100" Ribs (at base)= 0.137' to 0.114" (top) 0;06FL $%lion • A Dimple Delail Maximum Pier Loads Per Sq.- FL Enlarged Enlarged Pad.Area 1000 1500 2.000 (sg:ft:) Psf soil psf soil psf soil General Notes 2.5 2500 3750 5000 1) 360 square Inches = 2.5 square feet. MOBILEHOWE d.' ACCESS0RYSTRUC-nIRF Ft"Mm m. COMPONENT lILAI:TII AND SAFETY CODE. DIVISION 13. PART 2 APPROVED can be pyramind stacked = 5. square feet xIIBJECT TO CORRECTIONS NOTED 2j Fiat side down. Apprrna7 docs nol authorize or approve any omission or deviation from requirements of applicable State taws nad regulation s. teel Piers 3) Can be used with Steel ATE OF CALIFORNIA Or Concrete Blo&s. 4):Instaiier responsible for determining ( I COMMUNITYD _ PMENT AND STANDARDS gearing loads and capacities ('K r<� / 5)RADCO. Listing #1.345 lap Na - CJS - U) Molded `In Pad Base. i At _ -7 TIE DOWN ENGINEERING a 255 VillanovaDrive _ 4