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HomeMy WebLinkAbout029-133-021Building Permit Number: 05-19(47 Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, LJH.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. r 11 Page 2of 2 Building Permit Number: 0 3 " 9 Owner Name: Ei Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ElThe following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 5 feet from the side and L5- feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be signed by a California registered engineer or licensed architect. i see the 0 115 PLANNING DIVISION- BUILDING PLAN APPROVAL Use: Date: _j --- Parking: Landscaping*. - Other• I M-111 l e- lRoft6dK O� ELECTRICAL, MECHANICAL, AND CONSTRUCTION ( INOT PLAN SHALL COMPLY WITH CURRENT EDil'1000,li OF NEC, UNIC AND UPC. '� Te t ..L �KLDY RIDGE BEAM INFO Y'MftIFT 6r-ft;1f-CA4SLft J ro F-� an 4?a IL) !i1 4k -m b.! 27 7!!^ :-gir;--Y 67-a 91 i+& O WL 3 9i1F re119 UL lw goo iW iia 1.1. y iz AW 641t1& 919 # I�Wp1! 4t 4 �l-6' 4q w m s_EaT wy :, t N c # J ro F-� an 4?a IL) !i1 4k -m b.! 27 7!!^ :-gir;--Y 67-a 91 26'-8' 66'-Y' APPROX. 1760 SQ. FT. T Am &Rum= MOBILEHOME INSTALLATION DATA 1) Owners Name: 1 �' C`1P�1'1 t-tio�CS 2) yrs Parcel Number. tea C�V��'" O * / % 3) Installers Name: __ 4) Is the site currently under permit? 5) Is the site an existing site? Yes [ ] No M Permit No. Yes [ ] No [ /] 6) What is the electrical rating of the mobilehome? 7) What is the mobilehome site circuit breaker rating? 8) What is the electrical rating of the mobilehome site? (If yes, fumish two plot plans). 1 DO Amperes. o� 00 Amperes. Amperes. 9) Is the main service remote from the mobilehome site? Yes [ ] No [ If it is, what is the rating? Amperes. 10) Is there any other electrical load to be served by the mobilehome site electric service (ie well, garage, etc.)? Yes [X) No [ ] If yes, please identify the load and size: a) The mobilehome site: Load- 1 p-e� Amperes - b) The main service: Load- Amperes - 11) Type of gas service at mobilehome site: Natural P] Propane'PQ None [ ] 12) Size of gas pipe at the mobilehome site from the meter or tank: 3/4" . 13) What is the gas pipe length from the meter or tank to the mobilehome? (ft.) 14) What is the mobilehome gas demand? B.T.U. * *(This information is not required if the pipe length is less than 6 feet on natural gas or less then 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION m r tr �Zry . MOBILEHOME SUPPORT DATA Mobile Manufacturer: Vic' tett. Manufacture Year: 2D0'� If other then Vngle wide, fumishSet,4p Model Number: ( 016Q Width: ft $ Length: "j q 11 ftTagalong or Expando Size X On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade P<] Other: SUPPORTS: Concrete block k0] Other: Provide Tie Down Specifications for all Mobilehomes:� SINGLE WIDE MULTI -WIDE Line 1 ' I Line 2 Line 2 ................................................................................................ Main Beaass Lino2................................................................................................ c 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ............................................................................................. Line 2 Line 1 .............................rinel. C5 Tag or Triple e 4 Line 1 Piers: Size minimum: X1 I Spacing maximum: " From ends -max: " Line 2 Piers: Size minimum: 1 x Spacing maximum: $ O " From ends -max: a.'o " Line 3 Roof Loads: Size minimum Location (from rear): Line 5 Roof Loads: Size minimum Location (from rear): Line 1 Openings Size minimum: Each side of openings with width over: Line 4 Piers: Size minimum: Spacing maximum: From ends -max: DIMENSIONS SHOWN ARE ACTUAL FLOOR BOX SIZE: DOES NOT INCLUDE SIDING AND ANY SET UP VARIANCE. ull FRI A m1/d�a 2Eyr�cic�s 00 G � co d- REAR � 3Q3�' �- v �w Lo Lo 1-4 Lo N m N , , OD an 3A'���rd�a� L� a6t3n N CD • ?+- JlA77Jr4G LM PZR fi= L HBOS Ma rnufact r�b,e l.) Marlette Beier CD [n�++Onfinn lnefa..iC ? n AtAAHi1Al F : Foundation BOW&r OILAS .1 w I Ift 1 A7J[ m W.811a }iC� W E.) A!®ia Frame = 9' S LEe-k sn enl - Ioo�tlors LP r Im Ln Ul JL -'" H130S ManufactAri , LP Marlette eeaes as e � aoamme� iw aw - 1immi iiia s L UTILITY LOCATIONS SYtui DESCRIPTION DISTANCE Ff06 END f 1=R SIDE 1 SAS I (dLET $•- 2" 02'-0° � DRAIN OUTLET 0 26'-2" @ 5,--0'° 3 DRAIN X -OVER 0 26'-2N � 0 20'-i" 4 WATER INLET � 3'-(?" 0 0,--1(}" 5 �(A ?�-OVER � 1ei'- H 0131-4)1 fi ELECTRIC T" � 13' B�Y�° 0 12'-4l4" 7 ELECTRICAL X- � '-8" 0 13'_4" 8 HEAT DUCT X -OVER ,-Z" � 80'-10" 0 13'_4" 9 DRYER VENT '-1" 0 0 RODE' ZONES i�AO iN POUNDS 'SlJPP{iRTE[3 BY Pl BP— # LOCA?! 2{11 3U1 44# BP -1 Oa 2931 3908 4885 BP -2 4'ftl44'—1 '" 6682 8583 11104 8P-3 33'-4" 5863 7811 9771 -'" H130S ManufactAri , LP Marlette eeaes as e � aoamme� iw aw - 1immi iiia s L UTILITY LOCATIONS SYtui DESCRIPTION DISTANCE Ff06 END f 1=R SIDE 1 SAS I (dLET $•- 2" 02'-0° � DRAIN OUTLET 0 26'-2" @ 5,--0'° 3 DRAIN X -OVER 0 26'-2N � 0 20'-i" 4 WATER INLET � 3'-(?" 0 0,--1(}" 5 �(A ?�-OVER � 1ei'- H 0131-4)1 fi ELECTRIC T" � 13' B�Y�° 0 12'-4l4" 7 ELECTRICAL X- � '-8" 0 13'_4" 8 HEAT DUCT X -OVER ,-Z" � 80'-10" 0 13'_4" 9 DRYER VENT '-1" 0 0 67'-4" 1732 2349 2886 in RODE' ZONES i�AO iN POUNDS 'SlJPP{iRTE[3 BY Pl BP— # LOCA?! 2{11 3U1 44# BP -1 Oa 2931 3908 4885 BP -2 4'ftl44'—1 '" 6682 8583 11104 8P-3 33'-4" 5863 7811 9771 BP— @ 44'-4" 3999 5332 6665 B --5 0 53'_4„ 2931 3948 4885 8P-6 0 56'_8" 2531 3375 4219 BP -7 in 2"z 2"x .5/16 STEEL ANGLE DETAIL 0A" CHASSIS FRAME (2) REQUIRED 1/4" GRIPPER BASE - 1/2-13UNC-A307 x 4" -,- BOLT WITH NUTS (4) REQUIRED it 1/2' SCH 40 -PIPE RISER WITH 41/2- ADJUSTER HOLES AND 3/8' THICK TOP PLATE 02" SCH 40 PIPE , STAND WITH TWO _.4I/2" ADJUSTER HOLES - $ °=118ESCO ABS PAD X1503 „ STEEL FRAM E 3110"" CAU FLHom8:.L.1r, :CUT WASHER COACH 'C" FRAME COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) -REQUIRED 2" CHANNEL 1/4` STAND BASE 1 TEK STS 4 ABESCO ABS PAD #503 (2) REQUIRED BASE 1/2" A307 BOLT (2) REQUIRED 3/8'x 6`x 6" STEEL PLATE 1/2- A307 BOLT (2) REQUIRED I� — 1 fl.DO —moi 36" MAX I _---- Ta gdTIOM - P'o 01/2-x 3` C.R. 10.00 LOCK PIN WITH ft/8' BRIDGE a PIN 49/16 HOLE (TYP) STAND BASE TOP VIEW TUB' -1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARS} COWANY 5851 F1..ORiN - PERKM ROAD SACRAUENM. CA 95823 PH: (800) 382-8831 fAX: (916) 383-5207 VOA 1/4- GRIPPER PLATE COACH 'J" FRAME TEK STS (4) REQUIRED 1/2" A307 BOLT (4) REQUIRED C—B MIS SEAM ATTACHMENT ATTACHMENT 8' 1/2" DIA. HOLE (8) PLACES STEEL FRAME TOP VIEW STATE APPROVAL �' vs orA U p ILE pt i WAYNE T. POLVADO, P£—LISTING NO. F94249 sHEET I of 3 Ln r N m m N m to c m GENERAL NOTES GUS GUARD TUF— I t_ DESIGN LOADS: LIVE LOAD - 30 LB. FLOOR LIVE LOAD - 40 PSF WIND LOAD - S E "C" SEISMIC ZONE "4" *SNOW LOAD 100 PSF (SEE NOTE #15) -F'CF DAT1UlY $Y5i1=AI IS--DESIGPiE[I '1'O 6£ CONSfRt1CTEQ Did `-- - A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS SEAM SUPPORTS SHALU BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE '1108H.E HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR. MANUFACTURED HOME SHALL BE READJUSTED WHEN 05 EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR I F TOTAL LOAD SOIL PRESSURE, 'AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. 11 tAt61HN;'TD fiT5'�'ECaFICATIDRT -Bli.'[RDDE5=37ID �PL5IiES=DISTLi AS& BOLTS -SAE GR 54STM A449=ASTM• A3725. 7. THE GUS GUARD ASSEMBIM SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY SSIC AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: I30RTZONTAL VBRTECAL GUS GUARD TUF-1 2200# 6000# GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 6000# B. DURING PRELIMINARY INSPECTION. THE ESTIMATOR SHALLENSURE BEAi�tS ARE OF STANDARD SECTION 16. FOUNDATION BLOCKS 16"x 16"02' POURED RI PLACE AT GROUND LEVET MAY BE USED AT INSTALLERS DISCRETMK ALTERNATIVE TO PADS. SINGLE ME COACHES DOUBLE/MULTIPLE COACHES •£0-2,._MtN: � 8'"};Iqx-�-�_..E_._2s..MI1M:-f--1.1'-islp7C------.._._...� S= 6' MIN. /16' MAX. S= 6' MITI. / 22' MAX. VARIES 10'-70' (SEE TABLE ON SHEET #3) - E— Ste- S —-- - S --+T E ;I u u u ❑ ❑ u RIDGE BEAM SUPPORT AS REQUIRED BY MA14UFACTURER (TYPICAL) ❑ ❑ E] -1�- - F1...II ..l E:1 _ ... 8' Nam. t Q z PADS IN ANY PAIR WAY BE STANDARD ILK- FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT SUPPORT PAD (TYP) MOBILE HOMf CNA5515 f rr,.. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS_ GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL ,.�6'1.;' •1 E f' F9k3NB14T161F PIANS, 1�}. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOODr - s PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE WEIGHT ' == OF THREE FEET. `lo+ T3 R JLTIPLE UNIT INSTALLATION 1S ACCEPTABLE PROVIDED NUMBER OF TUF-1 UNITS UNDER EAC1i UNIT IS 'V: 'o T SA)& AS SHOWN REQUIRED PER EACH UNIT. J',�v� � .r,:=�•�,. 1$ : -AMIDE UNITS REQUIRE ADOITIONAL RESTRAINT. s (SEE SHEET #3) s C r �i��'1ILT 3' L AL COMPONENTS AND ATTACHMENTS TTEIIS SHALL BE PROTECTIVE COATED. 14.t ONCRETE SLAB 1S IN EXISTANCE, PAD IS NOT ANCHOR STAND TO CONCRETE SLAB WITH TUF -1 PERMANENT 1/2"x 3 I/2' EXPANSION ANCHORS. FOUNDATION SYSTEM D TUF-1 FOUNDATION SYSTEM PROVIDES VIS SNOW LOAD TO 100 PSF WHEN R6 MIS AEESCO-OM GUARD COMPANY TING STANDARDS REQUIRED BY COACH 5851 FLOPJN-PERYUNS ROAD URER OR REPLACE THEM ON A ONE TO STATE APPROVAL Z_ t z �o E�.• <a a3c� Z 0 U s f-tO<a, i i . : ed tip-• «_ o c C) ! L}s 51 c p •., p c .. U 0 j a C D o 2 = < 4N �' C •� Fw GY I p . U n a a K . cs u a Q a CJL U• K 6 tz N 0 D m SACRAMEiVTO, CA 55823 �_ � PH: (900) 382-8831 m FAX: (916) 383-5207 WAYNE T. POLVAD<D, PE—LISTING N0. F94249 SHEET 2 of 3 ^� a 1/2-x 3 1/2- EXPANSION ANCHOR (4) REQUIRED ti l CONCRETE PAD INSTALLATION CHASSIS FRAME (2) REQUIRED 1/4- GRIPPER BASE 1/2-13UNC-A307 x 4"— BOLT WITH NUTS (4) REQUIRED 01 1/2- SCH 40 PIPE RISER WITH 01/2- ADJUSTER HOLES AND 3/8 - THICK TOP PLATE 02' SCH 40 PIPE STAND WITH TWO — 01/2- ADJUSTER HOLES A8ESC0 A85 PAD X1503 a STEEL FRAME L s I I 3/4° D!A. 18' LG. 1/20x S' LONG (4) R£OUIRED ANCHOR BOLT 3/8- CAD PLATED BOLT, HUT & WASHER (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. 1 (8) REQUIRED POURED IN PLACE 16x76x12 CONCRETE FOUNDATION INSTALLATION t 36" MAX -TO 0 T-fli "OF. FAD- . � i 01/2'x 3" C.° LOCK PIN WITH 01/8- BRIDGE PIN I I UG14T HEAVY—WEIGHT PLASTIC PAD INSTALLATION Iril1- 0 1 1� 1L41"IFr NUMMI ER CIF TOF-1 REQUIRED Numm OF TUF—I REQuiRED SSE NUDE MM REQUIRE (4) E—Z TIE PADS. GUS GUARD iUF-1 PIERS ARE TO BE PLACED AT APPROXIMATELY E13L11AAL INTERNALS ALt:10G EKH FRAME Ria TUF-1 PERMANENT FOUNDATION SYSTEM 5951 FLORIN - PERK 45 ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 TATE APPROVAL WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 3 ,of 3 m U N I N f- _- m CS) N f` Lr I cn m w LL) cn N m m m Lu c PACIFIC CONSULTING ENGINEERS 2150 BELL AVE., #145 DATE: 9/8/03 SACRAMENTO CA. 95838 JOB No. 03-1174 Ph. 916-564-6028 FAX 916-564-6029 PIER RATED LOADING VERTICAL DESIGN 0 RIDGE BEAM SUPPORTS HBOS Manufacturing, LB 10 N6628-44-2 D and A CONSTRUCTION 14.67 868 W. ONSTOTT #J REYNOLDS RESIDENCE YUBA CITY, CA 95991 RICE AVE., PH.(530) 831- 5850 FAX(530)821.5854 RICHVALC, CA 5,940 APN: 029-193-012 Input Data: 2 -5,000 lbs Roof Live Load RI = 20 psf Roof L.L. Q Trib. Area Over 200 sq. ft.: R2 = 16 psf Rd= 10 sf Roof Dead Load: Building Module Width: feet H.C.B. SET: P = 5,000 lbs Soil Bearing Pressure: SI = 1,000 psf Calculations: 1 -5,000 lbs Vertical Load at Mod -line: 58.67 Trib. Area 200 sq. ft. or less W =RI+Rd x D/2 = 405 psf Trib. Area Over 200 sq. ft. W =R2+Rd x D/2 = 351 psf FRONT 7 67.33 Max. Support Spacing: 16 . LnL d Footing Size Footing Sise No. of Piers & No. oc_ aon ( ft.) oa s ( lbs.) ( In. sq.) (42"x18" min.) PIER RATED LOADING REAR 1 0 2,970 21 10 1 -5,000 lbs 2 14.67 6,750 31 23 2 -5,000 lbs 3 33.33 5,940 29 20 2 -5,000 lbs 4 44 4,050 24 14 1 -5,000 lbs 5 53.33 2,970 21 10 1 -5,000 lbs 6 58.67 2,835 20 10 1 -5,000 lbs FRONT 7 67.33 1,755 16 6 1 -5,000 lbs _ 8sy Iro. 1/�i911"'6'' JJ K Exp—L, OF C��� 01U Iro. 1/�i911"'6'' JJ K Exp—L, OF C��� LATERAL DESIGN 0. D and A CONSTRUCTION 868 W. ONSTOTT #J YUBA CITY, CA 95991 PH.(530) 831- 8880 PAX(530)821-58" Input Data: Design Wind Pressure ( 80 mph exp. C ) Seismic Load Factor Roof Live Load Roof Dead Load Wall Dead Load Floor Dead Load: Exterior Wall Hehgth Roof Halo: Building Length: Building Width: Anchor Bolt Working Load, 5/8" x 10" CALCULATIONS: Wind Lead: SHEET No. 2 OF 2 ;SB No. 03-1174 26.7 x 66 Mfg'd. Home P = 22.6 psf SI = 0.189 RI = 80 psf Rd = 10 psf Wd = 10 pef Fd = 10 psf Ht = 8 ft. Rht = 4 ft. L = Be ft. W = 26.67 ft. AB = 830 Vs Vw=P x (Rht + Ht) = 271.2 plf Seismic Load: Vs=51 x (Rd+Fd+Wd+RI/4) = 9.45 pif Seismic in Longitudenai Direction: V long.= Vs x L = 823.7 plf Seismic Controls s' ti..`. - No. of 5/6'x 10" AB req'd. at and wall - 11 bolts evenly spaced Seismic in Transverse Direction: ti V tran.=Vs x A = 251.994 Of Wlnd Controls No. of 5/8" x 10" AB req'd. at side wall = 25 bobs 0 V - (r TOTAL No. OF VENTS: Min. underfloor venting is 150 sq. ft. of vent for every 1,000 sp. ft. of underfloor area. Total underfloor area = 1,760 sq. ft. Total No. of 6 " x 14 " vents = g'' 67'.'f" �� !? Gtl / S41ppo L42e A-rl© 7 II "D•C, E /`AJAX. '-p'' c>.G.) z px 2 D TY P-....a__.._a •O._. 9A• /&L•_ f . Provide ventilation 4 Per each 150 sq. ft. Untied laor orae ( ?l-14',1 6" vents) NOTE THIS'FOUNDATION IS DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS. IN THE SOIL REPORT BY APPLIED TESTING CONSULTANTS, CHARLES J. ROBERTS, PE DATED AUG., 2201003 NOTE - Surface drainage gradients within 5 feet of the building should be constructed with minimum slopes of 2 percent of. paved area and 4 percent for unpaved areas Exist. B,ctsrlor siding 2 x Biklo. NO to Rim Joisl w/I44 of la ac. 2 X4 Top 'IL ---NN""' S. Skirting. 2x4'* at 24" O.C. PRNTED ON CI.EARPRINT 1000* Floor motfrioi , Fi•joist •- wW ddoe s vottn0 Wood Il14+4001 or — Bik'g. for Leveling KCA. ell 9% 44" Cono.a 2x4 Cont. Blooks P.T. PbN v 1S" x 1S" Grade Baanr-..-•-�~ Wt 245's T&B _.SECTION N.T.S. POU jNDAT .O PLAN scale: 1i4" Lg. woo$ Blocks (With Wood out BxbMn BWInp P' (min.) S inatatl 2 Soy Nob f 8kirtin , •--� &41s.at 24", 0.0. IS" min. 12" min. 2.4x4 Post as" mnx. Pest Support 18" x 18" Grads Bum W/ 245's T" "-"— --wood Wedood of Ilk'd. for Loyoltn9 MIA.. m4so - placement • xwiers Abooco-Gus Tum $es SPA No. 40.4P 4.1/2"x " Anchor Boit r 18" x 10" Orado Man W/ 2•"'a TIB TYPr TUM DETAIL . N.T.S. SEE SPA No. 4 "BF 67.3 --/ 9& 7 f L T.., jNNq 18" x 18" Grads Bum W/ 245's T" "-"— --wood Wedood of Ilk'd. for Loyoltn9 MIA.. m4so - placement • xwiers Abooco-Gus Tum $es SPA No. 40.4P 4.1/2"x " Anchor Boit r 18" x 10" Orado Man W/ 2•"'a TIB TYPr TUM DETAIL . N.T.S. SEE SPA No. 4 "BF 67.3 --/ 9& 7 5 THIS FOUNDATION IS GNED TO BE CONSTRUCTED ON DESI A FAIRLY LEVEL OR SLOPING SITE.. 6. MFG'D. HOME MAY BE SHIPPED FROM THE FACTORY WITH SIDING CUT BACK 2" AND Z BAR INSTALLED. 7. FOUNDATION CONTRACTOR SHALL. VERIFY ALL DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. 8. PROVIDE BLOCK -OUTS IN THE SIDEWALL. STEM WALL FOR ELECTRICAL AND PLUMBING SERVICE ENTRANCES, (VERIFY LOCATIONS ON MANUFACTURED HOME WITH MFG. 9. REFER TO TUF-1 PERMANENT FOUNDATION SYSTEM BY ABESCO -GUS GUARD COMPANY, STATE APPROVAL SPA No. 40-6F f L T.., C,O LU E f ?/Z- 310 3 /' <f 1. GENERA' Y THIS FOUNDATION PLAN IS DESIGNED TO BE USED WITH MFG'D. HOME: MAKE: -lommudlibWO&LP MODEL:' 60844 -2 -INK fdt 2. DESIGN LOADS: ROOF LIVE LOAD: 20 P.S.F. FLOOR LIVE LOAD: 40 P.S.F. • . M.P.H. Eo4t.,,P.S.", WIND LOAD; t 1ayT sEISC ZONE, 1791 Exp ,aS s�rE CpVi FO��`� OF CI►�� $01) B NGi" . P.S.F. 3. THIS FOUNDATION IS FOR PLACING MFG'D. HOMES CONSTRUCTED W/ LONGITUDINAL OR CROSS JOISTS. , 4. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH 44 OF 2,500 P.S.I. IN 28 DAYS. 011 5 THIS FOUNDATION IS GNED TO BE CONSTRUCTED ON DESI A FAIRLY LEVEL OR SLOPING SITE.. 6. MFG'D. HOME MAY BE SHIPPED FROM THE FACTORY WITH SIDING CUT BACK 2" AND Z BAR INSTALLED. 7. FOUNDATION CONTRACTOR SHALL. VERIFY ALL DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. 8. PROVIDE BLOCK -OUTS IN THE SIDEWALL. STEM WALL FOR ELECTRICAL AND PLUMBING SERVICE ENTRANCES, (VERIFY LOCATIONS ON MANUFACTURED HOME WITH MFG. 9. REFER TO TUF-1 PERMANENT FOUNDATION SYSTEM BY ABESCO -GUS GUARD COMPANY, STATE APPROVAL SPA No. 40-6F DRAWN CHECKED DATE 9/8/03 SCALE ion NO. 03-1174 SHRAT OF BMEETB 0 W C,O LU E f fdt Q�ES * 1791 Exp ,aS s�rE CpVi FO��`� OF CI►�� 44 011 Z � WW ..+ z a CNOW .. DRAWN CHECKED DATE 9/8/03 SCALE ion NO. 03-1174 SHRAT OF BMEETB 0