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Home My WebLink About056-340-021School Distria A.P. Number 0 Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Property Location/Address Subdivision Residential Development . No of Living Mobile Home Units Installation Commercial/industrial - — AeW Addition Building Department Building Department No— JCounty ............... . . . ...................................... . ......................... Sq. Foots Addition/ *Supplemental 10 (Group R) Conversion Permit# Ul 45: *(No foundation Inspection) ........................................................................ ! ............................ I qt Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Uge'Ftrciftv docu�wqtil Sq. Footage I C! fn Roofed Area Distiric Identification No. e j; School District certifies that L-1 5o (Street Address) has complied with the requirements of Resolution No. representing square feet. / \—,e r C -.O, � " School District Representative Paid by Check # Remarks: c� (State) Date (Applicant) (Phone Number) (Zip Code) by payment of $ JAB 2926 IFULL MMGATION Date No You may protest: to Imposition of the fees Identified above by submitting a wrtitten protest to the District, In compli, with Gov wnment Code Section 66020(a), wffldn 90 days from the date ton are paid. Failure to submit a tirnsly written protest will'prohlbit you from chidleMing the Imposition of the ton In any court action. If, subsequent to to School District Representative signing this % Butte County Schools Impact Fee ciertificatlon Form, the School. Distirld Is - nottSed by the applicable Local Planning Agency that this project Is bring rsvie wunder the California Environmental duality Act (CEQA), this project may be subject to additional school fees to fidly.mItigateft Impact on the school di &kft schools. White (applicant), Y6116W (building department), Pink (school district) feeform.)ft (10103)dm,m School Distr14 A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) V '( p�% G• Va Jurisdiction: City Building Department No. County Property Location/Address Subdivision ........................... _............ ...................... :...................................... w Residential Development Q Q Sq. Footage _ I Commercial/Industrial Building Identification No. (Street Addi �1 (City) No of Living Mopile H me Addition/ 'Supplemental to (Group R) Units ,installation Conversion Permit # •(No foundation inspection) . ....................................................................... .............._... , Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 0 0 New, Addition D7— J, School District certifies that ZIA has complied with the requirements of Resolution No. representing / / square feet. School District Representative Paid by Check #F / Remarks: (State) Sq. Footage (Including Exterior Roofed Afeas) i•ai • p%/, Date ` (Applicant) (Phone Number) (Zip Code) by payment of $ 3 77 -7 "/0 r 2926 S LL MM"nON $ �2-- i3 -� Date R 4 Notice: You may protest the Imposklon of do fees Identified above by submiking a written protest to the District, in compliance with Government Cods 8 66020(a), within 90 days from es the date fen ars paid. Failure to submit a timely written protest wlil'prohiblt m you froc allengingectbn the Imposition of the hes In anycouA adWL M, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is nofllNd by the applicable Local Planning Agency that this project Is being Maw under the California Environmental Quality Ad (CEGA� thls project maybe subied to additional school fees to fully rdflgtte.lts Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm I I I I � I I1 I ' 1 I I , I I I I , 1 I 1 I 1 ' I 1 I 1 , I 1 I 1 I 1 I 1 I / 1 / r o � le'Yl �`------ 20' SETBACK-------- r — — ' 1 LOT 21 2.457 ACRES r 1 APN# 056-340-021 r N , co -9, , ' � r 5SED jk Lu S ' SLu EPTIC /IPPR D 6 o C my _ Health t SP to ' J ature , , 246 __�•��--ice—_ 1 VICINITY MAP PREPARED BY O O 0 oaa�aN aRou� 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 I PROJECT INFORMATION I MCALISTER RESIDENCE 6522 BOLLINGER ROAD MAGALIA, CA 95954 Phone: (530) 873-2665 APN #/: 056-340-021 ROOF LL: 60 ROOF DL: 10 I DRAWING NOTES/REVISIONS] 09/22/03 - SITE PLAN 10/07/03 - GARAGE PLAN 06/09/04 - REVISED PORCH PLANI DATE SCALE 09/22/03 1 " 14. RQ;. SHEET TITLE SITE PLAN I SHEET NUMBER I N.T.S. I S P --i-I 0- COMPOSITION SHINGLE ROOFING TYP. -- 711F" n S R SHFATHING TYP. APA RATED REDTRUSSES - 2 X 4 BLOCKING TYP. SECTION A I1/4" = V-0" I i � I I - -I i 9 RIGHT SIDE ELEVATION EXISTING HOUSE MIN. 3/8" A.P.A. RATED SMART PANEL APPLIED W/ 8D (0.113 X 2 3/8") NAILS @ 6" CC EDGES & 12" CC FIELD TYP. - 2 X 4 D.F. #2 STUD WALL FRAMING 16" O.C. TYP. f 3 G1 EXISTING HOUSE 3'-0" FIRST FLOOR PLAN __1 -ode, fy�a S\ 3'-0" CD A 462 SQ. FT. EXISTING HC FRONT ELEVATION — SIDING PER PLAN - 2 X 4D.F. #2 STUDS 16" O.C. TYP. NOTES: MIN -.'Mg ' "P.A., RATED} &HEATHING OR EQUIV. , aPPL�ED iN! EC 7•31!'')'iXiLS 6'6" CC'EDGES AND 12" CC FIELD O/'2`�, 4 D.F. k FRAMING 16" O'.C. MJN,:;518! 0li�"ML1ff"`U(1 d-BCIARD W1,6d COMERTJ 1�ILS 7" b.�.'BLOCK ALC'dE5 O/ 2 X 4 D.F.1=RAMING 16" O.C. CONTRACTOR TO VERIFY ALL MEASUREMENTS PRIOR TO CONSTRUCTION WINDOW LEGEND AR - ARCHED AW - AWNING B - BAY CS - CASEMENT OXO - DBL. HOR. SLIDER DH - DOUBLE HUNG EG -EGRESS F - FIXED GN - GARDEN XO - HORIZONTAL SLIDER OBS -OBSCURED SH - SINGLE HUNG TEMP - TEMPERED TRP - TRAPEZOIDAL DOOR LEGEND BF - BI -FOLD BP - BI -PASS FR -FRENCH FL - FULL LIGHT HL - HALF LIGHT PKT - POCKET SC - SELF CLOSING SL - SIDELIGHT SF - SINGLE FOLD SGD - SLIDING GLASS DOOR TR - TRANSOM LEFT SIDE ELEVATION 1:0-Q � W; MAI �rl ff I T u -- 2 X 4 P.T. SILL TYP. - 518"0 X 10" ANCHOR BOLTS W/5/8 B.P. 6'0.C. TYP. • .' zo z l :. ....,• I i ' - I 1' 0" TYPICAL GARAGE FOOTING r10 SCALE: N.T.S. FN3429 2 - 2 X 4 TOP PLATES 4 X 12 DF #1 OR BETTER - -- MINIMUM 3/8" A.P.A. RATED SHEATHING W/ 8d (0.113 X 2 318) NAILS @ 6" C.C. EDGES AND b 12" C.C. FIELD bo - DOUBLE STUDS @ CORNERS --- MIN. 112"0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT - HD2A HOLDOWNS W/ SSTB 16 ANCHOR BOLTS OR EQUIV. I-- 2 X 4 P.T. SILL WALLS BELOW TYP. ' ALTERNATE BRACED WALL PANEL 2 1/4" = V-0" G1 PREPARED BY pno 0 7M m% I mwu DESIGN GROVr .. . . . 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED IFOR SERENITY HOMES 2490 BRUCE RD., CHICIO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9452 PROJECT INFORMATION McALISTER RESIDENCE 6522 LOVELOCK ROAD MAGALIA, CA 95954 ROOF LL: 60 ROOF DL: 10 DRAWING NOTES/REVISIONS 09/22/03 - SITE PLAN 10/07/03 - GARAGE PLAN 4 X 12 HEADERS TYP. @ WINDOWS & MAIN DOOR 2- #4 HORIZONTAL �- ' EXISTING HOUSE %- IN SIMPSON SET EPDXY —_-- — -- - -- — — — -- t I GARAGE \\i . ).��.. •. , , ` ' �� •:1 FOUNDATION 5/8" GYP. BD. FIREWALL PER CODE - o! \\ I io l I i � CDf,I �• .::. BME COUN y o -�----------------- �....:�__�.:•',:••:.:..... :: qUILDING DEPARTME L 2- #4 HORIZONTAL 4P PH 0 VC s W/ 5" EMBED 1 II IN SIMPSON DATE SCALE RECEPT FOR SET EPDXY FOOTING TO � CONNECTION 09/22/03 11411 = 1'-0" 3 SHEET TITILE GARAGE DOOR I OPENER 0 4" CONCRETE SLAB W/ o iv o #3 @ 24" O.C. EACH WAY N i GARAGE I I\ 3068 r� 1 I 1 b -i � I I 3'-0" FIRST FLOOR PLAN __1 -ode, fy�a S\ 3'-0" CD A 462 SQ. FT. EXISTING HC FRONT ELEVATION — SIDING PER PLAN - 2 X 4D.F. #2 STUDS 16" O.C. TYP. NOTES: MIN -.'Mg ' "P.A., RATED} &HEATHING OR EQUIV. , aPPL�ED iN! EC 7•31!'')'iXiLS 6'6" CC'EDGES AND 12" CC FIELD O/'2`�, 4 D.F. k FRAMING 16" O'.C. MJN,:;518! 0li�"ML1ff"`U(1 d-BCIARD W1,6d COMERTJ 1�ILS 7" b.�.'BLOCK ALC'dE5 O/ 2 X 4 D.F.1=RAMING 16" O.C. CONTRACTOR TO VERIFY ALL MEASUREMENTS PRIOR TO CONSTRUCTION WINDOW LEGEND AR - ARCHED AW - AWNING B - BAY CS - CASEMENT OXO - DBL. HOR. SLIDER DH - DOUBLE HUNG EG -EGRESS F - FIXED GN - GARDEN XO - HORIZONTAL SLIDER OBS -OBSCURED SH - SINGLE HUNG TEMP - TEMPERED TRP - TRAPEZOIDAL DOOR LEGEND BF - BI -FOLD BP - BI -PASS FR -FRENCH FL - FULL LIGHT HL - HALF LIGHT PKT - POCKET SC - SELF CLOSING SL - SIDELIGHT SF - SINGLE FOLD SGD - SLIDING GLASS DOOR TR - TRANSOM LEFT SIDE ELEVATION 1:0-Q � W; MAI �rl ff I T u -- 2 X 4 P.T. SILL TYP. - 518"0 X 10" ANCHOR BOLTS W/5/8 B.P. 6'0.C. TYP. • .' zo z l :. ....,• I i ' - I 1' 0" TYPICAL GARAGE FOOTING r10 SCALE: N.T.S. FN3429 2 - 2 X 4 TOP PLATES 4 X 12 DF #1 OR BETTER - -- MINIMUM 3/8" A.P.A. RATED SHEATHING W/ 8d (0.113 X 2 318) NAILS @ 6" C.C. EDGES AND b 12" C.C. FIELD bo - DOUBLE STUDS @ CORNERS --- MIN. 112"0 X 10" ANCHOR BOLTS MIN. 7" EMBEDMENT - HD2A HOLDOWNS W/ SSTB 16 ANCHOR BOLTS OR EQUIV. I-- 2 X 4 P.T. SILL WALLS BELOW TYP. ' ALTERNATE BRACED WALL PANEL 2 1/4" = V-0" G1 PREPARED BY pno 0 7M m% I mwu DESIGN GROVr .. . . . 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED IFOR SERENITY HOMES 2490 BRUCE RD., CHICIO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9452 PROJECT INFORMATION McALISTER RESIDENCE 6522 LOVELOCK ROAD MAGALIA, CA 95954 ROOF LL: 60 ROOF DL: 10 DRAWING NOTES/REVISIONS 09/22/03 - SITE PLAN 10/07/03 - GARAGE PLAN 4 X 12 HEADERS TYP. @ WINDOWS & MAIN DOOR 2- #4 HORIZONTAL W/ 5" EMBED EXISTING HOUSE %- IN SIMPSON SET EPDXY —_-- FOUNDATION `- I GARAGE . ).��.. •. , , ` ' �� •:1 FOUNDATION �• .::. BME COUN y -�----------------- �....:�__�.:•',:••:.:..... :: qUILDING DEPARTME L 2- #4 HORIZONTAL 4P PH 0 VC s W/ 5" EMBED IN SIMPSON DATE SCALE SET EPDXY FOOTING TO FOOTING CONNECTION 09/22/03 11411 = 1'-0" 3 SHEET TITILE ^ T ww I JOKERS 32" O.C. TYP. SCALE: N.T.S. FN3430 G 1 GARAGE WALLS W/ 2X4 @ 16" O.C. TYP. PLAN WALLS W/ 2X6 @ 16" O.C. TYP. SHEET NUMBER `7] 6" BEARING WALLS n 04 f bl-q olU� U��y AP# CDF FIRE SAFE REQUIREMENTS ot�-A ets PERMIT NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must allow a vehicle leastted at and shall open to to stop without obstructing traffic on that roadway. IN 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than localI acre, �ementsiction shall page 3. for the same practical effect See other requirements 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, shall be completed prioet acompletionlof on and fuel modification road construction or final inspection of a building permit. Page 2 of 3 AN PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials ,z--0 Date Signature r Page 3of3 09/20/03 16.22 FAX 1 041 0.6 0vv� F UQUA- HOMES INC S ARLINGTON, TEXAS APPROVAL: HOMEOWNER1 MC ALLISTER RETAILER, TERTdYLE HOMES 8Y DATE, 9-29-03 8END,OREGON DIVISION CSR -1391 D--60 COLUMN SUPPORT REQUIREMENTS MODEL: 1391 D ROOF LIVE LOAD: 60 ROOF DEAD LOAD; 10 WIDTH: LENGTH: . 56 —0 30� 0 C) ao N � i DAl r I� #1 I E F, ce o m BE- zo 4#8 l I H I 6661 G L 010 i K J #9 P p #7 N x#51 M S #11 R,I ,I° � cp ao ?U Zo h Z; .i to a r M � I zo b I V) DOWNWARD III LOAD (Los) COL. DOWNWARD LARD ( � COL {� DOWNWARD LOAD (Las) .. 7 3593 1 7745 a 7523 2 7785 — 9 7449 3 OMITTED 10 1700 OMITTED 4' 5 1460 .. 6363 " 6 3706 DETERMINED BY DNIDING THE SOIL REMING G►PAC32010 LBS. E FOOTING OR 'F'AD SI EX, SOS BEARING CAPACITY 1500 PSF, DOWNWARD LOAD DOWNWARD LCIAD. 3200 LDS FOOTING SItE " 150 pyy MARRIAGE LJNE WALLS •■ TRANSFER LOADING INSTALL MIN. 4000L FOREFOOTING REQUIREMENTS SET PIERS 12 ON ENDS' SEE SETUP IAANUAL RlclIvld TImo-Soc.29.— 4;45PM 09/29103 16-22 FAI ling N pr 71 Received Time SoP.29, 4:45PM flnve — qG I ° -11ay =115 03 02: 31 p 1. Owner's Nunes -rOrv, L.A L SST -�►— 2. Assessor's Parcel Number- S b — 3 L/O — 0a- 3. Installer's Name: r-4tr1� 4. Is the site currently under permit? Yes[ ] No[}(] Permit_No. 5. Is the site an existing site? Yes] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobile.home7_2-00 Amperes. 7. What is the mobilehome site circuit breaker rating? a" -O 19 Amperes. E. What is the electrical rating of the mobilehome site? al -0 D 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 electric load to be served by the mobilehome site . electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- �T- Amperes-� b) The main service: Load- Amperes- 11. Type of gas service at mobilehome site: Natural[ ] PropaneX] None[ j 12. Size of as pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?,5-0 (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 than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION '10; .bli'�1+,G �)E-PARTNIES 4 P P R 0 V F7 May 1995 8.5 p. z May '135 03 02:32p Mob ilehome Manufacturer:r P U QyA Manufacture Year: Oen If other than single wide, furnish Se&p Model Number: . 13'1 Width: 3SL b''(ft.) Length: 56� (ft.) Tagalong or Expando Size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[x] Other: SUPPORTS: Concrete block(j Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SiNCL6 WIDL� MULTI-wmi; Line i Line 1 Line 2 Line 2 .................................... Main Decant ............................................................................................... ine 2 Lime 2 Line 1 Lina 3 Line 2 ................................................................................................ Main Deans Line 2 ............................................................................................ Line 1 ............................................... ---Une 3 Tag of Triple ine 4 • ine �4-,- Lo.,.�LLine 1 Openings Line 1 Piers:rl> Size minimum: x Size minimum: x [ J Spacing maximum: Each side of openings From ends -maximum: with width over: openings. ............. Line 2 Piers: Size minimum: 3b x 3D Spacing maximum: 6 ` From ends -maximum: o ` Line 3 Roof Loads: Size minimum la y� � y 30 2- Location (from front): 7 _aII 13' -$'l a Line 5 Roof Loads: Size minimum: Location (from front): Line 4 Piers: Size minimum: 36 J x 30 Spacing maximum: b ` From ends -maximum: x3a 3630; Z�30 3�x3v 36� APPR0,V 3.4 May 1995 _ r n . nnnii le . 3 Ul--4 4J-, . r--- I-._._.- UPT. HATH OPT. ----tea----rte 5?0 f�-q( Co (o y, /2, 3 = 3%3. 3�0 8 30.-9 2- 2 -3 -23 mAy, BUTTE COUNT -i 'lUILDING DEPARTME APPRC. V 4 Building Permit Number: d `(— 0'q5 - Owner qSOwner Name: M CM i Skye' fk4 11 Prr Residential Construction Re uiremcnts 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 one foo foot thsh floor, e elevation H.V.A.C. equipment and services shall be 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: onal anchor bolts. 1. Building is anchored to cocm`ll t be cret�one foot or more aboveall. system with tlthe 100 -year flood 2. Building plate on top of st 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. Page 2of 2 Building Permit Number: Owner None: M 0-A-1 I Sk rIP,( r I t, r Parcel lies within the State Responsibility Area. (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. 01 The following parcel map requirements shall be met: All structures d equipment including overhangs shall be clear of all easements. A setback of feet from the side and -*D 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. t Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Fy-CUl C(4p LT &Y -L, �-p o-tk � ELECTRICAL, ME= � I M!CAL, AND PLUI► CONSTRUC NOT PUM CHECKE, OFLY WITH CURRENT EDITIPN NEC,NECUMC AND UPC. LOT 21 2.457 ACRES APN# 0669-340-021 -OTE, the attached - .:.°.r:�i;i1�. wl..�a'Onsfiruc�I�an ' Rages BUTTE C0QNV-y RUILDING DEPARTME ---A--p-p 01 V j LINE SCHEDULE PLANNING DIMSION BUIll r" "" Pl �N PUNNING Date. L IW r 7L' poddng:--� Laidscoping: o"r Sign"�l: REVIEWED BY BUTTE CC. FIRE DEPT. CALIF. CIEPT. of F07RESTRY approved as submitted �p Lip7coved with Bond tions att> o e -4 I Sigriat ire Date ALL SSTRUCTURIFS AND EQUIV,�!ENT IN.,r-,.WDlNG OVERHAiNGSSNALL BE CLEAR 0)F;,*LLL E-€,ZEMENTS. A S;-:'- CF FT. Apxlb THE Y' !J�Q�E:S, AZ,.D RG — I C', ! BE CLE' A" '3T RUCTURES Av-'D EQUIlPMffiNT EXCEP-, r COR A 42 FT. EAVE VICINITY MAP N.T.S. 93moll-ma $194"a"M *nraqL— C2rf*4*ff=M amm WNW,otoll, 1 - 111NOTAR."PAIMMY M ff som ofthm wow. SERENITY HOMES *111100111.1MIN.CHCO.CA1t 1 PWX 08)""40 MX P1105001ft MCAUSTER RESIDENCE NOLWAL111411KNOM U%GMK CA JIM ltowl.Uft RW VL swum PLAN 111100=111EPLAN 1 0942M MT.& I SITE PLAN SP NOTES: BUILDING PERIMETER. 3. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR CONCRETE: WOOD: TYPE 1 (LONGITUDINAL) 2 2 x 6 P.T.D.F. MUDSILL &4\ SUPPORT (REQUIREMENTS AT THE MARRIAGE LINE. CODES: 2001 SOILS GRADE 40. WOOD PRESERVES BUREAU. ' SHEARWALL SCHEDULE: DISCONTINUOUS -- - 3 CALIFORNIA BUILDING CODE 1. ALL FOOTINGS SHALL BEAR ON ORIGINAL, FIRM, 1. CONCRETE SHALL BE A MINIMUM OF 5 SACK MIX 1. ALL STRUCTURAL WOOD SHALL CONFORM WIT + 8d COMMON OR 0.131 X P -NAILS LAN -FINISH SIDING FOOTING = 2'-6"X 4'-0" MANUFACTURED HOME'S MARRIAGE LINE AND STEEL LOADS: ROOF LIVE UNDISTURBED AND NON -EXPANSIVE SOIL. IF WITH A MINIMUM F'C = 2500 PSI. DESIGN MIX SHALL THE FOLLOWING SPECIFICATIONS: DOUGLAS SHEET NUMBER THE ENTIRE PERIMETER OF THE /^ P.T. PAD " "I" BEAM UNDERCARRIAGE. PERIMETER STEM WALL y.- (E) NAILS LOAD (SNOW) 60 PSF EXPANSIVE SOILS ARE ENCOUNTERED DURING BE VERIFIED PRIOR TO DELIVERY ON THE JOB SITE. FIR -COAST REGION - WCLIB GRADIN RULES, DF 2 x 6 P.T.D.F SILL ALL AROUND MANUFACTURED HOME SHALL BE T IS PRIMARY PATH FOR LATERAL FORCE (SHEAR) - SOILS: NO SOILS CONSTRUCTION, CONTACT THE ENGINEER FOR 2. ALL CONCRETE WORK SHALL CONFORM WITH ACI #2/BTR U.N.O. PLYWOOD - U.S. PRODUCT STANDA VENT OPENING SECURE WITH 2 - 16d GALV. CONSTRUCTED AS A SHEARWALL AND USE. , ` NOTE: CONNECTIVITY. SOME VERTICAL LOADS WILL BE - "Z" BAR FLASHING REPORT. BASED ON 1000 PSF FURTHER GUIDANCE. 318-02. P.S. 1 -83 FOR SOFTWOOD PLYWOOD. STRUCT 11 SPECIFIC INFORMATION ABOUT RECOMMENDED THE FOLLOWING CONSTRUCTION METHOD' . CARRIED BY THE PERIMETER STEM WALL, HOWEVER, OR 18 INCHES MINIMUM. 2. THE SITE SHALL BE STRIPPED OF ALL ORGANIC OR 3. ALL EMBEDDED ITEMS, REINFORCING, BOLTS, CDX U.N.O. I ANNOTATED HERE AND SHOWN IN THE FOUNDATION: 7. REBAR HOOKS SHALL BE STANDARD HOOKS PER UNDULATIONS IN THE ROOF/FLOOR SYSTEMS OR 1/2" O.S.B. STRUCTURAL GENERAL DELITERIOUS MATERIAL WITHIN 4 FEET OF THE DOWELS, SLEEVES SHALL BE PLACE AND SECURED 2. ALL WOOD IN THE CONSTRUCTION OF THIS t; DETAILS ON PAGE 2. CBC. 8. FORMS. REMOVE ALL DEBRIS FROM THE FORMS OTHER FINISHES. + 2X6 P.T.D.F SILL 4. SILL SHALL HAVE SUPPLEMENTAL PRESERVATIVE _____ 2. DESIGN AND SUBSEQUENT INSTALLATION SHALL MINIMUM REQUIREMENTS NOTED IN CHAPTER 18 OF PRIOR TO CONCRETE PLACEMENT FOUNDATION SHALL BE PRESSURE TREATER BE IN ACCORDANCE WITH THE FUQUA HOMES THE CALIFORNIA BUILDING CODE. ALLOWABLE 9. CONSOLIDATE CONCRETE PLACE IN FORMS BY OVER VAPOR BARRIER 1. FOUNDATION SYSTEM INCLUDES POST AND BUILDING PERIMETER. 3. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR 4. ALL REINFORCING STEEL SHALL BE #4 MINIMUM DOUGLAS FIR AND MARKED BY THE AMERICAN TYPE 1 (LONGITUDINAL) 2 2 x 6 P.T.D.F. MUDSILL &4\ SUPPORT (REQUIREMENTS AT THE MARRIAGE LINE. MASONRY UNIT BLOCK SUPPORTS FOR VERTICAL VERIFYING THE ADEQUACY OF THE EXISTING SOILS GRADE 40. WOOD PRESERVES BUREAU. F�4 + 15/32 CDX OR 1/2" OSB \, FLOOR DISCONTINUOUS -- - 3 LIVE AND DEAD LOADING ALONG THE CONDITIONS. WHERE APPLICABLE, THE 5. REINFORCING STEEL SHALL BE FABRICATED IN 3. STRUCTURAL PANEL SHEATHING SHALL BE + 8d COMMON OR 0.131 X P -NAILS LAN -FINISH SIDING FOOTING = 2'-6"X 4'-0" MANUFACTURED HOME'S MARRIAGE LINE AND STEEL CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR ACCORDANCE WITH THE "MANUAL OF STANDARD TAPPED, CUT, NOTCHED TO ACCOMODATE THE „i + 4" O.C. EDGE NAILING (E. N.) SHEET NUMBER ACROSS TOP OF VENT /^ P.T. PAD " "I" BEAM UNDERCARRIAGE. PERIMETER STEM WALL ACQUIRING THE SERVICES OF A SOILS TESTING PRACTICE FOR REINFORCED CONCRETE FRAMING HARDWARD AS REQUIRED FOR A FLUSH ! + 12" O.C. FIELD NAILING (F. N.) 2 x 6 P.T.D.F SILL ALL AROUND Mp T IS PRIMARY PATH FOR LATERAL FORCE (SHEAR) PROFESSIONAL TO ASSURE COMPLIANCE WITH THE CONSTRUCTIONS". FIT AND SHAETHING TO BE FLAT AND BEAR ON THE + 2 X BLOCKING @ PANEL EDGES VENT OPENING SECURE WITH 2 - 16d GALV. NOTE: CONNECTIVITY. SOME VERTICAL LOADS WILL BE ABOVE. LARGE AGGREGATE MATERIAL. 6. ALL LAP SPLICES SHALL BE 50 BAR DIAMETERS SUPPORT MEMBERS. THIS REQUIREMENT IS + WALLS: 1-2, 3-4 REQ. 1/2" J BOLT SPECIFIC INFORMATION ABOUT RECOMMENDED . CARRIED BY THE PERIMETER STEM WALL, HOWEVER, OR 18 INCHES MINIMUM. PROVIDED SO THAT THERE ARE NO UNACCEPTABLE W/ 5" EMBED @ 6' O.C. AND WITHIN 2x WEDGE @ 4" O.C. EMBEDDED INTO CONCRETE I THE INTERIOR SUPPORTS ARE DESIGNED IN FOUNDATION: 7. REBAR HOOKS SHALL BE STANDARD HOOKS PER UNDULATIONS IN THE ROOF/FLOOR SYSTEMS OR ,12" OF MEMBER END. ACCORDANCE WITH THE MANUFACTURER'S LOADING TABLES AND INSTALLATION MANUAL. 1. FOUNDATION DESIGN IS BASED UPON THE CBC. 8. FORMS. REMOVE ALL DEBRIS FROM THE FORMS OTHER FINISHES. + 2X6 P.T.D.F SILL 4. SILL SHALL HAVE SUPPLEMENTAL PRESERVATIVE 2. DESIGN AND SUBSEQUENT INSTALLATION SHALL MINIMUM REQUIREMENTS NOTED IN CHAPTER 18 OF BEFORE CASTING ANY CONCRETE. TREATMENTAT ALL CUTS, NOTCHES AND HOLES, ALL TYPE II (TRANSVERSE) BE IN ACCORDANCE WITH THE FUQUA HOMES THE CALIFORNIA BUILDING CODE. ALLOWABLE 9. CONSOLIDATE CONCRETE PLACE IN FORMS BY CUTES IN SILL PLATES GREATER THAN 1/3 OF THE --:+ 15/32 CDX OR 1/2" OSB INSTALLATION MANUAL. THE CONTRACTOR/OWNER BEARING PRESSURE IS ASSUMED TO BE 1000 PSF MECHANICAL VIBRATING EQUIPMENT, HAND REQUIRED PLATE WIDTH SHALL BE PROVIDEED WITH 3 + 8d COMMON OR 0.131 X P -NAILS NOTE: IS RESPONSIBLE TO FOLLOW PROPER SET UP FOR ALL FOOTINGS. TAMPING. TOOLS SHALL BE USED IN ACCORDANCE ADDITIONAL SILL BOLTS AS REQUIRED FOR SILL + 4" O.C. EDGE NAILING (E. N.) PROCEDURES. 2. THE ELEVATIONS SHOWN TO THE BOTTOM OF THE WITH ACI SUCH THAT DOES NOT CAUSE SEPARATION BREAKS. + 12" O.C. FIELD NAILING (F. N.) 1) SEE TYPICAL FOUNDATION LAYOUT SHEET FOR 3. THIS PLAN SET IS LIMITED TO STRUCTURAL FOOTING ARE MINIMUM DEPTHS. OF SMALL FROM 5. CONNECTOR HARDWARE MODEL NUMBERS ARE + 2 X BLOCKING @ PANEL EDGES SPECIFIC INFORMATION ABOUT RECOMMENDED FOUNDATION WORK ONLY. NO REPRESENTATION 3. THE BOTTOM OF FOOTINGS SHALL BE LEVEL. THOSE FOR THE SIMPSON STRONG -TIE COMPANY. + WALLS: A -B, C -D REQ. 1/2"J BOLT FOUNDATION. HAS BEEN MADE FOR THE STRUCTURAL DESIGN OF CHANGES IN ELEVATION SHALL BE DONE USING THE ALL FASTENERS SHALL BE FULLY NAILED OR BOLTED ':W/ 6" EMBED @ 30" O.C. AND WITHIN THE MANUFACTURED HOME. TYPICAL FOUNDATION STEP. WITH TEH TYPE AND FASTENERSUSED SHALL t2" OF MEMBER END. `+ TYP. SECTION AT VENT 4. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH 4. GRADING AROUND THE HOME SHALL BE SUCH RESULT IN THE HIGHEST LOAD CARRYING CAPACITY 2X6 P.T.D.F SILL THE FUQUA DRAWING SET FOR BUILDING MODEL NO. THAT SURFACE WATER FLOWS AWAY FROM THE PUBLISHED BY THE MANUFACTURER UNLESS '` - - - -- SCALE: N.T.S. 1411 D WITH A 30 PSF ROOF LIVE LOAD. ANY FOUNDATION. OTHERWISE NOTED. EQUAL CONNECTOR (NAILING: DISCREPANCIES SHALL BE BROUGHT TO THE HARDWARE MAY BE ALLOWED ONLY IF THE EQUAL ATTENTION OF THE ENGINEER AND RESOLVED PRIOR MANUFACTURER HAS HARDWARE OF EQUAL OR 1. ALL NAILS FOR STRUCTURAL WORK SHALL TO PROCEEDING WITH ANY WORK. GREATER LOAD CARRYING CAPACITY THAN THE BE FULL HEAD COMMON WIRE NAILS DRAWINGS. SPECIFIED NAIL DIAMETER. °CONFORMING TO THE FOLLOWING MINIMUM k 5. CONTRACTOR SHALL COMPLY WITH OSHA SAFETY SIZES: ORDERS AS THEY PERTAIN TO THIS STRUCTURE. 8d 0.131" dia x 2-1/2" CONTRACTOR SHALL ADEQUATELY SHORE, BRACE AND SUPPORT THE MANUFACTURERED BUILDING r 10d 0.148" dia x 1 - 5/8" PENETRATION WHILE THE BUILDING IS BEING TRANSPORTED,PLUS THICKNESS OF SHEAR PLATE ASSEMBLED AND FINALLY CONSTRUCTED. BUILDING ;; 10d 0.148" dia x 3" 16d 0.162" dia 3-1/2" SYSTEM SHALL NOT BE CONSIDERED x STRUCTURALLY ADEQUATE UNTIL ALL SUPPORTS "'� 2. ALL NAILS SHALL BE HOT DIPPED GALZANIZED. AND SHEAR CONNECTIONS ARE MADE IN ACCORDANCE WITH THESE DRAWINGS. 3. HOLES SHALL BE SUBDRILLED WHERE 6. WHERE NO SPECIFIC DETAIL IS SHOWN, THE 4 NECESSARY TO PREVEN SPLITTING. " CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO . SUBDRILLED HOLES SHALL BE DRILLED TO, 75 THAT INDICATED FOR LIKE CASES FOR CONSTRION PERCENT OF NAIL DIA. ON THIS PROJECT. SHOULD THERE BE ANY ., w.r * �•;, ~ QUESTION, CONTACT THE ENGINEER PRIOR TO k $M w -H wM��..• PROCEEDING. 7. DRAWING SCALES ARE APPROXIMATE AS SHOWN. DIMENSIONS TAKE PRECEDENCE. CONTACT THE ENGINEER IF IN QUESTION. 8. CENTER FOOTINGS UNDER WAQLLS OR COLUMNS TYPICAL UNLESS OTHERWISE INDICATED ON THE 2'-0" 6-0" - - MAX I MAX TYP. I i CENTER LINE TYP. "I" BEAM --- 56'-0" 31'-2" "A" SCTN 20'-0" CENTER LINE TYP. "I" BEAM - - 5 � CENTER LINE TYP. "I" BEAM 13'-4" "B" SCTN 24'-7" _ 1 CENTER LINE TYP. "I" BEAM T-2" ' h - mop7 _ ❑I❑ pp 5 MARRIAGE LINE loTol1 2 00 0 3 SINE TYP. "I" BEAM ----- CRAWL SPACE PROTECT SAME AS VENTS FOUNDATION PLAN "C" SCTN CENTER LINE TYP. "I" BEAM ---' 1 � 2 FP FP 3 I GARAGE LOCATION _ 20'-4" ELECT 24'-a" M -a" WALTER WASTE CV b b (E) -NAILS REMOVE (E) BOTTOM TRIM AS REQD. TO INSTALL 26 GA "Z" BAR FLASHING EXTEND UNDER AND OVER SIDING AS SHOWN 8d COMMON OR BOX @ 4" O.C. ALONG EDGES & @ 12" O.C. IN THE FIELD (MAIN SHEAR XFER FROM FLOOR JOIST TO MUD SILL) `1/2" OSB STRUCTURAL PANEL 1/2" J -BOLT PER SHEARWALL SCHEDULE -MIN. 6" EMBED. W/ 2X2 SQUARE SILL PLATE WASHER. 1 --- - -- -- - - -----a NOTE:: 1) SEE: TYPICAL FOUNDATION LAYOUT SHEET FOR SPECIFIC INFORMATION ABOUT RECOMMENDED FOUNIDATION. TYP. SHEAR DETAIL -- - SCALE: NI.T.S. 2 } FP F P / 2 2x WEDGE &4\ SUPPORT (REQUIREMENTS AT THE MARRIAGE LINE. Y BLOCKING `. CHASSIS I BEAM - 3) REFER TO SETUP MANUAL FOR SOIL LOADING & "B" SCTN 24'-7" _ 1 CENTER LINE TYP. "I" BEAM T-2" ' h - mop7 _ ❑I❑ pp 5 MARRIAGE LINE loTol1 2 00 0 3 SINE TYP. "I" BEAM ----- CRAWL SPACE PROTECT SAME AS VENTS FOUNDATION PLAN "C" SCTN CENTER LINE TYP. "I" BEAM ---' 1 � 2 FP FP 3 I GARAGE LOCATION _ 20'-4" ELECT 24'-a" M -a" WALTER WASTE CV b b (E) -NAILS REMOVE (E) BOTTOM TRIM AS REQD. TO INSTALL 26 GA "Z" BAR FLASHING EXTEND UNDER AND OVER SIDING AS SHOWN 8d COMMON OR BOX @ 4" O.C. ALONG EDGES & @ 12" O.C. IN THE FIELD (MAIN SHEAR XFER FROM FLOOR JOIST TO MUD SILL) `1/2" OSB STRUCTURAL PANEL 1/2" J -BOLT PER SHEARWALL SCHEDULE -MIN. 6" EMBED. W/ 2X2 SQUARE SILL PLATE WASHER. 1 --- - -- -- - - -----a NOTE:: 1) SEE: TYPICAL FOUNDATION LAYOUT SHEET FOR SPECIFIC INFORMATION ABOUT RECOMMENDED FOUNIDATION. TYP. SHEAR DETAIL -- - SCALE: NI.T.S. 2 } FP F P / 2 2x WEDGE SUPPORT (REQUIREMENTS AT THE MARRIAGE LINE. Y BLOCKING `. CHASSIS I BEAM - 3) REFER TO SETUP MANUAL FOR SOIL LOADING & \, FLOOR FOUNDATION - 3 SEE DETAIL #4 LAN -FINISH SIDING FOOTING = 2'-6"X 4'-0" OR TRIM Q SEE DETAIL #f4 2"x8"x16" SHEET NUMBER MOISTURE FROM COLLECTING UNDER THE HOME. /^ P.T. PAD " FOOTING L = T -0"X 4'-6" 8"x8"x16" i 5 DETAIL #4 CMU BLOCK 2"x12"x 36" FP DUE TO HARRIAGE LINE EXPANSION. THIS DOESN'T P.T. PAD ' J 6" BASE ROCK -' 6" x 14" VENT NOTE: 1) SEE TYPICAL FOUNDATION LAYOUT SHEET FOR SPECIFIC INFORMATION ABOUT RECOMMENDED FOUNDALTION. 2x WEDGE fo p M N e N co N N tV PREPARED BY slFm[RR& DESIGN GRoum 530-899-2945 530-899-0688 FAX sdg@sierradesigngroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 ENGINEER STAIMP BLOCKING CHASSIS I BEAM CONTINUOUS 3/8" PLY 4 FLOOR RIM TO MUDSILL. PROJECT INFORMATION FLOOR SEE NOTE 1 MCALISTER i7\ FOR ADDITIONAL INFO. RESIDENCE 2"x8"x16" j P.T. PAD 8"x8"x16" CMU BLOCK - ! (2x) 2"x12"x 30 6522 LOVELOCK ROAD P.T. PAD MAGALIA, CA 95954 -FINISH SIDING al-° OR TRIM Nll ,k I 6« BASE ROCK o ROOF LL: 60 ROOF DL: 10 STANDARD INTERIOR SUPPORT DETAILS 3 SCALE: tN.T.S. FN2423 P F I- 4"x6"x16" SUPPORTS AT MARRIAGE LINE. SOUTHERNPINE OR HEM -FIR. -MIN. 3/4" THICK PIER CAP 1 _ HEM -FIR OR SOUTHERN PINE J MIN. 2" SOLID CONCRETE CAP BLOCK I VI MAX. X11 i HOLLOW -CORE CONCRETE BLOCK W/ CELLS VERTICAL. FILL ALL CELLS 4 ,� �;�' ON BOTTOM COURSE WITH GROUT IF i -''i PIER LOAD EXCEEDS 8000 LBS. FOOTING ,j L= PER PLAN NOTE: 1) WHEI`4 PEIR LOAD EXCEEDS 8(D0 LBS. DOUBLE STACK CONCRETE BLOCKS AS SHOWN. 2) FOR FPEIR LOADS UNDER 8000LBS. SINGLE STACK CONCRETE BLOCKS ONLY. MARRIAGE LINE SUPPORT DETAIL SCALE: N.T.S. DRAWING NOTES/REVISIONS 09/22/03 - SITE PLAN 10/07/03 - GARAGE PLAN 4 BUTTE COUNT FN ,_- FP AULD1NG DEPARTMENT NOTES: DATE SCALE 1) SEE TYPICAL FOUNDATION LAYOUT SHEET STATIC O9/22/O3 1 /4" = 1'-O" FOOTING L = 2'-0"X�''9" � APPROVED NO. 59-11F FOR SPECIFIC INFORMATIONSEE DETAIL #4 SHEET TITLE ABOUT RECOMMENDED FOUNDATION J 0 2) SEE COLUMN SUPPORT REQUIREMENT SHEET FOR 2 FOOTING L = 2'-0"X T-3" SUPPORT (REQUIREMENTS AT THE MARRIAGE LINE. Y SEE DETAIL #4 3) REFER TO SETUP MANUAL FOR SOIL LOADING & FOOTING L = 2'-6"X 3'-9" FOUNDATION PAD SIZE INFORMATION. 3 SEE DETAIL #4 LAN 4) PERIMETER OR BASEMENT FOUNDATION WALLSP FOOTING = 2'-6"X 4'-0" MUST GO AROUND PORCH AREA TO PREVENT Q SEE DETAIL #f4 SHEET NUMBER MOISTURE FROM COLLECTING UNDER THE HOME. (SEE SETUP INFORMATION FOR DETAILS.)SEE FOOTING L = T -0"X 4'-6" 5) THE OVERALL WIDTH IS FOR THE FOUNDATION 5 DETAIL #4 ONLY. THE HOME WILL GROW BY AS MUCH AS 2"t, FP DUE TO HARRIAGE LINE EXPANSION. THIS DOESN'T INCLUDE SIDING AND TRIM. 6" x 14" VENT J 0