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HomeMy WebLinkAbout030-500-027$� T Ik ' •� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM +c (One form per Building) School District Building Department No. /� to • J / A.P. Number Jurisdiction: City ©County Property Owner Property Location Subdivision Lot No. ................................................................................ :.. Residential Development ` Q Q Q I' q (Footage `. I � S F No of Living Mobile Home 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) Commercial/Industrial 0 New Addition Building Department Representative istrict Identification No. 060181 1 K.YJVI (t �"Il School District certifies that L Sq. Footage (Including Exterior Roofed Areas) a a� C -41"o Date A. 711 (Ap licant) 0 (St �'`t k dress)) I (Phone Number) ll —1X V,iK: � 9ma�-- has complied with the requirements of Resolution No. j?� 3 square feet. 1 vim.- S School District Representative (State) /0!�-'5a (Zip Code) by payment of $ 2w) • 40 JrB 2926 ��, d7l''�LL MITIGATION = ����/�V Date ` Paid by Check # - Remarks: ' Notfcs: You may protest the Imposition of the fees Identified above by submttdng a written protest to the District, In compliance with Govemment Cods Section 66020(a), within 90 days from the date fess are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environawntel Quailty Act (CEQA), this project may be subject to additional school fees to fully mltlgate its Impact on the school districrs schools. White (school district), Yellow (building department), Pink (applicant) feeform.xta (3105Wnm BUTTE COUNTY DEVELOPMENT FEE -CERTIFICATION FORM Rl FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM. RECREATION AND PARK`DISTRICT (DRPD) Assessor Parcel Number Building Permit Number Property Owner (s) G. Project Location /Address Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development. Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling . Mobile home Mobile home replacement verified by Assessor Department . Demo, Permit (date issued ) verified by Building Department Comments: Building Departmentr sentative Date. ❑ FRRPD p CARD . ❑ PRPD ❑ DRPD certifies that: Applicant Name Phone Number Q,4) Ts�ce Rd C -6h ca O G:, Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No by Payment of: Dwelling Units @ $ per unit for a total of $. Square Feet @ $. per sq foot for a total of Remarks: Paid by Check No: - ,� � . Paid by Cash: Receipt-No:. gj- -.Recreation and Park District Representative. Dase BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONO: OROVILLE: (530) 5384636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7.541 - A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **P LEASE PRINT CLEARLY* ARCHITECT/ENGINEER Name I. e_ Q.rl) Address City,,, State" Phone l IQ) Fax cel ) us - E -mail I State License Number APPLICANT SIGNATURE X Tf For office use only: OWNER INFORMATION Last Name Flood Zone F I Name Address O City G i , Occ.'kt State C Zip 9s Phone qZ47 S�N Fax 9 sq E-mail Phone ARCHITECT/ENGINEER Name I. e_ Q.rl) Address City,,, State" Phone l IQ) Fax cel ) us - E -mail I State License Number APPLICANT SIGNATURE X Tf For office use only: CONTRACTOR Name Flood Zone Property Address 6 r SRA Address 41 Occ.'kt � Rc� City Book State Zip C, S c Phone 9 y O Fax JSG� 0 qqu E-mail Lic. # Class LENDING AGENCY Name G ARCHITECT/ENGINEER Name I. e_ Q.rl) Address City,,, State" Phone l IQ) Fax cel ) us - E -mail I State License Number APPLICANT SIGNATURE X Tf For office use only: Zoning AP# DRi -Soo Flood Zone Property Address 6 r SRA Yes Cross Street Occ.'kt Type'Const Subdivision Name Map Book I Page Lot # . - Planner Date Approved: UVr-K rUK SUt:$IV11I IAL KEWIREMENTS PERMIT �N- OO. O CV f O� BP BILI # Description or Scope of LWork: 1 �r^Kn Cif carAr.P . I,.j 144 Cn 4a �).-i� Sq FT= Living // ' crag Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In prder to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by -the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: ` Amount 2 1 q_ q�rBldg SRA . Receipt #: Sheriff SMTP Date: /� Other 3 - `N Total PROJECT LOCATION AP# DRi -Soo -Ca7 Property Address 6 r es lA-Ne City a u,� Cross Street ►Ot WORKER'S COMPENSATION Policy Number Carrier If hiring anyone bther than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of LWork: 1 �r^Kn Cif carAr.P . I,.j 144 Cn 4a �).-i� Sq FT= Living // ' crag Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In prder to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by -the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: ` Amount 2 1 q_ q�rBldg SRA . Receipt #: Sheriff SMTP Date: /� Other 3 - `N Total BUTTE COUNTY ' DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE tl: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X For office use only: OWNER Last Namp l Address V irst Nage City O ` cl C _ �l StatrG Zip Phone Zip Fax E-mail O APPLICANT SIGNATURE X For office use only: CONTRACTOR Name I Yes Address �l City Lrua, Pd City Zip State Zip O E-mail Fax S6� State License Number Phones Fax E-mail Class Lic. #ar 6 47 APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name I Yes Address �l City a , 19 Ge State Zip Phone Zip Fax E-mail Fax S6� State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name_ I Yes No �l Address a , 19 Ge City cjl�_ Page StateC Zip Phone Fax S6� E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA I Yes No Occ. Type -Co nst. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 0 BIN # LOCATION ATT Property Address 6 City Or Cross Str�eeett WORKER'S COMPENSATION Policy Number aL 7A- O WZJ q Carrier -n If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: Sq. Footage A ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon, written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b,K,6. Receipt #:I l 5�2G� Date:7'n`o� Amount: Bldg SRA Sheriff SMIP Other *:��'' Total REV 2-24-05 f, Assessor's Parcel Number. ®® C) ®® Scale:' 1° Owner Name k.J s` l < 0 e r °. ° Address /.Phone No. A 434 s 9 Site Location ° UUN� Con#act -Name C i i-) ;.Phone Assessor's Parcel Number. ®® C) ®® Scale:' 1° Owner Name k.J s` l < 0 e r °. ° Address /.Phone No. A 434 s 9 Site Location ° UUN� Con#act -Name C i i-) ;.Phone • • 1 X . . x OTHERS _ . , AT MARRIAGE LINE. 1 1 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. P 9 Y PP P 9 9 9 FAMILY RESIDENCE BASED ONTHEWbld SPACING PER TABLE II 6 7 Structural members shall n of be cut for pipes, etc. unless specifically noted or detailed. PP P Y 1 o SOUTHERN PINE R ' SOU O Streamline is not the Engineer of Record for the project. The Builder is responsible for coordinating with 9 P 1 P 9 2 2. „ LV.'O.C. EDGES 8d GA 6 O OF BUILDING WT = 41 PSF _ HEM FIR. o that trades and scheduling inspections. All work is subject to Budden Department fieldinspector's a rovaL 9- P Je 9 PPP w 5. BASE ROCK WITH OPTIONAL 6-10 All nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be Q 6 MIL VISQUEEN. BUILDER 1-2 The Builder shall verify"all dimensions' details and job site conditions prior to commencing work and J P 9 7 > 3 ` P TE 2X4TO PLATE DID .I • notify the Engineer in writing ' of an discrepancies. before purchasing materials or scheduling labor. Y 9 9 Y P P 9 9 z 6. 2 .,q00 2. MIN. /4 THI K PIER AP 3 C C 11 construction and methods shall be in strict conformance with thea applicable provisions of the 2001 CBC 1 3 A c tr PP P , 7 000 4 SINKER 12 O.C. 1 dSN 6 PER DETAIL - HEM FIR OR SOUTHERN the latest edition of the UMC UPC nd applicable Municipal, State .and Federal regulations and h NEC,, PP P 9 36 PER DETAIL HEIGHT OF BLDfGHbld = 9 FT, ( 9) 36 PINE. including OSHA safety standards. The Budder shall provide all measures necessary to protect people and r rconstruction. ` ro e t du in 10 f a00 5. 3/8CDX ORE UAL WITH DETAIL A 111Q0036" P P Y 93' •2 1-4 The Engineer is responsible for the foundation design only. ..Should an changes be made from the design 9 P 9 Y Y 9 9 44" 4 R /16 HARDI 8d 6 /1 O 5 @ 3 n MIN. 2 OLID CONCRETE S C C • s asspecified n t i hese drawings without written approval from the Engineer, then the Engineer will assume 9 PP 9 9 13,000 36" : WITH HOT PANEL (DING W 8d O P S PER DETAIL` CAP BLOCK. no responsibility for any element of the >structure. P Y Y 5AdditionalPIons (site drainage,ina9e home 1 0 w DIPPED IPPED GALVANIZED NAILS INSTALLTALL PER MFG. 1 4. HOLLOW -CORE CONCRETE n mechanical,seas mf9 etc.) roof plumbing, and ventilation, 5 6/12 REVISIONS - by others, unless otherwise noted or indicated on the drawings. rn - RECOMMENDATIONS 2 BLOCK w/ CELLS VERTICAL1 1-6 The Builder is responsible for preventing 'water infiltration into the building through the roof, walls or floor. P P 9 9 9 I 6 '- 1 7 The contractor or owner shall determine if the structure is in a flood Iain & notify the engineer in P Y 9 6. 4 PONY WALL WITH 2 X O a 5 _ FOR H LE THAN 4 O SS 8 writing if it is. The foundation is not designed to resist the effects of flooding. 9 9 X 7 „ STUDS 16 O C @ • • NO GROUT REQUIRED - ;z Q ,1 8 Building design criteria i.e.'snow load wind s eed ex osure seismic zone etc. .�s determined b others. 9 9 � P / P ) Y - 4. 5 M. It is not the responsibility of Streamline Engineering to verify the accuracy of he design criteria. � 8d 6"/12" INTO 2 X H r 7. P Y 9 9 Y Y 9 @ a 4 > _ FORM] ORE UAL TO 48 _' Q 8 N TREATED SILL 1 9 The contractor. shall not obtain finished dimensions b scaling from the Ions. colas shown are for PRESSURE T Y 9 P S o reference only. . (D r7 • - -UNDISTURBED SOIL FILL ONE PAIR OF OPPOSITE 1-10 Desi n and installation shall be in accordance with the Fuqua Homes installation manual The budder shall - - - - 8 s 9 Q - - - D ,; CORNER CELLS AS SHOWN. ' `. III .. . n. nl}. be responsible .for following proper set-up procedures. II P 9 P P P P - R B LT I 1/2 X 10 ANCHO O 9 • : ;. D DETAIL WITH R , _ 1 1 IN DETA L A T GROUT 1 i it n Where no specific fie data is show the construction shall be similar or identical to that indicated for like , . _ p _ W PACING PER TABLE /S II - - D R e AN REBA "areas on the project in accordance with relevant building codes. ' If the budder is not clear on how to P 1 9 9 N THIS SHEET WITH _ O construct any elements represented by this plan, he should contact the engineer before .proceeding. .N. r� 5 - 0 2 X 2X 3/16 STEEL WASHER 4 .` 6. CONCRETE FOOTING .. , ..:. H n W n n n FOUNDATION: WITH W & L .PER TABLE :.. , I MU.O.N.. . 90. #4 TOP AND SOTTO U O 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown "" P 9 J Y I on these Ions. :The foundation is designed to be laced on an engineered ad on non expansive 10 P 9 P 9 P P , • • L W 7. REBAR sal. The Builder shall notifythe Engineer m writing rf an unusual sod conditions" such as organic soils 9 9 Y 9 , expansiveansrve sod clay, or unce tified fills are found at the site. 2-2 All excavations sall be inspected and approved by the Official before concrete is poured. 2)) -: Y Engineered fill may be used as existing grade provided compaction tests are Prasented to the Engineer '. indicatinga minimum compaction of 90% relative compaction per ASTM 1557. FII material shall be free inn n i ; P P P from debris, vegetation, etation and other foreign substances. Cuts and fills are to conform with CBC Appendix 9 PP 3312 and 3313.. 2-3 Budder is responsible for providing drainage behind all retaining walls such that water can of accumulate 1E P P 9 9 9 n behind walls. N.T.S.MARRIAGE N.T.S.FOOTI FOOTING L 6. LI E SUPPORT r 4 2-4 All finished grade shall slope at a minimum slope of 2% away from oII foundations a minimum of 5 feet. _. • , 2-5 The Contractor shall be responsible for determining the exact location of all anchor bolts prior to r' P 9 P placement of concrete. 2-6 Anchor bolts to be 1/2 diameter x7 minimum embedment into concrete spaced per plan. Bolts shall ;. be located within 12 of each end of 2x sill plate with a minimum of two anchor bolts Per sill plate. 1. MANUFACTURED HOME BY 1. FINISH SIDING TRIM ..> ; Anchor bolts shall have 2" x 2" x 3/16" steel washer. OTHERS 2. 4x4 DFBLOCKING 2-7 Foundations supporting wood shall extend 'at least 6 orches above the adjacent finished rade. r PP 9 1 9 : AL WITH r i 2. 3/8 CDX ORE U ° Individual concrete or mason ars shall project at least 8 inches above exposed round. Q, P1 Y P 1 P 9 VERTICAL BAR 2 � #4 RE 3 O.0 3._ @ 2 8 " 8d 12 OR 5/16 HARD[ Provide an 18 x24_ under floor access. @ CENTER IN STEMWALL PANEL SIDING WITH 8d HOT 11 ,. S G 9 10 2 - Provide 6x14 screened under .floor. vents per code. «.... s "'•' 2 9 P DIPPED GALVANIZED NAILS G 4. 2 CONTINUOUS WITH » 2 r.: n 2-10 Wall stems o e 8 emu with all cells routed w 4® 4 s m m b h e 2 o c. honz. &vert. 1 LEAR T B TT M PER 3 C O O O 3 6 /12 INSTALL E G RECOMMENDATIONS 1 CONCRETE: `5. HORIZONTAL #4 REBAR 18 a @ l 3-1 All concrete shall have a minimum of 5'sacks of cement cubic Yard a maximumum slump of 4 1CF::: 3.PLYW OD PLC O.C.o:C. TYP. > , 1 z 3 2 x 1 P.T. PAD n 6 x8 6 n minimum c 500 psi after 28 da ourin unless otherwiseAggregate a d a m m f 2 noted. size shall be a , P Ys 9 DX R EQUAL L WITH 4. 3/8 C O ' - Q /�/�// maximum of 1 1 2 , in foundations and 3 4 at all other locations. 7. P.T.PAD OR 24"x 24 8 6: 3-2 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 6 5. 4 X 6 RIM WITH VENT PER z Q ABS PAD X _ 5 JI 3-3 99 9 A re ate shall conform- to ASTM C-33 and shall not contain materials which are .alkali reactive as - Z CODE - 8. 8"x 8 x 16 CMU BLOCK 95 determined b ASTM C-227, -289 and 2 � = ; , I Y� X , n " 7 _2X4` N 5 6 8d 6 /12 INTO „ @'Q I a I I _ I 3-4 .Concrete exposed `to freezing or thawing shall be protected in accordance to the latest edition of the ACI 7 9. 2x WEDGE BLOCKING P 9 9 N PRE URE TREATED SILL SS appendix, chapter 19. N code and CBC a e c PP p .. 1 CHASSIS BEAM PER MFG. _ n r r 0 S S 5 Water proofing of foundations retaining walls and slab o ode is the responsibility 'of the Contractor or 0 3 , P 9 9 9 P Y eh 0 o O o O O o 7 UNDISTURBED SOIL 0 a I NDIS U Owner. U r N D 0 I 0 0 0 0 00 0 00 FL R FRAMIN PER MF CR - `. 11 00 G G -3 6 Vibrate concrete around all bolts `tabor and surfaces. _ f f '<I , W 1 - d, I » n T an N H R BOL � 6 shall be clean and wet prior to pouring concrete. I 8. 1/2X10AC0 / 3 .7 Construction.joints8 ��.,1 � P P 9 - _ 12. BASE ROCK WITH OPTIONAL V C � _ W - Concrete shall have a water cement ratio of 0.45 Ib. Ib. or less. SPACING PER TABLE ' FF a 3 s W/ S C G I I - D _ OST 4 a W 1 _ v .F ' _ _ 6 MIL VISQUEEN. BUILDER , Q r z .. - LI 12 v Z' ET WITH �' N THIS HE NE O SS _ _ N N a � �. - WILL DETERMINE IF VAPOR �/� n 11 W LD R O a • �� Y/ STEEL.. N � _ r- ' J O � J U EE WASHER 2X2X3/16ST L S W r BARRIER IS REQUIRED � Q vo ,a W a IL 0 F _ r IIS !'.. Z J r - V 0 o he ovisio s of AS A 615 Grade 40 for 4 bars and smaller and _ f 5 1 Reinforcing steel shall conform t t r n TM 1 9 P W a . 1 2 x 4 P.T. PLATE W 1 2 x 10 es 3 I l N >> N z O 0 5 bars and er. `All tabor to be deformedandall splices shall not be less ASTM A 615 Grade 80 for b s n l IL , V # 9 P W 9 an W en o► W v t� ANCHOR BOLTS WITH v A C OR O S _ 3 W ao f larger rHorizontal la s in ad scent bars shall be staggered 5 0 D than 40 bar diameters o the la a bar. z � 9P J 99 . o O fY B O � SPACING PER TA LE II W minimum. 1 z � arl a , 2 9• B TT MU.O.N. T P AN D O O U O � a� #4 O - - I W D W O F z ,5 2 Reinforcement cover shall be as follows: _ - ON THIS SHEET WITH 0 t d u. fY all W Concrete cast against and permanently exposedosed to so.: 3"2"X - - 2n X 2n. X 3/16n STEEL WASHER m v to soil or weather' exposure: 5 bars and smaller: 1 1 2" Concrete with P # / position before and during concrete reinforcing steel and anchor bolts shall be accurate) secured in . :. 5 3 All r n t 9 Y P 9 ,.,..,. : placement. 5-4 Bolts nuts and la screws shall conform to the provisions of ASTM A-307 Grade A. i , 9 P , 5-5 II reinforcingteel'shall be clean and free of deleterious materials at the time of concrete placement. ' As : P FOOTING N.T.S. N.T.S.5 ETAI I GINT.SUPPORT 3 i FRAMING L BER. .:/ UM 1 concrete shall be pressure treated Douglas Fir .Larch. » 6 All `wood bearing on co 9 P 9 1., CONTINUOUS DX PLY. ; " n Its CO UOUS 3/8 C � - washers on all foundation anchor bo ' 6 2 Provide 2 x 2 x 3 16 late s / P including fL ORT M DILL WITH 6=3holdown anchors or for retrofit O O U S Where anchor bolts .have been incorrectly laced not YP � ) t 8d 6 / 12 use Simpson RFB 5 `x 10 w E T 22 epoxy and 7 embedment m ..concrete and install per • _ @ construction, , # / P Y P he l ation is less than 2" from the edge of concrete ' Engineer's 9 manufacturer's s recommendations. ' If t location 9 9 2. 4 x 4 D.F. BLOCKINGCKING approval as required prior to installation. Special inspection is required. Locate and avoid all existing ■ reinforcing prior to drilling. 3. FINISH SIDING OR TRIM ° 9 P 9 d on installation and rets htened before closing in or at II bolts and la screws shall be tightened u 6 4 A » 9 9 P 9 9 8 e 4 2 4 PT PLATE W/ 1/2 10 completion of ob. - P J • 1 X . . x _ - n riven into re drilled holes of 2 3 the shank diameter. 5 'La screws shall be screwed of driven, , P / 9 MOBILE HOME ANCHORAGE TO FOUNDATION: ANCHOR BOLTS WITH i " to 1 16" larger than the ` nominal bolt `diameter. Holes .for bolts shall be bored with a bit 1 32 s s H / / 9 FAMILY RESIDENCE BASED ONTHEWbld SPACING PER TABLE II 6 7 Structural members shall n of be cut for pipes, etc. unless specifically noted or detailed. PP P Y » ` 16 ON THIS SHEET WITH Strong -Tie Tie 6-8 All framinganchors clips, straps, hangers, holdowns etc. shall be manufactured Simpson S P P 99 2 n ,1 n 2 X 2 X 3/16 STEEL WASHER Company anY or equivalent, installedmanufacturer's recommendations. OF BUILDING WT = 41 PSF _ 2500 I per Table 23-11-B-1 of the 2001 CBC. 6 9 Nailing schedule u 9 P w 5. BASE ROCK WITH OPTIONAL 6-10 All nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be Q 6 MIL VISQUEEN. BUILDER galvanized. 7 > 3 WILL DETERMINE IF VAPOR 2 4 10 BARRIER IS REQUIRED GRAVITY LOADS: z 6. n _.. n. 8 x 8"x 16 CMU BLOCK WITH ALS STRUCTURAL C LA TIONS. CU _ WIND: EXPOSURE _ C METHOD 2 WIND SPEED 80 ' MPH Cq = 1:3 q s = 16.4 Ce 0-15 = 1.06 Wbldg I C* = 9*9 s Ce - 0.0226 KSF " 1 2 ELEVATION OF ENDWALL TABLE I CONCRETE' FOOTING bIMENSION AT MARRIAGE LINE SUPPORT PIERS - ANCHORAGE FOR SINGLE - FOUNDATION AN 1 2 , MOBILE HOME ANCHORAGE TO FOUNDATION: FOOTING SIZE FOOTING DEPTH FAMILY RESIDENCE BASED ONTHEWbld 9 1 X00 » ` 16 14» 2001 CALIFORNIAWEIGHT F BUILDING CODE. 200018" 1 18 OF BUILDING WT = 41 PSF _ 2500 16" 23" PER DETAIL" 3 q00 16 B O WIDTH OF BLDfG Wbid = 40 FT.' ' 400024" CHECKED: 2 4 PER DETAIL P 5 000 GRAVITY LOADS: 30 PER DETAIL .,q00 30 29 7 LENGTH OF BLDGLbid = 67 FT. ( 9) 7 000 30to 34 PER DETAIL 000 > 32 36 PER DETAIL HEIGHT OF BLDfGHbld = 9 FT, ( 9) 36 36 ROOF: N SHINGLES 3.0 PSF 'COMPOSITIO 10 f a00 36 40 PER DETAIL 111Q0036" - HEIGHT OF RIDGE Hnd e - 19 FT: ( 9) 44" PER DETAIL 1 OSB OR PLYWOOD 1.5- PSF 2 36 11 48 PER DETAIL 13,000 36" : LATERAL -FORCE PERPENDICULAR TO RIDGE PER DETAIL` 30 FRAMING PF S 1 0 w SNOW LOAD: 120 PSF 3 R 30 INSULATION OPTIONAL 2.0 'PSF REVISIONS - rn - *' * _ - r Hbld 2 WIND FORCE Vwlnd Pwind Lbld 2 Hid e 3. CONCRETE FOOTING 5/8" GYPSUM > WALLBOARD 3.2 PSF =' Vwlnd 11 K MISCELLANEOUS 1.3 PSF OPTIONAL BASE ROCK SEISMIC FORCEVsels lc = WT 2* K DEAD LOAD 14.0 PSFVseism I • - .6 K - WIND GOVERNS c 9 A 0 0 SPACING ABs ac - 0 .760K BOLT Wbld V ANCHOR BLT m . ABs acro = 32 In MAXIMUM. FLOOR PLAN - LATERAL FORCE PARALLEL TO RIDGE LATERAL LOADS: WIND FORCE (Vwind) = Pw Ind Wbld 2 Hrid e - Hbld 2 *` - • .5. 0.36 W - W FOR LIGHT SEISMIC. 2 0.164 <: Vwind = 4.3 K FRAMED SHEARWALLS SEISMIC FORCE ( Vseismic) = (WT 2) * K 5.5 12 - Vseismic ( = 9.6 K SEISMIC GOVERNS 5 WHERE R _ .5 - 16 (MAX.) SOIL -PROFILE Sd FOR STIFF SOIL = .760K BOLT Wbld V l ABs acro 0 ANCHOR BOLT SPACING P 9) � 9� = 6 PER CBC TABLE 16- Ca 0.3 P Q I - - ABs acm 60 In. MAXIMUM P 9 - M' P = .1..50 = " * = - 4. - 0.1 5 E VW 0.245 W 1. 7 � = _ NET FORCE ..0.245 W 1. 4 0.175 W E _ _ WIND: EXPOSURE _ C METHOD 2 WIND SPEED 80 ' MPH Cq = 1:3 q s = 16.4 Ce 0-15 = 1.06 Wbldg I C* = 9*9 s Ce - 0.0226 KSF " 1 2 ELEVATION OF ENDWALL TABLE I CONCRETE' FOOTING bIMENSION AT MARRIAGE LINE SUPPORT PIERS - ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SEE MF GR S PLANS FOR MINIMUM PIER CAPACITY UNDERRiDGE SUPPORT POST MAXIMUM PIER LOADS(LBS) SEE NOTE 1 FOOTING SIZE FOOTING DEPTH W L 1 X00 » ` 16 14» PER DETAIL 200018" 1 18 PER DETAIL 2500 16" 23" PER DETAIL" 3 q00 16 „ 2 7 P DETAIL PER E ' 400024" CHECKED: 2 4 PER DETAIL P 5 000 24pp 30 PER DETAIL .,q00 30 29 PER DETAIL 7 000 30to 34 PER DETAIL 000 > 32 36 PER DETAIL 9000 36 36 PER DETAIL 10 f a00 36 40 PER DETAIL 111Q0036" SHOWN 44" PER DETAIL 12,000 36 11 48 PER DETAIL 13,000 36" : 52 PER DETAIL` TAB H ANCHOR , BOLT SPACING AT PERIMETER STEMWALL LOCATION OF - ANCHOR MAXIMUM WALL LINE BOLT SIZE SPACING O1011011111111 cc OF BOLTS SHORT WALL' » 1/2" DIAM. „ 32 O.C. AT EACH END 4 O LONG WALL 12 P IAM. 60 O.C. AT EACH SIDE GROUT AS SHOWN FULL 6 O g ' 4 SPACING PER MFG. 11 _ 7. 2x WEDGE BLOCKING r 8. CHASSIS BEAM PER MFG. Ilk (0 LU LL mum i►. w #4 IN OPPOSITE REBAR PP ITE gr, C) L� 1` 0 O1011011111111 cc a aOLuftft DESIGN: CORNERS. FILL WITH THE FOUNDATIONANDANCHOR ,w 4 O W 1 0 Z ` GROUT AS SHOWN FULL O o 0 0 9. FLOOR FRAMING PER MFG. ■■■� 0 0 0 0 0 0 X ■ 0 0 0 0 0 0 0 0; o O 0 O 0 O O f9 Q 10. 2x8x16 P.T. PAD r, i 91. 2 x 12 x 1 8 P.T. PAD 5 a n n OR 24 x 24 ABESCO PAD `FRO ti W N 3T , ' INSTALLED PER MFGRS.■ LINE PER RECOMMENDATIONS ca cc Cc, BLD( a .DEPT 1 3 12 f » 12. VERTICAL #4 REBAR 48- O.0 = W/ HORIZONTAL #4 @ 18" O.C. CENTER 1N 6" STEMWALL FOUNDATION INT. PP SUPPORT RT N.T.S. 2 0 1 #4 IN OPPOSITE REBAR PP ITE I FOUNDATION DESIGN 0 ._ DESIGN: CORNERS. FILL WITH THE FOUNDATIONANDANCHOR BOLTS SHALL BE 4 ` GROUT AS SHOWN FULL B E COUNTY CHECKED: I• JMR HEIGHT FOR ASSEMBLIES d _ o 6 O G THE DESIGNS REPRESENTED BY THIS .DRAWING ARE THE 'EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. ��� DING CiiVl �O S BATE. 2/21/06 • MAX. WIND SPEED. ii THIS SHEET SHALL NOT BE REPRODUCED WITHOUT SCALE. WIND EXPOSURE. WRITTEN PERMISSION. , a.... e ... O O O O ° eAPPROVED 0 00o 0 0� _ , °' _.. oa000 0 2. ASSEMBLIES FOR BLOCKS O S 5 OC S SHOWN `SEISMIC ZONE: 3 0 o ° JOB N0. -259 SOIL BEARING: 1,000 PSF AND LESS USE DOUBLE 1 0 SNOW LOAD: 120 PSF 3 BLOCKS ON P.T. PADS. REVISIONS 2 3. CONCRETE FOOTING 4. OPTIONAL BASE ROCK 2 0 I FOUNDATION DESIGN CRITERIA DESIGN: 'I l SMR , THE FOUNDATIONANDANCHOR BOLTS SHALL BE 4 OR DESIGNED IN ACCORDANCE WITH D THE 2001 CBC B E COUNTY CHECKED: I• JMR AND DESIGNED NED FOR :THE FOLLOWING CRITERIA. ,o 0 O 000000 0000000 0 0 0 ��� DING CiiVl �O S BATE. 2/21/06 • MAX. WIND SPEED. 80 MPH 000_ ° 0 SCALE. WIND EXPOSURE. C a.... e ... O O O O ° eAPPROVED 0 00o 0 0� _ , °' _.. oa000 0 SHOWN `SEISMIC ZONE: 3 0 o ° JOB N0. -259 SOIL BEARING: 1,000 PSF a, SNOW LOAD: 120 PSF 3 S14C-=T NCS WINDOW LEGEND XO HORIZONTAL SLIDER TEMP - TEMPERED DOOR LEGEND GD -GARAGE DOOR SC - SELF-CLOSING I EXISTING HOUSE EXISTING HOUSE BRACED WALL PANEL 2x STUDS AT 6 1 O.C. WITH LAPPED SIDING OVER MIN. NAIL 318 MIN. A.P.A. RATEDSHEATHING. L-48 „ „ I � 11.3.3. w 8dsAT6/ 12 PER CBC 2320. I SHEATHING I „ 12 GYP. BD. INTERIOR T 16 O.0 . w/ 1 G D A I B 2x STUDS _ o MIN. ' cucn-runifl_ nnin ninli Gn ,h,i ti4 rnni FR n T (l C: AT PR(7JFCT INFORMATION �s � �'�. i� � � I i ' '. ' I �, : i ._ . _,�, ..