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Home My WebLink About073-410-006SITYDRONIGS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. Page 1 ENGINEERS : William F. Squyres, Jr.(530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 11-20-2008 Fide: 'C:\RESDEN56\Beauchamp.RES JOB Residential 2'Heads.Flowng DESIGN SPRINKLER MANUF RELIABLE - RFC49, 16x16, K=4.9, P=7.0 MODEL RCF49 DENSITY 0.05 Gpm/Sq Ft VALVE .0 Psi AREA /.SPR 256, Sq Ft; DESIGN AREA 512 Sq Ft SPRINKLER Q 13.0 Gpm METER .0 Psi NODES 13 PIPES 12 SOURCE ( STATIC 50.0 Psi RESIDUAL 40,0 Psi FLOW 35 Gpm' DESIGN ( SPRINKLER MANUF RELIABLE - RFC49,'16xl6, K=4.9, P=7".0 MODEL :'RCF49 SPRINKLER Q 13.0 Gpm VALVE .0 Psi' f J SPRINKLER P7.0 Psi •K- METER .0 Psi NODE DE ELEVATION PRESSURE DISCHARGE C N0. Feet FACTOR Psi Gpm i G p --------------- 1 20.0 4.9 7.1 13.0 2 20.0 4.9 7.5 13.5 3 20.0 9.1 4 20.0 5 10.0 9.9 16.2 6 10.0 17.1 7 10.0 x.9.1 1 �p-By E COUNTY 9 10 26.7 � L� DIVI 10.0 10 10.0 27.0 APPROVED 11' 10.0 :27.7 ; 12 3.0 31.4 ; 5.0 DOME `f/,4/0CJ 13 1.0 SOURCE 32.8 31.5 SPRINKLERS FLOWING 2 AREA PER SPRINKLER t 256 Sq Ft ® TOTAL DESIGN AREA 512 Sq Ft ; MIN SPRINKLER FLOW 13 Gpm h W.F. UYRE 6a. $ 0 REQUIRED DENSITY .051 Gpm/Sq Ft racttn •' 0.275206 COMPUTED DENSITY • .051 Gpm/Sq Ft C-16 TOTAL SPRINKLER FLOW 31.5 Gpm TOTAL DOMESTIC FLOW 5 Gpm ®PCb4t-�� TOTAL WATER REQUIRED 31.5 Gpm TOTAL SPRINKLER PRESS 32.8 Psi WATER METER LOSS .0 Psi VALVE FIXED LOSS.0 + Psi Copyright(2008) SUPPLY PRESS AVAILABLE :� 41.8 Psi by DEMAND PRESS REQUIRED 32.8 Psi Hydronics Engineering PRESSURE CUSHION 8.9 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca,, 94555 --- MAXIMUM VELOCITY : 8.9` FIS (800) 845-9819`` HYllRU1v1C'S: LxESiDENt'iAL'FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. Page 2 j ENGINEERS : William F. Squyres, Jr. (530) 345-1012. `ADDRESS : 166 E 3rd Street, Chico, CA 95926. Date: 11-20-2008 File: C:\RESDEN56\Beauchamp. RES JOB Residential 2 Heads Flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER' TOTAL ------ (Psi/Ft) ---------------- ----- 4 -- - ---- 1 ------------------ q= 13.0 K= 4.9 - L= 8.5 Pt 7.1 Pt 7.1 1 Q= 13.0 F= L F= 7.0 C= 150 Pe .0 Pv -.1 Vel= 4.4 D= 1.101 TL= 15.5 .0307 Pf .5 Pn 6.9 `2 Pt 7.5 -------------------------------------------------------------------------- 2 q= 13.5 K= 4,9 L- 12.5 Pt 7.5 Pt 7.5 2 Q= 26.5 F= R; F= 1.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= 1.101 TL= 73.5 .1143 Pf 1.5 Pn 7.0 3 -- Pt---9-1 ---- .0 K= .0 L= 20 Pt 9.1 Pt 9.1 3 Q= 26.5 F= B F= 5.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= 1.101, TL= 7.0 .1143 -Pf :8 Pn 8.6 4 Pt 9.9 ----------------_----.---:, 4 .0- L- 10.0 Pt 9.9 'Pt 9.9 4 Q= 26.5 _ F= L F= 7.0 - C= 150 Pe 4.3 Pv 5 Vel= 8.9 D= 1.101 TL= 17.0 .1143 Pf 1.9 Pn 9.4 5 Pt 16.2 ------------------------------'----------------=-----------------_--------- 5 q= .0 K= .0 L= 3.0 Pt 16.2 Pt 16.2 5 Q= 26.5 F= B F= 5.0 C= 150 Pe .0 Pv -:5 Vel= 8.9 D= 1.101 TL= 8.0 .1143' Pf .9 Pn 15.6 6 Pt 17.1 --------------------=-------------------------------------P---1'------------ 6 q= .0 K= .0 L= 11.0 7.1 Pt 17.1 I 6 Q= 26.5 F= RB F= 6.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= .101 TL= 17.0 .1143 \Pf 11.9 Pn 16.6 7 Pt 19.1 -----------�---------------------------------------------------------=-------- 7 q= .0 K= .0 L= 4.5 Pt 19.1 Pt 19.1 I 7 Q= 26.5 F= B F= 5.0 C= 150" Pe .0 Pv --.5 Vel= 8.9 D==1.101'TL= 9.5 .1143 Pf 1.1 Pn 18.5 I 8 Pt 20.1 --------------------.----------- 8 q= 0 K= .0 L= 14.0 Pt 20.1 Pt 20.1 8 Q= 26.5 F= 6LR F= 43.0 C= 150 Pe .0 Pv -.5 Vel= 8.9 D= 1.101 TL=' 57.0 .1143 Pf 6.5 Pn 19.6 9 Pt 26.7 ---9------------------� ---------------------------------------------------- q= .0 K= .0 L= 1.0 Pt 26.7 Pt 26.7 9 Q= 26.5 F= B F= 6.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1`.`394 TL=' 7.0 .0362 Pf 3 Pn,26.5 10 --------------------------------------------------------------- t_ Pt 27.0 ---------- i I 'I !,,, i HYb` ONIC`S: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 -`SUBMITTAL. Page 3 ENGINEERS William F. Squyres,,Jr. (530) 345-1012. ADDRESS 166 E, 3rd Street, Chico;CA 95928. Date: 11-20-2008 File: C\RESDENS 6\Beauchamp. RES I JOB Residential;2 Heads Flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER ` TOTAL . ---- (Psi/Ft) -------- - - iE --------- 10- ---------------------------- q= :0 ---------- K= :0 L= 60 Pt 27.0 Pt 27.0 10 Q= 26.5 F= BL F= 14:0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D='1.394 TL= 20:0 .0362 Pf :7 Pn 26:7 11 Pt 27.7 ----------------` 11 - q= 0 K= .0 L= 7 0 Pt 27.7 Pt 27.7 11 Q= 26:5 F= 3RS F= 13.0 C= 150 Pe 3.0 Pv -.2 Vel= 5.6 D= 1.394 TL= 20.0 .0362 Pf .7 Pn 27.5 12 ---- ------ -- -- Pt 31:4 ----- ----- - 12 --------------- q= 5.0- -- ----------- K= .0 -- L= 50.0 Pt 31.4 Pt 31.4 12 Q= 31.5 F= RL F= 12.0 C= 150 Pe .9 Pv -.1 Vel= 3.2 D= 2`.003 TL= 62.0 .0085 Pf .`5 Pn 31.4 13 Pt 32.8 - - ----------------=-------------`-------------------=------------------ "Meter = .0 --------- 13 --- \------ Q= 31.5 ---------------- -------------------------- <<< SOURCE ------------=-------------------------- --- -- >>> --------------- Pt 32.8 -- E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly I' fi I f i I I f i �T �,. . , , HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. D ENGINEERS : William F. Squyres, Jr. (530) .345-1012. ;ADDRESS 166 E;3rd Street, Chico, CA 95928. j DATE 11-20-2008 FILE;: C:\RESDEN56\Beauchamp.RES j JOB R'esidential'2 Heads Flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 90 $0 I 70 60 i 50` 40 30 i 20 10 i 0 REVISIONS BY fZG.C-qLCOLATED 6!5 M��r iJ p►P�r�t7 0 M -�D .-y M n O M k xx� c� �3r ►� Q N !n kn •»-+ V]�OUMr- �� v0 3aU�a O U c�S Fr O U b Q �D .. o '-U Cd a Cd a aaa�`¢ C) b b Date 13- 0?) Scale Jyt�� Drawn Job �U�ACNQrMP Sheet Of 1 Sheets W i Z! FTUVWFW VIS MU. TY RiPJgFVMfU• - r ....,:.-P,—,....®.....;.»_:«.._.,....:w...,.,w .._w„.w.:,::.._�m._:_z....,.,...�,�.,.,.,..x..,�...,,,.�....�v�e .�.W, .,�: ,.. _,.. .: � v :,. ... r.:a�aaae.� :rsrc�• V i I B07-2468 073-410-006 RESIDENTIAL SPD-Custom/Model NSF CABIN(1385), OPEN(232), COV(51 LA PORTE RD BEAUCHAMP, DAVID T R ELIZABET 80� Z09S�scannrd 0.13-410-000D ►�� A�r�e ad. cti �,. m;�js ` � BeaUc%IotmQ,Da�1d ��IRube�h. . Fire Sprlr,kkrs Oar talc (eon -246$) S Ores wtllwmF -UP 1 • t f a!- `s �'} tri lr 1' i.� � '.y tl (E. f + i d 1to •a rL'•" A¢ `,y" ` it tai e• i. r i- r u 33 ',tk', 1M'.:A.' rt $ l . i� ' I k y"y �'�` a:.3 r Y� + n ,�! 1 ; • tE.. q r ,� � 't vAA t q1 xa �?�''{�lx' �{yyF�'.�`E! a., f•' _ t t! yx ds 1 2. rt i 4Ta F:� f r �.4r� a` �;<.7 a ? }T,`kt+: • { F s�,- _ ..ap �, 4ill 1. i :` 7 G1 ff�` to trc. 1 a,f ata uWK '}Nis ia6 • =„1 1 ,�"``�, Vic. + 11 y+:. f �., �E'.•; � .A`�'gtt•'ct ," f�{. ft.:"L. ',1 ��*°`w� ! i�lf • x.11 t ssaL•-'�^rt BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 12226 LA PORTE RD Owner: Permit NO: B07-2468 APN: 073-410-006 BEAUCHAMP, DAVID T & ELIZ Issued Date: 07/18/2008 By KEJ Permit type: RESIDENTIAL 991 OLD NEUMANN RD Subtype: SFD-Custom/Model RESCUE, CA 95672 Expiration Date: 07/18/2009 Description: NSF CABIN(1385), OPEN(232), COV (530) 676-1114 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: PRECISION DESIGN BUILDERS BEAUCHAMP, DAVID T & EI Building Garage Remdl/Addn P O BOX 2552 991 OLD NEUMANN RD 1,385 GRASS VALLEY, CA 95945 RESCUE, CA 95672 Other Porch/Patio Total (530)272-8394 (530)676-1114 232 500 2,117 FEE INFORMATION CWIF SF $2,411.06 DBFIRE Fire Inspection (SRA) $102.70 CWIF SF $2,269.89 DBFIRE SRA Fire Plan Review (S $102.70 CWIFAUD Impact Processing Audi $50.00 DBOMSCF Fire Safe Standards Re $115.98 CWIFDDS Impact Processing Fee $50.00 DBSMIP Residential $10.03 DB R3 Dwelling -Custom, Model $1,033.62 DB R3 Dwelling -Custom, Model $1,550.42 DBEH Building Review Fee $75.70 DBFIRE Fire Inspection (SRA) $102.70 Total Charged: $7,874,80 Fees Paid: $7,874.80 Balance Due: $0.00 Receipt No: B8010 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License PRECISION DESIGN BUILDER: 832225 / A B / 02/28/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 07/18/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by 4 I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I/Q�CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not a competed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS L ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' ISI Compensation Laws of California, and agree that if I should become subject to the workers' X 07/18/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio X 07/18/2008 I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKER COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the Pr owner or am auI orized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY � kG 07/18/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIG Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR: 1:1Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY o�UTTF0 DEPARTMENT OF DEVELOPMENT SERVICES O , ° BUILDING PERMIT APPLICATION ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o - 'r-��_��: o A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds cOUN'�y **PLEASE PRINT CLEARLY** OWNER INFORMATION Las C , / AMP hQ' First Nam z D Mailing Address / 0/_t)D /VzgH,0q NN /n%i City Los GUS State Zi Phone Fax p _(76J/[// E mail �//r P_GlGO>7 • 17GT ARCHITECT/ENGINEER CONTRACTOR Name ,W i Zai t ll Address .Q. B ox Phone. S d , City Grass WI Sie Live mer State A Zip 5q Phone So -2-'72t3q Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name vim �s C, Address City6- SS Y4 //°StateG l/� Staten � Zip Phone. S d , Fa E -m 'I r / 71 ne>skl Sie Live mer ,/ fir -7 APPLICANT INFORMATION Name ✓ D �'' � � u � Address /fi Alf✓ Citye�� an Staten � Zip �� Phone $ / 7- Y Fax _41%6 fl E-mail APPLICANT SIGNATURE X PERMIT NO. BIN # PROJECT LOCATION API Property Address Address City WORKER'S COMPENSATION Policy Number Carrier 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 1\ DESCRIPTION OR SCOPE OF WORK: �iLr�/ C4bi Sq FT- Livi g y 9,5, -Ga age �� Open Sas Cov • Stru re Bui t out Permits `\ O Proposed Change of Occupanof 15 I U (Note previous use): 1 For office use only: Zoning Flood Zone SRA Yes No Occ. R-3 Type Const. Y h fa olae Schaj txW croq -O o +t 'Marysville Joint Unified School District Exhibit 3610 #1 .i CERTIFICATION OF COMPLIANCE SCHOOL ' DISTRICT DEVELOPMENT IMPACT FEES To be completed by applicant and taken to: Marysville Joint Unified School District 1919 B Street, Marysville, CA 95901 Part I (530) 749-,y6,114, Room 106 Property Owner's Name: �-�U. Ci. Y,Gi ••� Owner's Address: '1"1 d IJ N Project Address: t,... C, f i Parcel No: 07 411 U ' U o Lot No: City or County: Building Dept: 1� Lt :� Permit No:�� TYPE OF CONSTRUCTION: Residential Construction Residential Reconstruction Commercial Construction Commercial Reconstruction Total Number of Habiole Square Feet: } �` Single Family Dwelling Multiple Family Dwelling No. of Units Mobile Home 1/J THIS CERTIFICATION COVERS ONLY THE AMOUNT OF SQUARE FOOTAGE INDICATED ABOVE. ANY ADDITIONS OR CORRECTIONS TO THE SQUARE FOOTAGE FOR THE PROJECT WILL REQUIRE AN AMENDMENT TO THE CERTIFI- CATION OF COMPLIANCE. FALSIFICATION OF SQUARE FOOTAGE AND/OR TYPE OF CONSTRUCTION IS CAUSE FOR REVOCATION OF CERTIFICATION OF COMPLIANCE. ACCORDING TO GOVERNMENT CODE SECTION 66020 (d) (1), I HAVE BEEN NOTIFIED THAT WITH THE IMPOSITION OF THIS FEE, THE 90 -DAY APPROVAL PERIOD IN WHICH I HAVE TO PROTEST THE FEE HAS BEGUN. Applicant's Name: Applicant's Signat Part II :e: ? /if b -V Total Number of Habitable Square Feet .�� City of Marysville - Q County of Yuba Signature 1,t J�/%CY"�. (.<(,�t� CA County of Butte Part III TO BE COMPLETED BY SCHOOL DISTRICT 0 Certification of Compliance No. (Receipt No.): C' /,,7 Com' F - U UC Fees Collected: Exempt from Fees: No. of Square Feet x's $.42 for Commercial = $ No. of Square Feet O , 5 x's $4.31 for Residential = $ _2 f-1. Reason: AS THE AUTHORIZED SCHOOL DISTRICT OFFICIAL, I HEREBY CERTIFY THAT THE REQUIREMENTS OF GOVERNMENT CODE SECTION 65995 HAVE BEEN COMPLIED WITH BY THE ABOVE SIGNED APPLICANT. Signature White: - School District 71, t , ( 4 Yellow: - Applicant Pink: - Building Dept. Date SD:co 5112106 BUTTE COUNTY DEVELOPMENT FEE •suTtF• CERTIFICATION FORM • Feather River Recreation & Park District *U Assessor's Assessor's Parcel Number (s): 073-410-006 Building Permit Number: B07-2468 Property Owner (s): BEAUCHAMP, DAVID T & ELIZABETH Project Location/Address: LA PORTE RD CLIPPER MILLS Project Description: NSF CABIN(1385), OPEN(232), COV(50C Type of Residential Development Permit Type: RESIDENTIAL Permit Subtype: SFD-Custom/Model Building Type: New Single Family Dwelling New/Additional Sq Ftg: 1,385 Certificate of Existing Square Footage Existing Sq Ftg: 0 MH Replacement: No Existing Construction Type: Demo Permit Issued?: No Verified by Building Records: Building R Comments: &,V4 dA�' Representative Demo Permit Issued Date: Verified by Assessment Records: 7/16/2008 Date FRRPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: n V -0-u l d C .VI .P 5:50-60 1 (o -1 1 1 L -J Applicant Name Phone Number 4�(I I C) I D N C- a 9 S U Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: I ( .1 oce - 06) Dwelling Units @ $ Square Feet @ $ Remarks: per unit for a total of $ per sq foot for a total of $ Paid y Check No: Paid by Cash: Receipt No: a �-( :�q ��o J � A 't".4 SgDA e Aen;r -7-l6 ok Recreation and Park District Representative Date ornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville, CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #t„--,nw Fire Flow Requirements for Residential Structures To confirm compliance with fire safe requirements, the Butte County Fire Department will be performing a review of your building permit for fire flow or fire sprinkler requirements. Under the authority of the 2007 California Fire Code, the following residential fire flow or fire sprinkler requirements shall be required for all new residential development located within the unincorporated areas of Butte County. All new residential structures are required to meet the fallowing fire flow or fire sprinkler requirements: • The minimum fire -flow requirements for one and two family dwellings having a fire -flow calculation area which does not exceed 3,500 square feet shall be 1,000 gallons per minute for a two hour now duration. The hydrant spacing is 500 feet. • The minimum fire -flow requirements for one and two family dwellings having a fire -flow calculation area in excess of 3,600 square feet shall not be less than that specified in Table 5105.1. Table 8105.1 requires gallons per minute fire flow for hour flow duration. ceptfion: A reduction in required fire flow of 100 percent, as approved by the fire chief (CFC 8103.1), is allowed when the building is provided with an approved automatic sprinkler system. Fire sprinklers are not required for the following: • Residential accessory buildings (detached garages, sheds, carports, etc.) • Temporary residential structures (must have an issued building permit for a permanent dwelling within 6 months). This doers not include temponvy second dwellings (Aunt .Minnie's). Sprinkler installation shall be in accordance with the 2002 National Fire Protection Association (NFPA) 13D, standard for the installation of sprinkler systems in one and two family dwellings and manufactured homes and 2007 California Fire Code Chapter 9. Applicants are required to consult with a California State Contractors Licensing Board C-16 certified contractor or a California State Fire Marshal certified Automatic Systems "A" licensed contractor for sprinkler system engineering, design, calculations and installation (see the yellow pages under Sprinklers. Automatic Fire). A separate building permit from the Butte County Development Services Departrnent-Building Division for the fire sprinkler system will be required to be submitted and approved prior to the issuance of the permit for the residence. NOTE: Fire flows shall come from a pressurized water system. A pressurized water system is defined as any public. mutual locally formed or private water system jurisdiction having water capable of adequately supplying fire hydrants. Use of a private water system for fire protection purposes will require one of the following acceptable entities to maintain the system: 1) formation of a Mutual Water Company, 2) formation of a new County Service Area, or 3) annexation into an existing County Service Area. (2002 Butte County Improvement Standards). All of the Fire Safe Requirements are pasted on the Butte County Fire Department website at hUtr•/fbuttefrre oEWFireprevention/grotnian/protplan,btml Check the status of your permit online at http:l/dspermits.buttecountv.net/etrakit/Permit Search -asp Need a fire department inspection? Call our inspection line. (530) 538-6226 Fire Flow Requirements for Residential Structures 01/17/08 Legend: /=VA. PE=Pre Existing, X -Required Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2468 Date: 12/05/2007 Location: LA PORTE RD By: KCG Parcel Number: 073-410-006 Sub Type: SFD-Custom/Model Owner Name: BEAUCHAMP, DAVID T & ELIZABETH Phone: (530) 676-1114 Description: NSF CABIN(1385), OPEN(232), COV(500) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 8 1 M ❑ ❑ ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Cil . Date: 12/05/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2468 Job Address: LA PORTE RD Contractor: Printed: 12/05/2007 2:46 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFFIREF SF 1851-0-280-1011852 $366.35 CWIFFIREVE SF 1851-0-280-1011853 $707.16 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 DB R3 Dwelling -Custom, Model DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 $1,033.62 12/05/2007 $1,033.62 DBF DWLNG CSTM/MDL N Permit Fi 0010-440001-4210500-1010 $1,550.42 DBEH Buildine Review Fee CWIFGGF SF 0021-540013-4614901-1010 $75.70 12/05/2007 $75.70 DBFIRE Fire Inspection (SRA) 1810-0-280-101001 $306.61 CWIFLBRYF SF 0100-450001-4617240-1010 $102.70 12/05/2007 $102.70 CWIFLBRYM SF 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 1825-0-280-1011828 $4.83 CWIFSHERFF SF 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 1800-0-280-1011811 $425.00 0100-450001-4617240-1010 $102.70 12/05/2007 $102.70 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFSHERFVE SF 1840-0-280-1011842 $152.72 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 DBSMIP Residential 1001-0-280-1011298 $10.03 7,874.80 $19314.72 ii Printed By: Kourtni Graham Balance Due: $6,560.08 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: -a.cc Date: 12/05/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. [n addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hgp:Hmunicit)alcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-2468 Date: 12/05/2007 Location: LA PORTE RD Parcel Number: 073-410-006 Owner Name: BEAUCHAMP, DAVID T & ELIZABETH Phone: (530) 676-1114 Description: NSF CABIN(1385), OPEN(232), COV(500) Signature of Applicant: Date: 12/05/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C O 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-2468 Date: 12/05/2007 Location: LA PORTE RD By: KCG Parcel Number: 073-410-006 Sub Type: SFD-Custom/Model Owner Name: BEAUCHAMP, DAVID T & ELIZABETH Phone: (530) 676-1114 Description: NSF CABIN(1385), OPEN(232), COV(500) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed:/- 2 Title: FILE Date: 12/05/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds PLAN CHANGE ❑ RECHECK 1Z Owner's Name: 6eauC1 on p_ 1n AP#:1� ?� ` c�r�h BP#: W-2-4CD l> Received By: Date: Time: 2.20 PIY1 Contact Person & Phone Number: ,Zr PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: Response to Plan Check Letter — Plans Examiner's Name: jinn Ptte on *Submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Mail to ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 Y2 X 11 only) Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: t\% ❑ Minimum $118.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 2108 David Wright Associates, AIA Architecture & Planning Solar & Energy Engineering 563B Idaho Maryland Road Grass Valley, California 95945 (530) 477-5057 FAX (530) 477-I21$UTTE COUNTY MAY 0 5 2008 TO: Sj,;.rS�J DEVELOPMENT WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter Prints E]thange order DATE JOB NO. ATTENTION ✓ IM Q RE:,�/ 0-7 3' 1 f� I� "'x.10 Iri-�.'^AT � �o-�• :ui !off , 7Pt,4,v CASUL Under separate cover via the following items: ❑ Plans ❑ Samples ❑ Specifications COPIES DATE N07 DESCRIPTION 2 Mai A,, Pao . � Sicy.�o ?A6dS '7 �I 2 MA►�(i + t7a L?.f!(';� �2an:� �'fQc�C4Tva94 �,iC�ir•s� l..�sT�} �1.1:.a�Tio..aS MAI 2,0,E ms's C�?'ixd•r.?�vr . THESE ARE TRANSMITTED as checked below: XFor approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REM—ARKS �1, M ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit ❑ Submit _ ❑ Return_ copies for approval copies for distribution corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US f:�6M us 411ANND COPY TO 17A!410 a104' SIGNED: 1/ enclosures are not as noted, kindly notify us at once. A— Ajx4 l-, . dot BUTTE COUNTY May 2, 2008 MAY 0 5 1008 DEVELOPMENT SERVICES Attn: Jim Peterson Butte County Department of Development Services 7 County Center Drive Oroville, Ca 95965 Jim Peterson, RE: Beauchamp Plan Check Review Response Assessor Parcel Number: 073-410-006 Building Permit Number: B07-2468 (New Single Family Residence) Plan Check No.2 Following are my responses to your Plan Check Review Letter. 1. Please see attached response letter from the structural engineer, William C. Prechter. 2. Please see attached response letter from the structural engineer, William C. Prechter. 3. The detail should read 18/9. The change has been made to sheet #7, clouded and noted with a 93B. 4. The key has been corrected. The change has been made to sheet #7, clouded and noted with a #3B. 5. Shear transfer is achieved with 8d nails @ 6" o.c. into the double top plate of the balloon framed wall. The change has been made to sheet #9, clouded and noted with a #5B. 6. The detail has been modified to show the shear transfer to the balloon framed wall. The change has been made to sheet #9, clouded and noted with a #6B. 7. Detail 2 applies to the stairs where the stringer attaches to the S.I.Panel wall. I have removed this key from the section and have added it to the upper floor framing plan, Sheet 7. The change has been clouded and noted with a #7B. 8. Two sets of corrected sheets #7 and #9. They have been stamped and signed by the Attachment David Wright Associates, AIA Architecture & Planning Solar & Energy Engineering 563B Idaho Maryland Road • Grass Valley, California 95945 (530) 477-5057 FAX (530) 477-1218 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING April 14, 2008 David Beauchamp 991 Old Neumann Rd. Rescue, CA 95672 Assessor Parcel Number: 073-410-006 Building Permit Number: B07-2468 (New Single Family Residence) Plan Check No. 2 Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. The following comments are outstanding from the fust plan check letter dated December 21, 2007. CO NTS: ' Please verify allowable shear values shown in the shear wall schedule have been listed and approved. Your plan check response indicates the higher values were achieved based on SIP Technical Bulletin #2030 but this bulletin does not appear to have been approved and listed by a testing agency. Please provide listed and approved information to justify using higher values than those shown in Table 3 of ESR -1006. Provide tall stud calculations for studs over 10 feet. Provide calculations verifying the studs are adequate resist the combined effects of out -of -plane wind plus axial loads. e roof framing specifies detail 18/9 which was removed from the revised plans. Please clarify. ease key detail 17/8 to the roof framing plan. The roof framing plan indicates balloon framed SIP panel gable walls along wall line 3. Provide shear sfer detail of the roof diaphragm connection to the SIP panel wall and key detail to the plans. Please show shear transfer requirements for the gable ends on detail 20/9. ease clarify detail 2 on sheet 6. Detail 2 indicates SIP panel walls but Section A shows a stud wall. Please clarify. 8. Please submit two corrected sets of plans and calculations for recheck If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner j epeterson(a ftttecounty. net cc: David Wright, Architect Philo Hunt, P.E. Plan Check Engineer phunt@,buttecountv.net Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds PLAN CHANGE E1 RECHECK N Owner's Name: ?)tau 6ca (U l d AP#: ()7'� -q in . no(p BP#:�n� �� ►%� Received By: Date: I ILA • (I Time: 2.00 Pm Contact Person & Phone Number: CO�ir' PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice - Inspector's Name: Response to Plan Check Letter - Plans Examiner's Name:- 0 *Submit two (2) drawings. reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 V2 X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine 'if additional plan checking fees are needed: ❑ Minimum $115.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 6/07 May 1, 2008 RE: Building permit # B07-2468 To Whom It May Concern: William C. Prechter Civil Engineer POB 454 Nevada City, CA 95959 (530) 265-0355 The following letter is to address the structural comments from plan check #2 BUTTE COUNTY MAY 0 5 1008 DEVELOPMENT SERVICES 1) Indeed allowable shear values have been increased based upon the values presented in SIP technical bulletin #2030. The actual applied shear for wall lines 1 and 3 is 340plf, versus the listed value of 335plf, 5 plf higher than the table. Although R -Control does not explicitly list higher values for shear walls they do have an approved for roof and floor diaphragm loading up to 850 plf. Based on this, wall loading with the same nailing would be no different since the panels are of the same construction. Attached is page 11 of ESR -2233 showing the higher loads. 2) Calc attached. 5) Sheathing to top plate is vsutia�8d's @ 6"o.c. This has been noted on plans. 6) See #5 above. Very Truly Yours, William C. Prechter P.E. QRor-ESS w rt, * Exp.6 ti CIvI\' O�� OF CA�-S� J �UV Specializing in residential structural engineering. New construction, remodels, additions & retaining walls. L� Page 11 of 12 ESR -2233 TABLE 9—ROOF/FLOOR-DIAPHRAGM LOADING (See connection details SIP -139a, SIP -140 and SIP -141) R -CONTROL® STRUCTURAL INSULATED PANELS '/,,-inch OSB Thickness Spacing of R -Control Screw Fasteners at supported edges (minimum 15/8 inch penetration) 3 inches 4 inches 6 inches Spacing of spline fasteners (8d box or 6d common) at unsupported edges—top side of panel only—two staggered rows of fasteners on each side of joint. 3 inches 3 inches 3 inches 850 plf 750 plf 500 plf 'Spline is'/78-inch OSB x 4. 2See details SIP -139a, SIP -140, and SIP -141. ?Cp spin: ro::an n;tn 3n c*.. rr 6d z.mm roils in 1-0 10r45 3- Q.C..train ui jL•inL 1T?' NIS csigCrr. �p?inrG f'CSSC a:;h CU Oa.e pr 4q cammrso. ndts 6- a.c. fn y;rr;?u r'otm Spline +.a an of 10s VOM siovs of .win; moteriatCovarn,;nq ?a DOC P$2�9z S�TfOn NIS R--Coniroio SIP i ... 5£'-1 i 5W.P.•. 131..31 Scare W., v;- u -t -0 �RC3ntr cry S S pa rt r.2Wny;<!r -SIP- en;; f Srrun k'cniancr { f i•: ^CGn:tG J ' cgcr< Conl:.n,:oos, . £CRigF;r,� Uy Gi1C:r 5. S� 1" nt�N. 1 w�(j• Scare W., v;- u -t -0 �RC3ntr cry S S pa rt r.2Wny;<!r -SIP- en;; William C Prechter PE PO box 454 Nevada City CA 95959 530 272 0332 Title: Dsgnn Project Desc.: Project Notes: Job # ,1 Printed: 1 MAY 2008 WOOD Column ENERCALc,INC:1983-2008, Ver :6.0.18; N;44336 Description : tall stud General Information. , Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned 1.50 in Allowable Stress Modification Factors Overall Column Height 12.0 ft ( Used for non -slender calculations ) Area Wood Species Douglas Fir - Larch (North) Wood Grade No. 1/No. 2 Ix Fb - Compr 850 psi Fv 180 psi Fb - Tension 850 psi Ft 500 psi Fc - Prll 1400 psi Density 31.57 pcf Fc - Perp 625 psi 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Basic 1600 1600 Minimum 580 580 Load Combination 2006 IBC & ASCE 7-05 Use Cr: Repetitive ? Applied: Loads Code Ref : 2006 IBC, ANSI / AF&PA NDS -2005 Wood Section Name 2x6 Wood Grading/Manuf. Graded Lumber Wood Member Type Sawn Exact Width 1.50 in Allowable Stress Modification Factors Exact Depth 5.50 in Cf or Cv for Bending 1.30 Area 8.250 in^2 Cf or Cv for Compression 1.10 Ix 20,7969 in^4 Cf or Cv for Tension 1.30 ly 1.5469 in^4 Cm: Wet Use Factor 1.0 0.36074:1 Ct : Temperature Factor 1.0 Governing NDS Formla Comp + Mxx, Cfu : Flat Use Factor 1.0 Axial Kf : Built-up columns 1.0 N'Ds i5 == 1600 ksi Use Cr: Repetitive ? No Brace condition for deflection (buckling) along columns : Applied My X -X (width) axis : Fully braced against buckling along X -X Axis 618.035 psi Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling =12.0 ft, K =1.0 Column self weight included : 21.7044 lbs " Dead Load Factor AXIAL LOADS ... +D+W+H Axial Load at 12.0 ft, D = 0.150 k 12.0 It BENDING LOADS ... 11.6364 psi Lat. Uniform Load along Y -Y axis, W = 0.0160 k/ft DESIGN SUMMARY Load Combinatlpn. Results Bending & Shear Check Results +D PASS Max. Axial+Bending Stress Ratio = 0.36074:1 Load Combination +D+W+H Governing NDS Formla Comp + Mxx, NDS Eq. 3.9-3 Location of max.above base 5.9597 ft At maximum location values are ... 0.0 ft Applied Axial 0.17170 k Applied Mx -.0002880 k -ft Applied My 0.0 k -ft Fc: Allowable 618.035 psi PASS Maximum Shear Stress Ratio = 0.064646:1 Load Combination +D+W+H Location of max.above base 12.0 It Applied Design Shear 11.6364 psi Allowable Shear psi Load Combinatlpn. Results SFO Service loads entered. Load Factors will be applied for calculations. Maximum SERVICE Lateral Load Reactions . . Top along Y -Y 0.0960 k Bottom along Y -Y 0.0960 k Top along X -X 0.0 k Bottom along XA 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y -0.22676 in at 6.0403 ft above base for load combination : W Only Along X -X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable sVesses ... �FEpSS Bendi. �OCf or Cv : Size based factors 1 1 Maximum Axial + Bending Stress Ratios Maximum She c I V I Load Combination Stress Ratio Status Location Stress Ratio Status o SFO +D 0.033676 PASS 0.0 ft 0.0 PASS +D+L+H 0.033676 PASS 0.0 ft 0.0 PASS 12.0 ft +D+Lr+H 0.033676 PASS 0.0 ft 0.0 PASS 12.0 ft +D+W+H 0.36074 PASS 5.9597 ft 0.064646 PASS 12.0 It +D+0.750Lr+0.750L+0.750W+H 0.27084 PASS 5.9597 ft 0.048485 PASS 12.0 ft +D+0.750L+0.750S+0.750W+H 0.27084 PASS 5.9597 ft 0.048485 PASS 12.0 ft +0.60D+W+H 0.36002 PASS 5.9597 ft 0.064646 PASS 12.0 ft Maxim u1T1,ReaCtl :.. tUnfactoredF Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Load Combination @ Base @ Top @ Base @ Top D Only W Only 0.096 -0.096 Nq William C Prechter PE Title: Job # PO Bdx 454 Dsgnr: Nevada City CA 95959 Project Desc.: 530 272 0332 Project Notes Printed: 1 MAY 2008 Description : tau stud Maximum Reactions;` UpfaCtored n. Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Load Combination @ Base @ Top @ Base @ Top D + L + W + Sl2 0.096 -0.096 D+L+S+Wl2 0.048 -0.048 k�Maxlmum D�efl66tl66s{forL6ad Combmatfons UnfactoredFLoads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000 It 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft D + L +W + Sl2 0.0000 in 0.000 ft 0.000 in 0.000 ft D+L+S+Wl2 0.0000 in 0.000 ft 0.000 in 0.000 ft >x Sketche'; ��? S C Ui 2x6 Tu FftJ 0.02kif Loads are total entered value. Arrows do not reflect absolute direction. gVtor ESSIO % pM O PRF F � 2 w P m * ' 693 p u, p. 6 0 71>1 C 1 V I O��~ OF CAt Z� U Precision Design Builders, Inc. Steve Becker Construction Management September 8, 2008 Jim Peterson Butte County Building Department 7 County Center Dr. Oroville, CA 95965 RE: B07-2468 12226 La Porte Rd. Clipper Mills, CA Jim, PI D'Z�iup ZO08 SE$y�cz? Per our conversation last week regarding the change of plans for the Beauchamp cabin, I have enclosed 2 sets of revised plans, new energy calculations and revised engineering. Should you have any questions or need additional information please contact Steve at the numbers listed below. Regards, Susan Slate Steve Becker — 530-362-2783 Office 530-272-8394 Email — steve _Drecisiondesignbuilders.com P.O. Box 2552 448 Colfax Ave. Grass Valley, CA 95945 CA Lic 832225 FL Lic CBC056079 . 530-272-8394 fax- 272-8397 �SSiS � w �Z ft) t• � lJUA L i -)d -mise-. �'rllb114.'9 rjn J03 ;.IU3 AJ ""Ma -1 'o f`ati, arJ 101 G'ir'o 10 epw-f - rt' pnib:fsr 1 Ae ,.' 3' i ( nolfs G'.v% *:U^ lu!' 1,3i '{411$(19 Y.'c;-z r'rlf:l civ -.i1 70 i - a i :)vsrt i ri4dis) L'. ;f,('JUR9:j IC CIIIOO<;.94!EWSP L', -.v billc)(l;a p(1419erp,n La,9'1 L04 )i£) i`J1�'1f 1�3i i'i^I 0��'E iUafv' !o6j jo-) -B7iy iEz ' x)tt . 1 0, A :V,j PN Receipt Number: B8560 Permit Number: B07-2468 BUTTE COUNTY RECEIPT 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Date Paid: 09/11/2008 Received By: TMP APN:073-410-006 Pay Method: Check 1123 Paid By: PRECISION DESIGN BUILDERS, INC Printed: 09/11/2008 4:33 pm Fee Description Account Number Fee Amount DBOMSC Splmntl PC 4+ Pre/Post 0010-440001-4210501-101001 $118.98 Total Fees Paid: $118.98 BUTTE COUNTY Williarn. C. Prechter SEP 11 2008 Civil Engineer POB 454 Nevada City, CA 95959 DEVELOPMENT (530) 265-0355 SERVICES September 5, 2008 RE: Building permit # B07-2468 . To Whom It May Concern: The following page shows the shearwall and holdown requirements for the conversion of the in progress residence from SIP wall construction to conventional stick framing. The shearwall nailing is specified on the current plan set. If you have any questions or concerns feel free to contact me. QROFESSIO C . Pl? F Very Truly Yours, m o Ex . 6/30/09 Q 9 F CIV IV FO��• William C. Prechter. P.E. OF CALL Specializing in residential structural engineering. New construction, remodels, additions L retaining walls. . Wall Shear APN 073-220-006 WIND PLATE 10555 wall weight 11 wall height 9 Wall line. Structure width Tributary shear Total wall length Short wall r Wall shear resistive End uplift Wall Type hoidown HOUSE FT Width, FT FT FT pif load A 40 20 .18 6 0.28 293 50 2192 B phd2 B 40 20 8 8 0.63 660 50 .5341 T edge srtuct t phd6 1 31 9 8.5 4. 0.34:. 361 50 2947 C phd2 2 31 15.5 18 9 0.28 293 50 1968 B phd2 3 31 8.5 8.5 4 0.32 340 50 1621 B phd2' QRpFESSIp�\ P� C ?R (� r p 0 U, Ex . 6/30/09 Q CIV 1� OQ�ti OF CAC1� 41 William C. Prechter Civil Engineer POB 454 Nevada City, CA 95959 (530) 265-0355 January 28, 2008 RE: Building permit # B07-2468, CA To Whom It May Concern: 5) The footing has been, extended to be underneath the wood framed portion of the Shearwall. The shear transfer was actually indicated with notes, see structural note 4, we have clarified this with a detail, detail 2 page 8. 7) Initially we had an option for a steel beam. This is not going to be used. 8) Higher shear values are achieved based on SIP technical bulletin #2030, see attached. 10) The 3x framing is based on my shear schedule, which covers values up to 375 plf. A� 11) Please see structural note 3, the wood portion is a 2 sided B nailed shearwall. 12) Please see structural note 5. Also I have made a revision to page 4 of my calcs, please see revised page. 13) O.k., Now included 18) Details 16 and 17 have been modified. Detail 2 has been added. Very Truly Yours, William C. Prechter P.E. BUTTE BUTTE CWN 9 Y ®IJIVTY BUILDING ®I�'ISII MAR 14 2008 APPROVEED DEVE�, OPMENT SERVICES Specializing in residential structural engineering. New construction, remodels, additions L retaining walls. '"! I technical bulletin eoly . subject: Diaphragm Testing date: August 1993 (Revised May 1999) AFM R -Control has conducted extensive evalua- tion of R -Control SIPs used as diaphragms in structures. Diaphragm applications include both wall and roof assemblies that are sub- jected to seismic or wind loads. Through large and small scale testing con- ducted at the APA laboratories using an inde- pendent structural consultant, AFM R -Control has determined that R -Control panels can de- velop design diaphragm capacities of up to 750 lbs/ft. Greater capacities may be possible, but would require additional testing. Determination of the intended load condition is essential in developing the proper fastening patterns for splines and panel attachments. The engineer of record is the source of this design information. Once a design shear value is established, a corresponding fastening pat- tern can be designed usingthe following lateral load capacities: R -Control Screw Fasteners 250 lbs. 8d nails @ surface splines 62.5 lbs. Note that these design values have a load factor of three on the ultimate load. The above num- bers are for design based upon wind or seismic loads. For example: To obtain a design shear capacity of 375 lbs/ft, three 8d nails per 1 foot should be used for spline connections each side of the panel (i.e., both faces). This will give a total of six nails per foot when both faces of the panels are consid- ered. As an option, in commercial applications, the use of only a top spline with six nails perfoot will achieve the same capacity. Note that only commercial applications have the option of us- ing a top spline only. In either situation, R - Control Screw Fasteners will be required @ 8" o.c. to attach the panel to the underlying sup- port. In all diaphragm applications the design of the lateral load resistingsystem must be engineered to provide a load path for the forces that the structure will develop. This is provided by the engineer of record on the specific project. TNV �El�,�±C±OU BUIL ^ WASION TOO AFMO Corporation Box 246 Excelsior, MN 55331 Phone 800 255 0176 Fax 612 474 2074 onvany Jan 28, 2008 Designer 6:42 PM Job Number : Stud check Checked By:____ Basic Load Cases BLC Description _ Categou X Gravijy Y Gravity Joint Point Distributed 1I- pointdist None I I 1 1 Member Distributed Loads (BLC 1 : pointdist) _ Member Label Direction Start Ma de ft ] End e[k/ft ... Start Location[ft,%]_ End Location [ft. °• /ol F 1 1 M 1 X .02 .02 0 � 100 7771 Member Point Loads Member Label Direction _ Magnitude[k k=ft]_ Location[ft_ %]_ No Data to Print ... Member Wood Code Checks (By Combination) LC Member Shape UC Max Loc ffl Shear ... Loc[ft] Fc' ksi FFtt'[ksil Fib' ksi] Fv'[ksi RB CL CP Egn �1 1 M1 2X6 451 6 .230 0 I .657 I .8781 1.3 F.095-15.4161 1 1 .3981'167-3 .' nstration Version 8.0.3 Page 1 Loads: BLC 1, pointdist Results for LC 1, point and wind -.151 \ sy \ ..Y ,r i= 2tU \ \ Rof ESSOc. No 6 0 9 Q ti 60 Loads: BLC 1, pointdist Results for LC 1, point and wind Wall Shear WIND PLATE wall weight I 1 r wall height 9 End uplift Wall line Structure width Tributary shear HOUSE FT Width, FT A 40 20 B 40 20 1 31 9 2 31 15.5 3 31 8.5 10555 Total wall length Short wall r Wall shear resistive End uplift Wall Type holdown FT FT pit load 18 22 0.28 293 50 1000 S/B csIb/sthd8 8 8 0.63 660 50 5341 S4/E structl phd6 threaded rod 9 9 0.32 340 50 2394 S2 mst37/phd2 18 9 0.28 293 50 1968 S mst37/sthd8 8.5 4 0.32 340 50 1621 s2 csl6/sthd8 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION " BUILDING " PLANNING August 30, 2006 Betty Ann Beauchamp 991 Old Neumann Road Rescue, CA 95672 Re: Review of parcel creation for APN 073-410-006 Dear Mrs'.' -Beauchamp,' Thank you for the submittal of the creation deed (Book 216 Page 119, 7/21/1926) for APN 073- 410-006. The Department of Public Works (Land Development Division) has reviewed the deed and determined that it was a valid creator of the parcel. This determination means that the parcel has the potential to be developed. Any residential or accessory structure proposed will need a building permit, which requires clearance from the Building Division and the Department of Environmental Health. For your records, I have attached the submitted deed with the Department of Public Works comments. If you have any questions regarding a building permit, please contact the Building Division at (530) 538-7541. If you have any questions about septic or well permits, please contact the Department of Environmental Health at (530) 538-7281. Sincerely, Mark Michelena Senior Planner Enc. a ------------- STATE OF CALIFORNIA, ...........I..................................................................................................... ss. Countyof ............ .................................... ® in the year one On this ................................................:�----------------........day of........................................ ................... y thousand nine hundred and.. :.-.. ..., before me,..............................................................................� a Notary Public in and for said.................................County, residing therein, duly commissioned and swo , ersonally appeared...........................................................................:................................:........... ......................................................... ................................................... ............... .......................................................................... known to me to be the person.<�vhose name.........r .0 ........ subscribed to the within instrument and......` ... he, ......-. ..acknowledged to me that ...... --,.....he .... ................. executed.the same. 34n witateos wllerknf. 1 have hereunto set my han and affixed my official seal, at my office in the..5qA.County Of......:�......-,�........................... the day and year in this certificate firstabove ritten. .................................................... ............ ........... ......... .......... Notary Public in and for said County of...... ............. State of California. IV oto o, , �i N O : 4 -moo d •� w o I �I Zs U j( i------- RECEIVED r AUG `- IVU:' ; COUNTY OF BUTTE UND DEVELOPMENT Div. ' . 1 N k � M r; , a - 0 U IV oto o, , �i N O : 4 -moo d •� w o I �I Zs U j( i------- RECEIVED r AUG `- IVU:' ; COUNTY OF BUTTE UND DEVELOPMENT Div. ' . 1 N k � M F .i , IV oto o, , �i N O : 4 -moo d •� w o I �I Zs U j( i------- RECEIVED r AUG `- IVU:' ; COUNTY OF BUTTE UND DEVELOPMENT Div. ' . 1 � tt13 �i��>'lif re made this ............T15:.ent. y.....Flf.th.......... day o in the year of our :.o' d one thousand nine hundred and ..... twen.ty...... si.r.....................................between :.;; :._ .... Rui.ua... J.......Bsa11........... (.a..... .ingl.e...maz�.. ......:............................................................................................................................................................................................... .......................................the f• o the first part, and _ Elizabeth ... .P eE f er.... S chot, t....anci ... Bertha ... Yef.f.e r.....McCoy-cu�rr.�r.e.�...� To;aen.) ......... ::.. .alid...1wia... .P..`ef fuer.....Ri.cherson.....(.a...w.i.rio.lt) .................................................................... ..... _........ .`y„_. ........the parties..of the second part, Mitnessetlt_ That the said party ...... of -the first part, for and in consideration :of the sum of ........................................................ ................................................. Ten. ......................................................................................................... Dollars ..... ........................ Gold:_..Cain........................................_.of the United States of America, tohihr. in hand paid by the said partka .... of second part, the receipt whereof is hereby acknowledged, °e-sby these ipresents, grant, bargain, sell, convey and confirm unto the said parties..of the second part' E and tothwlr...heirs and assigns, forever, all......................................................................:.......... t ..................................................................................................... that..certain lot ..... .piece........ or parcel ......... of land situate, g .County of Butte, State of California, and bounded lying and being in the .............................:.................... and particularly described as follows, to-wit .•...Thal .... c.e.r..taIxL... .iot..... oxxe...h uij�e�t...fe:et sgua: e.,.star.ting....at.--ca----paint...tweaty....six....degree.s....Ea.s.t....of....P ort1 , S ht si x fe.et.... txio.... inches .... ci.s.taiit.....fr-ram.... the... Nor..thweat...Carne.....of concrete base of a........................ NN ;firepla-ce.... on_ln-terlor.... ai.... said ... lot.,.th.erice...o.ae.... Ulldred feet South by ...................................................... . sem' twenty:....eight.... degre-e.s.... and ... thir..tit... minute.z...�ie.s.t;.thence.. one hundred feet ........................... E ` s Ea:st... b f....twenty.....eight....degre.es....and...th.l t-y...minu te.s... South ,thence one .................................................................... hunched... f.e.et...Ilt.or-.th... by.....tw.en.ty......eight...:. e. rgeq---anti .thirty minutes East, ith.en.�,e...ox�e...-11WI-dred,...feet....t g t...by.....twent;� eight degrees and thirty ............................................... . airu.t.es.....No.r.th.... t.A.... t.he.... pQ�,.n.t.....af..... s�arta,n�.Vai:iation eighteen degrees East ....... Oa d...Lo t....Is....si-tua U, e... in.... the .... mouth)xea.t...Quar.ter....of.... the. Northeast Quarter, ................................................ b of._..ae-ctlon....Two...Toti� Nineteen �?orth... Range ...:.Seven_..Eas..... l.t .D.ialo base and ... meri.dJ_an-,.and-..i.s.... six .--hundned-...fe.el.... mo_.r-e....ox._...l..es.s.--in an Easterly ..... .. . ........................... ;direction from the. Southwes . corner of Fdi uthwest Quarter o. true' ....------------------------------------------------------------_...........:......----.........-----------...................................................--------- . - - - . augrt4er with all and singular the tenements, hereditaments and appurtenances thereunto be- longing, or in' anywise appertaining; and the reversion and reversions, remainder and re- mainders, rents, issues and profits thereof. Go n ave Hint to alb all and singular the said remises together with the - � 1! � g premises, g appurtenances unto the said partles:of the second part, and to.....-_--th.eirtheir ........................... and assigns forever. ................................................................................................................................................................................................................................................ _...................................................................................................................................................................................................................... - ............ ; 3Jn 30itness w4erraf, the said party ..... of the first part, has............ hereunto set .... r4i s ............................... 73-41 PTN. SEC. 2, T.19N. R. 7E. M. 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