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HomeMy WebLinkAbout040-280-105COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ► ?' (Rev.12/96) " APPLICATION AND PERMIT J ASSESSOR PARCEL NUMBER 040-280-105 IONING BUILDING PERMIT OWNER WEINRIECH KARL & ANITA TELEPHONE 342-4201 SO. FT. OCC. BUILDING VALUATION 66-3 R3 39YR0900 OWNERS MAILING ADDRESS 9153 MIDWAY, DLMHAM, CA 95938 96 C 1248-00 CONTRACTOR'S NAME DAVE DUISENBERGE TELEPHONE CONTRACTORS MAILING ADDRESS 4515 ORD FFRIRY RD 04WO; CA 9599A CONSTRUCTION LENDER Fireplace 1500.00 LENDER'S MAILING ADDRESS Total Valuation $ 63 550.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 477.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $310.38 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $830.88 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 8.0 Solar or heat pump water heater 23.00 Water piping 15.00 LS X9 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ENLARGE MASTER BEDROOMS CONVERT LIVING TO DINING & MODIFY KITCHEN & GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 5-00 Mobile Home T`SJ G I W I @20.00 PERMITFEE $93.00 ELECTRICAL PERMIT Fling Fee 20.00 '23.0023. Main Service zoOA OR LESS 00 LICENSED CONTRACTOR'S DECLARATION 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, force and effect. and my license is in f �Zz License Class Lic. No. .s�► OWNER -BUILDER DECLARATION' hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO +o�A 46.00so WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & A.C. BLDS. SO 3.50FT. 3.20 NON-REOSID. MULTI -OUTLET 97,50 8 PSINGOUTLET OWELER APPARATUCIR.S Ex. OCCU GLrnEr DR FaTUREs 20 (9 1,00 BAL (9 .50 FIXI Ex. Occup. oimFTs REa.OEE 5.00 Temporary Service 23.00 Mobile Home Facilites 20.00 Misc. Wiring 23.L023, 00 PERMIT FEE $66.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation i an a car ' and licy number are: Carrier Policy Number (rhe above sections need not be completed if the pe mit is for work o a valution of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workersmpensa ' n p isions of sect' n 3700 of the Labor Code, I shall forthwi c pli a rovisions. X ate -� �` Signat A p i caner ❑ Contr or ❑ Ag nt An OSHA permit is required for excavations o r 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation DllCtS 16-00 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $1091.88 HAI. I D. FEES IMP I FLOOD CDF PARCEL Po HD I ISSUE This permit is hereby iss ed under of the County C de and indic d a e wh' i`fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date /aa 3 613104 t. ReceiptNo. 316003Q5/ .�/ �` Si' WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR LDENROD-APP ANT .M. LI • r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �QJ�nr V `� ASSESSOR PARCEL NUMBER 0(40 ' of 90 —' D5 Proposed Building Use: • C�K.re.C.Y11 w i D Counter Technician:y Date: 9 Items r quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. i S f , k l .-lot planQnan;,Cor r 4 sets, signed by the preparer of the plans. Complete 4 sets, signed by the prepare`r of the plans. D Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. IV AID 6. Manufactured homes: (A) Data sheets acid installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ` /V61 T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet-stamped'and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Q _X� Remaining items needed to issue the ermit. (May require additional plan review upon receipt of the following items.) t6Sanitation es as shown on the attached Schedule of Fees Due Sheet ....................................... -atement of Intent for Non -heated and A/C Buildings .................................. "� .... .. and plot plan approval from the Environmental Health Department in (-^ ❑ 17. City of Chico Plumbing permit......................................................................... -❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... --❑ 19. Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. -0 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and°Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 2 . Existing violations and/or expired permits......................................................... ❑ Grant e , ❑ H. Title/Stent f Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ -� Other:_ ► When issued Telephone and hold for pickup. I have been infor d o the above i e n r quirements f r obtaining a building permit. / Applicant: ,Index permit application for the above items numbered: Plan Check Letter ditional items require . All Montra�cltor&' esigner, owner, w advised of a Bove data byne, ❑mail, ❑counter, by Date: esigner, owner, was advised of the above data by 2ephone, ❑ mail, ❑ co u ter Date: Plans reviewed by: �.; Dater 0, cl ,32— Plans approved by: - Date: s Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division L COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. PROPOSED BUILDING USE J ' F- 1. BUILDING PERMIT FFF_.c � --Balance Due .............. --Additional Fees Due.. --Additional Fees Due.. /Revised Plan Checkin; 2. SCHOOL DISTRICT (paid at District Office) A.P. #0(10-a80- DATE '?— 11 W_ RECEIPT # DATE REC. 3. SHERIFF FEES (paid at Building Division) Residential ...............................:.... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. ,� Amt. AP5KV ECREATION DISTRIJQT ktxAj Pi 6 - Z 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER a14 M-60s, time of permit applicati , I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during a plan the kin ocess. l APPLICANT C. DATE Pursuant to Government Code Section 66020, youe hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) TO: Building Depar r ent FROM: Environmental Health SU ,jBJEC`T: Sanitation Clearance .. . E.H. USE ONLY Blot Bien AcnecMd Floor Blinn Acne o Sent to G.D. , 4 LC --- // LEI gwke-l& Owner Locati n AP# Plan Approved for: Sewage Disposal f/ Water Supply: Public Private Well Clearance for dwelling. Other final for:�/��Z�����1/, K. for: NOTE: Environmental Health Specialist Date 8/96 DELETE THIS 2s'S", SECTION OF s's PORCH r — — — — — „ ADDITIONAL PORCH MASTER — — — Floor reglster — — — - - - 41 IN --5088 - �55e6 BED ��8068 , ----- - - -- { � i ROOM & - - - ---� 126 ,s' /,3„5 r '° l BATH ADDITION ' M (} f 4040 8068 S 8068 j Floor register , —fj 7,,,2 3 s�� 30',0°s ADDITIONAL i �, �. ,6'„", k - 8'T'4- - - I AREA FOR 4— as m 4---- k cn DINNING & "MOs x 4' � 3 _ _ bRl sky lites �, � � �" � N KITCHEN 302 M C i- - V 2 0�'` +� co co 0686 co Q OD mO v,n----------- ---- - ---- �� o m vN N 3468 p� p Lam' 5040 3030 5040 5040 APPROVED Butte County Environ Big NM FLOOR PLAT/4” SCALE I— — 161_ ENVIRONMENTAL HEALTH SEPI 1 2002 CHICO, CALIFORNIA J r _ j , L•. 1 a _crto rr n� tz 3331 yj .J t� 259.81' TURNTREE CT N \ j EXIST. O 1 FENCE TYP. WELL OU) PORCH ADDITION ' ADDITION \ EXIST. PORCH 1 O GARAGE REMOVE \ IT STRUCTURE / Lr)EXIST. ` SEPTIC TANK M \ 60'0"7 7 - APPROVED \ co O Butte County Envir n tal an D to \ /ADDITION ` Si a re 00 175'-0" SITE PLAN REVISED 5/25/03 -------= TO SHOW EXACT LOCATION OF EXISTING LEACH FIELD AND ALTERNATIVE FUTURE LEACH FIELD 14 r� MAYA- g 203 CHIC' C FORIvi, y 48'6 — EXIST. 52'8 HOUSE _ log O,-----=—�-- EXIST. LEACH LINES 42'0.,n a� NEW ALTERNATIVE LEACH FIELD SEPTIC TANK \ �co Y. 143'—.5" M \ 60'0"7 7 - APPROVED \ co O Butte County Envir n tal an D to \ /ADDITION ` Si a re 00 175'-0" SITE PLAN REVISED 5/25/03 -------= TO SHOW EXACT LOCATION OF EXISTING LEACH FIELD AND ALTERNATIVE FUTURE LEACH FIELD 14 r� MAYA- g 203 CHIC' C FORIvi, y MOTION a Name E I N R E I CH KARL H $� AN I TA K Asmk #1040-280-105-000 Fee #P4-0-2-80-105-000 Status JACTIVE Status Date 14/11/1988 Addr1 19153 M I DAY . Tax 050INORMAL OWNERSHIP TRA1070-002 - Addr2 D U R HAM CA 05938 Situs [9153 MIDWAY D U R HAM Addr3 Base D t Addr4 Land 38;858 � Timber Preserve Structure 58,304 � AgPres Comments JOUT OF 040-280-080 Fixtures 0 E tal Creating D oc# 1985R 20651 D ate 4/11 /1988 N otes G rooming 0 - Current Doc# 11985R 20651 Date 7/28/2002 1 Bonds Total L&I 97,172 0 Killing Doc# I Date multi Situs Fix. RF � Flag1 MH PP 0 Asmk D esc19153 M I DWAY S uplCnt �Q Flagg PP 0 Zoning D well 1 910 MH E xempt 7,000 Acres/S g Ft 1.01 N /C 040 F Asmt PP Pen Net 1 90,172 F Tax PP Pen RSC# r Appeal Pending T /R D t Split Pending R /C S tale PHS' OWN EXP TAX H H N ATT SIT APR PRL �' Find . - N �3�Y ,.+'�1�t"'�'•iii..�t7�3Ys4'�r�'M?i"+y;�•"�V;�'i`tyiry�i'i=�•*�r�ijr.:w"'1-6 ....- ..•r-- ' i ]��% `'1'�TrT�"K«+ri,1�t-�i �i..'�^'�d)'� �7E�''u'"3�' lrs�.•ti!-i.^ti�i -..- N•�,�..1 BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): 71 J0r� aada, Project. Location/Address:/���� `��'%i��GI Y�(�0 �l �A r�/-1 (%,`�; Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): New Development Alteration/Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Comments: Building Division Representative Date Durham Recreation and Park District (DRPD) certifies that ka(l Ir kiore-irk 3�2 y2 1 Applicant Phone Number Applicant Name Street Address 6/ Vx- City State p Code has complied with the requirements of the Butte County,Board of Supervisors Resolution No. 93 - 114 by payment for (o(p square feet at $ 1.04 per square foot for a total payment of$ NI4 0 A(I a D ' D Representative PAID BY CHECK No.: "BANK'No.: 20-35M .PAID BY CASH RECEIPT No.: _L4 _X-03 Date Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Dh (h, /-n A.P. Number n /Vo ---� W-105 Jurisdiction:., City Property Owner Property Location/A< Subdivision . Building Department No. ., ©County Lot No. Residential Development �/ ................................................................................................................. : € Sq. FootageNo ' of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # r (State) (Zip Code) Chas complied with the requirements of Resolution No. ...................................................................................................... '(No foundation inspection): Commercial/Industrial representing (O (O Sq. Footage AB 2926 4 1 r New eRoofed Addition a i s FULL MITIGATION $ _(Including Exterior Areas) School,District..Representative ? Building Department District Identification No. (floor Plans reviewed &,,2 3 4 . School District Personnel) School District certifies that Date ARL tQC—/AJR6rcc4 Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, 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 Environmental Quality Act (CEQA); this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pinki(school district) -f feeformAs (10/98)dmm r Feb 01 02 08:13a P.1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 RMIT (Rev. 1219,6) APPLICATION AND PERMIT �Z " KASSESSORPARCELNUMBER O� �d _ :D BUILDING PERMIT Oslo- OS � -1- - - OWNER TEL.EPNONE ga, 17, OCC. BUILDING VALUATION ow S MAILING ADO w S -•--- r... 1_._ 3 •OO 3 5�i38 - - - a,00 iorrr s NAME TeLEPj "Q gQ i S f — o? Q • Ui� nt'l- CONTF7ggLINO 5AMU--- - -CONSTRUCTION LENDER I ._- LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee �5 $ _ 20.00 AACMTECT OR ENGINEERS MAILING ADDRESS Permit Fee J J $ Plan C heckina Fee lo S BUILowo. ADDRESS- 5� Energy Plan Checking Fee S a 3 , t3Ci PERMIT FEE $ _ LOTNO. SUSDNISIONSNAME PARCEL MAP >_ 9 PLUMBING PERMIT Filing Fee 20.00 0� USEOFSTRUCTURE 1.O Each Trap 7.00 , Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 $ O TYPE OF WORK sp Icvv Each gas water heater or vent 15.00 Gas i in system 1 - 5 outlets 15.00 Now ❑ Addition ❑ Remodel ❑ Utilities//��❑ Instnpntion ❑ Other ❑ Buildingsewer 15.00 Describe Work: Q 4 %YlCip,�it, tCol ,�-,Q�n1,,,.�y (� � Mobile Home s G W Ca?20.o0 ° PERMIT FEE _ , -¢ ELECTRICAL PERMIT Filing Fee _20.00 Main Service eoov OR "N /�� -- s��.7� 2ooA oR L>:ss... 23.00 Ol�•t� �v V� /� •T %V Main Service 200A TO 1000A -/ 46.00 oR DONS'. ' WGUPSO. 0AO 3.5Q NEW Fr. IYON•Aesio. MULTI.OUTLET (07.50; 5Fac. Occup. ovnerc ' o:mew 5.00 _ *PEP AIT FEE PAID S r Temporary Service 23.00 _ SRA . . Mobile Home Facilities 20.00.-.- I�A Misc. Wiring 23.00 SHERIFF 3�u OTH : PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Healing Cooling Hood 6.501 Ventilation AMOVNT, RECE MI> ; Lq I d . L4 .� y q� "Baoovllwl� 1� PERMIT FES S S � t7 O / Mobile Home Installation Fee $ �J Al Energy Inspection Fee $ l f , *REC�T Nu�iW (a 6 3vi S e3 ° TO L FEE $ T 1A • O KM Iwo r CO_ MA2 0. FEES CDF ND ISSUFT This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-pald. By Date _ ReceiptNo.PERMIT EXPIRES ON WHITE-D.O.S.-B.D. CANARY•ASSESSOR PINK•INSPECTOR GOLDEN ROD•APPLICANT ' ' 1 December 19, 2002 Dept. of Development Services Building Division 7 County Center Drive Oroville, CA 95965 RE: Assessor Parcel Number 040-280-105 Building Permit Number 02-2527 Attn: Rick Trent, Building Inspector Philo Hunt, Plan Check Engineer In response to your comments in a letter to owners Karl & Anita Wienriech, dated October 9, 2002, the following information is provided: 1) The shear wall schedule is located on the lower left corner of sheet #6 and Locations are shown on both sheets 6 & 7 w0call out AzM 2) Dimensions with 3 number represent dimensions to 1/8 of an inch. Example: 30' 10" 6 = 30 ft -10 and 6/8 inches 3) The existing water heater is located in the garage — see attached plans, 2 copies. , Sincerely, avid C. Duis nberg General Contractor Lic. W 432619 0 1?I UF'� "Cot.30-,"02 08:51a �4,.. r Date 10.09,01, Karl & Anita Wienri.ech 9153 Midway Durham, Ca. 9593E Department of Development Services Building Division 7 Ccunty Center Drive O.oville, CA 95965 (530) 538-7541 (530) 5A-2140 FAX Assessor Parcel Number: 040-2801105 Building Permit Number:02-2527 Thank you for Submitting the plans for your building project. Tne plans have been reviewed, and the plan examiner's continents are listed below. Please respond in writing to each item by M, completing and returning the enclosed PLAN REVIEW RESPONSE FORyour com6lete + and clear response will expedite the re -check and approval of this project. NON-STR.UCTURAI CU MNTS 1.) Provide a floor plan showing location of shear walls ( 2 copies i 2.) Provide explanation or correction of dimensions on fluor plan such as 16't 1 " i, 30' 10"6, 8'7"4 ect. { 3.) Show water heater location. ... 'r STRUCTURAL COMMENTS• • 1. If you wish to discuss any of these regtairements, please call (530) 538-7541 bevveen the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Rick. Philo will answer your structural questions. Piease refer to your Data Sheet for remaining non -plan cL•eck items. (You rece;N-ed this form when you applied for your perrniL) The counter staff will answer any question. concerning the Data Sheet. Rick Trent Building Inspector Philo Hunt, P.F. Plan Check Ettgincer of I )OR PLAN 1/4" SCALE 2726 sq ft EXISTING WATER HEATER . I _ I I. ,6070 )OR PLAN 1/4" SCALE L IVING AREA 2726 sq ft ----- i - I -- - - - - - ol '110 i �l �I EXISTING WATER HEATER i i I. i i i ,6070 i )OR PLAN 1/4" SCALE 2726 sq ft i Ii EXISTING WATER HEATER I I I I I Date,, 10.09.02 Karl &Anita Wienriech 9153 Midway - Durham, Ca. 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor -Parcel Number: 040-280-105 Building Permit Number:02-2527 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by . completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1.) Provide a floor plan showing location of shear walls ( 2 copies ) 2.) Provide explanation or correction of dimensions on floor plan such as 16'11 " 1, 30'10"6, 8'7"4 ect. 3.) Show water heater location. STRUCTURAL COMMENTS: 1. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Rick. Philo will answer your structural questions. - Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet.- �U Rick Trent Philo Hunt, P.E. Building Inspector Plan Check Engineer Z ©2 - 25-2--? 1 of 1 " • � ��'a 2 S"s/ C � , BALANCE OF FEES SHEET DATE: rr\ PERMIT ASSESSOR PARCEL OWNER'S NAME: - ( )ryre FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ f REVISED PLAN CHECK: $ , SHERIFF FEE (commercialon y) $ d V ! SRA: COPY FEES ($1 or more) DRAINAGE $f BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban _ EI Medio North Chico Specific_ $ WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTH R $ RECEIPT NUMBER(S) j . 6 Oq23 7 A PN Sife �dreSs' q I 53 YY�► �W�� Qvr�a � �5�3� payment ,�©�,,,� oc+ .o s + o �''r�et QNy (�ueSi-i nnS please- Co It .�3o-3yz-Kz o I 70(-) y -s -06 BUTTE COUNTY APR 0 6 2006 DEVELOPMENT SERVICES `* BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042877 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/01/2004 APN• 040-280-105-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 9153 MIDWAY DUR Date: Contractor. Map Index: Description: RENEWAL FOR 02-2527 OWNER43UILDERDECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WEINREICH KARL H & ANITA K permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 9153 MIDWAY signed statement that he or she is licensed pursuant to the provisions of DURHAM CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95938 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, 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 Applicant: WEINREICH KARL H & ANITA K Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 9153 MIDWAY such work himself or herself or through his or her own employees, DURHAM, CA provided that such improvements are not intended or offered for 95938 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor• DUISENBERG CONSTRUCTION not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). D lam Exempt under Article 3 of the Business and Profess s Code 4515 ORD FERRY ROAD ' CHICCA 95928 Date: / ° Owner: �� -fin-« �- (530) 3 (530) 343-8980 80 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #• 432619 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.Architect: O I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy#: Total Square Ft: 0 S. F. Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: o — 0 Applicant: ��/Z !��- WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of / 1 S ' cJ $ rj 6 1O • ► • dD-4 compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bette County Coda anfvor I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) B �,�`-� =' Date: /O Name: Y� PEPIRES ON: (' 10!5 67X Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of B to County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. K f i,�%�e r'ki v e l r, g ��- Print Name: Ui 1^ ✓` Signature: l Date: "ner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND'SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT.CLEARLY" OWNER Last Name11 .. II r Ua •e l first N Address 1153 1W,du,,)a City y, ha Al State Zip 59 Phone 53o,3 `l Z Y2 © Fa"S'3o E-mail APPLICANT SIG ATURE X For office use only: CONTRACTOR Name aV U► cL e- f, Address y5 l5 O R Fe_NN , 'co City C StateG Zip9E Phone 3 q,3 1 (� F�O Fax E-mail Planner Uc. # Class APPLICANT SIG ATURE X For office use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIG ATURE X For office use only: APPLI CANT NAME Name Flood Zone Address - SRA City No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIG ATURE X For office use only: Zoning Property Address 9153 P-110W^yAte Flood Zone Cross Street SRA Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPO- a67 BIN # LOCATION AP# o4m 7 S o •t o5' . Property Address 9153 P-110W^yAte C'it,, Cross Street 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 Description or Scope of Work: YZc—•n!G—w ��•35a Sq. Footage ❑ 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 by:"'/ 'Amount • SO Bldg Receipt # Q-( 2-712- I Date: fn • 1 _ O 9 - OVER FOR SUBMITTAL REQUIREMENTS 11 SRA Sheriff SMIP Other 'IS 8 • §! Total Dn/ 7 97 AA le SUBMITTAL & PERMIT REQUIREMENTS ' The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLEAND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ' ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Ketunas can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan ;heck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION ,AFORMSOUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-nd i11CI i I P-2, I is iIIs : r is .... .. ..nI .n,w7— I , I , .. 'I r r I rI I r II I I I I II I I I I r r I I . I I r L II I I : I I AM"I I: 1/I SCALE, �� L I 4 I I I II , I _ I I _ I I I I I L I I I III I I .I II _II r I I I I : L I II I I III 1 1 I I I II I I r I I I I I _ I _— I I I I r I I I I LI I I I I II I r I r L r I I � I I I I I I I I I I II , I I I' 0 F E5 5 ;. 1 o 1 I I I r I I I I I I I I I I I I I I I I I L r L I I r I I I I1 ; I I I I I I I L I 1. I o w � I kr 4 0 F I I I I I I I I I I I I I I I I i' I r 1 � I L,, I I 1 I I , I > I I L L I I I I a I I I r I I I °I I L 1 I I Z � I r I I I II' I I I r , II, r I I , I I , r r I I r I L I 20 8 h : r. � I'r I I I I I r I I I r I I L,, I I I r � 1 I I I I r L I I I L: I I I I �I I II I : I I I I I I i I I i r r I I I I : I I I I I I I I I I 1 I I I L I I I I.I I _ I I I I I I I I -I I_, L I r : r I I I , I I I I I I L I I r I ' I I I I I r I I II r I I , r I I I r r I I I I °I r I , L I I I I , I I I I r I L -r , , L I I, I I I, II I I I , I I I I I L I I I II I I 1 r r I I < I I I I L; I I I r I U 'd1C; I I I F 1 0 I I I L ; , I -Ir r 1. , _ n, I i ^r x 'I r i 1 a a I Y DANIELJ DOBBIE Pa e:3 Page: ®D� Professlonal En (neer ' Job No: 2029 -1 120 fair Drive I �,Date: July 2002 I o , CA 9507340707 Phone/Fax (530)3454743 pulsenberg;ChIo Remodel 1 RIDGE BEAM WER MASTER BEDROOM �CANTILEVER RIGHT END a ,I DESIGN DATAs u SPAN LENGTH (L) 14 FT CANTILEVER LENGTH' UTA TRIBRY WIDTH (W) 3.FT 13.25 3.225 TRIBUTARY AREA (Atdb) 2914SQ LIVE LOAD (LL) 14 PSF;' 'I i DEAD AD (DL)12 PSF LOAD TOTAL LOAD (TL) 26;00 .PSF ESTIMA ED BEAM WEIGHT va UNIFORM DEAD LOAD (v4) wdl; W " DL f wb' 0.025 KSF' 0X184 KLF UNIFORM LIVE LOAD (W11) TOTAL UNIFORM LOAD (wtq �0.186 KLF 0,370 KLF ' TOTAL CONCENTRATED LOAD AT CANTILEVER (Pcy ,0161 KI0S' RESULTS: RIGHT REACTION Rrt L FULL LENGTH ' 5.43 kips' LEFT'REACTION (Rlt),,;ck FULL LENGTH)) 2,08 KIPS LEFT (Rltd) (DL rD CANT,TL @ SPAN) 2.34 KIPS' k' 4 , LOCATION r.ERO SMEAR PROM LEFT'•5UPPPGRT (z) 8:33 FT LOCATION ZERO MOMENir FROM LEFT SUPPORT'12:86 FT � 7.4 PT MAXIMUM POSITIVE-�BENOING MOMENT (Mai-), KIP 6.9 KIP FT MAXIMUM NEGATIVE; BENDING MOMENT (M-) TRIALSIZE' it 3 1/2" x191/4" VERSALLAM 9125 IN I BEAM DEPTH (d) BEAM WIDTH (b) $.5 IN MOMENT OF;,,INERTIH' (I) ?.30:8 IN 4 51 RESISTIVE SHEAR BASE VALUE (Vr) ,CiP RESI$TI'�fE MOMENT BASE VALUE (Mr) 11.986 HIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DUFIATION FACTOR (Cd) (SNC; RGOF,EQ,IMP) 1.26° ROOF MAXIMUM SMEAR TO'LEFT OF Rr (VL) o $0 KIP: 4 'I MAXIMUM SHEAF TO1 RIGHT OF Rr (VR) I a il 12,00 KIPS 7.881 KIPS � OK FINAL RESISTIVE SHEAR (Vr`) Vr° = Vr Cd VOLUME FACTOR (OV) Ct k(1i2/d)",1 " (5,125/tt)A.1 " (21,I0)^.1 LOADING CONDITION FACTOR(k) !,� � 1'00 � DISTANCE ZERO MOMENT" MIDSPAN���(L'ms) �, � � 12:86 FT DIS ZERO MOIUIENT RI'GI-IT CANTILEVER (L'rc), I' �� 10,68 FT VOLUME'FA.GT(5R ms) MIbSPAN (CVmsj 1:122 i VOLUME FACTOR RIGHT CANTILEVER (CVtc) I 1.141! , I 1 RESISTIVE MdMENT',MIDSPdAN (MR"ms) 13.4 KIP FT OK RESISTIVE MOMENT'RIGH'i CANT; LEVER (Mi ed) 13.7 KIP FT AK i DEFLECTION MOSPAN: MAXIMUM hEFLECTiON (Dms) (TLms,DLcent): 0.593 1N DOWNI DEFLECT 6NISPAN RATIO 1' 284 DEFLECTION' RIGHT CANTILEVER: DEFLECTION (Dcaht) (bL s,TL,cant) 0,32 IN " DOWNMAXIMUM _ L�EFLECTIONISPANRATIO L '� 282 RIDGE'BEAM OVER 3 4l2" x A 1l41'_VERSALI,AM r D!ROOM' MATER BE . I I pp Iij � I I I'I a ' 1 qi ill I IDANIEL J. DOBBIG u . Pa e: 2 9 ISI N. Professional:Engineer I�' �I Nun Job No. 2029 ' 20`�Mayialr.DdVe ' Date July 2002 Chico; CA 95973-0707 ' Phone/Fax (530)-345.4740 icenlj DG '�y Remodel. r RQOF RAFTERS', 4:12 PITCH).t7VER;NIASTERIBED ROOM tEs1N '�baTa: HORIZONTAL RAFTER LENGTH (HL)l FT ' I RAFTER PITCH HEIGHT (P) (4:12,; P:4) Pl it SLOPE FACTOR'',(SF) � 11054' TRUE RAFTER LENGTH (L)!,,,13.97 FT ROOF DEAD LOAD (DL) LIVE 112(PSF 16 'PSF 'ROOF LOAD (LL) �� �, ° REDUCE LIVE LOAD FOR HORIZONTAL PROD. (LL') 15 -PSF TOTAL ROOF LOAD (TL) 27 ASF " RAFTER SPACING Wl, IN UNIFORM TOTAL LOAD (wil) 0.036 IKLO ( RESULTANTS. sEND REACTION (R) � �r 0 25 K1 PS � � MAXIMUM BENDING MOMENT (IVI) 0.86 iKIP FT - TRIAL RAFTER SIZE: i 2 x16,#2, RAFTER DEPTH (d) „ 0.513KIPS RAFTER'RESISTIVE SHEAR (Vr). RAFTER RESISTIVE MOMENT (Mr) 0.824 KIP FT 4 MOMENT OF INERTIA (I,) � MODULUS OF ELASTICITY (E) 20.791 IN^4 1600'KSI EI VALUE (EI) I,KSI I D' RAFTERVALUES:� �LOAD DURATION' FACTOR (Cd) „_s� 1.25�ROOF -MAXIMUM HORIZONTAL SHEAR (V)R �- vI " d 0.24x•' KIPS ADJUSTED !I•tESISTIVE SHEAR (Ve m Cd " Vr r h ADJUSTED RESISTIVE MOMENT (Mr') =�I,Cd " Mr �� (, , � OK 0.65; KIPSit 1.03, K{P IFT' OW � DEFLECTION: ' TOTAL LbAD DEFLECTION 0.933 IN SPAN/DEFLECTION RATIO (TQ� ` L'/' 180 AK ROO RAFTERS: F ,I # 2 2 x16 16" 0.c. i u I I � lit I � I � It �w it I I i DANIEL J. DOBBIE Professional Engineer, .o a9 e:8 No 2029 I ,aOb ! aa� 20 Mayfair Drive Y Chico, CA 95973.0707 Date: July 2Q02 Phone/Fax (530) 345-4743 DUISeflberg Remodel , SAWN WOOD POST AT BEAM OVERMASTER BED RO0 'N DATA: (RIGHT REACTION} UNITSDES[G 99NDS TABLE 413 DESIGN VALUES FOR VISUALLY GRADED TIMBERS I' SPECIES AND COGRADE: � DOUGLAS FIR - LARCH ii SIDE CLASSIFICATION: POST AND TIMBERS GRADING AGENf.Y: WESTERNWGOp PRODUCTS ASSOCIATION � COMPRESSION PARALLEL O GRAIN F c 1.000 KS I x MODULUS:OFELASTICITY(E) 1800000 PSI NDS SECTION 3,7.1 SOLID -COLUMN DESIGN: F'c= Fc((1 +(Fee/Fe))/2c'-(((1 +(Fce/Fc))/2o')^2-(Fce/Fc)/e�^0.5) SAWN LUMBER COEFFICIENT (c") � � � - ) VISUALLY GRADED LUMBER COEFFICIENT (Kce � �� 0.8 1, 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 � BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED, LENGTH(L�) �" �u �� 1,2.00 FEET EFFECTIVE LENGTH (le) LEASTOST DIMENSION 'd) (UNSUPPPORTED)� i ���� ! 144 INCHES � � 3.5 INCHES � le/d RAT10 � 41.14 SQ IN, 4x,8 PJSTA ( )'"CROSS,SECTIONAL AREA 25.375 DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 283.6 ALLOWA LE COMPRESSI N PARALLEL TO GRAIN,, Fo ( ) ' jl0 265 KSI KIPS ALLOWABLE POST LOAD (Pa) ACTUAL POST LOAD (Pae) (RIGHT RkACTION) 6.71 5.43 KIPS U'! POSTS• � NE 4 u 6 #1 .I li FOOTk6S AT POST DESIGN DATA: ALLOWABLE SAIL BEARING PRESSURE 1000 CONCRETE COMPRESSIVE STRENGTH (fo) „ 2500PSiF ' REINFORCING STEEL YIELb STRENGTH (fy) E0000 pS,l LOADING `DATA - DEAD POINT LOAD (Pd!) 2.70 KIPS LIVE POINT` LOAD(PII) TOTAL POINT LOAD (Pt)' �, 2.73 KIPS 5.43 KIPS ' FOOTING'�SIZE. FOOTING THICKNE33 (t} 12.00 IN' AREA REQUIRED FOR BEARING (Are q) �',� 5.43 FT^2 G SIDE LENGTH FOR'SQUARE FOOTING (L) • 2x33 FT 4 2.60FT USE SQUARE FOOTING SI2E:. FOOTING DESIGN: ^, REINFORCING DEPTH,,(d) d = H 2 - 3,5 STRENGTH REDUCTION FACTOR (phi) „ 0 9 (N ; b O D. _ di"1,4 ULTIMATE' EAb L A (PUdl) I�udi P 3,8 KIPS i ULTIMATE; LIVE LOACJ (Pull) Pull = PSI_* 1.7 4.6 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qU) � 1,347 K 3F 2,o MIP FT ULTIMATE MOMENT (Mu) REINFOCZCING STEEL RATIO (p) " ��i �O.00t1Z7 penin ; USE: REINFORCING STEEL RATIO '(p') p' = p� 1.33 Q.OQ038 0,092 IN^2 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) EACH As + 2 USE 2 4 WAY POST Fn GOOT 2' - 6" SQ,1112" 0.401Nn THK. W12 - #4 EA WAY I u li i i i i ,w i y a� DANIEL J DOBBIE Page: 13 Professional Engineer Job No: 2029 20 Mayfair Drive y Chico, CA 95973-0707 Cate: July 2002 i z Y .x Phone/Fax (530) 345.4743 Duisenberg Remodel y �r SAWN WOOD POST AT BEAM SUPPORTING ROOF BEAMS DESIGN DATA: (RIGHT REAOTION) UNITS 98 NDS TABLE 40 DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LAR,H t SIZE CLASSIFICATION: POST AND TIMBERS l GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/ Fc))/2c'-(((1 +(Fce/Fc))/2c')A2-(Fce/FC)/c')A 0.5) SAWN LUMBER. COEFFICIENT (d) 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce)' 0.3 COMPRESSION COEFFICIENT (Fee) Fce=(KceE)i(Ie/d)A2 BUCKLING FACTOR (Ke) •i.q DESIGN DATA: UNSUPPORTED LENGTH (1) 7.50 FEET EFFECTIVE_ LENGTH (le) 90 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 25.71 4 x 8 POST' CROSS SECTIONAL AREA (A) 12.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 725.9 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fe) 0.573 KSI ALLOWABLE'POST LOAD (Pa) 7.01 KIPS ACTUAL POST LOAD (Pac) (RIGHT REACTION) 5.44 KIPS NEW POSTS: 4x 4 #1 FOOTINGS AT POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH {f c) ' 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI - LOADING DATA; DEAD POINT LOAD (Pdl) 2.66 KIPS LIVE POINT_ LOAD (PII) 2.78 KIPS,' TOTAL PO . LAD PII INTO 5.44 KIPS MOOTING SIZE:FOOTING THICIEIVESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 5.44 FTA2 SIDE LENGTH FOR SQUARE FOOTING (L) 2.33 FT USE SQUARE FOOTING SIZE: 2.50 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t"12 - 3.5 8,5 IN STRENGTH REDUCTION FACTOR (phi) 019 ULTIMATE DEAD LOAD (PUdl) PUdl = Pdl a 1.4 3.7 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII 111.7 4,7 KIPS RESULTANT ULTIMATE SOIL PRESSURE'(qu) 1.352 KSF UL TIMATE MOMENT MU 6 2. KIP FT REINFORCING STEEL RATIO (p)' 0:00027 < pmin USE: REINFORCING STEEL RATIO (p') p' = p*1.33 0,00036 AREA O C t OF REINFORCING STEEL R .QUIRED (Asreg d) -D.D92 iN A2 USE: 2'- #4 EACH WAY As = 0.40 IN42 POST FOOTING: 2'. u'' SQUARE h 12" THK. W/ 2 - #4 EA WAY i I k S I I DANIEL J. '2OBBIE Page: 14 ryEnglheer - Professlona!20 Job No. 2029 Mayfair Drive pate: July 2002 t Chico, CA 95973-0707 Phorie/Fax (530) 345.4743 ' DUisenberg Remodel irr SEISMIC ANALYSIS SEISMIC FACTOR: V (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 1 3 NEAR SOURCE FACTOR (Na): 1 NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C); NOT APDL TYPE A i CLOSEST DISTANCESEISMIC SOURCE' NOT APPL 2, KM ' l' SOIL PROFILE TYPE (S) TYPE , `SD SEISMIC COEFFICIENT (Ca): 0.36 #VALUEI OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR (3.0 " Ca / R) ;1.1$64. x W BUILDING MASS IWI: ROOF: 3400 * .012 _ ° 40.80 KIPS ' INT WALLS: 006 * 8/2 * 78 * 2.25 _` 5.62 KIPS' EXT WALLS: 010 +,d/2 * 78 * 2 6.24 KIPS TOTAL 62.66 KIPS SEISIV,,'C LOAD (Vs): RIPS ! SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 7.39 KIPS REDUNDANCY FCTOR h = 2 -`20 / (rmax " Ab"0.5) 1.16 USE: p TYPE OF SHEAR ELEMENTS SH€ARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 12 FT LOAD TO HIGHEST STRESSED SHEARWALL (VsW) 5.17 KIPS - TOTAL BASE SEISMIC SHEAR (Vs) 10.34 KIPS FACTOR (rmax) = Vsw / Vs * 10./ Lsw 0, )2 GROUND FLOOR AREA (Ab) 3:00 FT^2 , AMPLIFICATION FACTOR tomega) 2.8 WIND ANALYSIS WIND PRESSURE (P): P = Ce Cq qs Iw WIND EXPOSURE, B EXPOSURE WIND SPEED: 75 ,MPH MAXIMUM HEIGHT QF STRUCTURE (H): 13 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXP( _ �@ SURE HEIGHT (� * Ge Cel , ABOV G o (FT) ) 40'- 60' h1 = 0 0.84 0= W. 40' h1 = 0 0.84 0.00 25'- 30' h2= 0 0.76 0,00 201-251 h3 = 0 0,72 0.00 15! - 20' h4= 0 0.67 0.00 0' - 15' h5= 13 0.62 8.08 TOTAL h'=:, 13 TOTAL (hCe) a 8.06 FINAL FACTOR (Ce'): Ce' = (,trl Ce') / h' 0.620 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF ' WIND IMPORTANCE FACTOR (Iw): 1100 FINAL WIND PRESSURE (P): 12.08 PSF - AREA OF WIND LOADING, BUILDING WIDTH (Wb) (AT GROUND LEVEL): 78 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 970 SQ FT - i ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 664 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.09 PSF WIND LOADING (VWI: 8.03 KIPS SEISMIC*p GOVERNS CHECK WIND OVERTURNING R DANIEL J. pCBBIE Pagle. 11 �D Professional Engineer Job No: 2029 x 20 Mayfair Drive k� Chico, CA 95973-0707 Date: July 2002 (530) 345-4743 Duisenbe� g Remodel SAWN WOOD POST AT RIDGE BEAM OVER GIVING ROOM , DESIGN DATA: UNITS 99 NQS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS ' SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) t COMPRESSION PARALLEL TO GRAIN (Fc) 1,000 KSI MODULUS OF ELASTICITY (E) 1600000 F81 NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2C'-(((1 +(Fre/Fr))/2c') ^2-(Fee/Fc)/c)^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kee) 0.3 COMPRESSION COEFFICIENT (Fce) Fcs=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 12.00 FEET EFFECTIVE LENGTH (le) 144 INCHES ,' LEAST POST DIMENSION (t1) (UNSUPPPORTED) 3.5 'INCHES le/d' RATIO 41.14 4 x 4 POST CROSS, SECTIONAL, AREA (A) '' 12.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 283.8 ALLOWABLE COMPRESSION PARALLEL TO GRAIN Fr P ( ) 0;285 KSI ALLOWABLE POST LOAD (Pa) 3.24 KIPS ACTUAL POST LOAD (Pac) 3.06 KIPS NEW POSTS: 4 x 4#1 FOOTINGS AT POST DISTRIBUTE LOAD TO CONTINUOUS WALL FOOTING P03T FOOTING, CONI iNUOUS WALL FOOTING a` ,f DANIEL J. ®OE� BiE �D r Page:" 15 � Profess o I nal Engineer ® 9 Job Na. 2Q2 9 E., 20 Mayfair DliVe Chfca, CA 95973.0707 Phone/Fax'(630) 3454743 Date: Jelly 2002 Remodel DUISBnberg DIAPHRAGMS & CHORDS I' ROOF DIAPHRAGM: I TOTAL LOAD TO ROOF (Vr): 8.5 KIPS DIAPHRAGM WIDTH A: 29 FT 1 I DIAPHRAGM LENGTHL O 66 FT � MAXIMUM DIAPHRAGM UNIT 'SHEAR (vmax): 0.147 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF I ROOF DIAPHRAGM: 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL '= 8d COMMON @ 12" o.c. ROOF CHORD FORCES: FIND CHORD FORCE AT SPLICE OF NEW TO EXISTING SPLICE DISTANCE FROM END OF DIAPHRAGM (D) 9.5 FT CHORD FORCE AT SPLICE (C=T): 1.19 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) - TOP WALL PLATE 27,2 x 4 02 .CROSS SECTIONAL AREA (1 - 2 x 4) 5.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (R) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.5 ' ADJUSTED ALLOWABLE TENSION (Ft') 11147 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 6.0 KIPS OK TOP WALL PLATE SPLICE: ALLOWABLE FORCE TO SIMPSON'ST6224' STRAP KIPS OK CHORD SPLICE AT NEW 2 - 2 x 4 #2 TOP WALL PLATES i PLATES TO EXISITNG: W/ SIMPSON'ST6224' STRAP DANIEL J: DOBBIE Page: 17 ® Professional Engineer Job NO: 2029 . 20 ,. a� '• w Chico, OA95973-0707 Dat®: July 2002 Duisenberg Phone/Fax (530) 345-4743 Remodel SHEAR WALL AT BACK WALL OF HOUSE EXISTING WALL HAS BEEN MODIFIED AND A PORITON OF NEW WALL ADDED SHEAR COLLECTOR WALL LINE DATA: V = 8.5 / 2 " 52/68 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.35 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT, 7.00 FT P2: 8.00 FT 8= FT TOT WIDTM = ' 15,00 FT RESULTING UNIT SHEAR AT WALL, LINE (v): 0.223 KLF' ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE'NAkL = 8d COMMON @ 6" ox. FIELD NAIL = 8d COMMON is 12" O.C. PANEL P1 DATA: (P2 SAME) PANEL WIDTH (W); 7 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1:56 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0,15 KLF APF—ED LEFT DOWNLOAD (Pld): 0.00 KIPS APPDED'RIGHT DOWNLOAD (Prd): 0.30 KIPS APPLIED RIGHT UPLIFT LOAD '(Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 12.5 KIP FT DEAD,. 1D RESISTING MOMENT (Mr): 5,8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 8.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.31 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ,' 496 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOW LOAD 5/8" A307'SOLT 10" INSET' EPDXY 7.666 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL" 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 1A35' CI.tiP TO BLK'G 28 " ox, USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " ox, USE: 28 OPTION TO 1/2" ANCHORS AT' EXISTING FOUNDATION' ALLOWABLE LOAD SIMPSON'UFP10' FOUND PLATE 1.34 KIPS MAXIMUM SPACING AT'UFP1'O' PLATE USE: 2-'UFP10' AT EACH PANEL ' ti s { I Pa1 ADI e . ADDITION WORKSHEETg _ t Project Title........ The Weinreich Addition Date..09/11/02 14:52:4 Project Address.... -9153 The Midway- ******* Durham *v6.01* Documentation Author... Marty Runnells ******* Bu-il�ng Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E P an_C eco Date Chico, CA 95926 530-894-8466 Fie check/ Date Climate Zone...... .... 11 Compliance Method.'..... MICROPAS6 x6.01' by Enexcomp, Inc. MICROPAS6 v6.01 File-02394EX Program -ADDITIONS User-MP1333 User -En o ing+Addition 'User -Energy Calculation Serv�c Run -.265 SF z;xist ADDITION/ALTERATION WORKSHEET COMPUTER PERFOPMA]ACE { EXISTING File Name. 02394EX -'1602 SF Existing Res. Conditioned Floor Area...: 1602 sf Standard Design Energy Use. 42.08 kBtu/sf-yr Proposed Design Energy Use. 144.96 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name...,...... 02394ADD - 2265 SF Existing,+Addition Conditioned Floor Area.....2265 sf Standard Design Energy Use. 38.98 kBtu/sf-yr Proposed Design Energy ,Use. 105.82 kBtu/sf-yr G, FLOOR AREA RATIO Floor 'Existing NeW Area � Floor Area Floor Area Ratio 1602 / 2265 0.707 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration ` Standard - Ratio Proposed Standard Design 38.98 + 0.707 x ( 144.96 - 42.08)- 111.75 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. } ADDITION/ALTERATION ENERG USE SUMMARY Addition/ Energy Use Alteration Proposed .npliance (kBtu/sf-yr) Design Design Margin New.. .. .. 111.75' 105.82 5.93 *** Addition/Alteration complies with Computl"�tJpj* ,0 P � F"PT% k , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1;, Project Title. The Weinreich Addit.'on Date..'09/13:/02 14:52:4 d4 dt. MICROPAS6 v6.01 File-02394ADD Wth-CTG11S92 Program-FORM CF-1R � User#-MP1333 Ue,er-Energy Calculation Servic. Run-2265 SF Existing+Addition FENESTRATION. Over Area U- Interior Exterior' hang/� Orientation (sf) Factor SHGC Shading Shading Fins Door Back (W) 53.4 0.55.0 0.650 Standard Standard None Window Right (N) 25.0 0.870 0.700 Standard Standard None Window Right (N) 12.3 0.870 0.700 ,Standard Standard None HVAC SYSTEMS - Refrigerant Tested ACCA 1 Equipment Minimum Charge and Duct Duct Duct Manual Thermostat !{ Type Efficiency'; Airflow Location R-value Leakage D Type t 8.00 SEER No Crawls ace R-2.1 No No Setback I UasACSpli 0,'750 AFUE n/a Crawlspace R-4.2 No No Setback Gas 0.750 AFUE n/a Crawlspace R-2. p 2 No No Setback I ACSplit 8.00 SEER No Crawlspace R-4.2 No No Setback �I WATER HEATING SYSTEMS II Numberi� Tank External" in Type Type Type S Energy Size Insulati.or I Tank T e Heater T e Distribution T e ystem Factor" (gal) R-value Storage, Gas standard 1 525 50 R-12 SPECIAL FEATURES AND MODELING ASSUMPTIONS ***,Items ion should be documented, on the 9.n this sect plans', *`** installed to manufacturer and CEC specifications, and *** !f ***,verified during plan check and field inspection. This building incorporates non -standard Duct Location. I This building incorporates Ducts ,'Cn a Crawlspace or Basement Location.:, All supply registers must be within 2 ft of floor. f er external blanket on Gas Storage Measures R-12 or teat g ,,Mandatory rHeaters e sures Energy eFactors less than 0.58. Water He aters with Energy HERS REQUIRED VERIFICATION ** Iiems in this section require field testing 'and/or *** *** verification by a certified home energy rater under F** the supervision of a CEC-approved HERS provider using *** methods.and *** ***tEC mustbeongtheF6Re and/or .installation certificate. *** i TbisIbuilding incorporates non -standard Duot Location. ;1 This building incorporates Duets in a Crawlspace or Basement Location. The local, enforcement agency may waive HERS verification for these locations, � CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1. CF - l: I Project Title....... . The Weinreich Addition Date,.09/11/02 14:52:4' Project Address... . 9153 The Midway ******* Durham *v6,01t Documentation Author... Marty Runnella ******* S:Ellding Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Che t -Date Chico, CA 95926 53'0-894-8466 Field Check/ Date Climate Zone..... 11 Compliance _Method ...... MICROPAS6 v6.01 for 2001 Standards by Enerco,p Inc. MICROPAS6 x6.01 File702394ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP13.33 User -Energy Calculation Servic Run -2265 SF Existing+Addition' GENERALINFORMATION Conditioned Floor AreG 2265 sf Building Type. Single Family Detached Construction Type ......... Existing Plus: Addition Building Front Orientation. Front Facing 9b deg (E) Number of Dwelling Units... 1 Number of Stories.. ... 1 Floor Construction Type — ! Raised Floor Glazing Percentage.......:' 15.2 0 of floor area Average, Glazing U -factor..'. 0.72 Btu/hr-sf-F Average Glazing SHGC.,. ... 0,68 Average Ceiling Height..... 9.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value F. -value R -value U -factor Location/Comments Wall Wood R-13 R-n/a R-13 0.088 FRONT, LEFT, BACK Wall RIGHT t Wood R-0 R-n/a R-0 0.386 FRONT, LEFT, BACK RIGHT, TO GARAGE Door None Z-0 R-n/a R-0 0.330 ENTRY Roof Wood R-19 R-n/a R-1`9 0.049 TO ATTIC, VAULTED Roof Wood R-n/a R-n/a R-0 0.076 VAULTED Floor Wood R-0 R-n/a R-0 0.097 RAISED j } FENESTRATION over- Area ver-Area U- Interior Exterior hang/ } orientation (s f`} Factor SHGC' Shading Shading Fins Window Front (E) 6.0 0.870 0.700 Standard Standard rNone window Front (E)_ 20.0 0.870 0.700 Standard Standard None i Window 'Front (E) 20:0 0.870 0.700 Standard Standard None }f Window Front (E) 9.0 0.870 0.700 Standard Standard None 1 Window Front (E) 20.0 0.870 0.700 Standard Standard None Window Left' (S) 6.0 0.870 0.700 Standard Standard None S Window Left (S) 16.0 0.870 0.700 Standard Standard Ncne Window Left (S) 9: 0.$70 0.700 Standard Standard None Door Left (W) 53.4 0.550 0.650 'Standard Standard None Door Back_' (W) 53.4 0.550 0.650 Standard Standard None Window Back (W) 16.0 0.870 0.700 Standard Standard None iI Window Hack (W) 24.0 0.870 0.700 Standard Standard None ) r'' GENERAL INFORTtiIATION COMPUTER METHOD SUMMARY Conditioned Floor Area..... Page 1 C-21 Project Title...:.....:, The Weinreich Addition Date..09/11/02 14:52:4: 3 Address ..... Project Addr 9153 The Midway Construction Type ......... Existing PluEl Addition Durham *v6.01* Building Front Orientation. Documentation Author... Marty Runnells ******* ,Building Permit 1 Energy Calculation Services Number of Building Stories. 1 1907 Mangrove Avenue, Suite E Plan Check Date ' ReducelYear Chico, CA 95926 Floor Construction Type.... RaA.sed,hloor 530-894-8466 Field Check/ Date Climate Zone. 11 Conditioned Volume.......... Compliance Method...... MICROPAS6 v6.01 for 2001 '"�tandards'by Enercomp, Inc.. MICROPAS6 v6.01 File-'02394ADD Wth-CTZ11192 Program -FORM C -2R User-MP7333 User-Snergy Calculation Servic ,Afro -2265 SF Existing+Addit-ion GENERAL INFORTtiIATION Conditioned Floor Area..... 221,65 sf Building Type........ . Single Family Detached Construction Type ......... Existing PluEl Addition f Building Front Orientation. Front F'acing,90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type......:... ReducelYear Floor Construction Type.... RaA.sed,hloor Number of Building Zones... 2 Conditioned Volume.......... 22403 of Slab' -0n -Grade Area..: ... 0 of Glazing Percentage..:...... 15.2 % of floor area Average Glazing U -factor..,. 0.72 Btu/hr-sf-F Average Glazing SHGC....... 0.68 Average Ceiling Height..... 9.9 ft BUILDING ZONE INF'ORMIATION Floor # of � Vent Vent Air Area Volume` Dwell Cond- 'Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft), (sf) Credit EXISTIDU Residence 7602 16478 0.91 Yes Setback 2.0 Standard No ADDITION Residence''' 663 5925, 0.29 Yes Setback 2.0 Standard No MANDATORY MEASURES CHECI€LIST: RESIDENTIAL Page 2 MF -1 Project Title.', The Weinreich Addition Date:.09 11 02 14 52.4 MICROPAS6 v61.01 File-02394ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2265 SF Existing+Addition 4 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES i Design- Enforce y er ment. 110-113: HVAC equipment,; water heaters, showerheads and faucets certified by the Commission.) j I I I✓ 150(h)!: Heating and/or coaling loads calculated in accordance withASHRAE, SMACNA or ACCA. 156(i), Setback thermostat on all applicable' heating and/or X' cooking systems: 150(j). Pipe and Ta-ak insulation 1. Storage'gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation, having an installed thermal,resistance of R-12 or greater. j 2. First 5'feet of pipes closest to water heater tank, non- i recirculating systems, insulated (R.-4 or greater),. 3. Buck -up tanks for solar system, unfired' storage tanks,,or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. ?. All buried or exposed piping insulated in recirculating. sections of 'hot water system. .5. Cooling, system piping below 55 degreea insulated. 6.1 Piping insulated between heating 'source and indirect hot water tank. .r *1'5,0(m) Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R;-4,;2 or enclosed entirely in conditionec.l,space Openings shall be sealed Wraith -mastic, tape, aerosol sealant, or other duct -closure system that meets the applicabl,a requirements of UL181,, UL181A, or UL18113. If mastic or tape is used to seal,: openings greater than 1/4 inch, the combination of mastic and either mesh j or tape, shall be used.,Building cavities shall not be used for I olltr�lrlllg conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless st:ch tape is used in combination with, mastic and drawb'ands 2. Exhaust fan,systrms have backdraft or automatic dampers. 3. iGravity ventilati';ig systems serving Conditioned space"have either automatic or readily accessible; manually operated dampers. ✓ 114: Pool and Spa Heating Systems',,and Equipment 1.'Sy stem is certified with 78°; thermal efficiency, on-off switch,, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System:is installed with, a: At least 36 inches of pipe between filter. and heater for future solar heating'. b. Cover foroutdoorpools or outdoor spas. 3. Pool system has directional. inlets and a circulation pump time switch.,LA _ 115: Cas -fired central furnaoes, pool heaters, spa h•aaters or household cooking appliances have no continuously burning • ` COMPUTER METHOD SUMMARY Page 2 C-21 i' Project Title... The Weinreich Addition Date..09/11/02 14:52::4! i MICROPA,:3 v6.01 File-02394ADD Wth-CTZ11S92 Program -FORM C -2R User.,-MP1333 User -Energy Calculation Servic Run -2265 SF Existing*Addition OPAQUE SURFACES Area U- Insul Act Solver Form 3 Location/ •f Surface (sf)`factor R-val Azm Tilt Gains Reference Comments , EXISTING - Existing 2 Wal'.1 271 0. 3 r, 6 '0 90 a 90 Yes None FRONT F 3 Door 20 0.336 0 90 90 Yes None ENTRY 5 Wall 212 0.386'0 180 9.0 Yes None LEFT 7 Wall 239 '0.386'0 270 90 Yes None BACK 9 Wall 24 0.386 ,0 0 90 Yes ''None RIGHT 10 Wall 159 0.386 ,0 910 90 No None TO GARAGE 11 Wall 17' 0.3B6 0 50 '190 No None TO GAR S 15 Roof 829 0.076 0 270 19 Yes None VAULTED } 16 Roof 801 0.076 0 90 19 Yes None VAULTED 18 Floor 1602 0.097 0 n/a 0 No None RAISED 'j ADDITION - New 1 Wall 106 0.08.8 13 90 90 Yes None 'FRONT r' 4 W'%a11 174 0.088 13 180 90 Yes None LEFT I., 6 Wall 196 6. 088 13 270 90 Yes Prone BACIC 8 Wall 316 0.088 13 0 y0 Yes ',None RIGHT ±p 12 Roof 416 0.049 19 n/a 0 Yes None TO ATTIC 1 13 Roof 141 0.049 19 270 19 Yes None VAULTED 14 Roof 141 0.049 19 90 19 Yes None VAULTED 17 Floor 663 0.097-0 n/a 0 No None RAISED FENESTRATION SURFACES u Area U- Act Exterior Shade Interior Shade Orientation (sf) factor 3110C Azm Tilt Type/ SHGC Type/SI3GC EXISTING - Existing 2 Window Front (E) 20.0 1,.8'70 0.700 90 90 Standard/0.76 Stanc:,v.;d/0.68. 3 Window Front (E) 20.0 0.870 0.700 90 90: Standard/0.76 Standard/0.68 4. Window Front (E) 9.0 0.870 0.700 90 90 Standard/0.76 Standard/O.GB 5 Window Front (E) 20.0 0.870 0.700 90 90 Stariaard/0.76 Standard/0:68 7 Window Left 5) 16.0 0.870 0.700 180 90 Standard/0.76 Stan.dard/0.68 8 Window Left (S) 9..0 0.870 0.700 180 90 Standard/0.76 Standard/0.68 11 Window Back (W) 16.0 0.670 0.700 270 90 Standard/0.76 Standard/0.68 12 Window Back (W) 24,0 0.870 0 700 270 90, Standard/0.76 Standard/0.68 13 Door Back (W)', 53.4 (1,550 0.650 270 90 8tandard/0.76 Standard/O:aB ;ADDITION.- Existing E 1 Window Front (F) 6.0 0.810 0.100 90 90 Standard,/0.76 Standard/0.68 "r 6 Window Left (u) 6.0 0.870 0.700 J.80 90 'Standard/0.76 Standard/0:'08 9 'Door Bac, ("r`7) S ' -3 .4 0.550 0.650 270. 90 Standard/o.76 Standard/0.68 ' 10 Door Badk (W) 53.4 0.550 0.650 270 5'0 Standard/0.76, 8tandard/0.68 14 Window Right (N), 25.0 0,48'/0 0.700 0 �)0 'Standard/0.76 :Standard/0,68 15 Window Right (N) 12.3 0,870 0.700 0 90 Standard/0,76 Standard/0.66 G COMPUTER METHOD :SUMMARY C- �Pa e 3 21 I Project, Title !The Weirr.,eich Addition Date1.09/11/02 14:52:4; M'ICROPAS6 x6.01 File-02394ADD Wth-CTZ11S92' Program -FORM C -2R User#-MP13,33 User -Energy Calculation-Servic Run -2265 SF Existing+Addition HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Ducl Type'Efficiency Airflow Location :R -,value Leakage D Eff EXISTING Gas 0.750 AFUE n/a Crawlspace R-2.1 Na No 0.67: p Crawlspace R-2.1 No No 0.62( ADDITION No ACS lit -00 SEER Gas 0.750 AFUE i,/a' Crawlspace R-4.2 No No 0.74_ ACSplit B. 00 SEER Ivo Crawlspace R-4.2 No No 0.676 WATER HEATING SYSTEMS Number Tank, External in Energy Size Insulatior Tanta Type Heater Type 'Distribution Type, System Factor (gal) R -value 1 ' Storage Gas,S- � andarel 1 525 50 R-12 SPECIAL FEATURES AND MODELING ASSUMPTIONS ** Items in this section should be documented on the plans, *** ***,installed to manufacturer and CECspecifications, and *** ** verified during plan check and field inspection. *** This building incorporates' non-standard Duct, Location. This bLkilding incorporates Ducts in a Crawlspace or Basement Location.:, All supply registers must'be within 2 fit of floor.' Mandate>ry Measures require a R-12 or greater' external blanket on Gas Storage Water Heaters with,Energy Factors less than 0.58. HERS REQUIRED VERIFICATION *** Items: in this section require field-testing and/or *** *** verification by a certified home energy rater under *** ***`the supervision of a CEC-approved HERS_ provider' using *** *** CEC 'approved testing and/or °verification methods.and *** ***"must be reported; on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a'Crawlspace or Basement Location. The local enforcement agency may waive HERS verifi,:atcn for these locations. REMARKS A1'1 existing single pane windows are to be replaced with dual para windows: See, plans for sizes and locations. b. o HVAC SIZING Page 1 HVA( Project Title .. The Weinreich Addition Date. . 0 1/ �.1/02 14:152:4! �f Project Address. 9153 The Midway Durham *v6.01* Documentation Author... Marty Runnelle **** ** Building Permit it Energy Calculation Services 1907 Mangrove Avenue, Suite E PSCheck Date' Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone...., 11 Compliance -Method.... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICRUPASG v6.01 File-02394ADD Wth-CTZ11S92 Program. -HVAC SIZING Uses#-MP1333 User -Energy Calculation Servic Run -2265 SF Existing+Addition GENERAL INFORMATibN Floor Area. 2265 s.f Volume.... .. 22403 cf [.I Front Orientation........ Front Facing 90 deg (E) Sizing Location OROVILLE RS Latitude_....; ...... 39,5 degrees Winter OutsideDesign...... 30 F 1 Winter Inside Design....-... 70 F Summer Outside' Design...... 104 F Summer Inside Design,. . 78 F t. Summer Range.. ...` . 137 F Interior Shading Used... . Yes f Exterior. Shading Used.... Yes OverhangShading Used Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY E Heating Cooling Description (Btuh) (BL-uh) Opaque Conduction and Solax .... 32392 17157 Glazing Conduction. .. 9903 6437 Ij Glazing' Solar ... . n/a 151G3 :'Infiltration 1274 3 5232 {I Internal Gain. n/a 1331 04 2 55 2 66 Ducts, }} Sehoible Load. .. 60542' 4758'7 {, I,atF,n.t Load..,.. ................. n/a 9517 I Minim, -,m Total Load G0542 57104 j Note: rhe loads shown are on., ie of the criteria affecting the selection f of MVAC equipment. Other a1e�trznt design factors such as air ;how requirements, outside air, outdoor design temperatures, coil' sizir'lcg, �I availability of equipment, oversizi.ng safety margin, etc., must also be � considered. It is the HVAC desr.gner's responsibility' to consider all 4" factors when selecting the HVAC equipment. I; i {{� I Ii a F HVAC SIZING Page 2 H' Project Title..- ....... The-Weinreich Addition Date. .09/11/02 14:52:4! MICROPAS6 x6.01 File-02394ADD Wth-CTZ11S92 Program -HVAC SIZING 'i User4-MP1333 User -Energy! Calculation Servic Run -2265 SF Existing+Addition HEATING AND COOLING LOAD SUMMARY BY ZONE i ZONE 'EXISTING Floor_ Area.'. 1602 st Volume.. 16478 cf� Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 25664 - 13904 tl Glazing Conduction 5838 3795 Glazing Solar...,... n/a, 8973 } Infiltration... 9373 3848 Internal Gain.. n/a' 1331 Ducts. .... 4088 1593 Sensible Load.. 44963 33443 I Latent; Load, n/a 6689 f Minimum Zone Load 44963 40132 ZONE ''ADDITION' Floor Area. 663 Of { `5925 volume'. .. cf Heating Cooling j. Description (13 uh) (Btuh) c7paque Conduction and Solar 6728 3253 Glazing Conduction.. 4065_ 2647. Glazing Solar. n/a 6190 Infiltration 3370 1384 Internal Gain . a 0 {' 1 Ducts: .. 1416 673 11 Sensible 'Load ... ........ .......... 15580 14143 !I Latent Load.. ............... n/a 2829 ! I 41 Minimum Zane Load 15580 16972 I� I iI COMPUTER METHOD SUMMARYPage 1 _ C 2 1 Project Title......-.... The Weinreich Addition Date. 09/11/02 14:51:3! Project Address..,'..... 9153 The Midway, Durham *x6.01* DoIcumentation'Author ... 'Marty Runnells * * *** Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 9592.6' Pian Check Date :530-894-8466 Field C ec bate'' Climate Zone.......`:... 11 Compliance M p ethod......1'MICROPAS6:v6.01 for 2i001'Standards by Enercomp, Inc.' MICROPAS6 v6.01 File-02394EX Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1602 SF Existing Res, MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.74 55.01 -40.27 Space Cooling.......... 12.27 74.88 -62.`61 Water Heating.......... 15.07, 15.07r 0.00' Total 42.08 144.96 -102.88 ***'building does not comply with Computer Performance*** GENERAL INFORMATION Conditioned-,F1oor.Area ..... : 1602 sf Building Type— . Single Family Detached Construction Type .... ... Existing ;Building Front Orientation.` Front Facing 90 deg -(E) Number of Dwelling Units.. 1 Number of Building Stories. 1 Weather Data Type....`.....,. ReducedYear Floor Construction Type.... Raised Floor Number 'of Building Zones. . i Conditioned Volume........: 16478 cf Slab. -0n -grade Area.. 0 sf Glazing Percentage....: ...16.9 0 of floo area, Average Glazing U -factor..., 1.04 Btu/hr-sf-F Average Glazing SHGC........ 0.74 AveraJ e CeilingHeight,.....;, 10.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent, Air ' Area Volume Dwell Cond- Thermostat Height- Area Leakage Zone Type (sf) •(cf) Units itioned Type (ft) '. (sf) Credit EXISTING' Residence 6 ,._02 16478 1.00 Yes- Setback 2.0 Standard No t COMPUTER METHOD SUMMARY Page 3 C-2 }, Project Title. ... The Weinreich Addition Date..09/11/02 14:5.:3 a., MICROPAS6 v6.01 File-02394EX Wth-CTZ11S92 Program -FORM -C-2R ,User# MP1333 User -Ener Calculation Sex•vic Run -1602 SF - User -Energy Existing Res,, e�,PBCIAL FEATURES AND MODELING ASSUMPTIONS �Q(' Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** ***` ve::ified during plan check and field` inspection. *** a This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must'be within 2 ft of floor. Mandatory'Measures requil:e a R-12 of greater external. blanket on Gas Storage Water Heaters witl*� Energy Factors less than 0.58, � - HERS e'QUIRED VERIFICATION *** Items in`this secti-n require 'field testing and/8r; ***'verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** CEC approved testing and/or verification. 1-thods.and *** *** must be reported on the CF -6R inst-?,17 at_,;Jt , .,:ertificake. *** This building incorporates non-standard n. This building incorporates Ducts in a Crawl.ep,ao,: or Basement location. The local enforcement agency ma waive HERS v'_.. �L y ',"a kation for these locations. REMARKS i f i I COMPUTER ME Page 2 C-2 METHOD SUMMARY I Project Title. The Weinreich Addition Date. .09/11/02 14:51:3 MICROPAS6 x6.01 File'-02394EX Wth-CTL11S92 Program -FORM C -2R User$-MP1333 User -Energy Calculation S'eryic Run -1602 SF Existing Res. f�OPAQUE SURFACES Area U- Tnsul Act Solar Form 3 Location/ Surface (sf) factor'R--val Azm Tilt Gains Reference Comments EXISTING - ,cisti275 0.386 0 90 90^ 1 WallYes, None FRONT " 2 Door; 20 0.330;& 90 90"Yes None' ENTRY 3 Wall 280 0.386 0 180 90 Yes 'None LEFT 4 Wall 301 0.386 0 270 90' Yes None BACK 5 Wall 218 0.386-0 0 90 Yes NoneRIGHT 6 Wall 91 0.386 0 90 90 No None TO GARAGE 7 Wall 17 0.386 0 90' 90 No None TO GARAGE 8 Roof 829 0.076'0 270 19 Yes None VAULTED 9 Roof "801 '0.076' 0 90 19 Yes None VAULTED 10 Floor 1602 0.097 0 n/a 0 N None RAISED FENESTRATION SURFACES Area U- Act Exterior Shade "Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC EXISTING Existinq 1 Window Front (E) ?.0.0 1.040 0.740 90 90, Standard/0.76 Standard/0 - 68 2 Window Front (E) 20.0 1.040 0.7,10 90 90 Standard/0.76 Standard/0.'68 3 Window Front, (E) 9.0 1.040 0.740 90 90 Standard/0.76 Standard/0.68 4 Window Front (E) 20.0 1.040 0.740 90 90'- Standard/0'.76 Standard/0.68 -5 Window Left (S) 16.0 1.040 0.740 180 90 Standard/0.76 .Standard/0:68 6 Window Left (S) 9.0 1.040 0.740 1&0 90 Standard/0.76 Standard/0.68 S) � 7 Window Left (,,} 20.0 1.040 0..740 180 90 Standard/0.76 Standard/0.68 8 Window Back (W)_ 20.0 1.040 0.740 270 90 Standard/0.76 Standard/0.68 ' 9 Window Back W) 20.0 1.040 0.740 270 90 `Standard/0.76 Standard/0..68 3 10 Window Back �W) 53.4 1.040 0.740 270 90'' Standard/0.76 Standard/0.68 11 Window Back (W) 53.4 1.040 0.740 270 90 Standard/0.76 Standa3:d/0.'68 12 Window Right (N)' 10.5 1.040 0.740 0 90 ;Standard/0.76 Standard/0,b8. HVAC SYSTEMS ;refrigerant Tested ACCA System Minimum Cizar.ge and Duct Duct Duct Manual ,Duct s Type Efficiency Airflow Location R -value Leakage D 'E'ff EXISTING Gas ACS lit 08700 SEER N50 AFUE o Crawl mace R-2.1 No No 0.'G72 p wL ace R-2.1 No No 01626'' WATER HEATING EYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .525 50 R-12 it