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HomeMy WebLinkAbout064-260-002064-26-0-002 99-0286 BPEM MICHAELS, Sean 6225 Odessa Court, Magalia (new single family) ENCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with Co my ordinances d general law . (All information except signature must be typed or legibly printed.) NAME: '' L;T 0,d NS /2 U c ��0 tv �G 2 SIGNAT MAILING ADDRESS: S: A'J V-% VV-) 0 IJ Vw I� �`1 � Ly D l s, U � 1 � ►�� PHONE: LcfAS�-) -7 7 G'-- �'3 DATE: 3 LOCATION OF WORK TO BE DONE: v2 s S 5 P C , A 9 l C b 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ ' (PLEASE CHECK) Driveway (List Type): C o N C- (r - 3. r 3. Underground Conduit: 4. Other: In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJECTWORMS\ENCROACH. WPD Detail ❑ Plans ❑ Special Conditions Q. Mike Crump Director of Public Works By COUNTY OURS BEFORE IS TO BE DONE FIFY (916)-538-7681 IT # DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with Co my ordinances d general law . (All information except signature must be typed or legibly printed.) NAME: '' L;T 0,d NS /2 U c ��0 tv �G 2 SIGNAT MAILING ADDRESS: S: A'J V-% VV-) 0 IJ Vw I� �`1 � Ly D l s, U � 1 � ►�� PHONE: LcfAS�-) -7 7 G'-- �'3 DATE: 3 LOCATION OF WORK TO BE DONE: v2 s S 5 P C , A 9 l C b 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ ' (PLEASE CHECK) Driveway (List Type): C o N C- (r - 3. r 3. Underground Conduit: 4. Other: In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJECTWORMS\ENCROACH. WPD Detail ❑ Plans ❑ Special Conditions Q. Mike Crump Director of Public Works By GENERAL CONDITIONS 1. It is understood and agreed that th'e County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. . _„1 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene-al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95%) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 9550. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than )0%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original g.ades and cross sections, and to a condition as good as, or better than, existed prior t., the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE tVV.I•'.K following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work cov,:red by this permit is to be done by .I private contractor hired by the applicant, applicant shall notify contractor as to the shrcial comlitions and requirenu•nts contained herein. ENCROACHMENT PERMIT b COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with Comy rdinances general law . (All information except signature must be typed or legibly printed.) , �rary� 6 LO CO 'tJ N C4 Q NAME: SIGNAT MAILING ADDRESS: q1?0 SA'''C v% w'i o N Vw I� wM 13 L_V p, So I 1 M A IA 1J 11 I ge I C,14 . g 4 s Z.. 6 PHONE: Lir.! `7 7 oC - XJ? art DATE: -3 LOCATION OF WORK TO BE DONE: b S s rel /`+� N i1.l A G (q 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): C- o ^% L 3. Underground Conduit: 4. Other: In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITI ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJ ECTFORMS\ENCROACH. W PD Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By. IFY COUNTY OURS BEFORE IS TO BE DONE [Phone:(916)-538-7681IT # DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with Comy rdinances general law . (All information except signature must be typed or legibly printed.) , �rary� 6 LO CO 'tJ N C4 Q NAME: SIGNAT MAILING ADDRESS: q1?0 SA'''C v% w'i o N Vw I� wM 13 L_V p, So I 1 M A IA 1J 11 I ge I C,14 . g 4 s Z.. 6 PHONE: Lir.! `7 7 oC - XJ? art DATE: -3 LOCATION OF WORK TO BE DONE: b S s rel /`+� N i1.l A G (q 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): C- o ^% L 3. Underground Conduit: 4. Other: In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITI ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJ ECTFORMS\ENCROACH. W PD Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By. GENERAL CONDITIONS 1. It is understood and agreed that th`e County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. • - 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, of the Board of Supervisors. 7. The Permittee,by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (51 below finish surface grades shall be no less than ninety percent (9000) as determined by Test Method No. Calif. 216-C of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed testmethod. b.. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95`a) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 950. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 905'o. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes,.headwaIts, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original e,.-.ides and cross sections, and to a condition as good as, or better than, existed prior t, the construction. All surfacing materials of roadways and drivewac approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within Oi\1: following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public .hall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work cov,:red by this permit is to br done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirenu•nts contained herein. t r - COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �,p,� �1 t C h A (I S ASSESSOR PARCEL NUMBER: CX ' 2 C� O'O Z— Proposed Building Use: Ne-✓ 3 dti Building Inspector: L Date: Z t f i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- Cl 7. Statement of Intent for Non -Heated and A/C Buildings. ---- p 8. Hazardous Material Form.------------------------------------- 139/IGlanufactured Home V and installation instructions including Tie Down Specifications. ------------------ 10. Fees of $ r9, I -------------------- ---------------------------------------------------------------- K11. Impact fees as shown on the attached schedule. --- XGh o t------- ------------------------------------------- California ----------------------------L------------- California Department of Forestry plan approval/fees.-----,6�,Ff �${---------------- A 3. Flood elevation certificate. -------------------- ----------------------- /4. Sanitation and plot plan approval G Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- Planning approval -for (A) Use: (B) Parking: - Contact Land Development about VImprovements, ❑ Drainage, Legal Parcel. I -f9. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 02. Owner -Builder Verification (Given to owner 11, Mailed to owner EI).-• �❑/24\Letter of signature authorization . -------------------------------------------- �1SL5. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. other: Ori •.i�'� (Date) Wh you issue the ermit, oce s as follows ❑ Mail to owner, ❑Mail to contractor. IBJ I clephone �� and hold for pickup at C�"­'a office. ❑ eliver 'th inspector. APPtlican . Date: l Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ 1 Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 51. Index permit application for the above items numbered: ! ❑ Plan Check List ,2. Additional items required: 1 (0 ���ontractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: ,Contractor, designer, owner, was�advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was ;advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 3r — Sets of plans on hold in ❑Plan Cabinet, ❑ A.P. folder. Note transfer by lDate: Yellow Copy - Department of Development Services, Building Division. I�Jtw.,yn0"FwX'vay.�i'iL�f a{ydl'7M'�►i�.�G�j�!�/1'M'4'7� T.wr-.�("���GI�`.T4.-�i��t� N'1T'<3 'V1�'�%" �`�y1A(; R'i!Y- Nf'!^'�'{�'4�} rli��'1i t�+�.15'.i� T'1rM..��r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 � j SCHEDULE OF FEES DUE �/ OWNER „I / "� 1 r_, / ej S � / A.P. # - 260 Z - PROPOSED BUILDING USE N94 DATE VNZZ REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due .........:. $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES py SO (paid at District Office) not' r� 20 Cows r G K� � p Cn. 3. SHERIFF FEES (paid at Building Division) T Residential ........ x $360.00= $ 36V Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x I = $ Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 20751 i9j 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) �RA FIRE INSPECTION AND PL 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 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. p � APPLICANT A-0 p1 DATE �' 2 ` r Vv Original -Owner Copy -Building Dij. (Rev. 12/96) .yz•, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: l , / Jl'j t G 11A ds- s ASSESSOR PARCEL NUMBER: 6, i - 16 — O 2-' Proposed Building Use: PJ i5Z Building Inspector: e_ Date: 7-7/t- 7 / S At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ❑ 1. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. k11 0. Fees of $ 11. Impact fees as shown on the attached schedule. 5'U,o,o1 "4l� . California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. 4. Sanitation and plot plan approval CWIPHealth Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 119. Encroachment Permit for driveway (construction approval prior to occupancy). ❑20. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. `65. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Whe you issue the permit, process as follows 11Mail to owner, ❑Mail to contractor. e Zelelphone e-1gS -1 2 _ and hold for pickup at ¢i'/� office. ❑ Deliver with inspector. Appli Date: P (, EXPIRATION OF A A O Applications for which a permit has not been issued, will expire by limi tion 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. FEE REFUNDS Refunds 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 checking fees for work plan checked and other department costs are not refundable. Original - Applicant c, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California, 95965 • Telephone (530) 538-754 _ PE MIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _ +z� p_ bO-Z 2OM _ / BUILDING PERMIT OWNERn\\7 TELIEPKO'NE / SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 0 o.v 5 r_rV .& 1 CA(IC 9 rf %' 33 0 CONTRACTOR'S NAME (]wN 'efj,_ TELEPMNE 3n �1 , / CJ�J '7 L%� �0 �O v ✓ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation S /� ARCHITECTO ENGINEER SCE lNSE fr / 93 Filing Fee $ 20.00 Permit Fee 7S/- 54 b ARCHITECT OR GINEERS MAILING ADDRESS 2-V C cQ4S-4r, fr✓ P 0 W YQ'e `'fl/Gn Plan Checking Fee geY. VY $ BUILDING ADDRESS .y)( /�{l//. Energy Plan Checking Fee S PERMIT FEE t LOT susDlvsaNSNAME P E G` PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome O Other 3PECFY Each Tr 7.00 70— Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 / TYPE OF WORK New ✓✓✓q/ Addition O `Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S �� ELECTRICAL PERMIT Filing Fee 20.00 Main Service ow on LESS 23.00 23 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 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. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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 insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service aooA TO I000A 46.00 NEW CONST.13 OCCUP. so ORs•'3 ( 3.5¢Fr: MULr�ol�mEST NON•RESID. CONST. @7.50 f POWER APPARATUS & SINGLE OUT ET CIR. EX. Occup. ouT ET OR FDRURES BAL @ I: o Ex. Occup. °°�'PP.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $1 53 MECHANICAL PERMIT Fling Fee 20.00 Heating CoolingLr Hood 6.50 _ Ventilation Y PERMIT FEt, $ Igo— Mobile Home Installation Fee $ Energy Inspection Fee T r F HA2. D- TEES FLoo I CV C I p0 I HD I ISSUE _ This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Dare Receipt No. 2+ %/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r f �C/71 E.H. USE ONLY r (. Plot Plan Attached d� Floor Plan Attached t Sent to B.D. 2 -24--qg M TO: Building Department FROM: Environmental Health i SUBJECT: Sanitation Clearance �/,"c�ta,�d Owner Location AP## Plan Approved for: Sewage Disposal -X— Water Supply: Public Private Well Clearance for/ dwelling. Other Hold final for: Final clearance O.K. for: NOTE: •'/,5ec Environmental Health Specialist Date 8/96 199'3-0009434 AND WHEN RECORDED TIAIL TO: Recorded I REC FEE 7.00 BUTTE COUNTY BUILDING DIVISION Official YRecords' I COPIES 1.00 7 COUNTY CENTER DRIVE Count BUTTE f I OROYILLE CA 95965 CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant_ I Fay 01:33PM 04-Mar=1999 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County t• has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lo % 137 'PARA 0;J 97S - VCNil1 X15 Date: 3 Z 9 I NROPE Y OWNERS: G t� S N State of California ) County of Butte) On 3-2-99 before me, KAREN M. HOM personally appeared SEAN MICHAELS personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the pers R r� . H M the person(s) acted, executed the instru ent. D WITNESSKhhand official seal. N COMM.# 1093275 Q - NOTARY COUNTY OF BUM � w My Comm. Expires March 31,2000 Signature ea . i mom, A.Rg 6 -7 W) U1-1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C, Building Department No. A.P. Number Jurisdiction: city--- A_�_­__lcoun'ty 1 Property Owner �� 6, _-10 % G y' 1 Property Location/Address G Z pZ S Dde ✓ C, A //t Subdivision Lot No. ..........................................................40 Residential Development ® ': Sq. Footage �d 7 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): i................................................................................................................... CommerciaYindustrial Sq. Footage New Addition (Including Exterior Roofed Areas) 3--�2- 1:�9 Date has complied with the requirements of Resolution No. representing -7& square feet 0 School District Representative Paid by Check # Remarks: by payment of .$ • (/� AB 2926 $ FULL MITIGATION = Date 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), Pink (school district) feeform.xls 06/981dmm e2k�< ' - (Rev. 12/96) -COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 C Q PERMF NO. APPLICATION AND PERMIT ASSESSgRWEI!NtlMBU 002 zOf1ING l��°N�.125 BUILDING PERMIT OWNER SEEANLVMICCH-IAELS T SQ. FT. OCC. BUILDING VALUATION 2076 R 112,104. OWNERS MAILING ADDRESS 20 CONSTITUTION 73 U 13 302. CONTRACTORSNAME TELEPHONE 317 coy 4,121 20 OPEN 840 . CONTRACCTOORl'�SEMAIUNG ADDRESS CONSTRUCTION LENDER Fireplace ,toll 1,500. LENDER'S MAIUNG ADDRESS Total Valuation $ 7 ARCHITECT OR ENGINEER BRUNO HAWKINS LICENSE NO. C18693 Flln Fee $ 20.00 Permit Fee $ 751.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS 20 CONSTITUTION DR, SUITE 1, CHICO CA 95973 Plan Checking Fee $ 488.48 BUILDINGADDRESS 6225 ODESSA COURT, MAGALIA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ A LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.0070.00 USEOFSTRUCTURE SF OX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 19- oo Each gas water heater or vent 15.00 is nn TYPE OF WORK New y Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: -3_ RFT)RO M Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S 150.00 ELECTRICAL PERMIT Fling Fee 20.00 800V OR LE Main Service 20.AORLESS 23.00 23.00 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, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I 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� 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 Mein Service TO ,000A 46.00So W:L200A NEW CONST. DWELLING UP. SO OR ADDNS. ( 8 ACC. BLDS. 3.50FT. 98 .53 g6IDT. MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occu e20 p':S0/ Ex. Occup. ounEDTs AEsID.oERn 5.00 Temporary Service 23-0023.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 164.53 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 insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 4.50 13.50 PERMIT FEL: $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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 workers' compensation provisions of section 3700 of the Labor Code, I shall forTw'th comply wkh hose pr Islons. �� l � ��L X Date ` 7 Si re of App cant - ❑ Owner ❑ Contractor !(Agent An OSHA permit' required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46 00 RTC co'TVWE TOTAL FEE $ 1,723.51 HAZ. X D. FE X FLOOD X D CDF PARCEL PD HD E This permit is hereby issued under the applicable provisions of the B e County Code and/or Resolutions to do work indicat above for which fees have been paid. BJ_Jyu Jri! Date1+51of YaC.!' /�/� PERMIT EXPIRES ON 3-y-o�000 Date Receipt No. S�%ii /1699.10// zS 99 oC/. yz WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Dat &e In REV 10/92 NOTES 5 RESIDENTIAL PE IT Ni 064-26-0-002 99-0286 BPEM t� MICHAELS, Sean 6225 O . dessa Court, Magalia (new single family) 1 � . Fr�"' i, 1 1 �5 j� SPECIAL CONDITIONS r kr< V SRA r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS. REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS IDARD HOUSING LETTER -�+ I OFFICE COPY f Address _ 1 F GAS ' Meter Bye ELECT'Rl Meter By: 1 )7K Y k 1 JOB FINALED Signature � v CHECKED.— BY ✓ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete 12. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness' Dead Men -Lining Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date - Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Jj 4.• Electricity; MH.Test-Crossovers-Breakers-Clearances Health Department Approval 5. Drain; MH Test -Fall -Flex Connector Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test -Regulator -Connector Light Niche 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 10. Exits; Insp.-Sketch Card B-1 Date Card B-1 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #`s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness' Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI • 6. Elec.; Enclosures; Conduit Entries -Terminals. -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip: -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date }underfloor (Plans) OK exc,Ldpt #'s Date FRAMING (Continued) ,*'Hammers- Post Caps -Anchors -Connectors . Clin oist-Rtir. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. i ace Ties or Type A Flue -Fireplace Throat Clearance Attie Access; Size & Romex Protection -Draft StoD-Ins. Baffles 59!Bdr indows or Exiting Doors -Sill Ht. & Dimensions . Gar e'Fire Protection Framing 5 . ro y Line Firewall & Openings ors -One 3' -Check Garage 3rd Story, 2 Exits St3k< Width -Headroom -Rise -Run -Landing -Fire Protection PI od on Roof Overhang -Attic Vents -Rafter Outriggers OeIS'iclingAaWngVeneer tucQa sh-Drip Screed -Fd. Vents-Underflr. Access 59. 60. 62. Card V Date C/ Card B-1 Date _` ` ' / Card B-1' / Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings 6 moke Detector 6 . urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6q—Bedroom Exiting 67 .F.I. & Bat xtures & Tub Access -Spa le im & Subpanel, Breaker Sizes & Labels ,fFeIltairs & Rails 70. Fireplace or Stove, Clearance -Hearth 7)!Elec. Outlets at W od Panel, Int. & Ext. 72 it. Fixt. & liance; Ground -Air Gap -Cooking Clearance 7Elec utlets &Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Z"ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77_,P116, Elec. & Mech. Equip. Listed for Location 7 I ,c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80—Guard Rails & Deck Construction -Post Caps ALFdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive es ❑ No/Walks ^ es 0 No/Planters 0 Yes ❑ No ucco Brown -Finish 844, kC. Unit Disconnect, Electrical -Plumbing $5 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 96 -water Well, Disconnect, Electrical, Plumbing g7,,Efferior Elec. Trim, G.F.I. Receptacle -Underground r§8!Ventilation Throughout House 22,, -Glass Protection Corrections from P evious Inspections 1 as Test ers Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 4 ddress Posted Date Card B-1 Date Card B-1 Dateay Card B-1 Date Card B-1 Date Card B -1 --;-”Date Card B-1 Comments at Final: &OF ain; Soils-Elec. Gr .-/ [ r Ftg. Depth Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 3.,*X, Garge; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4 Fig—Po c hes & Decks; Soils -Steel-/ /" Ftg. Depth S imwalls, Main; Steel-Blockouts-Wrapped quip. Clearances Panels-Motors-Mech. Equip. S walls, Garage; Steel-Blockouts-Wrapped 33 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Smoke Detector 8. Piers -Fireplace Ftg.-Steel W. ., all -Fitting -Test -2 Way C/O -Sewer Test Date Q;�f Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Card B-1 Date Card B-1 Water Pipe; Test -Anchors -Regulator -Service Test 12. tris Underground Date Plen s & Ducts; Clearance -Material -Support -Ins. CHANICAL (Permit) OK except #'s Gird rs-Sills-Anchor Bolts-Joists-Vents-Crippies 5. Access & Ventilation 16. Insulation . V an, Exhaust above insulation Date q16"4 Card B-1 Date - Card 13 Date and B-1 Date Card B - Date MB G (Permit) OK except #'s 39'Attic r Ht nt-A ss -Combustion Air Baffle W r Pip &,, T & Anchor -Nail Protection V.; ittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. TeoTub & Shower, Second Floor -Tub Access Date as Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s i�jure & Transformer Clearance -Ins. Protection 2Z11E„,Receptacles Spacing -Lights & Switches at Doors Wa tuds-Nailing Spacing & Braces -Plates -Sound iz oxes & No. of Conductors Stapled uelkompX Installed Close to Edge of Studs & C.J. ' . Ground made up w/Mach Fasteners -Bond Gas & Water Draft Stop in Walls (rat proof) A pliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Date FRAMING (Continued) ,*'Hammers- Post Caps -Anchors -Connectors . Clin oist-Rtir. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. i ace Ties or Type A Flue -Fireplace Throat Clearance Attie Access; Size & Romex Protection -Draft StoD-Ins. Baffles 59!Bdr indows or Exiting Doors -Sill Ht. & Dimensions . Gar e'Fire Protection Framing 5 . ro y Line Firewall & Openings ors -One 3' -Check Garage 3rd Story, 2 Exits St3k< Width -Headroom -Rise -Run -Landing -Fire Protection PI od on Roof Overhang -Attic Vents -Rafter Outriggers OeIS'iclingAaWngVeneer tucQa sh-Drip Screed -Fd. Vents-Underflr. Access 59. 60. 62. Card V Date C/ Card B-1 Date _` ` ' / Card B-1' / Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings 6 moke Detector 6 . urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6q—Bedroom Exiting 67 .F.I. & Bat xtures & Tub Access -Spa le im & Subpanel, Breaker Sizes & Labels ,fFeIltairs & Rails 70. Fireplace or Stove, Clearance -Hearth 7)!Elec. Outlets at W od Panel, Int. & Ext. 72 it. Fixt. & liance; Ground -Air Gap -Cooking Clearance 7Elec utlets &Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Z"ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77_,P116, Elec. & Mech. Equip. Listed for Location 7 I ,c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80—Guard Rails & Deck Construction -Post Caps ALFdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive es ❑ No/Walks ^ es 0 No/Planters 0 Yes ❑ No ucco Brown -Finish 844, kC. Unit Disconnect, Electrical -Plumbing $5 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 96 -water Well, Disconnect, Electrical, Plumbing g7,,Efferior Elec. Trim, G.F.I. Receptacle -Underground r§8!Ventilation Throughout House 22,, -Glass Protection Corrections from P evious Inspections 1 as Test ers Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 4 ddress Posted Date Card B-1 Date Card B-1 Dateay Card B-1 Date Card B-1 Date Card B -1 --;-”Date Card B-1 Comments at Final: 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No Service -Riser Conductors & Ground Main Disconnect 32 quip. Clearances Panels-Motors-Mech. Equip. 33 Ctpthes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date CHANICAL (Permit) OK except #'s 5. A.QwDucts Insulation & Support . V an, Exhaust above insulation 3 C ensate Drain & Overflow, Size & Grade 3 F ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 39'Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F ING (Permit) OK except #'s Sit Opel Materials & Anchors Wa tuds-Nailing Spacing & Braces -Plates -Sound e g Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) Fire ops, Furred Ceilings -Stairs -Chasers -Tubs 5 eaders & Beams -Size & Bearing Date FRAMING (Continued) ,*'Hammers- Post Caps -Anchors -Connectors . Clin oist-Rtir. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. i ace Ties or Type A Flue -Fireplace Throat Clearance Attie Access; Size & Romex Protection -Draft StoD-Ins. Baffles 59!Bdr indows or Exiting Doors -Sill Ht. & Dimensions . Gar e'Fire Protection Framing 5 . ro y Line Firewall & Openings ors -One 3' -Check Garage 3rd Story, 2 Exits St3k< Width -Headroom -Rise -Run -Landing -Fire Protection PI od on Roof Overhang -Attic Vents -Rafter Outriggers OeIS'iclingAaWngVeneer tucQa sh-Drip Screed -Fd. Vents-Underflr. Access 59. 60. 62. Card V Date C/ Card B-1 Date _` ` ' / Card B-1' / Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings 6 moke Detector 6 . urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6q—Bedroom Exiting 67 .F.I. & Bat xtures & Tub Access -Spa le im & Subpanel, Breaker Sizes & Labels ,fFeIltairs & Rails 70. Fireplace or Stove, Clearance -Hearth 7)!Elec. Outlets at W od Panel, Int. & Ext. 72 it. Fixt. & liance; Ground -Air Gap -Cooking Clearance 7Elec utlets &Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Z"ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77_,P116, Elec. & Mech. Equip. Listed for Location 7 I ,c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80—Guard Rails & Deck Construction -Post Caps ALFdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive es ❑ No/Walks ^ es 0 No/Planters 0 Yes ❑ No ucco Brown -Finish 844, kC. Unit Disconnect, Electrical -Plumbing $5 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 96 -water Well, Disconnect, Electrical, Plumbing g7,,Efferior Elec. Trim, G.F.I. Receptacle -Underground r§8!Ventilation Throughout House 22,, -Glass Protection Corrections from P evious Inspections 1 as Test ers Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 4 ddress Posted Date Card B-1 Date Card B-1 Dateay Card B-1 Date Card B-1 Date Card B -1 --;-”Date Card B-1 Comments at Final: COUNTY OF BUTTE `BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER `� f PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. TY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, 'CA • {530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. .. Ky FROM : DEL JOHNSON AIR CONDITIONING PHONE NO. i1—iG-1999 3=32PM =ROM C414ELOT CONSTR INSTALLATION CERTIFICATE 91G87G0510 925 776 7ib5 I of 4 Nov. 15 1999 03:05PM P1 W.", CF -6R !t'mllt am er SIN AddTtn An ins IaL-gn oertifiaate is required to be poned at the building site or tirade available for all appropriate inspections• (The lnforination provided on this. amc is vDy tequm b hpm to the building d partntent (11110n requ and the building ft er compltion of final inspeetio owner at occupancy. per Section 10- 103(b).. HVAC %V%TFfflS; Re}soeg 6quomew M d r3raitm peat Dmat t1eg ttssuns TWO* C8C CsMAed Met Nance Ideotial Rvanns (APUD- etc.)` LvCadmt tm.d C1060D ftp-18ra1w caffis.�cl Rwaine BOtlhr)_ �} hmg DWw) end MeddNanbet F Coaft8 BpOxegw eR4. Coc 081fired ea>npmor sof Haat �v1;nj r coot (ametadn I,oaslon Dun Load ?"t (ft. UnitbfrNamaaimd Ideutial ?"g lR.eiae K -v Beulhr r 1. Z reads greaw dean or equal Im 1. the undaesigned, verify tW equ4nnew listed above It 1) IS the acdud egaiptneat jowled. Z) equivalent to or store than that specified in the certificM of compliattee (Foi14 CF" R) submitted fbr COMP Lime witb the EnffV slitclarlt SfflVj#n0&m+dank for residential buddhvk and 3) OT4111071i tha3148016 Or tt Wds dle appT*"It requ1nmments for tnaaUftgqLW devices (ftmt the Appfiaea 4rpicle y t(egularimil or Parr 6) whore ppiidx Ne- �! / �1.1 CLi /.��� : d eT�. zwe, ooatesaeoe( arae) 01uea OR Geneael CouR (Co. Nttmte) OR Owner a• .t • 1.L r pboiWa a Ifitedr #Qf Read Tank RM. E6 tt=W CEC Cenitied Mfr Tree (&4 calm ideabw Wa ones vvtosee ti insutst}sn Nanm & Modd NW00er ltobrt-0&t:se) Contol7Yya 9 or 8to3t) (s+�w) ( . RE) Lass (•) Rwviw 2 ler amll Su ext lege (resod oftees tt+aa �eg0s1 tv 75,000 tRullnr). electric rmtatanae sad teat pomp seater testers, fisc Bm a Factor. Fos luge=n stoeepe water !teeters {cored h" of Mester dwo 75.000 ftaftlist Roomy it 9, St rAy Lon and Read Input For fmanumn9w ps water beate», list l emwy btRoWW ad Rod tWUL Fames did Shower Sods: All 8wuts and showarheeds installed we eaedfied to the CMIALIaion, pttlattoat to Tide 24, Pari 6. Subchapoer 2. Section 111. Gate taedaaigned, verity that Kuipufmtt Noted above my sigpeama' 1) is the senna e"Ment b=UW; 2) is equftlm to or more etUiNI g= beat gmcffled in the Cestiftome of Cotaplfamoe (Form CF'Iiy snbmiaed for compliance with the &WV reel my &Xzd2►dr for mjWe ►tial WHdbW and 31 the eWWn d MeM at =006 tht appropriate rcquiroMWts for mtmufactored devices (from the dppfoande'J�io+e}+V Reattfafias• ar Flet 06 wht:te Wlicabe• iirl rte,. COPY M. Building DeFsrtateat Building Owner 4 Occupancy Subcontac0ot (Co. None) OR Oeaaal Coan:eror (Co. Name) OR Owatr . Revised Marcb 1, 1996 <4-OERKE INSULATION CO., INC. INSULATION CERTIFICATE -------....-- ------_arty ounty - _Su sion__-- -- Lot um 0 DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type_F..ib-e[glass B-atts-_.---..- Thickness (inches)- 3-.____._______.__ Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) �ZM Loose Fill Type Fiberglass -__- _ _ Brand Name _Johns Manville— Contractor/s min. installed weight/ft sq._tb. Minimum Thickness -- inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R 3. EXTERIOR WALL Material Fibesgta-u Bats r_.______._...___-. Thickness (inches_.--51�' 4. RAISED FLOOR MaterialFiberglus-Bartts,, —. - Thickness (inches._ ,� - 5. SLAB FLOOR / PERIMETER Material Thickness_— Perimeter Insulation Depth (inches)-_-_--. 6. FOUNDATION WALL Material Thickness (inches)_ Brand Name -Joh-Nlan d1je Thermal Resistance (R -Value)---- Brand Name JQh.nsJ.1llarjYRe Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. - - - -- - - - � - Installing SubConfFktor Co. T�rame r -Item #s Signature, a e -)_) a -1Q General Contractor (Co. Name) Or Owner �m�s Sigsatu�e-mate - Instali(ng S-ubcon � cto�o. (�me r General Contractor Co. Name)Or Owner -item #-S Signature, -bate - Installing Subcontractor FQ�Co. Name) Or General Contractor (Co. blame) Or Owner ­LOERKE INSULATION CO., INC. c�aa5 Number" �ssc� c�-. _ _. -- -- nd V6.e1 ........ -- -.. INbULA i WN L;tr< i INUA 1 t DESCRIPTION OF INSTALLATION 1. ROOF Material -----��� _----._.... - - Brand Name ---- — - _ -- - -- - Thickness (inches) - 'Thermal Resistance (R -Value)__............ 2. CEILING Batt or Blanket Type-EibQtgtasafts_...........__..__.__._.�_ Brand Name Johns Manville - --- -- ns " Thermal Resistance (R Value)_ Thickness Loose Fill Type - Fiberglass _ _ _ _ Brand Name Johns Manville Contractor/s min. installed weight/ft sq.ptp 1b. Minimum Thickness_...,_ _- "J�,inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3.. EXTERIOR WALL Material--bttergl-au.8atts--------.--........ _ ..............__._.. __..---- Thickness inches 4. RAISED FLOOR Material-_fiberoia.s Batt Thickness 5. SLAB FLOOR / PERIMETER Material Thickness----- ._...-._..._ .. --._._..—.....__........_. _... --- - Perimeter Insulation Depth (inches)....__._....._...__. _._......___..___.._ 6. FOUNDATION WALL Material-------._..._....__ ..----.._......... Thicknes.s.(inches)-__ Brand Name Thermal Resistance Brand Name __Jobn5 Mat YBhe __ Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. —item #s -_S gni fire; aInstalling--Subconfracior (Co-Name}fir - -1 o-1-gQ General Contractor (Co. Name) Or Owner Signatut•e-Date - --- ----�lnsfalfing- Sub`con{racto�Co. Name r General Contractor (Co.Name) Or ner —idem #s Signature-Daie'-Insia1Iing SSu c 6iictor jCo. Name r� Generai Contractor (Co. (Jame) Or Owner Ili NOV. -16' 99 (TUE) 18:09 P.002 11-15-1999 3:26PM FROM CAMELOT CONSTR 925 778 7185 P.2 rAiMu 11aitNOW - - irarYr.rallMro AwMrM�� trrsr awt�t�...� wyiYlr��7rir. tura aMYllrfr��iYM oYfi� iwliwlkMa orv[1bh1tr rir.trr�11r11wi.gi�L1 AMammighm-loadimpoatLIcon &mix li�r>r�M��MwpMwrarU�lt;rlNtt�vwhtMtt�rXlr�l�li1/0l�} VACSYSTD wi• at6dow +O�s •m twCrwYN�f.rcwv+n�► •1Y�M pAiva) Drra.n�r �w�l La/ i�lelw;r GfCer idej lrlinL aOOtta.Os000t �t/t�Rr Dw.LalrO. almwvy` &NIS a�1a�wM r �,wn>� s>rrlrr>e� WON ocauwsworfr iM�r� �w�M'M�r�M1��1'RaM�10r4�0►IC�Ai�rI4R�w OayrwMMr! flfwlr�ir��rM�IM.a��..fw..�r....�si..�:1er� r��.r ��M�.,.o���,.r�a.rs�r.>�+s.+.wbti...rrrt>�► iirOOwlirriMaia/waM1%ir/Irt�tOna ar rat;1a11prMI. YWO Ndd rwLBMWUJ. own" at �yewr1i1r1r pmm%&4mw ra��ss'twrtloa.�r�gvsa n.itar.m..Qualomm Ar.+a►]�. sR&ow id.Alsrr (OR& -s.& wO-Lo- *mmow t rt". ate.. . `.DOOR& !rbO X C -s -tflICU MaOtrr►MOOwMMI.a�OOraw�wMttst�i MafwOKrMi�ri�+�4+rrrflrMvollMwaatiOrOwli - --. r 1►�Mn�lli+�l�fi ��vl�'���rell�l,•rwt+a��rr>tillYtisMfd�r.+/��{i�lYtliks�4rlr��rerrp�Ml�wMi�M�. R&1{a•, • • loMr) _ �i.ea1 tCet�.nr0i1R.PMwr '�O1riy .A�OratCornOersK'+�.O.U•ttRO��arr v�,0•�-.yT+�aaOgnwc baaYi�i��..�co/me.tvC.aJ�Og�)a gruk") a d •MfQ+�7wrrOnwAr4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99 Project Address........ LOT 2 ODESSA CT******* ------ -- -------- MAGAILA, CA. *v4.51* I T �' 6, 5;,?- 1 Documentation Author... GARY HAWKINS ******* i Building Perm O Bruno & Hawkins , !f6 20 Constitution Drive, Ste 1 ; Plan Check / Date I Chico, CA 95973 I (916) 895-1125 ; Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-MICHAELS Wth-CTZllS92 Program -FORM CF -1R I I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 I ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2076 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 215 deg (SW) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.1 % of floor area Average Glazing U -value.... 0.59 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments ------------------- ---------------------------- ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.065 FRONT, GARAGE, LEFT GAR/ATTIC, BACK BACKRIGHT, RIGHT ATTIC Door n/a R-0 R-n/a R-0 0.330 FRONT, GARAGE Roof Wood R-38 R-0 R-38 0.033 ATTIC, VAULT Floor Wood R-19 R-0 R-19 0.037 CRAWL FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- ----- ----- ------------------------------ ---- --------- Window Front (SW) 16.0 0.600 2 Drapes.Std None A Yes Vinyl Window Front (SW) 6.0 0.600 2 Drapes.Std Yes Vinyl Window Front (SW) 30.0 0.600 2 Drapes.Std ��-_ &S7 None Vinyl Window Front (SW) 7.5 0.570 2 Drapes.S'+c`on None Vinyl Window Front (SW) 7.0 0.570 2 Drape ::`" N,�ne None Vinyl Window Front (SW) 18.0 0.570 2 Dr 4 None Yes Vinyl Window Front (SW) 4.5 0.570 2 Dra es- "None Yes Vinyl Window Front (SW) 30.0 0.600 2 Dr� d None Yes Vinyl Door Left (NW) 20.0 0.550 2 �j. d None Yes Wood Window Back (NE) 48.0 0.600 2 Dr e'�S.Std None Yes Vinyl Window Back (NE) 30.0 0.600 2 Dres.Std None Yes Vinyl Door Back (NE) 40.0 0.550 2 Drapes.Std None Yes Vinyl Window Back (NE) 24.0 0.570 2 Drapes.Std None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... MICHAELS RESIDENCE Date......... 01/20/99 MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM CF -1R i ------------------------------------------------------------------------------- User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description --------------- Shading Fins Type ---- --------- ------------------- Window Right ----- ----- ---- (SE) 12.0 0.600 2 Drapes.Std ----------- None Yes Vinyl Window Right (SE) 12.0 0.600 2 Drapes.Std None None Vinyl Window Right (SE) 30.0 0.600 2 Drapes.Std None None Vinyl THERMAL MASS Area Thickness Type Exposed (sf) ------------ -------------- ------ (in) --------- InteriorHorz Yes 482 1.0 InteriorVert Yes 134 1.0 HVAC SYSTEMS ------------ Minimum Duct Equipment Type Efficiency Location --------------- ------------ ------------- Gas 0.800 AFUE Attic AirCond 10.00 SEER Attic Location/Comments ------------------------ ENTRY,KIT,NOOK,BATH SHOWER,HEARTH Duct Thermostat R -value ------- Type ------------ R-4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Tank External Size Insulation (gal) ------ R -value ---------- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99 = MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM CF -1R ; I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 I -------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... GARY HAWRINS Company. BRUNO AND HAWRINS Address. 20 CONSTITUTION DR. #A CHICO, CA. 95973 Phone... 530-8.95-1125 License. C- 1869 - . Si ned•`�� ��� g (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... GARY HAWRINS Company. Bruno & Hawkins Address. 20 Constitution Drive, Ste 1 Chico, CA 95973 Phone... (916) 895-1125 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99 Project Address........ LOT 2 ODESSA CT ******* --------------------- MAGAILA, CA. *v4.51* Documentation Author... GARY HAWKINS ******* 1 Building Permit # i Bruno & Hawkins I 20 Constitution Drive, Ste 1 1 Plan Check / Date I Chico, CA 95973 I 1 (916) 895-1125 1 Field Check/ Date 1 Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM MF -1R 1 I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 1 ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed._ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99 I MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 S ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance pilot < 150 Btu/hr.). V/with LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40.lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99. Project Address........ LOT 2 ODESSA CT ******* --------------------- MAGAILA, CA. *v4.51* { Documentation Author... GARY HAWKINS ******* { Building Permit # ! Bruno & Hawkins { { 20 Constitution Drive, Ste 1 ; Plan Check / Date Chico, CA 95973 (916) 895-1125 { Field Check/ Date ; Climate Zone........... 11 -------- ------------ Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- { MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM C -2R ; User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 ------------------------------------------------------------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = - Space Heating.......... 14.21 13.33 0.88 = - Space Cooling.......... 14.74 12.07 2.67 = - Water Heating.......... 11.59 11.59 0.00 = = Total 40.54 36.99 3.55 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2076 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 215 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area.... ........ Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 1844.5 cf 2076 sf 2076 sf 0 sf 16.1 % of floor area 0.59 Btu/hr-sf-F 0.9 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99 I MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 ; ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) ------------------ ------------------------ ------ --------- 2076 1845 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val ----- ----- Azm Tilt Gains Reference Comments --- ---- ----------------- ---------------- HOUSE 1 Wall 441 0.065 17.8 215 90 Yes W.19.2X6.16 FRONT 2 Wall 75 0.065 17.8 215 90 No W.19.2X6.16 GARAGE 3 Door 20 0.330 0 215 90 Yes None FRONT 4 Door 20 0.330 0 215 90 No None GARAGE 5 Wall 160 0.065 17.8 305 90 Yes W.19.2X6.16 LEFT 6 Wall 421 0.065 17.8 305 90 No W.19.2X6.16 GAR/ATTIC 7 Wall 507 0.065 17.8 35 90 Yes W.19.2X6.16 BACK 8 Wall 40 0.065 17.8 80 90 Yes W.19.2X6.16 BACKRIGHT 9 Wall 436 0.065 17.8 125 90 Yes W.19.2X6.16 RIGHT 10 Wall 81 0.065 17.8 125 90 No W.19.2X6.16 ATTIC 11 Roof 1208 0.033 38 n/a 0 Yes R.38.2X4.24 ATTIC 12 Roof 868 0.033 38 215 14 Yes R.38.2X4.24 VAULT 13 Floor 2076 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES # of --------------------- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type --------- Type ------ value Azm Tlt Only Shade Description ----- --- --- ---- --=- --------------- ----------- HOUSE ----- ---- 1 Window 16.0 2 Vinyl Slider 0.600 215 90 0.88 0.78 Drapes.Std 2 Window 6.0 2 Vinyl Slider 0.600 215 90 0.88 0.78 Drapes.Std 3 Window 30.0 2 Vinyl Slider 0.600 215 90 0.88 0.78 Drapes.Std 4 Window 7.5 2 Vinyl Fixed 0.570 215 90 0.88 0.78 Drapes.Std 5 Window 7.0 2 Vinyl Fixed 0.570 215 90 0.88 0.78 Drapes.Std 6 Window 18.0 2 Vinyl Fixed 0.570 215 90 0.88 0.78 Drapes.Std 7 Window 4.5 2 Vinyl Fixed 0.570 215 90 0.88 0.78 Drapes.Std 8 Window 30.0 2 Vinyl Slider 0.600 215 90 0.88 0.78 Drapes.Std 9 Door 20.0 2 Wood Hinged 0.550 305 90 0.88 0.78 Drapes.Std 10 Window 48.0 2 Vinyl Slider 0.600 35 90 0.88 0.78 Drapes.Std 11 Window 30.0 2 Vinyl Slider 0.600 35 90 0.88 0.78 Drapes.Std 12 Door 40.0 2 Vinyl Slider 0.550 35 90 0.88 0.78 Drapes.Std 13 Window 24.0 2 Vinyl Fixed 0.570 35 90 0.88.0.78 Drapes.Std. 14 Window 12.0 2 Vinyl Slider 0.600 125 90 0.88 0.78 Drapes.Std 15 Window 12.0 2 Vinyl Slider 0.600 125 90 0.88 0.78 Drapes.Std 16 Window 30.0 2 Vinyl Slider 0.600 125 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R -----------------------------------------------------------------=------------- ------------------------------------------------------------------------------- Project Title.......... MICHAELS RESIDENCE Date......... 01/20/99 MICROPAS4 v4.51 File-MICHAELS Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 ; ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS THERMAL MASS Area Thick ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin--, (in) ----- Cap ----- Area R -value Location/Comments -------- -------------------------- HOUSE Left Rght Attic 1 InteriorHorz 482 1.0 24.0 . 0.67 Surface (sf) ----- Hght ----- Wdth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- ----------- HOUSE 1. Window 16.0 4 n/a 1 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 3 n/a 1 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 18.0 6 n/a 7 1 n/a. n/a n/a n/a n/a n/a n/a n/a 7 Window 4.5 1.5 n/a 7 -1.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 30.0 5 n/a 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 20.0 6.67 n/a 17 2.75 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 48.0 4 n/a 1 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 30.0 5 n/a 9 1.5 n/a n/a n/a n/a n/a n/a n/a n%a 12 Door 40.0 6.67 n/a 9 2.75 n/a n/a n/a. n/a n/a n/a n/a n/a 13 Window 24.0 2 n/a 9 .25 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 4 n/a 17• 1.75 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS HVAC SYSTEMS Area Thick Heat Conduct- Surface Mass Type --------------- (sf) ------ (in) ----- Cap ----- ivity -------- R -value Location/Comments -------- -------------------------- HOUSE Gas 0.800 AFUE Attic 1 InteriorHorz 482 1.0 24.0 . 0.67 R-0.0 ENTRY,KIT,NOOK,BATH 2 InteriorVert 134 1.0 24.0 0.67 R-0.0 SHOWER,HEARTH HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Minimum Duct Duct Duct System Type ---------------- Efficiency -------------------------- Location R -value ------- Efficiency ---------- HOUSE Gas 0.800 AFUE Attic R-4.2 0.830 AirCond 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ HVAC SIZING Page 1 HVAC Project Title.......... MICHAELS RESIDENCE Date........ 01/20/99 Project Address.. ••• .. LOT 2 ODESSA CT ******* --------------------- MAGAILA, CA. *v4.51* I I Documentation Author... GARY HAWKINS ******* I Building Permit # i Bruno & Hawkins .I I 20 Constitution Drive, Ste 1 I Plan Check / Date I Chico,.CA 95973 I I (916) 895-1125 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, .Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS4.v4.51 File-MICHAELS Wth-CTZ11S92 Program -HVAC SIZING I I User#-MP0666 User -Bruno & Hawkins Run -PLAN 2076 i ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- FloorArea ................. .Volume ..................... Front Orientation.......... Sizing Location.......... . Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ..........:.... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2076 sf 1844..5 cf Front Facing MAGALIA 37 degrees 18 F 70 F 94 F 78 F 35 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 215 deg (SW) -------------------------------- Heating Cooling Description ----------- (Btuh) (Btuh) ----------- --------------------------------- Opaque Conduction and Solar...... 15608 4287 Glazing Conduction ............... 10201 3139 Glazing Solar .................... n/a 12569 Infiltration ..................... 1550 217 Internal Gain .................... n/a 2100 Ducts ............................ 2736 2231 Sensible Load. ................... 30095 24544 Latent Load ...................... n/a ----------- 4909 ----------- Minimum Total Load 30095 29452 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Job number » 9898 DATB 1/20199 Structural Calculations for Sean Michaels Paradise Pines. Ca. Bruno & Hawkins Architects 20 Constitution Dr. Ste. A Chico. Ca. 95913 (530) 895-1125 15301 893-0532 Fax Y-0 CALCDAPA 11/13/91 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description ))Kerner Residence ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1994 UBC / 1991 NDS 1986 AISI Wind loading Basic Wind speed : 80 NPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 26 PSF Floor live load 40 PSF Balcony live load: n/a Soil data Allowable bearing: 1200 PSF No. 5505 Engineer's Computation Pad -�C-9. J !t J n_ LOAD -S 8:15 AM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 1/20/99 ------------------------------------------------------------------------ DESCRIPTION » )) ------------------------------------------------------------------------ ASSEMBLY )ROOF SLOPE > 7.00IN 12 m > 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9:50 9.50 23 5/8' PLYWOOD 1.80 1.80 39 2 X 6 - 24' 1.10 1.10 35 2 X 4 - 24' .70 .70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8' GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 20.10 USE: 21.00 PSF LL 26.00 PSF ------------------------------------------------------------------------ TL 47.00 PSF ASSEMBLY )WALL SLOPE ) IN 12 m > DEGREES NO. DESCRIPTION 81 WOOD SIDING 21 3/8' PLYWOOD 34 2X4-16' 58 INSULATION R19 64 NISC. 83 1/2' GYPSUM BD UNIT WT. PITCH? ADJ. WT. 3.00 3.00 1.10 1.10 1.10 1.10 1.10 1.10 2.00 2.00 2.50 2.50 ------------------------------------------------------------------------ DL 10.80 USE: 11.00 PSP LL PSF ---------------------- b 11.00 PSF LOAD -S 8:42 AM ----------------------- m 8-13-92 LOAD SUMMARY NODULE 1/20/99 ------------------------------------------------------------------------ DESCRIPTION » ------------------------------------------------------------------------ ASSEMBLY )ROOF -2 SLOPE > 1.00IN 12 > 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 23 518" PLYWOOD 1.80 1.80 39 2 R 6 - 24" 1.10 1.10 ------------------------------------------------------------------------ DL 12.40 USE: 13.00 PSF LL 26.00 PSF --------------- --------------------------------------------------------- TL 39.00 PSF ASSEMBLY )FLOOR -2 SLOPE > IN 12 m > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 3/4" CERAMIC TILE 10.00 10.00 24 3/4" PLYWOOD 2.30 2.30 38 2 % 6 - 16" 1.10 1.10 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ----------------------------------------------------------- ------------ DL 11.10 USE: 18.00 PSP LL 40.00 PSF ------------------------------------------------------------------------ TL 58.00 PSF LOAD -S 8:16 AN ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY NODULE 1/20/99 ------------------------------------------------------------------------ DESCRIPTION » ------------------------------------------------------------------------ ASSENBLY )FLOOR SLOPE > IN 12 m > DEGREES NO. DESCRIPTION 77 CARPET/PAD 24 3/4' PLYWOOD 38 2X6-16' 58 . INSULATION R19 64 NISC. UNIT WT. PITCH? ADJ. WT. 1.00 1.00 2.30 2.30 1.10 1.70 1.10 1.10 2.00 2.00 -------------------------------------------- DL 8.10 USE: LL -------------------------------------------- TL ------------=------------- 9.00 PSF 40.00 PSP -------------------------- 49.00 PSF 21 7 MAXSPAN2 8:58 AN , ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 1/20/99 Description ))TYPICAL ROOF RAFTER. ------------LOADING DATA----------- -----------GENERAL DATA -----=------ Dead load > .013 ksf Load duration factor > 1.250 Live load > .026 ksf Joist spacing > 24.000 inches Total load > .039 ksf ;Repetitive IY/N)?) Y Tributary load > .078 klf I ----------------------------------- Concentrated load) .000 kips 1 Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES ------------ --------------- Membei thickness ) 1.500 inches Member Width ) 5.500 inches Section modulus ) 7.563 in"3 Area ) 8.250 in"2 Moment of inertia ) 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- t Base values Species Grade Fb Ft Fv FCA Fc= E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc S1 Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv FcA Fc= E DPL NO2 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM SPARS ------------------------------ Max. span as limited by: Bending > 10.281 feet Shear > 16.747 feet Total load deflection (L/240) > 9.824 feet APL > .491 inches Live load deflection (L/3601 > 9.820 feet kLL > .327 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive With concentrated load? > Y Max span as limited by concentrated loading ) .000 feet Check stresses due to concentrated loading.... V uniform DL > 000 kips ! V concentrated load > .000 kips V cap of joist > .653 kips (ok) % of allowable > .000 N uniform OL > .000 ft -kips N max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips (ok) $ of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 G a E 0 U y U') ti 00 LO 0 ,n .6 tm Z w r� � /Z,P5 - SSBK 6 8:23 AN ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 1120199 -----------------------------------------------7------------------------ Description » RB -1 ---------------------------------GENERAL-------------------------------- Span IL) > 9.000 feet Repetetive ? ) N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > ,000 feet. Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .065 kips1ft 33 % TL Uniform live load > .130 kips/ft " 67 % TL Uniform total load > .195 kips/ft Endreactions ......................***** DL > .293 kips LL > .585 kips TL > .878 kips Designloads ............................ Total load moment (M) ) 1.974 ft -kips Total load shear IVI ) .878 kips ------------=-------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FCA Fez E DPL NO1 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fes Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FCA Fez E DFL Rol 1000 743 95 625 1450 1700000 --------------------------------BEAN DATA --------------------------_---- Member Width ) 5.500 inches Member depth ) 9.250 inches Required Actual Comment S (ia"3) > 23.693 78.432 (ok) A (in"2) > 11.482 50.875 (ok) I (in"4) > 362.749. ------------------------------DEFLECTIONS------------------------------- Total load deflection > .047 inches L/ 2314 (OK) Live load deflection > .031 inches L/ 3470 (OK) Dead load deflection > .016 inches Minimum camber (glu-lams) > .023 inches (1.51DL deflection) Standard 2000'R camber > .061 inches --------------------------CHECK KIN. BRG. AREA -------------------------- Minimum area > 1.404 in'2 Minimum length > .255 inches Assuming full Width bearing to SSBM 6 8:26 AN ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 1/20/99 ---------------------------------------------------------------------- Description » RB -2 ---------------------------------GENERAL-------------------------------- Span (L) ) 10.250 feet Repetetive ? > N Reduce shear for bm depth ) Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .399 kips/ft 45 TL Uniform live load > .494 kips/ft 55 $ TL Uniform total load > .893 kips/ft Endreactions ........................... DL ) 2.045 kips LL ) 2.532 kips TL ) 4.577 kips Designloads ............................ Total load moment (M) > 11.728 ft -kips Total load shear (V) > 4.577 kips ------------=-------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFGL 24F -V4 1000 675 95 625 1450 1700000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to FcS Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft FV FcA Fc= E DFGL 24F -V4 987 675 95 625 1450 1700000 ---------------------------=----BEAN DATA ------------------------------- Kember width > 5.125 inches Member depth > 13.500 inches Required. Actual Comment S (in"3) > 142.585 155.672 (ok) A (in"2) > 56.400 69.188 (ok) I (in"4) > 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .124 inches L/ 991 (OK) Live load deflection > .069 inches L/ 1791 (OK) Dead load deflection > .055 inches Minimum camber (glu-lams) > .083 inches (1.5*DL deflection) Standard 2000'R camber > .079 inches --------------------------CHECK KIN. BRG. AREA -------------------------- Kinimum area > 7.323 in"2 Kinimum length > 1.429 inches Assuming full width bearing ut MAXSPAN2 8:59 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 1/20/99 Description ))FLOOR JOIST ------------LOADING DATA-----------l------------GENERAL DATA ------------ Dead load > .018 ksf !Load duration factor ) 1.000 Live load > .040 ksf !Joist spacing ) 16.000 inches Total load ) .058 ksf !Repetitive (Y/N)?) Y Tributary load ) .077 klf ! -----------------------------------1 Concentrated load) .000 kips ! Eq uniform load ) .000 klf ! ---------------------------SECTION PROPERTIES --------------------------- Member thickness ) 1.500 inches Member width ) 5.500 inches Section modulus ) 7.563 in"3 Area ) 8.250 in"2 Moment of inertia ) 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf ) 1.300 (APPLY TO Fb) Size factor Cf ) 1.300 (APPLY TO Ft) Size factor Cf ) 1.100 (APPLY TO Fc S1 Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv FCA FCC E DPL NO2 1308 748 95 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 9.235 feet Shear >' 13.513 feet Total load deflection (L/2401 > 9.852 feet APL > .493 inches Live load deflection (L/360) > 9.738 feet kLL > .324 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading ) .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .523 kips (ok) E of allowable > .000 N uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > .824 ft -kips (ok) % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 ca a 0 U co to I% - C) C) (D IO a) Lo .� .Z W 1�! M- 05 SSBM 6 9:03 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 1/20/99 Description » GIRDER ---------------------------------GENERAL-------------------------------- Span W > 5.330 feet Repetetive.? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > ,144 kips/ft 31 % TL Uniform live load > .320 kips/ft 69 % TL Uniform total load > .464 kips/ft Endreactions ........................ - DL > .384 kips LL > .853 kips TL > 1.237 kips Designloads ............................ Total load moment IMI ) 1.648 ft -kips Total load shear (V) ) 1.231 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFL H02 875 575 95 625 1300 1600000 Size factor Cf > 1.300 Apply to Fb Size factor Cf > 1.200 Apply to Ft Size factor Cf > .1.050 Apply to Fc S Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FcA Fc= E DFL X02 1138 690 95 625 1365 1600000 --------------------------------BEAN DATA ------------------------------- Member Width ) 3.500 inches Member depth ) 1.250 inches Required Actual Coiment S (in"3) ) 11.383 30.661 (ok) A (in"2) ) 15.098 25.315 (ok) I (in"4) > 111.148 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .047 inches L/ 1350 (OK) Live load deflection > .033 inches L/ 1957 (OK) Dead load deflection > .015 inches Minimum camber lglu-lams) > .022 inches (1.5'DL deflection) Standard 2000'R camber > .021 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area ) 1.978 in"2 Minimum length ) .565 inches Assuming full Width bearing M c 0 rRj 4- M a c 0 a 0 U LL o� L� Lo .s rn z w be) [(0 PT FTG2 8:32 AN ------------------------------------------------------------------------ Rev 9-30-93 Point footing 1120199 Description ))F -1 -------------Load data-------------1--------------Soil data ------------- P > 11.754 kips !Soil brg capacity) 1.200 ksf Uniform load > .000 kips/ft 1 Live load % > .600 --------------Concrete-------------I----------Reinforcing steel--------- F'c > 2.500 ksi !Fy > 40.000 ksi m > 18.824 I m > .900 1 -------------=----------------Footing data ------------------------------ Footing size > 3.500 feet Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. Id] ) 8.000 inches Footing weight ) 1.838 kips Total P axial ) 13.592 kips Total bearing pressure ) 1.110 ksf (ok) Net bearing pressure > .960 ksf Factored bearing pressure > 1.345 ksf (1.1tLL+1.4tDL) ---------------------------=Footing stresses ---------------------------- Diagonal tension - factored loads - one way action (ok) Vu=(P net)t(effective areal ) 6.669 kips Vn=Vc=2(F'c)".5tbwtd ) 33.600 kips ® Vn ) 30.240 kips Diagonal tension - factored loads - two way action (ok) Vu=(P net)t(effective areal ) 15.879 kips Vn=Vc=4(F'c)".5tbotd ) 51.200 kips m Vn ) 46.080 kips -------------------------Footing reinforcement ------------- ------------- Nu=(P net)tbl"212 ) 2.060 ft-kips/ft Required Rn=(Mu/mlbd"2 ) 35.757 psi Required p (bending moment) > .0009 Required As (bending moment) > .087 in"2/ft = .303 in"2 Nin. required p UBC 2610(f) > .0012 33% increase applied Nin. required As UBC 2610(f) > .115 in"2/ft = .403 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement--! 3 No. 4 bars e.w. 1 2 No. 5 bars e.w. I, 1 No. 6 bars e.w. ! 1 No. 7 bars e.w. 1 1117 PT FTG2 8:36 AM ----------------------------- ------------------------------------------ Rev 9-30-93 Point footing 1/20/99 Description ))F -2 -------------Load data ------------- l -------------- Soil data ------------- P > 4.577 kips !Soil bra capacity) 1.200 ksf Uniform load > .893 kips/ft ! Live load % > .550 --------------Concrete-------------I----------Reinforcing steel--------- F'c. > 2.500 ksi !Fy > 40.000 ksi m > 18.824 ! m > .900 ! ---------=--------------------Footing data ------------------------------ Footing size ) 2.670 feet Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. (d) ) 8.000 inches Footing Weight ) 1.069 kips Total.P axial ) 8.031 kips Total bearing pressure ) 1.126 ksf (ok) Net bearing pressure > .976 ksf Factored bearing pressure > 1.369 ksf (1.7'LL+1.4*DL) -----------------------=---- Footing stresses ---------------------------- Diagonal tension - factored loads - one Way action (ok) Vu=(P net)t(effective area) > 3.661 kips Vn=Vc=2(F'c)^.5*bw=d > 25:632 kips m Vn > 23.069 kips Diagonal tension - factored loads - two way action (ok) Vu=(P netli(effective areal > 9.149 kips Vn=Vc=41F'c)".5tbo=d > 51.200 kips m Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Ku=(P net)=bl"2/2 > 1.220 ft-kips/ft Required Rn=(Mu/m)bd"2 > 21.175 psi Required p Ibending moment) > .0005 Required As (bending moment) > .051 in"2/ft = .136 in"2 Nin. required p UBC 2610(f) > .0007 33% increase applied Nin. required As UBC 2610(f) > .068 in"2/ft = .181 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement--! 1 No. 4 bars e.w. ! 1 No. 5 bars e.w. I 1 No. 6 bars e.w. ! 1 No. 7 bars e.w.. I PT FTG2 11:16 AN ------------------------------------------------------------------------ Rev 9-30=93 Point footing 1/20/99 Description ))F -3 -------------Load data -------------;--------------Soil data ------------ P > 12.055 kips Soil bra capacity) 1.200ksf Uniform load > .000 kips/ft ; - Live load % > 58.000 --------------Concrete-------------;----------Reinforcing steel --------- V c ) 2.500 ksi ;Fy ) 40.000 ksi m ) 18.824 m ) .900 ------------------------------Footing data ------------------------------ Footing size ) 3.500 feet . Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. (d) ) 8.000 inches. Footing Weight ) 1.838 kips Total P axial ) 13.893 kips Total bearing pressure ) 1.134 ksf (ok) Net bearing pressure > .984 ksf Factored bearing pressure >' 1.549 ksf (1.1tLL+1.4tDL) ----------------------------Footing stresses---------------------------- Diagonal tension - factored loads - one Way action (ok) Vu=(P net)t(effective area) ) 7.680 kips Vn=Vc=2(F'c)".5tbwtd ) 33.600 kips Z1Vn ) 30.240 kips Diagonal tension - factored loads - two Way action (ok) Vu=(P net)t(effective area) ) 18.286 kips Vn=Vc=4(F'c)".5tbotd ) 51.200 kips I Vn ) 46.080 kips -------------------------Footing reinforcement -------------------------- Ku=(P net)tbl•2/2 ) 2.372 ft-kips/ft Required Rn=(Nu/m)bd"2 ) 41.111 psi Required p (bending moment) ) .0010 Required As (bending moment) 1 .100 inl /ft = .349 in"2 Min. required p UBC 2610(f) > .0014 33% increase applied Min. required As UBC 2610(f) > .133 in"2/ft = .465 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement--{ 3 go. 4 bars e.W. 2 No. 5 bars e.W. 2 No. 6 bars e.W. 1 No. 7 bars e.W. 1 0 File - )SBEARV 8:08 AN 1!20/99 ------------------------------------------------------------------------ Rev. 7-20-95 Shearwall schedule R.: . ------------------------------------------------------------------------ Description )> ------------------------------------------------------------------------ Nark Description ' RF DF 1 3/8' cdx plywood with Rd nails .216 .264 at 60. 12" O.C. 2 3/8" cdx plywood with Rd nails .315 .384 at 4', 12" O.C. 3 318" cdx plywood with 8d nails .403 .492 at 3", 12' o.c. 4 1/2" cdx plywood with 10d nails .254 .310 at 6". 12' o.c. 5 1/2" cdx plywood with 10d nails .377 .460 at 49, 12" o.c. 6 1/2' cdx plywood with 10d nails .492 .600 at 3", 12" C.C. 7 1/2" gyp bd with 5d nails wind .082 .100 at 7" o.c. edge 6 field seismic .041 .050 8 518" gyp bd with 6d nails wind .094 .115 at 7" o.c. edge & field seismic .047 .058 9 7/8' cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples. (7/8' leg) at 6' o.c. 10 3/8' plywood siding with 8d nails .131 .160 at 6', 12' o.c. 11 5/16' hardipanel siding with no. 11 ga. 1 1/2" .200 long galy. roofing nails at 6", 12' o.c. Description » DDDDODDDDODDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Exposure > B Importance factor > 1.00. Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > 9.00 in 12 i > 36.87 degrees PRIMARY FRAMES AND SYSTEMS ' ' ' Direction Ht. c0'-15'> <20'> (251) <30'> c40'> Assembly description Ce .62 .67 .72 .76 .84 DDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Ca WALLS Windward walls .80 .0081 .0088 .0094 .0100 .0110 Inward Leeward walls .50 .0051 .0055 .0059 .0062 .0069 Outward Total wall .0132 .0143 .0154 .0162 .0179 R 0 0 F Wind perpendicular to ridge Leeward or flat roof .70 .0071 .0077 .0083 .0087 .0096 Outward Windward roof Slope 9:12 to 12:12 .40 .0041 .0044 .0047 .0050 .0055 Inward Roof total .0112 .0121 .0130 .0137 .0152 Wind parallel to ridge and flat roofs .70 .0071 .0077 .0083 .0087 .0096 Outward ' ' ' E L E N E N T S AND COMPONENTS WALL All structures 1.20 .0122 .0132 .0142 .0150 .0165 Inward Enclosed structures 1.20 .0122 .0132 .0142 .0150 .0165 Outward Open structures 1.60 .0163 .0176 .0189 .0199 .0220 Outward Parapets 1.30 .0132 .0143 .0154 .0162 .0179 Inwardloutward ROOF Enclosed structures Slope 9:12 to 12:12 1.10 .0112 .0121 .0130 .0137 .0152 Outward or Slope 9:12 to 12:12 .80 .0081 .0088 .0094 .0100 .0110 Inward Open structures Slope 9:12 to 12:12 1.60 .0163 .0176 .0189 .0199 .0220 Outward or Slope 9:12 to 12:12 .80 .0081 .0088 .0094 .0100 .0110 Inward LOCAL AREAS AT DISCONTINUITIES Wall corners 2.00 .0203 .0220 .0236 .0249 .0276 Outward Canopies or overhangs at eaves or rakes 2.80 .0285 .0308 .0331 .0349 .0386 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0305 .0330 .0354 .0374 .0413 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0203 .0220 .0236 .0249 .0276 Upward Z'L No. 5505 Engineers Computation Pad -- --- t--* —I-- — — —; — --- — — — — — — _� _ of IJ. I i ....._ .._ ..__ III j — •-- I I I .III i .1 I , i , ! ! , ' t , ; � , I'-- ---, -- -- - •-- i--- ---�-•---•---...._. - ---- - -- •- - ----- fib: ------•--- - : I + ' ____.._--- �-�-----•-� . I -� toad � .. i + _ I 1 I : I 1 � � -- !-- ' �� i. • II ® III I : w F1 II• ':.I I I IIII I I 1.. I • t : � 1 � I � � rt: i I _ I r ' II i , • L_. s F -1- (313 F No. 5505 Engineers Computation Pad D1101, 11 T" . . . . ..... TY mv t t-4 -(S V's tj ------ - ----7 4., 133 zi. 75 F -1- (313 F No. 5505 Engineers Computation Pad D1101, 11 T" No. 5505 Engineers Computation Pad No. 5505 Engineer's Computation Pad ssClyCP -7 a N O y -j p- N �1 �� 21 Liu G `� k f .0 tn ami _1...._ _.;.Ga� l\....�(12`�\�v� LO Z W �.LO C�$L� �p 2/vZ 2��c l0' X35 0 4¢CA . o1)(d,r: LAND DEVELOPMENT . OROVILLE / CHICO Q�,_©1 BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 11 `f' �/zoCK n 01W NAME OWNERS (� 1VL.� I'S NUMBER V `t p D^ PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: P / FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR O APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREA DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION:. DATE OF RECORDING: 7 LOT 3 7 BOOK �U PAGE 2 COMPLIANCE WITH OLD SU�IVISION OT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ►►// NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIMON UNLESS OTHERWISE NOTED. 41. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8 Game at 916-355-7010. r —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees., X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending j examination of the site by a professional archaeologist. This person would then be able to assess the site significance and + suggest appropriate mitigation measures. 4 21. 22. 23. i 24. -- r — i 25. 26. i Ala 1N3W 13na 4N\fl 311118 A0 A1NnOD I 66619 ` 933 ®3ni333H LD 6/98 FORMS\BLDG PERMIT CLEARANCE RESIDENTIAL PLAN CHECKING GUIDE 51NULE F MILY, DUPLEX AND MISCELLANEOUS ONLY .._ OWNER: �S BU LDING ER ; Do PLAN CHECKER A P. NUMBER:'- MY1 AT Zoning requirements: (side yards and number of permitted Valuation �,. Plans signed by designer. . Proper description of work on application Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).' Recorded notice of violation. PLOT PLAN: - Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, water render, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E:C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment Location of water beaters, heating and cooling equipment, other electrical or gas equipment Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: laadiags, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). rick or stone veneer (Sxtion 1403)• . Exterior plaster - weep scneeda (Section 25(6). Troper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard).:: Foam insulation = protection. 36- halls and stairways. Living area over garage - complete 1-hoiir'separatioa iegiur+ed on garage side iacludinB sup''" p�g w Pte. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). T Combustion air for fuel burning appliances - L.P.G. requirements. Eloise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. —jell t ell G, .. , ✓ ) July 1996 3.3 Wy 1 �/� �o nrG d7t- nJ i� C,/ O N ill - / e2 o w lk-/ Ns 2 C,4 / ! �''.� s /a L- t- rt, A N. /'Yl.9 A��'049f C� 1s AAAJ ��•�—Ls 77lel II X11 P f � Job number 9898 DAT8 1/20/99 Structural Calculations for Sean Michaels Paradise Pines. Ca. Bruno d Hawkins Architects 20 Constitution Dr. Ste. A Chico. Ca. 95913 (530) 895-1125 (530) 893-0532 Fax CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description ))Kerner Residence ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1994 UHC 11991 NDS 1986 AISI Wind loading Basic Wind speed 80 MPH Exposure B Seismic loadino_ Seismic zone 3 Gravity loading Roof live load 26 PSF Floor live load 40 PSF Balcony live load: n/a Soil data Allowable bearing: 1200 PSF No. 5505 Engineers Computation Pad J ' - CN ,! J LOAD -S 8:15 AN ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY NODULE 1/20/99 ------------------------------------------------------------------------ DESCRIPTION » ------------------------------------------------------------------------ ASSEMBLY )ROOF SLOPE > 1.00IN 12 m > 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9:50 9.50 23 5/8" PLYWOOD 1.80 1.80 39 2 % 6 - 24" 1.10 1.10 35 2 R 4 - 24" .10 .10 60 INSULATION R38 2.20 2.20 64 MISC. 2:00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 20.10 USE: 21.00 PSF -------------- LL =--------------------------- 26.00 PSF TL ------------------------------ 41.00 PSF ASSEMBLY )WALL SLOPE > IN 12 m > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 81 WOOD SIDING 3.00 3.00 21 3/8" PLYWOOD 1.10 1.10 3.4 2 % 4 - 16" 1.10 1.10 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------- DL 10.80 USE: 11.00 PSF LL PSF ------------------------------------------------------------------- TL 11.00 PSP LOAD S 8:42 AN ----------------------- ------------------------------------------------- REV 8-13-92 LOAD SUMMARY NODULE 1/20/99 DESCRIPTION » ------------------------------------------------------------------------ ASSEMBLY )ROOF -2 SLOPE > 7.00IN 12 a > 30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. - 15 T:15 CONCRETE TILE 9.50 9.50 23 5/8" PLYWOOD 1.80 1.80 39 2 % 6 - 24" 1.10 1.10 ------------------------------------------------------------------------ DL 12.40 USE: 13.00 PSP LL 26.00 PSP ------------------------------------------------------------------------ TL, 39.00 PSP ASSEMBLY )FLOOR -2 SLOPE ) IN 12 a > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 75 3/4" CERAMIC TILE 10.00 10.00 24 3/4' PLYWOOD 2.30 2.30 38 2 % 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 RISC. 2.00 2.00 ------------------------------------------------------------------------ DL 17.10 USE: 18.00 PSP LL 40.00 PSP ------------------------------------------------------------------------ TL 58.00 PSF a LOAD -S 8:16 AN ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY NODULE 1120199 --------------------------------------------------- DESCRIPTION » ------------------------------------------------------------------------ ASSENBLY )FLOOR SLOPE > IN 12 m > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 29 3/9" PLYWOOD 2.30 2.30 38 2 % 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 69 NISC. 2.00 2.00 ------------------------------------------------------------------------ DL 8.10 USE: 9.00 PSP LL 90.00 PSP -------------------------------------------------------------=---------- TL 99.00 PSP u MAXSPAN2 8:58 AN ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 1120/99 Description ))TYPICAL ROOF RAFTER ------------LOADING DATA -----------!------------GENERAL DATA ------------ Dead load > .013 ksf Load duration factor > 1.250 Live load > .026 ksf (Joist spacing ) 24.000 inches Total load > .039 ksf !Repetitive (Y/N)?) Y Tributary load > .078 klf ! -----------------------------------1 Concentrated load) .000 kips ! Eq uniform load ) .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness ) 1.500 inches Member width ) 5.500 inches Section modulus ) 7.563 in"3 Area ) 8.250 in"2 Moment of inertia ), 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcJ FCC E DPL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc S) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv FcA FCC E DFL NO2 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 10.281 feet Shear > 16.747 feet Total load deflection (L/240) > 9.824 feet HL > .491 inches Live load deflection (L/360) > 9.820 feet hLL > .327 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading ) .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips (ok) % of allowable > .000 M uniform DL > .000 ft -kips N max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips (ok) % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 124> No. 5505 Engineer's Computation Pad n �1 o � O � X 11 i' v c 124> No. 5505 Engineer's Computation Pad �1 w 11 i' SSBN 6 8:23 AN ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 1/20/99 Description » RB -1 ---------------------------------GENERAL-------------------------------- Span IL) > 9.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > ,000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .065 kips/ft 33 % TL Uniform live load > .130 kips/ft 67 % TL Uniform total load > .195 kips/ft Endreactions ........................... DL > .293 kips LL > .585 kips TL > .878 kips Designloads ............................ Total load moment IMI 1.974 ft -kips Total load shear (V) > .878 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FCA Fc= B DFL NOl 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fc S Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FcA Fc= E DFL NO1 1000 743 95 625 1450 1700000 --------------------------------BEAN DATA ------------------------------- Member width ) 5.500 inches Member depth ) 9.250 inches Required Actual Comment S (in"3) > 23.693 78.432 (ok) A (in"2) > 11.482 50.875 (ok) I (in"4) > 362.749 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .047 inches L/ 2314 (OR) Live load deflection > .031 inches L/ 3470 (OK) Dead load deflection > .016 inches Minimum camber (glu-lams) > .023 inches (1.5*DL deflection) Standard 2000'R camber > .061 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.404 'in'2 Minimum length > .255 inches Assuming full width bearing to SSBM-6 8:26 AN ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM' LOAD 1/20/99 Description » RB -2 ---------------------------------GENERAL-------------------------------- Span IL! ) 10.250`feet Repetetive ? > N Reduce shear for bm depth ) Y Laterally supported (Y/N) ) Y lu ) .000 feet le > .000 feet Slenderness factor Cs ) .000 Ck ) 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .399 kips/ft 45 E TL Uniform live load > .494 kips./ft 55 % TL Uniform total load > .893 kips/ft Endreactions ........................... DL ) 2.045 kips LL ) 2.532 kips TL ) 4.577 kips Designloads.......... ................... Total load moment (MI ) 11.728 ft -kips Total load shear MVI ) 4.577 kips ------------=-------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FCA Fc= E DFGL 24F -V4 1000 675 95 625 1450 1700000 Size factor Cf > .987 Apply to Fb Size factor Cf ) 1.000 Apply to Ft Size factor Cf ) 1.000 Apply to Fes Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FCA Fez E DFGL 24F -V4 987 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Coament S lin"31 > 142.585 155.672 (ok) A (in"2) > 56.400 69.188 (ok) I IWO > 1050.785 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .124 inches L/ 991 (OK) Live load deflection > .069 inches L/ 1791 (OK) Dead load deflection .055 inches Minimum camber (glu-lams) > .083 inches (1.51DL deflection) Standard 2000'R camber > .079 inches ----=---------------------CHECK MIN. BRG. AREA -------------------------- Minimum area ) 7.323 in"2 Minimum length ) 1.429 inches Assuming full width bearing ut MA%SPAN2 8:59 AN ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 1/20/99 Description ))FLOOR JOIST ------------LOADING DATA- ------l------------GENERAL DATA ------------ Dead load > .018 ksf ;Load duration factor 1.000 Live load > .040 ksf !Joist spacing ) 16.000 inches Total load > .058 ksf !Repetitive (YIN)?) Y Tributary load > .077 klf ! ----------------------------------- Concentrated load) .000 kips ! Eq uniform load > .000 klf ! ---------------------------SECTION PROPERTIES --------------------------- Member thickness ) 1.500 inches Member Width ) 5.500 inches Section modulus ) 7.563 in"3 Area ) 8.250 in"2 Moment of inertia ) 20.797 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc S1 Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv FcA Fc= E DFL H02 1308 748 95 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending ) 9.235 feet Shear ) 13.513 feet Total load deflection (L/240) ) 9.852 feet hTL > .493 inches Live load deflection (L/360) ) 9.738 feet hLL > .324 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive With concentrated load? > Y Max span as limited by concentrated loading ) .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist ) .523 kips (ok) % of allowable ) .000 N uniform DL ) .000 ft -kips N max with load at midspan > .000 ft -kips M cap of joist > .824 ft -kips (ok) % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 No. 5505 Engineers Computation Pad L1� SSBK 6 9:03 AN ------------------------------------------------------------------------ Rev 9-13-93 SIKPLE SPAN BEAN - UNIFORM LOAD 1/20/99 Description » GIRDER ---------------------------------GENERAL----------------=--------------- Span (LI ) 5.330' feet Repetetive.? > N Reduce shear for bm depth ) Y Laterally supported (YIN) ) Y lu ) .000 feet le > .000 feet Slenderness factor Cs ) .000 Ck ) 34.680 --------------------------------ACTIONS---------------------- ------ Uniform dead load > .144 kips/ft 31 % TL Uniform live load > .320 kips/ft 69 % TL Uniform total load > .464 kips/ft Endreactions ..............:............ DL > .384 kips LL > .853 kips TL > 1.237 kips Designloads ............................ Total load moment IMI ) 1.648 ft -kips Total load shear (VI ) 1.237 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DPL H02 875 575 95 625 1300 1600000 Size factor Cf > 1.300 Apply to Fb Size factor Cf > 1.200 Apply to Ft Size factor Cf > 1.050 Apply to FCS Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FcA Fc= E DFL NO2 1138" 690 95 625 1365 1600000 --------------------------------BEAK DATA ------------------------------- Member width ) 3.500 inches Member depth ) 7.250 inches Required Actual Coament S (in"3) ) 17.383 30.661 (ok) A fin"2) ) 15.098 25.375 (ok) I (in"41 > 111.148 ------------------------------DEFLECTIONS------------------------------- Total load deflection ) .047 inches L/ 1350 (OR) Live load deflection ) .033 inches L! 1951 (OR) Dead load deflection > .015 inches Minimum camber (glu-lams) > .022 inches (1.5'DL deflection) Standard 2000'R -camber > .021 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Kinimum area ) 1.978 in"2 Minimum length ) .565 inches Assuming full width bearing 151> No. 5505 Engineer's Computation Pad cyIZP � o e u 4f- - 0 .. C 6 [e) ko PT FTG2 8:32 AN Rev 9-30-93 Point footina 1/20/99 Description ))F -1 -------------Load data-------------1--------------Soil data ------------- ? ) 11.154 kips ;Soil brg capacity) 1.200 ksf Uniform load > .000 kips/ft 1 Live load > .600 --------------Concrete-------------1----------Reinforcing steel --------- Vc > 2.500 ksi 1Fy > 40.000 ksi m > 18.824 1 m ) .900 1 -------------=----------------Footing data ------------------------------ Footing size - ) 3.500 feet Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. (d) ) 8.000 inches Footing weight ) 1.838 kips Total P axial ) 13.592 kips Total bearing pressure ) 1.110 ksf (ok) Net bearing pressure > .960 ksf Factored bearing pressure > 1.345 ksf (1.ML+1.4sDL) -------------------Footing stresses --------------------- Diagonal tension - factored loads - one way action (ok) Vu=(P net);(effective area) ) 6.669 kips Vn=Vc=2(F'c)".5lbwld ) 33.600 kips m Vn ) 30.240 kips Diagonal tension - factored loads - two way action (ok) Vu=(P net)t(effective areal ) 15.819 kips Vn=Vc=4(F'c)".5'boid ) 51.200 kips m Vn > 46.080 kips ----------=--------------Footing reinforcement -------------------------- Ku=(P net)tbl"2/2 > 2.060 ft-kips/ft Required Rn=(Nu/m)bd"2 > 35.151 psi Required p (bending moeent) > .0009 Required As (bending moments > .081 in"2/ft = .303 in"2 Nin. required p UBC 2610(f) > .0012 33% increase applied Nin. required As UBC 2610(f) > .115 in"2/ft = .403 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement --1 3 No. 4 bars e.w: 1 2 No. 5 bars e.w. I 1 No. 6 bars e.w. I 1 No. 7 bars e.w. 1 IFJ PT FTG2 8:36 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 1/20/99 Description ))F -2 -------------Load data-------------1--------------Soil data ------------- P > 4.577 kips ;Soil brg capacity) 1.200 ksf Uniform load > .893 kips/ft I Live load % > .550 10 --------------Concrete-------------I----------Reinforcing steel --------- F'c > 2.500 ksi IFy > 40.000 ksi m > 18.824 I m > .900 ---------=--------------------Footing data ------------------------------ Footing size ) 2.670 feet Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. (dl ) 8.000 inches Footing weight ) 1.069 kips Total P axial ) 8.031 kips Total bearing pressure ) 1.126 ksf (ok) Net bearing pressure ) .976 ksf Factored bearing pressure > 1.369 ksf (1.7tLL+1.4tDL) ----------------------------Footing stresses ------------------ Diagonal tension - factored loads - one way action (ok) Vu=(P net)t(effective area) > 3.661 kips Vn=Vc=2(F'c)^.5tbwtd > 35.632 kips m Vn > 23.069 kips Diagonal tension - factored loads - two way action (ok) Vu=(P netlt(effective areal > 9.149 kips Vn=Vc=4IF'c)".5tbotd > 51.200 kips m Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Ku=IP net)tbl"212 > 1.320 ft-kips/ft Required Rn=(Mu/m)bd"2 > 31.175 psi Required p (bending moment) > .0005 Required As (bending moment) , ) .051 in"2/ft = .136 in"2 Nin. required p UBC 2610(() > .0007 33% increase applied Min. required As UBC 26101f) > .068 in"2/ft = .181 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement --I 1 No. 4 bars e.w. I 1 No. 5 bars e.w. I 1 No. 6 bars e.w. I 1 No. 7 bars e.w.. 1 PT FTG2 11:16 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 1/20/99 Description ))F -3 -------------Load data-------------1--------------Soil data ------------- P 12.055 kips Soil bra capacity) 1.200 ksf Uniform load > .000 kips/ft 1. Live load % > 58.000 --------------Concrete-------------1----------Reinforcing steel --------- Vc > 2.500 ksi 1Fy > 40.000 ksi m > 18.824 m > .900 ------------------------------Footing data ------------------------------ Footing size ) 3.500 feet Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. (d) ) 8.000 inches Footing weight ) 1.838 kips Total P axial ) 13.893 kips Total bearing pressure ) 1.134 ksf (ok) Net bearing pressure > .984 ksf Factored bearing pressure > 1.549 ksf (1.MV1.4% ) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action (ok) Vu=(P net)'(effective area) ) 7.680 kips Vn=Vc=2(F'c)".5'bw'd ) 33.600 kips m Vn ) 30.240 kips Diagonal tension - factored loads - two way action (ok) Vu=(P net)'(effective area) ) 18.286 kips Vn=Vc=4(F'c)".5'bo'd ) 51.200 kips m Vn ) 46.080 kips -------------------------Footing reinforcement -------------------------- Ku=(P net)'bl"212 ) 2.372 ft-kips/ft Required Rn=(au/m)bd"2 ) 41.177 psi Required p (bending moment) ) .0010 Required As (bending moment) ) .100 in"2/ft = .349 in"2 Min. required p UBC 2610(f) ) .0014 33% increase applied Min. required As UBC 2610(f) > .133 in"2/ft = .465 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement --1 3 No. 4 bars e.w. 1 2 No. 5 bars e.w. 1 2 No. 6 bars e.w. 1 1 No. 7 bars e.w. 1 M File . ------------------------------------------------------------------------ )SBEARV 8:08 AN P20/99 Rev. 7-20-95 Shearwall schedule Description )> ------------------- )) ---------------------------------------------------- Nark Description AF DF 1 3/8' cdx plywood with 8d nails .216 .264 at 6'. 12" O.C. 2 3/8' cdx plywood with 8d nails .315 .384 at 4', 12" C.C. 3 3/8' cdx plywood with 8d nails .403 .492 at 3', 12' o.c. 4 1/2' cdx plywood with 10d nails .254 .310 at 6'. 12' o.c. 5 1/2' cdk plywood with 10d nails .377 .460 at 49. 12' O.C. 6 1/2' cdx plywood with 10d nails .492 .600 at 31. 12" c.c. 7 1/2" gyp bd with _5d nails wind .082 .100 at 7' o.c. edge &.field seismic .041 .050 8 5/8' gyp bd with 6d nails wind .094 .115 at 7' o.c. edge & field seismic .047 .058 9 7/8' cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples. (7/8' leg) at 6' o.c. 10 318' plywood siding with 8d nails .131 .160 at 6', 12' o.c. 11 5/16' hardipanel siding with no. 11 ga. 1 112" .200 long galy. roofing nails at 6". 12" o.c. ----------------- Description » ' ODDDDDDDODDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDOOnODDDDDDDDDDDD Exposure > B Importance factor > 1.00 Basic wind speed > 80.00 mph qs ) 16.40 psf Roof pitch > 9.00 in 12 i ) 36.87 degrees PRIMARY FRAMES AND SYSTEMS ' ' ' Direction Ht. <0'-15'> (201) (251) (30') (40') Assembly description Ce .62 .67 .72 .76 .84 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDODDDDODDDDDDDDDDDDODDDDDDODDDDDD Cq WALLS Windward walls .80 .0081 .0088 .0094 .0100 .0110 Inward Leeward walls .50 .0051 .0055 .0059 .0062 .0069 Outward Total wall .0132 .0143 .0154 .0162 .0179 ROOF Wind perpendicular to ridge Leeward or flat roof .70 .0071 .0077 .0083 .0087 .0096 Outward Windward roof Slope 1:12 -to 12:12 .40 .0041 .0044 .0047 .0050 .0055 Inward Roof total .0112 .0121 .0130 .0137 .0152 ,hind parallel to ridge and flat roofs .70 .0071 .0077 .0083 .0087 .0096 Outward ELEMENTS AND COMPONENTS WALL All structures 1.20 .0122 .0132 .0142 .0150 .0165 Inward Enclosed structures 1.20 .0122 .0132 .0142 .0150 .0165 Outward Open structures 1.60 .0163 .0176 .0189 .0199 .0220 Outward Parapets 1.30 .0132 .0143 .0154 .0162 .0179 Inward/outward ROOF Enclosed structures Slope 9:12 to 12:12 1.10 .0112 .0121 .0130 .0137 .0152 Outward or Slope 9:12 to 12:12 .80 .0081 .0088 .0094 .0100 .0110 Inward Open structures Slope 9:12 to 12:12 1.60 .0163 .0176 .0189 .0199 .0220 Outward or Slope 9:12 to 12:12 .80 .0081 .0088 .0094 .0100 .0110 Inward LOCAL AREAS AT DISCONTINUITIES Wall corners 2.00 .0203 .0220 .0236 .0249 .0276 Outward Canopies or overhangs at eaves or rakes 2.80 .0285 .0308 .0331 .0349 .0386 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0305 .0330 .0354 .0374 '.0413 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0203 .0220 .0236 .0249 .0276 Upward No. 5505 Engineer's Computation Pad 4 .�t4 tj -.. _ 11 N CL c 0 71 P 1-4 L No. 5505 1%�;+1►r Engineets Computation Pad j *--- •--.. .. _'. _ .. _ ..�. � ._ _._ Y.O. .. � `� �� . r'r - •– ---. `' • I r1 — fi _ =- -� w-✓ J a N v L---J v i v. O � �MITIT t , _ 0 Q A --' - -� - - - N T � _ w. • TO W (P a F � No. 5505 Engineer's Computation Pad No. 5505 Engineers Computation Pad lk- s = �` s �> Q � r 1 W� W C1 (ci N rt J . N 171- �. J Hoof 111mi Aiuiet�+w��l TO: Building Depnrtmont FROM: ElIvlronmental Health SUBJECT: Sanitation Clearance ___Dj Owner Location / AP## Plan Approved for: Seer aoo Disposal _ Water Supply: Well Clearance Clearance for —'� bedroom 1 i , home. Other --------__—_-- --- Hold final for: Final clearance O.K. for:— NOTE: Environmental ealth Specialist Date 8/92 1 i '�► C 7.. I CONCMET p 'i RoC, til) � rbc= w 5 1I e L'tAllivol orr-r 1�6 VENT DRYER "'�'.�^a �..'; :_;' 1 e + ; 1 1 l'" C b 'aril �1�.r '^�,. l r- ',•,. q ., .. '4R a �«,.�►��t�:�. `` �,/� 1• \Jtf�.. 1 �».. 1ii L G`Clt!ltt? IM I 'e! { a iii i r g I. .. VINYL , ::. I Sull ilia drt" 'f r 1� AIR to �s �i V �, !#? r, r wl- /krr � t% . �a*>' ,,. .rw...: -•,.tet. .- i t t U JFnt t r. C , : # , {"p cam ✓; se g a i ;x.. 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