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HomeMy WebLinkAbout071-460-0257 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder, will have the burden of proving that he or she did not build or improve for the purpose of —/sale.). 1d I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Lam.). O I am Exempt under Article 3 Vdflusinesk a d Professions Code Date: V W U J Owner WORKERS' COMP SA ON DECLARATION I 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier. Policy I]' 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: fQ Applicant: WARN!P Gi: Fail a Jt?osecure workers' compensation coverage is unlawful, and shall sct an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Civ.) Address: PERMIT NO. BP04.1.057- 1` ��++(J d Y' `{ Issued Date: 01/06/2005 APN: 0i'1r4I6 -460 wit Site Address: 996 BIG RIDGE RD BCK Map Index - Description: NSF (3384) VERANDA(1293) PORTICO(477) GAR(833) Oar: JACK PHELPS 4360 PACIFIC HEIGHTS RD OROVILLE, CA 95965 530-510-0032 Applicant: JACK PHELPS Contractor: ACV CONTRACTING ART CORONA 7655 RESERVIOR RD OROVILLE, CA 95965 530-521-6017 License #: 651148 Architect: Engineer: VERTICAL TECHNOLOGY ENGINEERING Total Square Ft: 3384 S.F. Valuation: $219,960.00 Census Code: X 3 7 � 3 9 S-6iB This permit is hereby' ued under the plic proions of the Butte County CodR ant /or Resolutions to do rk Indl ate a for Ich fe have been paid. O By. Date: PERMIT EXPIRES ON:� — 6 �© ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and lhal'I am the own ort a du utho ' agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substanc f an officia or or d cument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos Print Name:i�iC` IL ��% �i� 'Signature: Date: Owner 0 Contractor ❑ Agent for Owner 0 Agent for Contractor September 15, 2004 Jack Phelps 4360 Pacific Heights Rd. Oroville, Ca. 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 071460-025-000 Building Permit Number: 04-1057 (2"d Plan Check) Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. The following comments from our letter dated June 21, 2004 were not addressed: NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Oroville Union High School Ditrict and the completed form returned to this office. CTURAL COMMENTS: rrelate roof framing plan with truss calculations for location of hip girder located over the master edroom suite. CU K K,Ec-n Q J t-> Mw=r— r 1L,4 r4 pecify model numbers and locations of hangers required to support trusses at all girders trusses. HeW [1f-�S� Remove attic equipment rooms from the roof framing plan or revise the truss calculations to account M(o v r 'for floor loads. Correlate roof framing plan, elevation drawings and truss calculations regarding gable roof at the NEW /garage. S t 3 5. Correlate the front elevation drawing, section detail "AA", roof framing plan, and the portico, section A e Al tail in regard to size and type of framing members to be used. No;�. .Special inspection in accordance with CBC 1701 is required for welding of the TS columns. The special inspector must be approved by the Butte County Building Division: Please provide the name �Mpen of the special inspector that you intend to employ. N oTe- dN PC AN S If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 66 � 4A;�A_ Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mike Hubley, S.E. 1 of 1 o�uTrFo .o.: 0 coli N'�� June 21, 2004 Jack Phelps 4360,,Pacific Heights Rd. Oroville, Ca. 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 071-460-025-000 Building Permit Number: 04-1057 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Oroville Union High School Ditrict � d the completed form returned to this office. 2e Provide a complete window schedule with height and width. 0,� all windows on the floor plan. "lease revise location of water heater,#t master bedroom suite. Location per section 509.0 (2000 UPC). Lo/ t+ ISTACTURAL COMMENTS: The Simpson SW 22x7x6 Strong Walls are garage portal systems. Please specify single or ouble garage wall portal and show requirements on the plans. kX Provide supporting calculations for the column base plates and foundations shown in details 18/SD1 and 19/SDI used to resist lateral forces at the portico and along wall lines A and B of house. Specify CC size and bolts required to connect the glulam porch beams to the TS columns at the rear porch. (Detail 1 on sheet A-7). Specify beam to column connections at the beam corners and the angle point. 4! Provide shear transfer detail of the roof diaphragm connection to the beams at the portico and along wall lines A and B of the house. Key details to the roof plan. ey all details on sheet SD1 to the roof plan. Correlate roof framing plan with truss calculations for location of hip girder located over the master bedroom suite. Specify model numbers and locations of hangers required to support trusses at all girders trusses. — U8 Remove attic equipment rooms from the roof framing plan or revise the truss calculations to account for floor loads. 1 of 2 Correlate roof framing plan, elevation drawings and truss calculations regarding gable roof at tie garage. 1 Specify size and species of rafters to be used at the portico. 11.orrelate the front elevation drawing, section detail "AA", roof framing plan, and the portico ection detail in regard to size and type of framing members to be used. ovide a complete foundation to support the shear wall at the study/foyer interior wall. Vspecify lease specify size and location of SSTB holdown anchor bolts on the foundation plan. footings to support reactions from the 5 `/z" x13 `/2" glulam beam at the leisure room xtenor wall on the foundation plan. Engineer or truss company to address the warning note 8 on truss Al. Verify bearing size is adequate to support the 17.8 kip load at joint 14. a L d.4J CZ) T 6 E fv 16. Special inspection in accordance with CBC 1701 is required for welding of the TS columns. The special inspector must be approved by the Butte County Building Division. Please provide the name of the special inspector that you intend to employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner cc: Mike Hubley, S.E. Philo Hunt, P.E. Plan Check Engineer 2 of 2 j ' • \ "� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION _ 7_County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 J PERMIT APPLICATION DATA SHEET �/ OWNER: a !' ASSESSOR PARCEL NUMBER 71, ] O 1 , -T Gc% *005, 4�,) Proposed Building Use: f It ' Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to pply. f*�,, C 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. A>Ik-6 ruz-,-11 K5ry-A- • ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. fes, 4. Engineered truss details and layouts in duplicate. No faxes! .rO' 5. Letter from Engineer or Architect for truss design review. O 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs Cl 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form -10 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Oroville, as applicable. _�T 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) O�❑ 17. Fire Sprinklers............................................................................................ tj 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by O K ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... g 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit....................................................................... 23. California Department of Forestry plan approval © paid. Sent by: ' ............ OV D' 24. Planning approval (A) Use: Di,--' (B) (C) Parcel Check: "3- 25. Contact Land Development about _Improvements, _Drainage ......................... 26. NPDES Form ............................... ........................................ PV'T 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number ......................................... Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization...............:.......................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑/ 38. Other: ,. 39. Other: o D When issued Telephon and hold or pickup. I have been infdrm d bf the above items and requirements for obtaining a building permit. Applicant: r Date: 1. Index permit applic ion for the above it ms nu b d: S Plan Check Letter 2. Additional ite s r [7 I' Contract r, desi owne , was advised of b ve dat ' y ❑ phone, ❑ mail, ❑ counter, by Date: 2`i D '1 on racto , designer, er, was advised of the above ata by lone, ❑ mail, ❑ counter, by Date: r P ans reviewed by:Date: Plans approved by: Date : O Structural reviewed by: Date: O Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROP OSED BUILDING USE n:5F 1. BUILDING PERMIT FEES I✓ ---Balance Due ............. . ....... $ ---Additional Fees Due........... $ --- Revised Plan Checking Fee....r 1\ \7 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) � �. Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. # 0-7I - 4 11GV D 2 DATE 4— 15-04 RHCEWT # DATE REC. L40061 1 6 o 5- iri z/b/o-s- . 6" NIg069 �1161075__ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES / $510.00 (paid at Building Division) w 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $� id at Building Division) I'S m . 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit Ipplic tion, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d*J t V plan chNking process. �.— APPLICANT DATE 4 Pursuant to Government CodNection 66020,)4qu are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Residential Development No of Living Mobile Home, U,nds Iri§fellation Corri;ercial/Industrial New Addition Building Department Representative Addition/ •Supplemental to - onv- ea - onersion�'+"`Permif# "'T '(No foundation insoectior (Floor Plans reviewed by School District District Identification No. o 5 0 1. �11 " r t1.(;4chool District certifies that Sq. Footage -3,3,3 (Group R) Sq. Footage (Including Exterior Roofed Areas) Date - r/ (Applicant) (Street Address) b-itL—j U (Phoonne Nuumber) k3LA 91s-qltl (Ciiy) J IState) (Zip Code) T has complied with the requirements of Resolution No. / �S' ! V by payment of $ ( Ou .I �squ^f -b repese. AB 282fi - _ FULL MITIGATION S LA'. School District Representative Paid by Check # Remarks: O 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 660201a), 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 (10/98)dmm r r.,. . Xer n��11�. ech VerticalTechnology Engineering Mrwuxba a M, ChA CA, 9S% PK OW) R)4V� Fbx (SM) 899-11M March 30, 2004 1 RE: Jack and Val Phelps Residence, Berry Creek, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 2-05-04 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Q?,©rESS/0 e P40. C 60387 EV. 6%0104 c OF WO PLAN REVISION Owner's Name:. BP#: ��%' l IS AP#: Received By: Date: Time: Contact Person & Phone Number: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑�equested by Plan's Examiner — Plan Examiner's Name: ❑ Other:. *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call o Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, pians examiner will determine if additional plan checking fees are needed: 07 u Minimum $54.99 Receipt #: Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 3/31/2004 Butte County Building Department P To Whom It May Concern, We -respectfully -request -that the -building -permit -review for Jack-& Val Phelps.residente, parcel A.P.N. 071-460-125, Canyon Creek Rd.; (Echo Canyon house plans), be performed in-house and not farmed out. Thank You, National Pollutant Discharge Elimination System (NPDES) Phase II .Construction Storm Water Permit and Storni Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: By signing below, I, the project owner/owner's agent, certify that.I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. i, further, certify that this project will not disturb 1 acre or more of land. I av�,jja�re that submitting false and/or inaccurate information may result in revocation of gra abH/or othWpermits or other sanctions provided by law. . Signed: . Title: G v Date: �' b PLAN REVISION Owner's Name: I BP#: U `t' - v Date: ✓) O1 Contact Person & Phone Number: PURPOSE OF RE -SUB ❑ Permit Application Data Sheet Item ❑ *Engineering AP#: 6 1 � - Received By: Time: I.,&) )6-00 REVISION ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice �1ns&ect;'sZir Requested by Plan's Examiner — Plan Examiner's Nam ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of pen -nit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 t lb • L� SITE PLAN REVIEW APPLICATION Date:/ 7/0 AP# Q % Permit Number (if applicable)_ Bin Number A — APPLICANTINFORMATION69 !E-1>7 Parcel Sizer 160 .4 c f E S Owners Name: j A CK- `f- VA -L- ` 4,P 5 Owners Address: I (a 5 5 12 e,s eye; U a r o Telephone No.: _,,r/ 6 -O o 3 2 Email: Situs Address: C2e-e-K Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial' ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: BriefExplanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ -Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved • By Date L 9 I� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY S Parcel Is In: ® Snow Load Area: �D �� 2-�D . a • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See att�C d) • Flood Zone: • Flood Panel No.: OD 2S C, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------- ---------------------------------------------------------------------------------- ------ ❑ Detached Building Use Form ❑ Encroachment Permit • ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Ij Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front So Side 3 Side Street Rear 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2of5 9 Applicable Development Fees: • Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) • * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [] Deeds: Date of Creation: Legal Access. Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment , ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone • ❑ Meet current Environmental'Health Department requirements ----------------------------------------------------------------------------------------------------------------------------- Page 3 of 5 IN Subdivision Map/Parcel Map: Map Date of Recording: Lot: 8-3--773 ❑ Use Pennit11V1inor Use Permit Permit Number: Book: `1 Date of Approval: f/�-, Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached. ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 N • ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. • ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. U Page 4 of 5 i• DETA/L-N0�3Y'AIE� p � • s , �� (REC. ; AIR°S9'S9 iE 243/. 2s') N 63005'/6'I E S 89'°05'A ' . ..•`�-'.<+uF:i`+`t.='�= tdw.�:.-et Wi`a'�]F:.I..Fa�. -:..wi::�`1Ae`..:4:-:F.'k'n.,t..:i:fi'ilufi'•b1'+��.i`7�iYGi.'.' y �. .I 1 � � �� . SAF EN. \ 4@ ow rlllr 4" O TO BE Cr r 4140 .0 NAP t APPROVED 9CCE,9'd' 19 dEF/NEd MI ' iHEBUTTE COUNTi' sv6D/�/s/ON v O o � 151014 AC Q a o N � . 1071 ,.u1FPh.•:w....s:a:.:+s.-.a-.-:..t.�i._o...:...%:L:..�.r.:i�:..c;.#:.:�.i.�=;:.Y:+3:.:.,....,�.. ..-4 c�- n. 3..@:MiN.4i�inY%N.+..p £'.4e:91�:v +USYalfi.r �... S' 99°09'26`"lY. 26%B.d9. .! �•.. S'8�°s/6 17 �� �kEG` 588°35'00"W 25849?'% Rt MONUMENT SCHEDl1l E ° NIONellmF4 '7" Sr'NEDUL r, C PwW1, .mrx CAPS 37AMPEd RC,E. 9965; 6. fOU.fYO P/PE !{/B/PA•�' Cl.� d'Ef. � APs"•' .B,Y.3�, P6' 93-,1�Q i?ff�' Pl•4P•!`� ;BI'�%�� fG. • ' VerticalTechnology t; er Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 ec h Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Structural Calculations Client: A.C. Builders —Art Corona Project: 3384 Location: Berry Creek, CA BUTTE COUNTY BUILDING DIVISIOI APPROVED /.//Iz/ 0 1- P- * D. r�i/70�-!'S 47 1 * e P '04 \ForsT rRUC r��P CA L1F FILE COPY Attention: This engineer is not responsible for n bite inspection to assure compliance with the standards, sizes, materials, or workmanship sp i herein. This engineer is not responsible for any structural element or system not specifically n d in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. i AOCv PA Ck � zo e kov 0,!L/ p� VERTECH ENGINEERING PROJECT: 1/7/04 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES AND SHALL BE COMPACTED TO 90%. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. rN VERTECH ENGINEERING PROJECT: 1/7/04 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF 0480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 3 VERTECH ENGINEERING PROJECT: 1/7/04 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) . NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: ,5OPSF REDUCIBLE C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP C PROJECT 33 4 VERTECH ENGINEERING PAGE ENGINEER A DATE DESIGN OF G c n cco I L oGd S wa I I D1 15 ps-F DL SpJ '10or 1,L ods 10 I.�wcod 2.5. 1 In S u i cci" On m�sC, 23'/z Ps -F C re l�-mac•. vv 11 t,fV , +c.1r, '> 4'. 1 r` ) Seg snn � G. MoasS. 23 )1 wCA I I - (435 S���(�S sf� --� 3� , �2� ►!� 5 1997 UBC Static Seismic Forces VerTech Engineering Project: 3384 Date: Comments: VEQ = Units: Zone = 3 Diaphragm Soil type = I Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4'TA VEQ = (Cv"I'W)/(R'T) Ft = 0.07"T"V (If T<.7, Ft=O) T=J 0.129 1 0.129 EQ: CvI/RT = 0.7614 0.7611 V/W: VEQ = 176.5 176 V: Ft = 0.00 1/7/2004 Kips & Feet (UNO) LEVEL STORY HT .1 "Ca"I 2.5`Ca`I/R 37.9 0.0396 0.1636 9.2 37.9 1/7/2004 Kips & Feet (UNO) LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VLQ MOT Diaphragm ROOF 12 12 231.858 2782 37.9 38 455 42 10th 0 0 0 0 0.0 38 455 0 9th 0 0 0 0 0.0 38 455 0 8th 0 1 0 0 0 0.0 38 1 455 0 7th 0 0 0 0 0.0 38 455 0 6th 0 0 0 0 0.0 38 455 0 5th 0 0 0 0 0.0 38 455 0 4th 0 0 0 0 0.0 38 455 0 3rd 0 0 0 0 0.0 38 455 0 2nd 0 0 0 0 0.0 38 455 0 1st 0 0 0 0 0.0 38 455 0 231.858 2782 A 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: 3384 Date: 1/7/2004 Comments: Wind Speed: 75 mph Importance: 1 -20.7 Exposure: C -18.4 -19.6 -20.7 21 one Story or Partially Enclosed Multi-StoryStructure -21.5 4.6 -22.9 4.9 -24.1 5.2 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 12.3 13.1 13.8 Leeward Wall -7.7 -8.2 -8.6 Roof Leeward or Flat Roof -18.4 -19.6 -20.7 Windward Roof Slope <2:12 -18.4 -19.6 -20.7 2:12 to <9:12 -21.5 4.6 -22.9 4.9 -24.1 5.2 9:12 to 12:12 6.1 6.5 6.9 >12:12 10.7 11.4 12.0 _Wind Parallel to Ridge -18.4 -19.6 -20.7 Method B On Vertical Projected Area Structure <= 40' High 19.9 21.2 22.4 Structure >40' High 21.5 22.9 24.1 On Horizontal Projected Area -18.4 -19.6 -20.7 Elements and Components not in areas of discontinuity Wall Elements All structures 18.4 19.6 20.7 Enclosed and Unenclosed Structures -18.4 -19.6 -20.7 Partially Enclosed -24.5 -26.2 -27.5 Parapet Walls -19.9 19.9 -21.2 21.2 -22.4 22.4 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -19.9 -21.2 -22.4 7:12 to 12:12 -19.9 19.9 -21.2 21.2 -22.4 22.4 Partially Enclosed Slope <2:12 -26.1 -27.8 -29.3 2:12 to 7:12 -24.5 12.3 -26.2 13.1 -27.5 13.8 >7:12 to 12:12 -26.1 26.1 -27.8 27.8 -29.3 29.3 Elements and Components in areas of discontinuity Wall Corners -23.0 18.4 -24.5 19.6 -25.8 20.7 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -35.3 -37.6 -39.6 2:12 to 7:12 -39.9 -42.5 -44.8 >7:12 to 12:12 -24.5 -26.2 -27.5. Slope <2:12 at overhangs, canopies 42.9 -45.8 -48.2 PROJECT 5�4 VERTECH ENGINEERING PAGE ENGINEER A\�F DATE /04 - DESIGN OF Lc,�4Ci I Linc, La ou + o00 s. - v Q J PROJECT33�4 VERTECH ENGINEERING PAGE //��__ ENGINEER /�"\T DATE � v DESIGN OF I_GiG Loa d Dcv-c_,1. P . P 10 (al .2- F7) E- Z43b 16 P i F - I: -`/P_ fog )( 2.i, a PIS -FP G - (?-a, 1.0 a 1,'a � s °j --- > 4 C).G. 1-1 % r 1 ' = (�� 10')(CI,2 Psip)—� 3�ICa1h 3 - (E5ga o!D . 6.0.� . 6 06" �0' Wal --a PSF ) —y - Q ► s ', 10' )(2-1.2 1.0)C2�12�s��—� ►0' (E5ga o!D . 6.0.� . 6 PROJECT , -Z-)! G) VERTECH ENGINEERING PAGE ENGINEER A\,T DATE DESIGN OF L.o4oc (a l I_ocA c. Oe,V-e-lo prne-,,n t Seg � rrn►�-'G COQV T�0 CAtQ j . CU1_ A - 1:!D�b O -Ta- -+b -+b 50 4 z 3-49OJ 16 y ► 1 � 5c1l 4' Cc�N V TO w B- 1050-+z OQ a (349001b)a—S COSH ►6 ► .4 a.P- C - 20"... ".. 2 --TOS216 0- 2.0as �� z 25-41,9 001-6) 4.19 0 1 b v7`6 -30 F t P- 00 1 b t,4 2.2 F _ Z5 Co S �8 S7F 4 + 2 (3� 9 001 14--1-1 b 80 +2 (C)00 Ib . > lC9((0 1� SA 1,4 ►.4 PROJECT -rJ S�4 VERTECH ENGINEERING PAGE 10 ENGINEER AT DATE DESIGN OF I�G-�C -G. IOC CI ��e��l O p ry) f -C )+ -- �� -I C 3�-; ADO ► b — y 2c) �bS 11-� . �+ o F 1.4 x_ 50 - an. a . fA z 3 -4 49cXD i ImoIb 4.50016 I ,9- �-`5504'+21C��,�oo 2 -+Sq ib I.4 PROJECT .jVERTECH ENGINEERING PAGE ENGINEER /-\ J DATE DESIGN OF5�vv�m- 4 l I -c-pad vvo I w �sin I' � coin o A lso.` I I , 8� S C- 4.240 S y" D -4344 E 3� -4 �- cr�� 314- S G I q Co (o vel 2 V81 G 298� W 3 Z-Ts(o 32-42 s � 4. 35t. Co 40(oc) s 3 i 160 4 216 S Co 3 ► .?-I q z� v\/ B i o 2---59 ,v e - ccl i cu 1.0 -1--; on -.2.0 `Ake L n e G- ECS .20 ac) 1L +8 so Shear Wall Design VerTech Engineering Project: 3384 Location: Program Date: 1/8/04 Units (UNO): lbs, in Panel Thickness 3/8 1 V 3X Sill 3.17 3.73 Panel Orientation Short Dimension Across Studs • 1.98 NG 1.52 Nail Type 8d NG 0.99 NG 0.76 Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill 730 Split Anchoraae Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 VerTech Engineering Project: S Sle)4.. Page: Engineer: Date: p Desian of: Shear Walls Framinn Panel Shear Walls Resistive A35 Sill " Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall11 bs) (t) Ll I Z . in It MA,,,''1189$- � C 7052 21.5/ 21.5 21.5 328 4"^` D 7844 23.75/ 23.75 23.75 330 4" G 4664 _ 10 10 10 466 3" 1 2756 14 :1 1 r 14 197 6" ✓ 2 3816 15.5 15. -246 6" 3 3242 :-16 16.5 196 301 6" 4" 4 4069 13.5 13.5 13.5 5 4828 C':2 4 219 795 3/3 3180 4' 4 7 6572 16 ✓ 16 16 ✓ 411 3111/ 8 3180 16.5 / 16.5 16.5 r 193 6" / SW Tzx X 11146 Pf 5vi6 CAE, oN Dov I¢ LAr CAM -Ge 1k- " KIAL VerTech Engineering Project: 5-Lb4_ Page: Engineer: A\.T Date: Design of of Shear Walls Stability Overturning Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment M/D Segment Segment OT Righting Net Length Height MMT MMT M/D PROJECT 33v�T VERTECH ENGINEERING ENGINEER A - DESIGN OF L o 4-c,,r a - Ian og S Ono c., L I oad ib �oQd/�C()9+v) 416 P\ P, 9ad I (:4C,} ---cj I 16CLd = 40G(:) I I PAGE 16 DATE /04 ►'� I ernC� -'►- In = 7�-S �- ood/ �J L cad -(-,,--QA Of aq Uv -)o S O 1 2 Vii' so' 0 .o PROJECT .��VERTECH ENGINEERING ENGINEER AT PAGE I DATE O DESIGN OF Lc. -tyca I - Car llc a/c(c Cols s�S (a-1 tg er�^a b I . O - CG +f\ C0I , '� `�S Cox Co K I/+ OL PROJECT S VERTECH ENGINEERING PAGE ENGINEER AJ DATE O4 - DESIGN OF 1 -O -C4-0 - Ca n + i I -(--v`cre Cotorn n LG+ccG I 1:... i Ind. i a4cco I IoQ90 SS Ib ` /c'n-� .col . 4 IS .� xx /#f CDL by tlns� Linc 0 -..-ora I lo = 314 4- 16 -i 047 6 +4 I� ) 5 4 4, #,c4r%4 , col :Z 0 2 = 4.2 TS Cn x Co x ' Yq 01�. Locl-ct CAI Liv --i VisualAnalysis 3.11.c Report Project: A.C. Builder 3384 File: C:\_Projects\Residential\AC Builder - Cant Col A.VAP Engineer: AJ Default Units: Feet, Pounds, Degrees, °Fahrenheit, Seconds. Design Groups Name Elements LL Factor Parameters Unity Final Shape Steel 1 1.0000 Yes 0.9888�5_6,x6x Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 EQ AISC-ASD Steel Design Group: Steel, Member Report, Designed As: TS6x6x.25 SIZE CONSTRAINTS: Depth constrained to: (0.00 - 7.00) in Width constrained to: (0.00 - 7.00) in BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Unbraced Lateral at bottom (-y) = Unbraced Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: Absolute deflection limited to 2.10 in. No span ratio deflection limit. STEEL PARAMETERS: Fy = 50000.00psi Automatic bending coefficient, Cb, calculations. Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Automatic calculation of Cm coefficient per Chapter H. TS6x6x.25 INFORMATION: A = 5.59 in^2; d = 6.00, bf = 6.00, tf = 0.25, tw = 0.25 in Iz = 30.30, Iy = 30.30, J = 48.50 in^4; rz = 2.33, ry = 2.33 in Sz(+y) = 10.10, Sz(-y) = 10.10, Sy(+z) = 10.10, Sy( -z) = 10.10 in^3; rT = 1.63 in Extreme Checks Only Axial Check: Member Load Offset P fa KL/r Cc Fa Code Unity Name Case # ft lbs psi psi Ref. Check Nothing measurable to check, or check was disabled. Flexure Check (Strong Bending): Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft psi ft psi Ref. Check M1 1 0.00-26180.0031104.95 11.00 1.7544000.00* F3-1 0.71 Shear Check (Strong Axis): Member Load Offset Vii fvy h/tw FVy Code Unity Name Case # ft lbs psi psi Ref. Check M1 1 0.00 2380.00 793.33 22.0026666.67* F4-1 0.03 20 Deflection Check (Strong Axis): Member *Load Offset dy Limit Unity Name Case # ft in in Check M1 1 11.00 -2.08 2.10 0.99 Combined Stresses Check: Member Load Offset Cmz Fez Code Unity Name Case # ft psi Ref. Check Nothing measurable to check, or check was disabled. (*)Stress increased by 1/3 according to AISC-ASD A5.2. 'In deflection checks, load case Vs refer to serviceability cases. Im PROJECT 7) S 4- VERTECH ENGINEERING PAGE 2 ENGINEER AT DATE�Q4- DESIGN OF G r0LV i + y ttA Q PROJECT 2?_�jVERTECH ENGINEERING PAGE 22 ENGINEER A DATE DESIGN OF G COV I C beayY'l s M _J71 �� � -- I soy i O Ib-► � 2 -T z4 F- .\/-1-- L L I -- PC' ir-d- G s 'rd c.(- L-7 14 I b= l Scoo f 504 �- ► b O /a 2.4- F-- V4 G L - i V = �oc� f ► h = 1042 x � o IIS - � •n 64 - Porck G i v-d�'r _ l+ Tri b = I O rc 1-3 E-1 ZD bS x 10G 2---} F- G L �/ If PROJECT X84 VERTECH ENGINEERING PAGE 2 ENGINEER 3\j DATE I DESIGN OF G—Ct V ` .j.. r = G o race oco r ►4cac cr 13 -4- h V.= (oob3 E Z= 5 /b x 13'/2 2-4--'F -- V4- G LE) QG poo 14c- dG(- L = C) %4 chi_ + LL 3aP< 4 26 /z s -F (DL �..1-s 4q 1-31244 V = 4-42 E�= sGo x10(o ►, �'a . x c) a4 F- VA-- G l_ 1 1 c9 a5'�z Ps -F DL q' zo t.t. 83/4 x P-4F-VGI.._.a PROJECT C�� VERTECH ENGINEERING ENGINEER AS i E�'E'D — Nectd C ► _ 0)'/4 P - moi -a t) G ** c�gs4�1 PAGE DATE 8� 2z /z Ps a E1 _ 132 IOC 9. . 139. Hc.aJ- L �.. -+q4 5�(o3+ 1 �/z • 23'/z 0s M = 1-4,o q cg -C+-16 . V G �� Beam Sizer Design Program VerTech Engineering Project: 3384 Date: 2/26/2004 Location: 61 ❑ Valley Beam Slope of roof 5 :12 Select Beam Width 5.125 in Dead Load 23.5 psf EJRound Member Live Load 30 psf 24F -V4 Glu Lam I I I I ED Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2396 psi Length of Beam 9.5 ft Fv' 190 psi Width tributary to beam: 7 ft Unbraced Length 2 ft Height Required 5.8 in CI 1.00 CF 1.00 A Req'd 15 in^2 CM 1.00 CV 1.00 S Req'd 22 in^3 Ct 1.00 Cfu 1.00 1 Req'd 83 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 72250 le= 4.1 Ra= 3.3 Fb*= 2400 Total Uniform Load 388 plf Mmax 4379 ft -Ib Vmax 1844 Ib ❑ Shear at d from face? EI Req'd 150 *10^6 #-in^2 2 (.4 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stabilitv Reduction Column Capacity (Ibs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 2q Timber, Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stabilitv Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 .23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0'.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 Wei VerTech Engineering Project: 33 Engineer: A j n of: Roof Fram Roof Loads DL= 16 psf LL= 30 psf Page: Date: Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 30 psf T.C. Dead Load = 15.5 psf B.C. Dead Load = 8 psf Total Load = 53.5 psf Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". P,< 2) Project:*:�_6?A Engineer: /-V- Design Design of: Foundations VerTech Engineering Soil Bearing: 1000 psf stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cao (alf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Wav Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (3) #4 4 PB F2.5 2'-6" Sq. 12 (4) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6-6" Sq. 18 (9) #5 42.25 CB Page: Date: —fl Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. RESPONSE TO PLAN CHECK Project: Phelps Residence Berry Creek, CA APN: 071-460-025-000 Plan Check Number: 04-1057 Structural Plan Check Comments: 1) There should be (2) SW 22x7x6 garage portal walls to make for a "double" portal system. See revised prion for clarification. 2) Base plate of cantilever column is for construction placement purposes only, resulting moment due to lateral forces is transferred directly to the grade beam concrete at the TS column wall -concrete interface. 3) See revised plan. 4) See revised plan. 5) See revised plan. —6) See note on revised plan for reference to truss layout for exact girder truss locations. WA -072U -rVWS 3 Sn ILL S t•bwA/ 1 FJ w YLO W 7) By others. _ 8) See revised plan. —9) By others. 10) See attached calc and revised plan.; --- 11) By others. 12) See revised. plan. ` P D. 13) By others. 14) See revised plan. S4.73920106 o1os 15) See revised plan for (2) TBE6. _..16) By others. M Lo CATvot4 PROJECT VERTECH ENGINEERING PAGE ENGINEER DATE DESIGN OF Z /6� Cl r IV / 22 6 � t - -� � *"?w 9 - (-� A's Ok, Beam Sizer Design Program VerTech Engineering Project: A.C. Builder 3384 Date: 7/15/2004 Location: Response to Plancheck Item 14 ❑ Valley Beam Slope of roof 5 :12 Select Beam Width 5.125 in Dead Load 23.5 psf I Round Member Live Load 33.5 psf 2aF v4 Glu Lam ❑✓ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2395 psi Length of Beam 8.5 ft Fv' 190 psi Width tributary to beam: 18 ft Unbraced Length 2 ft Height Required 7.5 in CID 1.00 CF 1.00 A Req'd 36 in^2 CM 1.00 Cv 1.00 S Req'd 48 in^3 Ct 1.00 Cfu 1.00 1 Req'd 163 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 55856 le= 4.1 RB= 3.8 Fb*= 2400 . Total Uniform Load 1061 plf Mmax 9584 ft -Ib Shear at d from face? ElVmax 4510 Ib EI Req'd 293 *10^6 #-in^2 3 COMPANY PROJECT WoodWark5 SOFFWARF FOR- WOOD DMGK Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? RoofL Dead Full Area 23.50 (2.00)* No RoofL Snow Full Area 33.50 (2.00)* Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 5'-5.2" 1'-7.6" 4'-4.1- -� 2'-8.6" 0' 5' 6'-6" 10'-6" Dead 796 299 Live 935 365 Uplift 863 Total 1681 669 LVL n -ply, 1.8E, 2800Fb, 1-314x7-1/4", 1 -ply Slope: -23.0 deg;, Total length: 14'-1.5", Self Weight of 3.66 plf automatically included in loads; Load combinations: ICBO-UBC; SECTION vs. DESIGN CODE NDS -1997: (lbs, lbs -ft, or in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 2800 1.15 1.00 1.00 1.000 1.07 1.000 1.00 1.00 11 Fb'-= 2800 1.15 1.00 1.00 1.000 1.07 1.000 1.00 1.00 2 Fv' = 285 1.15 1.00 1.00 13 Fcp'= 750 1.00 1.00 - E' = 1.8 million 1.00 1.00 7 Bending(+): LC#11 = D+S (pattern: SssS), M = 216 lbs -ft Bending(-): LC# 2 = D+S, M = 1525 lbs -ft Shear : LC#13 = D+S (pattern: SSsS), V = 1148, v@d = 1086 lbs Deflection: LC# 7 = D+S (pattern: SSSs) EI= 100.03e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span). DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 4. SLOPED BEAMS: level bearing is required for all sloped beams. Bearing: Length Criterion Analysis Value Desi n Value Analysis/Design Shear V @d = 1086 yr = 2773 v/vr = 0.39 Bending(+) M = 216 Mr = 9406 M/Mr = 0.05 Bending(-) M = 1525 Mr = 0.0 1.3 Deflection: 0.0 <L/999 1.0 0.0 Criterion Analysis Value Desi n Value Analysis/Design Shear V @d = 1086 yr = 2773 v/vr = 0.39 Bending(+) M = 216 Mr = 9406 M/Mr = 0.05 Bending(-) M = 1525 Mr = 4906 M/Mr = 0.35 Deflection: 0.00 = <L/999 0.05 = L/360 0.09 Interior Live Total 0.00 = <L/999 0.08 = L/240 0.06 Cantil. Live 0.15 = L/991 0.36 = L/180 0.91 Total 0.33 = L/198 0.59 = L/120 0.60 L � P�AELps FIN. G 18"� 24" DETAIL NO SCALE 1. ;4) #4 CONT. T & B #3 AT 18" O.C. 1/2" PLATE X 12"SQ. WITH (4) 3/4" DIA. A.B. (2) #4 E.W. BOTTOM 3" CLR lu M' � SDI f P Epps R�eskflE�,jcE (8) #5 VERT. DOWELS 1 1/2" CLR FE P� 42"SQ FTG PER -PLAN DETAIL 24"SQ. TS PER PLAN #4 HOOPS AT 6" O.C. `/3/16 v 1/2" PLATE X 12"SQ. WITH (4) 3/4" DIA. A.B. FIN. GRADE 12" 12" X 12" GRADE BM. M2 NO SCALE 19 SM 1 PTN SEC \\� T,20N, R,SE, M,D,B, & M. 71-46 SEC T,20N, R,SE, M,D,B. & M. ----- �\l 1420.02 1420.e �oN 1'=600' I �) 10.00 Act O -10.00 ACt O/ m / � a 10 31.91 AU 40.47 AC 40.80 AC 1 9 I 1 8j -m O I 10.00 Aft AC3 I �N 1 1309.96 r� 639.54 93.65 AC j 1 1� N � I \ \ w 4 42 150.00 AC I 5.52 AC jl tri 15 \\1 I N 4 11 10 \0gl 35.45 ACt 5.031 AC 22.11 AC o I 1 2X311 �. 74.63 AC j fll 18 19 20 5 C �,�, PM 71-96/97 �/� PM 46-75 0 H----------j --------t56T.36-------- - - - -------- --t------------ 2401.28 ry 2408.09 1 11 21 �i,. 1 I 16 N 112 (.I 27.70 AC I � � ��\� 23 I 24 �•y 1, I 2 9B4p$ 18.71 -29 Act 111 41.00 ACt 3 �35-��''� 2 26 27.70 AC s.85 Act sp' 25 I I---�--- \ 139.83 AC I I PM 99-75JRIIR 71 - �y91 1 151.01 AC yS •�' 1 \e, .147- IS 2IS 19.94 AC 1 la 27 I �♦ 79.53 ACt 230 1 li 1 r R/S 47-81 5.70 AC /-/ PM 102-9293 30.35 AC I 25 MR 1 I 31 I_ -------�.tiv_ 22as.et 7 8 1 37 AU /------- 2618.89 18 171------------------------------ NOTE, These parcels are for assessment purposes Assessor's Map No. 71-46 i 26 38 only and may not constitute legal parcels, 08 County of Butte, Calif. 11-97 (71-01 rermn iVumper, i ype anu -)uwtyNc 04-1057 Find Go To Recent J NEW SINGLE FAMILY Step by Permit—no - Type IRESIDENTIAL SubType INEW SINGLE FAMILY Name and Address Information Site Address 996 BIG RIDGE RD Owner Applicant Parcel Number -(a) rarent rroject anu (b) PHELPS '1-460-025 u1 I- CIWIIt rc111lit Find Go Find Go CREEK Restrictions Show Sub -Permits H r -101 1111L Na4eJ Appliec - - 04115/2004 CRW Approved Issued 01/06/2005 J . CRV►J' Finaleo Expiration NIA J� - PC Expires NIA IT Status JISSUED - More Info Site Info Contacts Plan Reviews* Description Inspections" Imaging Link Internet Link Print CLOSE 0 All Assessors' maps ore prepared for local property assessmentpurposes ONLY and the parcels shown m thermay not comply with State and local subdfvlslonordinanoes. No Why Is assumed for the use of the Information shown on any Assessors' mop. NE 1/4 0 POR SW !/4 SEC. 17 T. 20N. R.5 E. 01 T.A.C. 101-02 N I"=400' 71-38 Assessor's Map No. 71-38 County of Butte, Calif September, 1980 Counter............................................. Kourtni PersonI .............................................. Payment Date Received From -.'SAME .............. Total Received ................... ........ . . .................... ................... Total Fees To Collect ...... ....... .... . ..... . ...................................... ....................................................... Notes: Fund 10 (Bldg Permits) $109.98 Notice of Violation ............................. $0.00 NSF (Non Sufficient Funds) ' ..................... ­* ........... * ....... $0.00 ....................... AVA Court $0.00 .................. Copies/Document Sales ...................... $0.00 Witness Fees $0.00 Recorders Fees (N.O.C) ...................................... $0.00 SRA Fees (Fire) $0.00 ................... ............................... SMIP $0.00 Water Tender Btln 9 ............. ....................................... $0.00 West Chico Fire Station ...................................... $0.00 : .................. SHR Fees (Sheriff) ***** .............. $0.00 CUA (Chico Urban Area ....................................... $0.0 0 ............... .....................:.0 TUA (Therm. Urban Area) * .................. $0.00 ...................................... Oroville Area Traffic ...................................... $0.00 ....................................... Thermalito Drainage $0.00 NCSP Trails System ...................................... $0.00 NCSP Roads/Bridges .......................... $0.00 .......................... NCSP Storm Drainage 10.00 NCSP Fire Station $0.00 NCSP Parks ... ..................... .. $0.00 IMPACT FEES ........................................ y' •:�: IFWI AND WHEN RECORDED MAIL TO: i� BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2Qt0S-0001 1 1 7 Recorded Official Records Countyy Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:10AM 06 -Jan -2005 REC FEE 10.00 CONFORM 1.00 Kathyh Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Zj Section 26-8 of the Butte County Code required 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 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: . SEC X7719C.1-,1EZ3 Date ��(, Ao-,s�— PROPERTY OWNERS: State of California County of /3c,4,+, - On /- C- 6S., before me, -T6--Y X, o..r k -i . A)n-t4,, j A,b/I C personally appeared +emenay hewn 4wme (or proved to me on the basis of satisfactory evidence) to be the person(*) whose name(s) is(are subscribed to the within instrument and acknowledged to me that he/5hetttney executed the same in his/herk4tjeir authorized capacity(ies), and that by his/heMkir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(*) acted, executed the instrument. WITNESS my nd and offtci 1 seal. Signature C(/ Seal: JAMES LAMAR KINSER COMM. #1377185 r NOTARY PUBLIC . CALIFORNIA BUTTE COUNTY A.P. # 07/ - 4,1&o "D2j r qQV WCamm. Expires Sept. 28, 2006 Order No. BU -209502-3 AM Description The land referred to herein is situated in the State of California, County of Butte, and follows: is described as, PARCEL 3, AS SHOWN ON THA i CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE' RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 3 1973 IN BOOK 46 OF MAPS, AT PAGE(S) 75. ' EXCEPTING THEREFROM THAT PORTION OF SAID PROPERTY LYING BELOW A DEPTH OF 500 FEET, MEASURED VERTICALLY FROM THE CONTOUR OF THE SURFACE OF SAID PROPERTY, PROVIDED, HOWEVER, THAT THE GRANTOR, ITS SUCCESSORS AND ASSIGNS, SHALL NOT HAVE THE RIGH' FOR ANY AND ALL PURPOSES TO ENTER UPON, INTO OR THROUGH THE SURFACE OF THAT PORTION OF SAID PROPERTY LYING ABOVE 500 FEET, MEASURED VERTICALLY FROM THE CONTOUR OF THE SURFACE OF SAID PROPERTY, PROVIDED FURTHER, THAT GRANTEE SHALL HAVE THE RIGHT TO DRILL INTO AND TO APPROPRIATE WATER FOR BENEFICIAL USE FROM SAID PORTION OF SAID PROPERTY 'LYING BELOW A DEPTH OF 500 FEET, AS DESCRIBED IN THAT CERTAIN DEED FROM SOUTHERN PACIFIC DEVELOPMENT COMPANY, A CORPORATION, TO JRvMIE R. FERGUSON, ET UX, RECORDED JANUARY 14, 1974, IN BOOK 1884, PAGE 428, OFFICIAL RECORDS. APN 071460-025-000 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 06 -Jan -2005 2005-0001117 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Section 26-8 of the Butte County Code equlRed this acknowledgmentIDENTIAL vEDEVELOPMENT permit. The property described herein is adjacent to land or incled wt h n an area zoned for agribe recorded prior to culturalce of apurposes, 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, p ons lowin spraying, pruning, and harvesting which occasional) generate smoke, noise, and odor. Butte County 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 All that real property situate in the County of Butte, State of California, described a s follows: SEC �iTlfiC Ht� Date_ j/� Jam_ PROPERTY OWNERS: State of California County of On - - 6 before me, personally appeared_ -f' .rl 10L ^� hewn-ta,me (or proved to me on the basis of satisfactory evidence) to be the person(*) �y to the within instrument and acknowledged to me that he p �) Whose name(s� isLase subscribed ca aci ftetttrcy executed the same in his/her/their authorized p tyfies), and that by his/herMteir signature( on the instrument, the person(s) or the entity upon behalf of which the perso" acted, executed the instrument. WITNESS my nd and o�ciseal. Signature v.l� Seal: JAMES LAMAR KINSER COMM. #1377185 -+ A.P. #! 07/ - x/(00 NOTARY PUBLIC - CALIFORNIA LE � ° MY -Comm. Expires SO pMz8, 2006 Order No. BU -209502-3 AM Description The land referred to herein is situated in the State of Californi follows: a, County of Butte, and is described as PARCEL 3, AS SHOWN ON THA i CERTAIN PARCEL MAP, RECORDED IN RECORDER OF THE COUP, OF BUTTE, STATE OF CALIFORNIA, THE OFFICE OF THE BOOK 46 OF MAPS, AT PAGES) 75. RNIA, ON AUGUST 3, 1973, IN EXCEPTING'THEREFROM D V THAT PORTION OF SAID PROPERTY LYING BELOW A DE 500 FEET, MEASURED VERTICALLY FROM THE CONTOUR OF PTH OF PROPERTY, PROVIDED, HOWEVER, THAT THE GRANTOR ITS SUCCESSORS AND AS SAID SHALL NOT HAVE THE RIGHT FOR ANY SIGNS, THROUGH THE SURFACE OF THAT PORTION OF SAID PRpPERTY Ly G UPON, INTO OR MEASURED VERTICALLY FROM THE SAID OF THE S ABOVE 500 FEET, PROVIDED FURTHER, THAT GRANTEE SHALL HAVE SURFACE OF SAID PROPERTY, APPROPRIATE WATER FOR BENEFICIAL USE FROM SAIDPORTION OIGHT To F SLAAINID pR TO LYING BELOW A DEPTH OF 500 FEET, AS DESCRIBED IN OPERTY SOUZTIERNPACIFIC DEVELOPMENT COMPANY, ACORPORATION TO ERT DEED FROM ET UX, RECORDED JANUARY 14 1974, IN BOOK 1884 PAGE 428 CORPORATION, R- FERGUSON, ' RECORDS. APN 071-460-025-000 E.H. USNLY Plot Plan Attached �— Floor Plan Attached— ' Bmn4 to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,���V60 Owner -oma S Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ,/ Clearance for •✓ dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Hea 8/96 alist d� i;' Date APPROVED e Coun ✓Iron entaealth Site, Plan _ Scale: V - 20'-O" MAP . © Copyright 1994, The Soler Design Collection, inc. Sater design Collection Echo Cayon Plan # 6766 INDEX- OF SHEETS Al COVER& SITE PLAN A2 TYPICAL WALL SECTIONS, DETAILS Aj Z5LAB PLAN A4 FLOOR- PLAN, SCHEDULES Hb FRONT & LEFT, REARELEVATIONS A6. RIGHT ELEVATION/BUILDING SECTION A7..ROOF PLAN A8' REFLECTED CEILING PLAN & DETA A91dw& INTERIOR -ELEVATIONS Any reproduction of these prints is prohibited by Federal Copyright Laws. Any.illegal*reproduction will be aggressively pursed to the fullest extent of the copyright law.© The Sater Design Collection, Inc. ciON NX CRS IM 1 c ' • r 1 • tf)f " CC IL 2 LLIV v J Z §La,' 1 Q to Z J V Mi UJ Q 0; O`NpDES/G N 14 t - 7 y Im ow s$ o�� WC.0 °m o 'e C E ca &_ to o `o r- we E L omm C W %02 •L a ram s Q o h Som ° C (mo� o U c r w SCC .00m N Z C N low CL 42) 4DO 0c*2 omN o W CD •v ca � c aL� C V O N � N C m ImN� ca 0)c X30 mC •v CCS O m 'ov C o• 0 Cco m m� o C "Co c� a� C w c nOEm ._ ° U -�c E awl CD o co y -00 o�o H t E o T. _ c C. C. €c o a. Era m N 7 ZLeCS n fe � � c Z o >, m�� QQm ci .a U I = O C& Co o °� �o mem U m m m o. �vco C m c ca Z rr-- .2 o II _ iw N N b' -O" H A.F.F. a" CMU Wall N O Area Any reproduction of these prints is Living Veranda 3,364 Sq,. Ft, prohibited by Federal Copyright 12x3 477 Garage Laws. Any illegal reprodulction will Total Area 5,987 Sq,. Ft. be aggressively pursed to the o fullest extent of the copyright law. c •ac The Sater Design Collection, Inc. CL we 0 �(DCo window Schedule LL ar aJ' 1Ze Z A Remarks Description AFFW603 � � Co 2 Cf) B Transom std. GrilleQty Fixed Glass Arch Transom G G26 w/AFG21 Transom Std. Grille Casement w/Arch Transom Abv. GWIS-2 8 17 Std, Grille GWI6-3 w/GI3 Abv: casement Windows I y E Sae Elev. 24" Cc ment Windows w/Gasoment Abv. H. Fixed Glass A_Jfn F No Mullionsl GN23 40"x24" Fixed Glass Window 2 3�" 'peri +s No Mullions Casement Window GXWI6-2 I t'W- Q H No Mullions casement Windows GI3 oo- '5 = E Std. Grillel casement Windows U ce No Mullions Casement Window GWI6 I L No Mullions 72° H. Fixed Glass Casement Window 2 3 i"i See Elev. 72" H. Butt Joint Fixed 61aas 96 H. Flied Glass a N see Elev. `16" H. Butt Joint Fixed G10ss G26 4/012 Transom P No Mullions7 casement Windows w/Tansom Abv. GW26 w/GWI2 Transom Z Q No Mullions Casement Windows w/Transom Abv. 60" H. Fixed 61055 l L R See Elev, 60' H, Butt Joint Fixed Glass Not Used ass I 5 GWI2 No Mullions Easement Windows T 24" H. Flied Glass Mullions 56"x24" H. Fixed Glass 2No I ,Cp Cl Notes: Window schedule Based on 'AlOE!RSi=N' Brand Windows, m Manufacturer to Provide Gertificeatlon of Compliance to 110 MPH Wind Code for oath Unit. Ct � Field Measure openings for Fixed Glass Units prior to Fabrication. 4'-0 1/4" 51_011 Area Tabulation Living Veranda 3,364 Sq,. Ft, Portico 12x3 477 Garage 833 Total Area 5,987 Sq,. Ft. ----• 1-I�Ir,vracwrer co provide certification of Gomplianca to / 110 MPH Wind Code for each Unit. U. jPost (Typ) / '% r ' v�� •• 3, c ' Yi / 4 2' -Il 5/4" '-4" &_O" 1_411 12'-6"/ '-`E" 2' 1-411 4" -O I/4' '-46x6 P.T. / Post (Ty p.) / 8; Uy, x4,c'I� STL. TUBE 'cYQ'. / 100 i Arch _ Arch` / �0 �� — — — — — -- — ' . � _ — — — — — • — — — . Arch s� I -4Arch — 1'. 8 14'-10 I/2" • — . - — . — — IS' -4" — — — — — — — • — — — — — 10 a' -O 1/4" 81_/1,1 3'-I 1'-21/2" - 3'-10"4'-O" 7'-4" 4'-O" 4'-3" V-91/4" ;A^ aV ol 00, 3Q O / /- drol II' -o" to 13"-O" \.ift �Verande-- Ziinj� Stepped Gig1 u 10 -O eig. • .J' co F• — . � I m � 4,' ,� • . offerfd' Glc3 _ S 14' -4 - to I i_�xDZ .-.J' I I= Ped. 611 ►y — — L —• i 1 r W G. Sink • I , Server \ \ '\ ; /• ,' 3 I — r• — ---_ r Mirro . Arch . r owder I O 10 " 1 11 1 11 NG Gom p. ; g' >x -10 4 9 4 -2 \ _ _ — — —--?1�2'-6 YI8" Ro o M ._ Arch /24 \ V-4 I -4 8 -6 1/4" — 101 -O11 Glg. I Shelf - c _ 5'-11 3/4" •- - .r tilos stem �„ � - � { �` � — _ � / _ I , Mirror W.H.' , Fo e 7\. o ♦� 3 ' _ 14'-0" 619.\ \ l z M ste II r �3'_O" ,: = P1 A Z \ / I I Buil /\ ; c Ao - I I'-4" 12' Ga tnet Built-in n �' Both \ -� 1"!..G m : i Interioron /` ' 10'-0" Glg. 10'-O" GI I I I Bearing 6' 3'-6 I/4" I'- I lit +I' I" 9'-4" g I I Wall j( + = I I I Interior- T ms`s . I -=' I �« oi� 1�inin Bearing _ PRO12. YVaii I y` r- Gose stem - I j' I j G L -� I y i It Soap Mirror -5 Stud 8 = I J` p ti L .5. Rool''Yi s — — Niche / x �. I I II' -O" to 12'-4" ! I - I Hip Vault C,141. I ... = 'Y' �''t#R2 p •fl'f'�1II2 �5tepped elg. i .. oo\ ay. iv i 6-411 W -4"I / \ i r Hutt Jt. / \ n Glass,ntlr PE ICo Deck \ \ �' - v- `t B -�' `io . _ . _ . _ . _/ 001 0 20" K_Shower QCe7< Seat ., ....-=-ST%2' trie.(1) � I � Ptd z j 4 • Z.=.�-`/Z_.1NC (t� ' — • — • • --j- . ' ❑ _ . _ . __ . . b�'EN1rIG. , . 2 w o�N rrt 4xG 51L'rR16E" I ox yt.. STIc: T3 L4'-9" 8'-2" • 7' �6" 8'-2" , I - . Portlico Valted Glg. I I � _ 7-11" 2 -I I O Is7cG X" SIL; 'Cci E 1 11 I _ 2'-8" 2'-O" 1 " - 2' -II" 21-1111 '-8 1/4" 4'-8° 9'-6" CT 1 11 _ . _ . _ _ _ ' II '-I"41 5'-10" 4'-I" 5'-10" 14 -0 14'-0" 12'-0" , - -- 121'-3" • Floor Plan 2'-10" !2 - 2 (57 use t Suite 2 41 ,, ,N0 Uro � 12 0 1�eranda '` o10'-O" c1g. �y by ` Guest \ 04 suite IrJ / / �` \c'S ♦3 X .� 101-00019. ay. Le inure Roo1'?'1 \ 10 ~\ �4 101-0" to I I'-OII ;: •� , ' ` ♦, <, <i / Stepped Glg. . s, W.G. ..:, \ Shower ' \ /8� / ,��•` 0x1 / �:: �''. Counter 1EE c Sink d\ ` \ • \ ar 21S, y 1_ p / O�O � .,� Yv�oy. b itt y O ry :G Mfr- s 3. via K 02 ME Pb*S HAVE BEEN REVIEW ONLY FOR COMPLIANCE STRUCTURAL CALCULATION§, m m _.._ TYP. / mC % Interior 104 / Hearing 31/2"x10" : r A Down Dr ' 9 b € rib' "�. W.H. ,' �.,,�. s Pantry / - p, A / N �t r N S, •a;� QNP101 `% Note: Provide �* ti • o . ' + Blocking For Overhead Garages Doors >E CO 22"x54" O ener \ :3 p Attic.\ a.. Access ' \ , •' z cit - 1 i �• s +0 p� QJ ti :.. Q < � ♦o 'No to: Provide % 51lbcking For Ov 'r inead /ol (Sara e, Door /Qh O Opener \ ,4 ` `:S v '�. x/99ro ♦o. 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