Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
017-140-040
11-29-40 3226-90B,P,E,M KOKAL, Steve 12133 Centerville Rd, hico Contr: Russ Collar (new sf) 11-29-40 Permit#4168-90B (woodst-o-ve-7—so '011-29-0-040 99-0295 BPEM KOKAL,'.Steve & Paula 12233 Centerville Rd, Chico (addition) Russ Collar - 017 -140-040 017-140-040 _770-56-07' 0 1 7- ' 40-04 KOKEL' 0 12133 CENTERVIL�: E RD, CHICO Co � C 0 S Cont: CAREFREE POOLS PO INGRND POOL(MSTR502-01) on-lvD-�Y� CH LI a All that reaa property situate i.n the County of Butte, State .of California, (Ie:,cri_bed cis f ol.l.ows : -be4A, ( a �'�' 6� ff,.- �.I�G%re4_t U�-Wlr- 0 sem. I � few)-, z 2 AJ o.4 90-46616 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT arfiu,L�►riGr���Q ab -�e 1�er..►S FOR RESIDENTI:AL'DEVELOPMENT Section 26-8.1 of the Butte County Code of satisfactory evideii(.:c. requires this acknowledgement be recorded whose name(s) is prior. to 'issuance of a building permit. The property described herein is adjacent 90-046616 , : Rec Fee 5.00 to Land or. included within an area coned : Check S.00 for agr.i.cul.t..ur.al purposes, and residents Recorded , 1 of this property may be snbJect to incon_ Official Records : ven.i_ences or dLscomfort ar:i.s:i-ng from the County of use of agr:ic:ult:ural chemicals, :including, HEREOF, I hereunto but not l.invi_Led to herbicides, pesticides, Butte and ferL:i'I.1zers; and from the pursuit Candace J. Grubbs : of agr.i.cu] tura'l operations including, . Recorder : 1 : 34pm 30 -Oct -90 but not. J im_i.ted to cultivation, plowing, : XX i , spraying, pruning, and harvesting which - occasionally generate dust, smoke, noise, and odor. Butte County has estr:,b'IJ shed agr i c.ua - Lutal zones which have as a priority use for productive agricultural. purposes, ajid r.es.i.deuis within said zones and on adjacent property should be prepared to accept such i ncoiiven i.enc-c or discomfort from normal, necessary farm operations. All that reaa property situate i.n the County of Butte, State .of California, (Ie:,cri_bed cis f ol.l.ows : -be4A, ( a �'�' 6� ff,.- �.I�G%re4_t U�-Wlr- 0 sem. I � few)-, z 2 AJ o.4 rm ci✓ce. , cel '" I V101.+ ., �c 3©, 117� i,,, '&,k, 6a Mks, Gf par 37. Date: CI 501 (9Ct0 PROPERTY OWNERS: State of �. ) County of BVITE ) ---7teplhen J KoRai-�--- On this the 30th day of October , 19 90 be lure me, SS. the undersigned. Notary Public, personally appeared Stephen J. Kokal 3 e -0,4-f M - b.6 tri.. ►,�.,,� arfiu,L�►riGr���Q ab -�e 1�er..►S of satisfactory evideii(.:c. to be the person(s) rm ci✓ce. , cel '" I V101.+ ., �c 3©, 117� i,,, '&,k, 6a Mks, Gf par 37. Date: CI 501 (9Ct0 PROPERTY OWNERS: State of �. ) County of BVITE ) ---7teplhen J KoRai-�--- On this the 30th day of October , 19 90 be lure me, SS. the undersigned. Notary Public, personally appeared Stephen J. Kokal Present A.P. No. G' Notary Public EN® OF ®®CURRENT Personally known to me. ®Proved to me on the basis of satisfactory evideii(.:c. to be the person(s) whose name(s) is OFFICIR,NOTARYSEAI NARY ANN. ROSS subscribed to the within executed the same instrument and acknowledged that he the therein conta i.ned 'I'N W.I:'l'NC SS NoMry, FubliC — California .for purposes . BurrE cAUNrr HEREOF, I hereunto set my hand and official seal. my Comm Expires MAR 31.,99 Present A.P. No. G' Notary Public EN® OF ®®CURRENT � i � /--`� x: �' � ��. Q C i LU L � � ., . a"a_ a � �� � UW g ,: . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS 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 License Class: License Number: 3U �% �k Date: a5� Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale 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 State 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 top civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Stale 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.). ❑ 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 Law.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 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 s issued. lrY 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 umber are: Carrier.�^^7�( Policy #: D (� -03 PERMIT NO. BPO50560 Issued Date: 03/17/2005 APN: 011-290-040-000 Site Address: 12133 CENTERVILLE RD CHI Map Index: Description: INGROUND POOL MASTER #502-01 Owner: KOKAL STEPHEN J & PAULA J 12133 CENTERVILLE RD CHICO, CA 95928 Applicant: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 Contractor: CARE -FREE POOLS 9 ALYSSOM WAY CHICO, CA 95927 (530) 342-4639 License #: 380826 Architect: Engineer: Total Square Ft: 0 S.F Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. and agree that if I should become. subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This 1 hereby affirm that there is a construction lending agency for the Resi performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: 9y.� Address: do work EXPIRES ON: underthe t- q-) - D_ provisions of the Butte County f fees have been paid. % I Date. / ❑ 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 that'I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substance of any ofticlal form or document of Butte County. I hereby authorize repr lives of Butte y to enter upon the above mentioned property for inspection p po es. Print Name: a Signature: �_w azlel Date: J -5 0 Owner Contractor 0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds - "PLEASE PRINT CLEARLY** CONTRACTOR OWNER Last Name /i , �L /l irst NamsTEtJ� Address 133 Cex,revu,'cc,�= Q -o City C H % "D State,k Zip Phone 898 a7i Fax E-mail Lic. #3�ioPo'� CONTRACTOR Name 0.4ge t-otF'E5 poc4S Address D 9689, City CN / -fD State State, Zip'9s`9.;k 7 Phone34a_.4Ga 4 Fax Fax 344 a 29 E-mail State License Number Lic. #3�ioPo'� Classe, 53 APPLICANT NAME ARCHITECT/ENGINEER Name Address AC9 41 kAJ QZ Q-� City Zip 9S19V 7 State Zip Phone Type Const. Fax E-mail Book bo State License Number APPLICANT NAME Name , ` a (-- / j / Address a _T City CH 160 Stats Zip 9S19V 7 Phone 2411` u� 3 p Fax O 7 9,:E -mail APPLICANT SIGNATURE X % For office use only: Zoning I r'fZ-5- I Flood Zone -C I SRA e No Occ. Type Const. Subdivision Name Map LENDING AGENCY Book bo Page Lot # 2 PlannerDate j-1-69116' Approved: Zoo OVER FOR SU9IVITTAL REQUIREMENTS PERMIT NO. BP D5-© BIN # LOCATION AN l '_" NO _640 Property Address Q33 CeKjr'c#_v,'cc.e P�D City 1 0N1614 ross Street F WORKER'S COMPENSATION Policy Number Carrier S r/10-1-5 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: N E (.t.s i x.f G Ao u AJQ ID o a�L Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: t I Bldg SRA Receipt #: S-SSheriff �Z / SMIP Other Date: %�6`7q v Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.). ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and�installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license: information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS 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 check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: f'l D�L=Z i 5725W -f" ASSESSOR PARCEL NUMBER D � 7 - Proposed Building Use: J N 6/rUVNn PaoC_ 14^7r+t Counter Technician: Date: ,J \ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. I r) 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 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. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C 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 ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner \ ❑ 14. Hazardous Material Form �❑ A/ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ . California Department of Fore try plan approval ❑ paid. Sent by: 24 Planning approval (A) Use: (IS (B)Parking: (C) Parcel Check -._d ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... JN 26. NPDES Form............................................................................................. ❑ 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 .......................................... ❑ 31. 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 etter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other. ❑ 39. Other: When issued Teleph e // r ,,-,� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed y Date: Structural approved by: Date: Note transfer by: Date: Yellow; Building Division 1 TO: Building Department FROM: Environmental Health. SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached " Float Plan Attached San to ®.O. C-0--�}— - CZL Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for � d-v—fe— irr -), Other - Hold final for: Final clearance O.K. for: NOTE: Environmental Health pecialist Date 8/96 p1� ePS-NeT Q.c QT 7 Department r r% 11 In t Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NluDon)Preve Phase 11 Construction Storm Water Permit an rACRE Plan (SWPPP) Acknowledgement . ILESS THAN 1 Project Description: (' t 6-U 1 d �- Project Location and/or Parcel Number: 12-1 3 2� )0 p -? , a cs— `9q0 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of Califomia Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Lffwwn-f! f �cc than 1 Acre NPDES & SWPPP Compliance Certification NOTES 5 RESMENTIAL \� 011-29-0-040 99-0295 BPEM PECKOKAL,• Steve & Paula '12233 Centerville Rd, Chico (addition) Russ Collar ' S t v • ,r ,i 4 t t JOB FINALED (Date) Signature • r J r1 i . l I ,i 4 t t JOB FINALED (Date) Signature "COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT'OF DEVELOPMENT SERVICES ` - 411 Main Street • Chico, CA • (530) 891-2751 j 7 County Center Drive • Oroville, CA • (530) 538-7541 ,,9013 -RECTION NOTICE. 11 ~� r OWNER •r 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. - i .4t?F Date Inspector Jam„ / • �� r REV 10/�� • .. "['T i. • C r` 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 k 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 con is office immediately. � ,toxofe-cr XA.S Av jol ras - SPS j e. l.*✓;Qwl/ C trw4lk - tue,✓tec_ 'K5 fljiO Van r, co/ C,445 -c - 9r YS WI# // e A r PoO IF c.,, Hr& lir r rcSe..J f BAdi��a S> (/ '511 Date % �J Inspector REV 10/92 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 .IV CORRECTION NOTICE J 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. 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 Ff,.. CORRECTION NOTICE 22 - 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. v Date Inspector REV 10/92 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 RRECTION 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. V =,OK, 0 = Not OK = Not Applicable = Not Ready - MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining �. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Elec.; Enclosures; Conduit Entries -Terminals -listed 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Health Department Approval 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 11. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 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.-Con nectors Shlhg.-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 \Z` 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 -GR 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- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply.Test 11. Light Niche I Date Card B-1 Date ' _ Card B-1 Date Card B-1 Date Card B-1 V = OK = Not OK = Not Apr = Not Rei RESIDENTIAL (Single & Duplex) Date Vderfloor (Plans) OK except #'s 71 4.4n -Setbacks- Ease ments-Flood-9ope tg., Main; Soils-Elec. AcW&/ n /-Fla. Death 3. age; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth / p 4. g., P s & Decks; Soils -Steel-/ /" Ftg. Depth emvyalls, Main; Steel-Blockouts-Wrapped I V. Hold Downs and Special Anchors ,p/D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test Electric Underground s & Ducts; Clearance -Material -Support -Ins. 14. irders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. ccess & Ventilation 1 Z Insulation Date (� `y ' Card B-1 Date Card B-1 Date Card V1 Date Card B-1 Date XUMBING (Permit) OK except #'s 1 1IVWa1eK1, ; Vent -Access -Combustion Air Baffle 8. r Pipe; Test & Anchor -Nail Protection 9. D.W.V.; Test Fittings & Anchor -Nail Protection 462!LS Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s Si per Materials & Anchors 4, . W s Studs -Nailing Spacing & Braces -Plates -Sound 9,11-51dring Walls over Girders & Floor Nailing AK D top in Walls (rat proof) "U. Fird'Stops, Furred Ceilings -Stairs -Chaser Headers & Beams -Size & Bearing Date /FRAMING (Continued) 4 Date Date 47_ Card B-1 Date ♦' Card B-1 Card B-1 Date Card B-1 Date irepl ies or Type A Flue -Fir place Throat Clearance -Access; Size & RometCP otection-Draft Stop -Ins. Baffles ELECTRICAL (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 23 xture & Transformer Clearance -Ins. Protection _52 -Property Line Firewall & Openings 2 lec. Receptacles Spacing -Lights & Switches at Doors rs, Width -Headroom -Rise -Run -Landing -Fire Protection 2Si oxes & No. of Conductors Stapled 5 2.. Romex Installed Close to Edge of Studs & C.J. 510 INesh-Drip Screed -Fd. Vents-Underflr. Access 471-_Equjp-Ground made up w/Mech Fasteners -Bond Gas & Water Ullhear 2g,—."'Appliance Circuits in Kitchen & Conductor Size GFI Interior/Exterior Wall Panels 29. Subfeed Wire Size / / gaq:r or Al-poC Wire Size / / ga Cu or A] 62f.' 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 34- Riser Conductors & Ground Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 33,,,Oothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date a Date Card B-1 J^J Date Card B-1 Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 . C. Ducts Insulation & Support 3 rent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -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 MING (Permit) OK except #'s Si per Materials & Anchors 4, . W s Studs -Nailing Spacing & Braces -Plates -Sound 9,11-51dring Walls over Girders & Floor Nailing AK D top in Walls (rat proof) "U. Fird'Stops, Furred Ceilings -Stairs -Chaser Headers & Beams -Size & Bearing Date /FRAMING (Continued) 4 ers-Post Caps -Anchors -Connectors 47_ ling. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 8 irepl ies or Type A Flue -Fir place Throat Clearance -Access; Size & RometCP otection-Draft Stop -Ins. Baffles 5 -. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions wpeT7'G3iage Fire Protection Framing _52 -Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits rs, Width -Headroom -Rise -Run -Landing -Fire Protection Ste-ftywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Siding -Nailing Veneer _ —57- 510 INesh-Drip Screed -Fd. Vents-Underflr. Access 5 1 zing Area -Glass Protection -Skylights -Plastic Ullhear Walls Nailing -Bolts 6<6race Interior/Exterior Wall Panels 6f. I sulation-Walls-Ceilings 62f.' Infiltration -Walls -Windows Date 4/C 1� f Card B-1 Date Card B-1 Date ! Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 2 xt. Steps -Door & Sidelight Protection -Landings 6make Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bedroom Exiting .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels & Rails u place or Stove, Clearance -Hearth I1 c. Outlets at Wood Panel, Int. & Ext. 7.9'19. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure 7 A.C. Duct in Garage -Damper Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jm Garage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location Pec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic '-8 . uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes owing Instld./Drive ] Yes ] No/Walks 0 Yes Q No/Planters,:) Yes ] No Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Be Water Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House 84,Glass Protection Correction m Previous Inspections 91. Ga st-Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 91,Xnergy Compliance Certificate -Other Certificates 94/Address Posted Date �„ " } Card B-1 Date Card B-1 Date 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 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. Date Inspecto REV 10/92 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 12133 Centerville Rd. C klco Number and streetCity Countv Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches Brand Name Thermal Resistance (R -Value) 2. CEILING Batt or Blanket TypeFiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville - - .�.�..z,.-•-�.—�..----•.:,-r..� Contractor/s min. installed weight/ft sq. .659 ib. Minimum Thickness 16.25 " inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Mberglass-Batts Brand Name Johns Manville Thickness (inches) �� 3.5 Thermal Resistance (R -Value) ( ) R13 4. RAISED FLOOR Material _Fherglass Batts Brand Name Johns Manville Thickness (inches) 6.5" Thermal Resistance (R -Value) R19 5. SLAB FLOOR / PERIMETER Material _ Thickness Perimeter Insulation Depth (inched 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name _ Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate of compliance, where applicable. C.L.#499150 tem s them Item #s Signature, Date Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor (Co. N ame) Or General Contractor Co. Name Or Owner Installing Subcont � ctor- (Co. N ame) Or General Contractor Co. Name Or Owner 5 FI SIDENTIAL ,011-29-0-d 0 99-0295 BPEM PE KOKAL,. St e Paula 12233 Cen rv' le Rd, Chico (addition Ru Collar i 07 SEP 8 '1999 VISION SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7549 PF.(iM N (Rev. 12/96) APPLICATION AND PERMIT Ofid/ ASSESSOR PARCEL NUMBER ' ` 011-29-0-040 ZONING, FR -5 BUILDING PERMIT OWNER STEVE AND PAULA KOKAL TELEPHONE 893-0717 SQ. FT. OCC. BUILDING VALUATION 150.00 799 . OWNERS MAILING ADDRESS 12133 CENTERVILLE ROAD, GHTC0 95928 CONTRACTOR'S NAME US TELEPHONE 894-3955 24.00 CONTRACTORS MAILING ADDRESS 4425 WILLOW SPRINGS ROAD, CHICO q5928 RRMOTIRT, EST 500.00 CONSTRUCTION LENDER Fireplace 1.500.00 LENDER'S MAILING ADDRESS Total Valuation $ C�gEp¢ ARCjr�t r R ffffftLIEU LIl U�3790 Filing Fee $ 20.00 Permit Fee $ 643.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 41.7-99 'IT ROAD, CHICO 1 j Energy Plan Checking Fee $ 0 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFXq Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 1 on TYPE OF WORK New ❑ Addition ❑X Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOM ADDITION Gas piping stem 1 - 5 outlets 15.00nn Building sewer 15.00 nn Mobile Home ISIGIw @20.00 PERMIT FEE $ 143. ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 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 1 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, 111 do the work, and the structure is not intended or offered for sale. L,zI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( DW: ACC. BLD S. 3.50FT. rwN-RESID. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET cIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL- @ .so Ex. Occup. DurEis RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 80.38 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 Filing Fee 20.00 Heating 15.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $ Policy Number e above sections need not be completed 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 forthwith comply with those rov ions. r 2 X - Date IO 0-- Signature ol Applicant - -El Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or cons uction of structures over 3 stories in heig t. L , C o a S a Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. TYPE TOTAL FEE $ 448, 811 HAZ. I D. FEES IMP I FLOOD I CrPARCEL I PD This permit is hereby issued under the applicable provisions of the Butte County Code and/ Resolutions to do work indic d ve for IN s ve been paid. By ate PERMIT EXPIRES ON Date Receipt L 5 WHITE-D.D.S.•B.D. CANAR -ASSESSOR PINK -I IQIPFCTnR GOLDE ROD -APPLICANT :,rOt:*ITY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541Q PERMIT NO (Rev.IZV6)`'� ✓ • APPLICAT6CNANDPERMIT A In"a"'"`a'"UNG11"WHOM Oil — z90— o4o12-5 BUILDING PERMIT owr►ara 1-2+cVE, d' A,-L� Ko v a ( I"rq g 7 0.7 1-7 SO. FT. OCC. BUILDING VALUATION owwrt wrNo a"ooaa, 213 3 Cen+pxvi I e Jed Cmco 95925 Q • O Q COWW, HAMCollar Twim"-N3 s 5 o✓ 5 s z '00 rMUNo nooyC.,` I o W r7r1 2CA s z8 0014fl,FcTM unoa V r rrworo wnuo "OOMS Fireplace I DE�.00 1 Total Valuation = -74. OCA ARCHITECT ORIn kicd eI tL(-- 53590 Ffin Fee s 20.00 AACWMCT oa o+orNmrs wuu►a A0010108 O-l8-/(P0T) Permit Fee Plan Checkin Fee $ ,uaa04"0orrd, 2 l 133 Energy Plan Checking Fee s PERMIT FEE _ S r The eueorve1M tom r"FrccL PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex O f&bdehome O Other Each Trap 7.00 0. Solar or heat pump water heater 23.00 Water piping 15.00 1%,010 Each gas water heater or vent 15.00 ' 00 TYPE OF WORK New O Addition Remodel O uaNee O Installation O Other O Describe Work: Gas piping systern 1 - 5 outlets 15.00 1q, 00 Building sewer 15.00 . co Wblle Homo S G W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Feel 20.00 Main Service = ON 23.00 l \ Main Service 2MA To room► 48.00 raw ow . owatw occur. 3.59ia f0 b 3 ow "oohs.ca woe. erns. wwnmro. ' Muu4ounlT @7.50 F0WM "FVAPArA a, 300 r.00Ex. OCCUp. ounrr OR Feu, SAL .so �0 "PPIM OA Ex. Occup.FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 lutist. Wiring 23.00 PERMIT FEE _ $O. 3g MECHANICAL PERMIT Fling Fee 20.00 Heating Ls-. 0,0 Cooling QS.00 Hood 8.50 (D - SD Ventilation Z . CK) PERMIT FEt f r715 0 Mobile Home Installation Fee i Energy Inspection Fee $ Asco. D( '( c OotisTT jTy°E TOTAL FEE $ �S KAZ . FEo w a000 '7' V vo w ss�c j l This permit is hereby Issued under the appriicable provisions of the Butte County Code and/or Resolutions to do work ' indicated above for which fees have been paid. By Date EXPIRES ON 2Lio1 ReceiptNo. 2S7q jf 'LL -7f- SPERMIT wHITE•D.O.s.•8.0. OR PINK -INSPECTOR GOLDEN 'F%00 -APPLICANT ;•J ..A.ur^_:^.'p`r,-"+'►{ bit`da �3:.�Y# j('^,'"a.4a...,.n.^r-;.t+�`VtS.F«.x:lryiw,.t.roc...,r•rft�-t:t.F':.[.+£r°:i,y,:.3fi•i.-Ar .4d-:,f%�,rar•.U-N� .., �•,. .f ,,4.-°'..� I.t?";5'"` .. •�.�� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER teAs-ILA PROPOSED BUILDING USE S� iB O�e� . Z &z — y� 1. BUILDING PERMIT FEES I -- Balance Due ................. $ i. ry -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES C U Sp ' (paid at District Office) r7 �jQ /3/d/eol a 3. SHERIFF FEES (paid at Building Division) Residential ......... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x 1= $ !#Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) A.P. # 1 ) - 2- 9- 414P DATE 2 - 16- q9' REC # DATE REC 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK _ $89.00 (paid at Building Division) WI ivleJ !- /0#1 8. WATER TENDER FEES (Battalion #1 ) $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. APPLICANT - DATE Z Original -Owner Copy -Building Div. (Rev. 12/96) ,4 V4. 9rS '-�,,.,Ri ';+`17 r[ y , J i., :..�'4• =ti` Y .-.... , 04 n n • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: i fiavl�9 kOW,4L ASSESSOR PARCEL NUMBER: I 1 - -Z Proposed Building Use: SIF /aOU ZAA. Building Inspector: e Date: 2 - At -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 -------------------------------------------------------------------------------------- �� ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, -3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation.---------------------------------------------------- 117. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 09 ,/anufactured Home data and installation instructions incl a Down Specifications.------------------ 0. Fees of $ - --- - - ---- -----! Z 2_. O ------------------------- i .12'1"1. Impact fees as shown on the attached schedule. -------------------------------------------- I---- ----------/-- 2. . California Department of Forestry plan approval/fees. d- ---- - Ell 3. Flood elevation certificate. ---------------------------------------------------------------------------------------- 11k4_ Sanitation and plot plan approval Cy/!O Health Department.------------------------------------------� Q ❑ 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. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------- -----------'------ 1___________ --_--- ❑26. Letter of intent on building use. --------------------------------------------------=-------------------------------- ❑ 27. Manufactured Home utility clearance. ---------------------------------------------- -----'-----------____-- ❑28. Existing violations and/or expired permits. ----------------------------------------------- -----=--------------- ' El 29. 1143 A❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. Other: -ron r O klM vn AM n, 110 Q e Wh you issue the permit, rocess as follovis ❑ Mail to owner, ❑Mail to contractor. elephone 8 / ' �) I? and hold for pickup at CW ' office. ❑ Deliver with inspector. � 3�',� t�6� ex4•�2S' Applicant: I�W 7( . D I Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Z Date: _By ,_ 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: C 4n u " 1_( Mtractor, designer, owner, was advised of the above requirM data by Dkohone, ❑ maiO Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by [3 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 sed of the above required data by ❑ phone, ❑ mail, ❑ Buil ' g D'q's'o co a ter, by Date: Plans reviewed by: Date: Plans approved by: Date: a,S- Sets of plans one . 1 Pan Cabinet, 11A.P. folder. Note transfer by: Date: r,,,,., n--f—n--f—, - - 0 _ ' n , . --. . TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Yea Floor Plan Attached Sent to B.D.Z. 99-oa 9S" K-4 '' l2/33 6,--te-LA e- 9d Z 9c7 - C740 Owner Location AP# Plan Approved for: Sewage Disposal. Water Supply: Public Private Well Clearance for dwelling. Other "d,.L lwuae Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 2 —ZZ ' 9-) Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District U. 5 ,� Building Department No. CA C A.P. Number 2 61 0 1 OJurisdiction: City County Property Owner. k0 Property Location/Address / Zin C eN / /: 4 y ► G L r R� Subdivision.. Lot No. ................................................................................................................... Residential Development©� Sq. Footage. 17 Z S No of Living Mobile Home Addition/'Supplemental to (Group R) Units Installation Conversion Permit # "(Nofoundation inspection); i................................................................................................................... Commercial/Industrial New Addition Building 6epartment Representative Sq. Footage (Including Exterior Roofed Areas) Date Ir oor runs reviewea Dy scnooi uistnct rersonnTi District Identification No. oil0� School District certifies that (Applicant) z ✓ v ' fie. 12-.� . C '� ��I� - U � I (Street Address) (Phone Number) CC), e L-5/JCA "" 2 G . (City) (State) (Zip Code) has complied with the requirements of Resolution No. 106 A 6 by payment of $ representing square feet AB 292& _ FULL MITIGATION $ School District Representative Date Paid by Check # ?j Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protewwill 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 FeeCertification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), 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 U! NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT K- bj� TI OjJ LOCAT ION Gt,; PJ T E V I L L S V. G ICO CODES: MATERIALS: 4�OFiSSION�t M. RIC��l 053'590 S'T v CIVIL Il: �ti4` \ OF C Atli O/ JOB NO. DATE 8 Uniform Building.Code, 1994 Edition AISC, Manual'wof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition . AITC, Timber Construction Manual. Concrete: f'c = 2500 psi @--28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @. 28 days Steel Reinforcing: A-615 Grade 40 for Wand smaller. A-615 Grade 60 for #5 and larger Structural Steel:_ ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood .Connectors: Simpson Strong -Tie or -equal. Wood: Struct Lt Framing, Joists & Planks: D. F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater. allowable stress Glue -Lam .OR ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F7V8 Combination LOADS: Roof Live Load:_ psf Floor Live.Load:psf 9 Seismic Zone Wind Speed: 7c2 mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing, psf ARE SPECIAL INSPECTIONS REQUIRED.?. GENERAL: 'Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the -expansion index or'bearing capacity is by others. Page 1 of BY: JMR 8/10/98 ' JOB NO: �qcl To PG. 2 OF . NORTHSTAR ENGINEERING 20 ,DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 PARTIAL LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1994 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" PLYWOOD 1.5 PSF . .'FRAMING 3.0. PSF R-30 INSULATION 2.0 PSF 5/8`GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3: PSF DEAD LOAD 14.0 PSF. ` LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: .3 * 2.75 =.138W FOR LIGHT FRAMED 6 SHEARWALLS WIND: EXPOSURE - B METHOD 2 WIND SPEED. = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 -15' 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' 0.67 = 0.0126 KSF 20' = 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF BY: Jn R. DATE: I I I JOB NO: PAGE 2j OF ., bkwthStar Fmmn ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893=2113 � I - o • �t DINING KITCHEN- --�—y-- I I r I I '• I I 1 ENTRY �r�EA.T IT —�-L: ROdM 1 I PORCH 1. ! -� (,H •� t ' i ( 'i I I 1 I t BY: J 1 I DATE: I I JOB NO: I rQ PAGE 4 OF NwthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 1 -` :- I-- i L411 St I_ i - - --1H ! I i ! '� _ T� 2 i ©Q 7 7 i- _ _ 15T2-rho+-(�jSiNlz-s I ! I I 1 ! ?!C ! =� ! ! ! •� i t �-- i I i I I ! -FT 171 BY: -J DATE: I JOB NO: i�4- s� PAGE : ' OF NbrthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95913 530-893-1600 . Civil Engineers • Planners Surveyors FAX 530.893-2113 Ll 12 , •i I � �I LI -J -4 I-- - ' d'-- I—! ► i I �_ � � I � i i 1 '--i- -- 1 ttll -_�I"l � X. I � S T-��- L-�i_�I-• �=--� : _._�}�. � � � 3 7 � } � 2 � 2 y� i .I� , -1---� -- . I _77 BY: J M. �q DATE: I JOB NO: PAGE- �; , OF WorthStar ENGINEERING Civil Engineers Planners• Surveyors - 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 (or14 i I ;� 1-�. (2 .�,� �_ -� o I I I.(23'.��� i 3 ��-�;_ _I 1/1L 5��� I� o:Q 1.- I �I 0(812}_a��� ►I_�t��_I;z) j ► !__.�.�� o II-_! tq -77 j+ ----r--,-------�--- ;-- 11 Ax i I 1 1 —7�-- I P. BY: J I I DATE: I JOB NO: C04 167 PAGE 7 OF Ncwt-hStar ENGINEERING Civil Engineers Planners e Surveyors. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 �►,, IIi -T I --r- `` I i f W14 4PAII -� ! �-, 2..�� = I 7-1 I '_�_;_�4_0.12,�_.� 71 1 773 wl _3;. 2 f I 2_`� I Li S�o ¢2 — 2 i j�;- Ito ;--- - I _ _ ` --f[ i`- El - EZ -'j-----�-T- i i 2 1 _ I BY: J M R . DATE: I I I I JOB NO: 6749 6Q PAGE a OF NwthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR W SCHEDULE SHEAR WALL IQ Q2 Q3 ® ALLOWABLE. LOAD/FOOT 260 380 490 550 640 760 980 1080 PLYWOOD I'2'8 11 3/8 11 3/8 11 3/8 11 3/8 11 3/8 / 11 3 S CDX / 11 3 8 CDX 11 STRUCT I CDX CDX CDX STPUCT 1 CDX 2 SIDES 3 2 51DES 3 2 51DE53 EDGE NAILING 8d C@ 611 ad (*@ 4" ad 3" ad 0 3" ad (@ 2" 4 Ba 0 4" ad 0 3" 8d 3" FIELD NAILING ad C@ 12" 8d 0 12" ad 12" ad (@ 12" 8d (@ 12" ad (@ 12" ad C@ 12" 8d 12" SILL NAILING50 16d (@ 4" 16d (@ 3" 16d (@ 3" iC6d Cad 3" 16d C@ 211 N.A. N.A. N.A. CLIP, BLOCK? L550 L550 L590 L590 L590 L590 L590 A35 TO PLATE (@ 22" i@ 14" (@ 1611 (@ 161' (@ 12" . Ca 121' (@ 81' (a 4" ANCHOR BOLT 5/8" 0. 5/811 0 5/811 0 5/81' 0 5/81' 0 5/8" 0 5/8"0 5/8" 0 SPACING 64" 42" 32'1 3211 241' 201' 16'1 1611 I. OVER DOUGLAS FIR FRAMING, HEM -FIR PLATES AND SILLS APE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS Co. PREDRILL SILL NAILS LESS THAN 3" O.C. 7. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOP ENTIRE BALANCE OF WALL LINE 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. j 17 , 1 i I , 1 � 1 BY: img NorthStar DATE: JOB NO: 4-9 ENGINEERING PAGE OF 9 CMI Engineers 9 Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 - A-P-Ac�, A' Z_ H EF,_ A� P E �,_k ,5 . R W I - - - kd 13(:::oJ_ '72-1 A :d J_L--- T T z 19 o' 1. -4 7_.3: _k ZJ_ MAIv t�T -F-I 7 -1 LPS j^__J-AU,: F0_ 0—TI �__J A1-L,.�!. A.PA_` —;A -0:_.-- J 7 _J? -4- A -2 II 7- s2 _(fA _LL AA _4__V_. -A .4 'A 0._t _ _Ilo 4 �°21 -i12Z�= 732 - i8:�2 +W7 T 1_�24L J e: `__®.._._._+ _ N••_A�. -TN ' _' 17; :) OW_ t— NorthStar ENGINEERING Civil Engineers Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Kokal Residence located on Centerville Road in Chico as provided by Longfellow Lumber Company Inca The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of . the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads for the design of the Trusses. We did not verify the structural design of the individual trusses. The. Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. - Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX=893-2113 v'jk0 r Z'�S10"14 M. RIC ': Li-` n IIC 0535�D `rT ctvtL ti� �� CF CFiLZFO� ..;I E NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 • REVISED STRUCTURAL CALCULATIONS PROJECT KoKAL A�PITIONIJOB; NO. LOCATION C_- 1�i rJT�F. ?_V I L L E R. �. C_� 4 IC -L-2 DATE 4-124p499. CODES: MATERIALS: QRp t ESSEON\ RIC <"' ti�� 4 tr 053690 `rT CIV I1Q �� Op CALIF Uniform Building Code, 1994 Edition AISC, Manual"of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c=.2500.psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 �teel Pipe: ASTM A53 Grade B teel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A /Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams &- Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress iGlue-Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load psf Seismic Zone �7 Wind Speed: mph Exposure:_ Method 2 used unless otherwise noted. Allowable Soil Bearing : I SOS psf ARE SPECIAL INSPECTIONS REQUIRED ? D GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not -the responsibility of NorthStar Engineering. Verification of the soil conditions at tie project site to determine the.expansion index or bearing capacity is by others. Page 1 of 1c2 11 k .a BY: JMR NORTHSTAR ENGINEERING 4/26/99 20 DECLARATION DRIVE JOB NO: 6496 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON '94 UBC GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2". OSB OR PLYWD. 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF EXTERIOR WALLS: LAP SIDING 3.0 PSF FRAMING 2.5 PSF . 1/2" GYPSUM WALLBOARD 2.5 PSF MISCELLANEOUS 2.0 PSF DEAD LOAD 10.0 PSF LATERAL LOADS: SEISMIC: WIND: .3 * 2.75 =.138W FOR LIGHT FRAMED 6 SHEARWALLS EXPOSURE = B METHOD WIND SPEED 75 MPH Cq = 1.3 = 0.0143 qs = 14.5 PSF 0.62 0.67 20'- 25' 0.72 25'- 30' 0.76 30'- 40' 0.84 _ _ _ _ _ Ce 0 - 15' Cq*qs*C 15' - 20' e DESIGN PRESSURE = 0.0117 KSF = 0.0126 KSF = 0.0136 KSF = 0.0143 KSF = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). 11 BY: J NorthStar DATE: I I I"`' 20 DECLARATION DRIVE JOB NO: G� I �/ CHICO, CALIFORNIA 95973 ENGINEERING 530-893-1600 PAGE OF Civil Engineers* Planners *Surveyors FAX 530-893-2113 130 I i i.SATN PATIO FYI � e DINING ao0� <ITCPEN _ O -rt-----------------�- r � r r � r r r r ENTRY Zr F-2- i LEI r r r r r f 11 u BY: .J � 1 w— DATE: 119 01 JOB NO: Ca4 1 `Q PAGE 4, OF �r-,:V. 41ZZ101� NorthStar fir—" �'•.,...�-�a,,.��e ENGINEERING Civil Engineers* Planners Surveyors E 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 FA1; �J�Nt�. 'vim... �� I ►'I"► r. V = (� 8 C Z �i (4 I� , 6,14- fi �o� `8�2� • O . ; -�- �3(gl2) • al vim,-��2�L�.el2� fi.7._��2°I>.oII� 4A �. �=44K K11 L4,5 e,No �. HV usePH5 2. owl x4, z) r] 7A)(- f:�,1 W WT= C. 17= 2:cf2 K 5T &Z3& C7AP. = z. Top 17L. 5FLC t�E: 1i -- WALL _ u hc7Tc-- Z w/ 44-- I 5 1 '/- t:,:: V--:::2 00 4-x (c -/,A F,. = 3.3 K' BY: -J DATE: I JOB NO: PAGE � QF i 0 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 Civil Engineers* Planners* Surveyors FAX 530-893.2113 T H -P 1-1AX_ STcl-L4 T= x.44 4�> '�TGz3 �-J1'4 0 To P El, . '5rL G E--- C4 , = 2 _ IC- WAt L 211 BY: J I I DATE: I ` JOB NO: PAGE F 1`.iII. `T 12 ZI I LlINt�-_ mrthStar 7== ==.. Z_ ENGINEERING Civil Engineers- Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 V�j IZ-�,E4-c5 V--2ool-+ Igo<9Iz) 01 -7 + 0. L2�` oTri rzn (2/3) (7ZI2) STT= (3-2KIs8) fI= Z.3 K, (��T&Z,3 Co ►-CJI 4o -I6 .&I SINKE-IzS - C GAP. = Z- i K-) 'D ToF P- L. < Fu I/z L4--21�1 2T�13 T Iz qS � To Ton PL,- r CA W /ALL ��� l�r,--r� �o ..11 28-►��d sire. BY: I I IZ NrthS'ar 20 DECLARATION DRIVE DATE: 1 1 9 9• == = CHICO, CALIFORNIA 95973 JOB NO: C04 16;, ENGINEERING 530-893-1600 PAGE 7 OF Civil Engineers • Planners* Surveyors FAX 530-893-2113 w . to _ oTf�l = • 28a (lo> 8 = 22.4 �I oz�2> (� �a12> ol4-I Z2.4 - IZ = I USE lleTr-4-0. ►..1� zg- ICc _ II Foy I til cI �1J 1 W. T ;? L FI 112 cOT-I D rz rlFc:i. = 2. K FZ ,T -I I - 2 4 i1 x 2-4 1Z�� BY: J n R DATE: 4-111 JOB NO: C--- +,16, PAGE v OF MwthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL SCHEDULE SHEAR WALLA 0 Q3 ® 0 0 0 g0 ALLOWABLE LOAD/FOOT 195 295 390 435 500 590 180 810 1,28 ,PLYWOOD 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX 3/8" STRUCTI CDX CDX CDX STRUCT I CDX 2 SIDES 3 2 SIDES 3 2 SIDES 3 EDGE NAILING 5 8d (@ 6" ad (@ 4" ad (@ 3" ad (@ 3" 8d (@ 2" 4 ad (@ 4" ad (@ 3" ad 3" FIELD NAILING 5 ad C@ 12" ad (@ 12" ad C@ 12" ad (@ 12" ad (@ 12" ad (@ 12" ad C@ 12" 8d 12" SILL NAILING 6 I6d (@ 6" I6d r@ 4" 16d (@ 3" I6d ( 3" I6d r@ 2" 16d (@ 2" 6dOWS 0 3"CLIP, C ROWS BLOCK 7 LS50 L550 L550 L590 1-590 L590 L590 1-590 TO PLATE (@ 24" (@ 16" C@ 16" (@ 24" (@ 20" (@ 16" (@ 12" (@ 12" ANCHOR BOLT 5/8" 0 5/8" 0 5/6" 0 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8" 0 SPACING 12" 56" 42" 1 40" 1 34" 1 28" 1 20" 20" I. OVER DOUGLAS FIR FRAMING, HEM -FIR PLATES AND SILLS ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. USE ad BOX NAILS OR EQUAL 6. STAGGER ALL SILL NAILS AND PREDRILL SILL NAILS LESS THAN 3" O.C. 1. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOP ENTIRE BALANCE OF WALL LINE 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/6" CDX WHERE OCCURS. OSB SHALL BE RATED FOP EXTERIOR USE. BY: Jmg DATE: + I JOB NO: (p -4 9 PAGE I . - OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors CJ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 .. t. _ I.—=_ �A�-CULATia�l-�2 FOF- `51L-L PC-,P- 5ILLPC-,P- SHe,^9�ALL� GAPAGIT`i .PC -,f 19cl4 UgG IGao V-E,--PoP-T Flo. NF54Z - Z--72-. 2 -2211 .2- TA&L�, 2 :� -S - F 1 I2" 1 430 # I�oLT 42-gni 0 22240. � 1.33i = 1473 4+1 goL.T I Z 19Z;N-2 IrlAIL� P5,P- lc -Po rJ 272- 72I&J I & J �IIJKE,:-P, 122 1JAIL SyEAP (^ JAL - LOAD �T SILL— NAI � NAIL GC- APAITY ANk-HOIZ BELT ANJ HORN A 0 I i I<o D(a 2(17-2) =244 51g o 72" _ • 17 (1.4-7)=-24-1� A2 - A3 0 4(i22) =410 5.18 421' .29(6.4)=Azo ® (I.4-�) =..44- 0 GOO 6 (12z) = 732 X18 ,z) 3 �-JI .356.4-1) _. 5 to 0 "--21g -2011 .+3(I.4-�_.(030 7�3� Rows a n I I C):= - 2 �1f? — S �� 4> � I� a c� (1.47) —: 0:g A 670; .coo BY: JI� N wthStar 20 DECLARATION DRIVE DATE: , 4- l q JOB NO: (D L�-� �j ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 PAGE I Q OF I (� Civil Engineers* Planners* Surveyors FAX 530.893-2113 CPN zsi2 1._ A = I • (Z.8> f ICS._ 2_IN Z C 3:`] --- _ � _ -- l • �_ � .� 33 �. _tel � ? : 4. _ .__ 3 C2 � �� N.3_ C .---.� Yt 1 li NORTHSTAR-ENGINEERING .20 Declaration Drive Chico,. CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT KOK-AL AV2171'0N LOCAT ION G P, tJ T E V I L L R �• i G t`� ���� CODES: MATERIALS: oFEsslo� 1. 4 {„� N�'t fQsp 1A. RIC C 053590 0 CIVIL ytiQ OP. CALI'fv JOB NO. �p _ DATE 8 Uniform Building Code, 1994 Edition AISC, Manual'tof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition RITC, Timber Construction Manual: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm =1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500.psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel; ASTM A-3.6 Steel Pipe: ASTM A53 Grade1B 0-achine teel Tubing: ASTM A500 Grade A or B Bolts, Anchor. Bolts: ASTM A307 Grade A ood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater.allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load psf Floor Live Load:psf Seismic Zone �j Wind Speed: %cJ mph Exposure:�j Method 2 used unless otherwise noted. Allowable Soil Bearing, psf ARE SPECIAL INSPECTIONS REQUIRED ?. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at -the project site to determine the expansion index or bearing capacity is by others. Page 1 of i BY: JMR NORTHSTAR ENGINEERING {{ 8/10/98 20 .DECLARATION DRIVE I JOB NO: CHICO, CA 95973 PG. 2 OF (530) 893-1600 " PARTIAL LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE.. BASED ON THE 1994 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF ' 1/2" PLYWOOD 1.5 PSF . FRAMING 3.0 PSF R-30 INSULATION 2.0 PSF 5/8"GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0. PSF ` LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: .3 * 2.75 =.138W FOR LIGHT FRAMED 6" SHEARWALLS WIND: EXPOSURE - B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF .25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF BY: J DATE: I �Q JOB NO: 6-24 PAGE '3OF t . ,. NwtMtar ENGINEERING Civil Engineers* Planners* Surveyors 4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 # � i •i � i• �� I M.5ATH PATIO t ]- i j DINING � KITCHEN— M.SEDROOM n ,-, --------- ------ ENTRY 1 ! 1 ' i I iISA '� - (--- !GREAT BEDROOM ROdM - — — FORCH 41, BY:NorthStar DATE: I I JOB NO:tE N G I N E E R I N G: PAGE 4 OF Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 �• ,�--Y,I..1 t! i i� � i � i I i �� �� j� 2.1 �� I j � ri I' �__1_ i I ��-! i 1-4� � +5 T► � 23� �►-� �qo...��__I_� �I s �� kms 5 �L � � =�. G i ip � w i 1 x- I BY: —J DATE: l ,JOB N0: PAGE OF -.NkwthSUr. ENGINEERING. Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE ..CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 T1 �- i i :►.� � �. � I � i. 1- is i � • i � ��� I � _(� -�--T �--, _�.��� r ` I i �=- . I t Irl_! 2�--�-4�r ff - T i '-�-' -i-.�I"l�X___ i _ S 1T;�� 1.-��T _- I �<}�, �i=•� 13�> 2! � - 12 ;� � _K �I -_ � _� - I i - L-4__ z 3 _` :I �c f'L l Vi i.. s ►.P K tL i-7 a. BY: J DATE: I ` JOB NO: 67 14 9 PAGE OF... IVorthS ie ENGINEERING, Civil Engineers • Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 ' _ ( V_ II__ 1I1--! To 12- 6.1_4 I I I j ! --' -�—f ! -- --} I -.L__i !_ � 1—I • I —) -I- - I I i }_. ' _-i ( -' -- L—I- ' I ' -!—i .� I I__I l i � ----�. L. I _�- 17 ' I ►,�--r'-- I.; _ i T-� : is p i � t Ttr T� I i t ' 4 } , 1 - �! ! .I I � I •1 ( 1 1 I E , ! ..!. I _ }� } I: i.�..�_ ._. K 1ZD Z.To ��. } ' I I � ! i �fl� ✓' i;,_..��.I� � I �•?��✓ I i �T�� . `I'� I � 1— I ®�-_„�—�I (�/�—j__ � _ .� -� ._.f —_.r --1__—y -4 -' ' t—. iii — -i _ -I-- _ � f ! __ i _ �, _ f I i— b — BY: NwtlhStikr 20 DECLARATION DRIVE DATE: 99 CHICO, CALIFORNIA 95973 J06 NO: Ca4167 ENGINEERING 530.893-1600 PAGE 'T OF Civil Engineers* Planners* Surveyors FAX 530-893-2113 lz 7 71 L U BY: .J M R NwthStar, - DATE: 1101 ci , JOBNO: (p4944p ENGINEERING PAGE a OF Civil Engineers • Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL SCHEDULE SHEAR WALLA Q2 ALLOWABLE LOAD/FOOT 260 380 490 550 640 760 980 1080 1,20 PLYWOOD 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX 3/811 ST UCT I CDX CDX CDX STRUCT I CDX 2 SIDES 3 2 SIDES 3 2 SIDES3 EDGE NAILING ad 6" 8d .0 44" ad 0 3" ad 0 3" ad (@'2,,4 ad (@ 4" 8d 0 3" 8d (@ 3" FIELD NAILING 8d 12" 8d 0 12" 8d (a 12" ad (@ 12" 8d ((@ 12" 8d (@ 12" ad (@ 12" 8d (@ 12" SILL NAILING" 16d 4" IC6d (@ 3" 16d (@ 3" 16d C@ 3" 16d 0 2" N.A. N.A. N.A. CLIP, BLOCK'1 L550 L550 L590- L590 L590 L590 L590 A35 TO PLATE C@ 22" (@ 14" (@ 16" (a 16" (@ 12" (@ 12" (a 8" (@ 4" ANCHOR BOLT 5/8" �. 5/8" 5/8" 0 5/8" O 5/8" 0 5/8" (P 5/8"0 5/8"0 SPACING 64" 42" 32" 32" 24" 20" 16" 16" I. OVER DOUGLAS FIR FRAMING, HEM -FIR PLATES AND SILLS ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS rc?. PREDRILL SILL NAILS LESS THAN 3" O.C. 7. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. : • BY: J M iz DATE: I I I I JOB NO: PAGE OF 9 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 �A -FOP -A NAIL-IMG-� A _GNo:rBol.T5 --� SHAR1.�1LLN Dl�l.... DISI G� _-APAcIT_Y. NSR --- - x.430 2 ' 8!! 19. o 22 0 <<I_-33•)� = 1.47 IBJ AILS NA -f -- -- - 'IMPAR. ALL. LOAD _-FOOT_ �Il,l- __ N I I ... NAIL - GAPAG YL;�. °ANGHo_.2 'PSI -T °_.�___ �ANG.HoR RST_ PAG.LTY�_v 0. __:- _- _ .I.q-u _SCI Z2�� �_3�010 _,.: 14�! .-:I� �I.4� Az._. 38o C I(o .3�i �4C�22) = 4 0:_ s18 42!'� m 2l=<i:q� 4?0_ • -7) -A4- - �o 4 ° -_ _ Ao ! o C G ' Q , .__. _.. z,_..—.—..—,.•..�.,��__..�_,.v.—_----__�--e—tea �- � 3 .•»� ?_�_—�—®.,_.—e. �_P� __s_,.��.��.> APN: 1 1-29-40 -- Plancheck Comments Kokal Residence :+ 1. O.K. 2. O.K. 3. O.K. 4. O.K. 5. O.K. 6. O.K. 7. O.K. Charles J. Roberts, PE (530) 538-7541 March 22, 1999 Steve and Paula Kokal 12133 Centerville Rd. Chico, Ca. 95928 Assessor Parcel Number: 011-290-040 Building Permit Number: 99-0295 �ufte Co L A N D O F N A T U R A L W E A L T H A N D BEAUTY B__UILD_INO DIVISION DEPARTMENT"bFDEVELOPMENT SERVICES rr-' TCOUNTY'CENTER:'DRIVP-GROVILLE, CALIFORNIA -95965-3397 TELEPHON E��(530) •538-7541 ' AX:1(530)538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.Provide 19 square feet of openable window area in living room. See J&.00 a o dojo v 2. Garage will require firewall and solid core, self-closing door. 3.—Provide letter from engineer of record that he has reviewed and approved the truss calcs per his lateral design. S;�ra C -,A. L, C, IS ✓4. Size Truss 15 for mechanical loads. r--5 4'r5 5.4x6 floor girders are over -spanned per tributary area of floor joists. Resize. 6. What size studs are you using for balloon framing at .front living room wall. - z 7. Provide manufacturers' specifications for the new FAU with a SEER of 11. 8. Plans have been sent out for structural review. I will contact you if there are any questions from this review. 9. Enclosed is your school fee form. Using dimentions from pland square footage is 1756. I y 1 M. M Pay your school fee forms at school district office and -return yellow copy to building dept. If y ou wish to discuss any requirements, you may contact me at (530) 538-.7541 between the hours of 1:00 p.m. and 4:00 p.m.,,Monday through Friday. Sincerely, Martha// tney Plans E miner Please find enclosed items whic eed to be addressed by your engineer. I am sending a copy of plan check list to Jeff. APN: 1 1-29-40 -- Plancheck Comments Kokal Residence 1. Adjust allowable shear wall capacities found in the Shear Wall Schedule for the use of box nails. See ICBO report number NER-272, dated September 1, 1997. 2. Wall Line 1' — Two 6'-0" shear walls are called out on plan, wall lengths used in calculations are one 6'-0" and one 5'-6". Walls shown on plans are scaled as one 6'-0" and one 5'-0", please clarify. 3. Provide uplift connections between floor level and pony wall. 4. Calculations show a Max Strut force at wall line A. Simpson ST6236 are specified, however do not appear on plans at wall line A. Please clarify. . 5. Provide calculations for supporting members of Truss T 12 and callout on plans. (At the Entry and slider in Dining Room.) 6. Re: Calculations on page 6 and detail 3 on Dwg. Sheet; please provide calculations to justify use of RSP4 and H H 4 to transfer 1.77k strut force. 7. Engineer to provide evidence of review for truss designs. Charles J. Roberts, PE (530) 538-7541 s 13 March 22, 1999 Steve and Paula Kokal 12133 Centerville Rd. Chico, Ca. 95928 Assessor Parcel Number: 011-290-040 Building Permit Number: 99-0295 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: AProvide 19 square feet of openable window area in living room. Garage will require firewall and solid core, self-closing door. 01t/YL JPor 1 vf� Or" - �! Provide letter from engineer of record that he has reviewed and approved the truss calcs per his lateral design. XSize Truss 15 for mechanical loads. ,5 4x6 floor girders are over -spanned per tributary area of floor joists. Resize. What size studs are you using for balloon framing at front living room wall. ZProvide manufacturers' specifications for the new FAU with a SEER of 11. ®Plans have been sent out for structural review. I will contact you if there are any questions from this review. 9. Enclosed is your school fee form. Using dimentions from pland square footage is 1756. 1 0 • Pay your school fee forms at school district office and return yellow copy to building dept. If y ou wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner Please find enclosed items which need to be addressed by your engineer. I am sending a copy of plan check list to Jeff All 519` 4 March 22, 1999 Steve and Paula Kokal 12133 Centerville Rd. Chico, Ca. 95928 Assessor Parcel Number: 011-290-040 Building Permit Number: 99-0295 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.Provide 19 square feet of openable window area in living room. 2. Garage will require firewall and solid core, self-closing door. 3. Provide letter from engineer of record that he has reviewed and approved the truss calcs per his lateral design. 4. Size Truss 15 for mechanical loads. 5. 4x6 floor girders are over -spanned per tributary area of floor joists. Resize. 6.What size studs are you using for balloon framing at front living room wall. 7. Provide manufacturers' specifications for the new FAU with a SEER of 11. 8. Plans have been sent out for structural review. I will contact you if there are any questions from this review. 9. Enclosed is your school fee form. Using dimentions from plan4 square footage is 1756. 1 r 1 E • Pay your school fee forms at school district office and return yellow copy to building dept. If y ou wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner cc: Bob Metzger 2 RESIDEi PLAN CHECKIiN GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: kOKa BUILDINGP ER:Do79S- PLAN CHECKER: A. P. NUMBER: "`/0 1. Zoning requirements: (side yards and number of permitted living units). Valuation.j.'� Plans signed by designer. /4 Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 3 �j Recorded notice of violation. z V PLOT PLAN: j%•`" ' ,Y. 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, SIZ.A., Fire Sl ritiklers, Water Tender, Trees, etc.). /7 F.A.U. & F.A.S. road setback. X Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). �..t v1v�G `06+-,-n (/� �� 3. Required windows for second exit (Section 310.4). (J V Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). 2" 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 heaters, heating and cooling equipment, other electrical or gas equipment. 10 Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). ,1�2 - Fireplace and wood stove location, alcoves and clearance. ,1-3' Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Un 11 Sha ed Buildin s (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. -16' Fireplace construction details and calc. if necessary. 4-r Garage door and/or porch header sizes. 12 Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. 6� 37 , T Special Inspection requirements. Q 1.c5. Header size. I June 1997 3.2 NUSCELLANEOUS ITEMS TO L.0 TUT FOR: � ' 1. Stairway details: landings, ns.. and run, head clearance, handrails (Section Io ",. 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering (Section 1501). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage -complete 1-hour separation required on garage side including supporting walls and posts. 10. ` Two exits' on three - stoy dwellings (Section 1003). 11. • •Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel binning appliances - L.P.G. requirements. �x.1-4'' Noise requirements on duplexes. � 5 Energy design. 16. Flashing at all exterior openings. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Vo6d Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2 PRS ECT PROCESSING t -ORD APPLICANT: OWNER: '. PERMIT /: A. P. #: WORK DESCRIPTION: DATE PE, CRIPTION OF STEP LA Z 2 _. rirorn �vr-�c"�e.e'� G►e-- V CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... STEVE KOKAL ----------------- Date........ ---- 04/27/99 Project Address........ 12133 CENTERVILLE RD.******* ----- -value R -value U -value Location/Comments CHICO, CALIFORNIA *v4.51* `7 9 ZQ� Documentation Author... JIM PETERSON ------- R-13 ------- ------------------------ 0.088 Northstar Engineering Wood R-11 R-27 20 Declaration Drive 0.025 Plan theck / Date por Chico, CA 95973 R-19 R-0 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------- MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type.......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 1701 sf Single Family Detached Addition Alone Front Facing 145 deg (SE) 1 1 Raised Floor 23.5 % of floor area 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION mponent Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments ----------------- 11 Wood -------- R-13 -------- R-0 ------- R-13 ------- ------------------------ 0.088 of Wood R-11 R-27 R-38 0.025 por Wood R-19 R-0 R-19 0.037 FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing dtation (sf) Value es Description Shading Fins Type ------------- ----- ----- ---- --------------- -----------.�---- -------- Front 4 (SE) 20.0 0.500 2 None None Yes Vinyl Front (SE) 20.0 0.500 2 None None Yes Vinyl Front (SE) 6.0 0.500 2 None None Yes Vinyl Front (SE) 20.0 0.750 2 None. None Yes Wood Front (SE) 6.0 0.500 2 None None Yes Vinyl Front (S) 30.0 0.500 2 None None None Vinyl Front (S) 10.0 0.500 2 None None None Vinyl Right (E) 30.0 0.500 2 None None one V'nyl Right (E) 30.0 0.500 2 None None 1 Left (SW) 20.0 0.500 2 None None n Vinyl Left (SW) 15.0 0.500 2 None None None Vinyl Left (SW) 15.0 0.500 2 None None None Vinyl Left (SW) 16.0 0.500 2 None None None Vinyl Window Left (SW) 15.0 01500 2 None ,None None Vinyl Window Back (NW) 16.0 0.500. 2 None None Yes Vinyl Door Back (NW) 60.0'0.500 2 None None Yes Vinyl Window Back (NW) 14.0 0.500 2 None None Yes.. Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title STEVE KOKAL Date . 04/27/99 ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program-FORM!CF-1R User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL ----------------------------------------------------------------------------- FENESTRATION HVAC SYSTEMS Minimum Duct Duct # of Interior Efficiency Over - R -value Type Furnace Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Right ----- (NE) 20.0 ----- 0.500 ---- 2 --------------- None ----------- None ---- None -=------- Vinyl Window Right (NE) 20.0 0.500 2 None None None Vinyl Skylight Horz 8.0 0.670 2 None None None Metal Skylight Horz 8.0 0.670 2 None None None Metal HVAC SYSTEMS Tank Type Heater Type Storage Gas WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Distribution Type System Factor, (gal) ----------=-------- -------------- ------ Standard 1 0.62 EF 50 SPECIAL FEATURES/REMARKS ------------------------ External Insulation R -value R-12 Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.850 AFUE Attic R-4.2 Setback ACSplit 11.00 SEER Attic R-4.2 Setback Tank Type Heater Type Storage Gas WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Distribution Type System Factor, (gal) ----------=-------- -------------- ------ Standard 1 0.62 EF 50 SPECIAL FEATURES/REMARKS ------------------------ External Insulation R -value R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... STEVE KOKAL Date 04/27/99 I MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL - ----------------------------------=-------------------------------=----------- 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 DOCUMENTATION AUTHOR Name.... STEVE KOKAL Name.... JIM PETERSON Company. Company. Northstar Engineering Address. 12133 CENTERVILLE RD. Address. 20 Declaration Drive CHICO, CALIFORNIA Chico, CA 95973 Phone... (530) 898-0717 Phone... License. Signed.. �l `0-' z-� �� Signed. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. - (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... STEVE KOKAL Date........ 04/27/99 Project Address........ 12133 CENTERVILLE RD. *******--------------------- CHICO, CALIFORNIA *v4.51* Documentation Author... JIM PETERSON ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 Building Permit # Plan Check / Date Field Check/ Date Climate Zone...... ... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL ------------------------------------------------------------------------------- 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(i): 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.......... STEVE KOKAL Date........ 04/27/99 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in 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 ACOA. 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 7801 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 with pilot < 150 Btu/hr.). �L 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. POINT SYSTEM Page 1 P -2R -----------------------------------------------------.-------------------------- Project Title.......... STEVE KOKAL Date........ 04/27/99 Project Address........ 12133 CENTERVILLE RD. ******* -.-------------------- CHICO, CALIFORNIA *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -FORM P -2R User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL ------------------------------------------------------------------------------- ------------------------------ ------------------------------ MICROPAS4 POINT SYSTEM SUMMARY Energy Use Points = - ----------------------- ---------- Space Heating.......... -4 = = Space Cooling.......... -1 = Water Heating.......... 5 = Total 0 = *** Building complies with Point System ----------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1701 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. F,ront,Facing 145 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling -Height ..... Orientation a. North b. East c. South d. West Raised Floor 1 14458 cf 1701 sf 0 sf 23.5 % of floor area 0.52 Btu/hr-sf-F 8.5 ft GLAZING Glass Area 90.0 100.0 112.0 81.0 o Glass 5.290 5.880 6.58% 4.760 e. Skylight 16.0 0.940 Page 3 P -2R ------------------------ �Date ........ 04/27/99 -------------------------------------------- -------------------------------------------- Wth-CTZ11S92 Program -FORM P -2R star Engineering Run -STEVE KOKAL --------------=----------------------------- ZONE INFORMATION 145 ----------------- # of 0.88 0.58 Vent Special Dwell Cond- Thermostat Height Vent Area Units ----- itioned ------- Type ------------ (ft) (sf) ------ --------- 1.00 Yes Setback 2.0 n/a QUE SURFACES None, ider ------------ ct Solar Form 3 Location/ zm Tilt Gains -- ---- ----- Reference ------------ Comments ---------------- 0.500 190 90 0.88 45 90 Yes W.13.2X4.16 0.500 90 90 Yes W.13.2X4.16 0.58 45 90 Yes W.13.2X4.16 100 00 90 Yes W.13.2X4.16 None 35 90 Yes W.13.2X4.16 90 25 90 Yes W.13.2X4.16 ider 55 90 Yes W.13.2X4.16 0.88 /a 0 Yes R.38.2X4.24 0.500 /a 0 Yes FC.19.2X8.16 0.58 RATION SURFACES --------------- nt SC SC Interior en U- Act Glass Int Shading/ pe value Azm Tlt Only Shade Description ---- ----- =-- --- ---= ------------------- ider 0.500 145 90 0.88 0.58 None ider 0.500 145 .90 0.88 0.58 None xed 0.500 145 90 0.88 0.58 None ider 0.750 145 90 0.88 0.58 None xed 0.500 145 90 0.88 0.58 None, ider 0.500 190 900.88 0.58 None xed 0.500 190 90 0.88 0.58 None ider 0.500 100 90 0.88 0.58 None ider 0.500 100 90 0.88 0.-58 None ider 0.500 235 90 0.88 0.58 None ider 0.500 235 90 0.88 0.58 None ider 0.500 235 90 0.88 0.58 None ider 0.500.235 90 0.88 0.58 None ider 0.500 235 90 0.88 0.58 None ider 0.500 325 90 0.88 0.58 None ider 0.500 325 90 0.88 0.58 None ider 0.500 325 90 0.88 0.58 None ider 0.500 55 90 0.88'0.58 None 90 0.88 0.58 None 0 0.88 0.88 None 0'0.88 0:88 None DINT SYSTEM Page 4 P -2R -------------=----------------------------------------------------------- roject Title.......... STEVE KOKAL Date........ 04/27/99 MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -FORM P -2R User#-MP2089 User-Northstar Engineering Run-STEVIt KOKAL -------------------------------------------------------------- - -- - - - HVAC SYSTEMS Minimum Duct OVERHANGS AND SIDE FINS Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency ---------- HOUSE ---Window-- -------------- ------Overhang----- ---Left Fin--- ---Right Attic Fin -- 0.830 Area 11.00 SEER Attic. R-4'.2 0.810 Left Rght urface (sf) ----- Hght ----- Wdth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- ---------- OUSE - New 1 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window. 6.0 6.0 1.0 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 6.8 3.0 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.0 6.0 1.0 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 16.0 4.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 60.0 4.0 5.0 -,2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window. 14.0 3.6 4.0 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- -- 1 Storage Gas Standard 1 0.62 50 R-12 SPECIAL FEATURES/REMARKS ------------------------ Minimum Duct Duct Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency ---------- HOUSE Furnace 0.850 AFUE Attic R-4.2 0.830 ACSplit 11.00 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 ------------ ----------- -- 1 Storage Gas Standard 1 0.62 50 R-12 SPECIAL FEATURES/REMARKS ------------------------ 4VAC SIZING Page 1 HVAC -------------- Project Title Title.......... STEVE KOKAL Date .__ ____-04/27/,99 Project Address........ 12133 CENTERVILLE RD. ******* -- -- CHICO, CALIFORNIA *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date 21imate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File -6496 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2089 User-Northstar Engineering Run -STEVE KOKAL ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 1701 sf Volume ..................... 14458 cf Front Orientation.......... Front Facing Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btuh) --------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 10055 8910 n/a 9143 n/a 2811 30919 n/a 30919 145 deg (SE) Cooling (Btuh) - 4714 4973 16450 3004 2100 3124 34366 6873 41239 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. I AP# CDF FIRE SAFE REQUIREMENTS PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. V\' 1272.00 Maintenance of Defensible Space. To ensure continued \ maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ( 1273.02 Surface. All driveway surfaces and structures (bridges, / 1273.07 culverts and other app-_,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of / curvature of less than 50 feet and additional sur- face. width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive r of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [)4 1273.05 .Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 6 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [fy 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--, rl I AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [yj 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�C] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre aid larger shall provide a mini mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fAal inspection of a building permit. Page 2 of 3 :.4 ' ,f /- zg -- 1_(_D 9I -a 2Rs - AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves Y�6K,4, L , �TELJe5 NAME [ ] if Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 1-0k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank` Masonry Masonry veneer Metal Other Butte County Fire Department approved materials z ? .-go% 9 Date Signature Page 3 of 3 LONGFELLOw LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle �1e' 61011 Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 PPROVED.) Portland, OR 97220 A (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue ME Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. z�. APPROVED P r�' �� E - 1. d 4� STRONGBACK (NAIL lU LEOGER 12' D.C. (BRACED AT 55' O.C.) BRACE A35 LEDGER (NAIL H3(K) TO VERTICAL Y/2-I0d NAILS) GAOL (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIWSON CATALOG C-9414-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 1N F) DIRECTION (PI) (S) G (N) 6'O.C. I MAX (Sl > (M) 2X4 F.L. OR II.F. 12 OR / BTR STRONGBACK BRACE r 11115 DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUOMIIIEU BY TRUSS MFR. RUC- MATERIAL OIJTLODKER I ( C ) GAELE ENO /° 45 2X LEDGER CMION TRUSSES STRONGBACK BRACED.AT 55. O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMOER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH 6RACE 'A/2 -8d CCOHMON NAILS. 24' MAX / LADLE ENO OUTLOOKER (SI)\ \ \ \ \ llll>I (PI) PEAK PLATE TO MATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH A2 MIN. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (III M HEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED B.C. ALSO. (0) OPTION i0 WEB RATING; USE (3)-2' AI 7-9-0 WIRE STARES (0.072 OIA./15 GA.) 1DENAILED THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (SI ) 6 (III ) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75MPH WIND T 0-25 FT MEAN PLATE MAX. WEB LENGTH 1X3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 LUAU. EXPOSURE B A HEIGHT. PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(TO "•YARNING•" TRUSSES R[OUIRE E110.(ME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND O O O O BRACING. REFER 10 NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE O Q LAST I TU IE. 683 0.ONOF 10 D0... SUI IE I00. MADISON. YI 63119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING INE$( FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAVE PROPERLY ATTACHED O O SIRUCIURAI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CI(LING. "•IMPORFAMF"" FURNISH A COPY OF THIS DESIGN 10 IH( INSTALLATION CONTRACTOR. ALPINE ENGINEERED I � T �7-� PRODUCTS. INC. SNAIL NOT B[ N[SPON SISI[ FOR ANY DIVIATION FROM IRIS DESIGN; ANY FAILURE 10 OZ�TRUS�S 1,_L�P 1 1O BUILD THE IR USSCS IN CONFORMANCE WIIX TPI: OR FABR ICAI IMG. HANDLING. SHIPPING, 1 STALLATION OR 1 1 1BRACING OF TRUSSES. IHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPEC IFICAI ION IU BI ISHEO BY INE AMERICAN i0REST AND PAPER ASSOCIATION) AND TPI. ALPINE C[P co N A663 1-----T ^[—� EACNE FACES OF N TRUSS[ AND UNLISST OTHERWISE 3l CA T(0 ONI I HISS OC SIGMA SPOSIIION CON N[C IDR SE PER 10 1—' IT ,--1 F 1J Of A1H[GIRUSS 0(P/CIIO N[R[AAMD SIAL lNN01CB[1RIll[D UPON NON HIN ANYYOING IHE RPVAY(S ONLY 10 IH[ DESIGN r-IOd ON BLOCK a _ 000 �.ACE 3-IOd HAILS EACH END OUTLOOKER CRITERIA 3.5' MAX. TYP. !HITCH a 24' 0. C. 1.5' MAX. 12' MIH 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIICIIT BRACING (N) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5-11 -0 11-10-0 DATE 03/19/98 DRW COT 112 SEON - 25458 AI 7-9-0 15-6-0 /l 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 j' IA * TC LL TC DL BC DL BC LL TOT.LD. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW COT 112 SEON - 25458 DUR.FAC. 1.15 FROM PDC SPACING IIEIAIL-n2 ALIEIUTAIE Onlfllla 1:111111 IIUIE: SEE 1111AIIIIIIi nnnllluL Pill LI1111)L•II, PLAlE9. Arlll 01111;11 DAIA MIT !;1101111 IIEIIE. ]MISSES '0EOIIII1E EXIREIIE CARE III IMMIX X13 EnECTIOII AIID !DIIACilla. (IEFEII 10 11'1 111(1-111. SUT 11118 I)ESTGI) FUII A1411 I I011A1. SPUCIAL PE1111AHEIII nIIACIIIG (1E011111E111:111S. IIIII.ESS IITIIFI1111M fill)ILAIVI), I111' I:IIUIUI SIIAI.I. 111; 1XIE11ALLY 1111AI:ED 111111 (10111'EALY AT I ACIIEO 1'1.01101#11 611L•AYIITIIG, QOTTUR cllolin 111111 1'nU1'GnLY ATIACIIEII CHIANG. I I;! IA) 1X4 Y9 111:11 -Fill 011 IIC-ITCII CIVIT11010115 I.ATEIIAI. IINACIIIIi Ill Ilf• 1.11IIAI.1-Y SPACED. At IACII 111111 (i' 1111 IIATI.n. 00A(:IIIIi �IAII:IIIAI. 10 0L' SUPI'Llf-0 AIM AITAC11:1) At 110111 E111M TO A 6111TA(II.0 SUPPORT IIY EIIECTION CD11111ACion. HANY (11' TIIE IIELOII NEIIIIIHIED 1111AI;111G TYPES HAY HE U1111S1111111-1111 11X4 "T" IIIIACE. HAI1C- MADE AS ILEO 111;1101-11. ATTACII 111111 Ifill IJAILQ 11 4" O.C. DNACING IIATEIIIAL 16 UE SUPI'I.10 0Y EIIECTI(1N C011111Ar.T011. 1X4 'L" 1311ACE, SAIIE GnADE AS IIEO IICIlOEn. ATTACII 111111 Will HAMS 0 6' O.C. 011ACING IIATMIAL TO HE 5111"I'LIEU BY EIIECTIOIJ COIIIOACTUII. 2X4 'L" n1IAM. SAIIE GnADE AS ILEO IIEI•IOEn. ATTACII IIITII (fid HAILS 04' (H 111JACII40 IIATERIAL TO HE SUPPLIED nY EIIECTIOpI Coll 11ACT011. 6CAO DIIACE SAIIE SIZE, GRADE AND LEIIGTII A9 NEO IIE110C•Il. ATTACII IIITII 1141 HAILS 0 4` O.C. DIIACING IIA1L•IIIAL 11) DC SIII11'L1C11 OY EIIECTI01.1 CONTRACTOII. ' LILPJIJL m �Io o t= o O o �Q G In G7 3 C7 O C7 t� C7 t7-7 q Ca UALPIII•� o 1=3 1111#55 0 0.1 G O 9=1 O 1=1 SEE 01TIG111A1. OEUIGII Me Pf1DPVII 110411IS10117 Hit 11G1,411116 rr11oc11. 11C. OIL "of &.11CCrnb1011 IDD IW 1#1/101101 111,1.1 fill$ Yu111110 Ilial V(tlrfell fill). tri 11u miLm 111+ufi11 Iw 10016 IIIcuutlllu[t mill mao of Ire. Il/lll IPACCIIIM IN 1101 Of 1X.1 $lti. 11111. .It11110 11141 1111 Ill 1 14111 11 IOII1, 111111oolmlel 11 Ilii IIOI Q' MISS 44 11111► 0111MIIl 1011111 941 1141 0111941 111111111 niticlYll 111 P111Yu1 Ila 16$ I II.11.1. 411111,11 111,11!1,0/' 11-1141 rhlh ICW t 11101111116 0l 10$ 11PI. 111 11111/9r•1 is it 01 1.11 MI IUq 1111#11 l0 1#1 Wr"Al "'I'll. Plot 14 It. 110 1#111 1-1 11 1/Ilio YI011 111 AW IfiIA M. %•Ir fi111i fllii IN1 1;1.;;11-•lii'1 Illiialf al {'iAlll'IIWG14'n►u 10101111 ufir.,1/ 1111 p��"- `r!F I/ W1u 1'G. 14Ic1IYII I+tl 1� �, (` plcl•n. It( 1110.11 91 Irl. III. fid$ 0111$61 101 )71111t114 IrlCllt 111/1$ffil UPACIIA P( c P. tu11r'K111$. Illll$ 011110111 1101C►110. lot 1 T - P410 11011 It I/luui111r11m /1111Irl"s 1!1,:�g17Q16 11 111111111 rllYocu Pt111U141 611111141 111.,( I,P 45011 $fill roollat.1 AI1111(01-1610"111111 ^ 111 1trfi11 Ito111M 110111 IM1111 lal rout' 9-191111 101110.111111. 11111111/ / VIVI of 11111 1(1141 11111( louts 11IC11dI111111Y.C10r. '•rorcp w;;a it iilailw lig/ fin ill�:i i0;i_ QV 11.1 'L1I�e1�• � n. lull TC LL 30.0 PSF f1[f11!19a-=J??23_ y I TG OL 15.0 PrF_93 ViG; pr. NL 61 P9F 1!119 CI Ili] A. 0C LL . 0 PGF =! I!! f llUj1/ IOT-1.11. 5A . 0 Il iF 01II1,fAf,. � , f TRUSS BRACING/BLOCKING DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IMM BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTTNUCUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1 (N) HEIGHT OF TRUSS AT SUPPORT. n (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE HAY BE LOCATED ON EITIIER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. 6 - APPROX. 45' I1 NG SECTION S -S (T) -"TRUSSES (P) SHEATHING APPLIED TO TOP CIiORD. ~ TRUSS (M) IF TRUSS HEIGHT AT SU.°PORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM CHORD OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI -95 STD 18.203 CA - 1 R - O Q O '•YARNING•• TRBSS(S AEOVINE tim"I CAN( 11 FABRICATION. HANDLING. SNIPPING. INSTALLING AND O 11f111Y1(.NSO]ND!OROF10 OA.(HSUIIENF00,SIAUING NAo13o•.AND 111 BRAf])1/).PUBLISKID FOR 'AF(ITYPAACIIC(S(TRUSS P0104PLATE 10 Q�OtESS10 Fy TC LL REF R 4 2 7 ►[Hroanuc Iwlst Fulcnols. untsS otw(a,ISI INDICATED, l0► CHORD $NALL HAVE PROPERLY ATTACHED 4� C TC DL DATE 1/12/94 Q O SIRVCIUAAL PANELS. BOTTOM CHORD SMALL NAY( A PROPERLY ATIACNID RIGID CI(IING. B C D L ( L ) ••I MPORIAN I•• FURNISH A COPY OF 1Mlf DESIGN 10 TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED y Q , T ^ ^ Q II Of1YCif. IK. fNAll 101 It R[SPONSIBIE FOR ANY 0(TIA110N FROM THIS DESIGN: ANY FAILURE 10 C7 Z�TRUSS ILY111\`I'(1�i' IYIIO IN( IA Vf SIf 11 COIF ORMAIL( NITM 111: OR FABRICAIIMG. MANGLING. SNIPPING. IaS1AL(A110M OR pWC �� yy LL BRACING OF IAUSSES. IRIS DESIGN CONT DBMS WITH APPLICABLE PROVISIONS OF NDS (MATIDIAt DESIGN SPICIFICATION FUSLISN(O IT IN[ AMERICAN FOAISI AND PAPER ASSOCIATION) AND IPI. ALPINE * e TOT LD. DRW 3,048,634 CONN(IACK C IONS AI( MAO( OF TOGA AfIM A(S] GRII GAIJ. fi((l. IFC(►I AS WI(DA►►IT CDMYICTONf 10 CIII ORANIMGS(1]0,11SOfANDN1E0NA`Ff OAN((NOINIII`flf(AINONHIN1fEST DRAYIRG A►/ll[fLOML YSECTORS IN(IO(f10N 'rl.Irf OF C�\\E� D U R .FAC . CA -ENG / CWC 0 of TN( TRUSS DIPICI(D BINE AND SMAII Not Of RIu(o UPON 11 ANY OIN1A NAY. SPACING SEE ABOVE KDKAL-RUSS COLLAR / KOKAL - [SGE] T1 (OTC TOP CHORD 2x4 DF -L #1 80T CHORD 2x4 DF -L-#1 WEBS 20 DF -L Standard -LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.- w (NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT rn 24" OUTLOOKER5 AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR 00123 FOR GABLE REQUIREMENTS. zK) 2x4 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. N W1.5X4 III E� 5 A W2.5X4 �(K a W3X6 10 W3X4 o A w T Fw 0-_1�0 4 W1.5X4 01 z 3 W5X4 c5 w W1.5X4 m W Z a I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU Of RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC & BC ® 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 - W1.5X4 11 � 5 (K�W2.5X4 0 W21A, W3X4 0 W1.5X4 III 3 W3X8 W5X4 f W1.5X4 10 5-1-0 5-1-0 1 3 8 7-7-0 1-3-8� 10-2-0 Over 2 Supports w R-727 W-3.5" R-727 W-3.5' C=- 0 0 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18. I ••WARNING'• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING. SNIPPING. INSTALLING AND CT BRACING. RE►Et TO HID -91 (HANDLING II STALLING AND SAACINS). PUILISNED BY TPI (TRUSS PLATE CT IISIITUif. G0S D'010FR10 Dw.. SUITE I00. MADISON. WI S]TI9). FOR SAF ETT ►RACTI CES P0.100. TO 07 1E0.FORMII6 TB[SE fUNCT10NS. UNLESS OTNERNISE INDICATED. TOP CH00.D SNAIL HAT[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 .--. .'IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE IRSTALLATIOY CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPCI ID LE FOR ANY DEVIATION PROM THIS DESIGN: ANY FAILURE TO Of IDS ALPINE BUILD THE TRNSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPFINO. INSTALLING AND A L P ( + N E SPEC IFI CAT IOIBRACING 01 7UPUBLISHED BYSINESIGN AMERICANOFOREST ARD PAPER ASSOCIATION)MS WITH APPLICABLESAND TPI. (NATIONAL DES]GN 'Z CONREC70ti ARE MADE OF 20GA AfTN AGft 6R 40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 6• EACH FACE OF TRUSS. AAD UNLESS OTIERWISE LOCATED 01 TN If DESIGN. PCs CONRECTpRS PE0. ti DRAWINGS 160 A.I. THE SEAR OR THIS DARNING INDICATE ACCEPTANCE Of IROf[Sf10NAl ENGINEERING �f,,1sEp��,�,��, RESIONSIIILITV SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE 01 THIS A ��"6""^""' CONP01I1T FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Swmb mlcti CA 9518 ARSIITPT I.ID95 SECTION 2. T i 2-11-11 -T- 0-10-4 0-10-4 .1 +9-3-0 LS O d E MU Vn 2c4 CA - 1 - - - F FEi�fp, ►M. 99 G3�5 TC LL TC DL BC DL BC LL TOT.LD. 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF DUR.FAC. 1.25 SPACING 24.0' Scale —.375' Ft. REF R427--59346 DATE 01/11/99 DR W CAUSR427 99011020 CA -ENG AEB/CWC ' SEAN - 43693 FROM KD . (KOKAL-BUSS COLLAR / KOKAL - T2 COFF' TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 'a WEBS 2x4 DF -L Standard cr-A _:'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3: • I . ca a W2. 5X4 5 r— H W2.5X4 0 ' A O ' a T 0-10-1 W5X4 w J 3 a w- z W1.5X4 W z �f 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0'24.00. OC 8 BC @ 72.00" OC. DEFLECTION 11EETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X48 W2.5X4 8 1 5 3-9-7 W2.5X4 e W3X8 W5 0-10-1 X4 3 L— +8-9-0 W1.5X4 N w �2-0-D--J ' ��2-0-0-� 7 rs. 7-1-0 -1-0 ._T 3-3-8 1 7-7-0 3-3-8 Q J 14-2-0 Over 2 Supports R-579 W-3.5' R-580 W�3.S" Qom.. rn L." M PLT TTP. Wave TPI -95 Desi n Criteria: TPI(S1 ••YAR11111 TNUSSES REQUIRE EXTREME URE 1N FARRICATIOR. RAN DL 111G. SNIPPING. INSTALLING AND 61ACIR6. REFER TQ 1116.91 (HANDLING INSTALLING AND GRACING). PUBLISHED SHED BY TPI (TRUSS PLATE INSTITUTE. SOS D* &I* OR.. SUITE Y00. MADISON. YI 53119). FOR SAFETY PRACTICES FRIOR TD PI9FORMING THESE FURCTIONS. UNLESS OTNERNISE IROICATED. TOP CHORD SHALL RAVE PROPERLY ATTACHED STR9CTURAL PANILS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••INPORTANT•• FURBISH A COPY OF TNIS DESIGN TO THE IISTALLATI01 CONTRACTOR. ALPINE ENGINEERED Pl000tT3. INC. StlAll NOT BE RESPORSIBLI FOR ANY DEVIATION FR 11 TNIS DESIGN{ ANY FAILURE TO 6N ILD THE TROSSES ER COR►ORMANCE WITtl TPI: OR /AGRItATYN6. HANDLING, SNIPPIP6, INSTALLING AYD GN CO ALPINE elitINS of SPECIFICATIONUPOOLISNED BYSTHES1AMERICANO GtEST AND PAPER To AS BASSOCIATION) Lf SAND TPI. Of' 005 (RALPINEL DESIGN CONNECTORS ARE NAGE OF YOGA ASTR A65I 60.40 GALT. STEEL. EXCIPT AS NOTED. APPLY CONNECTORS TO EACH FACE OP TRUSS. AND UNLESS OTIERVISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL 01 TRIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �5�,,,� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE 0► THIS S-'� 91 � �" COMPONENT FOR ANY PARTICULAR BOILDING IS THE RESPONSIBILITY OF THE BUILD196 DESIGNER, PER ANSI/TPI 1.1995 SECTION Y. 18.2c4 CA - 1 - - F E TC LL 16.0 PSF TC DL 10.0 PSF 1 Scale —.375" Ft. REF R427--59344 DATE 01/11/99 DRW CAUSR427 99011011 CA -ENG AEB/CWC SEAN - 43679 FROM KD 99 * BC DL BC LL TOT.LD. 7.0 0.0 33.0 PSF PSF PSF DUR.FAC. 1.25 SPACING 24.0° Scale —.375" Ft. REF R427--59344 DATE 01/11/99 DRW CAUSR427 99011011 CA -ENG AEB/CWC SEAN - 43679 FROM KD (KOKAL-RUSS COLLAR / KOKAL - T3 COFF) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L'#1 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO WEBS 2x4 DF -L Standard BRACE TC ®'24.00" oc 8 BC ® 72.00. OC. • �'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I rn ca <s• C=; z W4X4 a W2.5X4 ® >W25X4 j 5 r -' S 4-3-7 A PM 111 O a c`• W5X4 Ts W3X8 W5X4 Q 3 ,_ 0-6-1 3 0-6-1-3-0 C--3 W2. 4(Al) a W2.5X4(A1) C-1 z WJUffE mumff, W lex-o-o;a.1 (c2 -o -o3) o� 5-3-8 9-1-0 7-7-0 9-1-0 5-3-8 f W� ILDING DEPARTME d 18-2-0 Over 2 Supports ` R-712 N-3.5' R-712 W-3.5• ,riuvED � A rn trP c'' PLT TYP. Wave TPI -95 � Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale -.25'/Ft. ••YARNIWG-- TRUSSES REQUIRE EITREHE CAEE 1N FABRICATION, HANDLING, SMI►TING, INSTULIN9 A10 c��,1A•-' TC LL 16.0 PSF REF R427--59341 CT ORACIRB. REFER TO 010.91 (BAN LING INSTALLING ASO BRACING). PUBLISHED BY TPI (TRUSS PLATE ` Y INSTITUTE, SB1 D'OROFRIO OR.. SY1TE 200. HADISON. YI 57719). FOE. SAFETY PRACTICES f1I01 TO '�+(C CT fE1f01MIR8 THESE FUNCTIONS. UNtESi OTHERWISE INOIGTED. TOP CHORD SHALL HAVE PROP[ILT ATTACHED *• C6_ TC DL 1U,0 PSF DATE U1/11 /99 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 11910 CEILING, f�0 8C DL 7.0 PSF- DRW CAUSR421 99011010 •-IKPORTAHT•• rumiSN A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6IN[ERFD 99 rlooxcrs. SS GOT BE RESPONSIBLE FOR ANY DEVIATION T10H THIS Oist60; AYY FAILURE To B C L L 0.0 PSF CA -ENG AEB /CWC BUILD THE INC.INC.STRUSS[S !R Co FORKANCE HIEN TPI: OR FABRICA71N0• NAROLING. SKIPPING, INSTALlI . AI® 5 NO A L P I N E SrEC1F1Cft ATlONU1UNL15N[0 NYSSM TTN[STAR[RICAN fOR[STGN CONFOIHS TAND PAPER ASSOCI ATIDY)H APPLICABLE SAlto TOF PI. (NAIPIYEL QES16H z CONNECTORS ARE UBLIBADE OF tbyA ASTM ROSS S FOSE L QALY. STEEL. EXCEPT As NOTED. APPLY CONNECTORS TO * TOT. L0. 33.0 PSF SEON - 43676 EACH S PER DAAYIkGS 1OF ISM. 60 A-1. AND UNLESS THE SEAL ONTTHISIRVIIDRAWINGTINDICATESall SAC" PTANCE OfTPROFESSIONALION RENGINEERING C DUR . FAC . 1 . 2 5 FROM K D RESPONSIBILITY SOLELY FDR THE TRUSS CORPONENT DESIGN SHOWY. THE SUITABILITY AND USE Of THIS Q� SPACING 24.00 Alpine EOpnDaed P10 Ll B•LOG COMONERT FOR ANY PARTICULAR SUILDIRG IS THE RESPONSIBILITY OF THE BUILDING DESI6RER, PER SAcrin nto.E:A9 ww MSI/TPI 1•I99S SECTION 2. 1I16VAI -RUSS COLLAR / KOKAL - T4 COFF TOP CHORD 2x4 OF -L #1 :172 2x6 DF -L SS: BOT CHORD 20 OF -L,#1 En WEBS 2x4 DF -L Standard 1-1 Lf., w LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3: (NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT CT 24. OUTLOOKERs AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. 0 z U A Q a c1.. A w rx C-1.1 W3Xb(A1) 9 fs] z z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULAILD.UT INU» rADKIL,A1vn---- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION 1S 0.19' DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC S BC ® 12.00. OC. ' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 - L.2 -o -oat W3XB(01) '� Ty I6-6-15 4-5-0 -3-0 W2.5X4 ft z 14-11-12 5-2-4 -tea 6-3-8 . 7-7-0 6-3-8 �— 20-2-D Over 2 Supports j R-976 W-3.5' R-1335 W-3.5" w C=> Note: All Plates Are W1.5X4 Except As Shown. d' PLT TVP. Wave TPI-95Desi n Criteria: TPI S1 ' ••YARHIMG•• TRUSSES MOLKE ESTNENE CARE IN FABRICATION, NANDLIR6. SMIPDI NG,, INSTALLING AND [T mcm. REFER TO N15.91 (HAIDLIRD INSTALLINS AND BRACING), PUBLISHED BT T►1 (TRUSS PLATE CT LOST ITOTE. $BS D'OHGfR10 OR.. SOITE 100. MADISON, YI SS)19). ►01 SAFETT It CIS PRIOR TO CO PERFORNINC THESE FURCTIORI. Of LESS OTHERWISE IRDICATE*. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ^" --IMPORTANT`- FUANISY A COPY 01 THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, URC. SHALL NOT BE RESPONSIBLE IDR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ^" BUILD THE TRUSSES 11 CONFORNAICE WITH TPI: 01 FABRICATING. HANDLING, SNIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. TNIS DESIGR CONFORMS PITY APPLICABLE PROVISIONS Of YDS (NATIONAL DESIGN x SPECIFICATION PWLIfN[D YT TYE AVER ICAN FOR [Si At0 PAPER ASSOCIAT101) AND TPI. ALPINE Q CCU ECTORS ARE NADE OF 106A AST" A653 GR40 GAL►. STLEL, ESCEPT AS NOTE*. APPLY CONNECTORS TO EACH FACE Of iRUS1. AID IYLESS OTHERWISE LOCATED ON TNIS BE 10. POSITION CA 'TORS PER CRAVINGS 160 A -I. THE SEAL ON THE OR AYING ItDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING, PID&3Cb�Inc 1ESPON5151 LITT SOLELY FOR THE TRUSS COMPONENT DESIGN SMOUN. THE SUITABILITY IGO USE OF THIS P ID, CA 95828 CONP0RENT FOR MY PARTIUM BUILDING IS THE RE SPOYSIBIUTi Of TIE BOILOINS DESIGNER, P[A SaoAYSI/T►I 1-1995 SECTIOI t. '99 F TTE COMWlY ROILDiNG" dEPA Til E TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0' Scale-.25M/Ft. REF R427--59347 DATE 01/11/99 DR W CAUSR427 99011024 CA -ENG AEB/CWC SEON - 31430 FROM KD kOKAL-RUSS COLLAR / KOKAL - T5 COF (TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 cic� WEBS 2x4 DF -L Standard ZZ cn .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3: I1. (DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. rn co r E~ v A d tx A3+ A . F-3 C:14 w W3X6(A1) w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4 (R) a U1 RY4 m r, z w Lz-o-D.,I �5 iX4 11 6-7-13 4-5-14 9-3-0 Ift n5-2-4 14-11-12 Q 6-3-8 1 7-7-0 6-3-8 20-2-0.Over 2 Supports j R-648 W-3.5' 1 R-795 W=3.5' 0 0 PLT TVP. Have TPI - 95 Design Criteria: TPI STD 18.2c4 ••WRNING•• TROSSES 11101111 EITRENE CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TO HtB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE E95t CT rn ppACING. RIFER IMSTTTUTE. SBO D'ONOF0.10 DR.. SUITE 200. MADISON, NS TED.EG11D). 100. SAFETY P0.ACT[C!S ►AIOp TO TOP CHORD ACEILLNG-LL HAVE "ROPEIIY ATTACHED SCHORD E$HALLSS HSA STRUCTURAL ►ANELS'UBOTTOM NAVE PROPERLY ATTACHED RIGID COPY OF TIIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED 99 ' ..IMPORTANT" FURNISH A PRODUCTS, IBC. SHALL NOT BE 0.[5►0151DL[ ►O0. MY DEVIATION FROM INIS DESIGN: A" FAILUAl TO C01FO0.MANC9 Y1TN TPI: 011 FABRICAT IMG. HANDLING, SH1PP(IG. INSTALLING AND ^' BUILD TME TIUSSES 14 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISTONS OF NDS (NATIONAL DESIGN AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'Z. SPLC "IC CONNECTORS ABE MADE OF 206A ASTM ABSS GR40 QALY. STEEL, EICEPT AS NOTED. AFPLY CONNECTORS TO 6 •---a F TRUSS. AND UBLISS OTHERWISE LOCATED ORTe. THIS 111160, "0517,101 COYIECT00.2 PE0. EACH FACE OAING RESPONSIBILITY SOLELYDRAWINGS 0 A- .7FORST E TRUSS( COMPONENT DESIGNTSHOWN. "TATHE SU17ABILITYON GI AID USE OFTHISQ AlpiwSBQ� CAPFOR ANY CLAI BWILDIIG IS THE RESPONSIBILITY OF THE BU ILDIp6 OESIGHER. PER CA 1T►11ID95 SECTIOMi RUILDING3 DEPARTMEN' CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 h• - —_79;0 REF R427--59348 DATE 01/11/99 DRW CAUSR427 99011012 CA -ENG AEB/CWC SEON - 43711 FROM KD K&AL-RUSS COLLAR / KOKAL - T6 SPEC COFF) TOP CHORD 20 OF -L #1 BOT CHORD 20 DFL,#1 WEBS 20 DF -L Standard :W6 2x4 DF -L #1: N _•LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3: 11 LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO rn RACE TC 0 24.00. OC 8 BC 0 72.00' OC. co H V A O a cam, A w w W31b(Al) W - w z THIS OWG PREPARED FROMCOMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. . CALCULATED HORIZONTAL DEFLECTION IS 0.16• DUE TO LIVE LOAD AND 0.17' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4(R) U W1.5X4 .5X4 UI I. 4-7-0 9-3-0 8-3-0 W4X4 8 W2.5X4 a W1.5X4 w l42 • o -awl z 14-11-12 7_ _ d 6-3-8 1 7-7-0 6-0-0 z 3•a. I 22-2-0 Over 2 Supports I R-860 W-3.5" Rm715 v 7-6-15 .. mm"' ti IL INK -2% ®EPAR'Tk4EN 6 � D CA/ -/1/ TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale—.25"/Ft. REF R427--59349 DATE 01/11/99 ORW CAUSR427 99011013 CA -ENG AE8/CWC SEQN - 43726 FROM KD a w 0 Criteria: TPI STD Desi 'be 18.2c4 PLT TYP. Wave TPI -95 n IN INSTALLING AMD •HARMING•• TRUSSES RECUT R[ LITHERE CARE IN FABRiCAT10N. NAIOLIN6. PUBLISHED Of TPI (TRUSS PLAT[ E OSI BRACING. REFER TO 018.91 1HA11DLING, INSTALLING AND BRACING). INSTITbi [. SDS D'OHOfN10 OR., SUITE 200. MADISOI, HES3T10). FDA SAFETY IRACTTCES PI101 TO TOP CHORD SHALL HAVE PROPERLY A7TAC0ED �• PEIFOIHiIN TM ESE FUNCTIONS. NIL ESS OTHERWISE INDICATED, � STRUCTURAL PANELS. BOTTOM CRORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INSTALLATION 000TRACTOR. ALPINE ENGINEERED ,99 -� 'IMPORTANP• FU0.liSH A COPT Of TH13 DESIGN TO TIE SHALL IOT BE RESPONSIBLE FOR AST DEVIATION FROM THIS DESIGN; ANY FAILDIE TO S —.--, pR000CIS. INC. OUIID THE TRUSSES IN CONFORMANCE WITO TRI; OR fABIICATlML, HARDLING. SHIPPING, INSTALLING, AND L P I N E BN ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROFIS10NS OF 005 (NATIONAL DESIGN II AND PAPER ASSOCIATION) ARO TPI. ALPINE ' Z SPECIFICATION PUB13SUEO OR THE AMERICAN FORT STEEL. EICEPT AS NOTED. APPLY CONNIC102S TO Q CONI[CTORS ARL FADE OF 200A ASTM A653 GNAO GARY. FACE OF TRUSS. A00 OHLESS OTHERSIS( IOCATFD Otl THIS DES16l. POSITI DI CORRECTORS PEl /L AlPme ED 1'TE go,CA 95828 EACM DRAWINGS 160 A•1. THE SEAL OI THIS DRAWING INDICATES ACCEPTANCE OF PROFESS IDOAI E1011EE0.106 RESPONSIBILITY SOL ILY FOR THE TRUSSCOM)OREAT DESIGN SRO". THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUIL0Is6 IS THE RESPONSIBILITY OF THE BUILDING OESIGIER. PER AISIlTP1 1.1995 SECTION L. v 7-6-15 .. mm"' ti IL INK -2% ®EPAR'Tk4EN 6 � D CA/ -/1/ TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale—.25"/Ft. REF R427--59349 DATE 01/11/99 ORW CAUSR427 99011013 CA -ENG AE8/CWC SEQN - 43726 FROM KD a -RUSS COLLAR / KOKAL - T7 GI ITOP CHORD 2x4 DF -L #1 <30T CWWEBS 2x4 OF -L Standard :W8 F :W82x4 DF -L $1: t2 a 4DDITIONAL LOADS (LUMBER OUR.FAC.=1.25 I PLATE DUR.FAC.-1.25) LBC - 160 LB Conc. Load at 1.87 rn BC - 160 LB Conc. Load at 3.87 � BC - 160 LB Conc. Load at 5.87 -I'BC - 160 LB Conc. Load at 7.87 o BC - 160 LB Conc. Load at 9.87 BC - 160 LB Cont. Load at 11.87 8C - 160 LB Conc. Load at 13.87 BC - 160 LB Conc. Load at 15.87 BC - 690 LB Conc. Load at 17.87 BC - '690 LB Conc. Load at 19.87 W4X4 ia 5 r- W5X40 V 0 4-8-7 a It cam, ca w Ix z W2X4 w W3X10 n W4X1 60# 6( (C)�(C 160# (C) (C C-:3 2 .,- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY -TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & 8C @ 72.00` OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHHORD: (H)SIMPSON THA29. (C)SIMPSON LU24. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. 6-10-12 I 14-11-12 ,) 7-6-15 1-4-1 _L Ah R -o -O .5X4 M d J 21-10-8 Over 2 Supports ) R-1672 R-2432 Wm3.5' 93. 0 -r TYP. Wave TPI- rn QA rn , ALPINE Atpin°SNa CA 9Pc9 g�Se, Ine Criteria: TPI •YARNING" TRUSSES REQUIRE EXTREME CAPE a PAUNICA11UA. BRACI N6. REFER TO NIP -91 (HANDLING INSTALLING AND PLACING). POSIISHED BY TPI (TIOSS PLATE INST LTUTC. SBS 0'010/110 DR.. SUITE 100. NADIfOS. YI 57719), FOR SAFETY PNAC71CtS PRIOR TO P[IFORMING TRE3E FNICTIONt. UNLESS OTNERNISE INDICATED, TOP Ctl00.D SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , •INP00.TAl1T•' fI1tU Stl A COPY 0i TY1S DES16N TO THE INSTALLATION CONTRACTOR. ALPINE INGIIEERED Pl000CT3, TMC. SMALL NOT BE RESPONSIBLE FOR ANY DETIATION F0.0R THIS DESIGN: ANT fAilONE TO BUILD THE TRUSSES IN CONFORMANCE NITY TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND PR ACING OF TRUSSES. THIS DESIGN COIFOIMS HIT" APPLICABLE PROVISIONS OF YDS (RATIONAL DESIGN SPECIFICATION POOLISNIO BY THE AMERICAN FOREST MO ►APER ASSOCIATION) AND,7P1. ALPINE CONVECTORS ARE N►DE OF TOGA ASTM A653 6110 BUT. STEEL. EXCEPT AS RDTEO. APPLY CONNECTORS TO EACH FACE 0► TRESS, AND UNLESS OTtl[RYISI LOCATED ON THIS DESIGN, POSITION CONRECTOAS PER DRAPINGS 160 A -I. THE SEAL 01 THIS DRANIR6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRNSS COMPONENT OE5165 SHOW TME SUITABILITY AND OSE OF THIS COMPONENT FOR ANY PARTICULAR BU7LOIN6 IS FNE RESPONSIBIIITT Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1996 SECTION 1. 18.2c4 FE I w TC c; ck1%, �V- \ CA - 1 - - F Scale -.25" Ft. TC LL 16.0 PSF REF R427--59357 TC DL 10.0 PSF DATE 01/11/99 BC DL 7.0 PSF DRW CAUSR427 99011022 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 33.0 PSF SEAN - 43770 DUR.FAC. 1.25• FROM KD SPACING 24.0° kOKAL-RUSS COLLAR / KOKAL - (SGE T8 (DTC) MONO) 'TOP CHORD 2x4 OF -L #1 ,.,,SOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard :W2, W4 2x4 DF -L #1: cn .PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT rn 24. OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. o (K) 2x4 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 2400C. THROUGHOUT PLUS HEEL PLATES AS SHOWN. H v A O a Fs-. A 1-0-4 w � a w w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. wr.onw o d 9-9-8 Over 2 Supports 301 J R-702 W-3.5' R-747 W-3.5* 11. 0 Note: All Plates Are W1.5X4 Except As Shown. Design Criteria: TPI PLT TYP. Wave TPI -95 ,o� -WARN IND•• TRussea RLu %s c 07 auxins. REFIR TO BIB•01 (HARDLING INSTALLING ARO BRACING), PUBLISX[0 OY TII (TRUSS PLATE CT INSTITUTE. 563 O'OROFAIO DR.. SORT[ t00. MADISON. NI Sm;). FOR SAFETY PRACTICES PRIOR TO CT PERFORMING THESE /UNCTIOas. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED � STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. •'IMPORTANT** FURBISH A COPY Of TB13 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. RIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUllll TSI TRUSSES IN CONFOIIIAICE WITH TPI; Olt FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF I OSSIS. THIS DESIGN CONFORMS WITH APPLICAOLE PROVISIONS Of MOS (NATIONAL OE5166 ALPINE ,z- SPECIFICATION PUBLISHED BY TNI AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. Q CONNECTORS ARE MADE OF 206A ASTM A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ti EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OB 111$ DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A•1. THE SEAL ON TOTS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIBEER(IG e1w � RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TM1S $p®mmlglA 95828 COMPONENT FOR ANY PLRTICULAI BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIETPI 1.1595 SECTION 2. �18�.2__c._4_� �iEsi/70�� ,99• 013845 tea women ,.> A P Lau V Ph ED LA/ -/1/-/-/-/r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD.' 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale—.375'/Ft. REF R427--59358 DATE 01/11/99 DR W CAUSR427 99011023 CA -ENG AEB/CWC SEAN - 43777 FROM KD UKAL-BUSS COLLAR / KOKAL - T9 TOP CHORD 2x4 DF -L1 ESOT CHIRn 2X4 OF -L 1 WEBS 20 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o-. (LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. rn ca 0 W4X4 T3 W3X4e t.� C-- 6-9-6 L� 0 a w Pa zea rx w J W1 • Jn-• � ••"••� - Nr .7AY •� C•> z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C-1 ) m z a, 2-10-6 18-4-0 a --I 21-2-6 Over 2 Supports— R-709 Wa3.5' R-690 9�. 0 -d. I-9 �8-0-0 WILDING ®EPARTMEW 5 Design Criteria: TPI STD 18.2c4 CA/ -/I/-/ - /-/F Scale -.25' Ft. -WARNIRG" TRUSSES 40MIRE EITREME CANE IN FABRICATION. HANDLING. SHIIPTNG. INSTALLING ANO c TC LL 16.0 PSF REF R427--59356 BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING) - PUBLISHED BY T11 (TRESS PLATE f TC D L 10.0 PSF DATE 01/11/99 INSTITUTE. 593 D'ONDiR10 OR.. S9IlE [00. MADISON. NI S3Y19). FOR SAFETY PRACTICES PRIOR i0 PER►ORMING TNESI FOMCTIONS, UNLESS OTMIANICE INDICATED. TOP [MORD SNAIL NAVE PROIENII ATTACHED �.�. STRUCTURAL PANELS, BOTTOM CHORD SMALL GAVE A PROPERLY ATTACHED RIGID CEILING. .IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED X99 BC DL 7.0 PSF DRW CAUSR427 99011019 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION IRON THIS DESIGN; ANY FAILURE TO C4W BC LL 0.0 PSF CA -ENG AEB/CWC BUILD THE TRBSStS 11 CONFORMANCE NITN TPI; OR FADRICATING, HANDLING, SNIFFING, INSTALLING AND+•5 BRACING OF TINSSCS. THIS OESI9I COIFOIMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN NN�� SPECIFICATION PURER SHE BY THE MINICAR FOREST AND PAPER ASSOCIATION) AND T►l. ALPINE "�- CONNECTORS ARE MADE OF FOGA ASTM ASS) GRAD GALV- STEEL, EICIPT AS NOTED. APPLY CONNECTORS TO * * TOT. L D . 3 3 . 0 PSF S E QN - 43763 EACHFACE OF TRUSS. AND UNLESS OTIERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D UR . FAC . 1.25 . FROM KD RESPONSIBILITY SOLELYGS 160 A-1-YFOR IN[ TR SSSEAL 01INT CONPOYEDESIGNDRAWINGTES SHOWN. THE SUITABILITYACCEPTANCE orONAL AND USE IOFETOTS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 N ANSIITPI 1.1995 SECTION E. -D11« em 1 AR i IfnVAI - T10 SP (TOP CHORD 2x4 DF -L #1 cn OT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard .LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3,. CX4 - ILEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. rn ;HIM ALL SUPPORTS SOLID TO BEARING. • o z W4X4 ,m w2.5X4 e — 7-11-11 6-9-6 cn U A O a Pr A_ C24 W1.5X4 m 113AVI= W5X4a . w z -z w w 10-4-2 '�-5-4-0.4-0 z 2-10-6 13-0-0 10-5-13 1 5-4-9 �-- 21-2-6 Over 3 Supports j i R-159 R-1058 W-3.5" R-315 N-3.5" w 0 -� PLT TYP. Wave TPI -95 Design THIS OMG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. . IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @.24.00" OC 6 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. I rn CT [77 z ALPINE Q .-� AI0°E98 Oc�m e P 9 ira STD BRAC1t8. REFER TO NIB•91 (NANOLI16 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �pf6id(IIIi IASTITUTE, SB1 D'OROF410 OR., fU1TE I00, MDISON, Y1 SS119), FOG SUETY PRACTICES ►N I0t TO ICIfOtMlR6 THESC IUNCTIOIL. BNLESS OTHERWISE IIDTCATEO, TOP CHORD SNAIL NAPE PROPERLY ATTACM[D STRNCTYAAL PANELS, BOTTOM C8010 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PR UCTSA INC. SMALL 110TABEAIESPONSIBIf iORPT OF THIS GNAIY THE DEYI ATIQMLf40NRTtl ISTDESIGN: �AIYNEf At LUNEITOD ,99 ..1L.TNI TRUSSES 11 CONFORMANCE WITH TPI; ON FABRICATING. IAIDLIIG. SNIPPING. 1NSTALLIIG AND 043815 BRACING 0► TRUSSES. THIS DESIGN C01f0IMi 11M APPLICABLE P10Y ILIO NS OF NDS (NATIONAL DES 161 p, SPECIFICATION PNBIISNED BY TIE AMERICAN /GRIST AND PAPER ASSOCIATION) AND TPI. ALPINE CONXICTORS ARE MADE OF JOG& ASTM A655 BRIO GALT. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DISKS. POSITION CONNECTORS PER DRAYIXGS 160 A•I.. THE SEAL ON THIS DAMNS INDICATES ACCEPTANCE OF PROFESSIONAL CNGINEER/NG RESPONSIBILITY SOLELY IDA THE TRUSS COM►OtINT DESIGN SHOWN. THE SUITABILITY AND USE Of TOTS COMPONENT FOR All PARTICOLAR BUILDING IS TIE SESPONS181LITY Of THE BUILDING DESIGNER. PERC ANSI/TFI 1.1995 SECTION 1. � 10 -T - -0-4 0-3-13 T7 E CO UNI f DEPART MEW 0 VP CA - 1 - - - F Scale –.25' Ft. TC LL 16.0 PSF REF R427--59355 TC OL 10.0 PSF DATE 01/11/99 8C DL 7.0 PSF DRW CAUSR427 99DII018 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 33.0 PSF SEQN - 43760 DUR.FAC. 1.25 FROM KD SPACING 24.0' (L;OKAL-RUSS COLLAR KOKAL - T11 SPEC GI TOP CHORD 2x4 DF -L #1 BOT CHORD 2xB OF -L #1 :B2 2x8 DF -L SS: :B3 2x4 DF -L #1: Ca WEBS 2x4 DF -L Standard :W2. W8 2x4.DF-L #1: LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3._ as. IRECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE rnIOTTOM CHORD: SIMPSON THA29. SEE CATALOG C-96. CCD -'1DDITIONAL LOADS o ------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) �dC - 720 LB Conc. Load at 5.86 BC - 720 LB Conc. Load at 7.86 BC - 720 LB Conc. Load at 9.86 BC - 720 LB Conc. Load at 11.86 BC - 720 LB Conc. Load at 13.86 BC - 1675 LB Conc. Load at 15.33 SHIM ALL SUPPORTS SOLID TO BEARING. w5X8 Irs W3X6,o W2.5X4 0 5 r E W6X8 0 o W4X6(AL) a x w W2 0-4-12 w5X8 e I C=3 W6X4 W W6X6 nW8X12 WSX6g THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131x3.0 -g -nails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 5.000' 1 12' 9 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC S BC 0 48.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6 e W2.5X4(Al) 0 W4A1L a WSX12(R) 0 C-0 20yo#120#120ff 21675# W W W W -12 -I �--5-3-151 �� Ci I l 20-9 , 13-0-1 18-2-6 25-9-14 5-4-9 -�l i UILDI�iG ®EPs vi - r' e ts. 0 TPI - C" rn 4LPINE Q7 - Alpine � od-4 i>tc. saa 36-6-6 Over 3 Supports - R -4569 W-3.5' R-2928 W-3.5_' R-301 W-3.5' Vy Design Criteria: TPI(ST -WARNIN6-- TRUSSES REQUIRE EXTREME CARE IR FABRICATION. NA1DL I.0. SHIPPING, INSTALLING AND BRACING. REFER TO OIB•91 (HANDLING I"STALLING AND BRACING). PUBLISHED BI 111 (TRUSS PLATE INSTITUTE, SBS D'OROFRIO DR., %U1TE TOO. MADISON, W1 S3119). FOR SAFETY PRACTICES PRIOR TO PfRfORR116 THESE FRICTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SIUII MAY[ /[OPENLY ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT'- FURNISH A COPT OF THIS DESIGN TO THE 1167ALLATI OR CONTRACTOR. ALPINE ENGINEERED PRODUCTS. 1IC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM iIIS DEV 16 4 : ANT FAILURE 10 BUILD THE TROfSFS to CDOF098ANCI NIT" TPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE AHEAICN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE COINECIORS ARE HAD[ OF FOGA ASTM NIS 0040 GAIV. STEEL. EtCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHER LOCATEO ON THIS DESIGN. POSITION CORRECTORS PEP ORANIR9f 160 I.E. THE SEAL OI THIS DILA INDICATES ACCEPTANCE OF PROFESSIONAL EBGI"E ENING RESPONSIBILITY SOLELY FOR TIE TRUSS COMPORENT DESIGN SHDWN. THE SUITABILITY AND USE Of TNIS COMPOSEYT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER A"SIITPI 1.1995 SECIIOI 1. 2C4 LA/ -/1/,/-/-/r iE TC LL 16.0 PSF .f TC OL 10.0 PSF 99 �, BC DL 7.0 PSF 5 BC LL 0.0 PSF * TOT.LD. 33.0 PSF DUR.FAC. 1.25 FC I SPACING 24.0" Scale -.1875"/Ft REF R427--59350 DATE 01/11/99 D RW CAUSR427 99011021 CA -ENG AEB/CWC SEAN - 43801 FROM KD (-,OKAL-RUSS COLLAR / KOKAL - 171 OHL. artL) TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard a PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. T SHIN ALL SUPPORTS SOLID TO BEARING. �r W5X6- W2.5X4 ,0 W2.5X4 0 W3X6 o S r 10 a W2.5X4 e a W3X8 Ea 0=4-12 J 12 W2.5X4(A1) a y W1.5X4 Y W6X6 0 W6X6-0 n cnnu PA —WD IL1D1117 71 AAnC A nf&i;:NCYDNCI SURNITTFO RV TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 s W2.5X4W�4 s W3X6 s �5 W6X6s W5X6. W5X6(R) 41 A W2.5X4(A1) 0 m �4-10-6 20-9-12 L-5-3-1515--) � 8-2-6 13-0-1 13-2-14 1-0 8-3-8 1 0 2.3-s 5-4-9 36-6-6 Over 3 Supports R-962 W-3.5' R-1265 W-3.5' R-296 W-3.5" p� t�I PLT EYP. Nave TPI -95 Design Criteria: TPI(STD 18.2c4 CA - 1 - - - F Scale —.1875"/Ft. •NANNING-- TRUSSES REQUIRE EITREME CAR[ IN FABRICATION. HANDLING. SNIPPING. INSTALLINS AND BRACIRA. REFER TO 810-91 (HANDLING INSTALLING AND 01AC)N6), PUBLISHED OT TPI (TRUSS PLATE EBi/q, TC L L 16.0 PSF REF R427--59351 T T T -' INSTITUTE. 553 O'DNDFRIO OR., SNITS 200, MADISON. Y1 $3719). fee SArt TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. OIL[$$ OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTNl1l PANELS. BOTTOM CNOLO SRAM NAPE A PROPENIT ATTACHED RIGID CEILING. •'IMPORTANT`- FURNISH A COPT Of THIS DESIGN TO THE LOST CONTRACTOR. ALPINE ENGINEERED 1. 99 TC OL BC DL 10.0 PSF 7.0 PSF DATE 01/11/99 DRW CAUSR427 99011014 ~ PROOOCTS. INC. SHALL 101 BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN: ANY FAILURE TO B11LD THE TRUSSES IN CONFORMAICE WITH T►1: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BC LL 0.0 PSF CA -ENG AE B / CHC ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIE AHERICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * * TOT. LD. 33.0 PSF SEON - 43742 Q CONNECTORS ARE MAD[ OF IOGA ASTM A663 GRAD OALY. STEEL, EIC[PT AS NOTED. APPLY CONNECTORS TO PER –� [ACM FAC[ Of TRUSS, AND MISS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS ONANINGS 150 A -I. TN( SEAL 01 THIS DRAWING INDICATES ACCEPTABCE OF fROFESSIOIAI ENGIN[[RII6 DUR.FAC. 1.25 FROM KD Y,,,,,' A+1�•� t[SPORSIBILITT SOLELY FOR THE TRUSS COMPONENT DES161 SHOWN. THE SUITABILITY AND USE OF THIS CDMPDREIT FOR AIT PARTICOLM BUILDING IS TIE R[SPONSSBIl1TV 0► TME BUILOINB DE5l6WER. P[t SPACING 24.00 Socrimcalk CA 95929 5�• ANSI/TPI 1-1995 SECTION 2. m SS COLLAR / KOKAL - T13 DBL SP I kf%L-RU TOP CHORD 20 DF -L #1 ..OT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard c - 'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 110 PSF SC LIVE LOAD PER UBC. rn � iHIM ALL SUPPORTS SOLID TO BEARING. o W2.5 W3X6 5 r H W2.5X4 0 U ' A p a I1. w cw,<a W1.5X4 W z W3X6(Al) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF,RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC & BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W5X6- W3X4 s W2.5X4 iza W6X6 0 W5X68 W6X6 a W5X6 a W5X6 (R) /p mss; zip I C-3 12-0.01 25-9-12 'I x-5-3-151 UIP g 9 18-4-0 13-0-1 .NIG DEpARTfV 13-4-8 I-0 8-3-8 1.0 2-3•8 5-4-9 36-8-0 Over 3 Supports R-1445 W-3.5' 8-293 W�3.5' 4 R-906 W-3.5" w N 0 YP. Wave TPI -95 CT rn ALPINE Q ti Api5�0. GC. Engineced Products, I 5 Design Criteria: TPI (11 •MARRING-- TRUSSES REQUIRE 91TREPI CME IN FABRICATION, HANDLING. SNIPPING INSTALLING AND BRACING. REFER TO M16.91 CHAD LING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6B.T 0'0101110 DR.. SUITE 100. HAD1S01. UI 93719), fol SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 19DICATED. TOP CH0BD SMALL HAVE PROPERLY ATTACKED STRICTURAL PANELS, BOTTOM COURT) SMALL HATE A PROPERLY ATTACHED 116ID CEILING. -IMPORTANT•' fONYISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALF ItlE ENGINEERED PRODUCTS, INC. SHAH NOT BE RESPDAS16LE FOR ANY DEYIAT 101 FROM THIS OESI6N; ANY FAILURE TO ,:Act THE TROSW 12 COIFDRUXCE VIIH TPI: ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND BlAC1Y8 OF 7AUSS[5. THIS DESIGN CONFORMS KITH APILICABIE I101[SIONS OF NDS (tlAT10NAl DESIGN SPECIFICATION PUBLISHED By TN[ MINICAR FOREST AND PAPER ASSOCIATION) AND TPI. Al►INE CONNECTORS ME RADE OF FOGA ASTM A663 CR40 6411. STEEL. ECCEF7 AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTRERIISE LOCATED ON TRIS DESIGN. POSITION CONNECTOR$ PER DRAWINGS 160 A'1. THE SEAL ON THIS ORAVIRG IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 7R USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tOMP01fNT FOR ANT PMTICULAN BUILO1NG IS THE RESPONSIBILITY Of THE BUILDING DISIONER, PER ANSI/TPI 1.1995 SECTION 2. 18.2c4 EEsb14* .99 % ' 096 W= A CA - 1 - - - F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING. 24.0' Scale —.1875 REF R427--59352 DATE 01/11/99 D R W CAUSR427 99011015 CA -ENG AEB/CWC SEQN - 43747 FROM KO 1vhYA1-RIISS COLLAR KOKAL - T14 SPEC TOP CHORD 20 DF -L #1 OT CHORD 20 DF -L i1 I—C O..A nC.I CfandBrd ^.LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.- 91. 110 PSF BC LIVE LOAD PER UBC. rn � HIM ALL SUPPORTS SOLID TO BEARING. 0 z W2.5X4 e W3X 6 v W1.5X4 116, 5 r H U 'J A O a Y1. ra a W2.5X4 w W3X6 (A1) z z W5X6 - W3X6 a W3X8 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 8 BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 S W3X6 5 --, 5 J 5 W3X6(A1) 0 W5X6 s W2-0-0 25-9-12 J T I L� L,--5-4-01-0 TTE COLI \ 18-4-0 25-11-7 13-0-0 5-4-9 r �< 4LOI G ®EPA+RTME ¢` 36-8-0 Over 3 Supports I 1 R-909 W-3.5' R�1433 W�3.5" + R-302 W -3.5'.,l, r iii NCl% C=, �. PLT TYP. Wave TPI -95 -•YARN IMG•' TMISS[S R[OUIRE EYTI[ME CARE IM ---• . B0.ACING. 0.EFER TO HID -01 (HANDLING INSTALLING ARD BRAZING). PUBLISHED BY TPI (TRUSS PLATE 11STITOTE. 587 0.010FAIO DR.. SUITE 200. MADISOI. WE 57119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FURCTIOtS. UNLESS 07 EIYISE INDICATED, TOP CYORO SMALL HAVE PROPERLY ATTACHED $12aCTURIL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•' FURBISH A COPY OF THIS DESIGN TO THE INSTAL UTIOtl CONTRACTOR. ALPINE FAILURE PRODUCTS. INC. SNALL MOT It RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN: AN fAIIURt TO BUILD THE T0.USSE5 IB CONFORMAACE WITH TPI: OI FABRICATING. MAIDLINC. SNIPPING, INSTALLING AID ,RACING OF MCIFICATIONUPUBLISREOSSES - T 01 THEHIS SAMERICANIGN OFORESTlosTAIDPPAPERBASSOCIATION)LE SARD TPI.Of NOS tNAIf IN[ DE G16N CONNECTORS ACHE FACLSARE Of TRUSS. OF ARD2OSA YIIl[SfTA AGSS OTNE0.YlS[`IOtATED ON THIS E10EPTD[SI6L POSITION CORRECTORS CORRPEAORS i0 DRAYINIS IBD A-1. THE SEAL OM THIS GRAVIl" INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOYN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOII6 'PON. NESPONS[BIL iTV OF THE BUILDING DESIGNER. PER ANSI17PI 1.1995 SECTION 2. la: TPI(STD) 18 C71 C7) C7) ALPINE .Z Q ti Alpinek&tgM Products. Ills. vAenmmin CA 95828 '99 W 6M= CA/-/1/-/-/-lt — TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" _Scale -.1875"/Ft REF R427--59353 DATE 01/11/99 DRW CAUSR427 99011016 CA -ENG AEB/CWC TE—ON- 43751 FROM KO (Kokal-RUSS COLLAR / KOKAL - T15 COM HVA TOP CHORD 2x4 DF -L #1 c�31T CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,-2USS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; � AIT WIDTH 04-00-00; SUPPORTED BY 3 TRUSSES. 0 z E— H v I� =o /Yr ri. ra w rx w w z W4.zA415 - W3X8(B1) a z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 8 BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6e 1 _ CV C7,I Cm Cm Fit.7A%0 - W3X8(B1) +B-0-0 COUNTV 1 18-4-0 I 18-4-0 1121 .. PARTME 36-8-0 Over 2 Supports UILUIN2 DE R-1412 N-3.5" R-1372 W-3.5IPPROlMD �P% V C PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Oa7 CA - 1 - F Scale —.1875"/Ft. WARY ING" TRUSSES I[OUIRE ESTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND RRACIAG, OFFER TO W1B•91 (NANDIIBO INSTALLING AND BRACING), PUBLISHED BY TPI GAUSS PLAT( INSTITUTE. $63 D'ONOFRIO DR.. SUITE 100, nAOISON, VI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE POYC710NS. URLESS OTHERWISE INDICATED. TOP CHOAD SMALL HAVE PROPEILT ATTACHED ESS10 1!� TC L L TC DL 16 .0 10.0 PSF PSF REF R4 2 7 --29339 DATE 03/31/99 ALPINE SIAUCTIt AL PANELS. 607 TOM CM ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILIAG. •.IRPORTAIFT•• fORVISI A COPY OF THIS 013161 TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEIRED PRODUCTS. INC. SHAH IDT BE RESPONSIBLE Fol AAT DEVIATION INCH Tat$ DESIGN; ANY FAILURE TO IN ILD THE 7RUS313 1A .NFMANCE WITH TF1: 01 FABRICATI10. RAIDLIUG. SHIPPING. IRSTALLING AND 1AACING Of TRUSS(S. THIS DESIGN COIIOAM3 PITA APPLICABLE PR0111[Otl5 (!/ NOS (NAT LOYAL DESIGN SPECITICAT I ON FU6lISHED BY THE AYEAICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE CONSECTORS ARE RACE Of 200A AS711 A163 CA40 GRAY. STEEL, EICEPT AS NOTED. UPLY CONNECTORS TO '99 rJ * * BC DL BC LL 7.0 0.0 PSF PSF DRW CAUSR427 CA -ENG AEB/CWC 99090001 TOT.LD. 33.0 PSF SEON - 14776 a��:.'.��_�a�..�.�.+,L� ��, P 3NummeoID.CA95628 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CORRECTORS PER DAANII6S 160 L1. THE SEAL 01 TNIS DRAWING INDICATES ACCIPTANCE 0/ PROfESSTONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPORENT DESIGN SNOYA. THE SUITABILITY AND USE Of TNI$ CONt01[RT FOR ANI PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUll0116 O[SIGNlR, PER ANSIITPI I- 190S .SECTION t. Ai DUR .FAC . 1.25 FROM KO SPACING 24.0' <r � � y; .3 +� � ��`"-,..,c'��'�`�'ira, r i�1� �'i.- �G sem.', •� � - e ,i` .x '�^� ' '4ce•-;yrs.' r� - q."a "•� } a v .li-w{'�:'. Z P s may? TV.- S...... r+ilt" �,* `Jy" ,,.y „c �'�• .a •js. -i7 �'-" f �� Fl r� i�:�s'ai..;•a.-�... �.� 5�.s'`s7,o?v �i � .xe!r.:� �hlYii;5� t"' .'�'�.'. # .���4�it,.- I � to i;� ♦`y '. �'it i'rc'��r` "Sx ? 1i`a «• '� �'• 't -% � ��"E'S�`Y='.S`i ..G. � .� ��•s �.l .ysf k� lw�; x- t ���,aa}� `?Y� h� YYj.St t', ..e"* t ,wr �a„ '_r r p•±� r s . f ,7'd' �a Ai7.��'�re_ b '�rt� ',,,� ,�/ y.� �'� `�'�.��.4 a r t 1 - ��1�;� r-z�,"x�r'�..G"'t r �x�';` 9^i -ria k.t ��� ,rt/' ii °y �s� •'- :ya �• . }���yr �s -:i xsi� � .- 3 �`7:.'; y�� •�;y".'' � a: Y F O`"r�-,kr�..�`�W�'��+,���� �Mc.( }"r '.pi• 7.' •`Se � �.(�, ^13. 1 "^" �s i• +"I� � � ' f� T ��,�i"+� �$` � �"„ c �i�� *f'g.. 4 �- *7 " v+.`s.- Si}"'it�s*Si�'`-"�� -- F^`�"�.�.�"��y.•.�•��� � � ff , :� A' ..'� i;.Y w�. r�t'� 9 +y sj _f.'.R`� t`�•{:' h� �{�q, r.� �td t s,t A' q l+� t ! '•iY 5f i � .jr' "�•�•j�� � gLYlri i � y St} ,�$' F ��• s• � � 9 S�y. ,�+�c q� � ` _:'9r �w � ,� 'y. fi.,�` ';� °y" T �`�„} w+•� 'i �+,} v"h . Y . � �•c 'i.N 3�'�' �,�=' "t+: ..•fit 7 � � � r..n: 7�f y� �.: ia,.,, r_ -t � '�'" ^�',��� r 3 �. s, a "•" .F� ' �� it �.. •;�xr•'T- �� -"< ifc � Yi���•y��r' f .''yet r�. .. Yom:' a"• . ....ai �x'� :�G 1c :�5tlt� ��SiTP ' - - iu8 aa. .• `>� s av V as •�. o,Ps _a � �F'a ' � O flOQik+ ❑% r •. e� I I I • I I��I I II IV ly v � ... a �z. • $ r pa ti: 9 � �r 'Y(�i •r � p;�� j% � ., i ., Y .. �� G 7 �'�y a ,. •� o O flOQik+ ❑% r TOTAL HOME COMFORT Lennox is committed to providing you with the finest in quality Dome comfort. That commitment includes offering accessories that can maize your home even more energy efficient and comfortable. Q UALITY DEALERS YOU CAN COU N T O N Choosing the right dealer for your heating and cooling needs is every bit as important as choosing a particular brand of equipment. That's why Lennox has the industry's only Quality Dealer Standards program. Lennox dealerships are independently owned and operated and rhave to meet Lennox' high standards. We think you'll agree ie - -o _ they're a big reason why you can always count on getting a quality product whenever you call on Lennox. ELECtTR0NIC A I R C L E A N E R S An electronic air cleaner ry % puripes the air and provides r ' respiratory relief by removing dust, dirt and pollen. H U M I D I F I E R S A, bumidijer adds moisture " to soften barb, dry air. flf Proper humidity levels can help you stay comfortable at lower thermostat settings, and make indoor air more comfortable to breathe. ELECTRONIC T ER•M0STATS Aproven energy saver, an Ell electronic thermostat provides added comfort, convenience, m and time -saving f;ngertip ro rammin LFNN9 -ONE LESS THING TO WORRY A B O U.T.® i I Elite 14'" Air Conditioner Specifications HS27 024 030 036 042 i Note: Due to Lennox' ongoing commitment to quality, all specifications, ratings and dimensions are subject to change without notice. ENERQUIDE s.—W E..ray Ettld...Y we.. SEER MIS MODEL 12.50-15.60 I 10.0 —USES LESS ENERO Y y 17.0 , C [FNNOX i COMPLETE CANE" E14HS27-9197 (68K35) '9 Lennox Industries Inc., 1996 Visit us at http://www.DaveLennox.com or contact us at 1-800-9-LENNOX 9�r.Df rti .y A�yk Litho U.S.A. I) t t F) f - rYz Lennox is committed to providing you with the finest in quality Dome comfort. That commitment includes offering accessories that can maize your home even more energy efficient and comfortable. Q UALITY DEALERS YOU CAN COU N T O N Choosing the right dealer for your heating and cooling needs is every bit as important as choosing a particular brand of equipment. That's why Lennox has the industry's only Quality Dealer Standards program. Lennox dealerships are independently owned and operated and rhave to meet Lennox' high standards. We think you'll agree ie - -o _ they're a big reason why you can always count on getting a quality product whenever you call on Lennox. ELECtTR0NIC A I R C L E A N E R S An electronic air cleaner ry % puripes the air and provides r ' respiratory relief by removing dust, dirt and pollen. H U M I D I F I E R S A, bumidijer adds moisture " to soften barb, dry air. flf Proper humidity levels can help you stay comfortable at lower thermostat settings, and make indoor air more comfortable to breathe. ELECTRONIC T ER•M0STATS Aproven energy saver, an Ell electronic thermostat provides added comfort, convenience, m and time -saving f;ngertip ro rammin LFNN9 -ONE LESS THING TO WORRY A B O U.T.® i I Elite 14'" Air Conditioner Specifications HS27 024 030 036 042 i Note: Due to Lennox' ongoing commitment to quality, all specifications, ratings and dimensions are subject to change without notice. ENERQUIDE s.—W E..ray Ettld...Y we.. SEER MIS MODEL 12.50-15.60 I 10.0 —USES LESS ENERO Y y 17.0 , C [FNNOX i COMPLETE CANE" E14HS27-9197 (68K35) '9 Lennox Industries Inc., 1996 Visit us at http://www.DaveLennox.com or contact us at 1-800-9-LENNOX 9�r.Df rti .y A�yk Litho U.S.A. TOTAL HOME COMFORT Lennox is committed to providing ` you with the finest in quality Dome comfort. That commitment includes offering accessories that can mare sR. our home even more energy Y h efficient and comfortable. Q U A L I T Y D E A L E R S YOU CAN COU N T O N Choosing the right dealer for your heating and cooling needs is every bit as important as choosing a particular brand of equipment. That's why Lennox has the industry's only Quality Dealer Standards program. Every' independently owned and operated Lennox dealership has to meet Lennox' high standards. We thinly you'll agree they're a big reason why you can always count on getting a quality product whenever you call on Lennox. E L E C T R O N I C A I R CLEANERS An electronic air cleaner i purifies the air and provides respiratory relief by removing -.I dust, dirt and pollen. H U,M I D I F 1 E R S fi humidifier adds moisture to soften harsh, dry air. III Proper humidity levels can %5.help you stay comfortable at lower tbernlostat settings, and maize indoor air more comfortable to breathe. ELECTRONIC THERMOSTATS A proven energy saver, an electronic thermostat provides n added comfort, convenience, and time -saving fingertip programming. LENNOX ONE LESS THING TO WORRY ABOUT: f Elite 90TH Specifications ,. G26 Upflow Q2.50 03.50 03-75 04/5.75 03/4-100 04/5.100 Q3/4-125 04/5.125 Input Stuh IkW) 50.000 (14.7) 50,000 (14.7) 75,000 (22.0) 75,000 (22.0) 100,000 429.3) 100,000 (29.3) 125,000 (36.6) 125,000 (36.6) Output Btuh (kW) 46.000 (13.5) 47,000 03.8) 70,000 (20.5) 69,000 (20.2) 91,000 (26.7) 93,000 127.2) 115,000 f33.7) 116,000 (34.0) A.F.U.E. 91.3% 92.4% 92.01y. 92.0% 92.0% 92.0% 1 91.0% 92.01/6 Add on Cooling Tons(kW) Ito 213.5 to 7.01 1 to 313.5 to 10.61 1 to 313.5 to 10.61 3.12 to 51123 to 17.6) 2 to 4(7.0 to14.1) 3.12 to 5023 to 17.6) 2 to 4(7.0 to 14.1) 3-12 to 5(12.3 to 17.6) Electrical Data 120 volts -50 hertz -1 Phase (less than 12 amps) All Models Dimensions - H.W.D. (in.) 46x16 -1/4x26-112 46x16 -1/4x28.1/2 4606-1/4x28-1/2 46x21 -1/4x28.1/2 46x21 -1/4x28.12 46x21 -1/4x28-1/2 i 46x26.1/4x28.12 46x26 -1/4x28 -1R H.W.D. (mm) 1168x413x724 1168x413x724 1168x413x724 1168x540x724 1168x540x724 1168x667x724 1168x667x724 1168x667x724 GHR26 Downflow/Horizontal 02/3.50 03-75 03/4-100 04/5-100 Q4/5.125 Input Btuh (1,W) 50,000 (14.7) 75,000 (22.01 100,000 129.31 100,000 (29.3) 120,000 (35.2) Output Btuh (kW) 47,000 03.8) 70,000 (20.5) 92,000 J27.0) 93,000 (27.21 111,000 (32.5) A.F.U.E. - 92.09/6 90.0% 90.01/6 92.0% 90.0% . Add on Cooling Tons (kW) 2 to 317.0 to 10.61 2 to 3-12 (7.0 to 12.3) 2 to 4 (7.0 to 14.1) 3.12 to 5(12.3 to 17.6) 3-12 to 5 (12.3 to 17.6) Electrical Data 120 volts -60 hertz -1 Phase (less than 12 amps) All Models t Downflow Dimensions- H.W.D. (in.) 4006-1/4x28.12 4006-1/4x28-12 40x21.1/448-12 46x21 -1/4x28-12 4641.1/448-12 HWD. Imm) 1016x413x724 1016x413x724 1016440024 168440024 1168x540024 Horizontal Dimensions • H.W.L. (in.) 16 -1/4x28 -12x40 16 -1/4x28 -12x40 21-1/448-12x60 21-1/4x28.12x46 21-1/4x28.1/206 H.W.L. (mm) 4130240016 413x724x1016 5400240016 540x724x1168 540x724x1168 t► Note: Due to Lennox' ongoing commitment to quality, all specifications, ratings and dimensions are subject to change without notice. ® ASA ENERQUIDE Gama Annual Fuel Utilization EniclencyAFUE Look for these industry seals to ensure certified performance, efficiency, and quality. nes MODEL 90.0°492.4% xx0 COMPLETE „ CARE" 764, 524; E94: 97 t V' E7'Y When installed in commercial, industrial or institutional applications covered equipment and covered components are warranted by Lennox for a period of one (1) year from the date of the original unit installation. 4� E90G2"/96 (35K31) 0 Lennox Industries Inc., 1996 Visit us at http://www.DaveLennox.com t Litho U.S.A. / - 9cd Cz,a-1-C /-M,9 I --- SIR SI(WNTIAL 29-40Oc)T5i - 3226-90B,P,E,M KOKAL, Steve 12133 Centerville Rd, Chico Contr: Russ Collar ( new sf ) •L �2' 9/ C�K ,•� r • r _i OFFICE COPY - Address4z z, z 3 iGAS' / Meter By `' Date ELECTRI fj Meter B 1, to 1 Address �Z�33 Ct�^�1 �c2i;11L1� . J ` i } GAS Meter By Date ELECTRIC Meter By to 1Z-%4-00 'JOB FINALED (Date) Signature TO Suildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance Q owner Location AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for:' Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobile home. OtherKAMAV NOTE * * * 2.-- Sanitarian Dat® COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phorie: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' ` 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 32- Z 6- 9a OWNER rtnMI I Nt rA routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date ��+�� Inspector IZP-D/��^ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 ' 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT A roXathe inspection indicates that the following violations of County Ordinance exist above address and should be corrected. Please notify this office whection of work is completed. If you have any question pertaining to this m er or neecl/additional explanation, please contact this office immediately. U t/ ,\/ rt -" "4 A6o✓TO RL7>1i, ciE fib c°�T f�F-,4 Ayr, �o d -s Date I'p--/-%- `90 Inspector ,/J COUNTY OF BUTTE pEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise --Phone: 872-6307 CORRECTION NOTICE ' OWNLR PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaiiping to this matter, or need additional ex Re4+on, please contact this office immediately. 17 1 � Date Inspector _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS i l 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive,.OroviIle. — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. (Z tZ -r u ` Date-�1—� Inspector 4nc Custom Homes Quality Remodeling L1 i 4v- pl IMS �f �-v-� Gti?'e�'( l2oL�.,¢_, 01—v1/ � l � ��i-�-►��� 7 < - �- , --� (� L' V, - General Contractor Lic. #403170 4425 Willow Springs Road Chico, California 95928 (916) 894-3955 -1 - ENERGY CERTIFICATION � ` MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) EXTERIOR WALL ------' MATERIALFIBEGLASS BRAND NAMECERTAINTEED THICKNESS (INCHES) - THERMAL RESISTANCE (R VALUE) CEILING -^-^--- �BATT OR BLANKET TYPE FIBERGLASS_ BRAND NAMECERTAINTEED THICKNESS THERMAL RESISTANCE (R VALUE) 3 LOOSE FILL TYPE __ FIBERGLASS BRAND NAMECERTAINTEED ------- MINIMUM THICK NESS NUMBER OF BAGSPERBAG25 LB AREA COVERED (SQ FT) _____WT THERMAL RESISTANCE (R VALUE) FLOOR, ELEVATED ------- MATERIAL�BERGLQSS --- �RAN� �AMECERTAINTEED L, ------ THICKNESS (INCHES) = THERMAL RESISTANCE (R VALUE) FLOOR, SLAB -.19 ~-----' MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE -VALUE) FOUNDATION WALL -------- MATERIAL BRAND NAME THICKNESS (INCHES)------- THERMAL RESISTANCE (R VALUE)________ I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF, CALIFORNIA ENERGY REQUIREMENTS. HAWKINS INSULATION FIRM NAME/OWNER 379407 STATE CONTRACTOR'S LICENSE NO. 5L i SIGNATURE DATE I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ALL EQUIPMENT, DEVICES AND MERTIALS ARE OF THE QUALITY PRESCRIBED OR ARE SPECIFICALLY APPROVED BY THE STATE OF CALIFORNIA. STATE 7C��RACTORIS LICENSE NO. v=Ok O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG Clearance Date Card B-1 Date Card B-1 Date 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector l 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh \ . 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK ' O = Not'OK _ blot Applicable Not Ready RESIDENTIAL (E = Date UND LOOR (Plans) OK exce t s Zo n 09 -Setbacks-Easement lood-Slope g., Main oils-Elec. Gr d.-// ' Ftg. Depth rage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth , Porches & Decks; Soils -Steel-/ /Fig. Depth . Stemwalls, Main; Steel-Blockouts-Wrapped --&--6tersvaalls, Garage; Steel -Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; S -KI -Wrapped 8. P' s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date -qj�� Card 13-1 /�t Date Card B-1 Date Car B-1 Date gard B-1 Date PLU NG (Permit) OK except If's Water Htr.; Vent-Access—tomb n Air- affle 1 mater Pipe; Test & Anchor -Nail Protection 1B!D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21o.' Gas Pipe; Size & Anchors Date,�,j$,C,0 Card 8-1 ( � Date Card B-1 Date ii Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ff's 22. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled 25/homex Installed Close to Edge of Studs & C.J. Equip. Grovad made up w/Mech. Fastners-Bond Cgabr& Wer 2 Appliance Circuts in Kitchen & Conductor Size/GFI 2$e-lu-bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size /6/ Cu or,Aq Q `�(,(�� 29r+Raf`lge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 3,01Service-Riser Conductors & Ground -Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 32 -em thes Closet Light -Shower Light -Spa Light moke Detector Date _jt(_C,i^JCard B-1 CC, Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ff's 3jl!A.C. Ducts Insulation &Support Vent Fan; Exhaust above insulation 3 . Condensate Drain & Overflow; Size & Grade Furnance-Vent; Acc, -Comb. Air -Return Air Vent -115 outlet 3§Xttic Access & Platform if Furnance in Attic Date \ Z -jG-CloCard B-1 G G Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except If's Sils, Proper Material & Anchors 4t Aalls Studs -Nailing, Spacing & Bracing -Plates -Sound 41, earing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 4'3 rred Ceilin s Fire Stops utairs Chase Tub 44A�Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 44X.. Cing. Joist-Rftr. ties -Pu rlin —roof Brac-Truss-Shthng.-Rfng. . Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Ld Garage Fire Protection Framing 5y. Property Line Firewall & Openings 5�. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits Stairs; Widt - e ise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 5!::S�cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 Glazing Area -Glass Protection -Skylights -Plastic 5 Shear W ; Nailing -Bolts M O - _,SCC BA cV_ 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date lZ-j4.Aj Card B-1 �'j(_ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except q's Ext. Steps -Door & Sidelight Protection -Landings 6'e Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64' Bedroom Exiting 06. G.F.I. & Bath Fixtures & Tub Access -Spa \ 66e'Xec. Trin) &5dbpanel; t3reaker Sizes & Labels �— Clearances-Hearth AJ. Elec. Outlets at Wood Panel; Int. & Ext._ , ZO'Kit.Fixt. & Appliance; Grnd.-Air Gap- ooking Clearance Elec. Outlets & Receptacles at Kit. Counter ,1 7 -Lf. Garage Fire Door; Swing -Landing -Closer ;3—A C— Duct in Garage -Damper 7 . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 7%A5 -1b., Elec. & Mech. Equip. Listed for Location 7, Elec. Receptacles in Garage; (G.F.I.)-Romex Protecti n 7 nsulation-Foam-Looked in Attic ❑ Yes 7 Guard Rails & Deck Construction -Post Caps 7, n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes �ollowin instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planter ❑ Yes ❑ No p-atac ; Brown -Finish . Unit; Disconnect, Electrical, Plumbing . Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84!N/ater Well; Disconnect, Electrical, Plumbing exterior Elec. Trim; G.F.I. Receptacle -Underground 8 . Ventilation Throughout House al -'Glass Protection aV'Corrections from Previous Inspections W as -Meters Tagged; Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date 2 Card B-1 G C, Date Card B-1 Date?--7_r-y/ Card B-1 <_ Date Card B-1 Date IZ.5,0t( Card B-1 yr, Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF'PUBLIC WORKS 7 County Centarztrivei;;; Oroville, California 959155 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 11-29-40 ZONING FR- BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION Steve K kal 898-0717 50 60 160.00 OWNER'S MAILING ADDRESS 12 Holt CHico 95926 160 2,240.00 CONTRACTOR'S NAME TELEPHONE 624 C 6 240.0 5 CONTRACTOR'S MAILING ADDRESS 442-1 W H 2 Fireplace N LENDE CONSTRUCTIOUNKNOWN Total Valuation 1 $ 68 640.00 LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 340.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 170.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 15.00 Penalty $ BUILDING ADDRESS Permit fee $535.00 ZPLUMBING PERMIT Each Trap Filing Fee 10.00 2.00 18.00 Solar or heat pump water heater 20.00 LOT NA. SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 5.00 � _ �t &U-°3/t Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 1. 5.00 5.00 SF ® Duplex❑ Mobilehome❑ Other Building sewer 5.00 5,00 SPECIFY Mobile Home I S I G JW I 10.00e TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Permit Fee $ 48.00 Describe work: 3 BEdroom _ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 VAMP OROR SLESS 10.00 Main service EA. ADD'L 100 AMP 1 2.50 2,90 CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.& ' OR ADONS. ( AGC. BLDGS. 2 (tsgit 4 I declare er penalty of perjury (check one): NEWCONSTR ULTI.OUTLET 2.50 ea .60 I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON .RESID BRANCH CIRC ITS POWER APPARATUS &) and Professions Code and my license is in full force and effect. (SINGLE OUTLET CIR. License No.Classification Ex. Occup(OUTLETS OR FIXTURES aAL'90a ❑ I, as the owner, or my employees with wages as their sole compen- Ex. Occup. OUED P TLETS (RESID )REA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 1 10.00 10.00 for sale. (Sec. 7044) ❑ I, the Mobile Home Facilities 15.00 as owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Misc. Wiring g 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ 74.10 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): j MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating 2-1-- have placed on file with the County of Butte Building Department He- imp aif- Certificate of Workmen's Compensation Insurance or a Certificate Cooling 3 Ton 1 6.00 6.00 of Consent to Self -Insure. Hood 1 3.00 3,00 ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Ventilation 1 3.00 3.00 Notice to Applicant: If after making this statement, should you become subject it Fee ee $ 28.00 to the W. C. provisions of the Labor Code, you must forthwith comply with such Contractor provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information Mobile,Home Installation Fee $ Energy Inspection Fee $ 30.00 is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot occ coNsTTv E Butte to enter upon the above-mentioned property for inspection purposes. 3 I also agree to save, indemnify and keep harmless the County of Butte against TOTAL FEE $715.10 HAz cuA .�. PARK ,� SCHL EE AR HD Issue all liabilities, judgments, osts, and expenses which may in any way accrue agai ounty in se of the granting of this permit.V1 V7 X Date /% �D This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature of Applicant - Owner ❑ Contractor g ---Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIREC R OF UBLIC WORKS ion of structures over 3 stories in height. By Dae j Receipt No. 73430 PC $225.00%�gylg7 S/fp, �O� gy/86' �� WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT -3-3-77-/4- PERMIT EXPIRES ate o' �J �; � . - �.y. _ . ," _✓ r f . f r� � r �Y• s�'tir�� r�Y ,�"{yh'i? 0'4^x--'.�-� .. , y COUNTY OF BUTTE �:PD RTMENT OF PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95985 - TECEPHONE: 918/538-7541 PERMIT.A'LICATION DATA SHEET 1. ' /_ Permit No. V p OWNER /rp5tD A. P. o. Proposed Building Use E Building, Inspector Date At time of permit application ;0l was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) CLZ P. Mobilehome installation data including manufacturer's installation instructions ll//GP 0. Fees of $1 /�..�..................................... 4n —3a, 11. Chico Urban Area fees paid ....................................... Park fees paid .............. '191 .. �i TO Building Depar tient: FROM: Environmental Health SUBJECT: Sanitation Clearance DWI. ('la-r-foh WT Owner Location AP# Plan Approved for: Sewage Disposal Water Suppl Hold final for: Water Supply Final clearance O.K. for: Water.Supply Clearance for bedroom home. Other NOTE *** san arian Date I TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit has been issued for the above property. y si at date TO: Building Department FROM: Encroachment Permit„ Sec•t�on RE: Driveway Clearance (l1 UJ5 6 11gy ,- o k l /2 / 3 Ceh T r✓,'l/e- ��. /� '� 9 - �t'� o ner location AP # Driveway permit % /�//3 has been.issued for the above property. si ature date OWNER'S NAME: RECEIVED PERMIT NUMBER: A. P. #: DATE ESIDENTIAL NON RESIDENTIAL RECEIVED BY Z-9 TIME l / E. lalo OTHER REQUESTED BY CORRECTION NOTICE [__j YES M NO ITEM: LOCATION IN BUILDING -WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: + Mail=to-owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at Deliver -,with next inspection. REVISED PLAN CHECK PAID: office. "'$15.00 t $30.00 Additional Fees Not Required REQUIRED RIOR TO PERMIT ISSUANCE FROM DATA SHEET REQUESTED.BY PLAN CHECKER OTHER REQUESTED BY CORRECTION NOTICE [__j YES M NO ITEM: LOCATION IN BUILDING -WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: + Mail=to-owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at Deliver -,with next inspection. REVISED PLAN CHECK PAID: office. "'$15.00 t $30.00 Additional Fees Not Required / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. W v 7 County Center*Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Z�.,� ZONI BUILDING PERMIT OWNER S-rEV� o l L TELEPHONE Q- o / 7So SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS1/1 Z J_T C H- t C -Z CONTRACTOR'S NAME ^� '21-A5S C-0LLQ2 dba: C TELEPHONE 89 y - 9s '7 Oma` CONTRACTOR'S MAILING ADDRESS qZ,r &Ipjel s S Ie6 C,41eo fS72& Fireplace O CONSTRUCTION LENDER UNKNOwri Total Valuation $ 1 Filing Fee _ t $ 10.0 j LENDER'S MAILING ADDRESS Permit Fee $ �0 I ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ '• PLUMBING PERMIT Filing Fee 10.00 C Each Trap 2.00 All Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping a 5.00 D (/ Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 C Mobile Home S I G I W O.00eal TYPE OF WORK New [Addition ❑ Remo el ❑ tilitie ❑ Installation❑ Other C] Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 0r7 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW 1 declare der penalty of perjury (check one): [am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professic9a Code and my license is in full force and effect. S to 15 License No. ��f ? Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7944) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.h OR AODNS. ACC. SLOGS. /z0SgIt r NEw CONSTR r ULTI-OUTLET NON.RESID BRANCH CIRC ITS ; 2.50 ea POWER APPARATUS .&) SINGLE OUTLET CIR. ( EX. Occup( OR FIXTURES 20 L. 30C SAL030C FIXED APLNS.O Ex. QCCUp. OUTLETS PI RESIO IREA.) 2.00 Temporary service 10.00 Q Mobile Home Facilities 15.00 Misc. Wirin g 15.00 Permit Fee Contractor $ r ; WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑Th rmit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00" Heating .Q lin Cooling Hood 3.00 Ventilation l permit Fee Contractor $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and eep mless the County of Butte against all Iiabi ' judgments, cost , nd nses which may in any way accrue aga" s I ounty in cons nce a ranting of this permit. -7 oy,, %� D to 6 '� / r !�v Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition Or construct. structures over 3 stories in height. Mobile Home Installation Fee g ; Energy Inspection Fee $ . O occ CONST PE TOTAL FEE $ HAz CUA PARK scHL FLD PA PD HD j IssuE I I , Ti -,:s permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the appiicable provi- resolutions to do have been paid. WORKS Date Lion,Cof ipt No. -D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916) 529-3360 FAX 529-0953 #3 Governors Lane Suite B Chico, CA 95926 (916) 894-3500 Joe Dominick Land Surveyor . Eric Robertson Civil Engineer ROBERTSON AND DOMINICK Civil Engineers & Surveyors AD D'E'NS J %+, , O 1�0 VIA(— Q. IA 8�3z26 - 90 COU" aUIMWG DEPARrMgVi C*(-L0.rA_ C.9,01arftjw—v�k- �913FESSioiv, ,t`c�� �.• R x `�u i� n_ 37105 z 1FxF. 40/9Z s� C/V1\,- ATF OF CA��F�P Malcolm Macdonald ROBERTSON AND DOMINICK take responsibility for only those structural components specifically addressed in these calculations. ot_A,— a A A eLT Sav* GZ z 4m vv V-)�, !Lw.p U- tk 1 L-A ( U --a A- t..t_ . Z IA.) is�- VA = Zca 3 a V = 3, 7-10 c -ts = Az Co* 3 �a-r*f �ao oaL r: o L(, cx- 3 IFS= � V Sr a2 }STS Q. ZACA, SGS, V U R v tJAp�c lr' I i �} o�T %*i it OP Ate,,,. 84 Sb'* O �. 3 3 • �tgv"/�en.r S r :18 17 A - a� 3 Tz>-r> �vu•e �� C l,c� JELL Z,-9) - ' I/uc- = 1 Cv CQ t' AZ IWO i IS! vS S t3 C.D w 10,0's 0 .z Z. v,; L, o7r OLS', Q L. . w � 3 x ��A-w�rv�cz Uel c►�-a e,Qs ca- Laev►�+� VL, - - O%r wym N'STS ( -R ichn"4 Q fz `5 0tc-AR- 'f Atz rd .. i C� ��c.►� �{ X Ll �o�r I Rc�.,,,.� - ��o � y `� ' r � a. r ►QST , 1 ='tea I 'or- ' A f M �.. . _� Z-6 3 .rJ T M4-�.� i i a a IL Li IF - DF/Dg ;L no 31%113,60 k -w' LIJI- LA. v,\. Z we, Ve CAAL �C.TArL- RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY). Bldg. Permit # _y® OWNER A.P. # //`o?c1- GENERAL ,�EN/Zoning requirements: (sideyards `2. Valuation. -3-'Plans signed by designer. Energy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN and number of permitted living units). 2�_ Complete parcel size and dimensions. . Setbacks, sideyards, easements, etc. --j:' Other buildings or structures. Grading, fills, drainage. -: Flood hazard. b: Special conditions on creation map or compliance document. FAU & FAS road setback. FT.nnR PLAN ' Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec: 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). :-—Required room sizes, ceiling heights (Sec. 1207). :`- GFCIs in baths, garage, and exterior -outlets (Article 210-8). '`—Light fixtures, switches, receptacles, and exterior receptacles of mechanical equipment. 'Locations of water heater,eating and cooling equipment other gas equipment, and plumbing fixtures. Y. --Garage firewall, door size, and closer (Sec. 503(de)(3)). 3`1 - 3'0" exterior exit door (Sec. 3304(e)). 2-r Fireplace and wood stove location, alcoves, and clearance. 3— Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 5/89 for maintenance electrical or Foundation plan complete enough to construct building. ,2'. oor construction details complete enough to construct building. y,31 levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). i— Brick or stone veneer (Chapter 30). RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) -0-.--Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). --'/-.— Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. �Living area over garage - complete 1 -hour separation required on garage side . including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 &.see Mezannines - 1716). Attic access and ventilation (Sec. 3205). � —.Underfloor access and ventilation (Sec. 2516). clf9'Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. L,e ___���� �7��IL�►Lit 5/89 L 12�� fl�Dc�z TD �j% 4"1 4/ q tL- �, g�- -1 A t(, Y-0 � L0,• . ✓�y S.-7��-&�/Fyy R4�55 /yl�s� X94-3955 3'SX/'2� 2�• �lS /�2 Jx L �Auc \104 Vkocla�e- * 04-JUL-111150, C D S + 2C247 CECO DESIGN SYSTEM 07/06/90 * PAGE 2 VERSION V9 11:14:05 * CECO BUILDINGS DIVISION - P.O.3OX 830 - LOCKEFOR'D,CA 95237 ***** MAIN BUILDING ROOF STRUCTURE DESIGN ***** (CONTINUED) P A N E L A N A L Y S 1 S LOAD COMBINATIONS : 1) D + L 2) D + W— WHERE : D = DEAD LOAD L = MAXIMUi'M OF LIVE LOAD OR SNOW LOAD Irl- = WIND LOAD AS AN OUTWARD ACTING SUCTION ** CONTROLLING ** PANEL CROSS—SECTION COMM CHECK RATIO ----------------- ROOF PANEL INTERIOR ZONE THRU—OUT 3EGINNING AT EAVE TO PEAK 2 BENDING .715 ROOF PANEL IN EDGE STRIP THRU—OUT BEGINNING AT EAVE TO PEAK 2 BENDING 1. —> BENDING FAILURE IN SPANS 2 6 S E C O N D A R Y D E S I G N LOAD COMBINATIONS : 1 ) ;D + C + L 2) D + W— WHERE : 0 = DEAD LOAD C = COLLATERAL LOAD L = MAXIMUM OF LIVE LOAD OR SNOW LOAD W— = WIND LOAD. AS AN OUTWARD. ACTING SUCTION TYPICAL ROOF PURLIN DESIGN (LEVEL 5) AVG S°PACING 0,5.000 FEET LENGTH MEM?ER DESIGNATION WEB DIS ** CONTROLLING ** DEFLECTION SPAN (FEET) & LAP LENGTHS (FEET) STIFF ERC COMB CHECK RATIO COM3 RATIO ---- ------ -------------------------- LE 1.000 8.5282 NO NO 1 SEARING ..898. 1 L/ 60 1 27.000 8.5Z82 2.5000 NO NO 1 COM 8+S .920 1 L/241 2 27.000 8.5282 2.5000 NO NO 1 Com 8+S .920 1 L/241 RE 1.000 8.5282 NO NO 1 BEARING .893 1 L/ 60 FURLIN IN EDGE STRIP AT EAVE (LEVEL 2) AVG SPACING 0 4.500 FEET LENGTH MEMBER DESIGNATION WEB DIS ** CONTROLLING-* DEFLECTION SPAN (FEET) R, LAP LENGTHS (FEET) STIFF BRC CONB CHECK RATIO COMB RATIO L--------------- -- E 1.000 8.5282 "d G' NO 1 °BEARING .812 2 L/ 41 1 27.000 8.5232 2.5000 \10 NO 2 CON 3+S 1.021 2 L/183 2 27.000 3.57_?2 2.5900 NO NG 2 COV 8+3 1.021 2 L/183 R= 1.000 8.5282 NO ,NP, 1 3EA.RIN1; .812 2 L/ 41 /-COUNiTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. J V 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND RERWT C1 ASSESSOR PARCEL NUMBER 11-29-40 ZONING FR -5 BUILDING PERMIT OWNER Steve Kokal TELEPHONE 898-0717 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 12 H61t Lane Chico 95926 CONTRACTOR'S NAME Russ Collar Constr. TELEPHONE 894-3955 CONTRACTOR'S MAILING ADDRESS 4425 Willow Springs Rd. Chico 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1,000.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $17.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $27.50 PLUMBING PERMIT Filing Fee 10.00 19111 Centerville Rd.. Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Woorlstnve SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer_ 5.00 Mobile Home S G W 10.O0e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Instal lation ❑ Other ® Describe work: Woodstove _ RE: B.P. #3226-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code nd my license is in full force and effect. License No. Classification F-1 1, as the owner, or, my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.9 OR ADDNS. ( ACC. SLOGS. / 2/20sgft NEW CONSTRULTI-OUTLET NON•RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS a (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@50S a ALO 30 Ex. Occup. OUTLETS (RESID )FIXED APLNSREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T_4e permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iia ' s, judgmen , colt and expenses which may in any way accrue aga t sa County i copsfe/y� nce of the granting of this permit. X / e / Z , 1 • �� Signat re of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 27.50 HAz CUA PARK SCHL FLD PAR PD HD ISSU Th;s permit is nereby issued under Bions of the Butte County Code and/or work i 'cated above for which f DI OF PU L B PERMIT EXPIRES Date the applicable p ovi- resolutions to do es have been paid. WORKS Date Receipt No. 84325 WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT ek .. _ ,,. . -' .., - .- ...i+r ..ire.C..*...�"5�X�..+•-•�....i�-i.+r'crt�rrl��,x.S�I'^f`'.u,Yvy,.�-:,_rW-lr-L�r-�v-`�v'^: p-. ' -- •tv-�.`. ', . _. , . -`. 1� V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION - v 7 COUNTY CENTER DRIVE - OROWLLE, CALIFORNIAP-9f, , &�LEPHONE: 916/538-7541 - PERMIT APPLICATION DATA SHEET Permit No. OWNER _-� A. P No. Proposed Building Used t% %J?�C%�7i ���-- "uilding Inspector Date42 At time of permit application, I was advised the following data mush be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. • - 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ...................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing .... permit ...................... .......... 16. 1-� Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. r 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... ' 26. _ 27. ; When you issue the permit, process as follows: Mai I to owner. Mai _to contractor. { Telephone and hold for pickup at office. Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---jnall 'counter by .date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroviiler California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR P — MSE= ^ '(//J ZO,DN�Cy.' I(�•�C/� BUILDING PERMIT OWNER V , / H LE -W TM -W7 SO. FT. OCC. BUILDING VALUATION OWNER'S M LING A D ESS CONT CII//4 �E TELEPHWE IO CONTRACTOR'S MAILING ADDRESS Fireplace N14' 102 0 CONSTRUCTION LENDER UNKNOWN Total Valuation 5 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ r ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee A$. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILD NG AD REjss3 yJ� -loPLUMBING permit tee $ PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE �1Gas SF ❑ Duplex❑ Mobilehome❑ Other l/ SPECIFY piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00e TYPE OF WORK New ❑ Addition ❑ RRe%odel/,❑ Uti ties ❑ Installation❑ Othe "l/ Describe work: d // 0 7 y %—� .-07 -;-,-3 Penult Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 VAMR ORSLESS 10•00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) [J I, I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OccUP.h OR ADONS. � ACC. SLOGS. ,/z¢sgft NEW CONSTR. ULTI.OUTLET NO N•R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUSe OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURESeA 0 0 Ex. OCCup. OUTLETS PIID .)R EA.) 2.00 Temporary service 10.00 Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. %� Date Signature of Applicant - Ov ner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz I CUA PARK SCHL FAD J PAR PD HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number J/ zI —! Building Department No. School District G USS. City U County 7 Jurisdiction Property Owner S%� IAC(i /�/4 (�• Project Location/Address G ��/%' j�/LLQ ley Subdivision Lot Number Residential Development: o a a Sq • Footage # of Living MHI Addition '(Group R) Units Commercial/Industrial: a Sq. Footage - New Addition (Including Exterior Roofed Areas) )Buildie Department Representative Dat x .(Floor Plans reviewed by School District Personnel) District Id, No. QtC)g's Q C_J /tet C� 1 AL1 LL /� _School 0 District certifies that (Applicant Name) - (Phone Number) ( Street Address) _ ( (Cify) (State)"' (Zip Code) has complied with the requirements of 'Resolution No. by the payment of $ 79.3 representing square feet. / D ao X 6 School District Representative bate / PAID BY CHECK NO. 3 REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) •�,0 A- 01 P.O. Box 1216 410 Pine Street Red Bluff, cA 96080 (916) 529-3360 . FAX 529-0953 a3 Governors Lane Suite B Chico, CA 95926 (916) 894-3500 Joe Dominick Land Surveyor . Eric Robertson Civil Engineer Malcolm Macdonald ROBER TSON AND DOMINICK Civil Engineers & Surveyors Kc> kAL T ��Ot4 C*(—LOf�_ Ce;-��,rluv—vc*� �/yl�Gl�iV 7 7 aSE -24r- Joe 4Ic QRpFESS/0 R 0 6 . 3 05 sG+" G192- Dov E ROBERTSON AND DOMINICK take responsibility for only those structural. components specifically addressed in these calculations. Ip►�T iL..�'�� � N flL`� S g� U -T" AQZA C.Au-s ; AI,ot Z /LI L4 11��'-1� , 7- �a'� V � = !7•�V��(I�Z��+ iS�SPSF ��)4�1� t 3z' 94) 77. j V It Sy 7*j 7- 31 1 3z `sT z' 3 LI I Au - all - , A IVA _ 2 h 40Pv. pe �- 4 rL N � r4• �. Lj tj J a .9 vt Nj C �V- s - V is.s fps 1: • (y'+.1'+4' 3 'Z= ZZ3Z 'EZ, s L �' `i �` T,� � s � �►�tr+zw � .� I lC� D s � �� /J o" V 46r� yY os (5) le- O. C. - 9 0 c- !v 4r� T'„ L f4 M tl.v,,.� - E07 �+ S D L•S �-�W TE - (-A-T= Vv % - 8 lrov..p LaeF Z.o U� �G►� � I�rsc. - 1. S 5j6" Gyp. - Z. St-oPG -Ccc>r- L. L. = [(o Ps r- 'ZWZ® lb' o. L 3/a" T4 41 .S/S' 6 7 P. �.Xm4� i �aeL L. L, = H n 0aF W Z_c> psf-- 7-44 7-44 e W' O, L. 31 P LY w o® v spa" 6llf't.W`T-+��CY•�C.r ZYb 0L47,T.ov-1 �z Gyp. Zig ® zti" 0. L LY W", -O �QGL-iwi Y �14►�+, b �.5-�(.N l l7'RF�� T-ty 0N�`t �oo a� TRL Q w : 61-1. vxF -4 tb Psr I.33'/L f z� = Z */1 � r 3(s7-0li vsF , g�� � �I+�� 1(0' = t47. ♦ C�(.OPSF+ 3t S0 -E -a, : 39,yog'= - ss, s sw3 kx�ti = toz,4i cW3 ,' o /. ZS ( 13 CDC.) �L�I.FLTZorJ' " 4 So ►+C. hFGfLR.. Pm -J}w•C„ F --T7Lw.G r-fL �U-( wood , arr - S r- to r� g� i.T -TPrL -i.- pial �t t l s s t 14 �� o ((F.lf, a o o ®0000 O o e o O o Qa Z Z O Y ' t i r -v--- S cS - Z o ZcZNtS - ZO S f iL - 14 S %C -r T -C 4 ' H iIM�T�aza� 3 Z 1 S 4r -4Q. --p prvoLL:, 3 ii Z C 3/b 4 t" + t Z LSA) = -�L s,aZ l S = Z(� ((�' s/g�42,',Z * �, 16's { I7z�s(ik.z,�) 5'3,x! r w3 C N l "ILAj- r .. tl - .. .�,... ♦ ,...r^r fTllQlrJ"CSI.: L j( t` X11 Cows. r. TC, 13 7.1 L% 13 LBA4g. I,f u,- 3 L eA U.00 640 D, 035 Z./ c ! ?—O t / +t.3 43 Z&L NT L. . _ . , __ ._.,.+ �..- .n t• I.. ... r.... s. 4pw:.ti+�f,.,ryrl rt.E4T..:v.�.w'o'; �•�Tr�•,�,.A� •�K. ell i sf g" pox 0s 3 to -1 Liy-LA LP4-A r.A.,34 C)p .3 0 sr- 51e:' � A. Z � .3 707A -)L 4-4 fe. -.- Sal -Ar U�E.w•e r e_ v [.:S -C WCL Z3� V5 c el I-+yo41, w 3y, M r -w -a C." CA- L..4e&r-r- �L Oct I /93, �2-�sz= �b �i U934��• .(lZ'��.1 - I � � � L►J� �y�,y = IDZ. �i - L 1. 3,3 S RwN ��►��� �e� ss T� � ��o W�.T�+�. Qs:�o�,A�,��a� � �• 33fo Iry < V.�.r� ALF-Qy 1) joy s - K, r%4107 zr %-41 cl-3 I C -i 0 q4 Kok�►�. oma. 11z" .0 Y. ( e ds Q 0 /IZON B O(mrC )-,-,j PZI— 'TvQ o F (vo- Lc...T2,sb 1t-Ul ® 9" aC , c- PftA aTw• C40ft (71k%LC—Tkv66 7>' 3)t4- TJ G. �0 A� f 0 ?Cloy Q: It a i 14 ►� �o ae Cea t Sf 8 PLYw000 � � 30Tf�' ���eS � 1 •. I I kx4 �sar EAu+ �r�o;o�.i7Aw�... � � s • , '' .i . (Cx- �ae� s rw r. 7 e i S' rv'y. E ., ,, 3.5' A I bZI w.sr yg s,-a.�►� Tj> 4v.N Pomr f G��-L,4a•6 cam 13 ego -+ �OC NASI. 16aS ® IbNO,C, } e.R Z cs4 r To IA— Ct�, 1 iy Zap S.,�aY SµG hX(A ��ar -T04.14 o IWL '16 o's 4D4, fC. C., PL T&% FLOM t>=Sr • t� Sues Z)c/Z rlQ oL67 , rr �:- .-. .I 1 .».. ... � ..1.� ....... . w'y..-tr.-..s+...�..... �e.l-w..•+v..- 1'^--.^p-....w.-.r T.. i"r.T:b+rve'^S+.-.v e.n'�'Iwo'w.lv..rr...�. .-,.T.. •- M a tae c ox Sly "T,� b�Y wo ov wl to 0.- -p i OTIf C s - Lv4 lit a tae c ox Sly "T,� b�Y wo ov wl to 0.- -p i OTIf C s - Lv4 a Tom ►�..e Is. iID" t k G O,A t,zp _ 3,5' _SZCC, �. E ; stt�AQ��9►Jl�l- �E7flZL- $1g � A ,3 r--� C AS -=.P Epi -ou v.% vi A- T' wawa yuy ;omr �'1p La►�c.Q., SLA-$ b� � -��ge� o c c C� 3Nu.e 3- nss y" C.o.,.� ZrovwS � POgSSTV Q$Lfl �S{� 3 0 0 0 OF (=rASLO.Gr, . vS� ZSDO fst � LDr�cp-�'� ��- • n /� uT�D 'tomT CN(a 'rbR.. ��tlaoaa� �.O►.�(L�f�1 Softek Services Ltd KOKAL HOME FRONT OF GARAGE ***_INITIALIZING _DATA **+: Job Description: KOKAL HOME Frame Description: FRONT OF GARAGE Structure Parameters Members ........... 20 Joints 20 Springs ........... 14 Sections .......... 4 Materials Load Cases ........ 4 Load Combinations 4 User Name: A.M.D. Analysis Options Linear Elastic Analysis Imperial Units Bandwidth Optimization Load Case.1 specified as self -weight P -FRAME _1.05 (c )._Copyright 1982 _ 1988 Softek Services Ltd Head Office: 5729 West Boulevard, Ste 2 Vancouver, B.C. V6M 3W9 Canada (604)263-2726 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. P -FRAME Input Data Str No. 11 A.M.D. 25 Oct 90 09:03 am *** SPRING DATA *** Spring Spring Loaded Softek. Services Ltd Spring Stiffness Number Joint Number (1 to 3) KOIAL HOME 1 1 2 120 FRONT OF GARAGE 2 2 60 - 4 *** JOINT DATA *** 2 67.5 120 Joint X - coord. Y - coord. X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 1 1 1 2 1.75 0 0 1 1 10 - 0 1 1 1 4 4 0 1 1 1 6 0 1 1 1 6 8 14 2 120 7 10 0 1 1 1 8 It 0 1 1 1 q 14 0 1 1 1 10 16 0 1 1 1 11 18 0 1 1 1 12 2i; 0 1 1 1 13 20.5 (! o 1 1 14 21.5 0 1 1 1 15 1.75 6.87 1 1 1 16 2.5 6.87 17 6.5 6.87 1 1 1 18 12 6.87 1 1 1 17 17 6.87 1 1 1 20 20.5 6.8; 1 1 1 Note; Deqree of Freedom: 0=restrained 1=free j=coupled to joint *** SPRING DATA *** Spring Spring Loaded Direction Spring Stiffness Number Joint Number (1 to 3) (K/ft or K-ft/rad) 1 1 2 120 2 2 60 - 4 - .4 2 67.5 120 5^ � 120 6 6 2 120 7 7 ^ i 120 8 8 2 12i� q q 2 120 10 1C) 2 120 11 11 2 1?0 12 12 75 1' 1� 2 60 14 14 2 120 Notes: I. Suring direction 1 = global X; 2 = global Y (linear springs). 2. Spring direction = Z (torsional spring). P -FRAME Input Data Str No. 11 A.M.D. 25 Oct 90 09:03 am Sec X -sectional No. Area (int) 1 L 25 J 77 54.5 4 46.3,7 Plastic Moment Capacity (K -ft) 0 f� Q Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. Softek Services Ltd ***_MATERIAL KOK'AL HOME Material Youngmod FRONT OF GARAGE Density Coeff Exp Fy Yield ***_SECTION PROPERTY DATA Mom. Inertia Shear Area Section Mod (in4) (int) (in3) 4218.75 225 562.5 16821.3 77 853,4 40719 54.5 385.4 678.48 46.37 102.41 Plastic Moment Capacity (K -ft) 0 f� Q Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. Notes: I. Elastic Modulus (Young's Modulus) is mandatory. 2. For non -zero Shear Nodulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). Non -zero density is required if self -weight is specified and member weight is to he considered (linear elastic and plastic analysis). 4, Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. ***_MATERIAL PROPERTY DATA *** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 3321 1328 .15 fr it 2 1600 640 .035 it it Notes: I. Elastic Modulus (Young's Modulus) is mandatory. 2. For non -zero Shear Nodulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). Non -zero density is required if self -weight is specified and member weight is to he considered (linear elastic and plastic analysis). 4, Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. P -FRAME Input Data Str No. 11 A.M.D. 15 Oct 70 09:03 am ***_MEMHER_CONNECTIVITY DATA *** Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint -Number Number End Type End Type Type (ft) 1 1 2 1 1 1 1 1 1.75 ,25 _ 3 4 1 1 1 1 1 2. 4 4 5 1 1 1 1 1 2, 5 5 6 1 1 1 1 1 2. 6 6 7 1 1 1 1 1 7 7 .2. 8 B 9 9 9 10 10 10 11 1 1 1 1 1 2, P -FRAME Input Data Str No. 11 A.M.D. 15 Oct 70 09:03 am Softek Services Ltd I(OKAL HOME FRONT OF GARAGE Member Lower Greater Section Material Lower Greater Attribute Number. Joint Joint Number Number End Type End Type Type 11 ii 12 1 1 1 1 1 12 12 13 1 1 1 1 1 13 13 14 1 1 1 1 1 14 2 15 2 2 1 1 1 15 13 20 16 15 16 4 2 1 1 1 17 16 17. 4 18 17 18 4 2 1 1 1 19 18 19 4 2 1 1 1 20 19 20 4 2 1 1 1 • t ?,..�T^.^T.�n'f.I.+F4+,..i�•, .�: 1PTiYa�.l„?T'Y'_.. Length (f t) 2. .5 1. 6.87 6.87 .75 4. 5.5 5. 3.5 Notes: 1. Member End Types: 1=fi;ced (riqid connection) 0=pinned (pinned connection). 2. Attribute'Type 0 indicates that the member has been deleted. P -FRAME Input Data Str No. 11 A. 11. D. 25 Oct 90 09:03 am Softek Services Ltd KOKAL HOME FRONT OF GARAGE ***_LOAD_INITIALI.ZING_DATA_*** load # loaded # support # loaded describe case joints settlemnts members load case I `t i' 0 SELF LOAD 0 5 DEAD LOAD 0 0 5 LIVE LOAD 4 4 0 0 WIND LOAD Note: Load Case 1 specified as self-weiqht. Joint and Member load data for Load Case 1 is ignored.. Self -weight is automatically calulated. *** JDINT_LOAD_DATA _.*** load _case _4=_global_.joint._load5 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K -ft) 1 15 ;:674 t) c� 2 17 0 2.449 0 19 it -2.947 0 4 20 2. 1 0 Notes: 1. Joint loads act in the global coordinate system. 2. Positive Horizontal Loads act in the positive X direction. 3. Positive Vertical Loads act in the positive Y direction. 4. Positive Torsional Loads act counter -clockwise. ***_MEMBER_LOAD_DATA _*** load—case 2_=member distributedloads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 16 0 2 17 0 0 -.101 18 0 0 -. 101 4 19 0 0 -.101 5 20 0 it 7.101 load _case ._3___member_distributed_loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 16 0 0 -.261 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 i! 0 i� 0 0 0 0 0 0 0 0 0 it 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 2 17 0 0 -.261 0 3 18 0 ii -.261 6� P -FRAME Input Data A.1 -1.D. 6 0 0 0 Str No. 11 25 Oct 90 09:03 am Softek Services Ltd KOKAL HOME FRONT OF GARAGE load--case-3--- member distributed loads, Rec Mem Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 4 19 0 0 261- 4 0 0 5 20 0 -.261 rI 0 0 Notes: 1. Sloped UDL,.Projected UDL & Point Loads act in the global coordinate system. 2. Local Perpendicular, Local Parallel, Trianq_ular Loads act in the local member coordinate system. _. Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. --------------------------------------------------------------------------------------- **_LOAD_COMBINATION._DATA_*** Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 3 1 2 1 1 2 1 ;. 1 4 1 1 .67 2 .67 4 1 4 1 1.4 2 1.4 _ 1.7 4 1,7 P -FRAME Input Data Str No. 11 A.M.D. 25 Oct ?0 - -J am Softek Services Ltd KOKAL HOME FRONT OF GARAGE *** ANALYSIS_ HISTORY_*** Structure Degrees of Freedom .................. 58 Structure Half-8a'ndwidth ...................... 12 Structure Stiffness Elements ................. 696 Member with maximum half -bandwidth ............ 10 Number of Support Joints and Sprinqs 14 Structure Self -Weight (Kips) .............. 5.470 ***_SUPPORT REACTIONS *** Load _Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 0,000 .471 0.000 2 0.000 .187 0.000 0.000 .483 0.000 4 0.000 -1.414 0.000 i 1 • 1L•� •Z35 0.000 2 . 263 .089 .679 .229 0.000 4 -x.335 -.544 0.000 1 0.000 .264 0.000 2 0.000 , 099 0.000 256 0.000 4 0.000 -.585 0.000 4 1 0.1!00 .468 0.000 0.000 .160 0.000 3 0.000 .415 0.000 40.000 -.705 0.000 5 1 0.000 .466 0.000 2 0.000 .144 0.000 0.000 .371 0.000 4 0.000 -.432 0.000 6 1 0.000 .463 0.000 2 0. 000 , 1.30 0.000 3 0.000 : Softek Services Ltd KDKAL HOME FRONT OF GARAGE Load Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 8 1 V.VVV .453 V,00V -.273 2 0,000 .�22 V.O00 3 V.0VV .314 0.000 1 ` 4 0.000 .160 O.»0O 9 i 0.V00 .446 0.000 -,327 2 0,000 .i29 0.000 3 3 0.000 .334 0.000 2 4 0.000 .343 0,000 1V \ 0.000 .438 0.000 2 0.000 ,143 0. 000 3 0.000 ,371 0,000 4 0,000 ,547 0.O0O 1l � 0.000 .428 0,000 2 0.000 .163 0.000 3 0.000 .421 0. 000 4 0.000 89 0.000 �2 1 0,000 .262 0.000 2 0.000 .115 0.000 J 0.0V0 .296 0.000 4 0.000 .672 0.000 13 1 -,123 .2V8 0.000 2 -.263 .094 0.000 3 -.679 .243 0.000 4 -2.439 .577 0.000 14 i 0. 000 ,411 0,000 2 0.000 ,197 0.000 . 3 0,000 .509 0.000 4 0.000 1.314 0.000 LoadCombinationResults Joint Load X -Reaction Y -Reaction Number Combination (kips) (kips) 1 l 0.000 1.141 2 0,000 -.273 3 0.000 -.973 .4 0.000 -.661 2 1 ` 1.064 .553 2 -2.271 .009 3 -3,077 -,327 4 -3.976 _ -.081 3 \ V,VVV .619 2 0.000 .034 P -FRAM[ Linear Elastic analysis results A.M.D. Z -Reaction (K -ft) 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.0O0 SLr No. 11 25 Ort 90 09;03 am ' Softek Services Ltd KOKAL HOME ` FRONT OF GARAGE .Load.-.Cgmbination Results Joint Load X -Reaction Y -Reaction Number Combination (kips) (kips) 3 0.000 -.342 4 0,000 -.052 4 1 1).000 \.04J 2 0.000 .338 3 1).0V0 -,284 4 0,0O0 .386 5 1 0.000 ,981 2 0.000 .549 3 0,000 -,V24 4 V.000 .750 6 1 V.VVO .928 2 0.0O0 .720 3 0.600 .189 4 0.000 1.047 7 i 0.001) .896 2 0.000 ' ,879 3 0.000 ,372 4 0.V00 � 320 8 0.000 .889 2 0.600 1.049 3 0,000 .545 4 V.000 1.611 9 1 0.000 ,909 2 0.000 1,251 3 0. 060 .728 4 0.000 1.955 10 1 0.000 ,952 2 0.000 1,499 3 0.000 .937 4 0.000 2.375 �1 1 0.000 1.V\2 2 0,000 1.801 3 0.000 1.185 4 0.000 2.884 12 ' . i 0.000 .672 2 0.000 1,344 3 0,000 ,924 4 0.000 2.173 13 1 -1'064 .545 2 -3.503 1,122 3 -2'697 .780 P -FRAME Linear Elastic ana)va*�is results A`M'U, Z -Reaction (K -ft> 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0. 000 0.000 0.000 0.000 O.0OV 0.000 0.000 0.000 0.000 0.000 0.000 0,066 0.000 0. 000 0,000 0.000 0.000 0.000 0. 000 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 Str No. 1\ 25 Oct 90 09:03 am Softek: Services 'Ltd KOK.AL HOME ' FRONT OF GARAGE Load Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 4 -5.840 1.818 ix, 000 14 1 0.000 1.117 0.000 2 0,000 2.432 0,000 7 0.000 1.722 0.000 4 0,000 3,951 0,000 Notes: 1. Positive X=reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. _. Positive t Z -reactions act counter -clockwise. +�** JOINT_DISPLACEMENTS *** Load -Case ._Results Joint Load X-Displ. Y-Displ. Rotation Number Case (in) (in) (rad) ` 1 1 0.00000 -.04708 0.00000 2 0.00000 -.01870 ,00004 0.00000 -.04837 . 00011, 4 0.00000 .14138 -.00155 2 1 xj, 00000. . 0470.1 .00001 2 0,00000 -:01775 .00005' _ 0.00000 -.04587 .00012 4 0.00000 .10875 -.00157 0. 00000 -.046 ' 99 .0006 1 0,00000 -.01759 .00005 0.00000 -.04546 .00013 4 0,00000 .10408 -.00154 4 1 0.00000 -.04679 .00001 2 0.00000 -.01605 .00007 0.00000 -.04147 .00018 4 0.00001) ` . 070533 -.00127 5 1 0.00000 -.04656 .00001 r 0.00000 -.01437 .00006 _ 0.00000 =.0:1715 .00017 4 0.00000 •.04319 -.00103 6 1 0. 00000 -, 04625 , 6,0062 , 2 0,00000 -.01300 .00005 0.00000 -.0.3359 .00012 4 0.00000 .02080 -.00086 P -FRAME Linear Elastic analysis results Str.No. 11 A. M.J. 25 Oct 90 09:03 am Saftek Services Ltd KOh;AL NOME FRONT OF GARAGE Load_Case_Results Joint Load X-Displ. Y-Displ. Rotation Number Case (in) (in) (rad) 7 1 0.00000 -,04583 ,00002 2 0.00000 -.01221 .000012 3 (-:, 111)0111) -, 01)155 .00005 4, 0.00000 .00169 -.00076 8 1 0.00000 -.04529 .00003 2 0.00000 -,01217 -.00001- - 0.00000 -.03144 -.00004 4 0,00000 -.01603 -.00074 .9 1 ir, iri�0ir0 , 164460 .`170003 2 0,00000 -.01291 -.00005 7711 0.00000 -.0.'_.,335 -.00012 4 0.00000 -.03426• -.•00080 10 1 0.00000 -.04378 .00004 2 0,00(700 -.01435 -.00007 .' ir, 0000tr .03707 , 0010 10 4 - 0.00000 -.15475 -.0007.7 11 1 i).00000 -.04284 .00004 2 0.00000 .-.01627 -.00008 _ 0.00000 -.04205 -.00022 4 0.00000 -.07889 -.00110 12 i ir,06000 -.04184-.0160164 2 0. 00010 -,.161834 -.'00008 _ 0, 00000 .04738 -. 00021 4 0.11110(1(1 -. 1C%755 -.00129 - 13 1 0.00000 -. 04160 ' .00004 2- 0.00000 -.01BB2 -.00008 3 0.00000 -.04862 -.00020 4 0.00000 -..11546 -.001'4 ' 14 1 0, 011000 -. (14 109 .'00004 2 0.00000 -.01971 -.,00007 Q. 000110 -•, 015093 -.00019 4 0.00000 -.1314.' -.00133 15 1 -.00122 -.164712 .00001 2 -.00155 -.01840 . -.00003 .00401 -.04754 -.00009 4 .14848 .11006 -.00175 16 1 -.00123 -.04717 -.00002 L r -.00158 -.1121124 -.0003(1 3 -.00409 .05230 -.oO078 4 .14844 .09761 -.00117 17 1 -.001711 --.04963 -, i0006 .F' -FRAME Linear Elastic analy=is re-zults Str No'. 11 A.M.D. 25 Oct 90 .09:03 am 5oftek Services Ltd KOKAL HOME FRONT OF GARAGE Load._Case_Results_ Joint Load X-Displ. Number Case (in) 2 -. Ut1175 -.00453 4 .14822 18 1 -.00142 2 -.00199 _ -.00514 4 .14792 19 1 -.1)1)152 2 -.00220 - -.00569 4 .14765 211 1 -.110159 -.00235 1 -.00607 4 .14746 Load Combination_Results. Joint Load X-Displ. Number Combination (in) 1 1 6.00000 2 0.00000 3 0.000100 4 0.x)0000 2 1 0.00000 0.00000 3 0.00000 4 1).001)110 _ 1 i1, 1100111 2 i), 00000 _ 0.00000 4 0.00006 4 1 0.00000 2 U. 00000 - 0.00000 4 0.00000 5 1• 0.00000 0.00000 3 0, 00000 4 0.00000 6. 1 0.00000 2 0.00000 0.00000 P -FRAME Linear Elastic analysis results A. M. D. Y-Displ. (in) -.05271- -.13-620 .07636 -.05045 -.117847 -.20278 •-.00463 .04516 -. 04531 -.11710 '-.08379 -.04174 -.01969 -.05088 -. 11778 Y-Displ. fin) -.11411 112727 .097a1 .06610 -.11062 -.00188 .06536 .01623 -.11004 -.00596 .Q6081 .00924 -. 104.32 -, 11-'78 02843 -.0.3858 -.098118 -.05489 00236 -.0751)4 -.09284 -.07204 -.01'890 Rotation (rad) -.00076 -,00196 -.00054 .00005 .00013 , 00035 -.00156 110011 .000177 1)0200 -.60078 . 1)0003 .00019 .-00050 -.00167 Rotation (rad) .00016 -.00,1•'9 -,00152 00018 11()13 9 -. 1111154 00239 . 1)01119 -.00134 -.00150 -,00230 .00026 -.,00101 -,00121 -.00174 .00024 -.00079 -.00098 -.00136 1)01118 -.00068 -.00082 5tr No. 11 25 Oct 90 09:03 am Softek Services Ltd KOKAL HOME FRONT OF GARAGE Load -Combination Results Joint Load X-Displ. Number Combination (in) ` 4 V,V0V00 7 \ 0.00000 2 0. 60000 ' 3 O.00000 4 0.00000 8 i 0.00000 2 0.00000 3 0.00000 4 ` V.00V0o 9 1 6.00000 2 V.VOVV0 3 0.60000 4' 0.00000 10 10.00000 ' 2 0.0VV00 3 0.0O0O0 4 V.V0VVV 1l i 0.00000 2 V.V00VV 3 0.00000 4 0.00000 12 ` 0.o0O00 2 0,00000 3 ` 0.00000 '4 0.00000 13 � 0.00000 2 0.00000 3 0.00000 4 0.00000 14 1 .0.00000 2 0.00000 3 0.60000 4 0.00000 15 1, -.00678 2 .14170 3 .\4663 4 .24\73 16 1 -.V069l 2 ,14153 3 .\4656 4 ,24145 P -FRAME Linear Elastic analv,.:is results A.N.D. Y-Displ. <in) -.1047V -.08960 -.V879-1 -.03710 -'13204 -,0OB9O -,10493 -.05453 7.1,6l15 -.09086 -,12513 -.V7279 -,19546 -.O9520 -.14994 -.09369 -.23746 -.\0\i6 -,18005 -'/1849 -,28836 ^ -.\0756 -.21511 -,14787 -'34764 -.\0904 -.22450 -,15594 -.36352 -.I1172 -.24315 -.17216 -.J9512 -.\\306 -.00300 ,06616 ,01455 -.11971 -.V2211 05244 -.O1736 Rotation (rad) -.00117 .0O0O8 -.0O068 -.0O074 -.VO\16 -.0O0O3 -.0VO77 -,00073 -.VV13� -.O0013 -,V0093 -.O0081 -.V0158 -.O0022 -.00l\4 -,00095 00193- 00026 01930O026 -.V0136 -,OO1\3 -.002JV -.00025 -.00154 -.O0132 -.V0260 -.00023 -,0O1.57 -.00136 -.00266 ` -.00023 -.V0156 -,O0135 -.00264 -,00A1O -.VO186 -.O0177 -.00315 001 IL -.00227 -.00\38 -.00377 Str No. 11 25 Oct 90 09:03 am Load Combination Results Joint Load Number Combination 17 1 -.00760 2 -.00278 4 18 1 .14617 .00780 -.00109 4 19 1 2 -.00855 7 4 2!r 1 2 -.3.36::;4 4 Softek Services Ltd KOKAL HOME. FRONT OF GARAGE X-Displ. Y-Displ. Rotation (in) (in) (rad) -.00760 -.23854 -.00278 .140621 -.16218 -.00332 .14617 .00780 -.00109 .2?498 -.24500 -.00539 -.00855 -.3317ir .O0053 .179.7••8 -.3.36::;4 -.00103 .14564 -.07101 -.00144 .23746 -.5.3309 Of) 180 -, Crir941 -.270758 .00288 .13824 -.29136 .00210 .14516 -.14440 -.00019 .23613 -.46817 .0330 .01001 -.11232 . it Cr lr 14 .131745 -.23010 -.00095 .14482 -.15894 -.00152 .23484 -.717274 -.00168 Notes: 1. Positive X -displacements are in the positive global X direction. 2. Positive Y -displacements are in the positive global Y direction. 7. Positive Z -displacements are counter-clockwise.---------------------------------------------------------------------------------- *** MEMBER FORCES *** Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ No. Case (kips) (kips) (K -ft) 1 1 i?. Cit)0 .47/1 0.000 0, 000 2 0.000 .187 0.000 1.425 ti 0.000 .48" O.UUO -.004 4 0.000 -1.414 0.000 0.000 1 rj, p(�Cr .063 .065 .610 2 0.000 -.693 -1.598 .201 .078 0.000 -1.791 -4.129 4 O.; )00 .004 -13.854 '- 1 0.000 .268 .056 2 0.000 -.594 -1.425 3 0.000 -1.536 -3.681 4 0.000 -.582 -13.855 4 1 0.000 .267 -.012 2 0.000 -.434 -.236 P -FRAME Linear Elastic analvsis results A. M, D. Axial @ GJ Shear @ GJ BM @ GJ (kips) (kips) (K -ft) 0.000 -.061 .465 0.O00 -.187 .327 0.000 -.483 .846 0, 000 1.414 -2. 474 0, 000 -. irir4 -.056 n, OW) .693 1.425 0.000 1.791 3.681 0.000 -.004 13.855 0.000 . 2x.10 .012 0.000 .594 .'236 0.000 1.536 .610 0.000 .582 12.691 0.000 .201 .078 0.00n .434 -.631 Str No.`ll 25 Oct 90 09:03. am we £0:60 06 130 SZ 11 'ON -11S Lbb'L= 6L9' bCIS'Z- SLO'£- £94* 696'- �T£'- £Zi' Vol* - 00010 bt£'i 00010 00010 .6 QS 000'6 000'0 L61' 60016 00010 Tib' 000*0 ZZ7'6- 899'- 000*0 7ZL'Z /20 -T - 000'o £Solt tr£9'- 00010 VTZ'- L821 00610 90r. 6- boil 00010 606'1 ib£'I- 000 *0 L2L', 6TS'- 000.0 OST'- IC£' CItjO'tj L6Z'6- £68' 000"o 6LL'- tZ6'- 00010 00010 £b0` 167' cjOU'CI 019'L- TWI 000'0 OZ9'Z-• OSS'- 000.0 VT0'1.- -9ST'• Vol'- 00010 9911. 09Z' 000'0 6Z9'6-. z.BL'T• 00010 O7L'£- 91Z'- OCICI''tj 066'1- 680- 00010 LOZ' L 2' iICICI'iI Z90'1- VV6'1 a 00010 £ST'b- 860' 00010 L09'I- BC'0' :100'0 y0'0 cttjl)'o 177' (J(III'lj 978'7 LZ6'T Ci0C1'0 L96'£- tit, CICItj'Ct BLI' ..09i' 00010 SBI' ITZ' 010010 6L9'9 .61L'1 000*0 07UL'£ 6VL' 000,0 11Z'.t- 06Z' 000'0 8£I' b67' OIICI'(I LIT '01 !L87 -,I CIC010 Z£9'1- iZI'T 000'o Z90'1 (sdij) ,(sdTj) r9 a,we,. r9 a Jea4S r9 a Ietxd 39h>3f19 30 IN083 3WOH WMA A p11 sa3TAJaS JaJ}oS a, 111'U s j insaa s is,+, jPUe :) 1!se 13 Jeau c1' 3WV8J-d b87'^ 6L9'- b0S'Z ILZ'I �9Z'- 696' Z 0£S' £7T'- trt£'I- tri'I- 0000 V bUS'- 609'- 000"0 L6T'.- L61'- 000'0 Z V6Z'- LLT!- 00 0,0 909'6 899' 00010 tr b06'I- L£9'I 006'0 L£L'- V£9' 000'0 Z 0S1' 690'- 000,0 t ZI L6Z'6 Vol'- 00010 b 6 L L 0o0,0 10 6IS' 000'0 7 £btj'- 8£T' 60010 T IT 0IS'L268'-00 b (179.7 176 y0'0 cttjl)'o trT011 9S£' OtjCI'Ct . y ' 9911- BLI' 00010 t 01 6Z9'V. ibtr'T- 00610 V 07UL'£ 09S' 00010 CIbV't £i;'Z' 000'0 Z L0Z'- 60Z' 006'6 t 6 Z90'1 £8L'T- 000'0 b 291'b 917' 006'0 L09 '.I tr8o' 0)00'0 7 I.VIIa'— 7i7' ()(1o" I B 9Z8'Z- trb6'i- 000'CI V LS6'£860'- 000'0 i�S'i 82`0 0100'0 y S8I'- 86Z` 000'0 t L 6L9'9- LZ6'I- 00010 b 0£1'£ bib'- 00010 TiZ'i 091'- 000'0 Z 8£T'- 89z oclo,o I 9 LTt'0T- .61L'T- 000'0 V 729'1 6bL - 000'0 £ 067'- 00010 7 y BLIj'— 697' IIl)Ij'lI 1 S I69'ZI- L8Z',I- 00010 V 0I9'- 1711. 00010 M -A) (sdij) ase0 ON Cl a WH ri Jea48 Cl IeTxy peol.waw 5}insaa ase peon 39h>3f19 30 IN083 3WOH WMA A p11 sa3TAJaS JaJ}oS Softek Services Ltd KOKAL HOME FRONT OF GARAGE Load_Case_Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) 4 -1.961 3..'_,35 16.328 1.961 -3.335 6.583 15 1 .198 .123 .508 -,10; .335 2 .925 ,26.3 -.856 -.925 -.2163 2.661 3 2.-90. .679 -2.213 -2,390 -.679 6.877 4 2.459 2.439 10.536 -2.459 -2.439 6.220 16 1 .12 .3 .104.'13 -.1213 -.096 -.2138 . 263 . 969 .3 ii7 -, 263 -. 893 -2.377 _ .679 2.504 7.947 -.679 -2.308 -6.143 4 .339 -1.961 -6.583 1:961 5.112 17 1 .1213 096 ^'8 . �.:V - ^7 . 12 _, -. 051 .056 Z .2163 .893 2.377 -.263 -.489 .388 .679 2.308 6.143 -.679 -1.264 1.002 4 .339 -1.961 -5.112 7.339 1.961 '=2.733 18 1 .123 .051 -.056 -.123 .011 .166 2 .263 .489 - -.388 -.263 .066 1,551 .679 1.2164 -1.002 -.679 .171. 4.008 4 .339 .488 21.733 -.339 -.488 -.051 19 1 .123 -,011 -.166 -.123 .067 -.030 2 .216' T.Obb -1.551 -.263-.043 .679 -.171 -4.003 -.679 1.476 -.111 4 .339 .488 .051 -,.;39 -.488 2.388 114 - . 067 .070 - ^- . 12.. .107 -.335 2 .263 -.571 .043 -.26.3 .925 -2.661 3 .679 -1.476 .111 -.679 2.390 -6.877 4 .339 -2.459 -2.388 -..339 1. 459 -6.220 Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ°• BM @ GJ No. Comb. (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 0, 000 1 . 141 0. 000 ii, 000 -.73-1. 1.638 . 2 0.000 -,773 0.000 0.000 .b83 -.836 0.000 =.973 0.000 0.000 1.248 -1.943 4 0.000 -.661 0,000 0,000 1.235 -1.659 2 1 0.000 -2.4221 -5.663 0.000 2.481 5.050 2 0.0,00 -2.418 -19.516 0,000 2.477 18.905 3 0.000 -.419 -14.881 0.000 .458 14.772 4 0.000 -3.9212 -72.713 0.000 4.004 31.727 7. 1 0.000 -1.86_ 2-5.050 t�, pOCi . 2. a.;0 , .858 2 0.000 -2.443 -18.905 0,000 2.912 .13:549 3 0.000 -.800 -14.772 0.000 1.114 12.857 4 0.000 -4.056 -31.727 0.000 4.7142 22.959 P -FRAME Linear Elastic analysis results Str No. 11 A.M.D. 25 Oct 70 09:03 am Softek Services Ltd 1.:01:AL H 0 M E FRO14T OF GARAGE Load. Combination Results Mem Load Axial @ LJ Shear`@ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) ' (K -ft) 4 1 0,000 -1.287 -.858 0.00)) 1.756 -2.185 2 0.000 -2.574 -13.549 0.000 -•x.043 7.932. 0.000 -•1.398 -12:857 U.Li04 1,712 9.746 4 0.400 -4.7126 -22.95.9 0,000 4.982 13.651 5 1 0.000 -.775 2.185 0.000 1.244 -4.204 2 0.000 -'2.494 -7.932 0.000 2.963 2:475 _ p, 000 -1.736 -9.746 0.000 2,. 0 5.960 4 0,000 -4.232 -13.651 0,001) 4.888 4.530 6 1 0,000 -.315 4.204 0,000 .784 -5.304 2 0. 000 -2.242 -2.475 0.000 2.711 -2.478 _ 0.000 -1.861 -5. 961) C), i)C)p 2.175J 1.924 4 0,000 - .841 -4.5170 0.000 4.498 -3.809 7 1 0, 000 5. 304 p, ciC)p .357 -.5.549 2 0.000 -1.832 2.478 O. 004 2.301 -6.611 - 0.000 1.80' -1.924 0.0011 2.117 -1.997 4 0.000 3.809 0,000 3.833 -10.819 8 1 0.000 .532 5.549 0,000 -,063 -4.953 2 0,000 -1.251 b. 611 0,000 1.720 -9.582 3 0,000 -1.572 1.997 0,000 1.886 •-5.455 . 4 0,000-^ ^^^ L . 444 10.819 0,000 2.878. 715.920 9 ) 0.000 .972 4.953 0.000 -.503 -3.478 2 0,060 -.469 9.582 0.040. .938 -10.989 0,000 -1.158 5.455 0,000 L: 472 -8.085 4 0.000 -.924 15.920 4.000 1.580 -18.423 10 1 0.000 1.455 3.478 0,000 -.986 -1.037 2 0,000 .562 10.989 0.000 -.093 -10.1334 7 0.000-.535 8.085 0.000 .849 -9.474 4 0,0011. ,795 18.423 0.000 -.138 -17.490 11 1 0.000 1.998 1•.037 0.000 -1.529 2.491 2 0,000 •1.894 10.334 0,000 -1.425 -7.015 _ 0.000 .336 9.470 0.000 -.02'1 -9.113 4 0.000 -.022 17.490 0.000 -2.366 -12.102 12 1 0.000 2.202 -2.491 0,000 -2.084 3.562 L 0,000 2.769 7.015 0,400 -2.652 -5.660 0, 1100 .946 0-113 0, 000 -.867' .-8.660 4 0,000 4.539 12.102 0.000 -4.374 -9.874 13 1 0,000 -.883 -1.400 0.000 1.117 0.000 2 0,000 -2.197 -2.314 Q-000 2.4'2 0.000 0,000 -'1.565 -1.643 0,000 1.722 0.004 4 0.000 =3.623 -3.787 0,000 :1.451. 0.400 14 1 3.706 -1.064 4.025 :.577 1.664 -11.336 F -FRAME Linear- Elastic analysis results Str No. 11 A.M.J. 25 QcL 90 09:03 am Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter --clockwise. *** MEMBER STRESSES *** Load_Case_Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 0.0 2.1 0.0 0.0 0.0 2 0.0 -•? -9.9 -9.9 9.9 2 1 0.0 .8 0.0 0.0 0.0 P -FRAME Linear Elastic analysis results Str No. 11 A. Pi. D. 25 Oct 90 09:03 am : .. :.. - ate,. .r^.aw'',P; ,.,•.,,;.f.�s.. Softek Services Ltd KOKAL HOME FRONT OF GARAGE Load Combination_Results . Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1.745 2.271 20.353 -1.616 -2.271 -4.753 ._ -1.156 _.077 16.825 1.242 -_.077 4.313 4 2.605 3.976 .34.377 =2.425 -3.976 -7.063 15 .1 3'.512 1.064 -2.562 -7.421 -1.064 9.873 2 5.972 3.503 7.974 -5.881 -3.503 16.093 3 3.211 2.697 (0.303 -3.150 -2.647 8.227 4 9.815 5.840 13.661 -9.688 -5.840 26.459 .16 1 1.064 •3.577 11.3'6 -1.064 --3.297 -8.758 2 1.403 1.616 4.753 -1.403 -1.336 -3.646 _ .597 -1.`24,2 -4.'1 -..597 1.,299 3.360 4 2.,271) 2.425 7.063 -2.270 -1.975 -5.413 17 1 1.064 3.297 8.758 -1.064 -1.804 1.446 2 1.403 1.336 3.646 -1.403 .157 -1.287 _ .597-1.299 -3.360 -.597 1.599 -2.436 4 2.270 1.975 5.413 -2:270 .429 -2.321 18 1 1.064 1.804 -1.446 -1.064 .249 5.724 1.403 4 29,2 1.287 -1.403 -.239 5.674 .597 .8502.436 -.597 -.4.36 1.099 4 2.270 3.734 2.321 -2.270 - i► .43_ 9.130 19 1 1.064 -.249 -5.724 -1.064 2.115 -.184 2 1 . 40.3 . ""<39 -5.674 -1.403 1.627 2..203 _ .597 .4136 -1.099 -.597 -.060 2.339 4 2.270 .430 -9.130 -2. 270 2.575 3.767 20 1 1.064 -2.115 .184 -1.064 3.421 -9.673 2 1.403 -4.574 -2.203 -1.403 5.881 -16.093 _ .597 -2.887 -2.339 -.597 3.150 -B.227 4 2.270 =7.585 -3.767 -2.270 9.6BB -26.459 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter --clockwise. *** MEMBER STRESSES *** Load_Case_Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 0.0 2.1 0.0 0.0 0.0 2 0.0 -•? -9.9 -9.9 9.9 2 1 0.0 .8 0.0 0.0 0.0 P -FRAME Linear Elastic analysis results Str No. 11 A. Pi. D. 25 Oct 90 09:03 am 41 Softek Services Ltd KOKAL HOME FRONT OF GARAGE Load_Case_Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) ^ 0,0 -.8 -7.0 -7.0 7.0 3 1 0, 0 t. 1 0.0 0, (, 0, 11 -18.0 -18.0 1B.0 4 1 0.0 -6.3 0.0 171.0 0.0 0.0 6.3 52).8 52.8 -52.8 1.4 1.4 -1.4 i,, t, 1.2 2 0. i, -?. 1 -314. 1 -34.1 34.1 _ ii, Ij :;. 1 -30.4 -30.4 3U. 4 _ 0.0 -B.0 -88.1 -88.1 88.1 - 0.0 8.0 -78.5 -78.5 78.5 4 ^ 0.0 0.0 -295.5 -295.5 295.5 3 0.0 0.0 -295.6 -295.6 295.6 1 _ 0.0 1.2 -1.2 4 0.0 .9 .2 2 U.0 -2.6 -30.4 -30.4 30'. 4 4 ij,lj 2.6 -5.0 -5.0 5.0 - _ 0.0 -6.8 -78.5 -78.5 78.5 4 0.0 6.8 -13.0 -13.0 13.0 4 .71 0.0 -2.6 -295.6 -295.6 295.6 4 0.0 2.6 -270.7 -270.7 270.7 4 1 4 .2 5 0.0 .9 -1.7 -1.7 1.7 2 4 0.0 -1.9 -5.0 -5.0 5.0 5 Ij,0 1.9 1.3.5 13.5 -13.5 3 4 0.0 -5.0 -13.0 -13.0 13.0 5 0,0 5.0 34.8 34.8 -34.8 4. 4 0,0 -5.7 -270. 7 -270.7 270.7 5 0.0 5.7 -215.8 -215.8 215.8 5 1 5 0.0 1.2 -1.7 -1.7 1:7 6 0.0 . 9-2.9 1-.9 2 5 0.0 13.5 -13.5 6 0.0 1.3 25.8 25.8 -25.8 3 5 fi,i, 34.8 '4.8 -34.8 6 0.0 3.3 66.8 66.8 -66.8 4 5 0.0' -7.6 -215.8 -215.8 215.8 6 0.0 7.6 -142.5 -142.5 142.5 L 1 6-2.4 -^ c.9 2.9 7 0.0 .9 -3.9 -3.9 3.9 2 6 0.0 -.7 25.B 25.8 -25.8 7 U,0.0X2.7 ., , 32.7 -32.7 _ 6 0.0 -1.8 66.8 66.8 -66.8 7 0.0 1.8 84.4 84.4 -84.4 4 6 0.0 -8.6 -142.5 -142.5 142.5 7 0.0 8.6 -60.7 -60.3 60.3 P -FRAME Linear Elastic analvsis•.results Str No. 11 A.M.D. 25 Oct 90 09: 03 am - .-..... . - ..-r�..h�x+ i �T..: RST M•f,.^sY.:.^�, Softek Services Ltd KOKAL HOME FRONT OF GARAGE Load_ Case._ Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 7 1 7-3.9 -3.9 3.9 1.0 -4.5 -4.5 4.5 8 0.0 .2 34._ 34.3 -34.3 7 0.0 -.4 84.4 84.4 -84.4 8 i;,0 .4 88.6 88.6 -88.6 4 7 0.0 -8.6 -60.3 -60.360.3 8 0.0 8.6 «.' 22•7 -22.7 8 1 8 0.0 1.0 -4.5 -4.5 4.5 S 0.0 1.1 -4.4 -4.4 4.4 8 0.0 .4 34.3 •J 34 ' -34.3 8 0.0 1.0 88.6 88.6 -88.6 9 0.0 -1.0 79.4 79.4 -79.4 4 8 0.0 -7.9 22.7 22.7 -22.7 0.0 7.9 98.7 98.7 -98.7 9 1 9 0.0 .9 -4.4 -4.4 4.4 10 0. 01 • L - 7 • - J -' J . J . 3 9 i; , :) .9 30.7 0.7 -30.7 10 0.0 -.S 21.6 21.6 -21.6 p 0.0 2.4 79.4 79.4 -79.4 1l; 0. 0 -2.4 55.9 55.9 -55.9 4 9 0.0 ,-6.4 98.7 98.7 -98.7 10 0.0 6.4 160.2 160.2 -160.2 10 1 10 0.0 .8 -J.J -J.J J.3 11 0.0. 1._ -,9 -.S .9 t0 0.0 1.6 21.6 21.6 - 2 1 . 6 11 0.0 -1.6 6.4 6.4 -6.4 3 10 0.0 4.1 55.9 55.9 -55.9 11 0.0. -4.1 16.6 16.6 -16.6 4 10 0.0 -4.0 160.2 160.2 -160.2 It 0.0 4.0 198.:. 148.' -198.3 11 1 tl 0.0 .6 -.9 -.9 .9 12 0.0 1.5 7.2 _.2 -3.2 6. 4 6.4 -6. 4 12 0.0 -2.' -15.7 -15.7 15.7 11 0.0 6.0 16.6 16.6 -16.6 12 0.0 -6.0 -40.6 -40.6 40.6 4 11, 0.0 -.5 198.3 198.3 -198.3 12 0.i? .5 202.8 202.8 -202.8 L -3.2. 13 0.0 .8 4.6 4.6 -4.6 2 12 0.-0 2.9 -15.7 -15.7 15.7 t3 0.0• -2,8 -22.5 -22.5 22.5 12 0.0 7.3 -40.6 -40.6 40.6 13 %,�; -7.' -58.1 -58.1 58.1 P -FRAME Linear Elastic analvsis results Str No. 11 A.H.D. 25 Oct 90 09:03 am • h it 0 m z, co ,J cr, Ln �. ICL Iw m n r jm w o im r r•J �- J. CJ N - -r_ CJ IhJ J� CJ r+J -r- CA r•J J, C-4 r•.J Js U1 w �- M. CL im � im ru lul ti z C- IF O o m V CO -J V R --J R -J Q' -J Cr- R Ln Cr- cn R Ln Cr Ln C. C:J •:> CA C� C:J C. GJ Ln PJ Ln r -i r_n AJ Ln N .A GJ 4� C•J J=. C:J J- CA C:J r•.J m cul rt 1, - In - rt n Ili v x _ ut ... a� I I I i I i I I I I I i �'• w �-' 1 I ! I .•` n+ I I I I 1 I 1 1 I I Ja J:. J. -C rJ rJ W iA r n- 1 I - - -C Ln r -J PJ V V 4- 47 Ln CA IhJ r.J V V .4� Z- CA Ln PJ t•J Ln Ln G•J• GJ -•J •-J rJ C•J CJI Ln rJ rJ PJ NJ .- C9 ,'. C. O C - , C. ,,� Z::. . 'n .- . . ••J n- O- �, / Cd Cr c -. �.! �! IT Cr C J C: J IT Cr V �J R R �•-' •-' m m C• - G- Cn Ln , Ln . U7 lT R {� _ ,., O ,� _- '� �- ,:� •�. - Ul U 0 • i -n Ill - -I it In m o :r m 10 L O T �•-• - ut r ►• w D - til.A N •A .•' �-- 1 J� J� •A Ln �' r -.3I -R. •-" �••" 1 I • P. A O r m t' J N-4 -0 C• -O ' �•' pJ rJ N - 3 4. K7 C� AJ r•J -F. PJ tJ- 1. Jr- hJ r.J C•J C.^J CO CO ' CJ C•J .- r r_n Ln rJ r.J I .- hJ rJ -1l 'C-4 - ._ Cr hJ GJ CJ m Q- 1 . - . - CJ CJ 03 Cv C-4 -O C.•J CO CO Ln Ln CO CO G-4 C -J C•J CJ CO m 4. 4. R . R N m 'A (..-J �J m CO Ln Ln G7 C7 D n m m m D In m m .. m m r i I I I I 1 ul d C- r 1G-4 F CJI V 1 rJ Ln V -I d rJ C -J .- CEJ rJ I 1 I 1 I rJ r• I �- AJ ►'• �'• 4. _ I r.] JJ �-` ••-• Ja -J I f..) -O V •-(A V Cr r•J (4-o Pi .-. Cr- CO 1..)r•. -O N �-- J4- � r-. I r•J i I .O C CJI -o O- C. -43 V -O Ln m Cr- V � -o '-` m C. V R 1:4 CO J=. CO rJ Cr- O Ln RJ -O .- R -A V J:+ V ,.i Co C _ ✓ 4. Cr- R r•-) co J� 4p0- (A m � IT -O .•. 1-..l1-..lLn G J7 lb Ln J5 _ -O V -J �-- ►- -O -O -J •A m R R V rJ N -O J=. .a .. '• -O •.. rJ C L: J -J m 0 v ul o ..-4 rJ I I C4 o- �- V 1 rJ Cr -J V J7 hJ C-4 rJ PJ N •-• I I I I rJ I I I ►� r -•J ►'• , Ln Ln rJ 1=' c. -4O cn Vi N O V O •-- V Ln t J C:J -iJ m Ln �•' -o -a- �-' — : R Ln V C•J .-. hJ t -O C. 3 �- rJ -u t-.3 R rJ Ln �- IQ -G Ln o- CO Ln Cr- rJ -a Ln J; m rJ CO rJ -o C -•J 11.3rJ, -•J Ln QJ C.•J o cn C4•� o m •�, �• i- , R R rJ w ' C3 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ;^1 •-- '--• rJ -O W r-- �-- .-� -O tQ rJ CJ V r R -O -J 11J C- CO -O Cj m m Cr- 4. r.J ... hJ V �! "I •,� CJI •✓ ••� ,,:� -O •:� RJ •�• CJ - V m , _ - ao - .O - 0- cq _ C. -I I I ..I I 1 1 1 1 I I - I 1 N 0 -O' W CJI — VFJ I Ln V V -O 'tJ'C-•J 1 . I .-- (A r I IJ r I I I tJ "• 1 ,. •• W ►- r•J -O O CJ C4 m 4J rO R CJ -Z:, m R rA GJ -l. V V rJ R ►'• ►._O • - 1,•J Ln W 1 rJ JJ O � 9 •� 0 -O Cr- W V •r rJ J' -O 3a CJ O A A Ln •P R O -O m C•J O CJI CJI -O m -O m A f. m Cn O Cn .A C. CO O C, 4. O R R rJ w . "r m •A m -.j -O Ln V ••' -O N O Ln W Ln IJ• CJ V Ln C, W V 00 Ln m 0 C. •) -O C> r -J C• C•J V m - - Softel, Services Ltd KOKAL HOME FRONT OF GARAGE Load_Case_Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal' No. Case No. (psi) (psi) (psi) (psi) (psi) 18 -5.7 1.4 -181.7 -187.4 176.1 17 -14'.6 27.3 -117.4 -132:1 102.8 18 --14.67 . 7 -469.6 -484. 2 455.0 4 17 - 7 . 3 10. 5 '••<<i, :; 711.9 -327.6 ` 18 -7.3 -10.5 6.0 -1.4 19 1 18 -2.6 -.2 -19.4 -22.1 16.8 19 -2.6 1.5 ,..5 .9 -6.2 13 -5.7 -1.4 -181.7 -187.4 176.1 19 -5.7 12.3 5.0 -,6 -10,7 _ 18 -14.6 -3.7 -469.6 -484.2 455.0 19 -14.6 31.8 13.0 -1.6:� -27.7 4 18 -7._. 10.5 6.0 -1.4 -13.3 19 -7.3 -10.5 -279.8 -287.1 272:5 20 1 19 -2.6 -1.5 3.5 .9 -6.2 2i! -2.6 2.3 39.3 36.6 -41.9 4 19 -5,•7 -12.3 5.0 -.6 -10.7 20 -5.7 19.9 311.8 306.2 -317.5 _ 19 -14.6 -31.8 13.0 -1.6 -27.7 20 -14.6 51.5 805.8 791.2 -820.4 4 19 -7._ -53.0 -279.3 -287.1 272..5 20 -7.3 53.0 728,8 721.5 -736.1 Load_Combination_Resul_ts Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 1 1 0.0 5.1 i!,0 G,0 0.0 2 0.9 - _ . 2 -34.9 -34.9 34.9 2 1 O.il ••1.'2 i1, 11 n,il .O.0 2 0,0 3.0 17.8 17.8 -17.8 1 0.0 -4.3 0.0 0.0 0.0 2 0,0 5.5 41.5 41.5 -41.5 q 0.6 0,0 0.0 2 0.0 5.5 35.4 35.4• -35.4 0.0 -10.8 -120.8 -120.8 120.8 _ 0.0 11.0 -107.7 -107.7 107:,7 2 2 0.0 -10.7 -416.4 -416.4 416.4 3 0,0 11.0 -403.3 -403.3. 403,' _ 0.0 -1.9 -317,5 -317.5 317.5 • 0.0 2 .015.1 -.1 15.1 315.1 4 2 0.0 -17.'4 -698.0 -693.0 698.0 0.0 17.8 -676.8 -676.8 676.•8 1 _ 0.0 -8.3 -107.7 -107.7 107.7 4 -0.0 10.4 -18,.'_ -18.' 18.3 3 0.0 --10.9 -403.3 -403-3 403.3 4 0.0 12.9 -289.1 -289.1 289.1 _ 3 Vii, it -3.6 -315. 1 -315. 1 315, 1 F -FRAME Linear Elastic analysis result; 5tr No. 11 A. M. D. 25 OCL 70 09:03 am Softek Services Ltd k:OKAL HOME FRONT OF GARAGE Load_Combination Results . I Mem Load Joint Axial Shear Bending, Top Normal Bot Normal No. Comb. No. (psi) (psi) (psi) (psi) (psi) 4 0.0 5.0 -274.3 274.3 4 - 0.0 -18.0 -676.8 -676.8• 676.8 4 0.0 20.9 -4B9.8 -4.89.8 489.8 4 1 4 0.0 -5.7. -18.3 -18.3 18.3 5 0.o 7.8 46.6 46.6 -46.6 2 4 '0.0 -11.4 -289.1 -289.1 289.1 -16-9. 2 -1169.2 169:2 - 4 •0.0 -6.2 -274._ -273._ 274.3 5 0.0 7.6 -207.9 -207.9 207.9 4 4 0.0 -19.2 7489.8 -489.8 489.8 5 0.0 22.1 -291.2 91.2 5 1 5 0.0 -3.4 46.646.6 -46.6 6 0.0 5.5, 89.7 89.7. -69.7' 2 5 0.0 -11.1 -16'9.2 -169.2 169.2 6 1),0 17.2-52.8 52.8 - 0.0 -7.7 -207.9 =207.9 207.9 6 0.0 9'.1 -121.1 -127.1 127.1 4 5-2 291.2 91.2 291.2 6 .7' -96.6 -96.6 96.6 6 1 6 -1.4 89.7 89.7 -69.7 0.0 7.5 113.1 117.1 -113.1 2 6 0.0 -10,0 -52.8 -52.8 52.8 7 0:0 12.0 52.9 52.9' -52.9 0.0B.7 -127.1 -127.1 127.1 7 0.0 9.7 -41.0 -41.0. 41.0 4 6 0.0 -17.1' -96.6 -96.6a 96.6 7 !f•0 20.0 81.3 81.3 -81.3 1 0.0 .5 11.i. 1 117. 1 -113.1 B 0.0 1.6 1'13.4 118.4. -118.4 2 7 0.'0 -8.1 52.9 52.9 -52.9 10:2 141.0 141.0• -141.0 _ 7 0.0 -B.0 :-41.0 -41.0 41.0 8 0,0„ 9.4 42.6 42.6 -42.6 4 7 0.0 -14.1 81.3 81.3.' 'B1.3 8 0.0 17.0 23'u.8 230.8 -230.8 8 1 8 0,0 2.4 118.4 118.4 -118.4 9 0.0 105.7 105.7' -105.7 2 8 0.0 -5.6 141.0 141.0 -141.0 9 0.0 7.6 204.4 204.4 -204.4 :, 8 0.0 -7.0 42.6 42.6 -42.6 9 0,0 8.4 116.4 116.4 -116.4 4 8 0.0 -9.9 230.8 230.8 -230.8 9 0.0 12.8 3.'9.6 339.6 -339.6 9 1 9 0.0 4.3 105,7 105.7 -105.7 10 0.0 -2.2 74.2 74.2 -74.2 P -FRAME Linear Elastic analysis, reBUIts Str' No. 11 A.M.D. 'S Oct 90 .0.9:03 am 0 Softek Services Ltd KOKAL HONE FRONT OF GARAGE LoadCombination Results Mem Load Joint Axial Shear No. Comb No. (psi) (psi), 204.4 -204.4 4.2 234.4 234.4 -234.4 5.1 10 0,0 -116.4 6.5 _ 172.5 -172.5 - '_,.;9, 6 339. 6 10 0.0 393, 0 393, C) 4 9- 74.2 74.2 -74.2 4:4 10 0 0 -22.1 10 1 1C) Ij,0 .4 220.5 220.5 11 0,0 - 172.5 2 10 !j.0 202. 0 -202. 0 _.5 11 393.0 -393.0 -.b373.1 -7 -373.1 8.9 11 0,0 4 1C) 0.0 220.5 -220,5 _.? 11 0.0 -149.7 it 1 11 0.0 -.1 194.4 194.4 12 0.0 - 3735.1 2 11 o.0 259. 2 -250. 2 9.8 12 0.0 - 9.3 z 11 0.0 2.3 149.7 149.7 12 0,0 120.7 120.7 4 11 C!, 0 1 -194.4 3.9 12 0.0 -1 i)•2 .258.2 258.2 -258.2 9.4 210.6 210.6 1- 0.0 - • J 2 12 0,0 1 0.0 9.8 1.� 0.0 -1 0.8 Ij, 0 12 0,0 7.0 -35.1 -35.1 t: 0.0 - 0,0 4 12 0.0 2 80.8 7.6 1' 0,0 -1 13 1 17 Ij. U _ 159.4 112.9 14 0.0 ^86.2 263.5 -308.8 9.5 66.8 45.8 -87.8. 0,0 14 0.0 1 0,0 7 17- 76.8 1.6 48•'_x.4 449.6 14 0.0 99.3• 67.8 4 iti 0.0 -1 Str No. 11 14 0.0 1 14 1 _ -48.1 -1 15 -46.5 t 2 2 15 - 2 1 . 0 -2 3 2 15.0 4 15 16,1 -4 4 2 -•33 . 5 15 - 'IT 1.5 - F'' -FRAME Linear Elastic analysis results A. t;. D. 51.6 Bending Top Normal Bot Normal (psi) (psi) (psi) 2.1 204,4 204.4 -204.4 4.2 234.4 234.4 -234.4 5.1 116.4 116.4 -116.4 6.5 172.5 172.5 -172.5 4. 1 '_,.;9, 6 339. 6 -339. 6 7.0 393, 0 393, C) -39,x. 0 6.5. 74.2 74.2 -74.2 4:4 22.1 22.1 -22.1 2.5 234,4 234.4 -234.4 .4 220.5 220.5 -220.5 2.4 172.5 172.5 -172.5 202. 0 -202. 0 _.5 "393.0 393.0 -393.0 -.b373.1 -373.1 8.9 6.8 53.1 8.4 220.5 220.5 -220,5 _.? 149.7 149.7 -149.7 1.5 202.0 202.0 -202.0 -.1 194.4 194.4 -194.4 3.4 373.1 3735.1 -3730.1 !) • 5 258.2 259. 2 -250. 2 9.8 53.1 -5.x.1 53.1 9.3 -76.0 -76.0 76.0 2.3 149.7 149.7 -149.7 1.8 120.7 120.7 -121x,7 4.2 194.4 194.,4 -194.4 3.9 184.7 184,7 -184.7 i)•2 .258.2 258.2 -258.2 9.4 210.6 210.6 -210.6 9 • 'J • J 21.3 5.0 0.0 0.0 0.0 9.8 -49.4 -49.4 49.4 0.8 Ij, 0 0.0 0.0 7.0 -35.1 -35.1 35.1 7.7 0.0 0,0 0.0 6,1 -80.8 -80.8 80.8 7.6 0.0 0.0 0.0 3.8 56.6 8.5 -10)4.7 3.8 159.4 112.9 -205,9 9.5 ^86.2 263.5 -308.8 9.5 66.8 45.8 -87.8. 0,0 236.6 251.6 -221.6 0,0 -60,6 -44.5 76.8 1.6 48•'_x.4 449.6 -517.2 99.3• 67.8 -130.8 Str No. 11 25 O.ct 90 09:03 am ' � ^ Softek Services Ltd � KOKAL HOME FRONT OF GARAGE Mem Load Joint Axial Shear Bending To/ Normal Bot Normal No. Comb No. (psi > (psi > (psi > ' (psi > (psi) 15 1 13 -64'4 19 5 -79,8 -144,2 15.3 20 -62'8 -19.5 -307.4 -370.2 244.6 2 13 -109'6 64.3 248'3 138.7 -J57.9 20 -107.9 -64'3 -5O\.\ -609.0 393.2 � 13 -58'9 49'5 320._8 261.9 -379.7 20 -57.8 -49.5 -256'2 -314.0 198.4 4 \3 -180'1 107'2 425'4 245.3 -605.5 20 -l77,O -1V7.2 -823.8 -\,001.6 646,1 16 1 15 -23'V 77'1 1.328.3 1.305.3 -1.351.2 16 -71.1 1,026.2 1.003.12-1,O49.1 2 �5 -3V.3 34.9 556.9 526'6 -587.2 16 -3O.3 -28'R427.2 396.9 -457.4 3 15 -�2'9 -26'8 -505.4 -518.2 492.5 16 -12.9 28.V -393.7 -406.6 380.8 4 15 -49'0 52.3 827'6 778'7 -876.6 16 -49.0 -4%'6 634.3 585.3 -683,2 17 \ 16 -23,V 71,1 1.026.2 11003.2 -1,049.1 \7 -23.0 -38,9 -169.4 -192.4 146.5 2 16 -30.J 28'8 427.2 396'9 -457.4 17 -30.3 3.4 150.8 120.6 -161.1 3 16-28.� -393.7 -406.6 380.8 34.5 285.4 272.5 -298.3 4 16 -49'0 42,6 634.3 585.3 -683.2 17 _49.0 9.2 272,O 223.0 -32O.9 I8 1 17 -23.0 38.9 -169'4 -192.4 146.5 I8 -23.V 5.4 -670.8 -693.7 647.8 2 -17 49.4 150.8 120'6 -181.1 �8 -30.3 -5,2 -664.8 -695,1 634.6 3 \7 'i2'9 18.3 285,4 272.5 -298.3 10 -12'9 .-9,4 -128.8 -141.7 115.9 4 17 -49,V 80.5 272.V 223.0 -320.9 18 -49,0 -9.3 -1,0671.8 -1,�18.8 1,020.9 19 1 18 -23'0 -5.4 -670'8 -693.7 647.8 19 -23.0 45.6 2l.6 -1.3 -44.6 2 18 -J0,3 5.2 -664.8 -695.1 634.6 19 �-30.3 35.� -25O,2 -288.4 227.9 3 18 9.4 -128,8 -141.7 115.9 19 -12.9 -1.3 -274.0 -286.9 261.1 4 I8, -49'V 9,3 -1,069'8 -11118,8 1,02O.9 19 -49.0 55.5 -441,5 -490.4 392.5 -45'6 21'6 -1.3 -44.6 20 -23.0 73.O 1.156..9 1,133,9 -1,179.8 2 19 -J0,3 -98,6 -%5B.% -288.4 227,9 20 -30.3 126.8- 1~885.7 1,855.4 -1,916.0 3 19 '�2.9 -62.3 -274.0 -286.9 261.1 67.9 964.1 95�,2 -976.9 P -FRAME Linear Elastic ana\,sis rpsu}ts Str No 11 A. D. ^ 25 Oct 90. 09:03 am Softek Services Ltd I::OKAL HOME FRONT OF GARAGE Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 19 -49.0. -163.6 -441.5 -490.4 392.5 20 -49.0 20°.9 3,100.4 3,051.4 -3,149.3 Notes: I. Axial stress is positive for tension. Shear stress is positive for positive shear. '_. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. F --FRAME Linear Elastic analysis results A. IM. D. Str No. 11 25 a,._ t 5.0 t;9: 03 am • Certificate of Compliance: Residential Climate Zone 11 Project Tide 6) (J Building Permit N / — Project Address�_- � AS �/ f 1172 YGChedcedBy/Date Documentation Author Telephone Enforcement Agency Use Only BUILDING DATAGlass Area % Glass _ North =-�� �� C 'oned Floor Area % U Number of Stories East - 7 rSlatoeaised Floor Number of Units South 130.5 : [ Single Family Detached (SFD) [ ] Addition Alone West 8' - [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (Mn'[ ] Existing -Plus -Addition Total BUILDING SHELL INSULATION` - Component Insulation Locaflon/Cotnmenits Type R -Value (attic, .to garage, epi: cl, etc.) Wall .............. Wall .............. Roof ............. Roof ............. _ Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (bolter blind, etc.) (shsdescreem etc.) (yes/no) (metallwood) North ( ) JD L North ( ) East East ( ) South South ( ) West ( ) West ( ) d Skylight....... _ THERMAL MASS - Type/Covering Area Thickness (slab/exposed, tile, etc.) (S0 (inches) Locadon/DCscription (kitchey% bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, cEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh ��UU�-� M�1� HOT WATER SYSTEMS v P` Tank Manufacturer/Model # Q�Q System Type e (Stora a gas, etc.) Capacity or approved equal) S pe cial F G, 74 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the comoiance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requtrenwhts listed on the Certificate of compliance- Wben this checklist is incorporated into the permit documents. the features noted shall be considered by all panics as binding minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCR7P1lON DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value - §2 -5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352ft Slab odgc insulation - watu absorption rate no greater than 0396, water vapor transmission rate no greater than 2.0 perrnhnch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage, b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penctntions caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. §2.5352(d): Installation of Fireplaces I. Masonry and factory -built fireplaces have: a. Tight fitting, closeable meal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measure §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water hcatar insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating I. System has: a Orloff switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cove. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 Iumcns/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. This certificate of compliance lists the. building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Mptrr2,.Subchapter4r Article 1 of the Califomia Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purdra.ser of the building. Designer Name: Titk/Etmt: Address: Tekphortc Lic. 0- (signature) (date) Documentation Author Name: TitkJFirm: Address: Building Owner Name: Tide/Firm: Address: Tekphone (signature) (dart) Enforcement Agency Name: Agency: Telephoner 1. Ceiling Insulation 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Number of stories I R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38• 0 0 0 U -value -24 -10 4 _ 0.50 -176 -84 -54 0.30 -102 -49 �32 0.10 -26 -13 -8 0.08 -18 -9 -6.. . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 -2 5 13 27 y. Wall Insulation -17 -9 -2 Single- Single - 26 -49 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 8 15 - 22 0.80 -153 K-114 = -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 3 8 Insulation in Floor 17 16 -20 Number of stories 4 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 11 15 18 -•• 0.60 . -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace Single -Family Detached and Attached Number of stories 32 R -value One Two Three R-0 -11 -7 -5 R-5 -4 •l 3 R-11 -2 -2 -2 R-19 -1 -2 .2 - •i. Slab Edge Insulation None 0 ` ; 0 0.. Number of Stories 0 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 2 1.4 POU 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 -64 U -value East Percent .West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 •43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 - 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 . 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8_ 2 12 14 16, 18 20 -5 4 -4 -3 -2 -2 Two + 3 7. Shading (Shade Open) -�1fttectin 1Pereent Class (percent glass x SC) affective ' -14 -48 -69 -64 (.Glass North East South .West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 1a = not allowed 2 3 4 3 16. Shading (Shade Closed) Effective Pesees2t Glasa (Percent gim x SC) Effective %Glass Nath Ent South West SltftI 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 .-7 -26 -36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 3 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Wall Stories Famiy Multi Stories Mass /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 .1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 - 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 1 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 1 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - 3 x Wall Family Famiy Multi x Mass Detached Attached Family 0.00 0 0 0 1 0.20 3 2 1 -4 to 0.40 5 4 3 .15 1 .6 0.60 8 6 4 -14 0.80 10 8 5 8.5 1.00 13 10 7 3 1.20 13 12 8 -2 1.40 12 13 9 -2 1.60 10 13 11.. . 1.80 10- 12 12 4 200 10 11 13 I, 11. Heating System 6 5 4 3• 2 SE or RSPF 10 9 7 (assumes ducts In attic) 4 3 . 120 Sum of 1-6 13 11 9 7 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7. 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -17 Effective SE or HSPF .9 1 (SE or HSPF x duct efficiency) -12 Effective -25 or -24 to -14 b -4 to +6 b 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 1.9 System Type 10 8 7 6 4 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Eff. % Glass 3 x SEER x 2 = (assvmel ducts I In attic) _ X Stm of 7-10 TYPE 1 MASS AREA interior Nass/CFA -25 or -24 to rr14 b -4 to +6 to 16 or SEER less .15 1 .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 .4 8.5 -9 -7 .6 -5 -4 3 . • •.i 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 3 -3 -2 -2 -1 ; 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3• 2 11.0 10 9 7 6 4 3 . 120 15 13 11 9 7 5 13.0 20 17 ,1t 14 12 9 6 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 Effedive SEER 1 1.2 1.4 (SEER xduct efnclency) 1.9 21 23 Sten of 7-10 2.7 2.0 Effective -25 or -24 to -14b -410 +6 b 16 or SEER less -15 -6 +5 +15 more 5.0 -30 -25 -21 -17 .13 .9 1 6.0 -12 -11. -9 -7 -6 4 6.6 -5 4 -4 3 .. -2 2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23. 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 ' Zonal Control Adjustment 1.7 1.9 1 10 8 7 6 4 3 3.4 No Cooling System Installed 3.8 4 --Stories 4.5 4.7 4.9 5.1 5.3 One -5 4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached 3 32 Unit Size (SO 3.5 Water 4 ;139 121X; 1700 2200 2700 5.1 Credit redit or 1. b to to or Type Type less ,1699 2199 2699 more SG None 0 ` ; 0 0.. 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 5.8 WSB 5 3 3 2 2 1.4 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 4 Solar -1 -1 -1 0 0 5.2 HWR -18 -12 -9 -7 -6 65% WSB -25 -16 -12 -10' -8 2.2 POU -18 _42 -9 -7- -6 IG None .5 -3 -2 -2 -2 4.7 Solar 7' 5 4 3 2 5.9 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 2.9 Solar 8 5 4 3 3 4.1 POU -10 -6 -5 4 -3 5.4 Multi -Family (Individual units) 6 6.2 64 } Unit Size (sQ 1.3 Water 1.7 699 700 1200 1700 2200 Heater Credit or b t0 b or Type Type less 1699 2199 more SG None _1199 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.5 WSB 9 4 3 2 2 4.1 POU 9 5 3 r, 2 2 SE None -45 -23 -15 -11 -9 1.7 Solar 2 1 1 0 0 2.9 HWR -23 -12 -8 -6 -5 4.2 WSB -25 -13 -8 -6 .5 52 _ PQU _23 =12_8 _ __-6 �i -5 7 n None -8 -4 -3 -2 -2; " - Solar 6 3 2 1 1 _ POU 1 0 0 0 0 IE None 30 715 -10 -8 -6 5.9 Solar 18 - 9 6 4 4 1.6 POU -8 -d -3 -2 -2 Interior Mass/CFA t TTt6 2 WS SC- Eff. % Glass 3 x x 2 = X U _ X = TYPE 1 MASS AREA interior Nass/CFA % COND. FLOOR AREA " TYPE 2 MASS AREA 8 1 t.7.11i14.4.21 l�t.d .l.b) Exterior Wall Mass ND. L OR AREA X Effective SE SE or HSPF l TYPE 1 MASS (UI11C 4.2, lexposed e: i slab) -- HSPF [0.5615.15] �" XIq SEER [9'5] Duct Efficiency (0.74] Effective SEER [7.03] 5 a/ 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 65`66 70% 7S% 80% W. 90% 95% 100% 105% 110% 115% 120% 125` OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 2.0 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 2S 2.7 2.0 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 -5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 21 29 3.1 3.3 3.5 37 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.8 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.8 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.0 21 2.3 25 2.7 3 3.2 9.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 59 6.1 63 65 67 90%."' 1.5 1.7 2 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 S3 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3 3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6 8 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.8 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6 9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 5 8 6 6.2 6.S 6.7 6.9 7.1 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.e 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 . SCORE CARD Measures 1. Ceiling Insulation R30 or R -value 1381 U -value [0.030] 2. Wall Insulation or R -value [11] U -value [0.098] 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System . Zonal Control? (,Y / N ) 13. WaferlHeatiing or R -value [ 191 U -value [0.037] or R -value (0] F2 factor [0.77] Standard Type [double] U -value [0.65] 90 Total Glais (16] % Glass SC Eff. % Glass I. a.a x= X = ---� X (� X = LQ % Glass SC- Eff. % Glass 3 x x 2 = X U _ X = TYPE 1 MASS AREA interior Nass/CFA % COND. FLOOR AREA " TYPE 2 MASS AREA 8 Exterior Wall Mass ND. L OR AREA X Effective SE SE or HSPF Duct Efficiency [0.781 or [0.72/6.6] HSPF [0.5615.15] �" XIq SEER [9'5] Duct Efficiency (0.74] Effective SEER [7.03] 5 a/ Type [SG] Credit [none] Point Scores �-a 0 __5 Sum 7-10 Point Total. i LOUNGE AREA 1. C N I G N V I L L I-- M L) APPROM rlrButte onme wHeM N090202 -'LANNI, G DIVISION - BUILDING i.AN A? �_( b - �,ot)� Date: Other, ,-_ Signature: 1 f i i t I W 0 NER. TO DETERMINE A OF POOL ON DAY �i�M PF 0 :Ak IROXIMATE ELEVATION F EXCAVATION. POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. NOTE SCALE 1/4" = 110' PLASTER GREYS POSSIBLE PEGELE-TEC � .5--( 0) SALES OFFICE Environmental Health MAR 0 2 2005 Chico, CA PERMIT OFFICE PHONE NO. MGR. JOB NO. SALESMAN MAP BOOK NO. r" T E 2 -HP WATIER FALL PUMP LEGAL DESCRIPTICH AP 017-140-040 LOT NO: TRACT NO. BOOK PAGE--BLOCK- MAILING BLOCKMAILING ADDRESS NAME N. BY ADDRES CK'D. •Y PRINTS S- C - GENERAL SPECIFICATIONS SIZEZZ xrjQAREA 820 0DEPTH S6``TO r -v SHAPE CUSTOM PERIMETER 130 TEMPLATE NO. �-''~ CUSTOM�� TILE SIZE x 6 „ TILE COLOR 0 T S COPING N O COPING COLOR N Q POOL CAPACITY 34,000 GALS. PUMP CAPACITY I I Q G.P.M. MOTOR H.P. 11/2 H.P. FILTER 48 SO. FT. FILTER RATE 110 G.P.M. TURNOVER S 3 HRS. VACUUM LINE & SKIMMER 2 RETURN LINE 2 MAIN DRAIN 1 112- SKIMMER - MODEL 2 U -3 BACKWASH TO DIS LINE OF 'Y:" FILL LINE ANTI -SYPHON VALVE A I J T O F I L HEATER N 0 SIZE NO BTU GASLINE BY: NO VENTED BY: N 0 LIGHT 3— 250 CW) CLOCK 220 (V) ELECTRIC BY: C IL F, P ELECTRICAL BONDING BY: C F, P POOL CLEANER POOL -VA C CHLO91NATOR N 0 BOARD -SIZE N 0 COLOR NO BOARD SUPPORTS- N O LADDER -Model Ii SLIDE -M Cola ^� 0 STUB PLUMB ❑ YES e- N0 TILE b COPING P--A-SAP ❑ OTN DECK BY: C F P TREES, ETC. CONCRETE REMOVAL BY: CJ RAISED BOND BEAM:/ YES ❑ NO V} HEIGHT WIDTH s SWIMMING POOL STEVE AND PAULA KOKEL 12133 CENTERVIL-E RD CHICO CA CROSS STREETS RES. PHONE898`07I7 'BUS. PHONE CARE -FREE POOLS #9 Alyssum Way Chico, California 95928 Bill Bell Contr. Lic. #380826 Phone 342-4639 6 a":4A c,wm 1 wal