Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
069-330-039
69-33=39.' u. OWENS,Rl5y ' 88 River r, Crroville (ij.sf) .069-33-39 0872301. 'BU-rL]qp,- DICK& DON 88 RIVERV�W' O CARTER CONST. ;.NEW.SF3.BEDROOMap- 19. r 069-330-039� . :, f, t:, -1774.N. ;. -4 - � •, r ." ' I. -6'UTLER,-RICHARD 88 RIVERVItW DROROVILLE'jPERMl,T,RENEWALlo.;-l` e ,'' ont: C VIM BUTCER ' S � F/COV/NEW GARAGE,� -5 VtXbb a:�---A-k 7 7 V. .14 X P I RE S: 3 - -Ao o BALANCE OF TEES SHEET DATE: PERMIT 4 - AS SESSOR :ASSESSOR PARCEL #: 06 OWNER'S NAME: ��1� I� ,iCh r FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES - REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BA.SIN BC RESIDENTIAL IMPACT County Wide Chico Urban -- El El Medio North Chico Specific - $ WATER TENDER FEES $ BATTALION # FEMA. $ SNAP $ OTHER eu $ RECEIPT NLTIVMER(S) I a G) ('hk� cpl { BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #, '(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP051774 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/13/2005 . APN: 069-330-039-000 the Business and Professions Code, and my license is in full force and effect.Site License Class : License Number: Address- 88 RIVERVIEW DR ORO ` Date: ��� � Contracto • Map Index: Description: ADD(854)GAR(672)COV(336) OWNER -B ILDER DE LARATION. I hereby affirm under penalty ry that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BUTLER RICHARD L & DONA J permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 88 RIVERVIEW DRIVE signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95966-7806 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Applicant: BUTLER RICHARD L & DONA J Code: The Contractors' State License Law does not apply to an 88 RIVERVIEW DRIVE owner of property who builds or Improves thereon, and who does OROVILLE, such work himself or herself or through his or her own employees, CA provided that such improvements are not intended or offered for 95966-7806 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: WESTERN REGION DESIGNS 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.). JIM BUTLER 3061 ORANGE AVE ❑ I am Exempt under Article 3 of the Business and Professions Code OROVILLE CA 95966 Date: Owner: (530) 534-9763 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 782402 ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1862 S.F. Policy #: Valuation: $77,014.00 rG_a4'*1Icertify 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: cj� 1 1h Applica (D ('0 W RNING: Failur to secure workers' compensation coverage Is u lawful, and s subject an employer to criminal penalties and one _ �2 _ p�C J v hu usand dollars ($100,000), in addition to the cost of J compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolutions to do work Indicat d above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)—q— Date: 05 Name: gy; PERMIT EXPIRES ON: Address: Date ❑• 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the wrier. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the su stance of any o orm document of utte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspec n purp s. �" - Print Name: V ! fig' Signature Date: ❑ Owner Contractor for Owner 0 Agent for Contractor BUTT C�UNTY 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 OFAPPLICATION �6 Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" 3 CONTRACTOR OWNER Last Name .moo First Name plu Address g City O (1t.0 State Zip Phone . • , ���� Fax E-mail CONTRACTOR Name 1 V\A. Address City-O�t1�� State Gjn Zip':::"4�7G Phone��7l0� Fax E-mail Lic. #� Class ARCHITECT/ENGINEER Name ('4 A-s� Address��•-- City���� Statim Zip Phone Fax E-mail State�LWMr APPLICANT NAME Name Address City State Zip Phone Fax E-mail . • •IF-judifunia F&C office a only: Zoning Property Addr,, Flo-od Zond Cross Street El q6p(Iak} SRA r No Occ.Type Cons W Subdivision Name Map Book I Page Lot # S Pla ner �', Dat Approved: —� OVER POR JUBMITTAL REQUIREMENTS PERMIT DS BP BIN # %;z_ //, LOCATION AP# D �� Ly Property Addr,, Cross Street El q6p(Iak} WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name /1 OAhf_ Address K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: 1 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. . Received by:� Amount: Bldg O SRA Receipt #: C7J Sheriff � 577 /Z� SMIP Other Date: 5( / Total REV 2-24-05 IFr 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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). 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). O 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 2-24-05 Applicant: Butler, Richard Permit No: 05-1774 Project Type: Addn/Cov/Gar d 1069-330-039 100% 70% ` Plan Check Fees $ 461.92 $ 323.34 $ 461.92 $ 323.34 WILLDAN Fee $ 323.34 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other , Butte County Department of Development Services° �03T rF° YVONNE CHRISTOPHER, DIRECTOR o % o 7 County Center Drive 0 0 o ° ° Oroville, CA 95965 (530) 538.7601 Teirphune OUR (530) 538.7785 Facsimile TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 LO T � . srutherford a buttecountv.net SUBJECT: Plans Transmittal For Review Per Contract DATE: 7/11/2005 Applicant: Butler, Richard Permit No: 05-1774 Project Type: Addn/Cov/Gar d 1069-330-039 100% 70% ` Plan Check Fees $ 461.92 $ 323.34 $ 461.92 $ 323.34 WILLDAN Fee $ 323.34 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other , • � �- - -r'. ,. .•-�.. � . �.� ,-. � ..�� �^ r .i � Fi i-1 ^ C .. r""-ryl""'. ..r^�.r+^Y^'�v-�`r�nd" `-:.+� ++•v.�7+.�.-�.�•- . _ i . rc;^ _• ,- .'/' r` 05� f 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: BAM W*'oh-Ird ASSESSOR PARCEL NUMBER (/&/ 1 9 Proposed Building Use: Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 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 faxesl 5. Letter from Engineer or Architect for truss design review. �L 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. o 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential` buildiiigss ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) UOR'D 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ '• ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ V20ees rosion Control Plan Required........................................................................ as shown on the attached Schedule of Fees Due Sheet .............................. ❑ .. 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry Ian approval maid. Sent by: Planning approval for (A) Use: - (B)Parking: (C) Parcel Check: ...t6E Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization..................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits....................:.................................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 5311 ' !Z 71k -d)11 +/. and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. L Applicant• Date: �% J 1. Index p�rmit application for the bove lI ems numbered: Plan Check Lett r 2. litems required ontra , d'esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by ate: ntractor, 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: 011 2 Structural reviewed by: Date: Structural approved by: ' Date: Note transfer by: Date: Yellow: Building Division All of these •CI% 4-:7 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PROPOSED BUILDING USE oS J7tJ 'l�/l rG6 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ & 2. SCHOOL DISTRICT FEES 01-00111& UI11 (paid at District Office) (Available after Plan Check) 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 ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND P AN CHECK $$4 M. (paid at Building Divtsion),poQ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A.P. #0/,0- q— 3 1C/ DATE / ^ & RECEIPT # DATE REC. `fib b(b RECD 9 05 Cao 9. CSA 87 TRAFFIC FEE ' $2500.00 (paid at Building Division) , 1 .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 profess. DATE —7-&—O� Pursuant t Governme Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on ' ct. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) Department of Public Works C o u n t y o f B U t t e ® LAND DEVELOPMENT DIVISION J. Michael Crump, Director Storm Water Management Program / 7 County Center Drive Oroville. CA 95965 (530) 538-7266 AUC WCF�S (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: OE-�7 g4 VEV—V( By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality 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 California 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. I Signed: Title: Date: from the design desk of.... 41Russell, Gallaway Associates 7 ,Sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com May 20, 2005 Butte County Building Department 7 "County Center Drive Oroville, Ca. 95965 RE: Butler Residence Addition Plancheck Official: I have reviewed the truss calculations and they conform to the design forces and loads of my design.` O: em'MFLS'Sln��qk Thank you, C58201 :. �-- P 06 30 0yi Don RussellCNI CA Lic. No. C58201 OF c���;%"f Russell, Gallaway Ass ociates°' w W I LLDAN Serving Public Agencies August 23, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1774 Assessor's Parcel No: 069-330-039 Description: Butler Addn/Cov/Gar Willdan Project No: 14353-1758-M. Dear Mr. Rutherford: 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets 1 through 5 dated 03/05/05, by Cash Colby. * Structural Calculations: Two (2) copies dated 05/20/05, by Donald Russell, P.E. * Truss Review Letter: Two (2) copies dated 05/20/05, by Donald Russell, P.E. * Truss Calculations: Two (2) copies dated 04/06/05, by Jarrod Holliday P.E. * Eneru Calculations: Two (2) copies dated 05/25/05, by Marty Runnells. The plans have been stamped with the Willdan approval stamp. and dated. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Q WILLDAN ; Serving Public Agencies � •r` � !� f �- � A ' APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the. California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). r CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories 1" Floor Sq Ft 2 "d Floor Sq Ft Total Sq Ft Dwelling R-3 V -N 2 NA 854 854 Garage U-1 V -N 2 672 NA 672 Covered Porch R-3 V -N 2 NA . 336 336 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. , DEFERRED SUBMITTALS Our planreview reveals no deferied submittals. Since y,' aac Kuster- Plans Examiner ' Thank you Cc: Alice Mefford, amefford@buttecounty.net Jim Butler, 3061 Orange Ave, Oroville, CA 95966 Page 2 of 2 County of Butte 05-1774 Willdan 14353-1758 7' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 05 . IT-) School District C)V-6y W Building Department No. A.P. Number V 4un'sdiction: city County Property Owner Property Location/Address ,t",(4 -'b (- - C) <)' Subdivision Lot No. ................. iir ................................................................... Residential Development Q Q Q Sq. Footage 25ff No of Living Mobile Home �ddition/ *Supplemental to (G up. R) Units Installation Conversion Permit # *(No foundation inspection) ....................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial New Addition Department Representative District Identification No. Sq. Footage (including Exterior Roofed Areas) Date Ov-d School District certifies that 3 L,* 4 - (Applicant) (Street Address) (Phone Number) .4 C -A (City) (State) (Zip Code) has complied with the requirements afResolution No. 0 3-0,4 by payment of $ It representing square feet.' 1�13 2926 $ ULL MITIGATION $ School District Paid by Check # . Remarks: a 3 Date Nodce: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, In compliance with Govemment Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any coun action. If, subsequent to the School Dlstrfct Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fen to fully mitigate It3i Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeformids (305)ftm 3 fi 069-33-39 #98-2301 + RESIDENTIAL BUTLER, DICK & DOPW 88 RIVERVIEW CT. OROVILLE' CARTER CONST. NEW SF 3 BEDROOM PERMIT NO. PERMIT EXPIRES e 3 07 V OWNER � -,ASSESSOR PARCEL f / TLOCATION c-reo�r �lb��i �a y C . s r T- CHECKED ,. SBY R .. LOOD CERTIFI_cATE_RFO__ - ` OFFICE COPY.— �- r' • 71�. ADD - Address9 �cr-Ced%4J ;jTemF GAS i - �; _ Meter ByN Date K J IC yJ Dam-- , ' ELECTRIC �' Te Meter By Date ` JOB FINALED (Date) Signature V=OK O = Not OK Not NotReady ble 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-Clearances-Gmd-/ /Amp -Concrete' 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ /°LYt./ /LPG 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-DemandVahe-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-DepthSpadng-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = O = Not No OK RESIDENTIAL - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Z mgSetbacks-Easments-FI221SI e Ftg,,, Main; Soils -EI .gM&_/,LTrrlblaw tg. Garage; Soils-Steel-Elec. Gmd// Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsA(Vrapped 6a. H owns and Special Anchors &.-. -Slab, Steel -Wrapped 8.r Piers-Firepl tg: Steel D. ., all -Fitting -Test -2 Wa S s (f F. Gas Pipe; Size Anchor4_Yard as Piping;, 11 ater Pipe; Test -Anchors -Regulator -S est 12. Electric Underground Pienu s & Ducts; Clearance -Material -Support -Ins. ersSills-Anchor Bolts -Joists Vents-Crippies Access & Ventilation 16. Insulation Date Card B-1 Da123 rd B Dat Card B-1 Date Card B-1 Dat PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle ate 'pe; Test & Anchor -Nail Protection .V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, SeeeadFJmrXub Access Gas Pipe; Sixe & Anchors Date 4L24LIiy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s re & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors ize B es & No. of Conductors Stapled (26-11omex I stalled Close to Edge of Studs & C.J. E 'p. Ground made up w/Mech Fastners-Bond Gas & Water L29-2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes p No 31. Service -Riser Conductors & Ground -Main Disconect 32. EauiD. Clearances Panels-Motors-Mech. EDuiD. 33. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent an, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet /.a9: Attic Access & Date �+ Card B-1 r Date Card B-1 Date' Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s its Proper Materials & Anchors ells Studs -Nailing Spacing & Braces -Plates -Sound Oe-ge—aring Walls over Girders & Floor Nailing �3: Draft Stop in Walls (rat proof) �`k4DFire Stops, Furred Ceilings -Stairs -Chasers -Tubs LS!feaders & Beams -size & Bearing (Single & Duplex) Date FRAMING (Continued) Ht -Post Caps -Anchors -Connectors CI' . Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. ace Thr—oatclearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles Rd— Windows or Exiting Doors -Sill Hgt. & Dimensions L 1 Gar�ire Protection Framing perty Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers q-Nailinq Veneer Screed -Fd. Vents-Underflr. Access fdtaang Area -Glass Protection -Skylights -Plastic Shear Walls: Nailing -Bolts Brace Interior / Exterior Wall PaDels 712 61. Insulatior W�e�t>"" 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date % y Card B-1 l4r Date Card B-1 Data FINAL (Plans) -OK except #'s t Steps -Door & Sidelight Protection -Landings make Detector ace; Vents -Clearance -Comb, Air-Conector- to In Garage; Above Floor-Ducts-Mech. Protection 41�bedroom Exiting FI. & Bath Fixtures & Tub Access -Spa . Trim & Subpanel, Breaker Sizes & Labels & Rails r ove, learance-Hearth lec. Outlets at Wood Panel, Int. & Ext. it. Fmt. & Appliance; Ground. -Air Gap -Cooking Clearance Outlets & Rece ticales at Kit. Counter araa Fi oor; Swing -Landing -Closure D arage-Damper 179'—Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Gar e; Above Floor-Mech. Protection EI _h. Equip. Listed for Location Or'flec. R des in Garage G.F.I. -Romex Protection Sul ' oam-Looked in Attic 40'-G_u!LDeck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor )82. Following Instld./Drive 0 Yesalks 0 Yes ja.W Ianters 0 YeelliTo— co "-Finish C. U 'sconnect, Electrical -Plumbing A5 -Vents Above -Roof, Plbg-Appliance-Fireplace-Clearance to Openings et ica1'Plumbing Exte ' -Elec. Trim, G.F.I. Receptacle -Underground �eptdf�ion Throught House Glass Pro on s om 'ous Inspections ARI -Meters Tagged, Gas -Electric Wate Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 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: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Riverview Dr. Oroville Number and StreetCity Couni S -&division Lotlyumber DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13" Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R38 Brand Name Johns Manville Contractor/s min. installed weight/ft sq. --SW �b.� U6jq Minimum Thickness 71M I(v 26inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL MaterialFiberalas-saatts Thickness (inches) - 5.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 10.25" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R21 Brand Name Johns Manville Thermal Resistance (R -Value) R30 Brand Name Thermal Resistance (R -Val 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 Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Uertificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item #s Signature,otf Installing Subcontractor (Co. Name) Or 2 0 1999 General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcont (ctor4Co. )ame) Or General Contractor Co. ame Or Owner Installing Subcontractor (Co. ) ame) Or General Contractor Co. Name Or Owner I ?' f 11 1 r COUNTY OF BUTTE ABUILDING`DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 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 CORRECTION NOTICE 16 — -2301 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, plXc;se,,tact this office immediately. .- Z- / /—M .��� oI- !, Date .t REV 1 COUNTY OF.BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA'-' (916) 872-6307 CORRECTION NOTICE .�4 PERMIT NO. ', A routine inspection indicates that the following violations of Butte County Ordinances exist at .; the above address and should be corrected. Please notify this office when correction of work is comple �d. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. P Date REV 1 Inspector �i '.i 4�7 �Y. Date < Inspector REV)192 r COUNTY OF BUTTE,, BUILDING DIVISION .., DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 89t-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 u. 747 Elliott Road, Paradise, CA - (916) 8727-.6307 CORRECTION NOTICE r� a— a.(s OWE 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 notify 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. n X �N r �i '.i 4�7 �Y. Date < Inspector REV)192 r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND.PERMIT -�� ASSESSOR PARCEL NUMBER 069-33-0-03 ZONIN '' BUILDING PERMIT OWNER DICK AND TELEPHONE -1.894 - BUILDING VALUATION K101.FOCC. 151 _9B9 OWNERS !.AILING ADDRESS 4 T �30800 19 P79 00 CONTRACTOR'S NAME CARTES14-9763 TELEPHONE 200 9 6nn nn CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 180, 207.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 923.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 599.95 BU'1MADRERVIEW COURT, OROVILLE IV Z5�5 1(l V Plan E Ch Energy an ecng Fee ki F $ 23.00 $ PERMIT FEE $ 1..565.9511 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF JR( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 131 7.001 91.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15'00 15.00 TYPE OF WORK Nei ft Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 171.00 ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service ZD.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, �j (�., ��[[ /� and my license i's i full, force and effect.'72,e24-74- License Class Lic. No. / Z e24 -7 - OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service WDA TO 1000A 46.00 NEW CONST. DWELLING OCCUP. O AD osrssT. ( 3,5�F°: 137.24 Mumou�rLS. NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FD(TURES .00 aAL G I.50 FIX1 Ex. Occup. Dirr>Frs RENSsID.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 180..24 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' com nsation pro isions of section 3700 of the Labor Code, I shall with ly with provisi ns-.-- forthThis 7y� X Date O- - e, ture of App icant - ❑ Owner kcontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 1 20.00 Heating 2115.00 30.00 Cooling0 OO Hood 6.50 Ventilation 4 cm 4 9n PERMIT FEt $ 011.00 Mobile Home Installation Fee 1.$ Energy Inspection Fee $ 46. 00 T PE❑ TOTA FEE $2 .19 H Z. MD CDF ARC PD HD SUE permit is hereby issued under of the Butte County Code and/or indicated above for which fees have - By e/ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �� p Dat 4 ..2 9 efe ReceiptNo. WHITE-D.D.S.-B.D. C NA -AS SSOR PINK-INSPE TOR GOLDE RO-APPLICA {. J. �+` � '" y( S.r"�•Y�1'��tr'Y. �'(�"'^M��""''"r.':��^`�a•ti w��^'��= ..�f�..,�..-+?1:,: ,yl�}.I y•�.'1'^.:'i��>�"4-•' r'``_ ,r-. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES t!,BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA•95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE. QW1 +ER PROPOSED BUILDING USE BUILDING PERMIT FEES 1� l -- Balance Due .... ... . ......... $ • '7'' -- Additional Fees 'Due ........... $ -- Additional Fees Due ......... $ -- Revised Plan Checking Fee ....... $ ✓2. SCHOOL. DISTRICT FEES (paid at District Office) 3. SHERIFFmFEES. (paid at Building Division) Residential � ....... x $360.00 = $L_ Uhits Commercial (sq.ft.)..., .r x $0.03 = $ 'Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = -$ #Units Amt Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) '4 A.P. # DATE_Z RECEIPT # DATE REC t' :. . A -W 9. CSA 87 TRAFFIC,FEE $2500.00 (paid at Building. Division) 10. OTHER y 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 �� �! ✓✓ Pursuant to 4en!Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government. Code Section 66020(a). Original -Building Div. 2nd COPYAPPI 1 d1Ow�iQ" 13761 Iq (Rev. 2/97) L COUNTY, OF BUTTE, DEPARTMENT OF DEVELOPMENT, jSER -`'BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVI . LLE CA 95965 TELEPHONE (916) 538-7541 QW"0. '?1, IT PROPOSED BUILDING USE SCHEDULE OF RECEIPT OF FEES 7 A.P# DATE /4/,) 111RECEIPT # DATE REC 1 BUILDING PERMIT FEES Balance Due ................. $ Additional Fees Due ........ $ Additional Fees Due Revised Plan Checking Fee ..... $ 2. SCHOOL FEES. (paid at District Office) 9LOI� 3. SHERIFF,*`FEES (paidat Bu' I ding, Division) Residential: .......... 7 'X$360.00 $ Units Commercial (sq. ft.). x $0.03 Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . _ x = $ Commercial (sq.ft.) . . #Units Amt. - X, =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $206.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER / Z_- Z -f -V 96 4 -24-5113-L 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. f %/,,� APPLICANT DATE Pursuant to Go,, Eexit Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and -10 above may.have-bepri imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the. above mentioned*items during which you may protest. The requirements for a protest are specified*in Government Code Section 66020(a). Original -Building Div. 2nd Copy - ApplibIn't'l Jrd"Cop.y 2197Y t5D 55�/,;sr1'' '1„�,�"�`f�Lrt9"♦tT+��v'��°`'%`'n,��y��•f11.. .��AY�����wi'^' 'F'�1 �';tilYtn'�►�,TI"'��,L•�r: xr�Y4ic'i�y 1 ,Fyt',',*2,�' rL'"i.�14 ,`Y OM1:.... T ... a COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ;%#7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL -ER: ©C9 " 3 Proposed Building Use: Building Inspector: \��--v Date: 4/) —(y — At time of permit application, al advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1 items have been submitted .------------------------------------------------------------------------------------- P of plans, i&4 sets, signed by the preparer of plans .-------------- -------------------------------------------- ., Complete plans sets, signed by the pre o ans. ---. 0 ------ eered plans, 3/4 sets, witl _wig a on . 1 engineering must be shown on plans.-------- eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ )nergy Design Compliance and supporting documentation. --------- ----------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 09. anufactured Home data and ' stallation ' cttiions including Tie Down Specifications .------------------ . Fees of $ --- C---------------------------------------------------------------- Capact fees as shown ori the attached schedule. -------- -- -- - --r ------------------- lifoinia Department of Forestry plan approval/fees. - - -,_---- `e_n ------------ 1p 1_ _______________ ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval (- V Iealth Department. 1115. 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: �za�i3X�� ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- QK�I<Encroachment Permit for driveway construction approval prior to occupancy).9 1 Z - Z 1:120. Pre -inspection for required. Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ------------------------ 023. Owner-Builder ---------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). - ❑24. Letter of signature authorization. -------------------------------- �1 25. Recorded copy'of Agricultural Acknowledgment Statement. - 026. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. --------------------- 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other:------- gelephone you issuej p t, p�ocgs as ollows ❑ Mail to owner, []Mail ontractor. .7 `� ` and hold for pickup at oi_D liver with inspector. S Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, co, Air Pollutio Date: By: Copy of plans sent 11Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: < / T \ Contract6r, designer, owner, was advised of the above required data by ❑ lihone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi ion counter, by ate: Plans reviewed by: - Date: Plans approved by: Dat OZ Sets of plans on liold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Developent Services, Building Division. IL /A r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7540 P MIT No. (Rev.12/96) APPLICATION AND PERMIT ��" s ASSESSORPAROMM IABER •_.- �3 ^ mN�n _ BUILDING PERMIT °MfNER�tN SO. FT. OCC. BUILDING VALUATION OWNER9 MAUNo ADOREss CoQ` O L t U E H1LJJL:j O P.-� 01 L (,GZ oO l , CONTRACIOR•8 NAMe %D�. /1 ,,. (--� J 7� TF.�►a"n9,�� — CONTRACTOR'S MAIUNO ADOREB° 30(r o ra:fll e , 6rt)cic [ IE _r ,- CONSTRUCTION umat /r Lr DEME" MMUNG ADORES Fire lace Ib CID Q0 - Total Valuation S ARCHRECT OR ENGINEER LICENSE NO. Fllin Fee $ 20.00 Permit Fee • to S r. S ARCNRECT OR ENOWEERS MARM AOCRE89 Plan CheckingFee 5 $ WE eUt{D°gADOREss Energy Plan Checking Fee $ ; $ / 5. PERMIT FEE $ U)TNO. PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOF8TRUCTURE SF- Duplex O Mobilehome O Other °P�� Each Tr I 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TS--to Each as water heater or vent 15.00 ,00 TYPE OF WORK New X Addition O Remodel AAO'' Utilities O Installation 0 Other 0 Describe Work: Iv � � S F- ncc n`- Gas piping wystom 1 - 5 outlets 15.00 1c;, Building sewer 15.00 Mobile Home S G W 020.00 PERMIT FEE : % 1 . 00 ELECTRICAL PERMIT FlllnGf Fee 20.00 Main Service �o°OYOAo�aLIM 23.00 Z;5e"o6 q f \ ► /� �cl G� V ^ 1 1Vn/ O" y 1 �a Main Service 20" TO IOWA 46.00 im- NEW CONST. DYVEl1lJ0 OOCUP. 3.SCFT. ✓ 1 a OR ADDNS. i AGC. BIDS. !A)N•RESID.MULTFOUTLETBRANCH CIRCUFM @7.50 PSNrlIE OWER APPARATUe 8 OlR1ET q0. Ex. Occup. MffW OR MMIRES ao 0 t.00 BAL 0 .50 FD D APPIM OR Ex. Occup. ovttETs Esro. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiring 23.00 PERMIT FEE = I tZ MECHANICAL PERMIT Filing Fee 20.00 Heating /,I O Cooling -0 Hood 6.50 (Q Ventilation •X5 L PERMIT FEI= $ / Mobile Home Installation Fee $ Energy nspecdoA F 0.34. ti $ 419 �00 OOrSjTM TOTAL FEES t p• IMP COF PARCEL PD ISSUE' This permit is hereby Issueeuric er of the Butte County Code and/or indicated above for which fees have By ' PERMIT EXPIRES ON the applicable provisions ; Resolutions to do work been paid. I Date Mate) ReceiptNo=t 72rU WHITE-O.D.S.•B.O. CA Y•ASSESSO P. SPECTOR GOLDENROD -APPLICANT cot �0,0 GC �� A BUTTE COUNTY SCHOIS IMPACT FEE CERTIFICATION FORM -- (One form per Building) ^y School District e4 y L6L7 Building Oapartment No. A.131. Number o /A !1-330-0-37 Jurisdiction: Q City ©- County Property Owner G (-.1_X"',L Property Location/Address Subdivision Lot No. Residential Development d No of Living Mobile Home Addition Units Installation Sq. Footage 42 y o A (Group R) Commercial/Industrial .X , Sq. Fpotagey s:..�"-:.ew r.z.�:..,§. Nf,,_...a Addition'., i,,.... (Including Exterior Roofed Areas) Building Department imoor rians reviewea Dy scnooi uistnct versonneq 16 -13- l Date District Identification No. = . Oroyi d e- E / PinP/7 School District certifies that � � C k (Applicant) 8(3 k0IL) _--UIeLJ (Street Address) (Phone Number) Oro o r lve C� g (0 CV (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing v ocao-- square feet. School District Paid by Check # Q �1 �� —/ 9 —9 F — � by payment of S �Z yo7 B 2926 $ ULL MITIGATION $ Date Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency'that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm X AND WHEN RECORDED AlAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 i ia7 iii 1 998—ca048360 Recorded Official Records County Of Butte CANDACE J. 6RUBBS Recorder 01:57PM 06 -Nov -1998 REC FEE 10.00 CONFORM .00 Cindy Page 1 of 2 - AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT )C% FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm .' "rations. All that real property situate in the County of Butte, State of Ca lforrryj9. described as follows: Date: ix- PROPERTY State of California ) County of Bu4 ) personally appeared K_(aW1,-d. L 61ff/M_ 0-1-16t .ZJ1/)MJ, personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. 49 Lorinda M. Spencer �,yaE •;F �0 m Comm. #1089788 V ®'� ' o NOTARY PUBLIC - CALIFORNIA"' �� �' BUTTE COUNTY n Signature ea : F +� Comm. Exp. March 10, 2000-4 A.P.# NOTE TO RECORDER: DO NOT RECORD THIS SIDE :AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: A.A. -1 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) LEGAL DESCRIPTION All that certain real property situated in Section 12, Township 19 North, Range 4 East, Mount Diablo Meridian, unincorporated area, Butte County, California, being more particularly described as follows: A portion of Lot 13, and a portion of Riverview Drive, as shown on that certain map entitled, "Glendale Ridge Tract Unit No. 1", filed for record in the office of the Recorder of the County of Butte on December 6, 1927, in Book 11 of Maps, at Pages 25 and 26, further described as follows: Commencing at the Southeast corner of said Lot 13, said point also being on the West line of Riverview Drive; thence along the East line of said Lot 13, North 5' 42' East, 170.00 feet; to the Point of Beginning for the Parcel of land herein described: Thence leaving said Point of Beginning South 840 54' East, 60.00 feet to a point on the easterly right-of-way of Riverview Drive, said point also being on the existing Lake Oroville Public Utility District Boundary. Thence along said easterly right-of-way line of said Riverview Drive, and along said district boundary, North 50 42' East, 170.00 feet; Thence leaving said right-of-way line and along the centerline of Riverview Court, said line also being the Lake Oroville Public Utility District Boundary, North 840 54' West, 438.00 feet; Thence leaving said centerline and said district boundary, South 5' 42' West, 170.00 feet; Thence South 84° 54' East, 378.00 feet, to the Point of Beginning. Containing 1.71 acres more or less. MISCEL ANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and nni, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403)., _, Exterior plaster -weep sci+eeds (Section 2506)• _ --.- Proper roof pitch for roof covering (Section 1501). Roof covering type -(fire re haaard). r Foam insulation =protection a _ - i t . 36' halls and stairways ... Living area over garage - complete I -hour separation required on giu V side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). _ Combustion air for M burning appliances - L.P.G. requkements. Noise requirements on duplexes. Energy design. s Flashing at all exterior openings. C.D.F. responsible am requirements. � r' r - F � �? r; -Al July 1996 3.3 RESIDENTIAL PLAN CHECKING GUIDE SINULE FAMMY, DUPLEX AND MISCELLANEOUS ONLY " OWNER: c u1- (Q:4 / BLM D1NGPERMITNLMBER: I? PLAN CHECKER: S,-. 119 ' / - A P. NUMBER- ENER AT Zoning requirements: (side yards and number of permitted living units)., Valuation. + Plans signeddesigner >� by Proper description of work on application. Y Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. �.. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender, Trees,• etc.). F.A-U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling'equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and talc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stncker Engineering 14500 Old Condor Bridge Road Cloverdale, Oregon 97112 to 503-392-3112 i Fax 503-392-3502 COAST D, RAFTING A DESIGN 4333SWCoast Aveni" Y9 Lincoln City, ON 97367 BUTLER RESIDENCE Oroville, Qjhforn*4 0 5,143,4 OF SEISMIC & WIND STRUCTURAL CALCULATIONS November 2,1998 Revised 11113198 Stricker Engineering No ( of Pages �I 14500 Old Condor Bridge Road s Cloverdale, Oregon 97112 s 503-392-3112 ! Far 503-392-3502 Date AI Client �a 000 Job No BY Chk Project 0 ?� L. �� V �' N Vim. ? �% - ✓ - rrI'P4 . J'Lr MI VGA �. Gv ripr r 0 StriAer No tz of Pages V J - _��� �&L4 %-VILuVI U, tuyr Rvuu r t-ioueraate, Oregon yi l I Z ! 5Ua-3yZ-31 12 t FcLv 55,03-392-3502 Date I Client Job No �v By.r' " Chk Project oc�o - 1 T �' I.0 M!p /jam J �. �I, Yea x2�� 0 F Tip 92 4)11zv (G�.a unV M�alp ropellC�vZoX(2 1r . I .$tricker Engineering No 0,of Pages 14500 Old Condor Bridge Road ! Cloverdale, Oregon 97112 : 503-392-3112,t FcLx 503-392-3502 Da=te I Ijv Client Job No Jv DOO By. Chk Project U0v Mir! �,Le, Im �i r LOO T w UN w"b epn �I���o�� IN T1����►Ni 6t�'/�atiQ� wi-(r+(� �u Pow oNv ��IhTh U'�r �� STRICKER ENGINEERING 14500 Old Condor Bridge Road Cloverdale, OR 97112 ph 503-392-3112 fx 503-392-3502 MULTI -SPAN TIMBER BEAM DESIGN BUTLER TRUSS ANALOGY GENERAL DATA 0.00 - 1 All Spans Simple Support ?? # : NO Spans Length ft : 44.00 End Fixity: -158.64 Pin:Pin Beam Width in : 3.500 Beam Depth in : 15.25 CALCULATED VALUES -OK. F% -Modified Allow. psi : 1460.6 fb - Actual. psi : 1169.4 F'v-Modified Allow. psi : 118.8 N (actual) " 1.5 psi : 44.7 Moment @ Left k -in : 0.0 Moment @ Right k -in : -158.6 Max. Mom. @ Mid -Span k -in : 109.5 X -Dist ft : 17.01 Shears: Left k : 1.06 Right k : -1.66 Reaction @ Left DL k : 0.51 LL k : 0.55 Total k : 1.06 Reaction @ Right DL k : 1.96 LL k : 1.99 Total k : 3.96 Max. Defl. @ Mid Span in : -1.524 X -Dist ft : 19.36 DESIGN DATA Le: Unsupported Length ft : 0.00 Fb:Basic Allowable psi : 1200.0 Fv:Basic Allowable psi : 95.0 Elastic Modulus ksi : 1600 Load Duration Factor 1.25 APPLIED LOADS Use Live Load on This Span ? Yes Uniform...... DL pif : 30.0 LL pl.f : 32.0 QUERY VALUES e "� r. -, I 2 - 6.00 Pin:Pin 3.500 15.25 -OK- 1460.6 1169.4 118.8 63.4 -158.6 0.0 0.0 6.00 2.29 2.11 1.96 1.99 3.96 -0.98 -1.14 -2.11 0.031 2.52 0.00 1200.0 95.0 1600 1.25 No 30.0 0.0 Location ..... It : 0.00 0.00 Shear # : 1.06 2.29 Moment k -in : -0.00 -158.64 Deflection in : 0.000 0.000 Date: 11113198 L min �,yf�/y Ups r -r Page: �4 V4 -4B (c)1983-95 ENERCALC Stricker Engineering, Kw -0602017 STRICKER ENGINEERING 14500.01d )rQndor Bridge Road Cloverdale, OR 97112 ph 503-392-3112 N 503-392-3502 MULTI -SPAN TIMBER BEAM DESIGN BUTLER GENERAL DATA All Spans Simple Support ?? Spans Length End Fixity: Beam Width Beam Depth CALCULATED VALUES Pb -Modified Allow. fb - Actual. Py -Modified Allow. fy (actual) ' 1.5 ' Moment @ Left Moment @ Right Max. Mom. @ Mid -Span X -Dist Shears: Left Right Reaction @ Left DL LL Total Reaction @ Right OL LL Total Max. Oefl. @ Mid Span X -Dist DESIGN DATA Le: Unsupported Length Fb:Basic Allowable Fv:Basic Allowable Elastic Modulus Load Duration Factor APPLIED LOADS Use Live load on This Span Uniform...... OL LL QUERY VALUES - 'RUSS ANALOGY -1 2 - Location ..... NO 0.00 ft : 44.00 6.00 1.06 Pin:Pin Pin:Pin in : 3.500 3.500 in : 15.25 15.25 0.000 OK- -OK- psi : 1460.6 1460.6 psi : 1169.4 1169.4 psi : 118.8 118.8 psi : 44.7 63.4 k -in : 0.0 •1.58.6 k -in : -158.6 0.0 k -in : 109.5 0.0 ft : 17.01 6.00 k : 1.06 2.29 k : •1.66 2.11 k : 0.51 1.96 k : 0.55 1.99 k : 1.06 3.96 k : 1.96 -0.98 k : 1.99 4.14 k : 3.96 •2.11 in : •1.524 0.031 It : 19.36 2.52 ft : 0.00 0.00 psi : 1200.0 1200.0 psi : 95.0 95.0 ksi : 1600 1600 1.25 1.25 ? Yes No pif :. 30.0 30.0 pif : 32.0 0.0 Location ..... ft: 0.00 0.00 Shear # : 1.06 2.29 Moment k -in : •0.00 •158.64 Deflection in : 0.000 0.000 Date: 11113198 Page: V4.4B (c) 1983-95 ENERCALC Stricker Engineering, KW -0602017 Siricker Engineering 14500 Old Condor Bridge Road 4� Cloverdale, Oregon 97112 • 503-392-3112 t, Fax 503-392-3502 COAST DRAFTING_ & DESIGN 4333 STS Coast Avenue Lincoln City, OR 97367 BUTLER RESIDENCE Oroville, California SEISMIC & WIND STRUCTURAL CALCULATIONS November 2,1998 19 Stricker Engineerin 11 g No - of Pages IL=; --J 14500 Old Condor Bridge Raad a Cloverdale, Oregon 97112 503-3.92-3112 ? Fax 503.392-3502 ��Da=t=e --��� ��%��VGiant Tky *& apo BectY J=— Chk ProjJob No _ oil......... . Stricker Engineering Pio of Pages 14500 Old Condor Bridge Road ! Cloverdale, Oregon 97112 9 503-392-3112 t Fax 503-392-3502 _Date �� 3� %c� Client 1�. t. A+?, 1 n OD V Job No 9 D BY �— CIM Project 000USZ 1 t1' lis vb.. _ .:: USE ;7-57 w rG���,zof✓ Stricker No � of Pages 14500 OLd Condor Bridge Road i Cloverdale, Oregon 97112 503-392-31 Z2 f Fax 503-392-3502 Date (Aent Job No BY Chk-projed C> 37 &CO ciao cS WJALLS ' V7 -7 0 V2 UkIl A �Df�Z ).....37s 0 SID Z -I-S' #-/� A A I 9 MIStricker Engineering No_ of Pages � 1 i-k.wv v[a uunaor tsrtage xoaa 1 (aoueraale, Uregon 97112 ! 503.392.3112 ! Fax 503.392-3502 LDate J/ 0/3 / / 9 S Clienty.'C L� Q ,lob No / c� I QCT BY j)�&_ Chk Projecx b� OJ 1 V L F_ E-Stt E NGF G yx( WS 3A � oI '$i Stricker Engineering No Pages In 14500 Old Condor Bridge Road t Cloverdale, Oregon 971 I2 1,503-392-3 Z I2 s Fax 503.392.3.502 oace3 9b crteM LIZ Job No 000 BY Chk Pmjsa OV 1 V E \s, L . �a. opo G> \,;,m .x S' .s ` Y COLI Cho `/00 Attic X..:2.;, 9) /©oow,# k 8 1 y .� 71;f � W x (0 1'-b $q 800 file Baa w/ X S' y000 At No of Pages $ —1' Stricker Engineering 14500 Old Condor Bridge (Road ! Cloverdale, Oregon 97112 ! 503-392-3112 e Far 503-392-3m502 Date Client uf V Vw-vJob No 191t)0010 BY. Chk Project Y . '�w'oM � � ' 000 �� �► % � fi: � �, Ile, -b�oa/ (Poo �4)00 (��?pVI�J�i GoN'(INvli�( r HOLD, DOWN SCHEDULE SYMBOL POST SIZE HOLD DOWN SIZE 1 4X6 HD68 2 4X6 HD8A 3 4X6 HD1 OA SHEAR WALL `)CH E_ D U LE SYMBOL SIDES PERIMETER NAILINGJOIN1 NAILING FIELD NAILING Q 1 2" 3" STAGGER 12" O1 3" 3" STAGGER 12" C1 4" 4" 12" �J 1 6" 6» 12 BUT LI --P, OlkOVTILE'V�ES 3EMUL Q81oop Stricker Engineering 14500 Old Condor Bridge Road • Cloverdale, Oregon 97112 9 503-392-3112 * Fax 503-392-3502 COAST D, RAFTING & DESIGN 4333 STAY Coast Avenue Lincoln City, OR 97367 BUTLER RESIDENCE Oroville, California Flo.S44� m ^ ExD zoi OF SEISMIC & WIND STRUCTURAL CALCULATIONS November 2, 1998 � � 'Stricker Engineering No of Pages 14500 Old Condor Bridge Road!, Cloverdale. Oregon 97112 503-392-3112 ! Fax p5,03.392-3502 Qate ClientT�� ��r Job No BY �`=' Chk ProC,1iject V 1 V V i��� �riN - (60 - 5tricker No 1. of Pages 14500 Old Condor Bridge Road ! Cloverdale, Oregon 97112 t 503-392-3112 ! Fax 503.392-3502 Dame m 3/ AyClient utZ 1 o C? v Job No BY Chk Pmjed (X0U-T, 1 Z G JF �> USF ? S p3 CLI<Urirof✓ esq, ............:.. ................ . 6490 Strkker Engineering No � Qr Pages 14.500 Old Condor Bridge Road i Cloverdale, 1)regon 97112 503-392-3112 i, Fax 503-392-3502 Date Client Job No EIY Ghk-Projed OA 4f 37 QS -kkSA-IZ- WALLS ' z TV W4 4 Liao 4 m V? q(.PD. c- a): -7 5-0 01f 0 900 G> ;2 q.0 #/ f V, -110, lot'' A V =LPL90 D J, 31%-L 10 z TV W4 4 Liao 4 m 'Stricker Engineering NO of Pages 1 tg5uu uJia Uonaor Bridge Road ! Cloverdale, Oregon 97112 ! 503.392.3112 ! Fax 503-:392-3502 N=Daty 10/3 / 9 S client ,lob No �� l By alb� chic Praea b�oJ 1 F_ E NGE A rs) C) .f'�oLA t�owiNS . �37%�) x acv l �'� rUV �►-�� � � 3 ooh POO yxG (�l9 IN G /gym x 8,40 '31 x(o CSA .7/S All: x 1 S' S, S' - /01/ A!- /1() fix � , S' = � 000 c/vo #If V41 1i) SA '-/X& Hb 64 No o/ Paces $ 'Stricker Engineering I4500 Old Condor Bridge Road t Cloverdale, Oregort 97112 t 503-3,92-3112 ? Fax 503.392.3502 Date -10/3-0-e> cltaM � L�2 No ,61 Ovo BY bQ- Chk Project OV l V A ,1 bl:NCC 1 x \S' Z- .. a. QvO Cru co A'-� y X w}o bd you A"Ir x 71Y,v�e x. /y' c . �v,.�0. q x (0 1}D $ ytqo - s/ Nle y000 At Vag 814 7.7Y #1�' `77 y-,� x 5� s' �a oar No c4 of CIO Pages was$ Stricker Engineering 14500 Old Condor Bridge IRoad !Cloverdale, Oregon 97'112 ! 503-392-3 1 12 ! Fax 503-392-3502 Date IA Client r jV fyWV_IV4 Job No el) 97 0019 BY. Chk Project V�V ✓ " \410d p�2oVl�i�i GoN'(1 0 vi t�( t i HOLD- DOWN SCHEDULE SYMBOL POST SIZE HOLD DOWN SIZE PERIMETER NA'I'LING 4X6 HD68 2 4X6 HD8A 3 4X6 HD10A SHEAR WALL SCHEDULE SYMBOL SIDES PERIMETER NA'I'LING J61NT NAILING FIELD NAILING a2" 3" STAGGER 12" O1 3" 3" -STAGGER 12" 1 4" 4•• 12" 1 6" 6" 12" UTLEv� 'REsMEt4UL q 8 1 000 . M �.: ffattle.-toun t LAND OF NATURAL WEALTH AND .BEAUTY Date: October 13, 1998 Permit Applicant: Dick and Butler 4607 Olive Hwy. Oroville, CA 95965 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Number: 98-2301 Assessor Parcel #: 069-330-039 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton Date: October 13, 1998 Permit Applicant: Dick and Don Butler Permit Number: 98-2301 4607 Olive Hwy. Assessor Parcel #: 069-330-039 Oroville, CA 95965 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: This house requires lateral analysis by an engineer or architect. Please submit the calculations and have the engineer put all of his requirements on the plans. A plan check has not been done. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton cc: Carter Construction 3061 Orange Avenue Oroville, CA 95966 Enclosed: School fee form , 'CONTENTS TOC TABLE OF Project Title.......... BUTLER RESIDENCE Date........ 10/02/98 Project Address........ ******* ZDDDDDD OROVILLE CA. *v4.50* 3 3 Documentation Author... Barry Rubanoff ******* 3 Buildin P it # 3 ' Endeavor Homes 3 3 P.O. Box 1947 3 Plan Check / Date 3 Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @DDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPAS4 v4.50 o fr 1995 Standards by Enercomp, Inc.` 3 MICROPAS4 v4.50 File-A:BUTLER Wth-CTZ11S92 Program -TOC 3 3 User#-MP1829 User -Endeavor Homes Run -BUTLER 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY TABLE OF CONTENTS - DDDDDDDDDDDDDDDDD Page FORM C1: 1R................ 1 FORM MF ..... 1R..............., 4 FORM C -2R................. 6 HVAC SIZING.. ............. 11 IAujA saA WON p4g-sadvaa Z 092"0 G'Z2 (MN) MOBS mopulm jAujA SaA auON pqS-sadeaa z 092"o G"L (Ms) 41al mopulm Poom SaA auol\l auON z oos"o 0"22 (Ms) 4101 ao0cl IAujA saA auON p4S"saduaa z 01G"o G"9z (N) WIM mopulQ, IAujA Eau ON MON p4S"saduaa Z 06VO 0'8Z (N) :.}451M IAujA saA MON pjS"sadaaa z 0=0 WWI (M) moue ao0cl IAujA SaA MON Pqs.sadeaa Z 062"0 O"OG (M) 1388 mopu !M IAuTA saA MON pIS-saduaa z 092"o 8"9L (M) MOBS mopulm. IAujA saA MON p4s"saduaa Z 06WO G"ZT (s) 41al MDPQTM., jAujA saA, MON PIB.Sadeaa z OTG"o 8"19 (s) 4kal mopy"M.'', IAujA saA MON p4S-saduaa Z 06WO Z'6b (3) 4UOJA. mopul, TAUTA SaA MON p4S-sadeaa Z OTG"O O"GOT (3) 4UOaA mopulm,, Alaaaaaaaaa aaaa aaaaaaaaaaa aaaaaaaaaaaaaaa aaaa aaaaa aaaaa aaaaaaaaaaaaaaaaaQ,,,, adAl sul, 5ulpuqs UOT4dTjDsaa sa anTUA (IS) Ll 0 'r, 1. P.j Ll a Tl 0� 5ulwuaj /buuq aojap4m3 /5uTpuqs uua -n watj -aaAo aoTaalul 10 fl: N011VUlS3N3.:-.1 3SVUVS 01 022-0 e/u.y 0-2I U/Ll aoo(l 1MV83 z21:•i"o 0-u 02-M room aool:j DT44V 220"o 0-m 82-8 POOM joo�j t,_ o" 0-m 8"1T -H pooryl ITEM Gamma aaaaaGaG GaGaaaw aaaaGGG aGaGaaaGaaaa s4uawwO3juoT4uDoj anjuA-n anleA.0 anjUA-U adXj adA_I_ AlqwassV 5ujq4uaqS QjAu3 awuaj quauodwo3 aaaaaaaaaaaaaaaaaaaaaaaaa NOlivinSNI 11AHS SNIGlina J- ... s .... q/940 two .... OnIUA-n bUIZU19 a%aaAk-) aaau dooly 10 % ZZ ......... a5v4uanaad 5ujzuji,..3 ...1(:::1(::'•1..-:1pasleu .... adAl uoj4mna4suo3 jool-.::l I .......... saiao, j aaqwnl\l T —swun bumama io jaqwni\i (3) 5aP 96 buTnuJ 4uOaY "uoj4B4uaTjo 4uoaj 5ulplins mON ......... adAl uoj4mnaqsuo-,.) puqou4aa Allmy aj5ujS .............. adAl 5uTpITn,,.l IS Zo8Z ..... uaav aoolj pauol4lpuo,-] aaaaaaaaaaaaaaaaaaa NDIIVWHOAIrl I lVH3NA9 U3unG-unH sawOH JOAPaPuWaasn 6Z8TdW.#aasl--j E 2:J •I:'. -'AO WUOJ-wEabOad WSTTZ10-44M 2::I31inaw.allj og-VA tSVdoUojW E* nul Idwo3aauA Aq spaepuejS 9661 aOl 090A WWOU31W ...... poq4aW anualldwo,-3 !T ........... auoz aquwTI3 F a4uo /yDaH3 plaTj 0020 -WG -9% C a4uU / moaqD uuld LV6T x08 "O"d EP sawOH aoAuapu-.-._-.l E: # 41waad 5ulplIne C ;:ouvqnU A,.1.1 ;::I ... aoq4nV uoTluquawn3oa "Vo 31IIAOU(-) 6aaaaaaaaaaaaaaaaaaaz -------- ssaappV 4napoa,j 86/ZO/OT ........ a4wj 33N3alS3U U3uno .......... al4TI 4mapoad UT - All) T OGP,l !VllN3aiS3U R33Irl VIldW03 JO 3lV31AllU3',.) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Pane 2 CF -11-1 ` Project Title.......... BUTLER RESIDENCE Date........ 10/02/98 3 MICROPAS4 v4.50 File-A:BUTLER Wth-CTZ11S92 Program -FORM CF -1R 3 3 User#-MP1829 User -Endeavor Homes Run -BUTLER 3 @DDDDDDDDDDDDDDBDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY THERMAL MASS DDDDDDDDDDDD Area Thickness Type Exposed (sf) (in) Location/Comments DDDDDDDDDDDD DDDDDDDDDDDDDD DDDDDD DDDDDDDDD DDDDDDDDDDDDDDDDDDDDDDDD ` InteriorHorz Yes 12 4.0 Living Rm. HVAC SYSTEMS WATER HEATING SYSTEMS DDDDDDDDDDDDDDDDDDDDD Number in Tank Type Heater Type Distribution Type System DDDDDDDDDDDD DDDDDDDDDDD DDDDDDDDDDDDDDDDDDD DDDDDD Water Heater to meet minimum CEO Standards SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD Tank Energy Size Factor (gal) DDDDDDDD DDDDDD External Insulation R -value DDDDDDDDDD DDDDDDDDDDDD Minimum Duct Duct Thermostat Equipment Type, Efficiency Location R -value Type DDDDDDDDDDDDDDD DDDDDDDDDDDD DDDDDDDDDDDDD DDDDDDD DDDDDDDDDDDD Furnace 0.780 AFUE Crawlspace R-4.2 Setback ACPackage 10.00 SEER Crawlspace R-4.2 Setback Furnace 0.780 AFUE Crawlspace R-4.2 Setback ACPackage 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS DDDDDDDDDDDDDDDDDDDDD Number in Tank Type Heater Type Distribution Type System DDDDDDDDDDDD DDDDDDDDDDD DDDDDDDDDDDDDDDDDDD DDDDDD Water Heater to meet minimum CEO Standards SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD Tank Energy Size Factor (gal) DDDDDDDD DDDDDD External Insulation R -value DDDDDDDDDD CERT4FICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -11:1 Project Title.......... BUTLER RESIDENCE . . Date........ 10/02/98 3 MICROPAS4 v4.50 File-A:BUTLER Wth7CTZ11S92 Program -FORM CF -1R 3 3 User#-MP1829 User -Endeavor Homes Run -BUTLER 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY COMPLIANCE STATEM\ DDDDDDDDDDDDDDDDDDDD .� 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 .... UTHOR Name.... BUTLER RESIDENCE Name.... Barry Rubanoff Company. OWNER/BUILDER Company. Endeavor Homes Address. Address. P.O. Box 1947 Oroville, CA 95965 Phone... Phone... 916-534-0300 License. Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY ' Name.... Title... Agency.. Phone... Signed.. (date) p M "pamollu s4oTId sub bujuanq SnOnUTWOO ON -Z loa4uon puu aadwup anIA -:::) joa4uon puu aadwup q4Tm alu4uT aTu apTs4no - q aoop ssulb do lu4aw aTquasolo -Y.., :aAuq sanuldaall qjTnq.Aao4nuj puu AauosuW --f :::,DOT sub puli! sanueTjddV spq aAj4uaoDaa IsanRjdaajj jo uoj4ujju4suj g(a)oq-� -spaupuuls AqlTunb D30 s4aaw jgj -3aS ATdwon of pallu4sul aaTaauq uoT4ua4jjjuT jujoadS :(,)OgT -A I uo 91 puu VI sauoZ aquwlTD ul Am4upuum saalaauq aoduA s(5)og-L' " paluas puu pallneD suol4ea4auad pmt ii.-4ujoy ITu hpaddT.ijsaaqjuam smopuTm pue saoop aolaa4W -uoj4unjjj4aam uoj4uaqjj;uj puu lanjUA-n paTIT4jaD qqlm laqul aAUq s4onpoad uoj4uajsauaj painqnalnueW -q -abeNual aTu qjwTI o4 paublsap samu(_I!_i pauojqTpuonun pue pauoT4Tpuon uaam4aq smopulm pue saooa -P s1oa4uom UOjqed;Tjjxa /1_Ioj4uj4jTTuj puu saooa aojaa4x3 ls4onpoad uoj4ua;sauaA :Ll.gTT "wao; pu adQ a;umlpul -Spaupuu;S Aqllunb 333 s;aaw pallelsul do paTI13ads uollulnsul ggl-r -qmuj/wjad O -Z 1.Ju1..14 aaluaab ou a4ua uoTssTwsupaq aodeA aa4um 1%2-0 1_Ieq4 aa4uaaB ou a4ua uo1:4daosqp aa41::'m . uol;ulnsul a51::;a quIS :(I)Ogl: " sao0j; pasTea alaanuon ul g.0 wnwlulw esdoojj pawed, UT UO-q41•_jnsuT moll pasTua 2T.H wnwjujW i(p)ogym- -(Sllum ssew aolaaqxa ol Aldde qou saop) slium paweal uT uoj4ujnsuT Ilem 21.M wnwTuIW i(D)oggi. -anjuA.0 paTaqul saaan4nulnum uo1:41::•jnsuj I. I.1:.1.. asool :(q)og-[ - uOTMnsul WITM 61-M wnwlu!W '(u)oGT* quaw pli El -aOaOIU3 -U51saCl s3unS1:;'BW W013AN3 SNIGUns -Aluo qsjjjmaqn sTql uo do s4uawnmop a1_t4 ul aaaqmasla umoqs aau Aaq4 aaqqaqf,l saanseaw Aao4up1_Iew a1..14 do, suoT4pnTjTnads anumaolaad 4uauodwon wnwluTw buIpulcl SE sal4aud Iju Aq paaaplsuom aq lluqs pa41::)u saanjual aq4 Isjuawnmop jTwaad I1 amTa.711..1':1. uaqM amuujjdwo3 jo a;u3jjj4aa3 aq4 uoi71..:.sjmq3 pa4slI s4uawaajnbaa anuelldwoo quabulals aaow Aq papasaadns aq Am (*) Islaalsp UP q4lm paqaew swa;l -pasn qneoadde anupIldwom aq4 jo ssaTpapbaa saanspaw asaq; uje;uo3 4snw spaupuu4S aqq ol 4napqns s5ulpllnq juj4uapjsaa aslamol F* mmino-unu sawOH aOAeapu3.aasn 6Z8IdW.#aas(''1 f'' UT -AW WMA-wedbOad WSIT1.10-1-!='FM U3UnagV.ajjj og,VA tSVdoU3jW ir, mul Idwonaau3 Aq s1:Jap1;1..1e4S 9661 dOl Og-bA VSVdoU3jW ...... poq4aW amuuTIdwo-:) Aadaaaaaaaaaaaaaaaam 11 ........... aa c: a4ewjjD r a4vU /oDaqo p l a T j 0020 -WG -916.) E 09696 VO F a4PU / joaMD uEld M61 "08 Wcl sawOH aoAuapu:-.j Z •# 41waad bulplTne Z jjouuqnU Aaaua ... aoq4nV uoT4u4uawnmoCj 6aaaaaaaaaaaaaaaaaaaz ........ ssajppV 4D,Odd 86/ZO/01 ........ a4u(I 33NMISM muno .......... a14TI 4mapoad UT -All b a5e,::l IVIINMISM :ISIIN03H3 s3unsv3w 6MOMONVI4 -pamadde (aaA(::';M uol4elnsul) 31 saan4xy). 5UTITan passanaa pup 5slasolm aa4em q4lm swo0a pue suaqm4jj, ul 5ujq1.I(:a1:j luaauaB ao; aaquaW ao 44em/suawnj Ot :(I)OgT fFUaW Ila -anaOJU3 -UbTsaa s3unSV3W SNIIHSI > 4ojjd*q;jm anuellddu bujNoom lemlaWala-uON :uojjdaDx3) 4MBII 4oTTd Bujuanq Alsnonul4uo7 ou aAPq anuuTIddu bulloon ploq7snOL.1 ao aaleaq uds laa4eaq Tood 'aneuany leaquam paall.sug :gTT -qn4lms iii; wlq dwnc:l UOIJUInnaTO e pue,slalul jeuOT40aajp sq Wa;SAS (:a (::1 -2 -uds anop4no ao slood aoop4no ao; aaAO3 "Cl -6ulquaq aelos aa1"i4nj. aol aa4paq pup aiia qlll uaamqaq adTd saqnul 92 qsual 4V --e gqllm palle4sul wa4sAS -Z "4qbTl 4olTd ou pup WT4eaq amue4sjsa,..t nja4naja ou Isuol4ma4suT WT4eaado jooadaaq4is? am 11.34jmts ljo.uo 'AnuaInjyja luwaaqq %81 q4Tm pa1:;T4aam sT 11Ja4sAS -T juawdTnb3 pup swa4sAg Bullu% vdS pue Toad nVIT -saadwep pa4vaadc) Allunum lalqTssamne AITpeaa ao 31jewo4ne aaqjja aAPq anuds pauoj4jpuon bulAaas swa4sAs Buj4uj1:41.1aA A41APag maadmep nl4molne ao j1papIneq aAUq swalsAs uul 4snuqx3 V -aneds pauolqlpuo-:) ujqjTm Alaallua pasolnua slonp ao Z,.0 jo anleA pallu4su-[. wnwTuTw u o4 paquInsul sqonp ltool pup Z001 suoj4nas own 1_(4lm Aldwon o4 paTeas pup 1771le4sul 1pa4mna4sum s4nnU --r suej pup sqnnU :(w)oglx. -juP4 aa4um W4 qoaalpul pup amanos BuTluaq uaamqaq pa41:?11...1s1.1l 5uTdld -q -pa4elnsul saaabap gg molaq BuldId wa4sAs 5ulloo3 ma4sAs aa41:?m 4o1..( jo suoT4m7s� 5uT4ejnmaTmiiia a 1J pa4ulnsul buldld pasodxa ao f IIV -2 - -(aa4eaab ao t'-•'M) paqpinsul Iswa4sAs 5ul41i?I1"1nal37a ..... uOu Iq1_Ie4 aa4ea1.1 aa4um o4 4sasoln sadTd jo 4aa; g 4salj -Z - (aa4Uaa5 a(D 9T.M) uoT4ujnsuT aojaa4xa/aojaa4uj paulqwon ao (aa4e=5 ac) ZI.p) 4alueTq uoT4ejnsuj aAuq (sjue4 aa4em 4oq aulos dnlmeq ao sjuP4 a6uaoqs (_aaTyun 1-5-a) sjue4 aalum 4oq 4naalpul -T uojjvjnsuT juel pup a d T d :(I')oyr swa;sAs 5uj4uaq alqunlldde Ilu uo ju4somaq4 jnuq4aS :(T)OgT "030 iia qv Aq pria lyl4jaD s4anney pup speaqaamoqs Isaa4eaq aa4um Iquawdlnba DVAH :21-01T 4uaw d E.) .7naolu3 u5lsaa 1: s31-1n1::1V3W W31SAS 9Niumid GNU 9NllV3H U31U1`11& ONIN0111UNOO 33WE) E, muns.unH sawOH aOAPaPu3-aasn 6ZBIdW-#aasf-'1 M-JW WUOJ-wudbOad MMIZIO-MM mminam-aiij OG-tA tSVdOUojW 86/ZO/OT ........ a4ea 33NMISM smins .......... a14TI 4nafoad it OP4 g abr,.l IVIINMSM ;ISIIN33HO S3unSV3W AUOIVUNVW 41 VOT j.Ts.jq/ngid' R tt"o woly jo % ZZ IS 0 IS zo8z is zosz TD 0228Z z aoolA pasTuU ..... WMH bullTaD abuaaAk.-) anjUAnn bUTZUIS abUaaAk.) ......... PaaV iii) puaq.uo.qej(:3 .......... uaaW doolj punoai.-.-.-j ......... awnjoA pauoT4TPUOI-j ... sauoz buTpling 10 aaqwnl\l .... adAl 1..11:::1:4ma4s1..1oD ao0l...:l auaAMOnPaU .......... adAl uqea aaqluam I "sajao4S 61.11plIne jo jaqwnl\l T ... smun bumii; ma jo aaqwnj,� (3) 5aP 96 buIDUA quOdJ -uoj4u4uajao 41..Ioaj bulpllno maN ...... add I_ 1_Io1:4nnu4suo,-j paqmuqaa Allwuy albuTS .............. adAl buTpITng IS ZO8Z ..... Uadu doold PaUOT4TPUOD NOIIVWUOJNI IVU3N39 anumaolaad aalndwoD 1..4Tm saTIdwoD OuTpITne z 6Z"Z ZGM TB"92 TU40.1. acoaaaGa UGGGOGGO GaaGocou ZO"Z MAT 66"21 .......... 5uTloo3 aneds AZIO 2z"M WET .......... buT;eaH amedS GoaaGacaaa Gacacaaam aaaaaaGaaa uTbaew UbTsaa ubTsarl (aA.js/n4aj) 1 anueTIdwoo pasqdoad paepueM*.,.; asn A1::)aau3 aaaaaaaaaaaaaaaaaaaaaaaaaaaa AuvwwnS 34_+n ASUM3 tSWOU31W itCTC,tCtCaCaCaCaC1CaC1Llt1�iClCll�iCaCaCaaCal_tCaCa(1CaaaCac;(_aaC.tCa(aCAc:C;CaaCaCa�.aCaclCl1.a(_ia(.asCaC;C!(.ataL;Cau°aca�.a(.aCaCl CI Ca Ca Ca LICICTCtt.tCal.�C,tel Mlinu-unu SaWOH aOAUaPU3-aasn 6ZBIdW-#aas3''3 E, UZ-O WUOJ-wua5Oad WSTIZIO-MM Mlinomauj ww tsudomm zr* -mul Idwonaau3 Aq spjBpuu4S 9661 aOl 09W MWOU31W ...... poq4aW amupTjdwo3 Aadaaaaaaaaaaaaaaaaaa 11 ........... auoz aqewll3 E a 4 u u /NDaqo plaTA il., 0020-t2Q-91e..) F, 096G6 Vo 'alITAOa(j c a4uu / mDaqo uuld W 6 T MOO "Wc-1 E, SaWOH aOAUaPu'.'.-.-] z # 411.0aad buTPITne F jjouvqnM Aaaug ... aoqqnV 1..1o1:ju41..11'::)111nmoCj F *OG"VA.x. M 311MOUC.] waaaaaauaaaaoaaaaaa.7 ......... ssaappv 4mapoacl 86/ZO/01 ........ aluG MNMISM U31ine .......... ami 4 c uz-,::) 9 1:':'15,,::l Auvwwns GOH13W,Mindwoo COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... BUTLER RESIDENCE' . Date........ 10/02/98 Floor 3 MICROPAS4 v4.50 File-A:BUTLER Wth-CTZ11S92 Program -FORM C -21::Z 3 3 User#-MP1829 User -Endeavor Homes Run -BUTLER 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY . )UILDING ZONE INFORMATION DDDDDDDDDDDDDDDDDDDDDDDDD ' Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) ' DDDDDDDDDDDDDD DDDDDDDDD DDDDDDDDD DDDDD DDDDDDD DDDDDDDDDDDD DDDDDD DDDDDDDDD ZONE1 Residence 1624 17728 0.58 Yes Setback 2.0 n/a ZONE2 Residence 1178 10602 0.42 Yes Setback 2.0 n/a OPAQUE SURFACES DDDDDDDDDDDDDDD Area U- Insul Act Solar Form 3 - Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments DDDDDDDDDDDDDD DDDDDD DDDDD DDDDD DDD DDDD DDDDD DDDDDDDDDDDD DDDDDDDDDDDDDDDD ZONE1 1 Wall 169 0.064 17.8 95 90 Yes W.19.2X6.16 2 Wall 192 0.064 17.8 95 90 No W.19.2X6.16 3 Wall 77 0.064 17.8 185 90 Yes W.19.2X6.16 4 Wall 109 0.064 17.8 185 90 No W.19.2X6.16 5 Wall 226 0.064 17.8 275 90 Yes W.19.2X6.16 6 Wall 243 0.064 17.8 5 90 Yes W.19.2X6.16 7 Wall 204 0.064 17.8 5 90 No W.19.2X6.16 8 Wall 30 0.064 17.8 230 90 Yes W.19.2X6.16 9 Wall 38 0.064 17.8 320 90 Yes W.19.2X6.16 10 Roof 1054 6.033 38 95 14 Yes R.38.2X4.24 Attic 11 Roof 570 0.033 38 n/a 0 Yes R.38.2X4.24 Attic 12 Floor 1624 0.032 30 n/a 0 No FC.30.38X126 CRAW1 13 Door 20 0.330 0 95 90 No None TO GARAGE ZONE2 14 Wall 235 0.064 17.8 95 90 Yes W.19.2X6.16 15 Wall 330 0.064 17.8 185 90 Yes W.19.2X6.16 16 Wall 202 0.064 17.8 275 90 Yes W.19.2X6.16 17 Wall 99 0.064 17.8 5 90 Yes W.19.2X6.16 18 Wall 12 0.064 17.8 230 90 Yes W.19.2X6.16 19 Wall 12 0.064 17.8 320 90 Yes W.19.2X6.16 20 Roof 1178 0.033 38 n/a 0 Yes R.38.=4.21 - .38.2X4.2421 21Floor 1178 0.032 30 n/a 0 No FC.30.38X126 FENESTRATION SURFACES |. � DDDDDDDDDDDDDDDDDDDDD ' ' ' # of Vent .` SC SC Interior '. � Area Pan- Frame Open U- Act , Glass Int Shading/ ' S`rface (sf) es Type Type value Azm Tlt Only Shade Descriptioh �DDDDDDDDDDD DDDDD DDDD DDDDDDDDD DDDDDD DDDDD DDD DDD DDDD DDDD DDDDDDDDDDDDDDD..�� ZONE1 ' 1 Window 17.5 2 Vinyl Slider 0.510 95 90 0.88 0.78 Drapes.Std '2'Window 17.5 2 Vinyl Slider 0.510 95 90 0.88 0.78 Drapes.Std 3 Window 8.6 2 Vinyl Fixed 0.490 95 90 0.88 0.78 Drapes.Std ' 4Window 20.0 2 Vinyl Fixed 0.490 95 90 0.88 0.78 Drapes.Std 15 Window. 8.6 2 Vinyl Fixed 0.490 95 90 0.88 0.78 Drapes.Std 6 Window 12.0 2 Vinyl Fixed 0.490 95 90 0.88 0.78 Drapes.Std 7 Window 14.0 2 Vinyl Slider 0.510 185 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... BUTLER RESIDENCE . . Date........ 10/02/98 3 MICROPAS4 v4.50 File-A:BUTLER Wth-CTZ11992 Program -FORM C -2R 3 3 User#-MP1829 User -Endeavor Homes Run -BUTLER 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY FENESTRATION SURFACES DDDDDDDDDDDDDDDDDDDDD OVERHANGS AND SIDE FINS # of DDDDDDDDDDDDDDDDDDDDDDD Vent SC SC Interior DDDWindowDD Area Pan- Frame Open U- DDDRight Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Desceiption` Surface DDDDDDDDDDD DDDDD DDDD DDDDDDDDD DDDDDD DDDDD Ext DDD DDD DDDD DDDD DDDDDDDDDDDDDDD 8 Window 12.5 2 Vinyl Fixed 0.490 DDDD 185 90 0.88 0.78 Drapes.Std DDDD 9 Window 40.0 2 Vinyl Fixed 0.360 275 90 0.47 0.78 Drapes.Std 10 Window 12.0 2 Vinyl Fixed 0.360 3.5 275 90 0.47 0.78 Drapes.Std n/a 11 Window 16.3 2 Vinyl Slider 0.390 5.0 275 90 0.47 0.78 Drapes.Std n/a 12 Door 40.0 2 Vinyl Hinged 0.370 8.6 275 90 0.47 0.78 Drapes.Std n/a 13 Window 16.3 2 Vinyl Slider 0.390 Window 275 90 0.47 0.78 Drapes.Std n/a 14 Window 17.5 2 Vinyl Slider 0.390 5 275 90 0.47 0.78 Drapes.Std 4.5 15 Door 33.0 2 Vinyl Hinged 0.370 n/a 275 90 0.47 0.78 Drapes.Std 15.0 16 Window 8.8 2 Vinyl Fixed 0.360 n/a 275 90 0.47 0.78 Drapes.Std 4.0 17 Window 28.0 2 Vinyl Fixed 0.490 n/a 5 90 0.88 0.78 Drapes.Std 5.0 18 Window 14.0 2 Vinyl Slider 0.510 n/a 5 90 0.88 0.78 Drapes.Std 40.0 19 Door 33.0 2 Wood Hinged 0.500 n/a 230 90 0.88 0.78 None Window 20 Window 7.5 2 Vinyl Fixed 0.360 n/a 230 90 0.47 O.Q Drapes.Std 11 21 Window 25.0 2 Vinyl Fixed 0.360 n/a 320 90 0.47 0.76 Drapes.Std n/a 22 Window 7.5 2 Vinyl Fixed 0.360 n/a 320 90 0.47 0.78 Drapes.Std n/a ZONE2 23 Window 17.5 2 Vinyl Slider 0.510 95 90 0.88 0.78 Drapes.Std 24 Window, 17.5 2 Vinyl Slider 0.510 95 90 0.88 0.78 Drapes.Std 25 Window 17.5 2 Vinyl Slider 0.510 95 90 0.88 0.78 Drapes.Std 26 Window 17.5 2 Vinyl Slider 0.510 95 90 0.88 0.78 Drapes.Std 27 Window. 12.3 2 Vinyl Slider 0.510 185 90 0.88 0.78 Drapes.Std 28 Window 12.3 2 Vinyl Slider 0.510 185 90 0.88 0.78 Drapes.Std 29 Window 10.5 2 Vinyl Slider 0.510 185 90 0.88 0.78 Drapes.Std . 30 Window 8.8 2 Vinyl Slider 0.510 185 90 0.88 0.78 Drapes.Std 31 Window 4.0 2 Vinyl Slider 0.510 185 90 0.88 0.78 Drapes.Std 32 Window 16.0 2 Vinyl Fixed 0.360 275 90 0.47 0.78 Drapes.Std 33 Door 61.5 2 Vinyl Hinged 0.370 275 90 0.47 0.78 Drapes.Std 34 Window 12.5 2 Vinyl Slider 0.510 5 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS DDDDDDDDDDDDDDDDDDDDDDD DDDWindowDD DDDDDDOverhangDDDDD DDDLeft FinDDD DDDRight FinDD Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght DDDDDDDDDDD DDDDD DDDDD DDDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD ZONE1 1 Window 17.5 5.0 3.5 2.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 17.5 5.0 3.5 2.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 8.6 6.5 1.33 15.0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 6.67 3.0 15.0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 8.6 6.5 1.33 15.0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 2.0 6.0 15.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 14.0 3.5 4.0 46.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.5 5.0 2.5 14.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 40.0 5.0 8.0 7.5 2.75 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 1.5 8.0 7.5 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 16.3 6.5 2.5 13.0 1.50 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 40.0 6.67 6.0 13.0 1.50 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C-21 Project Title.......... BUTLER RESIDENCE . . Date........ 10/02/98 3 MICROPAS4 v4.50 File-A:BUTLER Wth-CTZ11S92 Program -FORM C -2R 3 3 User#-MP1829 User -Endeavor Homes Run -BUTLER 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY Surface DDDDDDDDDDD 13 Window 14 Window 15 Door 16 Window 18 Window 19 Door 20 Window 21 Window 22 Window ZONE2 23 Window 24 Window 25 Window 26 Window 27 Window 28 Window 29 Window 30 Window 31 Window 32 Window 33 Door 34 Window Area (sf) DDDDD 16.3 17.5 33.0 8.8 14.0 33.0 7.5 25.0 7.5 OVERHANGS AND SIDE FINS DDDDDDDDDDDDDDDDDDDDDDD DDDWindowDD DDDDDDOverhangDDDDD DDDLeft Left Rght FinDDD DDDRight FinDD Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth DDDDD DDDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD DDDD ---- n/a n/a n/a n/a n/a n/a 6.5 2.5 13.0 1.50 1.50 n/a n/a n/a n/a n/a n/a n/a 3.5 5.0 7.5 1.50 2.5 n/a n/a n/a n/a n/a n/a n/a 6.67 5.0 7.5 1.50 3.5 n/a n/a n/a n/a n/a n/a n/a 3.5 2.5 7.5 1.50 n/a n/a n/a n/a n/a n/a n/a 3.5 4.0 2.5 1.50 3.5 n/a n/a n/a n/a n/a n/a n/a 6.67 5.0 12.5 2.75 12.3 n/a n/a n/a n/a n/a n/a n/a 1.5 5.0 12.5 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 6.5 5.0 12.5 2.75 n/a n/a n/a n/a n/a -n/a n/a n/a 1.5 5.0 12.5 1.25 n/a n/a n/a n/a n/a n/a n/a n/a n/a -n/a n/a 17.5 5.0 3.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 R -value 3.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 0.860 3.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 17.5 5.0 3.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 12.3 3.5 3.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 12.3 3.5 3.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 10.5 3.5 3.0 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 8.8 3.5 2.5 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 4.0 1.0 4.0 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 61.5 6.83 9.0 2.5 1.50 n/a n/a n/a n/a n/a n/a n/a 12.5 5.0 2.5 14.5 1.50 n/a n/a n/a n/a n/a n/a n/a Mass Type DDDDDDDDDDDDDDD ZONE1 1 InteriorHorz THERMAL MASS DDDDDDDDDDDD Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value DDDDDD DDDDD DDDDD DDDDDDDD DDDDDDDD H`ht DDDD n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Location/Comments DDDDDDDDDDDDDDDDDDDDDDDDDD 12 4.0 21.0 0.59 R-0.0 Living Rm. System Type DDDDDDDDDDDDDDDD ZONE1 Furnace ACPackage ZONE2 Furnace ACPackage HVAC SYSTEMS DDDDDDDDDDDD Minimum Duct Duct Duct Efficiency Location R -value Efficiency DDDDDDDDDDDD DDDDDDDDDDDDD DDDDDDD DDDDDDDDDD 0.780 AFUE Crawlspace R-4.2 0.830 10.00 SEER Crawlspace R-4.2 0.860 0.780 AFUE Crawlspace R-4.2 0.830 10.00 SEER Crawlspace R-4.2 0.860 COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... BUTLER RESIDENCE . . Date......., 10/02/98 3 MICROPAS4 v4.50 File-A:BUTLER Wth-CTZ11S92 Program -FORM C -2R' 3 3 User#-MP1829 User -Endeavor Homes' Run -BUTLER 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY . . WATER HEATING SYSTEMS DDDDDDDDDDDDDDDDDDDDD ^ Number in Tank Type Heater Type Distribution Type System DDDDDDDDDDDD DDDDDDDDDDD DDDDDDDDDDDDDDDDDDD DDDDDD Water Heater to meet minimum CEO Standards SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD Tank External Energy Size Insulation Factor (gal) R -value DDDDDDDD DDDDDD DDDDDDDDDD -4uawdlnba .JUAN aW bul;nalas uaqm saoqmuy lie aaplsuon oq AjjjjqTsuodsaa S.daublsaP WAH aM S3 41 -paaapTsuon aq osju 4snw I-nqa lulbam AqaXus 5UTZISaaAO 64uawdlnba Xo QjjjqUjjUAU Mujzjs ljon 'saan;uaadwa4 u5jsap aoop4no ls4uawaaTnba,i moix alu su grans sao4muX ubTsap 41..1UAajaa aaq4o -juawdlnba OVAH XO MUM" a% buT;maXXu ulaal!" aW XO auO QuO aau umOqs WWI a4l MON tssTb Mott PUOJ JU401 wnwjujjj GGGGGUGGGGG GGGGGGGGaaa 9Z69 Ulu ...................... PUO1 4UMU-1 BMW Mott .................... puol ajqjsuaS 6t9T soot — .......................... s4Dn(l ooTZ U/u — .................. ujug juuja4u:j: 9T99 V119T — ................... uOj4Ud4jjju1 ZOB6 Ulu — .................. auTOS 5uTzul(J SZOL ZTSOT................ uOT4DnPuO3 bulzu1(�'...) b2W ZZT2T ...... jujoS puu uoTqDnpuoD anbud(,.*.) GGUGaaaaaaa =48) (. Li.r_.40) uoTqdTansa(j bulloon bul4ual.-I aaaaaaaaaaaaaaaaaaaaaaall. aaaaaaaa AHvwwns avoi SNIIO03 aNU SNIIV31-i 0z"o ....... UOT4nvaj peol jua4e I SaA ...... Pasn buTpeqs ... upwas--i ON ...... Pasn quipew aonamii-ij siii; A ...... Pasn 51..1Tpuqs aowiiia CI. i. ............. a5ueu aawwn;--.3 J SL ..... VMS% MIS% aawwn(S j vol ...... ubTsaa apTsqno aawwn�--) J OL ....... WSW MIMI aa4uTM q 02 ...... u5jsaa aplsqno aajuT(Yl SaaaBaP 9-62 ................... apn4jqe--j SM 31IIAOUO ............ uOT4unoi 5uTzA.-..) (3) UP 96 WIOW 4UDdJ .......... uOT4uquaTdo 4uod-.::l J.:: --i C)228Z ................ I .... awnj,', IS Zo8Z ... I ............. Uadv N011UMOANI IMM39 Mmnu-unM sawOH aOAeapu3-aasn 6ZBIdW-#aasf-1 SNIZIS OVAH-weabOda WSTIZ13-MM Miinaw-ain osw tsudomm F, "Dul 'dwODaau3 Aq spaupuuqS 9661 MY '_a9°'ItBUdOUDW ...... paq;aW anuujjdwo�-) AaawwamaamaaaaGao 11 ........... auOz a4UWTJ-) F WRO /mDaq3 pTaTJ 0020 -MG -916 E* E, 99606 V0 'allIAME) F a;Ua / AM% upid LV6T "08 "O"d sawOH dOAuaPu'-'-.1 E, E of ;TwJad bUTPITY E lyoueqny Aaaee ... aoq4nV uoT;u;uawnooG ........ ssaappv ;3agoad 6aaaaaaaaaaaaaaaaaaaz 86/ZO/01 ........ WECI 33NMISM Mlins .......... ami waFoid "MAH IT abv,::l ONIZIS 3VAH . ttALT accoaGGO(?GG L96Z Lsot I IM i.., C. 9Ltz 660S 69VZ LG12 acooGaaaaGG =49) buIT003 60SEZ owcGocoaac 8962 M86T GV6 8TZT ObTt ZOLV 6QSV LLZV UGGGGadaGaG Qn%) buTIOOD 98991 PU01 auoz wnwjuq..j Ulu ...................... PU01 WaWj 9899T .................... PU01 alq1sua[.:; LTGT ............................ S4 mn,�j Ulu -- ................ u j u g juuda4u I 0209 ..................... uoj4Ud4jjju]: Ulu .................... aujos WIZU1(..) 86LE ............... uOT4mnpuo3 buTzUT(g TWO ...... JUJOS PUU u0j4Dnpuo3 anbudC-j UGGGGGOGUGG =48) uoj4djamsaG b T 4 Ual-I m Zr:: go ........................... awnlor, is SLTT ....................... eaav aool.-I Z3NOZ. 3NOZ 89ELZ PUoq auoz WnWTUTW COUGGGOOGGG Ulu...................... PVOI W64U-j 892LZ .................... peol ajqjsuaL,, 88M............................ s4ma Ulu .................... UTPO lvuaa4ul Wool ................ n .... UOT4UJ41TY u): Ulu ................... aujos 5UTZUIFJ QIOL- ............... u0j4nnpuo3 5UTzelo ISM ...... avlos pup uoT4nnpuo3 anbEdo (W48) uoT4dTaDsaG b T 4 U01.1 ID BZLLT ........................... awnIOA is vz9T ....................... eaau aool._,] .TBNOZ. 3PSI OZ 3NOZ AO Auvwwns avoi SNIIODD GNU ON11V31-1 Mlino-umu sawOH aOAPaPU3.aasn 6ZSTdW.#aasf--j f: c SNIZIS OVAH-weabOad Z6STTZIO-qIM munagwain 00-tA tSVdOUOjW 2 86/ZO/01 ........ a4eG 3DN3019BU mmim .......... a14TI 4napoad 3VAPI ZI abed SN I Z I A "OVAI-I I- N cm rn Ca - L17 C-3 M 4t -BUTLER RESIDENCE - T-1- HIP [6'SB] [1 -PL TOP CHORD 2x4 OF -L #1 :T2 2x6 DF -L #2: SOT CHORD 2x4 DF -L #1&Bet.. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. _ SUPPORT EXTENSIONS-E11E9Y**4.6b *FT 'TO FLAT TC. ATTACH--**'--- 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W5X82 W3X8a THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS UFR. !IA) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. /DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. - REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. WUBa W3X8a W5X8s W3X1,nB3) m W3X8a W2.5X4w HS416= W2.5X4s W3X8m W3X14(B ) a T L— 6-0-7 I_ 18-1-9 I 5-6-0 I -29-_8-0 -Over-2--Suppor_ts� R-2042 W-3.5' R3-2042 R-2039 N=3.5' :=4" R3-2039 S1. PLT TYP. Hiah Stren th.Wave TPI -95\R Design Criteria: TPI S1 n1 "WARMING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATTON. HANDLING. SNIPPING, INSTALLING AID I BNACI11G. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE pp INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE $3719), FOR SAFETY PRACTICES PRIOR TO C73 ►ElFO1NlU6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $BALL NATE PROPERLY ATTACKED CS3 STRUCTORAI PANELS, BOTTOM CHORD SHAT( HATE A PROPERLY ATTACHED RIGID CEILING. --. •IMFORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY fAILUBE TO A L P I N E BUILD THE TRUSSES 14 CONfOAMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND N BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN fPEC1FICATION PUBLISHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F1. COLBIC ION$ ARE HAOE OF 20GA ATTR A6S3 GNAO GAIN. STEEL, EXCEPT AS RDTIO. APPLY CONNECTORS TO w EACH FACE Of TRUSS, AND UALESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C/A CRAWINSS 160 A•2. TNF SEAL OR THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING [Alpi- p gV RESPONSIBILITY SOLELY FOR TRE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 0: CONPOIIIT 1011 ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI'T►1 1.199$ SECTION 2. SIJ, eta 8• - - F le -.25:,,/Ft. nuou, TC LL e� R R427- X098 TC �0.0 P )(,9/21/98 BCDL 7 OQSF D CA SR427 98264018 pi'We BC LL0.0 PSF C - NG AEB/CWC TOT.LD. 33.0 PSF SEAN - 73859 OUR.FAC. 1.25 FROM E,D SPACING 24.0" Hlla %71 W3X1,nB3) m W3X8a W2.5X4w HS416= W2.5X4s W3X8m W3X14(B ) a T L— 6-0-7 I_ 18-1-9 I 5-6-0 I -29-_8-0 -Over-2--Suppor_ts� R-2042 W-3.5' R3-2042 R-2039 N=3.5' :=4" R3-2039 S1. PLT TYP. Hiah Stren th.Wave TPI -95\R Design Criteria: TPI S1 n1 "WARMING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATTON. HANDLING. SNIPPING, INSTALLING AID I BNACI11G. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE pp INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE $3719), FOR SAFETY PRACTICES PRIOR TO C73 ►ElFO1NlU6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $BALL NATE PROPERLY ATTACKED CS3 STRUCTORAI PANELS, BOTTOM CHORD SHAT( HATE A PROPERLY ATTACHED RIGID CEILING. --. •IMFORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY fAILUBE TO A L P I N E BUILD THE TRUSSES 14 CONfOAMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND N BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN fPEC1FICATION PUBLISHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F1. COLBIC ION$ ARE HAOE OF 20GA ATTR A6S3 GNAO GAIN. STEEL, EXCEPT AS RDTIO. APPLY CONNECTORS TO w EACH FACE Of TRUSS, AND UALESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C/A CRAWINSS 160 A•2. TNF SEAL OR THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING [Alpi- p gV RESPONSIBILITY SOLELY FOR TRE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 0: CONPOIIIT 1011 ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI'T►1 1.199$ SECTION 2. SIJ, eta 8• - - F le -.25:,,/Ft. nuou, TC LL e� R R427- X098 TC �0.0 P )(,9/21/98 BCDL 7 OQSF D CA SR427 98264018 pi'We BC LL0.0 PSF C - NG AEB/CWC TOT.LD. 33.0 PSF SEAN - 73859 OUR.FAC. 1.25 FROM E,D SPACING 24.0" Hlla (ELUTL*R-BUTLER RESIDENCE - T-2 HIP [7'2'S81 9' 8 13 -NEED FURR FTC) TOP CHORD 2x4 DF -L #1 :T2, T3 2x6 DF -L #2: BBOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. LATERALLY BRACE*FLAT TOP CHORD WITH'2x4'HEM-FIR #3 OR BETTER 0 24.00'oc. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. W1.5X4 N T (i W1.5X4 III W1.5X4 W W1.5X4 W3X8 W3X6s WU61, W . qyA W4X4 Em W2. SX4 s W4X4= 5.5LH W4X4s T2 T3 2-I8-8 W4X4(Al) m W3X4 a W2.5X4 Em W5X6 !a W2.5X4 = W3X4 m �� W2.5X4 m WSX8 Ne W1.5X4 W Lr 14-9-11 I 13-2-5 X29-6-0_Oyer 2�Supports, i R-1073 W-5.5' R-1051 N-3.5" PLT TYP. BUTTE COUNT Wave TPI -95 R Design Criteria: TPI STD 18. R US(4AC "WARNING'- TRUSSES REQUIRE FITREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AAD BRACING. REFER TO MIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITOT[. $83 0.ONOFRIO DR.. SUITL E00, MADISON, VI 39719), FOR SAFETY PRACTICE P0.10A TO THESE FUR[TIONS. UNLESS OTWfAYISE IROICAT[D. TOP CHORD SHALL NAYS , Q�� V Erp/Q�r�_ T L 1 6 P S A - 6 0 9 9 _�y� ev, P SYRFONNING PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL RAV[ A PROPERLY ATTACHED RIGID CEILING. lF�, T�L 1 DNA PS D�9 / 2 1 / 98/ 2 2 / 98 —IMPORTANT— MARXISM A COPT OF THIS OE516M TO THE INSTALLATION FROM CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH X07 BE RESPONSIBLE FOR ANY D[YfAT10R FROM THIS DESIGN: ANY FAILURE TO BUIlO THE TRUSSES EN CONFORMANCE WITH TPI; OR FABRICATING, 98 �d BC DL 10.0 PSF DRW CAUSR427 98264010 HANDLING. SHIPPING, INSTALLING AID BRAC IF6 O! TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE ALPINE Of IDS (NATIONAL DESIGN TCAT ION PUBIISNED BY TtlE B C L L 0.0 PSF CA -ENG A EB /CNC AXL0.ICAtl FOREST AND PAPE0. ASSOCIATIOb) ARD T11. ALPINE AS ASSOCIATION) CSPEC C" COXNECTOES ARE MADE OF EO6A ASTM X633 GRID GREY. STEEL, EICLPT AS Y0T[D, APPLY CONNECTORS TO FACN fACF OF TRUSS, AND OALESS OTHERWISE LOCATED OB THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 4•1. THE SEAL 08 THIS DRAWING INDICATES ACCEPTANCE OF PROf[SSIONAL ENGINEERING j� � �� � �• RESPONSIBILITY SOLELY FOR 781 TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .iBCT»>O�,CA 95818 CONPOMENT ON ANY PARTICULAR BUILDING IS THE RLEPOASIBIIITY OF THE BUILDING DESIGNER. PER Axsl Opp 1.1996 sfCTIOX 1. I * * TOT, LO. 36.0 PSF SEON - 73874 C D U R ,FAC . 1.25 FROM E.0 V '_ SPACING 24.0° ;J ,v (B.UTLER-BUTLER RESIDENCE - T-3 HIP (15'2. 8 17 -2 -SBI) 'TOP CHORD 2x4 DF -L #13Bet. :T2. T3 2x6 DF -L X12: :T4 2x4 DF -L #1: r BOT CHORD 2x4 OF -L #16Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR $3..O.B._8EITER I— m 0 z cn E� v 0 0 x19 A1. w W5X4 (A2) >0 Ix W W z Wl . 5X4 IY W1.5X4 W W3X6o 5.5 ,- W2.5X4s3 W2.5X41a THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. -841 -60I -NG DESIGNER IS itfSPONS'18t-E-FOR CONVENTIONAL FRAMING. W3X40 1. X4 ® W3X4s W1.5X4 m W1.5X4 T4 10 WU&zQ W2. 5X4 B W2.5X4= --) 5.5 .5X4= W7X8111 6s W3X6� Nj_ - N ' W2.5X4 = W5X6 s W2.5X4 = W2.5X4 EEm W2.5X4 Ea W5X4(A2) = w l< 19-9-13 ) 14-10-3 �2-6 0-J << 15-2-7 I 12-9-9 I 6-8-0 I d� 34--8--0-0ver`2-SUppo- its I R-1242 N-5.5• R-1394 W-5.5` �T`+ n] C o PLT 7YP. Wave TPI -95 R Desi C it i N OO) C77 C72 W c/] n r -I a, TPI STD -YARNING**TRNSSES REOUIRE EITHER[ CARE IN FABRICATION, NAYOLING, SNIPPING, 18. - - Ft INSTALLING AND BRACING. lC/[R i0 HID -91 (HANDLING INSTALLING ARD BNACIY6). PUBUSNEO BY TPI IN USS/LATE (NST ITU TE. SB7 D'010FRIO OR., SUITE 200, MADISON, NI 57)19). FOR SAFETY PRAC7ICE5Pp IDRTO11YY4P[RfORNIN6 THESE FUNCTIONS, ONLESS OTHERWISE ESS/p, AT e1�6 SF EF 27- 61DD TE . 0 9 2 1 / 9 8 INDICAT[D, TOP CHORD SNAII tlAfE PROPERLY ATTACHED STRUCTURAL PAIELS, BOTTOM CHORD SNALL NAPE A PAOPERLT ATTACHED RIGID CEILING. —IMPORTANT'- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL/INE p• �. '9$rcm D DRW CAUSR127 9$264019 EY61NE[A[0 PRODUCTS. INC. SHALL NOT at R[SPON318LL FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 7ROf5F5 IN CONFORMANCE :ITN TPI; DA FABRICATIY6, HANDLING, SNIPPING, INSTALLING AND �' CC3845 DL� D. D PSF A L P I N E BRACIIa OF TRUSSES. THIS DES CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION POBLISHEP BY THE AMERICAN FOREST AND PAPER ASSOCIATION) $*= C LL 0.0 PSF CA -ENG A E 8 CWC ��yy,,,,,,,�,�� Alo= EO�vend �D�•I= 'SNC7NIDGLTO. CFL 95929 CONNECTORS AND TPI. ALPINE ARE MADE OF 206A ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•E. THE SEAL OY THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NOMPONENTLFOR 11.1 LITY L PARTIELY CULAREBUILDING O IS THE TRESPONSIBILITY OF THE BUILDING DESIGN SHOWN. THE I DESIGNER. PER THIS ANSI/TP11.1995 SECTION Z. * w N. M C Ni/ 111111WWW��_ TOT.LD. 36.0 PSF QN SE - 73879 DUR.FAC. 1.25 FROM E.0 SPACING 24,0A (ELUTLER-BUTLER RESIDENCE - T--5 HIP [8'SBI [1 -PL TOP CHORD 2x4 DF -L #1 :T2, T4 2x6 DF -L SS: 13OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3, LOADING PER TRUSS FABRICATOR ------(LUMBER DUR,FAC.-1.25 / PLATE..DUR.FAC,=1.25) TC From 52 PLF-at -2.50 to 52 PLF at 17,27 TC From 130 PLF at 17.27 to 130 PLF at 17.27 TC From 78 PLF at 17.27 to 78 PLF at 32.08 TC From 152 PLF at 32.08 to 100 PLF at 36.08 TC From 52 PLF at 36.08 to 52 PLF at 46.58 BC From 4 PLF at -2.50 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 34.67 BC - From 49 PLF at 34.67 to 49 PLF at 44.08 BC - From 4 PLF at 44.08 to 4 PLF at 46.58 TC - 526 LB Conc. Load at 36.08 W3X6o 5.5 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. *** TRUSS CALCULATED BY TRUSS FABRICATOR*** -182# NON -WIND UPLIFT AT BRG (X -LOC, Y -LOC): 43.621, 8.001. - ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) SCAB BRACE, SAME SIZE, GRADE, AND BOX LENGTH OF WEB 1 -MEMBER. ATTACH WITH 10d NAILS ® 4. OC, DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER- ® 24.00"oc. (ED C113� W3X6W5X6= W3X8= W3XB= W4X6s W5X6= W3X6E�? E W2.5X4,o T2 W3X4 a 0 5.5 r• W2. 5X4 T4 H2.5X4s rx 5.5 Q W3X6(Al) (A)v-, , N w w w W3X8 a W2.5X4Es WH41=_ W4X4=- W4X6� 0-0 W4.X'6s W6X8s W4X6= W3X6 (A1)_ C--"3 W4X6s z w w z �-e•o_I 34-5-.4 16-0lj 2-2 12 L 10-1-7 1_ 9-4-9 I 19-3-12 I 7-6-0 I L 44-i 0 v0 er-3-Suppor_ts, R-1268 W-5.5" R-3692 W-5.5' R--183 W-5.5' Q., o Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18Zj4 N CA - 1 - I CC) ••WARNING- TRUSSES REOUIIF (XT4EME CACI[ IN FABRICATION, HAMDL IN6. SHIPPItla II STALLING AND NAACING. NETTO MI 91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, 0'010FA10 04N SUITE 200. MADISON, NI 53719), FO q SAFETY PRACTICES PRIOR TO P(0.FORMlI6 THESE l� ESp�QM,- -'"'�{l( - - F TC LL SS � Scale -.1875' Ft. E F R4 29 -:- 76101 Q� MES iURCT10Rf. UNLESS OTNEIINISC IY0ICATEO, TOP CHORD SHALL NATE PROPERLY ATTACHED 510.00TOIAL PANELS, BOT70N CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. W. 1Y• c`�l�' �C G D T E '-IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO _)9/21/98 - THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC PRODUCTS, INC. SHALL NOT BE NESPONSINLE FOR ANT DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TRE TRUSSES IN CORFOAMANCE NIT: TP1: OR FABRICATING. '9B pp..�� t� q E B � eT)iC� r..! 0�-Y 8427 48264027 N L1, ALPINE HANDLING. SHIPPING. INSTALLING AID BRACING OF TRUSSES. THIS O[S[6Y CONFORMS MITI APPLICABLE Pg0Y1S10AS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS S �'� B L O P S � C - N G l�f B CWC / w AAE MAGE OF 2064 ASTM 4653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE or TRUSS, AND UNLESS OTHERWISE LOCATED * TO , L D fl 3 6P SF S ON - 73854 cn A�IDB p^�_,,,,� ��w ProduA9582 iB• �'• $NRemea(q CA 95828 OI THIS DESIGN, POSITION CONNECTORS PER DRAWIRES P.NGS 1160IT, A•I. THE SEAL 01 THIS DIALING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING USEOF THIS CON►OIFNTIFOA7ANYLELY FOR PARTICULARETAISS BUILDINGOIS THETDESIGN SHOWN. THE SUITABILITY AND Bt3P01SIBILITY OF THE BUILDING DESIGNER. ANSI/TPI 1.1995 SECTION 2. p�` � M tl ,' OUR. FAC . 1 .25 FROM E . D SPACING 24.0° ■i (8.UTu24R-BUTLER RESIDENCE - T-6 HIP [10'SB; TOPCHORD 2x4 OF -L #1 :T2, T4 2x6 DF -L SS: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. LOADING PER TRUSS FABRICATOR ------(LUMBER DUR.FAC.-1:25 /_ PLATE. DUR.FAt..1.25).. TC - From ---52-PCF et -2.50 to 52 PLF at 17.27 TC - From 104 PLF at 17.27 to 208 PLF at 28.08 TC - From 208 PLF at 28.08 to 52 PLF at 32.08 TC - From 2 PLF at 32.08 to 2 PLF at 36.08 TC - From 52 PLF at 36.08 to 52 PLF at 46.58 BC - From 4 PLF at -2.50 to 4 PLF at 0,00 BC - From 20 PLF at 0.00 to 20 PLF at 44.08 8C - From 4 PLF at 44.08 to 4 PLF at 46.58 TC - 291 LB Conc. Load at 32.08 TC - 104 LB Conc. Load at 36.08 W2,5X4o WU6o " 5.5 r W3X6(Al) m W3X81a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. rA) SCAB BRACE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS ® 4" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. 5.5 r W3X6o W3X4e W4X4 to W5X69 W3X8s W3X8m W4X6 T2 W2.5X4 s T4 `J__(A) W2.5X4 m W4X4 s W4X6 / HS2512a WU4m.- W�j6 W4X68 E:� W3 X6 W2, 5X43 W3X8Ea W3X6(A1) E3 •6-0 10-1-79-4-9 2-2-12 I`--9-5-0 19-3-12 7-6-0 R�1457.uH5,5" - 44=1=0`Okar-2-Supports R-2859 W=5.5" o Note: All Plates Are W1.5X4 Except As Shown. N PLT TYP. High Stren th Wave TPI -95 Design Criteria: TPI STI "WARNING" TRUSSES REQUIRE EITAEME CARE ]N FABN IC Ai[OY, HANDLING, SHIPPING, INSTALLING AND BRACISNEFER TO HIB•91 (HANOLIHG INSTAL Ll 16 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C]o INSTITOT[, 693 D'OYOFRIO DA., SUITE 200, MADISON, WI 63719), FOR SAFETY PRACTICES PRIOR TO C7'3 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 07 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 41610 CEILING. `--� •IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINIERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TD A L P I N E BUILD Tal TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS W1Tb APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q. CONNECTORS ARE MADE OF 206A ASTM A653 GR40 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO W EACH FAC E OF TI USS, AND UNLESS DTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER CV C/] DRAWING 160 A•I, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine: �H�ng��hl�eE�Eed Pro&as,1310, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaURCED:O, CA 95829 COBPONIAT FOR ARV PARTICULAR 60ILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIFTPT 7.1995 SECTION 2. 18.2c4 rAl-ITS_ �• Ff �QG OF -K,` 198 01:13. SF X45 N- C VI0. SF 631 TOT. LD. 36.0 PSF DUR.FAC. 1.25 .�� SPACING 24.0" Cale -.1875"/Ft. --76102 D 0- ./21/98 DRII AUSR427 98264028 CA -ENG AEB/CWC SEON - 73997 FROM E.D (BUTLER -BUTLER RESIDENCE - T-7 TSC./HIP [14 -SBI) ITOP CHORD 2x4 DF -L #1 J4 2x4 DF -L #188et., BOT CHORD 2x4 DF -L #1 � WEBS 2x4 DF -L Standard N iPLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CA--) - 2X4 STRESS RATED CONTINUOUS LATERAL BRACING 0 48' OC c; REQUIRED ON THE BC ABOVE THE FILLER. ATTACH WITH (2) 16d z NAILS. IBUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X6(A1) . W2.5X4 0 THIS TER INPUT SIOIIS) SUBMITTED BY TRUSS MFR. -970# NON -WIND UPLIFT AT BRG LOC: 43.62', 8.00'. ROOF OVERHANG SUPPORTS 2.00 PSF SOFT , CALCULATED HORIZONTAL DEFLECTION IS 0.22' DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING, FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. WH44%! •1 W4X6 5.5 W2. 5X4 J 6-0 36-9-4- 17-3-413-1-9 13-8- 19-2-0 18-8-8 R-2976 W-3.5" R--971 W-5.5'. R=1023 W-5.5' Note: All Plates Are W1.5X4 Except As Shown. Desion Criteria. TPI Sl PLT TYP. Wave TPI -95 ••YARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANOL IN6, SNIPPING, INSTAL LIRE AND CT YN NNACINO. REFER TO HID -91 (MANDLIN6 INSTALLING AND BAACING). PUBLISHED BY 7P1 (TRUSS PLATE CT INSTITUTE. 593 O'ONOFRIO DR.. SUITI 200. MADISON• Y1 67)19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHENYI SE IKDICA7EO. T0P CHORD SHALL NAYS PROPERLY ATTACHED _---. STIUCTURAI PANELS. BOTTOM CHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. Lri ^IMPORTANT'• FORYISM A COPY OF THIS DESIGN TO THE IRSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS. IAC. SCALL HOT BE RE11O.SI1LE FOR ANY DEVIATION FROM THIS DESIGW; ANY FAILURE TO HUILD TME 11). IS 11 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING A10 ALPINE BMCIA6 OF 7ROSSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESi61 w SPECIFICATION PUSLISHED BY TNI AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C/7 CONNECTORS ARE NAGE OF 209A ASIN A653 G940 GALV. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO 1 EACH FACE OF TRUSS, ANO UNLESS OTHERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER / ORAYlY65 160 A•1. THE 5EAl 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61tlEER(If� AF SPONSISIFOR SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TN! SUITAOILITI AND USE OF TBI AkA- Ea&-vd plpdacte, In D. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER j SHNaWmmlo. CA 95828 AAS.1711 1-1995 SECTION I. 1.1875"/Ft. W. R4 7--80758 BOPS D E '09/25/98 Sep B�L 1;7, PSF DRW CAUSR427 98268026 figN.8 ZD No.588 005 8C LL 0.0 PSF CA -ENG AEB/GWH 2 * OT.LD. 31.0 PSF SEQN - 26231 4 DUR.FAC. 1.25 FROM E.D SPACING 24.0" (FLUTLER-BUTLER RESIDENCE - T-8 TSC/HIP (16' TOP CHORD 2x4 DF -L #1 :T4 2x4 DF -L #I&Bet.: co BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard cn, ry PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. " DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c.o rn 2X4 STRESS RATED CONTINUOUS LATERAL BRACING @ 48" OC o REQUIRED ON THE BC ABOVE THE FILLER. ATTACH WITH (2) 16d z NAILS. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING, FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. THIS DWG PREPARED ER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. -1644$ NON -WIND UPLIFT ATBRG LOC: 43.62'. O OVERHANG SUPPORTS 2.00 PSF SOFF CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND 0.26' DUE TO DEAD LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS, 10 PSF BC LIVE LOAD PER UBC. i W3X6 0X4 W4X4m W3X8W4X4- W3X6 5, T4 W2.5X4-,,,- W4X6s W6X12� W6X6- W3X8 W4X4 � —•3 3` W3X14 +8-0-0 W6X4— t )W4X4a\ , aW5X-6, W4X11'2(B3) = W3X6(AI) a W3X5 W2.5X4 i J -6-0j,38-8-4 17-3-4 13-1-9 13-8-3 D. 19-2-0 18-8-8 6-2-8 44=1 -0 -Over 3_Support.s,R-3537 W-5.5' -� - R-1100 W=5.5' R--1644 W-5.5" Note: All Plates Are W1.5X4 Except AS Shown. _ _ qq l PLT TYP. Wave TPI -95 Desi n Criteria: TPI STD CA - 1 - ��` E? %875" Ft. �•VAflNING•• TRUSSES RE0IIRI ERMINE CARE I1 FABRICATION. HANDLING, SNIPPING. INSTALLING AND O4D W ti T C_ L 1 7 - - 8 760 BAACING. REFER TO XIR•RI (.. SUITE 200. MLINR ANO B0.AC63119 PUBLISHED BY TI[ (TRUSS PI Ai[ T C¢H, GB� D, YE 09/215/0 IRSTITUTf, S83 O'OYOFRIO Ol., SUITE 200. MADISON. YI 597191, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL RATE PROPERLY ATTACHED STIIU0TURAI PANELS. BOTTOM CHORD SRAM NAY[ A PRO►[A LY ATTACHED RIO10 CEILING. u Sep 25 '9 JON 7v.-& P DR - CAUSR427 98268027 --IMPORTANT'- FURNISH A COPT 0► THIS DESIGN TO TWE INSTALLATION COMTRACTOR. ALPIRE ENGINEER[0 flJ 9. i�il` PRODUCTS, INC. SHALL NOT Bf RESPONSIBLE FOR ANY DEVIATION FROM TN12 OFS16N: ANY fAIIURF TO ¢ N0. B 5 B C 0 �.0 P S F CA -ENG AE B / G WH BUILD TN[ TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, "'TALL"' ARD ALPINE SPFCIf CAT ORPUBLISMEOTBTSTN[SIGN AMERICAN0RMS FORESTTAND PAPER BLE ASSOCIATIONI SNOS AND TPI. (NATIONAL DESIGN EXIL 02 CONNECTORS ARE MADE Of tOBA ASTM A653 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T O �. L D . 3 1.0 PSF S EON - 26234 EACH FACE Of TRUSS. AID UNLESS OTHERWISE LOCATED OW THIS DESIGN. POSITION CONNECTORS PEI CRAVINGS 160 A -I. THE SEAL Otl THIS OKAYING INOICATLS ACCEPTANCE OF PROFESSIONAL ENGINEERING N� p D UR . FAC . 1.25 FROM E . D �5,, ,,,�,L y�,N.,.,.,�.L..� RESPONSIBILITY SOLtLT FON THE TRUSS COMPONENT OESIOW SHOWN. 7M[ SUITABILITY AND USE OF THIS IF SPACING 24.0° pbm En �� �» Inc. COM► -NEWT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Op SRp'Bm:aem 828 . ARS11TI1 1 .1995 SECTION t. f t (BUTLER -BUTLER RESIDENCE - T-9 TSC/HIP (18'-22'SBI) TOP CHORD 2x4 DF -L #1 :T3, -T5, T6 2x4 OF -L #1&Bet.: co 80T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W7 2x4 DF -L #1: p` PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (LATERALLY BRACE BC ABOVE FILLER AT 48" OC. ca � 10 PSF BC LIVE LOAD PER UBC. =,BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X4 W2.5X4 0 W3X6 o W2.5X40 W4X4 0 3 1-�-10 W3X8 W4X4 � W1.5X4 UI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.13' DUE TO LIVE LOAD AND 0.12' DUE TO DEAD LOAD. SEE DWGS A115E, A115/11 AND 884,080 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING, FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. W1.5X4 91' W3X4e W1.5X4 III 2 2X4111t�X� T3 4 W5X6= W3X4- W4X4- W2.5X4 e 15;4 X4a W5 X4 3 `--zzzz W3X8 a W3X6(A1) -- W1.5X4 III W4X4= 12X419 W3X5 c W1.5X4 91 W5X8- L-3-11-0--J'j--6-0>j 32-9-8 6-3-8 I 6-0-9 18-0-7 15-0-0 18-8-8 6-2-8 14-2-0 -i 39=1 -o --over 2'Supports 1 R-1505 W-5.5' R-1048 W-5.5" Desi n Criteria: TPI STD PLT TYP. Al ine,Wave TPI -95 ••YARNING" TRUSSES REQUIRE ENTREE CAR[ IN FAB0.[GTSOI, HANDLING SNIPP IH6. INSTALLItl6 AND O. n W h T(', L �q�7' BRACING. REFER TD NIO.91 (HANDLING INSTALLING AND BRACING). PURI IStlED BY TPI (TRUSS PLATE V• [�INSTI1D71 SB3 D'ONOFRIODR.,SOl7E 200. MADISON, WI $3119). FOR SAFETY PRACTICES PRIOR TO PEAFORNINO THESE fUNCT10A . OYIESS OTHERWISE INDICATED, TOP CHORD SHALLNAVE PROPERLY ATTACHED Sep 25 '9 �� . D STRUCTURAL PAYEES, NOTION CHORD SHALL HATE A PROPERLY ATTACKED RIGID CIE ING. ••IMPOflTANT•• FURIISM A COPT OF THIS DESIGN TO TIE INSTALLATION COITNACTOR, AIP PINE ENGINEERED Gi 111 PRODUC7S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIGN: ANY FAILURE TO rlp.� L".1 PBUILD TIE TRUSSES IN CONFORHARCE UI7N TPI; 00. fABI ICAiltl6. tlANOI IRO. SNIPPING, TNSTAllINO MDALPINE SDANCING OF I[CIfICAT)OpOpUBIISN[D BTSTNESIGN CONFORMS ANfA ICAY FORFST7 AYDPPAPEA ASSOCTATION)LE SOF NOS AND TP1. (NALPINEI DESIGNENP PSF CDIRECTOIS ARE MADE Of I06A ASTM A6S3 GRID GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTOR S fER C p U R .FAC . 1.25 I llll:6S 160 A•1. THE SEAL OR IN 15 ORA%INC IBUT CAT'S ACCEPTANCE Of PROfESSIOBAI EN6l (MING AlP� ..hmemA RESPONSIBILITY SOLELY FOR THE TRUSS CONPOIENT DESIGN SHONR. TtlE SUTTABILITY AND USE OF THIS q)�. �. �^ CONPONENT FOR AMT PAATICULAN BUILDING 1S THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER QF `(,AEI SPACING 24.0" geuuDmlo.CA95828 ABSI/TPI 1.1995 S[CT10N I. -3-0 8-0-0 Scale -.1875"/Ft. REF ._ 427--80761 09/25/98 .MW CdUSR427 98268028 LA-CIYU I1[o�U SEON - 75319 FROM M E.0 W, (LUTLER-BUTLER RESIDENCE - T-10 TSC/HIP C16'SBI) TOP CHORD 20 DF -L #1 :T3, T5, T6 2x4 OF -L #18Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W8 2x4 DF -L j1: iIPLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. N 7EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Ca cmIN LIEU OF RIGID SHEATHING. FLAT TOP CHORD TO BE BRACED o BY PROPERLY ATTACHED PURLINS @24.00' OC. W4X4ea W2.5X�� 5X4 o W3X6 % 5.5 r W2.5X4 6 W E_ W4X4 a W5X o ' A 3 0 1- 10 WU81. w W4X4s Ix w w INPUT 8 DIMENSIONS) SUBMITTED BY TRUSS MFR- I- - FR. �� -551$ NON -WIND UPLIFT AT BRG (X LDL. Y -LOC): 43.62', 8.00'. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. LATERALLY BRACE BC ABOVE FILLER AT 48" OC. 10 PSF 8C LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X5s� w 33-0-4 1,,�-6-� z 32-9-8 16-0-7 6 3-8 15-0-0 8-0-9 14-2-0 18-8-8 6-2-8 a --39-='I--O-0 v er -3''Suppor_t R-854 W-5.5" Note: All Plates Are W1.5X4 Except As Shown. jellan Criteria: TPI PLT TYP. Wave TPI -95 __ -_- ,. ",,,,,,,,pp pAxm 7HG_ SHIFPIIG. ItlSTAIL Inb CD C7) L1") N w = ALPINE C./3 - Alpine Envi,>r�ed prodlM te, Inc. 3aaRmcntD, 95828 -WARNING*' jKH 1. paN..m. BRACING. IN TO HID -91 ENAIDLING INSTALLING AID BRACING), POBl1SRED 8Y TPI (TRUSS PLA INSTITUTE, $83 O'OIOfR 10 D0... SUITE 200. MADISON. WI 53719), FOR SAFELY PMCTiCEi fN10N TD PERFORMING THESE FUNCTIONS. UNLESS OTHER NI SE INDICATED. TOP CHORD SHALL BASE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYS A PIOPERLI ATTACHED RIGID CEILING. 10 -IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI1 FAT LUR RI ENGINEERED BUILDTHETRUSSESAIN CORFORNANCE Y1T9L NOT IE LTP1oRORUFA8I,WING. IIAIDLINGDEVIATION FROM S SXIPPIMG,AI ISTALLlRGEAND 6ffGI►ICATIONTRUSSES. PUBLlSXED BTSTHESIGRAMERICANCONFORMS f00.LSTTANO PAPER ASSOCIATION) TPI. IIALPINE ATIOVAL DESIGN COIN ECTORS ARE MADE OF YOGA ASTM A662 GRAD GALS. STEEL. ECCEPT AS NOTED. 0 PLYHEC CONNECTORS TO [ACM FACE Of TRUSS. AND UNLESS OTBERNISE LOCATED ON TM15 011164. POSITION COtltlECTONS PER DRAWINGS IGO A -I. THE SEAL 00 THIS ORANING INDICATES ACCEPTANCE Of PROF IS SI ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1998 SECTION 2. R -2250.W-3.5' R-551 W-5.5" + t-ne 9N� E. Sep 25 '9C an 0.0 0 F No. B 05 BC L PSF pXp 6 TOT.LD. 31.0 PSF DUR.FAC. 1.25 �Z5f SPACING 24.0" ak-9-3-0 8-0-0 - f@'j"e,-4.187511/Ft. F®R427"11-80763 DATr_ 079/25/98 O R W CAUSR427 98268029 CA -ENG AEB/GWH SE -ON - 75299 FROM E.0 aim ro orzInFIJrF - T-11 TSC/HIP I14'SB1) TOP CHORD 2x4 DF -L #1 'T3. -T' 2,4 DF -L #1&Bet.: �80T CHORD 2x4 DL #1 WEBS 2x4 DF -L Standard :W7 2x4 DF -L #1: co iPLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. C�IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co Q'2X4 STRESS RATED CONTINUOUS LATERAL BRACING 0 48" OC o REQUIRED ON THE BC ABOVE THE FILLER. ATTACH WITH (2) 16d NAILS. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W1.5X4 10 W1.5X4 III W1, 5X4 III W3X4= W4X12= W3X8 0 5.5 1— W ) W3X6 6 T W3X4o W U W 3 X 6 HS416 9=3 T 3 W3X14 1-j 10 lm-W3H sa w W1.5X4 III a w w _z W3X5 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.31" DUE TO LIVE LOAD AND 0.29' DUE TO DEAD LOAD. SEE DWGS A115E. A115/11 AND 884,080 FOR FILLER DETAILS. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING, FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. 5.5 W2.5X4 c -T (ED 32-9-8 6-3-8 Y'10-4-13 13-8-3 6-2-8 145200 al- 18-8-8 a.. i de 39-1=0`Over'3`Supports f_ R-1196 W-5.5' R-19 W-3.5" R-1350 W-5,5' PLT TYP. High Strenc1th,Wave TPI -95 Design Criteria: TPI STD ••YARNING•' TRUSSES REQUIRE CAIRENE CARE IM fABRICATION. HANDLING, SNIPPING, INSTALLING AID BSACING. REFER TO :10.91 (HANDLING INSTALLING AID BRACING), PUBI ISNED BY TPI (TRUSS PLATE INSTITUTE. 507 0' or DR.. SUITE 200, RADISON, YI 55719). FON SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACKED S72UCTURAL PAHELS. BOTTOM CHORD SMALLNAIE A PROPERLY ATTACKED RIGID CEILING. ••IMPORTANT•' FURNISH A COPY Of TNTI DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PIODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY OEIl ATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES It CONFORMANCE VITO T►1: OR FABRICATING, HANDLING, SNIPPING, INSTALLING All) ALPINE BRACING OF TRUSSES. THIS DESIGN COvFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC IF]CAT TOY IOBIISMED BT THE MIN IC AN FOREST AND PAPER ASSDCIATIOH) AND TP1. ALP•IME CONNECTORS ARE RADE OF 20GA ASTM A6S5 GRAD GALY. STEEL, CIC PT AS NOTED. APPLY CON NECi0R5 TO EACH FACT OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENOINEERING .1'NRH Pi'O Im R(SPOYSIB HITT SOLELY FOR TME TAOSS CONS IESPONN SIowcLIT THE BUILDING TT AND USE Of THIS Alp we ESI ' 9Sg18 COMPONEvi FOR ANY PARTICULAR OUILDiNG IS INCHE RESPONSIBILITY OF THE BUILDING DESIGNER. PE0. ANSI/TPI 1.1995 SECTION 2 . W Sep 25 ' Ndl C 5h08 LAI -II/-/-/-/f - TC LL %^ SSA rimoE D O.L Psi T -LD 31 0 PSF DUR.FAC. 1.25 SPACING 24.0" +9-3-0 SCale —.1875'/Ft. REF 8427--80764 ATE 09/25/98 � A SR427 98268030 C ENG WIEB/GWH SUN - 26237 FROM E.D (CuiLtK-VUILEK KESIVENCE - T-12 TSC) 'j YOP�CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W11 2x6 DF -L SS: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TRUSSES TO BE SPACED AT 26.0. OC MAXIMUM. 10 PSF BC 'LIVE LOAV FER7-fl;i PROVIDE FOR HORIZONTAL MOVEMENT AT LEFT BEARING. W2.SX4, W3X6 W3X8(F1) s THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.26" DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC ® 72,00' OC. - -DEFLECTION MEETS- L/240:00•L-rVE-AND-L/180.00 TOTAL LOAD. W5X6m (E� WU8 WI1 zzzzl 2-10-6 0-0 W3X4 _ W3X5 20-1-0 14-7-0 19-2-0 15-6-0 - 34 -8 -0 -Over -Supports R-1513 W-5.5' 7 R-1343 W-5.5' PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18. 4 CAcT���1875' ;9't. **WARNING" TRUSSES REQUIRE ESTREHE CARE It FABRICATION, HANDLING, SNIPPIM6, INSTAll116 AMD c!. q�� BRACING- REFER TO NIB•91 (HANDLING.,SUTE too, "LIM6 ANTI BRACING). PUBLISHED BY TPI (TRUSS PLATE �►A7!�nl�4/ TC LL - p1 D , E'�S-R"4 '1I�� yiO3 • INSTITUTE. SBS DUNCTIIO .UN SUITE 100, NAOINDI NI 53)19), FOR SAFETY PRACTICES PRIOR TD �® ' t j1 l PERFORMIAL THESE FUBOTTOM C UNLESS LL RATE A PRDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED -Y� (( Eji EAnW� FE D iT 0 "'21 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAI[ A PROPERLY ATTACHED RIGID CE ILIM6, iVY'IR •IMDORTANT•• FURNISH A COPY O► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 B C 0 D D W C SR42 98264020 •PRODUCTS, INC. SNAIL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO 111 63M 7ALPINE .1.1. TME TRUSSES 11 CONFORMANCE VIT11 TPt; ON FABRICATING, HANDLING. SHIPPING. INSTALLING AND �rJ zu BRACING OF TRUSSES. THIS DISIGR CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN L r0-0 P S CA -ENG A E 8 /CWC CONNECTORS IARE PHAVE S11 MI ASTM ASS3ME A6RI OR GALT. STEEL. EXCEPT APER IASL 07(0ON) A10 TAPPLYPI ACONNECTORS TD IT EACH FACE OF TRUSS, AND OALISS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PEN TOT. LD. 36.0 PSF SEON - 73968 �'w p^�_� DRAWINGS 160 A -Z. THE SFA[ ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING All's y'ai�ed PIOdUM InC RESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � DUR. FAC. 1.25 FROM E. D S11C»iD. CA 95BZ8 OHP011AT ►OR A CNY PARTICULAR 8-1101116 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER• PER ANF(/11( 1•[995 SECTION:. SPACING 26.00 c - N li. C -,A-, 1— 0 z (B,U•TLER-BUTLER RESIDENCE - T-13 HIP (12' 'TOP CHORD 2X4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, Q)) 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. - USE THIS--BE-S-M0•Ff1 -UMMON HIP TRTJSSES--@--,-4-:D'-R- -- EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC O 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CDIIO. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W4X4 o W2.5X4 - W2.5X4W3X8- W4X48 5.5 W2.5X4 0W4X C 5.5 r- (A) 5-2-9 C� a O-. A +8- -0 C-3 W5X4(A2) Ea W1.5X4 III W3X8E� W3X6= W1.5X4 a W3X4(R) N W4X12Es C-1 W2.5X4 a W2.5X4 0 z w w z cm- 12-0-7 I 16-5-6 Ifo �I ...a Q �'� ~- — Z9=6=6 Over 2'Supports, I R-1557 W-5.5' R=1762 W-5.5' cr o PLT TYP. Wave TPI -95 C� Desisin Criteria: TPI(ST 18.2c4 •YARNING•' TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND •BRACING, IfrEA TO 818.91 (NAADLING INSTALLING AND BRACING). PUBLISRED BY TPI (TRUSS PLATE aapFESS/p,� TC LU 001 INSTITUTE. 503 D'OROFRIO DR.. SUITE t00, MADISON. YI WIN). FOR SAFE TT PRACTICES PRIOR TO ` C7) PERFORMING 7X(SE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p C77 STRUCTURAL PANELS, BOTTOM CHORD SHALL HANE A PROPERLY ATTACHED RIGID CEILING. r'A�s TC DU 0 *'IMPORTANT-- PRODUCISA INC. $BALL TSH A ROT BEOPY Of THIS RESPONSIBLEDFORGNANY THEY IATIONLFRONNTHISTDESIGN; ALPINE FAILURE ENGINEERED TO �9B STTIPD C e L® .--. ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TN T11; 01 FABRICATING, HANDLING. SHIPPING. INSTALLING AND UWI CV BI N a5 I RACING OF TRUSS(LI THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS Of IDI (RATIONAL DESIGN C __. F SP(CIfICATION PUBLISHED 8Y THE AMERICAN RMSFOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE E>a 638l�1 Far CONNECTORS ARE MADE OF TOGA ASTM A653 6840 GALT STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO * T , D . 3 6.0 P F W EACH FACE OF TRUSS, AND UNLESS OTNENIS( LOCATED ON THIS OESlGN, POSITION CONNECTORS PE4 c/] OR AY[NGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A4inc B*neewd Products, hic RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ny DUR . FAC . 1.25 Bpqifinca(0 CA 95US CORPDXERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y? ANSI1T►1 1.1995 SECTION 1. SPACING 24.0' (013 le ,4 7--76104 DKW CAUSR 9826.013 A- G A /CWC,' SEAN - 73956 FROM E.D (BUTLER -BUTLER RESIDENCE - T -13A MONO HIP [8 -SB] 8 10'SB TOP CHORD 2x6 DF -L $2 :T1 2x4 DF -L #ISBet.: BOT CHORD 2x4 DF -L #18Bet. WEBS 2x4 DF -L Standard :W12 2x4 DF -L #1: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. USE Ti1IS DESIGN FOR -'COMMON' HiP-TRUSSES 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. C0110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. /A)z SCAB BRACE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 4' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER --SETS -ARE CONVENTION-AttlfTRAITED:-- BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. WU8a W5X8z W3X6= W3X8- W2.5X4 T3 W4X4= H v (-- 0 � c��. t ' c� a W4X12(83) W3X10a W2.5X4a W1.5X411 W4X4= C-1 z W1.5X4 a HS412 Ea z w W1.5X4IV W6X8a W5X14m W w r� L— 8-0-7 I 21-6-1 29;6-8 Over 2 S orts R-2750 W-5.5' R-2935 W-5.5° R3-1555 R3=1715 w PLT TYP. High Stren th,Wave TPI -95 Design Criteria: TPI S1 N ••YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTAL((", AND I BRAC116. AE/14 TO M18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 00 IYSi1T0TE. SOS O'OMOfN10 DR.. SUITE t00. MADISON. WI 53719), f0R SAFETY PRACTICES P4109 i0 p7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p7 STIUCTUAAL PANELS, BOTTOM CHORD SHALL KAYE A PROPERLY ATTACHED 21610 CEILING. --. ••IMPORTANT•- FURNISH A COPY OF THIS DESIGN 70 iM( INS7AllAT10N CONTRACTOR. ALPINE (N61YCC1[D • PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOI ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L PINE BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; 02 FABRICATING. HANDLING, SHIPPING, INSTALLING AND N BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q.. COHNEC70AS ARE MAD( or TOGA ASTM A653 GA40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO Ts] EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION CONNECTORS PER C/) DRAWINGS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING r,,.�� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SROYH. THE SUITABILITY AND USE OF THIS $OQ� �'� I'• COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSIFTPI 1-1995 SECTION 2. T 3-8-4 8-0-0 --,� - . w ,. 9fi139�5 � Cs.B,Dg�'� i30i001 C t_F * TOT.LD. "30 F F OUR.FAC. 1.25 SPACING 24.0' _Scale -.18750/F' REF R427--76105 OTN O9/2.AW198 CA:EN(�-AIB/CWC EO 73944 FROM E.D' F-• v A O C14 03., A W a W W z W2.5X4(A1) 6 c.s z w (QUTLER-BUTLER RESIDENCE - T-14 COMN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR_ BOP CHORD 2x4 F -L #1 O BOT CHORD 2x4 Standard La IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO NESS 2x4 DF -L Standard SBRACE TC 24.00` OC 6 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC, W4X4= C=3 z W2.5X4(A1) s 9-8-0 I 9-8-0 I 19-4°O Over 2 Supports R-702 N-3.5' R-690 0 C= Ij PLT TYP. Wave TPI -95 D i N CD C7� 07 N1 t, W c -I ALPINE �pE..�n����DdP�b Inc. ' =ffilk 1o, CA 95928 es 91, Criteria. TPI STD `YARNING`• TRUSSES REQUIRE ENTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO RIB•91 I ANDIIAG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT! NSTITUTE.683 D'ORORIO DR.. SUITE 200. MADISON, YI67)19), FOR SAFETY PRACTICES PRIOR TDRN��N TtlESE ►ONCTIOtlS. UNLESS OTHERWISE IND[GTED, TOP CHORD SMALL NAIE PROPERLY ATTACMEO fTRUMIAL PANELS, BUTTON CHORD SMALL RAZE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT•• FURNISd A COPY OF 7MIS DESIGN TO THE INSTALLATION COATRACIOA. ALPINE ENGINEERED P9ODUCTS, IAC. SMALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TtlE TRUSSES iN COT WITH IPI; OR FABRICATING, HABDLING. SMIPPIAG, INSTALLING AND S►(CIFICATIONACM or UPUSLISMEDTBYSTHE DESIGN AMERICANCONFORMS FORESTWITH ANDAPPLICABLE ASSOCIATION)PROVISIONS AND IPI. (AALPINEL DESIGN CONNECTORS F T NAGE Of 2ONL ASTM A663 BRIO QALY. STEEL, lNCtPT As NOTED. APPLY CONNECTORS TO EACH FACE 0/ TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A4. IME SEAL OA THIS DRIYIN6 IADI CAYES ACCEPTANCE OF PROFESSIORAL ENGINEERING RESFORSIBILITY SOLELI FOR TBE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/YFI 1.1995 SECTION 2. 18. 4 ES8►p�, +!►ERfORNiNC NN.� '98 .O S r No p,� �� * �+ * it , - '- lr(S ����jjjj����.... L� I I. PWT TC D ,O F BC DL 10.0 F B C L L 0. 0 PSF TOT. LD, 36.0 PSF 75" Ft.:� 6106 ',B. RW 'P1SR4 8264014 C A -ENG A BI A B IC C wj SEQN - OUR. FAC. 1.25 FROM E. D SPACING 24.O" C_ 0 z (BUTLER -BUTLER RESIDENCE - T-15 MONO/GIRD [1 -PLY]) THIS OMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TAIlCr LIED TOP 'CHORD 2x4 DF -L #1 18. 61 FE"YPDAr�- F� 'W '98 S �.A��� rYM NUtlYAiN * * — TC LL 6. SF TC D L 1 0.0 PSF BC DL 10.0 PSF BC LL 0.0 P SF TOT. LD. 36.0 PSF 375" Ft. RE R42-- ' -76107 S 807 CHORD 2x8 DF -L DRW CAUSR427 98264015 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO WEBS 2x4 DF -L St Standard FROM E. D BRACE TC @ 24.00' OC & BC @ 72.00" OC. GIRDER SUPPORTS: 19-04-00 SPAN TO BC ONE FACE PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. ` RECOMMENDED CONNECTION FOR 19-4-0 TRUSSES FRAMING TO THE BOTTOM DEFLECTION MEETS L/240.00 LIVE AND L/180;00 TOTAL LOAD. CHORD @ 24" O.C.: SIMPSON LUS26.• SjEE.SAjA1 Ol`,_.CmPT95.H.-1• FDR•-•--•-- • •---- _.._.-.�__—�_.—__.._...__._ ._..... NAILIN'G'SFECIFIT:ATIONT. [UNLESS OTHERWISE SPECIFIED, SUPPORTED 1EMBERS HAVE IDENTICAL -LUMBER AND MINIMUM HEEL HEIGHT OF ;UPPORTING GIRDER.] W1.5X4 01 8-0 0 Over -.2 Suppo tS,,� R-1572 N-3.5" R-1458 PLT TYP_ Wava TPT-09 4-0-2 -0-0 13(j CQJNT� 1/CJI n L.r1I.eria: Irl(JIU1 ..WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATIOR. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB•93 INANDL1NG INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PL ATI INSTITUTE, S83 D'OHOFR70 DN., SUITE 200, MIDIS WI 53739), FOR SAFfTi PRACTICES PN ION TO PERFORMING TRESE FUNCTIONS. UNLESS OTHERWISE 1N0[CAT[D, TOP CHORD SHALL HAVE PROPERLT ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREENED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACIHR OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COhlECIOR$ ARE NAGE DF 206A ASYN A653 G940 BALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTNEANISE LOCATED Otl TtliS DESIGN, POSI710N COMN[Ci0A5 PER DRAWINGS ]HO A•!. THE SEAL ON TH1S ORAWINB INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEfR IMO AIp��eeMdProd=ft,I= RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILTTV AND USE Of THIS .SacrommCnOD. CA 9SB28 COHPDNINT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANsuTPI 1.1996 :IcnoN 2. 18. 61 FE"YPDAr�- F� 'W '98 S �.A��� rYM NUtlYAiN * * — TC LL 6. SF TC D L 1 0.0 PSF BC DL 10.0 PSF BC LL 0.0 P SF TOT. LD. 36.0 PSF 375" Ft. RE R42-- ' -76107 S DATE '69/21/98 DRW CAUSR427 98264015 CA -ENG A E B C / WC SEQN - 73920 OUR. FAC. 1.25 FROM E. D SPACING 24.0" (ILUTLER-BUTLER RESIDENCE - T-16 HIP (6 -SB [AOT OP'CHORD 2x4 DF -L $1 :T2 2X6 Dr -L #2: CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0` OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. EXTEND SLOPING TC OF TRUSS AND JACKS_TO_yJEl e-RAER. -- _-.--•••-•—--•-•--••• •• • - -SUPPORT EXTENSIONS• EVERY 0.83 FT TO FLAT TC. ATTACH REACTIONS R 8 R3 ARE FOR 01 CALIFORNIA HIP AND 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS #3 CALIFORNIA HIP RESPECTIVELY. AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CDI10. SUPPORT HIP RAFTER WITH CRIPPLES AT 01-02-02 OC. WU6<� WH12-iz, 1-2-6-0--J L---2 - 6 - 0--J L< 6-0-7 ! 2-1-9 I 5-6-0 I 13-8- 0.Ov_er_2:_Suppo.rts R-1028 W=5.5" R3=617 R=1028 W-5.5` 11-Cill-0-0 a R3-617 LA -A PLT TVP. Wave TPI -95 R N DeSi n Criteria: TPI STD ••WARNING•• 18. pp B UT ^�' '�" `� ! C30 TRUSSES RfOUIRE EXTREME CASE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A40 INSTIN6. NEPER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, S83 D'OYOFR IO _w[ p. ESAy �iF 1l49S ale —.3 5" Ft, C3,3 C77 DR.. So 200, MADISON, YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFOAMINC THESE FUNCTi0W5. UNLESS ESS OTHERWISE IROICATEO, TOP CHORD SHAH tlAYC PROPFflLY ATTACMfD STRUCTURAL HAVE ��1�Aj� �� � � ,�Jjr¢ IR T/�'- -76108 PANELS. BOTTOM CHORD SHALL NAVE A PROPIRLT ATTACNEO 81610 C11 •'IMPORTANT'• FARRIS" A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE 'fP 'Uo '98 TC 10.0 PS 1/98 DA�CAUSR427 .--: RESPONSIBLE FOR AN 01 IATION FROM THIS DESIGN: ANY FAILURE TO BUILDRACT TfilGO i1lSSC3 IN COR►OgNANCE WITH TPI; BC l.D. SF DR9264021 N OR FAB41CAi1R8, HANDLING. SHIPPIR6, INSTALLING AND A l P I N E BRACING OF TSOSS[S. iMti DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of Na C4M r- m c> 40S (NATIONAL DESIOR CONNECTORSIARE►MADESOFDAGATASTM A653ACR40RGALY. [REICEPTIAS (NOTED. TPI. B C L L 0.0 PSF 6A -ENG AE B / CWC w AlpineEagineeEedPEodudB.Iac STEEL YACONNECTORS TO EACH FACE OF TSOSS, AND UNLESS OTHERWISE LOCATED 04 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16D A-1. TME SEAL OR THIS 09AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING R[SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN S40YN. THE SUITABILITY AND USE Of THIS $Bpm 9S COMPONENT FOR ANY PARTICULAR.BUTLDING 15 THE RESPONSIBILITY OF THE BUILDING DES IGYCR, PER ANs /TPI 1.1995 SECTION E. * TOT,LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" SEAN - 73884 FROM E N 0 N Yi Lc-� c --j c— CDC:) 0 z (QUTLU-BUTLER RESIDENCE T-17 COMN rBO OPCHORD 2x4 DF -L #1 T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W4X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a 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 d BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. wA C>-'2X4(A1) ; 1 2X4 (A1) w z CZ3 z w (7:- - D17 -0-0-0 LTUNG *t�s� DI� R. 0 (S BC LLr 0.0 PSF TOT. LD. 36.0 PSF DUR JAC. 1.25 SPACING - 24.0" 1 Scale—.,3w75"/Ft. �? - -76109 D*ATEj�! 09/421/98 VRW $AUSR42� 98264016 CA -ENG AEB/CWC SEAN - 73888 FROM E.0 4--2-6-0----J w z a L 6-10-0 1 6-10 0 ) 13-8-0 ver O2—Supports R-648 W-5.5" R-476 W-3.5' Fes. CAD N PLT TYP. Al ine-Wave TPI -95 R Design Criteria: TPI STD 1 •YARNING•' TRUSSES lEOYIAE EXTREME CANE iN FABNICATION, HANDLING, SNIPPING, INSTALLING AMD 6lACI'G. REFER TO NIB -91 (MANO1146 INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE 18. 4 JES CC) Q� CT IYSTI TOTE. 5N7 D'OYOFRiO DR., SUITE [00. MADISON, YI 53)19), FOR SAFETY PRACTICES PRIOR TO PERFOAM[H6 THESE FOYCTIDNS, UNLf SS OTYEIY[SE INOICATEO, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CMOAD SHALL HAVE A PROPERLY --� ATTACHED RIGID CEILING. ..IMPORTANT-- FURNISH 'GOA - A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION '98 .� N A L PINE FROM THIS DESIGN; ANY FAILURE TO BUILDCI THE TRUSSES IA CONfORMA,CE PITY TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Y� 9 �+ Q., SPECIFICATION PUBLISHED 61 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COX[ECTORS AAE RAO[ OF [OSA ASTH A663 6640 GALV. STEEL, EXCEPT Y� W t/] ftjpp lEnebOtered ProdUC'IESIDG. SOCF&Mt�1p, CA 95UB AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AID UNLESS OTNERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RISPOYSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AMT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI IT? 1 1.1995 SECTIOR F. 1. (7:- - D17 -0-0-0 LTUNG *t�s� DI� R. 0 (S BC LLr 0.0 PSF TOT. LD. 36.0 PSF DUR JAC. 1.25 SPACING - 24.0" 1 Scale—.,3w75"/Ft. �? - -76109 D*ATEj�! 09/421/98 VRW $AUSR42� 98264016 CA -ENG AEB/CWC SEAN - 73888 FROM E.0 ' (RUTL£ft-BUTLER RESIDENCE - T-18 HIP [ [TOTP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: BBOCHORD 2x4 DF -L #1 c WEBS 2x4 DF -L Standard CV ❑l: A W tx W W z c5 ' z W 'SB]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NPR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP..RAElU ------- SUPPORT EXTENSIONS• EVE' T_f 1�JF_LAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. C0110. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-05-00 OC. N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W3X6 0 W8X12 s +8-0-0 W '2-6-0-- J z L-2 - 6 - 0--J c� 6-0-7 I 3-10-9 1 5-6-0 _1 a Over 2_Supports R-1150 W=5.5" R-1150 W-5.5' R3-677 a R3-677 col ` ' �, o CliPLT TYP. Wave TPI -95 R Desi Cx:)I 07 C77 CV W C/] ALPINE �,.,,,A,�.. �i-Q����� ' Inc. SAQ>o�10' CA 95828 er I STO IN FABRICATION, HAN •'YARNING'• TRUSSES REQUIRE EITREHE CARE HANDLING. SHIPPING, a. INSTAILIMG AYD BRACING. N[fE4 TO HIB•DI (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $83 0'ONOF4IO 04., SUITE 200. MADISON, YI $3719), FOR SAFETY PRACTICES PRIOR TO PERfORMU6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCIUAAL fANEIS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.'f "IMPORTANT-- FURNISH A COPY Of THIS DES168 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO UILD TH BE TROSSES 10 CONFORMANCE WITH FPI: OR FABRICATING, HANDLING, SHIPPIRB, INSTALLING AND BRACING OF APPLICABLE SPECIFICATIONOFUBLISHEO HISTDESIGN CONFORMS AOf ADSDESIGN f04ESTWITH APER A950CIPROVISIONS TPI (NATIONAL EACH FACE ARE MADE B► I06A ASTM A633 64{0 6AlV. STEEL, EICEPT AS YOT[0. AfflT CONNECTORS TO EACH FACE OF TROSS. AYD UNLESS OTMEANISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER DpAYlA65 LBO A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING CONPOMENTRESPONSIBIfOpYANTLPA4TICULARETRUSS BUILOING ISBTHETDESIGN SHOWN. THE SUITABILITY AND USE RESPONSIBILITY OF THE BUILDING OESIGBER. PER THIS ANSIONE S•1995 SECTION E. 18. 4 FE8S/p, 1v O. '98 -►PiO ,yy [� C43818 `,. * AV CfYi1. - - C F 10�L 16�A PS �R1 TC W'L 10:0 PSF !!! BC DL 10.0 PSF 8 C L L 6 0.0 PSF TOT.LD. 36,0 PSF • . le375• Ft. REF R427--76110 DATE 09/21/98 DRW CAUSR427 98264023 CA -ENG A E B /CWC SEQN - 73893 OUR .FAC . 1.25 FROM E . D SPACING 24.0' N N N N Yi: I17 M L OO O H A O CY A W 9Y4 W W Z W (BLUTL,E4-BUTLER RESIDENCE - T -I9 COMN) IUP„1CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS Zx4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3,3. 10 PSF BC LIVE LOAD PER UBC. W4X4s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRIM 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 @ 72.00" OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. Ti9 W 1-6-2 6.0--J a L� 7-8-8 1 7-8-8 1 5=5=0`OVer 2`Supports R-695 W-5.5" R-695 W-5,5" St)TTC COU N off.. �• TME PLT TTP. Al ine.Wave TPI -95\R ;WIL®RNG ����� 1 N C>0) C73 C7) W CJ] ALPINE `vp�Meend �' SaazaaeabD, CA 93828 _ Desi n Criteria: TPI STD —WARN MG-- R TRUSSES REODIRE EXTREME CARE II FABRICATION. MAN IN6, SHTPPIRC, IYS7AlL [NB AHD gFFEI TO NI9•91 (NAMING.SUTE IySTALl IN6 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN, PYSTITUTE, SBS D'ONOFAfO OR., SUITE X00, ""ISOI, YI SXT19). FOR SAFETY PRACTICES PRIOR TO PER TURNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SBALL HAVE A PROPERLY ATTACHED RIGID CEILIl6. •IMPORTANT-- FURNISN A COPT Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED eBUILD TS, INC. SHALL NOT BE RESPONSIBLE FOR MY DEVIATION F0.0" THIS 0[SI6Y; ANY FAILURE TO BUILBRACD THE TRUSSES IY CONFORHANCE "Ill TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLING ANO SPECIFICATG OFIONUPUBLISHEDTHIS BY THESIGN A"ERICAYORMS FORESTTANDAPPLICABLE ASSOCIATION)PROVISIONS AND TPI. (NATIONAL DESIGN CONNECTORS ARE MADE OF TOGA ASTM AM 6140 GALT. STEEL, EXCEPT AS NOTED. APPLT CONNECTORS TO EACR FACE OF TRUSS, AND UNLESS OTNERYISE LOCATED On THIS DESISN, POSTED CONNECTORS PE0. ORAYIY05 160 A•!. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIMEER (yi SU AD CO"P01ENT1LITY FOR ANiIELY FOR PARTICtlIARETRUSS BU1l0IN6 ]SOTN(NE TRESPOMSIBILITT Of THE BUILDING1 THE IT DESIGN SOO M.IOESTY ANEND USEPEOf N THIS ANBIITf! 1.1995 SECTIO) X. 18.2c4 pFESS/p, �1 M CLA_ ",G� 'J8 4 C4394 r >0 * * CA - 1 TC L _, 6.0 PSF T C D L 10.0 PSF BC DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 36.0 PSF Sc —.x+75" t. REF R427--76111 DATE 09/21/9B DRW CAUSR427 98264012 CA -ENG A E 8 /CWC $EON - 73897 OUR , FAC . 1.25 FROM E . D SPACING 24.0" N M N ct.: Lc_�. I- m 0 z 1141 0 (B,UTLI!R-BUTLER RESIDENCE - T-20 HIP [8'SBI [1 -PL FBOTTDP�CHORD 2x4 DF -L #18Bet. :72.2x6 DF -L #2: CHORD 2x4 DF -L #198et. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES (9 24.0. OC. EXTEND SLOPING TC OF TRUSS A_NOJACK,6 TO HIP�F�-_-.-__.,__•• 'SUPPORT -_EUEAKIF—S EVEAY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRIKS, MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, #1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R A R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W5X8ro W3X6m W3X8a W3X6m W5X8a W2.5X4-e _-1 rl_ _ W4X12(B3) z W1.5X4 01 W5X8m W3X4= HS416I= W2,5X4- W5HEm w4X1z(B�) e W1.5X4 M -6-0 8-0-7 15-1-9 7-6-0 I_ R-2834 W-3.5' R3-1AA2 0-8-0- N PLT TYP. High St ren th,Wave TPI -:95 Desin Criteria: TPI S' ••WARNING•• Tp055[S REQUIRE E[TREME CAMSNIPPING, INSTALLING AND E IN FABRICATION, HANDLING. BR _I Atitli. REFER TO HIB-pl (HANDLING INSTALLING AND BRACIM6), PUBLISHED BY TPI (TRUSS PLATE PRIOR TO CT P[gF01NING THESE FUNCTIONS. UNLEESSSTOTNERYISEOISONINDICATED. TOP. MIICHORD SHALFOR L HAVEFETYPRACTICES PROPERLY ATTACKED tT STRUCTUTAL PANELS, BOTTOM CHORD SHALL MAFE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT -- INC. SHALL ISH 907ABEOPY OF THIS RESPONSIBLE FOR6NTO THE ANY DEVIATIONLATION FROM THISTRACTOR O SIGN: ATH TPI; OR AIITNEfA ILOREET00 ALPINE BRAC INi of TRUSSES.N COTHISMDESIGNIDMFORMS WITH APPLICABLE PROVISIONS SOFPHDS6(NATIONAL INSTALLING DESIGN N BUILD THE TRUSSES FARR HANDLING. te CAT ON CONN[CTORSIAREFMADESO DR06ATHE AST" A65SAMERICAN GR40FOREST 6A1lAWSTEEI PAPER Rfi[[PT ASSOCIATION) N TfOMO APTPI. PLYALPINE CONtlECTOAS TO ri w EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR EMli DESIGN, POSITION CONNECTCOS PER CJ] AP ORAY1N65 160 A•L. THE SEAL OY THIS DRAWING IROICATES ACCEPTARCE 0! PROFESSIONAL ENGINEERING -Y Ep p Products, R[SPOtlf IBIl17Y SOLELY FOR THE TRUSS COMPON[NT OISf 6Y SHOWN. TME SOITAB IIITY AND US( OF TMIS SB D, CA 95828 COMPONENT FOL ANY PARTICULAR BUILDING IS THE R(SFOASIBILIfT OF THE BUILDING DESIGNER, PER ANSI/TPI 1-lp96 SECTION E. R-2691 W -3.5N R3-1328 Q '98 At 043845 Dp i30,m +8-0-0 `5 P E24 F r TC L00W i 0 k TC � �bDL TO ISIE W0 PSF' B LL 9 PSF TLD - 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" � MF 427=-76112 4DATTE 09/21/98 DRW CAUSR427 98264024 CA -ENG AEB/CWC SEON - 73905 FROM E.0 470A I& �11 qh.- W4X12(B3) z W1.5X4 01 W5X8m W3X4= HS416I= W2,5X4- W5HEm w4X1z(B�) e W1.5X4 M -6-0 8-0-7 15-1-9 7-6-0 I_ R-2834 W-3.5' R3-1AA2 0-8-0- N PLT TYP. High St ren th,Wave TPI -:95 Desin Criteria: TPI S' ••WARNING•• Tp055[S REQUIRE E[TREME CAMSNIPPING, INSTALLING AND E IN FABRICATION, HANDLING. BR _I Atitli. REFER TO HIB-pl (HANDLING INSTALLING AND BRACIM6), PUBLISHED BY TPI (TRUSS PLATE PRIOR TO CT P[gF01NING THESE FUNCTIONS. UNLEESSSTOTNERYISEOISONINDICATED. TOP. MIICHORD SHALFOR L HAVEFETYPRACTICES PROPERLY ATTACKED tT STRUCTUTAL PANELS, BOTTOM CHORD SHALL MAFE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT -- INC. SHALL ISH 907ABEOPY OF THIS RESPONSIBLE FOR6NTO THE ANY DEVIATIONLATION FROM THISTRACTOR O SIGN: ATH TPI; OR AIITNEfA ILOREET00 ALPINE BRAC INi of TRUSSES.N COTHISMDESIGNIDMFORMS WITH APPLICABLE PROVISIONS SOFPHDS6(NATIONAL INSTALLING DESIGN N BUILD THE TRUSSES FARR HANDLING. te CAT ON CONN[CTORSIAREFMADESO DR06ATHE AST" A65SAMERICAN GR40FOREST 6A1lAWSTEEI PAPER Rfi[[PT ASSOCIATION) N TfOMO APTPI. PLYALPINE CONtlECTOAS TO ri w EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR EMli DESIGN, POSITION CONNECTCOS PER CJ] AP ORAY1N65 160 A•L. THE SEAL OY THIS DRAWING IROICATES ACCEPTARCE 0! PROFESSIONAL ENGINEERING -Y Ep p Products, R[SPOtlf IBIl17Y SOLELY FOR THE TRUSS COMPON[NT OISf 6Y SHOWN. TME SOITAB IIITY AND US( OF TMIS SB D, CA 95828 COMPONENT FOL ANY PARTICULAR BUILDING IS THE R(SFOASIBILIfT OF THE BUILDING DESIGNER, PER ANSI/TPI 1-lp96 SECTION E. R-2691 W -3.5N R3-1328 Q '98 At 043845 Dp i30,m +8-0-0 `5 P E24 F r TC L00W i 0 k TC � �bDL TO ISIE W0 PSF' B LL 9 PSF TLD - 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" � MF 427=-76112 4DATTE 09/21/98 DRW CAUSR427 98264024 CA -ENG AEB/CWC SEON - 73905 FROM E.0 (RUTLER-BUTLER RESIDENCE - T-21 'OPINCHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6>e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS It DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. , IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC b BC Q 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4(A2) m -6-0 1_1 Lr 15-4-0 I 15-4-0 x.30-8y-0;Ov r 2 Supports R-1244 W-3.5' i �r: R-1244 W-3.5' 0 0 N PLT TYP. Wave TPI -95 Design Criteria: TPI S' •-WARAI ING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. RAWOLIA6. SHIPPING. INSTALLING AND BRACIRO. REFER TO MIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE � INSTITUTE, !B7 D'OtlDF0.10 D0.— SUITE E00. MADISON, WE 57719). FOR SAFETY PRACTICES PA On TO 07 PERFORMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED C7� STRUCTURAL PARFLS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~_ •RED PRODUCT NT S. INC. SHALL TNOT ABE RESPONSIBLE Copy Or THIS DFOR �ANY THEINSTALLATION FROM NTHIS DESIGN: CO RACTON. AANY NEFAILURE ETO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND N BRACING OF TRUSSES. THIS DESIGN COtl►OAIIS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DES16N R.. SPE CIfICATI0: PUBLISY(D BY THE AMER ICAI faREST AND PAPER ASSOCIATION) AND TPI. ALPINE Csl CORNECTORS ARE MADE OF E06A ASTM A657 60.40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO Cj:3 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150 A-E. THE SEAL ON THIS 09ANING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING Alps- FzRFSPONSIBELITY SOLELV FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 0. CA 95M COMPONENT FOR AHr PARTICULAR BUILDING 1S THE RESPONSIBILITY OT THE BUILDING DESIGNER. PER ARSIETPI 1. 199S SECTION E. 18. 98 1* 6*= kc kir B"C L L TOT -LD. DUR.FAC SPACING -0-0 Ov F SF�le 1875' Ft. 16 PS REF R427--76113 �hO SF DATE 09/21/98 10.0 PSF DRW CAUSR427 98264011 0.0 PSF CA -ENG AE8/CWC 36.0 PSF SEAN - 73912 1.25 FROM EA 24.0" c - N LA7 CV Ci: LS) C,.-). I- 00 C=; z (RUTLER-BUTLER RESIDENCE - T-22 HIP/CARR [8'SB] [1 -PL 'TOP CHORD 2X4 DF -L #18Bet. :T2 2x6 DF -L SS: BOT CHORD 2X8 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3,3. LOADING PER TRUSS FABRICATOR ------(LUMBER DUR,FAC.=1.25 / PLATE DUR.FAC.-1.25) TC - From 52 PLF at -2,50 to 52 PLF at 8.00 TC - From 100 PLF at 8.00 to 152 PLF at 12.00 TC - From 78 PLF at 12.00 to 78 PLF at 18.67 TC - From 78 PLF at 18.67 to 78 PLF at 22.67 TC - From 52 PLF at 22.67 to 52 PLF at 30.67 BC - From 35 PLF at 0.00 to 35 PLF at 11.21 BC - From 20 PLF at 11.21 to 20 PLF at 30.67 TC - 526 LB Conc. Load at 8.00 TC - 100 LB Conc. Load at 22.67 BC - 1460 LB Conc. Load at 11.21 W2.5X4 0 5.5 r - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X12e WU8Ea W3X8EAR W5X48 W3X10i%p W2.5X4 --1 5.5 W3X8(A3) s W3XB (A3) Ea W4X12 (83) W1.5X4-1 W5X8w W6X6= W1. 5X4 <0 W4X4;a W5X8Ga W1.SX4 III 8-0-0 HS514= 8-0-7 15-1-9 7-6-0 30 -8 -0 -Over -2 -Supports R-3044 W-3.5' *..--4��, R-2121 W-3.5' awl C= PLT TYP. High Stren I C]C) C7)- $a.. 7) Q., WEa p,,,,�,,�.,, L/3MP�SBCTCJ► 9� SIJIO. TPI - Design Criter BRACING. REFER 70 1118.01 (HANDLING INSTALLING AND BRACING) AA PUBLISHED BY TPI. INSTALLING AND TE INSTITUTE. SBS D-ONOFRIO DR.. SUITE 200, MADISON, 111 57719). FOR SAFETY PRACTICES UPRIOR SS ATO PERFotMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 701 Ctl00.D SHALL SAFETY PROPERLY ATTACHED .STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY AT TOP NIGIO CEILING. IMPORTPRODUCTS ,INTLIC. SHCON AH II TSH ABEORESPONSIBLEPY OF THIS OFONGNANY TO TOENIATJOlHE Lf ONNTMIf RECTOR. ALPINEFENGINE70 ERED BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING, DANDLING. SHIPPING, INSTALLING AND BRACING OF TAU IS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESI6M spEcirEcATion CONNECTOR$ A91MADE or to BY T to6AASTM A6SSHE A6Na0N6ALV. STEEL, EXCEPTEST AND PAPER ASASSOCIATION) AAD TAPPLY ACDNNECTORS TD EACH FACE OF TRUSS, AND URLESS OTHERWE LOCATED ON THIS DESIGN. POSITIOU CONMECTONS PER DRAWINGS 160 A•I. THE SEAL ON THIS 'l RAVINGINDICATES ACCEPTANCE OF PROFESSIONAL EISIMEIRING RESPONSIBIEITY SOLELY FOR THE TRUSS COMPOICIT DESIGN SHORN. THE SUITABILITY AND USE OF THIS COMPONENT FON AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESI6HCR, PER ANSI/TPI 1.1 S SECTION 2. D 18.2c FESS/q( 198 5 4f tA1�� ,01 S• "e 8 7 5° F t. TC LL,<L� ��'�PSF REQ R427--76114 TC d� LO.OPj SF DATE 09/21/98 BC OL 'j'D.0 PSF DRW CAUSR427 98264026 8C LLD 0.0 PSF CA -ENG AEB/CWC TOT.LD. 36.0 PSF SEON - 73927 OUR -FAC. 1.25 FROM E.D SPACING 24.0" ct rUTLtR-BUTLER RESIDENCE - T-23 MONO L N C11 N 9ML L17 K --j C— 0 z TOP CHORD 2x4 DF -L #1 ^ BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONSI SURMTTTFn AV TRUCK Yro 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. W1.5X4 III L--2 -6-0---J I- 9-10-8 Over 2 Supports R=529 W-5.5• R-322 W-5.5' •N- PLT TYP. Alpine,Wi CO m C1 = ALPINE C1. Alpine ftmered W CA 9�5U9 TEN e TPI -95 Design Criteria TPI(STD YARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAMOl INN, SNIPP[66. INSTALLING AND BRAC [N6. NET R S NiB-91 (HANDLING INSTALLING AND BRACING), ►UBL ISMED BY TPC (TRUSS PLATE 71571TOTE. SBS O'ONOiR10 DA., SUITE 200, MADISON, WI 53)19), SON SAFCTY PRACTICES (TRUSS TO PERFORMI RG THESE FUNCTIONS. tl6lESS OTHERWISE INDICATED, TOP CHORD SNAIL MAIL PROPERLY ATTAt NED STRUCTURAL PANELS, BOTTOM C4010 SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION COYTAACi01, ALPINE ENG1N[ENEO PRODUCTS, INC. SMALL NOT HE RESPONSIBLE f0A ABY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN COYFOANANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BIACING OfTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (RATIONAL DESIGN SP cc IFICAT 1 09 PUBLISHED BY PI. ALPINE CONNECTOR$ ARE MADE OF LOSATASTM MA65)AGR40RGALV. STEEL. EXCEPT EST AND PAPER IASI NOTED. ON) AND TAPPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTRENVISE LOCATED 06 THIS DESIGN, POSITION COYYECTON PER ONAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROfESSIOBAI ENGINEERING 1E SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A4S1fTP1 1.1995 SECTION 2. 4- 0-7 8-0-0 ft $am 1� - 1� � t F Pale -.3750/Ft. TC LL ®16. PSF REF R427 -76115 TC 10.0 PSF DATE 09/21/98 BC DL 10.0 PSF DRW CAUSR427 98264017 BC LL 0.0 PSF CA -ENG AE8/CWC TOT.LD. 36.0 PSF I SEAN - 73935 DUR.FAC. 1.25 FROM E.0 SPACING 24.0' LER -BUTLER RESIDENCE - T-24 MONO HIP [6 -SB] 8 8 -SB IThP.CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0° OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.94 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HID -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-08-14 OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R 8 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W3X62 W'AYA= LQ ---2 - 6 -O---J o, L_ 6-0-7 I 3-10-1 I a 9-10-8 Over 2 Supports R-730 W-5.5' R=530 W-5.5' R3-528 113-301 51. PLT TYP. Al ine,Wave TPI -95 D C 1t I CJD Y7-. Csl tJ] T 2- -a B -o -o In A L P I N E pp��,,,,,,,�,,,��� �P1m`�6���md = Inc ' Sma-W-'CA9582B ei n r —I a: TPI STL •BRACING. REFER TO�MID-91 1R(HANDLING IISTALL1 6E IN A AND BRACING). PUBLISHED BY TPI INSTALLING (TRDSSPLATE 11,117UTI. 5B3 O'ONO.RIO DR.. SUITE 200, MADISON, YL 53719), F00. SAFETY PRACTICES PRIOR TO PE0.f04NIIG THESE .UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HANE PROP ERIY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NATE A PIOPERLY ATTACHED 41610 CE ILItle. IMPORTANT- FURVLSI A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALINE ENGINEERED PRODUCTS, INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN; ANY fA1L94E i0 BUILD TYE TRUSSES IN CONFORMANCE WITH TPI; OA FABRICATING, HANDLING. SNIPPING• IHSTALIIWG AYD SPECIFICATIONBRACING OF USSES.PUBLISHEDTBYSTOESAMERIGN ICANOFORESTms TAID PAPER ASSOCIATION)O APPLICABLE SOF NOS AND TPI. (NATI ALPIYfONAL OE116N COMNEC70RC ARE MADE OF 206& ASTM A653 6g10 GALT. STEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FA Of TgUSS. AND UNUS I SI OTHfRVIST LOCATED ON THIS DESIGN. POSITION CONNECTORS PE0. DRAWINGS 160 A•E. THE SEAL 04 THIS DRAWING INDICATES ACCEPTANCE 0. PROFESSIONAL ENGINEERING COMPOtlENT IFORVANYSOLELY PARTICULAR THE BUILDINGOIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. SUITABILITY ANSI/TPI 11995 SECTION 2. PER THIS 10. �.ytR Evy7 O \ � 98 • A f" 5 r m * * a - - - - 1 I ,� .0 PSF D 10.0 PSF C DL 10.0 PSF B C L L 0 . 0 PSF TOT, LD, 36, 0 PSF - Scale -.375" Ft. REF 11427--76116 DATE 09/21/98 DRW CAUSR421 98264025 —CA -ENG AE B /CWC SEQN - 73938 DUR.FAC. 1.25 FROM E. D SPACING 24.0" - ERMIT NO: 25-98 Lake Oroville Area Public Utility District 1960 Erin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Applicant: Applicant Address: Applicant Phone No.: November 13, 1998 Richard and -Dona Butler (Chris Carter Const.) 88 Riverview Dr. Oroville,.CA 95966 589-0365 or 589-1824 Property Location (s): 88 Riverview Dr. , Oroville, CA 95966 Glendale Ridge Tract a portion of Lot. 13 A. P. No. (s): 069-330-039-0 Fees due: $1,500.00 Total Due ($500.00 LOAPUD Connection f.ees•$1;0,00.00 SC -OR RFC) 1 Application for service approved: N�641j' LAKE ORO IL A EA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M Date: Lake Oroville Area Public Utility District release to close permit: Date: By: U CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT cif fL�/IGlz�f &2 /lam( . hereinafter referred to as "Applicant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: 86 A.P.#: 69-33--3 Subdivision: 0�11property Annexed. ❑ Property Not Annexed ❑ Property Annexation in Progress Kind of Service: Residential ,OResidence of Owner ❑ental (single.family) ❑ Rental (duplex) ❑ Industrial ❑ Commercial No. of E.D.U.'s this permit: Multiplication Factor: / `Monthly Charges: 7 S 0o Connection Fee: ❑ Apartment SC -OR Facility Charge: l 0 00 Total Amount Payable This Permit: IR0 The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by Districtfrom time to time. Mailing Address of Applicant Name of Owner if not Applicant Mailing Address of Owner Phone # of Applicant: moi— O ACOS 62 SSQj aa11 Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by District staff. 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with .payment of any increase in connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final inspection. Payment received by: Date: Receipt # ❑ CASH ❑CHECK # LAKE O VILLE ARE D. By: Date: / l A /%B Permit #: "Monthly charge payable at the current rate at time of connection. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERM' NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 "7 APPLICATION ANtD PERMIT ASSESSOR PARCEL NUMBER ZONING 69-33-39 ARl BUILDING PERMIT OWNER TELEPHONE SQA FT. OCC. BUILDING VALUATION Ruby Owens 3382 R 135 280 OWNER'S MAILING ADDRESS S7 7 I��� 88 Riverview Dr. Oroville 95966 L7/ 776 M 10,864 CONTRACTOR'S NAME TELEPHONE 965 COV 9,650 Owner CONTRACTOR'S MAILING ADDRESS 153 open 765 Fireplace 3 ' 11011 3,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 159,559 None LENDER'S MAILING ADDRESS Filing Fee $ ;0,00 Permit Fee $ 583.00 ARCHITECT OR L.V ;INFER None LI_CENSE NO. Plan Checking Fee $ 291.50 n ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 15.00 Penalty $ BUILDING Riverview88 Dr. Oroville Permit tee $ 899.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 34,00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each pas water heater or vent 5.00 5,00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 1 9_00 SF X' Duplex❑ Mobilehome❑ Other Building sewer 5.00 SPECIFY Mobile Home Is G W 10.00ea TYPE OF WORK Ne-9 Addition❑ Remodel[] Utilities[:] Installation❑ Other❑ Permit Fee $ .64.00 Describe work: 3 RR Contractor ELECTRICAL PERMIT Filing Fee 10.00 600V OR L Main service 100 AMP ORSLESS 10.00 Main service EA. ACD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. DWELLING oc P ,AOsgft I declare under penalty of perjury (check one): OR ACDNS. ( ACC. BLDGS. NEW CONSTR. MUL '.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business POWER APPARATUS e and Professions Code and my license is in full force and effect. (SINGLE OUTLET CIR. License No. Classification. Ex. Occup(6UTLETS OR FIXTURES eA 0 0 FIXED PR I, as the owner, or my employees with wages as their sole compen- Ex. Occup. OUTLETS (RESID IEAJ 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. IYirin 15.00 ors. (Sec. 7044) 9 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating 7.50 ❑ I have placed on file with the County of Butte Building Department 3T a.Certificate of Workmen's Compensation Insurance or a Certificate Cooling 1.00 of Consent to Self-Insure. 9 I shall not employ any person in any manner so as to become subject Hood 3.00 13.00 to the W. C. laws of California. Ventilation 3 3.00 9.00 Notice to Applicant: If after making this statement, should you become subject permit Fee $ 40.50 to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ 30.00 to building construction, and hereby authorize representatives of the County of occ CONST TYPE Butte to enter upon the above-mentioned property for inspection purposes. f 3 -A/ TOTAL TE $ 141.05 I ails a to save, indemnify and keep harmless the County of Butte against HAL. CUA PARK SCHL FLCDF PAR PD I HO. ISSUE all iabi ties, judgments, costs, and expenses which may in any way accrue x� inst said County in nsequ a of the granting of this per 't. 7 This permit is hereby issued under the applicable provi- _ Date -ions of the Butte County. Code and/or resolutions to do Signa ure of plicant - Owner ❑ Contractor ❑ 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- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in -height. '\Receipt No. 83708-$346.50// BY Date I-MITE-D.P.W.. YELLOW-A "RM@ SPECTOR. 00LDENROD-APPLICANT PERMIT EXPIRES Date 5 COUNTY OF BUTTE - DEPARTMENT.OF"PUBLIC WORKS - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILitE; C4WFARNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET -' Permit No. OWNER Owe s _ A. P. N.D. Proposed Building Use / Ve u Building Inspector Date At time of permit application, I 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) .S 9. Mobilehome installation data including manufacturer's installation instructions... �.o.}f.� •�-.�. 10. Fees of $ / ?' ........................ 11. Chico Urban Area fees paid ......................................%)* 12. Park fees paid .............................................. . 13. rn L (C' V4 Sc of Distrl1r fees paid .............. 14. Sanitation approval from ('O t/ i �! @ Health Department 15. City, of Chico plumbing permit ..................................... 16. 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 ....`.............. 23. Owner -Builder Verification (Given to owner'❑, Mail to owner ❑) ..... —/_ 24. Recorded copy of Agricultural Acknowledgment Statement.. °...... . 25. Let r of sign ture authorization ..................... . 26 K rC n 7. T When you issue the permit rook/ess s follows: Mai to owner. Mail to contractor. /Y Telephone �� ' o ( and hold for pickup at r© office. Deliver w./inspector. Other + Applic t / Date �! Copy of Haz-Mat form sent Health Dept. Fire Dept. air Pollution Date Copy of plans sent Health Dept. _Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. fT��) 2. Additional items required: /llo Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by L, Date Sets ofplans on hold in File cabinet AP folder 3 P1%%I e4 ((cd – A�-o CtiswEW Copy—DPW .T /s -- / COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address Phone Contractors License No. City 4. I plan to provide portions of this work, but I have hired the following person to coordip4e, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owners Social Sec rit . umb r Date,T�' NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. Page 47 BUTTE COUNTY i i Date: 08/09/90 Road listing Report ------------- From/To Crossing Roads l --=--------------------------------------- Surf Road No Road Name Dist Road No Road Name Milepost Mapsheet Coord Class Type Mileage 18505-6 IRWIN AVE 5 18451 PALERMO RD 0:00 04F1 02E MR 1.07 END 1.07 Remarks:' .32 N. BOHEMIA AVE 62445-D ISHI DR 1 END 0.00 02F1 05F MU 0.52 i END 0.52 Remarks: .05 W. YANA CT TO .0875 W. INDIAN DR. i------------------------------------------------------------------------------------------------------------------------ 25505-P ITHACA ST 5 25491 MYERS ST 0.00 04D1 05E MU 0.46 . 25505-0 FAUNCE WY 0.46 29565-F JACK HILL DR 6 29556-R ROYAL OAKS DR 0.00 OOM1 03C MR 0.96 29556-R ROYAL OAKS DR. 0.96 - ------------------------------------------------------------------------------------------------------------------------ 70445-D JACK PINE WY 1 69451 STEIFFER RD 0.00 02F1 02D MU 0.86 END 0.86 Remarks: .025 S. TWIN PINE RD i ------------------------------------------------------------------------------------------------------------------------ 53235-J JACKSON ST 2 53235-M CALIFORNIA ST 0.00 01F4 03B MU 0.27 M j END 0.27 Remarks: .08 N WISCONSIN ST. -------------------------------------------------------------------------------------=---------------------------------- 60105-F JACKSON ST 3 60082 MARKET ST 0.00. 01 07A MR 0.06 60092 COMMERCIAL ST 0.08 --=--------------------------------------------------------------------------------------------------------------------- 60105-H JACKSON ST 3 60105-C E COMMERCIAL ST 0.00 01 07A MR 0.08 60105-D CALIFORNIA ST O.OB ------------------------------------------------------------------------------------------------------------------------ 24505-C JAN CT 5 24505-B MAR60 LN 0.00 04D1 06E MU 0.02 'END 0.02 Remarks: .02 E. MARGO LN ---=-------------------------------------------------------------------------------------------------------------------- 62405-F JANINE CT I END 0.00 02F1 05D MU 0.07 62405-0 WICHITA DR 0.07 Remarks: .07 S. WICHITA DR ------------------------------------------------------------- 61425-C JARVIS CIR 1 61411 ---------------------------------------------------------- PONDEROSA WY 0.00 02F1 05E MU 0.27 61411 PONDEROSA WY 0.27 ------------------------------------------------------------------------------------------------------------------------ 25505-R JEFFERSON ST 5 25505-S MARION ST 0.00 04D1 05D MU 0.10 25491 MYERS ST 0.10 ------------------------------------------------------------------------------------------------------------------------ 62415-X JENNIFER CT 1 END 0.00 02F1 05D MU 0.06 62415-H WOODBURY DR 0.06 Remarks: .06 S. WOODBURY DR ----------------- 23515-D ------------------------------------------------------------------------------------------------------- JEWELL CT 5 23515-C FORESTVIEW DR 0.00 04D1 06F MU 0.03 END 0.03 Remarks: .03 N. FORESTVIEW DR --------------------------------- '---------------------,:---------------------------------------------------------------" 59195-N JOLYN WY 3 END 0.00 01E3 03F MU 0.14 END 0.14 . ----------------------------------------------------------------------------------------------------------------------- Remarks: .019 S TO .121 N. ALINN WAY W 3� l�00 IV 7q I 3� l�00 RESIDENTIAL PLAN CHECKING GUIDE .12./90 (S.F., DUPLEX & MISC. ONLY) %� / Bldg. Permit # OWNER 41 0 1 A. P. # Plan Checker GENE/RAL d� oning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. groper description of work on application. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). PLOTPLAN Q! C.amplete parcel size and dimensions. Setbacks, sideyards, easements, etc. s. u a on xcc coi rorm7.. FLOOR PLAN Complete to scale plan with dimensions. Rk'-1-equired windows for light and ventilation (Sec. 1205). ,. V Required windows for second exit (Sec. 1204). uman impact glass (Sec. 5406). �! R quired room sizes, ceiling heights (Sec. 1207). Y. FCIs in baths, gauge, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- -,nance of mechanical equipment. 9 Locations of water heater, heating and cooling equipment, other electrical �• o�bas equipment. LA!5a-rage firewall, door size, and closer (Sec. 503(d)(3)). ,1 1 3'0" exterior exit door (sec. 3304 (f). 1s2�Ia�e-and wood stogycation, al arance. 18. moke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 0 Standard bracing or engineered design (Table 25V) Unusual shape,.size, or split level house requiring ZEL �o .b foundation plan complete enough to construct building. la.,. --Floor construction details complete enough to construct building. vations and wall construction details complete enough to construct Roof construction details complete enough to construct building. 8 mer ties or bearing ridge beam. G oor or porch header sizes. . 10"Stud heights. 1 . 1 pecia building, 12/90 ' . RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR -Ir Stairway details: landings, rise and run, head clearance, handrails c. 3306). Guardrail details (Sec. 1711 & 3306(j). • aP ). x roper roof pitch for=o�cnIV-P-ring(Chapter 32). Roof covering type - (firazard). n. 36" halls and stairways. • - - side - 716). 1 tic access and ventilation (Sec. 3205). U floor access and ventilation.(Sec. 2516). l --Combustion air for fuel burning appliances - L.P.G. requirements. S. Enemy design. l -Flashing at all exterior openings. F C� �iU�� 9y ��1,•7 ��� 71 CO �ici y CA1fv/ 7�� 71 Z-6 7� 4 / �� s,� ,✓ iz7 r 9 Certificate of Compliance: Residential Climate Zone 11 Project Title / 88 �i !��?l//ifa/ . 7 7 Address Documentation Author Telephone �zy- �;'/ Bu ding Perm it# Checked By / Date Fnfotvement Agency Use Only BUILDING DATA Area North Glass Area IJr- % Glass 1, a Conditi Floor Area „�3,Pd_ Number of Stories Z- East T_/ , Slab - Number of _Units T South _ 9 1, 7 Single Family Detached (SFD) [ ] Addition Alone West 3 Y 7 [ .] Single Family Attached (SFA) [ ] Existing Building Skylight o O [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total 7-f6 a?. � BUU,DING SHELL INSULATION p THERMAL MASS Component Insulation Locatiion/Comments Area Thickness (slab/exposed, tile, etc.) Type R -Value (attic, to garage. Cipicel, etc.) Wall .............. Wall .............. Roof ............. Root' ............. _ Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices .Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single. double) (yoller blind. etc.) (shadescreen, etc.) (yeshto) (metal/wood) North ( ) 7s d i£ North ( ) East East ( ) South South ( ) West ( ) 3y7 West ( ) Skylight....... p THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner. hent DUMD) (SE. SEER.HSPF) Duct Location Duct Output (attic, etc.) R -Value (Btuh) Maximum Furnace Heating Output: - HOT WATER SYSTEMS Tank E etc. Btuh Manufacturer/Model # (or avoroved equal) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Manufacturer / Model # al i Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measum regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliants regwremcnts listed on the Certiftcats of Compliance. When Oto checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component perforrrunce specifications for the mandatory mcasurca whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER I ENWRCEMENr 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 (dos not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 perrnlutch. §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/Exfilttation Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air § leakage. b. Doors and windows certified. c. Doors and windows weathcrstripped: all pints and penetrations caulked and scaled. §2-5352(e): Special infdtmtion barrier installed to comply with §2-5351 meeuCEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built rMlaces have: a Tight fitting. 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. HVAC and Plumbing System Measures 12-5352(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 -rued space hating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water haters, showerheads and faucets certified by the CEC. §2.5352(i): Water heats insulation blanket (R-12 orgreater) or combined interior/extcrior 7 insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or grater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & racirculating ` piping. §2-5318(d): Swimming Pool Heating 1. System has: a. Onloff switch on hater. b. Weatherproof instruction plate on hater. r c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 1 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures t §2.5352(1): Lighting - 25 lumcns4ivatt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers, fmczers and Iluomscent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists dr, building features and performance specifications needed to comply with l Title 24. Chapter 2-53 and Mile 20. Chaptrr2. Subchapter4, Article 1 of the California 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 purdaaser of the building. (' Designer Name: Title/Fum: i Address: Telephsonc I' Lic.0- (signature) Documentation Author Name: rldc/Fum: .f Address: (d+tc) BuildingOv�ter Name _ } TitkJFurn �`._ _ _t Address- T ne: (sig lure) (date) Enforcement Agency Name: . Agency: Telephone: 1. Ceiling Insulation Single- Single - Number of stories Number of stories Family R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 .2 R-30 -2 -1 -1 R-38 0 0 0 U -value U -value -144 -70 0.50 -176 -84 -54 0.30 -102 -49 -02 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. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - Number of stories R -value 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 -144 -70 -46 0.80 -153 -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 Insulation in Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories 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 4. Slab Edge Insulation 4 40 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 -4 -3 .1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 -1 -2 .2 4. Slab Edge Insulation 4 40 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 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 Single- Slab Floor ElTecdve Percent Glass Mass 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 -07 -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 -01 -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 7. Shading (Shade Open) Effective Percent Glass (percent Stan x SC) Effective Single- Slab Floor ElTecdve Percent Glass Mass %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 na = not allowed -23 3 0 - -4 a3. Shading (Shade Closed) Single- Slab Floor ElTecdve Percent Glass Mass Family (Percent glare x SC) Mute Effective Stories Attached /CFA One Two %Gtes6 North East Sa M West Skylight 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 -II -10 -30 4 -1 -6 -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 no • not allowed 3 7 8 10 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Mute Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 .1 -1 0.1 -8 -5 -0 -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 2.0 -1 2 4 5 6 7 2.5 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 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 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 - Sum of 1-6 Wall Family Family Mute Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13' 11 1.80 10 12 12 200 10 11 13 11. Heating System SE or HSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 1 12. Cooling Syst•1an SEER (assume; ducts In aide) Sim of 7-10 -25 or -24 to r14 to -41D Sum of 1-6 16 or SEER less -15 I -5 -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 20 17 14 Efrective-SE or HSPF 6 (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to d to +610 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 System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 1 12. Cooling Syst•1an SEER (assume; ducts In aide) Sim of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories -25 or -24 to r14 to -41D +6 to 16 or SEER less -15 I -5 +5 +15 more 8.0 -14 =12 -10 -8 -6 .4 8.5 -9 -7 -6 -5 -4 -3 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 14 12 9 6 WSB Effeetive SEER 3 3 2 (SEER x sue! efficiency) POU 8 5 Slav of 7-10 3 3 Effective -25 or -24 to -14 to -410 +6 lo 16 or SEER .less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 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 25 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. One -5 4 4 -3 -2 -2 Two+ 3 3 2 2 2 1 Single -Family f: Detached and Attached COND . FLOOR AREA f Unit Size (sQ TYPE 2 MASS Water ;09 12M 1700 2200 2700 Heater credit or I to 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 WSB 5 3 3 2 2 30% POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 100% 105% 110% 115% 120% 125` Solar -1 -1 -1 0 0 1.1 HWR -18 - -12 -9 -7 -6 2.S WSB -25 -16 -12 -10 -8 4 POU. -18 -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 1.4 Solar 7 5 4 3 2 2.9 POU 3 2_ 1 1 1 IE None -28 -19 -14 .11 .9 0.3 Solar 8 5 4 3 3 1.8 POU -10 -6 -5 -4 -3 3.3 Multi -Family (Individual units) 4.1 4.3 4.S 4.8 Unit Size (sQ 52 Water 56 699 700 12M 17100 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.2 WS8 9 4 3 2 2 4.7 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 21 Solar 2 1 1 0 0 3.6 HWR .23 -12 -8 -6 -5 5.1 WSB -25 -13 -8 -6 -5 0.9 POU -23 P-8 _12 •8 -6 .5 IG None 28 -4 �3 -2 ; -2 3.9 Solar 6 3 2 1 1 5.3 POU 1 0 0 0 0 IE None -30 15 -10 -8 -6 2.7 Solar 18 9 6 4 4 4.2 POU -8 . -4 .3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Interior Mass/CFA _ �• T oC --� X X T- TYPE 1 MASS AREA t rive I puss COND . FLOOR AREA TYPE 2 MASS AREA = �� Exterior Wall Mass OND. FLOOR AREA r 72 X F- = 0..5'51 SE or HSPF Duct Efficiency [0.781 Effective SE or [0.7716.6] HSPF 10.5615. 151 8.9 X r g,(, _ -e 6 5' SEM [9.51 Ic.t9et.d .I.bl ttfective SEER 17.031 Type [SG] Credit [none] I TYPE 1, MASS (UIMC 1.2, t0: exposed Blab) . 0% 5% 10% 15% 20% 2S% 30% 35% 40% 45% 50% 55% W% 6574 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125` 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.S 2.7 2.9 32 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 2S 2.7 2.9 3.1 3.3 3.S 3.7 4 4.2 4.4 4.6 4.8 S 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 21 2.9 3.1 3.3 3.S 37 3.9 4.1 4.3 4.S 4.8 5 52 5.4 56 30% 0.S 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.2 3.5 17 I9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 se 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 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 59 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 9.4 3.6 9.8 4 42 4.4 4.6 4.8 5.1 5.3 S.S 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 62 60% 1 1.2 1.4 1.7 1.8 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 61 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 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 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 58 6 62 64 7S% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 .8.4 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.S WY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 5.6 5.8 6 62 64 66 857: 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.84 4.2 4.4 4.6 4.8 S 52 54 S.6 59 6.1 63 6S 67 90% 1.5 1.7 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 53 5.5 5.7 5.9 6.2 64 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 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 67 69 100% 1.7 1.9 21 2.3. 2.5 28 3 3.2 3.4 3.6 3.8 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 7 105% 1.62 2.2 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 56 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.7 6.9 6.1 6.3 6.5 6.7 69 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 S.S 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 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 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. 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. Water Heating Measures 6k` ?o or R-value1381 U -value [0.030] / I or R -value [ 11 J U -value [0.098] or R-value[191 U -value [0.037) or R -value [01 F2 factor [0.771 brat/' Type [double] U -value [0.65] % Total Glass [ 16] Point Scores O 0 Sum 1.6 % Glass SC Eff. % Glass . X ' /.l .y I / / /^ %� - /. !A1, �7 V 6. q X I77 - Sy 3/ -_' Z .11 7 X 77 4- I� X e%� _ �• T oC --� X X T- % Glass SC Eff. % Glass �, aZ X .GG = A vt5- g.� X X66 _ q.ss- 7 X . 44o _ 7? y, I X e (A � yl. � to . X0 X TYPE 1 MASS AREA Interior W- ss/CFA COND . FLOOR AREA TYPE 2 MASS AREA = �� Exterior Wall Mass OND. FLOOR AREA r 72 X F- = 0..5'51 SE or HSPF Duct Efficiency [0.781 Effective SE or [0.7716.6] HSPF 10.5615. 151 8.9 X r g,(, _ -e 6 5' SEM [9.51 Duct hiliciency I034J ttfective SEER 17.031 Type [SG] Credit [none] 4-1 a. 3 Sum 7-10 7 + � S c� 3� Point Total: cc•