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042-590-062
V - .r• - - - - - --- -� - - - - ' - 7 ` 42-59-62 757-90B,P,E,M :RUSH, Ginger & Incaudo, Eva � >> 3021 Ba -Ave;v Chico Contr : Warren Edson �• r< �' r (new -single family) 042-590-062 02-1322 ' BROWN, Steve & Paulett + 3021 Bay Ave.; Chico r Cont: Care -Free Pools ` New Pri. Swimming Pool X� �r { - X04-3:34 042-590-062. BRO", JOHN 3021 BAY, AV E, C11CO Cont: CUSTOM ELECT CON ELEC.SVC FOR FOUN \ •� i r,^ pp, s 9 a ,i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: PERMIT NO. BP043134 Issued Date: 10/26/2004 APN: 042-590-062-000 Site Address: 3021 BAY AVE CHI Map Index: OWNER -BUILDER DECLARATION Description: ELEC SVC FOR FOUNTAIN I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BROWN JOHN STEVEN & PAULETTE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a WINDSOR signed statement that he or she is licensed pursuant to the provisions of 3021 BAY AVE the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973-8731 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MATTHEW BOSSCHART PP owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 16 SORENSON CIR provided that such improvements are not intended or offered for CHICO, CA. sale. If however, the building or improvements are sold within one 95973 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 530-228-5300 ). /sale. a/,*',, 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 not apply to an owner of property who builds or improves thereon, tContractor: CONTRACTORS INC and who contracts for such projects with a contractor(s) licensed CUSTOM ELECTRICAL pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 otqftel3usiness an Pr sions Code j 11366-C AMALGAM WAY Date:owner: RANCHO CORDOVA, CA 95670 WOR ERS' COMPEN TION DECLARATION } (916) 638-4118 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the ' License #• 787665 Labor Code, for the performance of the work for which this permit ' is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer' Carrier: Policy #: 0/1 certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, 1 shall not employ any person in any manner so as to Valuation' $0.00 ^ V become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall' U forthwith comply with those provisions. Date: L V ` ] Applicant: L WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. A- ( of)coq 55 ; / o/j 4/o¢ CONSTRUCTION LENDING AGENCY Thi I hereby affirm that there is a construction lending agency for the Re performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By' Address: )by issued under the applicable provisions of the Butte County CodR Power work indicated aboveforwhich fees have been paid. !' �' f: ' '�Y� Date: 1 D•_ -.0,e, . o ❑ I 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. . Cl Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. n • n l l Print Name: Signature:c_N a. Date: ❑ Owner O Contractor W Agent for Owner ❑ Agent for Contractor r' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP043134 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/26/2004 APN: 042-590-062-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 3021 BAY AVE CHI Date: Contractor: Map Index: Description: ELEC SVC FOR FOUNTAIN OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BROWN JOHN STEVEN & PAULETTE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a WINDSOR signed statement that he or she is licensed pursuant to the provisions of 3021 BAY AVE the Contractor's State License Law (Chapter 9 commencing with Section CHICO CA 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 95973-8731 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MATTHEW BOSSCHART owner of property who builds or improves thereon, and who does PP such work himself or herself or through his or her own employees, 16 SORENSON CIR provided that such improvements are not intended or offered for CHICO, CA. sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 95973 proving that he or she did not build or improve for the purpose of 530-228-5300 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 not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: CUSTOM ELECTRICAL CONTRACTORS INC pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 o Business an Pr sions Code 11366-C AMALGAM WAY Date: Owner: RANCHO CORDOVA, CA 95670 (916) 6384118 WOR ERS' COMPEN TION 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 License #•' 787665 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier. Policy #: UicI certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 0L v` Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 4-13eDQ-q 55. CONSTRUCTION LENDING AGENCY This permit is ereby issued under the applicable provisions of the Butte County Cody ?nrUor I hereby affirm that there is a construction lending agency for the Resolutios to o work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) - By: Date: Name: PERIT E PIRES ON: I �• S Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. 1 hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: 4 I Date: �� 2 0 Owner ❑ Contractor W Agent for Owner ❑ Agent for Contractor BUTTE COUNTY --_,► \ �.,. PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BP ® ¢31 OFFICE #: (530) 538-7541 BIN # A FEE KILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Nam b ust Name �� Address City City Sta Zp2 PhoneFax • 3 , v� E-mail-- �- Phone= Zs Ze- APPLICANT NAME CONTRA_ C-T_OR--.----' Name City Address Address City Fax City--- Zip -State- Book -Zip---"-J �- Phone= Zs Ze- - -Fax io as APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Book Fax E-mail Planner 07Date We License Number APPLICANT NAME Name Address City State Zip Phone Fax E -mag APPLICANT SIGNATURE X For office use only - Zoning Property Address _50n 1 A -a Flood Zone Cross Street SRA I Yes No Occ. I Type Const Subdivision Name Map Book Page, Lot # Planner 07Date Approved: LOCATION Property Address _50n 1 A -a City C44-1 Cross Street WORKER'S COMPENSATION Policy Number Carrier lfhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY ame Address Description or Scope of Work: E LE�e--7_P— l G ,4�t_ SVG r-oP-- Sq. Footage O Structure Built without Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the ezpiration�f the - permit and no construction work has been done. Filing fees,k plan check fees for work plan checked and other department costs are not refundable. Received by: 11%1 Amount . L Bldg SRA Receipt t ,4. j 3o& j Date: 10164 ____Sheriff SMTP Other S� Total 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 BEACCEPTED. ALL PLANS MUST BE LEGIBLEAND ININK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. :1 3. Engineered truss details and layouts in duplicate Cf required). No faxesl 1 -4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) 7 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. 7 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. 7 7. Metal bidgs: (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. 1 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). 7 12. Hazardous Material Form (for Commercial Buildings only). l 13. Sanitation and site plan approval from the Environmental Health Department. remaining items needed to issue the permit Additional items may be required after Plan Check and Planning .view (May require additional plan review upon receipt of the following items.) I 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 1 2. Impact Fees. 1 3. Califomia Department of Forestry plan approval (if required). 1 4. NPDES Form. 1 5. Encroachment Permit for driveway from the Public Works Dept (construction approval prior to occupancy). 6. Contractor's ficense information. (Number, Name Style, Classification). 7. Worker's Compensation Carrier and Policy Number. 8. Owner -Builder Verification (if required). 9. Letter of Signature authorization (if required). 10. Recorded copy of Agricultural Acknowledgment Statement. 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). you have questions or would like additional information regarding this process, contact a Permit )plication Assistant at (530)538.7541. EXPIRATION OF APPLICATION plications for which a permit has not been issued will expire one year after date of application. In order to renew action an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS funds can only be made upon written request by the person who paid the fee. The request must be made within two irs from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits jed; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan .ck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION DRMSSUILDING FORMSXR1deAnn1..`IiN?n 1 4__ or- `°� acv f'7� �M Ce or r m � iii COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT ��3 az ASSESSOR PARCEL NUMBER 042-590-062 ZONING RT -1-A BUILDING PERMIT OWNER STEVE & PAULETT BROWN TELEPHONE 93-3401 SO. FT. OCC. BUILDING VALUATION . OWNEfl'30111JfJG BAY AVE., CH I CO CA 95926 50,000.00 CONTRACTORSNAME CAREFREE POOL TELEPHONE 342-4639 OONTP.O.IBOX 88689 CHICO CA 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 50,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 414.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILD3021 0 21 ssBAY AVE . , CH I CO CA 95926 Energy Plan Checking Fee $ $ 116-68/ 71 10-5-89 194ac PERMIT FEE s 457.50 LOT NO. 6 SUBDIVISIONS NAME WILLOW BEND SUBDI PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ POOL MASTER #502-97 Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 20OAORLESS23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is n full force and effect. / License Class �- 5 3 Lic. No. 3� 6 � � !0 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, 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 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' coansa n insurance carrier and policy number are: Carrier .bt1; V Policy Number s /!'- 0 f (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' compensation provisions of section 3700 of the Labor Code, I shall with comply with those provisions. X .0 Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Age t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO lOooA 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. 8 ACC. BLDS. 3.5¢Fr: �" H'.R S'.ONSMULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OVrLET CIR. .00 Ex. OCCU . OUTLET OR FIXTURES aAL @ I.50 FIXED APPLNS. OR 5.00 Ex. Occup. ouTLETs RESID. Ew Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOi E eC t i c 30. 3 0. 0 PERMIT FEE $ 5 0 . 0 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 572.50 HAZ. _ D. FEES _ IMP _ FLOOD X CDF PARCEL PD HD ISSU 11 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / a By t ate l G PERMIT EXPIRES ON 2 0 3 I (0d.) Receipt No. 343961 572.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I f eb 01 02 08:13a P.1 t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMI 0. tRev.12196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONINa BUILDING PERMIT _ Z- o -Q6 Z 027-)-.A_ _ OWNER C ve d- eA -' SroLA) T MO3��o�- SO. FT. OCC. BUILDING VALUATION OWNER'S MAUNG n 0 02-•Jlf- - -Vl t c .� — coNrRACTon�,N� ✓' `� _ / `� ` 'O � TELEPHONE - - [[ �Nl_�h3s WNIN/W IUJfD](�1111YjN wNH,! V 6 V 1•` k D -/ 52_j CONSTRVCTTItO` NNLENDER LENDERS MAILING ADDRESS ARCHRECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS BUItDWOADDRESS 302-1 ��Ot W a u,i�t-J F3��J1� ail !f3 IDI NO. / I SUBONISIONSNAME 1 �p ' bF3-71 �o-s-g AROEL MM (� USEOFSTRUCTU ► 9 �/ K Q_ SF 13Duplex O Mobilehome/`:'C^.{` O Cher � ` ` SPECIFY TYPE OF WORK Now O Addition ❑ Remodel O lyltilities ❑^ Installation Q] Other O r Describe ork: fz-L'�D "Y' 9 8320 "PERMIT FEE PAlb SRA SHERIFF OTHER AMOUNT REC"b Re " TO $Q IVT uITo 60MIVTER Fireplace Total Valuation S s - 0,000 Filing Fee $ 20.00 Permit Fee E G �— Plan Checking Fee $ Energy Plan Checking Fee $ PERMIT FEE i PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water pip ng 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 - Building sewer 15.00 Mobile Home I S G I W @20.00 PERMIT FEE _/17 ELECTRICAL PERMIT Filing Fee 20.00 OR Main Service 2°0,°„A . E. 23.00 Main Service 200A TO 1000A 46.00 NEW CONO . OWElLINGOGCUP. OR ADDNS. 8 ACC. BIDS. C MULTI.OUn.ET NON•RESID. @%,SOI ' POWER APP 1 S 6 NGLE OUntY C0. I EX. OCCLI . ounV OR FMRES 20 ® 1.00 SAL. 0 .20 - omEO APN. Ow6c. Occup. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina �s nn PERMIT FEE _ C7 0> MECHANICAL PERMIT Fling Fee 1 20.00 PERMIT Mobile Home Installation Fee Energy Inspection Fee occ coNST. rTPs TO AL FEE $ S HAZ• 1 D. FEES FLOOD CDP I OV6EL RSVE ---•- _ps- S 6.50 This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-O.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date 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: r Q ASSESSOR PARCEL NUMBER ©� ^� O 0 Proposed Building Use: o v Counter Technician: lf�_ tr' Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ... Plot plans, 3 or 4 sets, signed by the preparer of the plans. Q' 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! P5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 07.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... JD L5 Statement of Intent for Non -heated and A/C Buildings .................................... ✓l< 16. Sanitation and plot plan approval from the Environmental Health Department in 1 ( ") (, — 5 crZ ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (51<- (B)Parking: (C) Parcel Check: S-225-02- 0 _225-02❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and,Policy Number ..............:.............................. 0.25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.......................:............................................ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 44 3 and hold for pickup. I have beeSoffi4 above items and requirements for obtaining a building permit. t t Applicant: Date: S �3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date: S o� Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: 1 Yellow: Building Division _; E.H. USE ONLY Piot Pian Aatechod ^ Flow Man Atn€c�Rad,^-] L 7 Sent to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance OZ 3 Z Z rO J,rIyJ X30 Z /a �� — Owner Location AP# Plan Approved for: Sewage Disposal' Water Supply: Public Private Well N l Clearance for Wig. Other-1h2'O4-"401 mod/, _ W Hold final for: �V Final clearance O.K. for: NOTE: 6. 9,A,/�vj l•��s Environmental Health Specialist 8/96 S—z3--e,z, Date JOB FINALED (Date) l o l D Signature RESI E IA - - - i X42-59-62 - 757-90B,P,E,M CAI- RUSH, Ginger & Incaudo, Eva 3021 Bay Ave, Chico Edson Contr: Warren jog C4 JC S'H��/�yi,�lG (new single family) V ' -Nor 2tZAby FaAmit - n:.A.Loo. • OFFICE COPY . a Address 30°21 1 i 1 GAS Meter By Date 6"Y" ELECTRIC R Meter By V OFFICE COPY Address 36 I GAS I Meter By Date t�R ELECTRIC Meter By '57-121 - 10 Date RR12i\G r I — JOB FINALED (Date) l o l D Signature COUNTY OF BUTTE y DEPARTMENT OF PUBLIC WORKS , 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OrovHle — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER .' ` PERMIT NO. A routine inspection indicates that`the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If -you have any question pertaining to this ��OWN ki— f -fes l ��lDate / / _ d Inspector COUNTY OF BUTTE DEPARTMENT OF -PUBLIC WORKS ; �r �- " •' 196•Memorial•Way, Chico- Phone: -891-2751 ' I 7 County Center Drive, O'roville — Phone: 538-7541_ 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE y57 - to OWN PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correct n of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. 0 f. _j 1 •%� �-� � 6TCNct� TR-ussFs bk� 0 • Date l3"�`'`�Inspector .I_ COUNTY OF BUTTE f DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phbne: 872-6307 CORRECTION NOTICE A1151-1.Zl,.IC,4 UdO OWNER r PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. �i✓sP eco. i8 - CC //4 51ZG L91*?Aw/.,/c=4 `o ^ -3 � C (- /..a /'� c-/ �- 22-910 D r- Date Inspector 0 ;�.— .—..."-.ti...l�'.''L-.}."'S►4s.'•iw7 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS y-• 196 Memorial Way, Chico — Phone: 891-2751 , 7 County Center Drive, Oroville — Phone: 538-754.1 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE E�� 757 -gv OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or V—ed additional explanation, please contact this office immediately. Date _ r b Inspector Owner Peroi vNo. ' 1 . ENERGY CgRTIFICATION LOCATION A.P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. -�/ 3 �, EXTERIOR WALL ., MATERIAL FIBERGLASS THICKNESS,__& BRAND NAME THERMAL RES. C TAINTEED - �qm T CEILING .RAND BATT OR BLANKET TYPS NAME CERTAINT ED THICKNESS /O THERMAL RES." . 30 LOOSE FILLTYPE INSUL-SAFE IIIBRAND NAME . CERTAINTEED THICKNESS THERMAL RES. -.3a FLOOR,ELEVATED: MATERIAL FIBERGLASS' BRAND NAME-. CR TAINTEED_ THICKNESS THERMAL RES. le -.1 FLOOR, SLAB MATERIAL.. BRAND NAME. THICKNESS THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND.NAME THICKNESS THERMAL RES. -- I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN.THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF..ENERGY REQUIREMENTS. SHASTA INSULATION INC. #530235. FIRM NAME OW 511 STATE CONTR. LICENSE NO. I hereby certify the above insulation and all required items as shown on the .Bui.lding Depart. app roved. plans and attachments have been installed as required by the State of California Energy Requirements.` All *equipment, devices and materials.are of the quality prescribed or are. specifically -approved -by the State of Calif. FIRM N ME OW R ( LEASE PRINT) STATE.CONTRACTOR'S LICENSE NO. SIGNAT&RE OF GENERAL ,CONTRACTOR OWNER . DATE This certificate must.be on file with the 13UILD,ING DEPARTMENT prior to final inspection approval and a copy shall be posted within the. building. JANUARY 1984 :c Typical A35F Installed to Transfer Shear Forces Ceiling Joists to Beam FMMMING A3 IA35ANCHORS The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. MATERIAL: 18 gauge steel FINISH: Galvanized INSTALLATION: ■ A34—Use 8-8d x 11/2' • A35—Use 12-8d x 11/2" • A35—Use 8-8d x 11/2" for connection type A,, E, and C,. ■ Use all specified fasteners. See General Notes. CODE NUMBERS: BOCA, ICBG, SBCCI No. NER-413. Dade County, Florida No. 89-0131.1. A34 FRAMING ANCHOR Td )h O TYPE OF DIRECTION LOADS CONNECTION OF LOAD FLOOR ROOF w (100) Speed Prong 0. r,ko a 2i Added for Easier and Faster Fe . .. A' �%- � -1 ; 0 Installation K HEADER 170 - 0... �. A2 r 320 A34 Typical A35F Installed to Transfer Shear Forces Ceiling Joists to Beam FMMMING A3 IA35ANCHORS The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. MATERIAL: 18 gauge steel FINISH: Galvanized INSTALLATION: ■ A34—Use 8-8d x 11/2' • A35—Use 12-8d x 11/2" • A35—Use 8-8d x 11/2" for connection type A,, E, and C,. ■ Use all specified fasteners. See General Notes. CODE NUMBERS: BOCA, ICBG, SBCCI No. NER-413. Dade County, Florida No. 89-0131.1. A34 FRAMING ANCHOR ' ALLOWABLE TYPE OF DIRECTION LOADS CONNECTION OF LOAD FLOOR ROOF w (100) (125) Jot T I F, + F1 345 365 Fe . .. A' �%- � F2 280 280 HEADER 170 - � HEADER A35F FRAMING ANCHOR ' ALLOWABLE 'TYPE OF DIRECTION LOADS CONNECTION OF LOAD FLOOR ROOF w (100) (125) See A35F At 255 320 Illustration G 500 500 A35 FRAMING ANCHOR 'ALLOWABLE' TYPE OF DIRECTION LOADS . CONNECTION OF LOAD FLOOR ROOF (100) (125) 1A, � a JOIST 1 � �E. At 255 320 E C1 170 170 � HEADER !JOIST I ~ A2 A2 255 320 C2C2 255 315 D MENDER D 150 150 JOIST fF F 450 450 ,r NFnD v 1. Allowable loads are for one anchor. A miminum joist thick- ness of 3" must be used when framing anchors are installed on each side of the joist. 2. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for durations of loading according to the codeprovided they do not exceed those listed In the roof column. Joists to Beams Dams to Posts 1" and •'B" Legs Outside 46 0 Copyright 1990 SIMPSON STRONG -TIE COMPANY, INC. IL'I! d=OK • 1 "4� 1 O = Nat -OK - = Not Applicable = Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Grideirs and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements Date . Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date Card B-1 Date Card B-1 Boxes- Enclosures-Pane Iboards- Ins. to Main in Conduit r Date Card B-1 Date Card B-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Q= Not OK Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UNDERFLOOR (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope Ftg/.Main; Soils-Elec. Grnd.-4g/" Ftg. Depth Vg., Garage; Soils-Steel-Elec. Grn -42/" Fig. Depth Ftg., Porches & Decks; Soils -S 1-JUFtg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Stem ails, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Ga pe; Size -Anchors ater Pipe; Test -Anchor -Regulator -Service Test 12. ectric; Underground P(Wkenums & Ducts; Clearance -Material -Support -Ins. Gir Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date S -Z Card B-1 Date tet:. ' Card B-1 Date O Card B Date -2 Card B-1 Date PLUMB Pe K except #'s Htr.; Vent -Access -Combustion Air -Baffle er Pipe; Test & Anchor -Nail Prote on Test Fittings & Ancho - ction -Iwwer Pan; Test, First Floor -Tub Access > - I lJ est Tub & Shower, Second Floor -Tub Access T1,,das Pipe; Size & Anchors Date /�-Qb Card 8 1Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s J��Fixjwre & Transformer Clearance I s. PZ&Gtip 2le eceptacles Spacing -Lights & Switches at Doors i oxes & No. of Conductors -Stapled o x Installed Close to Edge of Studs & C.J. 2 ip. Ground made up w/Mech. Fastners-Bond Gas & Water 2,k6liance Circuts in Kitchen & Conductor Size/GFI *.'Subfeed Wire Size / i / ga. Cu o AI .C. Wire Size / / ga. Cu or At Range Circ/ ga. (C or AI -Oven Circ. / / ga. Cu or Al. !p<ulated Neutral 0 Yes 0 No S ice -Riser Conductors & Ground -Main Disconnect i . Clearances Panels-Motors-Mech. Equip. C thes Closet Light -Shower Light -Spa Light 3 moke Detector Date `r-(3�{Q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC N AL (Permit) OK except #'s Ducts Insulation & Support V t Fan; Exhaust above insulation 3 gAtf nsate Drain & Overflow; Size & Grade rnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 315-4Rie-Access & Platform if Furnance in Attic Date's (Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM (Plans) OK except #'s Proper Material & Anchors Studs -Nailing, Spacing & Bracing -Plates -Sound B.r.aring Walls over Girders & Floor Nailing ft op in Walls (rat proof) Stops Furred Ceilings -Stairs -Chases -Tub 4 . Headers & Beam -Size & Bearing Date_FRAMING (Continued) H22g€rs-Post Caps -Anchors -Connectors ng. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfnq. 4 ,h`ir lace Ties or Type A Flue -Fireplace Throat clearance Atti cess; Size & Romex Protection -Draft Stop -Ins. Baffles B . Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing ,Z l A %Ati IS - Line Line Firewall & Openings vlelf-poors-One T -Check Garage -3rd Story, 2 Exits tai , Width -Headroom -Rise -Run -Landing -Fire Protection pelZywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Sicjing-Nailing Veneer 5a'sWevo Mesh -Drip Screed -Fd. Vents-Underflr. Access 7-.'-s-10t� azing Area -Glass Protection -Skylights -Plastic. C5VSWar Walls; Nailing -Bolts nsulation-Walls-Ceilings —7 17 n Z V J,,, Date C 5 / Card B-1 Date Card B-1 Date — f- ()Card B _ Date Card B-1 Date FINA fans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings 6 e Detector urnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection room Exiting G.F I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels t$7! irs & Rails Fireplace or Stove; Clearances -Hearth Etc. Outlets at Wood Panel; Int. & Ext. ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter 70' arage Fire Door; Swing -Landing -Closer Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Jp Garage; Above Floor-Mech. Protection P ., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Rom Protection **"'Ipsulation-Foam-Looked in Attic Yes Wqmard Rails & Deck Construction -Post Caps 7 . Fdn. Vents & Crawl Hole Door-Drainag Nood-Earth learance Looked under FI or Yes 8 . Following instld.; DrLveX Yes ❑ No; Walks ❑ Yes No; PI nters O Yes Lff N Stucco; B n -Finish Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings -84-W_ ater Well; Disconnect, Electrical, Plumbing Kk-terior Elec. Trim; G.F.I. Receptacle -Underground entilation Throughout House 7. Xass, Protection rections from Previous Inspections as Test -Meters Tagged; Gas -Electric 96. 'Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date // - 15 -'1 p Card B. Date Card B-1 Date (/• /49� - 4o Card B -1L Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPAR'YMENT OF PUBLIC WORKS PERMIT. -NO. -� 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 .`7_'5_7 -gm APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 42-59-62 ZO NG BUILDING PERMIT OWNER Gin er Rush & Eva Incaudo TE.1 EPHC5NE 891-5820 SO. FT. OCC. BUILDING VALUATION - 3432 R 137 280.00 OWNER'S MAILING ADDRESS 600 Main St., Chico 95928 764.5 M 10 704.00 CONTRACTOR'S NAME Warren Edson TELEPHONE 345-5690386 296 Cov 2,960.00 ften 1 930.00 CONTRACTOR'S MAILING ADDRESS P.O. Box 236 Forest Ranch 95938 Fireplace 2 0 2,000.00 CONSTRUCTION LENDER utte Saying.,, UNKNOWN Total Valuation $154 874.00 ..- -- Filing Fee $ Permit Fee $ 570.50 Plan Checking Fee $ 285.25 Energy Plan Checking Fee $ 15,00 Penalty $ Permit fee $ 870.75 10,00 -- - LENDERBS MAILING ADD SS ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 3v Z Each Trap 9 2.00 Solar or heat pump water heater 20.00 LOT NO. 6 SUBDIVISION NAME Willow Bend PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 9.00 Building sewer 5.00 Mobile Home S G W 110.00e TYPE OF WORK -1 Addition [IRemodel [:1Utilities ❑ Installation❑ Other [JPermit NewIX Describe work: 4 BPrlroom, 7 Stn,, _ Landscape 5-00 Fee $ 65.00' Contractor ELECTRICAL PERMIT Filing Fee 40.00 Main service 100 AMP S V OR LE SLESS j 10.00 10.00 Main service EA. ADD'L 100 AMP 1 1 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): rvlr I am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions Code and my license is in f I force and effect. License No. �r1y�1 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING 04�%&) j 2'/z2sgft OR ACDNS. ACC, BLDGS. y 05.00 NEW CONST R. RANCHUTLET 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS e ( SINGLE OUTLET CIR. ) Ex. Occup( OUTLETS OR FIXTURES SALO 30 FIXED EX. Occup. OUTLETS (RESID )KEA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 137.50 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 2 1 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 100 K BT 12.00 Cooling 4 Ton/3 Ton 2 6/11 17.00 Hood j 3.00 1 3.00 Ventilation 2 3.001 6.00 permit Fee $ 4$,00 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I alo agree to sa e, indemnify and keep harmless the County of Butte against all 'liabi )ties, ments, costs, and expenses which may in any way accrue again t id ou t 'n consequence of the granting of this permit. �� X Date �l -�� Signature of Applicant - Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 33 stories ip height. 12 1. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 cc 3:� CONST TYPE TOTAL FEE $1,151.25 H_Az I CUA PARK I scHL FLD PAR PD HD IssuE Th's permit is nereby issued under the applicable sions of the Butte County Code and/or resolutions work indicated above for which fees have been DIRECT R PUBLIC WORKS 1 a Date PER IT EXPIRES Date provi- to do paid. ^1 4 V Oty Receipt No. Ft / Z 13 yo WHITE-D.P,P.(aEL ESSaR, PINK -IN ECTOR, GOLDEHROD-APPL I CANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARD L N�U,MQER 16r SG/y ZONING ,— BUILDING PERMIT )WNER F0, IA" vD 0 TELEPHONE ,13LV '3'1- S0. FT. OCC. BUILDING VALUATION 97 t )WNER'S LIN ADDRESS L V J >,�,,✓ sem, y 515,7 , r o-70 4 CONTR Aj CTORSNAME TELEPHOt�IE cQ,6 do✓ %fO CONTR/ACTOR'S MAILING ADDRESS 23 6 A> �a�s� I�.a.,rG n. F i rep 1 ace I (� CONS UCTION LENDER a Ji �q S UNKNOWN CC Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILI ADDRE Permit Fee $ —/ya5- ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ S Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ C67 d- PLUMBING PERMIT Filing Fee 10.00 Each Trapf 2.00 3i1 ) Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - f9re4;0_ _ _ _ PARCEL MAP Water piping 5.00 _711 Each qas water heater or vent 5,00 ( USE OF STRUCTURE SF ? Duplex❑ Mobilehome❑ Other SPECIFV Gas piping system 1 - 5 outlets % 5.00 0� Building sewer 5.00- Mobile Home SG W O.00e TYPE OF WORK NewW Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe' work: ,66 , 2— .S' � LAIYO s -c f`' J Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 OR LESS AMP OR LESS 10.00 100 <5 5 Main service EA. AOD'L 100 AMP 2.50 T' CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in. f force and effect. I ' 1 ( fD License No. �l 6Classification ❑ 1, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered frs. (Sec. 7044) or sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- o ❑ I am exempt under Sec. , Business and Professions Code for this reason OC c NEW CONST. DWC. BLDG OR ADDNS. ACa� 1 t/:¢sgft 1/ 05— NON.RESID R BRANCH CIRCUITS2.50 ea (POWER APPARATUS e (SINGLE OUTLET CIR. zoeeoC EX. OCCUpt OUTLETS OR FIXTURES 30gi FIXED APPLNS. OR EX. Occup. OUTLETS (RESIO.) EAJ 2.00 Temporary service 1 10.00 /,a Mobile Home Facilities 15.00 Misc. Wiring 15.00 I l Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating f (�Q d% o —� .� �' 1 2- I Cooling y r,0 3 ro-a 'L 1-7 Hood 3.00 3 o? i Ventilation °L Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I.agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree 'o save, demnify and keep harmless the County of Butte against all liabilitie jud ts, costs, and expenses which may in any way accrie against s oun nsequence of the granting of this permit. I X Date 1 Signature of Applicant — Owner ❑ Contractor � Agent ❑ • An OSHA permit is required for excavations over 5;D' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee g occ CONST TYPE j TOTAL FEE S / �4 HAZ CUA PARK SGML FLD PAR PD Ho ISSUE Th:s permit is nereby issued under the applicable sions of the Butte County Code and/or resolutions work indicated above for which fees have DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES Date provi- to do been aid. p 1 Receipt No. CI Z� >L NMITr_n.P.'N.. Yr _A5 /// ,yR•,4.^i"CTO .OLOEMPOD-AP-LICANT Recorded.at -the request of MID VALLEY TITLE Return o.DI'W AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Z FOR RESIDENTIAL DEVELOPMENT Sect�i:on 26-8.1 of the Butte .County Code requires Lh.i.s acknowledgement be recorded prior to -issuance of a building permit. l'1le propert.y described herein is adjacent to land or included within an area zoned BUTTE COUNTYRECORQER fc,r avricul.i ural. - purposes, and res:i.dents SERIAL NO. ?0- 15,4'040 of tlli.s 1)ri,per'1.y m;.ly be sub.jecL to incon- RECORDED AT THERE611WOF venirnces or di.scomfurt ar-isi_ng :from the MID VALLEY TITLE COMPANY u�:c of aFrJCLIJ LL1r<:l.l chemicals, -including, DATE RECORDED: but not l im i Led to herbicides, pesticides, TIME: 8t 06190 APR 2 0 1990 ;Incl fert.i I i•rers; and from the pursuit ol, agr.i.cultura1. operaLion s including, but. not. kim:ited to cultivation, plowing, spraying, p-r-un:ing, and harvesting- which occasionaI.l.y generate dust, smoke, noise, and odor. Butte County has established ogricuI- tur.al zones which have as a priority use for productive agricultural. purposes, and residrntc, w i.Lh:in sa i.d zones and on adjacent property should be prepared to accept such i ncunven i encu or d.iscomfoirL from normal, necessary farm operations. All. that. real property situate in the County of Butte, State of Cal:iforni'n, (Ic':.cri.bed as follows: Date: April 18, 1990 PROPERTY Ot ERS: va A. Incaudo Slate of Californili On this the 18th day of April , 19_90 , bof'�,re nue, ) SS. the undersigned Nouary Puhlic, personally appeared (:aunty of _Butte ) Gary A. Incaudo and Ev A. Incaudo i111111u1I11111111111U1111W11f U OFFICIAL SEAL Personally Known tonit• . TqProved to me on the h�I:i i ti I'� ►ii_ TAMI BARLOW 'z of satisfactory evidonl•c. rJOTAAY PLISUC - CA_:FOP,WIA �' PMICJ .PALOFFICE::1 Labe 1_ Ile person(s) whose name(s) are °? l EUrrECOUNTY subscribed to the within instrument and acknowledged Lh7Il they _- t.:yCommissionExpires Octobor24,1372 executed the same for the purposes therein contained. IN' WITNF:�S rrnlnlnJlnuuuvuulullnllllulwlsutl:raemunullittllrk®REOI'', I hereunto set my hand and official. sell . Prr�;enl. A.P. \o, m04.21i591"0 0 r0-0 Nutary Pohl it PARCEL I' LOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WILLOW BEND SUBDIVISION", WHICH MAP WAS RECORDED' IN THE OFFICE *OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER 4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED OCTOBER -17, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89- 40206 AND RE-RECORDED NOVEMBER 9, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-44786. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT AND STORM DRAIN OVER WILLOW BEND DRIVE, AS SHOWN ON SAID MAP. SAID EASEMENT IS FOR THE BENEFIT OF LOTS 1 THROUGH 5 AND 7 THROUGH 10 AND 12 THROUGH 21. PARCEL II: A 10.00 FOOT STORM DRAIN EASEMENT OVER LOTS 1, 2, 9, 10, 13, 16, 17, 19 AND 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WILLOW BEND SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER.4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. PARCEL III' AN EASEMENT FOR INGRESS, EGRESS, SUPPORT AND STORM DRAIN, OVER WILLOW BEND DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WILLOW BEND SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER 4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. E CHICO AREA" RECREATI011 BUTTE COUNY PARKS DEVELOPMENT FEE CERTIFICATION FORM AND PARK DISTRICT CHICO AREA RECREATION AND PARK DISTRICT 545 VALLOHBROSA I ' !� 895-4711 ' - ` ?r Parcel Number (s) 2 ' by. Owner /.J lt'V4 V i0 05/11/90 10:33AN I & � �,� 00145778 - Location/Address h PARK FEE v ' "//—,O,,ji3j(7664 Lot Number(s) $722.00 retial Development: (check one) I ITEMS Development Alteration/Addition L,4ew TTL $722.00 CHECK r, X722.00 i Mobilehome (s) Non -Residential to Residential CHANANUr $0.00 — 2otal Number of Dwelling Units Comment: 131 B Department Representative Dat Chico Area Recreation and.Park District(CARD) certifies that Applicant Name Street Address) City (_r�_ State Phone Number) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 89-081 by payment for_ dwelling units @ $722 for total payment of $7z z-- . ARD Represe tative Date PAID BY CHECK NO. BANK NO. PAID BY CASH RECEIPT NO. 957 park.fee (7/89) REMARKS: 4 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (//One Form per Building) A.P. Number '��"pZ, Building Department No. Cc--' School District City n County �' Jurisdiction Property Owner Project Location/Address /�✓'�� Subdivision ,11� Lot Number w Residential Development: Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: a a Sq. Footage New Addition (Including Exterior Roofed Areas) 6,,./,,,k B LI,1�Ting-Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) I District Id No. 11School District certifies that • �'ka, Trh cattalo 5 ?/ y (Applicant Name) (Phone Number) LO A/ (Street Address) Ctca C,¢ �� (City) (State) (Zip Code) has complied with the requirements of Resolution No. 3 e38 " r% by the payment of $ 9� �� 9a representing 3 4/3�z square feet. x -1111m School Distric�t./,R'epresentative Date PAID,' BY CHECK NO.- BANK NO 9G - -35-0 O PAID BY CASH REMARKS: white -applicant, .yellow -building department, pink -school district SCHOOL.FEE (8/88) HELQI"Y DESIGN ASSOC.0 TEL No . 916783 112 3. t "' HPr . 26 , 90 1159 P .01 PIONEERS IN CUSTOM CAD DRAFTING SYSTEMS 0O 4 I2 to O NUMBER OF PAGES ' DAIE 'TIME -_ ` 'A.M, ❑ P.M. (Including Cover Letter): NOTE: I1 you did not receive all: of the pages or 11 you have a question, please call the eerlfying number (below). , TO: FROM: CO. NAME NAME .� V1 J 1 r✓ GJ w ACI)L. B SUBJECT / Al —IF, VTION' FAX NO. :7 I I73 FAY. NO. _ VERIFYING NO. OR TransWISSIVIC...� REMARKS: Pko CAL- fl%��:�� 61e' a 14< 6�,T:Se SGv�s• A f 1220 MELODY LANE, SUITE 180 ' ROSEVI LLE, CALWORNIIA_ 95678 -j3 T O . JO2 C H Oa 1236 ZiVi T Y2 �l�i��A�Q QAD MOT?= vii zRawomqeb . Baa ,� � 23DA9 30 F138MUM '(101W MOO Qnlbul:)nl) M.9 ❑ M,AS-t��ao: 4.. SMIT 3 tAQ .(wolod) iodmun gnlvlhov cd) lloo oacolq ,n0lleoup a oval uov it io oopq odd to 116 ovlsoor lon blb u0I(11 :3TOM AORI :0T �'G iMeh 3MAV 03 TO�l9U8� 2d3nO0A C>,C 0)6.x.1 W i aJ A GJ VH3 ON KAi NOhY�' fA OH oN�ra n3v l,--• _(�.. 1041 KAI C.a :2NAAM-3R FEN MEMO t Oat 3TIUP, ,3HAJ YGOAM 09gr r Meg AjWAO-lIJAO ,3JJiY320;� MELODY DESIGN ASSOC.0 TEL No.916.7831123 RPr.26,90 12:00 P.02 \1 X0.9 C1G:ST 0'�.=+;.�:�� FS�T�85�TE'.��i AT 0.)G2?a AOI23i1 0 A AN ~rte Cit C� i :3JTIT 80L �10xT - :HoIeIvla A009903 A2032 :Y8 13806M SOL oftaj�ba lom OSSI .3TAQ 00! r)IA Mae aInioll'Ao.l f ivozoA FY8 03)183Mo � :T33H8 �«e ���t-ete � °3TAQ r MELODY DESIGN ASSOC.O TEL No.9167831123 APr.26,90 12:00 P.03 C ilk =lam 1�CK41 Cr r2 li L Ayvl 7W2 D �4 %' R -4T 1 O K S f L. ML- ? U O T-�,0 G 6� O v ill T�A, W) L.Y j OoM r1L V1 eA,) 141L,jet ..�� hA L- -at- 5- a7 �A R-t,�— vi& Y ? w o w u �� �3LAl W cD S LA ropo(e- Yvt, IWO r � �. � ��T��+ ��r s �iN�20�tG�f>.u�:� IM•C�. �.�--,—.'�" V' DIVISION: DI SESSA CORPORATION DATE: 1220 Melody Lane 5u1te .180 CHECKED BY: Ros a I I I e, CSI I f o r n I a 95578 DATE: 916-783-9373 MILE: f IWCf1O NUMBER: T: L OF zo-. ',q OO: Si oe. aS. ,qq Est u�ate. aw AT 0.0022? PE)IeM v TO. r nr1 air-- �1 cti Lf S" �•,n d0�i w Cts U nosy �U ...Aw 4- ur -r.J JNS . -3JTIT GOL - - :V onivIQ oc N-h3ur c o� MU l AHU4HUJ A'232 JW 80L oncj rbo roM OSSi 0A 0 } 102 QE Mee aln10111n0 ,offtvozaR .T33H2 scEe-ac��te :3TAO -- :Y8 (13)133H3 MELODY DESIGN ASSOC.O TEL No.9167831123 �Y APr.26,90 12:01 P.04 ty PSS 21 D 1 -1/8 C Arr°A�ti`r ; z C3�5o) 750 0/ l �/ f G�-C�7Y 7_C� = 11, zoo X<0 .Z 2!r 1101 9600 ` 1 _ DIVISION: Baa TITLE: BY: SESSA CORPORATION DATE: . 1220 Mei edy Lane JOB NUMBER: `Salle 180 CHECKED BY" fiosdrtlle,: Ca,llfornta 95578 DATE 916-783--9373 SHEET: 3 OF 0 .. �.9 10: SI oC<d=.IqA �S' IESS81 e - W; J3 T 0.30c2H1rDI83Q 4T ICI '1 Iz -V ( I l "1' 0 s) - 0'1 -`7 G 0 � , �& I —�, S'F S'. � C -n -K, �,j = J,14N s Sr��c�� d f An coos �� - C�a��� .s -- yti :fit Go a� 0-11 -s ac -4w S� IS.. HOZTAR09903 A2232 onpJ�bolcm osst 0$t CfIu2 Mae alniolltn;l'o111vosofl SCEE�EaT—c�IB I -ti- .j M —S-*-Jm vi :Y MELODY DESIGN ASSOC.O TEL No.9167831123 APr.26,90 12:02 P.05 L j6 7 5v R Iwo 1�1 LAr IQ 00 k- • ws 1 q -Y,I �` � �.C��� 100 ��'�•� 506 'Pr i ks . ��,w ►��� w n,� i +V.1 -Q.. C2 t ' y 1 m:5 7-�r 7 �: `) w 7 8 8 >✓-r lbs zzz_ Ci c 0 - z 4, DIVISION: ,JOB TITLE: SESSA CORPORATION BY: DATE: 1220 Melody Lane JOB NUMBER: Suite 180 r „CHECKED BY: Roseville,, California 95678 + 9i8µ783-9373 ^ SHEET DATE:• s- Q 6h ES1IF8S'�Ie. off AT 0.�G28R �1GI2�Q Y�•�__: �d(� Uc�Si �SCN.� Ufa =1W W C HOITAR09803 A2232 ann-Jrbotom OSSI 06 ofIus sCaae Afniewc0 ,ollivocon Urs -zoo --2I2 +--lf:; jM '-a --*- iA N') 4 pAr 0 2' -'RPr.26,90 12:02 P.06 :MELODY DESIGN HSSOC.0 TEL No.91 8311 3 - OAv 166 r �zr? UJJ 38 10 7�10 07163) YVI -Z ly 9 jt r .VO P, (L t,,, h4 -Tv 7qOO 1br 0 1V "A-Cr)Y 3 L13,100) 31300 . . ... ... .. Q 0-"0 1 --vv 4 -SESU-ZORKRATION JOB TITLE: BY: DATE: A220 Mel o Laos NUMBER:- Soho %0 CHECKED BY: Rose'v 1 10,. Cul I fo'rn I a 95678 916-783-9373% OF DATE: LSHEET: ao.9 So: 21 OCt.IgR EMUI ate. oM AT 0: D022R W@f ?34 YC,97 !3P? 71 Aw T r w _zz CUot��rJ Y'i.aari� GOP :3JTIT • 80L -I, - Q :Y8 :83.8MUM 80L n onjYb o I oM OSS1 ;3TA0 08t 0) Iva 8Ca�$ ctn�o�lta0 ,elltretaA !Y8 03)133H0 ,d ,0 .-,-P .., MELODY DESIGN ASSOC.O TEL No.9167831123 APr.26,90 12:03 P.07 } Sia 70 q 54'1 �/. 5 /I• 4,77 :M �°i� vii � �.�--r1/r�✓h.-. ,� � x 1�.� �'� �� r{ . COE8� 7 �G . -/06r""e t.. I TY *--1. 780 per DIVISION: BY: DATE: CHECKED BY: DATE: SESSA CORPORATION 1220 Melody lane S.u1{e 180 ROSeYIIIa, Cal Ifern Ia 95678 916-783--9373 0 B �0. 9 c0: SI 0g, aA Z Z8$ aie. oA AT 0.3028a 061-a3d YCJt-'-3r --- 2 Qf Ad J -j A 5vITiN.J ! *13amum 801, I WOITARO9R03 A2232 0411.1 rbo loM ossl 08t oil U2 Mae at4I01iico '11F11103ofi. Ute--ESC-916 ! __F_ :3TAaJ MELQ1DY DESIGN ASSOC.O TEL No.916783112'3 APr.26,90 12:04 P.08 _...--- -- .......... ..._.. _... _._.:__. ..�.� �._ _ ��........._._- _... - -- 1 e'...7k A -~ f'";."> i -Nr�,rZ Q rv,N t ' i! WOL✓.9 -p ow 01 (� $-766 1 �� o�- yr 1=7ro,�.. Ips SIO ®E:yk DATE-* CHECK �080,� 7 --T. �� I asp•' L spa,• � /6 ��3 = ,��� !� J r SESSA CORPORATION .. 1220 Melody Lane JOB NUMBER: Suite 180 Roseville, California 95678 916-783-9373 SWEET: OF :U. 9 uO: SI Oe, 3S. tqa MIUt ate. V AT 0, )022A HC-)H3a 4 i.C�C W V 4 z, s cs-t�i � -) CIV _Y SJ �f �) - • (` t�`�`"--A 5��-e ~r09 C --� Vr 1J -.j .3`i W G' dlz� rA N �J ►. t4fP% � —rp� r )_l,t l9%oz ` F -7j^S-M *M(Wh Y,a 4 sem,- -j —T\% , .S.` IDsa\ ; C .0a��� t_ :3JTZT 80k. MoITA 909900 Q838 :A3 UM 80La neJ �bo 1 oM OSSI O8t olive . ---- :T33 2 Mae ainioltlaO 8111yorts -Esc-ate <<�� �k ' -JA w ,.sos-srttz MELGDY IDESIGN ASSOC.O TEL No.9167831123 APr.26,90 12:04 P.09 w 2- �Ide2 '12 VCa... —-.�-�� 16 au 36 0 ego pt -F /.T /$V - - t4AT"Fq.. IiK DIVISION: JOB TITLE: BY: SESSA CORPORATION DATE: 1220 Melody lane JOB NUMBER: rCHECKED BY: v�� Suite 180 Rosella, California 95678 DATE. si+�-7a3-9373 SHEET: OF F SSI IU5ale.oO AT O.DNN MrJIa3G YCO.-IJ311 4 . . ...... ... 9`7 ILL . ... ... ... ... ... . .. .. . ... ......... . .... MOITAAo9qO3 A8238• 011LIJ. X'bulom OSSI 081 cilue mee At al, o � i i a 3 o i i i vo s osi lye •Y W ` MELODY DESIGN ASSOC.O TEL No.9167831123 MICRO :LAM"', LUMBER DESIGN PROPERTIES It n'I APr.26,90 12:07 P.01 ` MAXIMf M VERTICAL_ WAR (LBS) N) R1;Bt$7'IVi �hOMEN'I {I!/'.LN) � MOly Em t' dt.. *114. ' ihlEldf3m 'oil $tz£ 100% 118%°w 1291 U 166%, 11S% 12$o >1111�1klf ja �G13$Jt'i7 ;' ' rl 1 /4 x 9 /x 3160 3630 i' . 3956 • ` .t', '1 ;. .6300 = :` `4t ,:'SY, °i{r < ..,;t ti�p h�.y-:Flj'-< p Aff',1�t: k M� f}'��,.r l ¢ f :� ....f �v ..�..•_�_1- • iS '.� A� ,+,t.,:'� ei� ', '�ti�i wa-;' 4l`_4 .r .JL4 -.1"•'1 [�, 'a..�'i(��4,rj�q'I� .1 1•'In• �vr �'�':'(Y•����Y',L5 a�t: �....� P/4" x 117/N" 395() 4540 49-40 OC3(x)�{ 11050 12000 245 5,30 ' - Ji )I 13/4 14 -','(Y�j •f5 isa'i.; 95 y" :q . t��7,5k'}�`"t5'� y, ,.°:;.. 1�'",r�N . b jf<?.,, �;. q•J'�-', t✓,. '•`i' 7n t� 7�':4 .::Yt4V=�a:taf5'r-` '6'^➢..Y}�!� l�: .rr;,u?'.'{t<<. Q1`i!''� iiRb , J�x`.• .,f+'.'''. X •Ib.^ 6120 6650 16870 19400 ... jq 21085 595 y1293 Y�f 9�, �/1 ..',d, 13/4" Y. 16" 5320 _ siJ IY _.a..ra a'h r: � a r . '� :�, n ".�b '�. .,r �lj!i 1.•• •. r )>�. . R� ,"i?t. f 4. a +°! 4:'.,1�,:: •�°;:" �' r.,ts y' a144 �^7..^15-�� ^ ,,;11�....,,�..!°!, ', sl f"'. �.,'+ .a' �,.'°.t.0 •t ,;. ,r i•i.r,} �S"� ••'��Ml�'9j "H`,'e-'9Y�"r.•:Yl1w e 298. t'� '�.{■.�'y t�•f3`l(_t - � � l Z'i ,�, �!'iG 302 •`tfp�',a. ( yi'p �, 9.t�f. 455 r �(:''.� .::1}'!y: �. 1, _ �'�, � _ .I. .480., ,_. F �.'a Q. 62 13 .,�: • .u. 240 ALLOWABLE DESIGN STRESSES Modulus of F.iasticily h 2.0 x 10" psi 'For 12 -inch depth; for othQr 6-prila, nwlttply try f 12) S "- • See NRR 126 for additional rie•.atyn tnformrlton. {\d Flexural ,tress fl, 2800 psi r0 psi . A",jmeft continuous latrrnl Cupkkrl of top Of bear, C'c nsion parallel to grain II 1 F3, (ra,nple span opplioelione). Compression perl:,cn(.iicular to grain parallel to glue line 500 psi Compression parallel to grain fr1i - 2100 psi ' Horizontal shear porpendiculae to glue line f„ = 2&5, I)si MIC110=6AMI' LUMBER ALLOWABLE 60AD TABLES (I'1600R) ALLOWABLE LOAD LBS./LIN. FOOT 1. 1b size a bearn•for use in A floor it is nc(e,ssary to check both dcfleC-.tion and allowa)DIO total load. 2, CHECK LOCAL CODE FOR DEFLECTION CRITERIA, 3. For d0lection limits of L/240and nd 1.1480 multiply loilds shown in 1./360 column by 1.5 aril .75 refvectivcly, 4. 1v eAe sura the solected bean, will >r work In bath colurr17s. t7N 'z 1�):" x lt3"tU ONR -1814 EFL>rG"IION AW,OWAR4E b>wFL> L'n011 I AUb*A 014E • 13/4".% 02'; ONE ; 014' at llid" ' tJNE - 1�J�J6 >I 1d" 2455 DEFLECTION ALLOWAIkE DEFUCTION ALLOWABlX DE MON ALWWA 9PA14 L/38o 'i`OIALWAb.. L/360.44 ' O'lR1.LbA�i L/3E r4 's i�'•a'.�`r"�•� �Af,L{ {,t.r �v s;� i • iS '.� A� ,+,t.,:'� ei� ', '�ti�i wa-;' ��,� �'1` 1 903j 100129 �q; j.'i.�. 1569 1085 ,� 199`. 4 - y Ny�` Y •'' 'f,G� ~ :9 �1 i 694 � '' �^� ` "'�. i • 949 ,tr 119`. 454 837 �.;�,) ` 331 647 y I i1W ���.y¢ d `y 5 r, h '41 y1293 Y�f 9�, �/1 ..',d, ,{ i, ` ( ::1 i _ J� 258 �623 '•1 ��• 'h' -4. 417 r 484 .1'r' .tik 635 760 86' 11 I' : 1 � ) ..G01 ; .' 166 ,r i•i.r,} �S"� ••'��Ml�'9j "H`,'e-'9Y�"r.•:Yl1w e 298. t'� '�.{■.�'y t�•f3`l(_t - � � l Z'i ,�, �!'iG 302 •`tfp�',a. ( yi'p �, 9.t�f. 455 r �(:''.� .::1}'!y: �. 1, _ �'�, � _ .I. .480., ,_. F �.'a Q. 62 13 I. 240 374 77 467 224 201, 342 yyi 321 461 15 105 ."".t7.lf t rt r 3 73 1114 140 266 225 36: 17 �•` `�7:U4. �.�4 `'� S P. �'g1j Vir`.•'.y�,Y'vfsf 270 19 53 ' '± 140 )W 213n 163 29 � 4a'r f � k �� :� : �'� •,.:I� ��, k�,...`� '�; i d �R.x ' =,r.r ��. ,.,tU; - 114 `� 76 174 122 23 21 39 ± �.. t ;; 4;E , y ce ° .syS 1121 '24 - 23 30 95 S8 145 94 19 .[�A �+ ,''?��F?r, 'N pj l I'll, K /1 F.• . . •c 25 1. 1b size a bearn•for use in A floor it is nc(e,ssary to check both dcfleC-.tion and allowa)DIO total load. 2, CHECK LOCAL CODE FOR DEFLECTION CRITERIA, 3. For d0lection limits of L/240and nd 1.1480 multiply loilds shown in 1./360 column by 1.5 aril .75 refvectivcly, 4. 1v eAe sura the solected bean, will >r work In bath colurr17s. t7N 'z 1�):" x lt3"tU ONR -1814 EFL>rG"IION AW,OWAR4E b>wFL> L'n011 I AUb*A NOTE. • This table is based on uniform loads and simple spans. • Table is for one beam. Whon top loaded, double the values for 2 beanie,. triple for 3, etc., when properly fastened togethor with a tninim6n) of 2 rows of 16d nails @ 12." c.c. • MICRO=LAM lumber beams are made without camber; therefore, -In- -addition to complying with the deflection limits of the local Building Code, other defle lion considerations should be evaluated such or ponding (positive drainage is essential) and aesthetics. • Assumes continuous lateral support of tho top edgo of bearn. �� • Bearing area to be calculated for specific: application. 01 16" end 18" deep beams are to be used in multiple member units c!nly. 2455 2993 I� r' i r. �, .�� 4r o , � r C�•r� 1i;;�i,Cl 1 41g;';�� s4. - .�- 1667 19952 I r V' S;'t� �'0. t 1!. �t' !i' Jd tq •tH' i 1 l" ,4,_ �q; j.'i.�. 1085 1116 1394 ��, i v ��.7 L\ i 'M �,:L:... t ' �1 i 694 .� ,-'•�-�n,M1T'- •" ;� big: 799 952 - 998 468 600 647 .749 3 329. 467 958 583 t ti;' oil r . 7M I. 240 374 335 467 180 306 252 382 ."".t7.lf t .,ill`,rt.:ir.4 r 3 138 255 194 } ♦319 4%�S1M 270 100 216. 1531 NOTE. • This table is based on uniform loads and simple spans. • Table is for one beam. Whon top loaded, double the values for 2 beanie,. triple for 3, etc., when properly fastened togethor with a tninim6n) of 2 rows of 16d nails @ 12." c.c. • MICRO=LAM lumber beams are made without camber; therefore, -In- -addition to complying with the deflection limits of the local Building Code, other defle lion considerations should be evaluated such or ponding (positive drainage is essential) and aesthetics. • Assumes continuous lateral support of tho top edgo of bearn. �� • Bearing area to be calculated for specific: application. 01 16" end 18" deep beams are to be used in multiple member units c!nly. lo. q So: St Ge. aS. IqA iSf, 8c ale. obi AT o. 3022A HoIa3C YHJ31; Y ') UD13vvO Twamo14i f t1'i"i! CN3MOM 3vCt 8it#;iA MUMIXAM; i fiA3x8 �Ii1�CfR3V Mt1M x0\911d)' b �uxtncntch t �rFlsoh leawlibba lot M an" r42 • ('i fitfAI'i'Si�3lS+if Oest -gall 001. 3528 o�°ESi o\°8tI 0001 IAV •� �{ ,,,�. G,y,3 pi 91211 gulp of 19IIwoq Mrig 8t16I[l Jll }nom l`IOCi [101:'d97grrt oorra 1pq Oot'� m ods ` Gate NQ x -.:f.., .nom to N • <..k . y}. n:" y� Y:a r r .,..: i-•.,r.a.: ��:t'w„ 06.8 aces OOOS I Ozol 1 Mae OMP aNI> 41 "til.. :Sr ` F' �t �1�g�'�� V ix� � i Y�✓li��� ��'� i VIV A . i.+r �'1. .r �...1 � iC �� x aIN Zea 4aois. oolel opal "alY,`•`fl,. f.7 a` S �'� ►.�'".�r�t� C�, �Sna i''L 'i�� I4C•1.;- 1 � e -LES' * -r 1 M; Urx`,�,��-- • Q��fl�D ��I��LJ� QiA�B ���fA�®II�IA �I�IlIl��➢� `�'�6�H=®�f9Il� '-TOO' J41LI\.-8aj QAOd adRAiWOddA :STOW ;erw49 elgmia bno ebsol m701iai, no bAeed ai n1cf6t el[fT • 701 AAUIbv 9.ril Alcluob ,babeol qof na(1W .mssd ArtCt �a1 2i �ticl6T • S 10 inumfrrirrt tf if)fw zgrllepot bsnnfeol yhagorq nedw ,..019 ,E 701 ofi4w ' .0.0 "St 0 e itsrrt Wl 10 awn nt ,eYolornrft ',7edrnEa tuolfJ!w ,3bam 9•td emeed zsdmul M .;ORZ)IM • prnbliud lhaot erif Ic aflmil not olleb arff fifty patylgmoo of rmitibbo ae [foua bainulnve -id bluolfa en011614,bienoo noii:7sllsb celffo ,shot a0i1�+[{t29s ants (Ibtfnone ei 8ormimb eviflzzarr) ,pnibnaq mttigcl Icy opbs qof orft to hogque Ibzafsl auouniinou 89mu2RA • ��TN,m -to1 b,51al 1w ed of eeno prriiostj� �+t�r�u 7�ci[ti;�m slglifutn rtf ba�tu ed of 9115 an. cod get6 "til Una "al at ti 70011 b Oi 8?i1'7o1.ifrf"ed 6 ssia of ..I noib"Ilob rbodf yYra nnsn .hr,1�1 f�t0t r)1clewc�ffr, •bn� .AM MOb JAOOJ XOaxO ,1; AIAjTi)10 ROITO3,IiAa 13 16 %U lv alimil nollosliob ioq .E Gi3F,1.I fti nwm1a abnol vlgilltrrrr 08A -yIIvilo9cly.9Y F. I1ne 8A yd'amilk* 111W irmwl b9lotIloa•9111 t;Iua sjbm yl' 211MUtoo iftbd fit 3t'TQW N 9 asga�rra nplasa �aAwOJJA Yd (!411611.edtReb -ft lot :rtk1 +t,n►.S{ r�3' 11 lxi.'OI X O.S >se yfl:tffzel:q 10 eUlubUM b �uxtncntch t �rFlsoh leawlibba lot M an" r42 • jk^{ ESS - *d1 SE9ti?. (4iUX8il me^4 to acd 14 }Kl4quA le,mel tua« UM6 a%Mir"A •1 ,t•noillrlilt'(�° rtecya e(yncF•) i2CftJc.8l - leq OW - 1;41678q 1101anaI' , - pi 91211 gulp of 19IIwoq Mrig 8t16I[l Jll }nom l`IOCi [101:'d97grrt 1pq Oot'� m n,l nis-p of lsllb-mcl rcoiaaeicirnoO f tett OP& - „1 Orli( gulp of �eluoibaegioq meda fslnort7oH • Q��fl�D ��I��LJ� QiA�B ���fA�®II�IA �I�IlIl��➢� `�'�6�H=®�f9Il� '-TOO' J41LI\.-8aj QAOd adRAiWOddA :STOW ;erw49 elgmia bno ebsol m701iai, no bAeed ai n1cf6t el[fT • 701 AAUIbv 9.ril Alcluob ,babeol qof na(1W .mssd ArtCt �a1 2i �ticl6T • S 10 inumfrrirrt tf if)fw zgrllepot bsnnfeol yhagorq nedw ,..019 ,E 701 ofi4w ' .0.0 "St 0 e itsrrt Wl 10 awn nt ,eYolornrft ',7edrnEa tuolfJ!w ,3bam 9•td emeed zsdmul M .;ORZ)IM • prnbliud lhaot erif Ic aflmil not olleb arff fifty patylgmoo of rmitibbo ae [foua bainulnve -id bluolfa en011614,bienoo noii:7sllsb celffo ,shot a0i1�+[{t29s ants (Ibtfnone ei 8ormimb eviflzzarr) ,pnibnaq mttigcl Icy opbs qof orft to hogque Ibzafsl auouniinou 89mu2RA • ��TN,m -to1 b,51al 1w ed of eeno prriiostj� �+t�r�u 7�ci[ti;�m slglifutn rtf ba�tu ed of 9115 an. cod get6 "til Una "al at ti 70011 b Oi 8?i1'7o1.ifrf"ed 6 ssia of ..I noib"Ilob rbodf yYra nnsn .hr,1�1 f�t0t r)1clewc�ffr, •bn� .AM MOb JAOOJ XOaxO ,1; AIAjTi)10 ROITO3,IiAa 13 16 %U lv alimil nollosliob ioq .E Gi3F,1.I fti nwm1a abnol vlgilltrrrr 08A -yIIvilo9cly.9Y F. I1ne 8A yd'amilk* 111W irmwl b9lotIloa•9111 t;Iua sjbm yl' 211MUtoo iftbd fit 3t'TQW N 9 MELMY DESIGN ASSOC.O TEL No.9167831123 APr.26,90 12,:09 P.02 2.26$0 SH PATIO - �j� FF- —1" FROM UNIT NOOK 1 TJ CRAWL SPACE !� 10' CEILING 1/2-11 PLYWOOD ZPt,yvjo4o ACCESS TILE 3 C 6 0"0(—q BELOW 6080 ATRIUM DOORS 6110 G SEE $l 2-2640 SH a Iff i 1 Y � 77mou 6Vo4—, -S DINING 10' CEILING CARPET 8" POST STEP t . oiw, , I i A A3 C KITCHEN f 10 CEILING TILE z r �U- W �a y FINISH END 1 PANEL. T }y A35`41/?" y"• SOLID CORNER OMEN 0 ------ - -- 2668 STORAGE I e 10 • S 8" POST STEP t . oiw, , I i A A3 C KITCHEN f 10 CEILING TILE z r �U- W �a y FINISH END 1 PANEL. T }y A35`41/?" y"• SOLID CORNER OMEN 0 ------ - -- 2668 STORAGE I 50.9 eo: it oe' aS. -IqR H2 OUS-S O �i OO O1 14 JWA03 o 33A92 3JIT 223OOA WOJ38 vs 12 33Z H2 %es -s t t1 t 1 O O I + I W\a I + I t t I 3 EA . A I I OHIJI30 'Ot 1 s 3JIT + . n 1 1 �STIH8 ale. OH J3T 0: DOUR MDI83Q YC. il; 01TAq TIHU MORI 61- .-31 1 C�4awv,�yrs�� ccoca.wy sq 29000 MU[ATA 0808 ON3 H21H13 .J3HA9 "S\t We �A t l 9885 H3vo ---- -- -- - - - --- Y FFF"' 30AROT2 ••� o` � �`� a DOW � .a°� � a�� 1N4��OS�+~C OViIYtI� OMIJ130 '0t T39AA3 a 93T2� T209 "8 n MEL.CaDY DESIGN ASSOC.O TEL No.9167831123 t n SH NG DOWN 12" i 2'-3 112" 6080 ATRIUM DOORS APr.26,90 12:10 P.03 Y� W w a 2880 SH 2680 SH ` SOLID I STUDS Li S - R/0 'G' ✓✓ �C < ZERO CLEARENCE FIREPLACE � �CC 0�j ��OCr• 3! DIMENSIONS DEPEND ON MAKE. cv ¢ THE OWNER SELECTED MODFL. MODEL;-_ FAMILY ROOM 1 RAISED HEARTH ' I V CEILING CARPET I 2868 ' Ax STRUCTURAL SUPPORT I FOR FLOOR ABOVE 4x4 MINIMUM -' DOUBLE MICROI_AM 1 , BEAM IN FLOOR ABOVE, � SEE SHEET S-281 N §'-4 1/2"� .. 6'- 1" Li a•, I� rJ ll/i�1L/N(r-` SLOPE TO CLR-13 INSULATION I 46 PO "' r THIS WALL, 1 0 t 92xqHWR UTIY,ITY0 7U8/SiWHRAISE WATER HEATER O _,�$ CEILINGABOVE FLOOR �� 21-N SINK I #--MAKE,-. TILE VINYL .. 2'TO". - MODEL.r_ — SOLID ^ �- STUDS LJ �0. 9 GI S! ue, c� . ,qA II ESE87aie. 00 .J3' 0, 3022A WaI23Q . YuR!-,3'• :3XAM iJ300m HTftA311 021A9 8885 I Iriu-12 it 2A000 MUIRTA 0808 alio? i 1 2(lUT2 33AJ93RII 3001AMJ3 OR3S -- 00 av393a 2NO12A3MI(3 .J1QOM 01T33J32 SiNWO 3HT MOOR Ymuri 0141JI33 `11 t T399AO ITR099U2 JAAUT3UAT2 t V08A AOOJ1.903 MUM4iIm { xo I 1 MAJOR31M 3J8U0Q I,3VOAA R00A 01 MAN 18S-2 133H2 332 N I v) 09 .axa W 3TA3H 543TAW 32IAR T WTU 5100..1 3%O9A "81 - 014IJ130 Q Al�tI2 I�SstS _ _jUAM _. _ sJ7t'OM "QT'c :.1 JYMIV HOITAJU2 .JJAW 21HT U • W OUSE � RWH2\8UY t 311T - (''''� Ul ioe H2 t ' 014 "St /SWbQ w"rr� L MEL-ODY DESIGN ASSOC.0 TEL No.9i67831123 May 8,90 9:32 P.01 Ito 14 0 PIONEERS IN CUSTOM CAD DRAFTING SYSTEMS - NUMBER OF PAGES DATE TIME El P.M. (Including Cover Letter): NOTE: it you did not receive all of the pages or If you have a question, please gall the verifying number (below). TO; FROM: 6��A M 1AME A 'i-- F FAX NO. Vol REMARKS: e2-- JIA A d9 WINSAIM518, 01A K 0 Wel L -W V AY. IT- vt)w fjrvirpo YAo&c V) 130TTF. C- OtJN I I W- BULDImG DEPARTMENT W VWW Ir APPROVED. - 1220 MLLOI)Y,LANE, SUITE 180 ROSEVILLE,- CALIFORNIA 85678 -916.783.9373- 0.9 5Z:e iii 2tUi3T2Y2 �1flIT�Af4Q QR3 MOTSUO M Z933MOM Do22a �IaH-13a 23OA9 ap H38MUM :(yet)eJ TevoO Qnibulo(il) M,9 �] M.y _� WIT `_ v ._ HTAp .. volad) Wdmun Qnl%lhov Orli Iico occotq ,noltaoup a brad u0V It to aogoq orlt to tto ovloom ton blb uoy 11:3TOW oN 4 �,g1Wv'i .Q1jtA 4'1<' Q ( at -11 )CAI Np1tH31fA iiF1�Y -" :2HF)AM3Fl • t �'.,S'i Ca � � N� -In -IrtA wG-s�t,yi 0 !W OT •..J.r-�l � .�`?�i�t�rq kOrT-Am)N(r-,-j(4r 42z�--irz� �j U j� fM-IMTAAg3(] 0�111.jjU s ���Q•£8T8rQ OR 3TtU2 ',aWAJ Yd0J3M osSr Mag AlWF10iiJA0 ,3JJ.iV32ofj �–A V, o A 1 � TA L T I T rJ DML I "", T I pli APPROVED — 1 S i r—%,Q 0& 2 111. C A -e At. 1V S aAT w 1 Zr Rte w-, • L0l�'� ? ( �' 9)��8} W r466Z Its 2 y� s~F C� �' ��►' �'� 5100 �i Fes. �. +66 ZA OCPLM m -�50-u Ft-ATTF- go ho Y s-.tq-t-, t)*S) c USS 17 A 50 a� Sl L 0W vv A tA–. t IDI'VISION: �r rRY, r QA T Le CHECKED BY: DATE' JOB TITLE: SESSA CORPORATION 1220 -Melody Lane" JOB NUMBER: SuIte.180 Roseville, Cal.lfornla 95678 516-•783-9373 SHEET: 0— TV.3MTMAg3a rOMIGJIUB �n V -A-9 --�. r ,1%IOO T Gtr L4z -.,.-N .Slci aJ-'-1 1 a ( - -- vz —mow -NJ . cY A as a 3v ► JAW ------------- z 41 sa a C � �jC � •� � � � aj. . '6*A 4� S S � � co S $ C{�1)CO(tc cA0,4 Ml i A or j 9 ...ls�1 tnr A No -"Xi ,J.r "L f� GJTIT 80L HOITAA 9 :00121V ' -- f� 9Q� A�232 Y - - —. :FIRGMUM 80L oaaJrbo IoM OSSt 93 TA 081 ottue Mae a r nhoi I It;:) ,o 11 r 'lye C�87i�3W -•..1.. :T�3H8 Erre-Ear-ate .�.._, ._ - -- ---:BTA MELODY DESIGN ASSOC.0 TEL No. 9167531123!: May 8,90 9:34 P -.03' - (Ar? 0) ► 17 1 ) Z-. G 2 � O ) X0 I/ir 0 t, -r Ap a r 0 7' v*�. Tl folio -WA�Js lll 14 1 nTVTSION: SESSA CORPORATION By: 1220 Melody Lane 'DATE: Soto -180 suite CHECKED BY: Roseville,.California 95678 2 AT E 91-783-9373 L - JaB EO JOB NUMBER. SHEET. OF �0. q lli: e Ota, 6 SSI IU-1al,2. V AT 0. )082A HE),Ie3Q '.'GQ -:3'i CY'ri1 W rvrT2 y �� �� •fit ,s�� '��, C � �`'�' � t��' .."`�► l,c�.j :� � � HOITAR09FOO A2232 MUH 80" onaJ rboloM OSSI Q8i stta2 �- mae rstainwoo %olitrozoA '.�.... � � •�` : T � 8 2 Ecce-ga'r�a t e i Al� Li t;o '' 4'G—�" <c. U:60609 BALCOW ATgRMnN DOOR 2060 SH IML SiqSH 200 26W7L WINDOW SEAT EEAN IN WALL ---~" SEE SHEET S-3 FOR SIIE & LENGTH MASTER BEDROOM REQUIRED. V CFI LIM LANDING ` CARPET 9 CEMIM CARPET ♦1 s-0 i/2' SST �'Q f OPF71 Rr M"G 17R .1 m r7 - t= a m cn H Z 3D CD n CD m t Ste' _ �z F- CD o 3056 SH 3050 SH � ( t 00 BEDROOM #s < SL it CE ILM 2 CARPET 2-6' S G itr t� 00 1 2 t CD CL1 Q666 ` 145 0 ii ' t 0r ALK-im CLQStr 1 A t 1 - 3aP CD HVAC 2669 PICT A GSE LIN 32x60 vt Z STORAGE TM N 22xW , ATTIC , O N `Accss � SSI IE8iafe. O AT O.DOUR H@I23C 4 b�� . 1 ' Illi AJ FA -ji SH SH 301 SH 0 r -DOWN a" 1____ _4 Qp _ _ La 3p fid \gyp/ 2_2i 0 sm LA BAR 6 SHELVES 2868 26" m 1/2 WALL STORAGE 2 STEPS r . iLp- CLOSET EYEBROW ARCHWAY f to 3 El RAISED HEARTH� ry BOOKCASE t4 zp x ti p !!, 40 _. I .. 11 .If �!3 _. _. , ` rt - h 800KCY2E U 3 KCY21 -. �. BY12ED HEVISiH ;j o� Z .j o y rot t " C5 Cf02E1 - ! 2101SVCEJF7 vm i, 8 ZMErAE8 cc n X0,61 EAEBBO:S 5 21£hF YUCHMYA 1\5 MVR' G- - 1 T EVllVG BVH �1ry � w i 4 X. Ls LO 1 HEtH - - I 1� #d —Dom" Q. A Cl i 4,07 7'.1 F'4 iC1i 2H VMS O t EATING BAR N w N a 2MB STORAGE 1/2 WALL - CLOSET 2 STEPS # EYE13ROW ARCHWAY ;a W to W m tl ;pb N rp pp RAISED HEARTH BOOKCASE B KCASE i n Si11!4 112- A 8'x7' 0ARkQ9 DOOR 40 80'd.Z1 6 06`8 6141 LZTTi8Z9T6'01%1 131 O'DOSSH NJISM AGO�TAJ ; A; - IMB.x1I z DOCJ I 1 r: ' �,..,-4�a Cr'OZEL a�ets�a+'. 7 s^_ca �SV12E0 RENNIN m 8 o N ki m r $ 21Fb? Q 1 c l; r Sale. c IT 0.)022A H@i23Q ' aA EAEMPA VKCHMVA tis ;AYrr -- -'I-i r I COUNTY OF BUTTE - DEPARTMENT 0IE PUBLIC WORKS - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET jj Or Permit No. OWNER61rS' /T SA ,,(I,rVI .J V2.- / / 04.0 A. P. No. 7 2. — Y %rte Proposed Building Use/ / 0x'4 d'S`1 Building Inspector 3� Date 3 �2 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) Mobilehome installation data including manufacturer's installation instructions . , . iSanitation Fees of $ .. ........................Chico Urban Area fees paid.......................................Park fees paid..................................................School District fees paid .............. approval from �' L// Health Department y_ G Q 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: ...... 19rImprovements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy)? 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... GE etter of si nature a thorization ................................... E»a� When ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone3yl- S��d and hold for pickup at H/2 *office. Deliver w/inspector. Other ApplicantDate32C�-� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted 1. Index permit for above items No. - 2. o._ 2. Additional items required: Contractor, esigner, owner, was advised of above required data byphone--rnail_counter bylUr date+ -3-90 Contractor, designer, owner, was advised of above required data by—phone —ma il—counter by date Plans checked by Date Plans approved byj> Date 4q7_/4 �op --t--Sets of plans on hold in �'File cabinet AP folder Copy—DPW TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance �n Owner LC Z - Location AP# Plan Approved for: Sewage Disposal Hold final for: Final clearance O.K. for: Clearance for Q -F- bedroom -e home. NOTE **s - Other W Water Supply �Z-v Water Supply 9 Water Supply Sanitarian TO: Building Department „ 1 FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit has been issued for the above property. nu b At sign re date f 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) p g Bldg.' -Permit # %1--5i -90 OWNER S ( N CAUD 0 A.P. # GENERAL u y Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. 6 Items on data sheet. PLOT PLAN Complete parcel size and dimensions.. Setbacks, sideyards, easements, etc... Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. FT Or)P VT ATT Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. . Garage firewall, door size, and closer (Sec. 503(d)(3))., 1 - 3'0" exterior exit door (Sec. 3304(e)). , . Fireplace and wood stove location, alcoves, and•clearance. Smoke detectors (Sec. 1210). TRUCTURAL DETAILS Foundation plan complete enough to construct building. . ;-'4f'_. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) �- Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances. . Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. ' Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. 1 o-1 . O 6l 4A -i A- S N -C- CT, �y 427 - -?0 292 5/89 91 �T'g) Lf) jiov �&E 3z ' (_OrtG ,A5WELL AS R42�-70293 APS 6 J 2�s5 (�4Z7 7 295 24Z�-�o294 Si+ouO QZ!� 12'CoAj CT ►i) ./ TQ c�CD94to10 cAR,gy /2/ �N 6NE Sid �'Y i::- 7 o RN colk�+���� . (�F�-,�, <s� c-aTe�2F SEs �� rt i S ��� �� dl� ERZ cva�� o� 9 D C.r_ Certificate of Compliance: Residential - .- c AU pd - rr VJcx:r r muc Protect Address 302 &AY AVE. C R Documentation Author. Ar Telephone Climate Zone 11 X57-90 Building Permit w DoGiC 43-90 Checked By / Date Enforcement Agency Use Only BUILDING DATA =. North Glass Area % Glass Conditi ned Floor Area 3432 Number of Stories 2 I Spoor Number of East South 2 � 7�_ .Units 2.9 Single Family Detached (SFD) [ ] Addition Alone West 134_ _43 [ ) Single Family Attached (SFA) [) Existing Building Skylight 0 0 [) Multi -Family (MF) [ ] Existing -Plus -Addition Tom S92 17"a BUILDING SHELL INSULATION.' Component Insulation Locatilon/Comments R -Value (attic, -to garage, cipisel, etc.) C� Z Wall .............. — E X*r- WALLS Roof ............. t*rl' C Roof ...... :...... • - Floor ............. Q—/9 r4oSE 1Ftoc12 j Floor ............. = .. Slab Edge..:. GLAZING;. Shad ng.Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (Mngle, double) (Jolla blind, etc.) +^ tshadescreen- ete-i r.,.eb,..l r...e�-rA...,.,.t. North ( > g• " �- a l4 J:Jo I1lETtgL North ( ) East (-) 2 1 East South Sou ih ( ) West ( ) 3 Wt♦•TZ' R�oPeS West ( ) Skylight....... O THERMAL MASS y Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) LOcatiOtl/DCSCflption (kitchen, bath etc.) A2 Ar HVAC SYSTEMS Minimum Duct - - --Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # _ conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Fu tt ^c a t►7'L i 5•iAynir_ Sao Maximum Furnace Heating Output: Btuh t - HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas.letc.) Capacity (or approved equal) Special Feature(s) _ —lb ft is ti - 4111 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) } N I I Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standard: must contain these measures regardless of the cam iance te approach used. Items marked with an Asterisk (-) may be superseded by mostringent compliance requirements listed on the Certificate of ComplLviee, wben this checklist is incorporated into the permit documents• the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRJPIION DESIGNER ENFORCEMENT Building Envelope Measures 42.5352(a): Minimum ceiling insulation R•19 weighted average. 42.5352(b): Loose fill insulation manufacturer's Labeled R -Value. 42-5352(c): Minimum wall insulation in fumed walls R-11 weighted average (does not apply to exterior mass walls). ' §2.5352 ft Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 penrmfumch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfmltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and seakd- 42.5352(e): Special infJtration barrier installed to comply with §2-5351 meets CEC quality standards . 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a Tight fitting• closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 52.5352(8) and 2-5303: Space conditioning equipment siring: attach eakulatiani. §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(br Exhaust systems have damper controls. §2-5314(c): Gas-fued space heating equipment has intermittent ignition devices. 02-5314: HVAC equipment, water heater, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) orcombined interior/exterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate return tit recirculating piping. §2-5318(d): Swimming Pool Heating I. System has. a On/off switch on hearer. b. weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency.. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 42.5352()): Lighting - 25 lumens/watt 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, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the. building featuretand performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter2. Subchapter 4. Article l 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 purllaser of the building. I Designer I Name: Address_ Telephone: t.ic. N- (si6ttattue) (date) Building Owner Name: Address: TckpM c (signanae) (dart) Documentation Author Enforcement Agency 1 Name: Names TickJFimt Agency: i t Address: Telephone ` I 1. Ceiling Insulation 2. Wall Insulation -14 Number of stories 0.90 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 2 1 R-19 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -14 -48 0.90 Single- Single - -70 -46 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 0.06 -6 -3 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 -2 4. Slab Edge Insulation Insulation in Floor - 25 Number of stories -14 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 -14 -48 0.90 • ::-� - - 0.60 . -i44 -70 -46 1 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 3 -4 0.06 -6 -3 -2 0.04 -1 0 0 a 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -58 -20 Number of stories -3 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 7 - 25 Number of Stories -14 R -value One Two Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -14 -48 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. Inriltration (Air Leakage) Specification Points Smrldard o 6. Glass Heat Loss Total -14 -48 -69 -64 U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 .2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 .9 6 9 12 15 . 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Efteetive Persalt Glass (percent Mass x SC) Effective -14 -48 -69 -64 %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na " 11 3 3 5 2 . na 10 2 3 5 2 1 9 2 3 5 2 .2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 .1 -2 -4 -2 0 na = not allowed 2 3 4 3 l6. Shading (Shade Closed) Effective Pereatt Glass (percent Qtaa9 x SC) Effective Glees Nodi East South West Sity6pht 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 -07 6 3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 3 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1' 1 1 -4 0 2 3 4 3 0 na • not allowed 9. Interior Thermal Mass SCORE CARD SC Interior Slab Floor Raised Flour Mass Stories 1199 Stories 1700 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 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 -4 -4 Exterior Single- Single - 7.0 0 Wall Family Family Multi Mass Detached Attached Family 4 0.00 0 0 0 9 0.20 3 2 1 19 16 0.40 5 4 3 26 0.60 8 6 4 12.0 0.80 10 8 5 9 1.00 13 10 7 15 1.20 13 12 8 5 1.40 12 13 9 4 1.60 10 13 11 3.7 1.80 10 12 12 2 2-00 10 11 _ 13 5 11. Heating System 2 2 SE None SE or ASPF -15 -11 (assumes ducts in attic) 2.6 Solar 2 Sum of 1-6 1 0 0 -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 1 0.95 8.71 20 18 15 13 11 8 1.1 Effective SE or HSPF IE (SE or HSPF x duct efficiency) 30 Effective -25 or -24 to -14 b -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -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 3 System Type 3.4 3.6 3.8 4 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SCORE CARD SC Eff. % Glass IUnit Size (so X SEER 13 r3 1199 12M 1700 2200 (assume: ducts In attic) l.redit or b Stm of 7-10 to of Type Type -25 or -24 b 44 b -4 lo +610 16 or SEER less -15 -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 _-12 -9 Effedive SEER -6 IG None (SEER xduct efficiency) -3 -2 -2 Sum of 7-10 2.1 Solar 7 Effective -25 or -24 to -1410 -410 +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 43 -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 29 24 20 15 10 Solar Zonal Control Adjustment 5 t 10 8 7 6 4 3 3 No Cooling System Installed 2 -Stories One -5 -4 -4 -3 -2 -2 Two + 3 3. 2 2 2 1 Single -Family Detached and Attached SCORE CARD SC Eff. % Glass IUnit Size (so X Water 13 r3 1199 12M 1700 2200 2700 Heater l.redit or b to to of 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 = f-) WSB 5 3 3 2 2 POU 8 5 4 3 3 SE None 37 -24 -18 -15 -12 .72 Solar -1 -1 -1 0 0 15% HWR -18 -12 -9 -7 -6 55% WSB . .25 -16 -12 -10' -8 90% POU -18 _-12 -9 _7 -6 IG None -5 -3 -2 -2 -2 2.1 Solar 7 5 4 3 2 3.6 POU 3 ._ 2 1 1 1 IE None -28 -19 .14 -11 -9 1 Solar 8 5 4 3 3 25 POU -10 3 -5 •4 -3 4 Multi -Family (Individual units) 4.6 4.8 S 5.2 Unit Size (sQ 20% Water 0.6 699 700 1200 1700 2200 Heater Credit or b to b 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 3.7 WSB 9 4 3 2 2 5.1 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 2.6 Solar 2 1 1 0 0 4 HWR -23 -12 -8 -6 *-5 5.5 WSB -25 -13 -8 3 -5 _-e4U 1.7 _23 12 -8 -6 -5 IG None -8 -4 -3 -2 1 -2 - Solar 6 3 2 1 1 _ POU 1�00 0.9 1.1 0 1.6 IE None 30 -15 10 _ -8 -6 8.2 Solar 18 9 6 4 4 4.7 POU -8 -4 .3 .2 -2 Point System Summary: Climate Zone 11 SCORE CARD SC Eff. % Glass X Measures 13 r3 1. Ceiling Insulation ' 2. Interior Mass/CFA R -value [38] U -value (0.030] 2. Wall Insulation 1Z_ 19 or d X t r.rc I pass U -value 3. Raised Floor Insulation R -, or SC Eff. % Glass R -value 19] U -value (0.037] 4. Slab Edge Insulation Q or �.`� R -value [0] F2 factor [0.77] 5. Infiltration Standard .4(3 = 6. Glass Heat Loss lbaL = f-) O 4&rpet*dCsk.I) Type [double] U -value [0.65] 7. Shading (Shade Open) COND. FLOOR AREA t �[YP¢ I LUSS (UINC s 4.2. le: exposed slab) - Exterior Wall Mass ND . L OR AREA a .72 X • _ 0% 5% 10% 15% 201/. 2S% 30% 35% 40% 45% 50% 55% 60% 611t: 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125• 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 1". 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.S 3.1 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.S 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 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 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 27 3 32 3.4 '3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 8.2 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 1.9 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 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.S 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 2.5 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 BWY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 6.2 64 66 85%1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 5.9 6.1 63 65 67 9oY. " 1.5 1.7 2 2.2 24 26 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 6.4 " 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 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 1001y. 1.9 21 2.3 25 28 3 3.2 3.4 3.5 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.S 6.7 7 11.7 105% 1.8 2 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 S.4 56 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 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 3.8 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 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 SC Eff. % Glass X Measures 13 r3 1. Ceiling Insulation -30 or 2. R -value [38] U -value (0.030] 2. Wall Insulation 1Z_ 19 or d X R -value [11] U -value 3. Raised Floor Insulation R -, or SC Eff. % Glass R -value 19] U -value (0.037] 4. Slab Edge Insulation Q or �.`� R -value [0] F2 factor [0.77] 5. Infiltration Standard .4(3 = 6. Glass Heat Loss lbaL = f-) O Type [double] U -value [0.65] 7. Shading (Shade Open) COND. FLOOR 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 I"J_7 % Glass SC Eff. % Glass X ►"�"� = 13 r3 X 2. Sum 7-10 X= d X % Glass SC Eff. % Glass 7.0 X'-- �.`� x - x .4(3 = 32_6 © X = f-) O TYPE 1 MASS AREA = O 8 InteriorIvriat/CFA COND. FLOOR AREA TYPE 2 MASS AREA = 0 - Exterior Wall Mass ND . L OR AREA a .72 X • _ SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF 10.5615.151 16.9 X X62 = 7.29 SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] Point Scores 4` T 0 0 + Sum 13 t2 O Point Total: +L..-- O Sum 7-10 t-3 t2 O Point Total: +L..-- AI;���Ik�AHd I I' III MR p G I I , ,, Jl -i ----- - - '� �[��'1lli.���. i� N090202 `^ i =7015;L7 II r" rJ Q 11Plow �j cwl hj AR ,, ; ;� � 5 -. �� • � 101. k � �� o " `�•' �� a.1L1FrM:- FSM MK o r c, � 0. �W ;r • �ti litY� MECO "♦"I^��'r.M'�'"r';r .Ityvly,..,..W,. n. Mr .� cc Kv t� x : lop", INK It O+A uG s 1 C� w►w UPI its Miro` s �y t+�ti CUe 3dJ MPOLJ ru 4td" ;w 4r �!► N iR t!7 �,ia.t �". �. t alc Ngx., �. w r -I. ►+r r- .. M, BUTTE MUM PAWMEW - r T'W.—ALPTW1 FURNISH A COPY CF THIS, ENSIGN TO ERECTION CONTRACTOR REV 35_3.4 SCAL = 0.37 .c*tom a. oacr -�c r�u�sa ;z isnotme Di SIGN CRIT: UBC IRU R42:7--7 ?���i�tpDRTAiNT��.os�rr�aalacsaa' ,xr AANIt+isy � kw�tr�t �nrtra ua c. Q � tMMTtar nM � SPOMMATUM t.xW aE�IAM WM41-M sa 'wr-1a . awaMM wca +�- TC LL 16. D PSF � -MIS IMW on air[ FaZifi fit! WTtiXTSE titfF Ili CDft79wlE CawEttiAnt 11481 piC7M+9RtAi10tS-•mil:. Sii nor stn $ MTW ax In. &Ptw M& ovim, rat s-WITI IRL ati;tu. Mui- TC 0L 15. Q PSF aa6 r-wr-.1ED' 11Ot: 7s Silf�t, S+CYi�S25F S?Ea.:si.ESi -sEs+r AsecAT PCOU r1F3aQt:3_:ttifSs ar>prssc - r f 011M � s�rxa M1TI�s a� siTx AB+i< CAaOE a. SHNK UP1 CMQ %VM w_ u+T�g Mum CA By OL 5=O ' FGF C - A�lLY ��04 V.IM VACM it CACCJ=a A %=T? VrM1 7110PCPt.Y ATTR DLl4i000 94"lum sa , waltm, umm sit 4- :w� aMLE9s dvawt= 9CW W"t" aa+m vnm ALGIA ¢Q EMG or suctaa ToT . Lo: 36. 0 PSF ` . G iL3f3a STAt0�'W CMWWW,' sSTlt Al�LMMLX �6ia1SIC:dS aR AS, iSfC.iFIFs7 CK CE UK. XW 14r t= TWIS _ - *01*aia-At r Acn.. .t>Est•?1WIN FIFEW-TXMWr WIESTM LOOP Ot}6�.F�1C. 1.25 ,C'3. L C C Com '. ; tlRt: �'+CAiE Zx57iR11rL -. tRg We[L9ruL CE379a' gx.C2FStJ.22ai1' paa +a6fOC� Cff•Bts�lCTSa1F - _ SETBACK v 11 50 17291 4K T`GP CHORD'- 2X6 FIR-LARCK # _ TC -IX -LOC �7C L -R: 4.23 4.97 11.03 15.71 _ _ wT` CHORD- 2X4 PIR --LARCH #i WEBS �' FIS LARCH STANDARD SC:X-LCC L -R: C�.29 5.33 10_57 15.71 0 COf NTZD4AL FRAR Itrxi IS NOT THE RESPONSIBILITY OF THE TRUSS USE THIS DESIGN F=&l `WHMC-N HIP TRUSSES"@24" Q.C. EXTEND TOP C}ESIGNER. PLATE �fANUFACTC�RE[, NOR TRUSS FABRICATOR, PERSONS CHORD'TO' HIP RAFTER AND SUPPORT EVERY -FOUR FEET. LATERALLY ERECTIW-TRUSSESARE CAUTIONED TO SEEK ADVICE BY LOCAL BRACE FLAT TOP CHORD WITH _ 2X4 93 OR BETTER HEM -FIR @24"" D.C. EU FRAMING. PER V PrtFEScIONAL ENGINEER-, F3EGARlidG CONVENTIONAL WITH 2-5D NAILS AND 2XDT SDNAL BRACE BWT-76 FIGURE 6 (6) -SUPPORT RAFTER (68"), CR -POLE EVERY TWO TRUSSES. X58") . 0 F #_I RIP DESIGNEti €O SUPPOPT. 5 -it -04 JACKS WITH NO WEBS:, 0 SINGLE CUT #SEB 1-2, ENDS: i. 3 0 CGNNECTOR PLATES MJST BE INSTALLEI IN ACCORDANCE WITH - v REG�REMENTS: OF I..C.B-.Es_ RESEARCq.-'RE,P€JRV-#2949. CONTRACTORS WARNING. - THIS TRUSS IS DESIGNED TO BEAR AND/QR SUPPORTru ACt4SPL�v� ES ARE T6 BE CENTEREO- Oil. THE JOINT,. LEFT TO RIGHT AND ADDITIONAL LOADS AT SPECIFIC LOCATIONS. _ TEms, C-E33TTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION, PARTICULAR CARE: IS ADVISED DUPING INSTALLATION -SEE r AvEiNC S30 FOR"PLATE .LOCA.TIONS '€ N TYPIEhL JOINTS. " TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. - ' 1/� CONNC-T R PLATES E3ESIG�t� FOR GREEK LUMBER Rl ` °A'D5- .TOP CHORD SHALL BE LATERALLY BRACED WT.TH PROPERLY CONNECTED TdBLE �. iso. ;_ _ PURLINS SPACED AT A 14A IMUM'OF 24" Q. . It 2M- $7, Or better cantinuous lateral batt*x 6crd bracin cyFSTesT��ittaci v12 -25d nail Bracing ,is a it egsair a � ceII3 at acbeci ft.r v t bofitara cWzd Bracing " -Ian: to sng� e� anu attacbed it -ds t, a sn#La Te support- ri V h _ $XB ssrQ - 6X6 ,ate ''\ Q - NM XW5 6_00 6-00 4X ' _ 04 VI*L BUTTE MUM PAWMEW - r T'W.—ALPTW1 FURNISH A COPY CF THIS, ENSIGN TO ERECTION CONTRACTOR REV 35_3.4 SCAL = 0.37 .c*tom a. oacr -�c r�u�sa ;z isnotme Di SIGN CRIT: UBC IRU R42:7--7 ?���i�tpDRTAiNT��.os�rr�aalacsaa' ,xr AANIt+isy � kw�tr�t �nrtra ua c. Q � tMMTtar nM � SPOMMATUM t.xW aE�IAM WM41-M sa 'wr-1a . awaMM wca +�- TC LL 16. D PSF � -MIS IMW on air[ FaZifi fit! WTtiXTSE titfF Ili CDft79wlE CawEttiAnt 11481 piC7M+9RtAi10tS-•mil:. Sii nor stn $ MTW ax In. &Ptw M& ovim, rat s-WITI IRL ati;tu. Mui- TC 0L 15. Q PSF aa6 r-wr-.1ED' 11Ot: 7s Silf�t, S+CYi�S25F S?Ea.:si.ESi -sEs+r AsecAT PCOU r1F3aQt:3_:ttifSs ar>prssc - r f 011M � s�rxa M1TI�s a� siTx AB+i< CAaOE a. SHNK UP1 CMQ %VM w_ u+T�g Mum CA By OL 5=O ' FGF C - A�lLY ��04 V.IM VACM it CACCJ=a A %=T? VrM1 7110PCPt.Y ATTR DLl4i000 94"lum sa , waltm, umm sit 4- :w� aMLE9s dvawt= 9CW W"t" aa+m vnm ALGIA ¢Q EMG or suctaa ToT . Lo: 36. 0 PSF ` . G iL3f3a STAt0�'W CMWWW,' sSTlt Al�LMMLX �6ia1SIC:dS aR AS, iSfC.iFIFs7 CK CE UK. XW 14r t= TWIS _ - *01*aia-At r Acn.. .t>Est•?1WIN FIFEW-TXMWr WIESTM LOOP Ot}6�.F�1C. 1.25 ,C'3. L C C Com '. ; tlRt: �'+CAiE Zx57iR11rL -. tRg We[L9ruL CE379a' gx.C2FStJ.22ai1' paa +a6fOC� Cff•Bts�lCTSa1F - _ SETBACK v 11 50 17291 4K S7,MPAUVEDJim 7G 3F-- 4-5r_leD, 7 ' C!1 2x5 FIR--LAF �i2 ,Ic i CH 2X4 F'ZR-LA � X 4i -�. 0_29 SINGLE W-8 0-2 Em&. �Im"MMOR P.AIES :NUST � li4sTALLM Iii' Ac= t�At�iCE R _ BLIP L. `L:AIEPAILLY -SPACED Wlltl fid# oji,3UIREMMS �UF I_C_13.tl_ RE: �4 t ppR - 2 3. ; ALL. ALA-'ES Rte CE?Ti�3 SPAMO AT kPAXIMUM OF � �i�ISdT7€�.� �E#I?%PWISE� I�S.'So ' F.�t�S,�SIi# F4R � �iR< F � rsE 93#ii 1313 isii'S{�-5, FOR }TM c, iTIF J. L ►TERAL x Ut 2X4 #33 €�E ,-fIR i7 A3 A �if%ti� r tCii�A %ACIt C'— 72 MAX-. 'CA_t>'. ztlk —IG3 zA2LS. Ail6 IS FQ 6E�i 1 til IS ATTACHED QIRECTL�J �Q FAL = rca ` : , ,R BE SLpptjf '#' . .3cT�A iF BIF�'rf IOW/'IR St I i'65 > � fPP qytnWVTjCM FRAICTg , J 6--, )o, " c J _ - rZ 5-- —lZ OVER ZI - � ►� €'lR.-iti.FltE Ft **GSR l+(}3 iI t1taPY t SLS rf3ESii i[! EIIit'°• ` L LQ _ � �.tis•,`��,.'��' pA.�t. �F �'t��.� �� � � � � � ' �4I��i�i3��Fs•oce. a�a� �.rw7ats rw AAISE�'`� � rainafv+s. � F �� #?:#t i� - ��� ��� a�aa �saie€rre4 saps soon- am acsuM T. u r - F9F. �"r'�c� - n � ' >r,.,�os sat alrs.cNOOP .nes 20 swat 'CJLMUM Si ar+arrar w�ow6l 'S� arae x. r VAL wwt+ m �ti Me 4stals maim �* �` aha ssra<cta s ;; srs+t caass is can. area txk rte tw�llw c xn+�u 1% raw i�+�t*�+R AT >fn _ > >e.r,+s a'ra;aca� . e�arseaw x >�seef ra cacti. I7T 1 �RIYS; owe4,raqur'c ;>. +, aAa lraar3C gi ar aC--carcags�e ies c ±. as rad t! 3= !:3k 1r �- ��, gsQ1 t�F +w� rw�L � tK¢�rS�! micrt�low sQ+asaCrl�1 K--.ter- e . CAUlR 2 1325DD2D f A ► co to , tri CO --4 oC cz ramCLI 1w • w 4p�J 1- 4 0 U. , cin V) co 0 > r ;, � � ».�., � ',.,; U. f 1 N�, Q . w ZCi ^' c 1° h « ttt to 0 9 � � LD i`. � � � '�j(�" 1 � N� Q 4 iXl r SC f. r cIL IAJ ° r CJ -i Ul Vl '• x}41 °° R� +z rr d. ►tY�fJ G] w �c U tAJ be O C? M CY yt/1 ) 1,, h -i i5 .. p Q X X t9 r. . f W / :NSt C5 to C' `r? _��!` 8M �-- w fA V M o J CS W�� C110 en El SL � a. � C� i�1 ffi 1-4 9 A.I'd oil "ea Mtili/2�� {x� 12 h :lr G - H? p Q Z-01 wo A r&� ' lE t1Z, 91' jig t: 0._(qW WL,dj Wco as j ai"Fj pr " � 0.' ottt r" �. 0 nog1, + :, + �� " w � W�"". r MWP., w"i U W i Z. � x d W -' . C4 a4 W Ca �3 w r cn � "` "' b Uj �,.,. bd NtUi,V w�lC, , + ` +� b d tri w w o " �►: tp u� goo 00 q f,i Y1 ,lu Q .J r o IX w p y� .:.,,.. , ' 20g37�.��. _ _ rcits Dws- PF PiFii.F:Rcm CD7aptj 'c'R 3?Rj-,Lwkns F. j3a4E.1S1QKS SUUMIT=E€1 BY TFM'SS WR, Te"T CsJCRQI 2X6 EjiQ__LAF1Q+Sc�. - TC X-i OC L-A: 0.29 6-00 t0.25 14.50 18-75 23.00 28.71 n WT CHS 2Xa FTR-L.►ipzri �S- _ WEt65 2X4 b= TR'-1 SACH S r k�iC;�r�3. L2. EXCEPT AS S� M-N X.. CC �-R: Q`-2S 6.0 10 _.25 14.50 10:.75 23 . its? 23 - 7' =`wi '-2X4 FTIA-SRM Ar _> 2 COMPLETE TRUSSES REQUIRED r---- `, rCTt €1 FL 7E5 €` isE INSTALL =mak Tip" : CCCRgANCE WITS PA�TE"� TEIGEiz#Esi � lT�i, : iSC WAILS _ -,` J 3E Trt T i I, G, _i _ N SEARCH SEP£9€�T X2949_ : ^s T �t _ _ i,4:" . 'ttEBS. --- --- 41 r. t> ' GGEFIED A" PLATES AEE TG-SE C£NTE#E0 GniTHE JOINT. LEFT 10 RIGHT AND HST CKI 'S. _------- Q _ CO. T%-XX T6 8V� EXCEPTW.-HEN t_OCAMBY CIRCLE 6R, 014ENSI€N, � NOTE: IA. THAt3SOLT YWf BE SiBSTTTUTEO fRA &rt3C "PLATE f3Ch7I0i]�FEC.�c�u€s 60 �"ihRi�3��NRO Ci,YpO SgL rSPACING NOT-JO EXCEED is, 0.,C-. Z T-iGLE cuT N !-M. 5 : 2 EX05: i. _ 7,. fJ fl C�F1SEi; 11�` AT ?�IOrPAP� BETWEENOEAr'P.=a�Cs. . ALL. BOT€0� CH G ICS OCCUR TNG BErWEEH PA12EL< PtItNTS APE-JD 8'�-L OCATE3 At APP Rc:X'ThATELY CONTRACTORS WAPRINO_ r € F PANEL I_Ei�=f� �=�?(� P�te�4` P��MF ��!'Lfi:Lll I=`1 A1:C THIS 7M.6 T5 VESI&IED ii EEAR ANDIOP SUPPORT s` r�r TO A PAWL. 9CIN- — E. AG€3tTi�xt4L Li?Ai3S A f SPEC-FTC t OCATIG�fiS. S� U : Iii P:�N 4_: y r PARTTM"Q CAPE FS ADVLSEa DUPING SNS-ALLATION TO �31�F.,r`. SHALL. BE LATERALLY BRACED WITH FAGPESL.Y CONNECTED TO 'ENaL THAT THIS. TrKZS IS Es ECTEG Pr' ERI piR__N5 �PAt-, Ct f.T- A. MAXIMUM DF 24` O.C_ `` � ALL t AI4 , SPE£IrFI ARE C1434051 ZAIRE MAILS. } A"- ZX443 Neer-fix- a- better _cautlmr- � lateral b0ttc+ chord' b cac�ezg gif" C. 7�3xr r i c3. pitta � -fid c3atIs_ i�saci�g, is iSO re sire I� tT ^tion ►CL , 66 0_0 trasses at 2VI 0-CL. to if a "gid ia-Ij is att,.3cbed-Wxectll tg bottom mrd_ Bracing 1vttow mrd. Shags itt246s CZL- datallogC-WE: i itexSI to be, s� ies3 and atb-cbK- a bcr� esus to a sp-itabl_ support = foi�c Qa_. ;�a �j.yatifi iicz�s Y erection. Matrac'ttor 7X& Note: ibis &-r psi f s Cant eft-sr p` ates. designed, icr green is Per Table a- is. 3 to support, _v 16-0- itrn ses : truss in to tb 9G(07' .1-0;14 at l�" in fry both en�.s �d carzv 1��-ii. trr.ss2s f�itg ttr t.�! �. a cv fi�ac .hoz Orders ss j ttc t c ar a reeu. these points :,u ccs faces, o sos to face supports 3-i}-i3 spilt 3oad. _S FIX8 5X43X8 5x 411 7x 3X8t 3XP-13_ e K irr 2Af "Sat �2g-6-4 Wfeft 2 suppesTsAPTOF 0vt Ll P=59290 W .50' DESIGN CAM: USC AEF R427-70291 r€in Com` _ -+ ttfYt'�R stlCt7fc°� 7iCIIiDBMI Sl lrn ',�'lLtl'R7H r. �11CStG . 1itiL'a T _ LL - 16.GrOATE _. 03/13190 'v- *�'—.-a -mania rw Astec !7 - �49CT1 Atfit �1C19i�lOtliAf&-t4wi� HEE- - ^..- : IKVB TW -wrccrrs:�WWin' W a". Ajgw.� . :� Dsnc f1JK AWTTSWW- Werr��eeaa--u 1l7tliilC�Y iH[1E7 _� _ __ �Fsoti-..srsreAf�'wM'vrsac i4.w x S acw ':aa � Sam se ' � ac ��. �' ` ._3PSF carr+ a. Mow. +ac s s^Nnw�E x+a�u. _ vis etre! xto �¢teo. ra<vwMe" -'M A.l-=wr na:ssmn w � ssr 1w meant M SAT ax A.25 PITCH 4 . 3 woe[ yrs' nasi . L aea€ta! rias;s[ #E� F e7 s1s�E 6 t�. t- � s ci ._•,,. - asasa sa tti.E �.�=-a rrtsrc ncss�r,mac-.•ua:s+rr:artioa�u,R:nszi�sr SP1i ,as see abQovo tvv �E1�N'"" CY w 3 28717 28YT7 _ T -HTS BWG. PRE TOP CHORD ?f5 FIR -LARCH t2 BOT cmr_IPD 2D€it. FIAT -LARCH 41 WEBS ?X4 FIR-LARCA STANOAAED C;rOAa_CT04 fTE.lar-s Ni.9ST f t- TH =IALUP FN ACCORDANCE RITE RE(julP£rfEHT _ .QF I.C_B.O_ RESUPC i P.'EPORT %2949_ ALL PLATES` r TO BE CENTERED DH THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEF+ WHEN LOCATED 13Y CIRCLE OR DiMENSIL-W. SEE QRAwING 130 FOR "PLATE LOCATIO 3 ON TYPICAL JOINTS-" NOTE_ 2X4 ;93 SEM -FIR; OR BETTER 0ONTINLKA S LATERAL EOMM CHORD BRACING to 72" 14,VA - O.C. P.EOU IRED . ATTACH WITH 2-116d NAILS. P,RAf--lr 3 I5 NOT PERU.IREC IF A RIGID CE!LING IS ATTAr TEE RlfrrTL,"; ffi fYJI ITJ;4 CHORD-BFIAGING MATEi RAL TO! 8E.SVT=PLlE0- AND ATTAC:dEO AT 91J IH Etorz TO A SUITABLE t SUPPORT 8Y EAECTIM COMRACT&� . 5X4 .AREG :FROM .COMPUTER INPUT oms S ratig fSIONsi -4Sua4ITTEo 3Y 7Rui:: TC X -LOC L -R: 0.29 7.66 JA -50 2j, A4 28.71 BC X -LOC L R: 0-29 '9.94 f9_ OS 28.71 S It1�;1. C ✓ CUT WES #-TC_ 1. 4 _ (Ui HOTrOM CHORD CHECKED .FOR 1O PSF LIVE OAD. TSP CHORD SHALT. 8E: LATERALLY BRAC&D NETH 'PROPERLY CMVECTEG PURLINS SPACED .AT A :MAXIMUM L'F 2:4- G.C.. OWIECTOR PLATES CIESIGNED FOP GREEN :LU14SER PER WS TABLE S . 18 . t+F..A. X13 I -B A -C -A . 4 A _=_rk t ti- Bt371e GQiStN7 — —29-0-0 OVER 2 SUPPOSTS R • 11221 fit- 3.5rr' R-tE22f m-M.Pno"'OVED 70 TYP_-ALPINE SEQK-- 79WS FURNISH A COY OF TtiiS OESIGN To EECTIW CONTMC TOR REV��ys�e15_3tt_d��(� e�eSCALE �,� 70 2C�5tiT�}1 L Zr] c. C= r= a<vr7� £ltt►'mEa sFZaC75,. GC itat3.:�E3ffAE EtJ t+l .CAVE T CRIT: -ifi?4 _ _,R 7�'Lx�Cv # IMI�D3331'iI aEE sai Tai aE � Nst A 1M woaett<ra�s :;res� as b /,EA TC LL 16.0 �: DAT 03/OW., 3 MW � M Int f4Xr E W OMS twr Tw016�.s to Caws ;avrF XWW MO �E0ei7fer8wes-sw�► s�q� wiar>, Tw. 117mitt se lchim star sr WE. ,trlw case rw,s a3mm � A=TtML saerta veru C i �J. ' . 'SL 6 tsE 794 � QG"t � K"t"CT"Wotam+203"F iGvWgZD S --1L *CWf 8VAWJ& 77 '�'7s. "Wtmu wommmaC=3� 1!4W4%15E SPCm t teT9we sr s aF atac =#4r_ a, jKmt TCP 4 M stnL 9E uTERrSY Be EDC. (U) 5.�Q 3 Ch -M C Owt Ofty L7li.�TOii Ttl.7i7wr C'S$5.A7 E&t* JWar " u=Nr vrm i2AM--'* .E AWACKM"vom 56Sthb>tiC,tJai?aM.rlrA:. �rQAIS Z1P4::L w t1i oilEi7RL� SitM7 ;1371r►t: VdW OUC= LtLLrl6. CC ASaCimT�:�. _ 3 . �3 � 0/& fir_ 29-0-0 zs-su+t : as7aiw�es enns>. arra Aecto 4s acror aaa .ac rutsi._EAC_ j.�rJTTH�-or- s m -Ni Tha). amma WIN F am fftst�iTL SIAM tE/4la - �+ f�. -. 12 -_G/t. _ aee:e. starF rr.77ftt� wmn aat;0ir7..'E9.rilf 'W6cwtt7a7Ta c e7S7 9c= aa.t7atr7aow SPACING � 24..10' TY=- -�Q�7li`�- y_•_. u t r` . LOg r �R?� � C9DZ� CCS OCCSCZ } %TX.t�la3iC; jla�Zlt i1 to be travi 3 s t3esic be�z aad#srr s3 3g'i a3�ii tf assa'i. i ds ai spaCific 3sx�ti�s:. ��3cu2ar tare is �3Eis�i �ar�.�g �al3attoa ` #c eos tial this tsrsss is Grp 1r- An sails s ..� ied Axe MWIMM vise WAIS - plates aes%d for gree. Iver per MS Table S:IB. !rote_. 214 #a rVr or- better coutimwum laterad bottom mord bra i3e « r 'i�r attsach V/2 16d s31$35. 3?�3X� #5 33�t I�C'Fj a y a rt :ye ii�g, is att�efl diz�tly to �botl= c oid, £rras:ivg sater3a to L+e Ife�C aUt att a both e�S to a suitably =wort -+rtsioc �anizac�tor- S truss eaesf e� i su nt a3 iti aT w `• raEati; load�sf' i } cTiax xs Ogg) tF € t x 3 -aasiII a t ocattlo � recap C=b6cam for 933 C trusted 1eai-- LIM- see' rata3aa� _C=L9ff-i f� naUlW specifications- Ate dam90[V"1026& for t�v tars _ f _ BUTTE OUNN BUILDING ";," TMENTAPPROVED 0 �3�M� sZ�T @F?� �9�lpt?Si i91lI iGf tQ� Sim C043M tv 6,'x}93 TYPE:� 4/9/90 90(099)0268 WARNING. tarsSss X&OL f1E MIC," CSiQT. UBC y IAipL1fC S*G. EZTFFWCAMftFlYdt-'3XaiC7DBeAIM £S�ORRillgd Y�► MillK71i71�EZE OVOIQ cif -Vwl-W OKV440 "wo TC Ll- PSF aweu�s rsr t ago»aws�r 4 s Ca r'SBfMr ern fmcamusso SM sA M wCowcobMax brio. 'Pe Sr. a :s.�rK c .reast�s Down- r lAMQ'c. SlffC%*L VMMVMJ WW=M SEE FSF TC OL: ABM Mlka - mw- OKVAPS" 8ram ulaim A mss' OF ASM M was Ern CHOM SHM K u�waz SA�ICM !C OL: �`S� I i7OMCPi'VOiOMFACESMEM"Jow' rowt KMOM Ine ar1E r fiorx ttfUtf101LES7T�P0wCD vM"- i!UMOri ww AM C;it" TOT. M. OF - C�isillw �lJ� =TAR £ FSM an Ma SFMMCe zoom 00 OIeSJC:fS�'�iAliDls�t7tAGT� II�1?iAEl7dfit��l�fS3i7��iA110M/�IL F Sim C043M tv 6,'x}93 TYPE:� 4/9/90 90(099)0268 5 TH 5 is i s'AF�L C S R T DADS f3Itd N I -c7 TED Y T 6#FR " C2X6 I i -C � _ ' TC X -LOC L -Ft 0.29 29' 6_ X 0 1!,-71 T # _n \ � NESS 2:C4 ��C-�J[.�t_ sTi�3'IR _ � 8G X --LOC L -R: 0..29 6.00 51.E X*WCT09 PLA-TE5 MUST J�E D+iSTRL.LED IN 3iW)GIIANCE iil-x-H SINE Cm WES f -BC -1.3 9[1I S OF I-C_S.4_ --*SFAFIC14 €EPi3€�t- t2949. 3 fid} F*TT0K CHORD ChTiCKED FCR ]Q PSF LIVE VDAD. '� r PLATES ARE Til BE Cel u � TPE J0111T. LUT TCD R�iT oT . TD .8{�T T tlF�. 'EXCEP'T % LI�TE9 SY Gi�E OR DIMENSION 'TO t�-3fOM SHALL BE I-ATFRAL Y BRACED W27H P R Y CONWED s€�c OING, #30 FOR * -:� LOCATIi9W DH "YFItf:AL JORWS L.INS SFAS AT A VAMMUN OF 24' O.G- p - p VX4 #a- HEW -FIS"& MTTER: COWIMM. LA ERAL BGTTD4 COMiECTOP PLATES DESK WO FCR GREEN LUMBER PER NOS � Mt �l IW OYi7-` P"- 3_C- REG#IEE- ATTACK 191-M TABLE "B_ 1S_ IC . iJA3LS- Iib 'IS VT AEGUIEF.33 IF .A ARI.GID CEILIRS fS AITAONTY i?IRE£TL'l Tib JDTT0K GMU. - sucim *ATERIAL -UPPORT CTfl �TIM- 5X4 - = COUMY �y DEPARTIMENr pipp IROVED a('' �' 2X4 i _ 5X4 - f L -12-0-a OVEA 2 SLS 3RTS W- 3 -50- -SIGN �� FrT�arCONTRACTOR �tt�:l5a`�LTTTP_-ALPINE - ml4 sK A COPY OF SIS t�.. s_z f .smsrs: sic T•rasmasaw amuse w.= QESTGNCREI� i�$ AEF Vic- %E II ►I4" a ac =+aa x SIGs n■naa:. arrxm ,rc - r� a araiu►ss«r aworsa+ t u s e - SMJMW vis -sr. s.a�s ism 3C LL 16,0 PSF DATE 99190 CM Z= WW >= W s MUM as aaasa'n9 saes 3w MMSAW AO .Mail wool@= - sR C=- Z=a C WW --c'AlUW %s WW %r lW W. AnWaWn ass mmm: vw I uc t w vow_ Tc CL . 0 PSS M;% V&Va- 9009geA � �' s sre �s swac mw s� a os ads tit rt� 4 �, ar.�n6Esaa�c +ec*as�sasresaaA. s.� a s Naw OWL W €a:nrUTsW� CA BC OL tU) 5.0 FSF CA -Em , s 0t M o SM J� 00 i WIMMW r�Rp AM1040 ar.L.neM ser.as Tt3T . LD , 3� . �3 p$r 0%A LEm.. 'r-0-�0 aoo.r. air asss.a a��. arsse.e+srac awes sans oew ossa aos = st TFAJW misswm r s%v s- cows las �as+rs +sears •c a�� w mrss. w ss swss ol acs. a�eam== f aEsnda. �ss�t tasr�. � � D�,R-Fi1C _ 1- 25 PITCH � .:0/ 12 o �.sr gar - mwmmmL =MIN momrassms no %WW arse SPACING 24.0o TYPE C0$- - M157 228157 #4 Tfil Fr"kG- A'F� SFT � 7T tL E 0 HE ToQ:S�MITTE By TR'ss 14m, ?CP Cha 2X6 =LIEF=#�" � TC X -LOC L -R 0.29 -6..27 !6.00 BOT CHMO 2X4 FIR -LARCH - #I WEBS 2XA FIR–LARCH STAMARD 6C X -L€ C L–R? G.29 8.27 16_00 23.37 > . ~ n _ . £M;ECT{IR F'LkTEs :MLST BE IALl:EIi TR JlCCf3RQ1EtCptlTl-i SINGLE CM �'E8 �=�: 3 -: 2 £FIi3S; �..� - � FEGW REMEEN S OF I . C. B. O. RESEARCH T #2849. ALL PLATES ARE O BE CENTEREDK L30 ON. INT, LEFT TO RIGH7 AND M BOTTOM CMRD CHEC FOR t3 E'SF LI3iE L[�kO. �� � TO' TO GOTTOK EXCEPT LOCATED BY CIRCLE OR DIMEt l . (Al IXA 43 ly�nR �# BETTER CgjR`�Th[�33€3S L��EAA%: G3C� �� SE= [23iAI�RIkS 93u} FOR 'PLATE LOCATIONS TYPICAL .3aIl�kTS. BE EOUALLY SPACED. ATTACH W-TH f2 -ad gbILSy � � .&TERIAL TO BE SUPPLIED AND ATTAMEV 4-V BOTH, E -T0 � p ' TOP C)MAG SHALL BE LATERALLY CED WITH. PROPERLY COMECTEi7 5a3IT�BLE �,�JPP�tT BY �E#g� Rt���. t� M:kLIN SPACED AT A MAXI" OF 24` D_£. � COW*-CTOR PATES DES19CD FOR VEEN :LLMER PEEER r.E: 2X4 #3 HEN -FIR OR SE77ER CONT114U Z LATEPAL BMTU TABU 8 -AS. OiORU BRACING P 72' FAX. O. C_ REGUIRED . ATTACH WITH E co 2-16€! ;VEILS_ BRACING IS NOT REOMM—? IF A: RIGID CEILIRS y IS ATTACHED DIRECTLY TO BOT70M CHOM. BRACING IAA,.TERIAj. TCF BE SMPLIED ANG ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT S'F ERECTION. CONTRACTOR_ - F ` 5X4 J WTTe 3X4 3X4 mumy BUILMNO DEPARTMENr Q APPR 2.5X i -5x4 _ 21 231-5-6 OVER 2 SUPPORTS �22� � 3.St7t" R-�•�� !�+- 3.�' r . OMt't�a3 PLT_ 3P.-1GL¢IfE flr vEQP�-- 87213 F AHiS'st d SPY t� THIS DESIGN TO ERECTI(d CITRACTOR REV 15_2_5 SCALE - 0-25DO f _ '► . $ E as< DESIGN £Rl f: UBC.: E < 2 ---7 I ORTANT Easx,va:eicf snee G a aec a+e roar � a -.e a. lEW:sr�m mp am:m-s"-7w. a.cM sm T C LI. 1 b _ FSF C4E TL 9 � C= rg rs10AMara.�tW� >�sassas ;s r� carTC iii. .1 DAWS �'`9i@68 � a � vAcaso � a0 00K +mcm ims cam � �mwIMa. ULM... awsl asr CAISPACIW BC ;w— (u) 5-a PSF CA -F -M S, oc� w a m rants st vam .nn me %XCWMX VM*V4sea¢ srss�sT oas �c eW r sort UUM s�a.e DOW. sesa�a a� asp arm TL�TLF33O_0 PsF Oil. LEM-e _'�– 3-8 ,.�a �-M wo ssmm mslo, ,ma cm NCO. aEsmM *Us ssef tsar= r ow.FAc— 1.25 PITCH ;�,JD e►9 . YR�s aUt= as—sese�ra as�a. s nrmr se„ 24-o' TYRE -- t 28156 ` J M - T1iIS 17th_ _ P�Ei TOP C� 2)J5 -BOT RD 2X4 :tKR-LAt- 41 PLEBS 2X4 FIR -LARCH STkMARD Ct MMOR ETES WJS7 BE gN57ALLED IW ACCORDANCE WI3H REGMEMENTS OF I_C_B.0- BE -SEARCH REPORT #2943_ ALL PLATES ARE TG BE CENIERED ON THE JOIM. 'LEFT 3f3...RIGHT AND TVP TQ BOTTOK EXCEPT WHEN €.UCATED BY CIMLE O DIMENSION - SEE GRAWIN& 130 FCR "PLATE LOCAUCKS ON TWICAL JOJMTS.' Zi3a CHMO SHALL 6E € ATERALLY 13PACED WITH PROPERLY CDNMCTED PL44-3 tS SPACED AT A MA.XIWX OF 24" G -C. N OTE: 2X4 43 f1E*+IR OR BETTER COWINLOZ LATERAL 8U€T1 CHCRO SPACING P 72- MAX. OX. REWIRED- ATTACH 1411H 2-16d# NAILS. B-9-ACIW IS WELT REWIRED IF A RIGID CEILIW IS ATTACHEU DIREMLY TO MTTOX CHOM_ BPACIWo K,TERIAL TO BE S00FLIEO AND AT7fACHEis Al BOT9 Ehl)S TO A ISMITABLE SWPORT BY ERECTION CONTRACTOR. 5x& FEW Oc"AiTER ifalM MaNa � c E Y Tpm 'wn- TC X -LOC L—k V-209 13.27" 16-00 23.73 31.71 � SC It -LOC L•-FZ 0.29 3.27 16.00 2.3.73 31-7I „ L SINSLE CUT ,W -B I 3 ;Esq: 1.5 4 (M BOTTOM C14ORD CHECKED FOR 30 PS.F LIVE LOAD- (A) OAD (A) lU #3 1iB -FIR OR BETTER MITIS LATERAL ORAUMS TG � BE EviALLr spAmo. ATTACH WITH (23-:8d MILS...._'-OWIMM -0 MATMAL TO BE SLVPL'IED AND A77ACHE€i AT BOTH , 10 .A - 0 SUITABLE SUPPORT -BY EPEC TI CAX4TRACT`OR. � a Iva 1;4NNECTCR PLATES DESIC-WD FM GREEN t6ME,-;MR � TABLE '8.IB - Bu`rTjt`c' ✓ ME 32—i#~#3 iii SfiJPPuc�RRR R -j2 d id-� 3 AP -12300 'W 3. VtT. TYP.-ALPIM: SEON-- 87216 Fs R41SY A COPY DF. -THIS DESIGN TO ERECTION CONTRACTOR REY 15.2.5 ?E*A' f PORTA ,k 4T** ; im � WARM -1 NG ��� � � DESIG" CRIT UB( .gin m A.. aa*saasae `rant s�s.dK �a-W a oglp Hca TC -LL r o �i Dazs was m" ma Boer aw 7s ORMW Ibc Tom I cloo mw a s .16-01 e o +eE 7rrYav ssra�v n W. ►uE -. ssa ops air. - TC TSL. 15.0 t� a� p p p. i�L� L 9 A3 AM SEWACNAM p@! s V=K %iL%MnV �. 0:MMW =UK MTJM 117 OF JM 3A$ ±� ,dl tom n� wwwesWns_ VMAM MOK 1U EMS OWL l @ MGM CA j� qg B. DL '1!J?' 5-0 1 i.l O o S mfty ccw= 7i 70 mm Ism S' zxm amm A UWAW s+sr. cto"w a+� a - wart ereta� c*eaw �rwwa an=" rum"m s *-Iw ai�7s aMt4woul wmm"Mm c s 47M sq*l7Ls 4Y7� t~i�Dt7 �E �;acm nut MM cra-M s a cus aa: a1at aR scow. ata wr UK Lac �� �� itg i. Loi . 36.01 0 o v o o a � am � aae.. �aR a� "w a Loose. DA -FAC- _ t��J - SPAMWO 24.0' +-w3 , tae7t jet1�7>?t tis w72$�ar �era+�zuuae sw �a®c�rnawei�aai ;GALE — 0_2500 F 8427---768 ,TE 04/09/90 mr, ckom27 -9ooggm. ENS MS _05 A 'LEM_ 32-0-0 -r/7. m ■ BIiT MWS 2X4` FIR-ILAAM STS MiMEMIDML, F "ING IS NOT 3HE REWON;SI€M17Y OF THE `fF�fa�s DESIGHM, PLATE.MMXACTUREk , NOR IRM FABRICATOR_ PERS CIING 7RMSE5 ARE CAUTIONED TO SEEK AMCEE BY LWAL MOFESSICKAL E11EI WSARMW CONVENTIONAL FR34MM_ fI RIP IB3 TO: SUPPORT : 3-13004 JACKS iGTH NO WEA'.. r. CONECT€]R Pr_iT�S BE IttgTALLED IN ACCORDANCE Wlr- T ma'INimEtwiTS € F 2-C_c a- FES REPOT #2949._ ALL PLATES AM TAT at CEKnMED ON THE tVINT„ LEFT TO RISA T AND T�opc 3p BQTTWr E�xCE�P�T W EX £WA -TED BY 'CIPj�!'ji''.)E CR DIMENSION, SEE .[�ill;M 'PLATE L TIONS GM 7yPICA". sa V-'. s TUX -LUG L FE 0.29 2.97 9.03 13.71 0 MK -Lim L -,;t I.29 3-33 i3. E7 11.71' - ` C USE rn- "THIS DESIGH FOR CohWN HIP TSS C -2A' U_C- EXIM Tim X CHOM TO NIP RAFTER AND SLIVMT EVERY FMR FEET _ LATERALLY b -BRACE FLAT TOP CH= SETH 2X*- 43 #2 BETTER HEM -FIR @24' C3_£. �` WITH 2-15D i AILS AMU 2XJ DIAUVRAL BRACE PER BWT-75 FIGME M) SUPPORT FTZP RAFTER WITH CRIPPLE 'EMERY TWO -MUSSES I.EE'} . (D SINGLE CUT WEB f-:2 Ei�'-15 I..3 _ - 0 TCP CMRU SMALL BE LATERALLY BRAC W17U PROPcMi CONNECTED � '- PMLINS SPACED A7 A MAXIMM OF 24' 0. C. CONNECTOR f"-A7ES VE5394Ei3 FOR 'SW -=N LtMSER PER NDS Cd 2X4 #3 'HEM-FIR09 BETTER if#MtdUGUS LATERAL BU' -{Citi. CHMG BRACING, 9 72' MAX- DX_ REWIPEf?_ ATTACM WITH � - 2`38&; MAILS- BRACM IS NOT REGWPEU IF A 8163-0 %EILIM IS A77ACHM 'DIRECTLY TC WTTUM.CHWD. BRACING MATERIAL TD BE SUMLIED AND A7TACHM AT BOTH EMS TO .A SUITABLE ABLE *)PPCRT BY ERECTION Cf-Ws:RACTOR. fM_ 1 -0-0 OVER 2 SUPPORTS— ? RTSIt•:719i; LMNTRACIOR REV 15.2i_{5 It-719f; W ZLW' DESIC-N CRIT: UBC 3t s TUX -LUG L FE 0.29 2.97 9.03 13.71 0 MK -Lim L -,;t I.29 3-33 i3. E7 11.71' - ` C USE rn- "THIS DESIGH FOR CohWN HIP TSS C -2A' U_C- EXIM Tim X CHOM TO NIP RAFTER AND SLIVMT EVERY FMR FEET _ LATERALLY b -BRACE FLAT TOP CH= SETH 2X*- 43 #2 BETTER HEM -FIR @24' C3_£. �` WITH 2-15D i AILS AMU 2XJ DIAUVRAL BRACE PER BWT-75 FIGME M) SUPPORT FTZP RAFTER WITH CRIPPLE 'EMERY TWO -MUSSES I.EE'} . (D SINGLE CUT WEB f-:2 Ei�'-15 I..3 _ - 0 TCP CMRU SMALL BE LATERALLY BRAC W17U PROPcMi CONNECTED � '- PMLINS SPACED A7 A MAXIMM OF 24' 0. C. CONNECTOR f"-A7ES VE5394Ei3 FOR 'SW -=N LtMSER PER NDS Cd 2X4 #3 'HEM-FIR09 BETTER if#MtdUGUS LATERAL BU' -{Citi. CHMG BRACING, 9 72' MAX- DX_ REWIPEf?_ ATTACM WITH � - 2`38&; MAILS- BRACM IS NOT REGWPEU IF A 8163-0 %EILIM IS A77ACHM 'DIRECTLY TC WTTUM.CHWD. BRACING MATERIAL TD BE SUMLIED AND A7TACHM AT BOTH EMS TO .A SUITABLE ABLE *)PPCRT BY ERECTION Cf-Ws:RACTOR. fM_ 1 -0-0 OVER 2 SUPPORTS— ? RTSIt•:719i; LMNTRACIOR REV 15.2i_{5 It-719f; W ZLW' DESIC-N CRIT: UBC PLY_ TYPI--ALPINE SSUX-- 87213 FuRNIsH A t{BPY of This DEs:jEN TQ: ERcGTiON 16.0 PS Tc OL 15.0 Ps CA -l4 i ** sem. so 9[ nowpummunum ria za notj r vacriw crs. � cs' Witt' POW �r �rmasms =Am �iw s.�:.Aw -a.r � ; mmm • '. . L c= cmr mom-o:aw� �. .��is�sc ae. �mm m: Til�+a�l-:. �: cam_ �: � -.rssr s�wr.a� Arc ;rs: une piss a� see ,.r ,..r. as z+..c aawnsas< ss sss � "Li•sem[ s "' sssac t m #r A" SAM 4am A. �l 'M Ow® W LL s= Loamss oMM I FMMST � AM user sa - powso-ro�r.xs wE c' iaeot os�o ssw �+®e Qsae star atgs aenss ae ss om S lAos �t sAi[ um./RTod" s�p�isi �s l 9fsf !i' '�. s! sitsr•siTliRi�am .rs r� _ *—a: � C� aca. � am r•A mnew vmm l h _ wa'—�s+ts� ase esu— aas�+: a� sa�cs►.�.rm�s �e. �s �rr�-.,ns LEN #? J. - pV688f l% S94*7 L . -1 i TTyy i_ riPS r LMNTRACIOR REV 15.2i_{5 DESIC-N CRIT: UBC TC 1_L 16.0 PS Tc OL 15.0 Ps CA SC DL - Ps TOT -M 36.0 P5 "pill mm_FAc_ 1.25, SETBACK 3 19. LEN #? J. - pV688f l% S94*7 L . -1 i TTyy i_ riPS r < 28JA7 THI _`PR FPIYA- �_: R Mk IUT I �i S 9ITT�B BY T 5 N r't - 148 2aJA6 -J 7f THIS i3Iw5. "'� FWQ Q J7 � LWFW (LOADS � D M hGI-4S1 9LEXIT;E�: BY T�;- Z- ilk. R3t'��fs.'� -7iap F, ti m- Li =IFS_` _ � - TC X -LCC 'L -FC tl_29 �..7! tJ TOP G 3 2XI5 FIR-€ ARCEL- 12 Tc X-i,Ch. L-? 0_G 13<S? Ifl..$ G_'O(} 2I._5 7. 3 31-71 Bit g C� 2X5 VVIR G3�' - �2 - 3 BOT RD 2X$ f:2R--LARC;-1 91 NESS 2X4 FIR- 'STANDARD BC X L(X L -Fc P_29 5.71 , c WEBS 2X4 FIR-LAFiDi- aTAWD BC X -L C$-- L -T-< 0-29 5.33 16-.46 16 -OD 21_54 26_x.? 33..73 C 135E ...tet E DESIGN FOR OikE-P:�.Y LDS DiIF iRi3SSE.. €f �'0_C. c-XTENf - CE€:T M)S'i fIL INSTAL LEB iC€Ii`�i3WITH SItfGLE SES -2' ENVS-- 3 g T R I P T r r ,r- �. REi�RB4EMS-VF I`.0-iRX . NESE CT SIE 02934_. , C20RD C HI RAFTER -AM SSR E 7 FOLK A-EET- LATERALLY 2 COMPL r 3"c � ROSSE� REWIRED - THIS GIF R` RAS BEEN DES?GNED 70 SWPORTi: . t�3 � BRACE FLAT TOP CHC 0, MIT14 2X4 43 OP BETTER HE -4- IR @2+�` �i-C_ rA i �T Tz _` ALL i P JRL p1STK � , X J _TL TLE R �, y T ��i l~3�..i_S hr.L PLAN ARE TO $E ESD ON'TW JBI�FF.. LES 33 RIGHT } FRiIl�+t' SIDE—12' �i � S iS3�i T� T� $� � _ F,c, I�iLS. AND 2.. QIhGL FRAC PER Bi��f- o F3GitE3E 5 EBI Toq:_rw. 70P 7oZT09. EXCEPT'- iEHEN LOCATED BY CIRCLE 09 f3IEEi+%s3t3H_ OPPOSITE SIDE-- 0SPAR FRAHIM TO THE CIBC SUPPORT MITCR3PEcfERYTQ TR6wtss .._. - AWING 130 FOR 'PLA-PLALDCA•TION EN TYP3�L .3DINTS�` GTvIli6 A TC 'LOAD OF 6 PLF A BC LOAD OF 385 PLS '- � DR `13N* 71"L FRt4MI3fS IS taD? Ti i€ AE'S3pI+ ITG ° Uf T 7RLg5 NOTE:(1 1!2'l Fi kTT rli _, CI .. 19OLT RAY $E SUBSTITUTED �€: UR PLAFE-1; DESZE E3 FOR GREEN LL�IBER ENOS TOP CROM SML. BE LATEPALLY $�i�B .. H PROPERLY CII £TEO n'E S1,5NER, PLATE MA_NUFAC•ILX;ER. NOR T FABRICATOR- �ER�i�iS F'� e : '. c• (2},5i3 A1..x.Sr, Ea rt3 T€ Qly tTI'DI� HT ID El?E£T1[�iG TRUSSES �tAE £�IL.rTit3tlE�J TG AIIVI€ B LOCAL T CITQR33 i SA~di5 x£37 Tib L�EF38' .C' :B TABLE .S . PURLINS SPACED AT �l 3+ihXT&+iL'id OF 24' C_C. €� . _ PRZFESSIOML ENGINEER .EGAi;OINGi COW&EWIONA.L FA.ANIfC- � a for I2-� � .at 2V' 0-C_ t NOTE. 2X4 43 HEM -FIR CR BETTER it3E� LATERAL BOTTOM � - �� eez _ - R WITH � - T 41 �"P I3ESID TO SL>�'=..;�tT �- bGtt'�a ZZ SiN9--M =4- , catalog c Ftt�=3 CMRU CIMS 9 72 W4X. O.C_ REOMRED. A�TAC I COO COR PLATES MUST V-NSTALLED IN 3!CC€ MA�-E WITH ., _., Vi for ra g s�secifi a s. 2-3 i iiA3I=S_ BRACING IS iUiiT i REED IF A RTGIi3 CEILING RE#UIREWN OF i _C.B. d_ PESE. Ii AT 2343_ SINGLE VIT WEB 1-2 E i. -Z _= :. IS ATTACHED DIRECTLY TO BOTTOM CHURD- BRAMS MATERIAL - -_ _ TU RE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE = ALL. FLA -!E --r ARE TBE E CENTERED MTFE JOltW. LEFT TO Ri%i AND �151i$EA s-14' AT 'M:j pA'c • S IRPPORI BY ERECTIONC4 TCFiAC"€IIR. ' TCP 10 BOTTOM. EXCEPT TdI4EN LOCATEDBY CIRCLE OR DIi4FNSI€#.'d SFE BRAKING 330 FOR `PLATE LOCA. -IONS ON TYPICAL J01.14TS_' 1X4 f-3 H -H =IR OR BE"TITURCG471 i -S LATERAL BRtCjNG T BE EguALi_Y SpA-rr: , - A -mc!? S4I'm 42) -83 NAILS- . BW1, 149 TO CiXPs SHALL - BE LATERALLY BRACM NITH MOPERLY C C-70 MATERIAL TO :SUPFLIE _ ITACHE€i -AT TL# A PURLINS SPACED A:= A MXX-JtAU4 OF 24` G -C- SL11TAPPLE 'g T 5't 'ERE -€ICDA rmTnACTm.- f ax3-xi SGf 102&B -far additl noldT couNTY Exc-4 es_ . zt S DI A 3XIG 4 �. `� �X 3-6-sAPPROVES a -- I �} f / y 6-00Y x� � i rr X i .S dlMCL CD0"s (.4-CouNlY T IMM nj 5•• 12 _ OYER t�P S favi 4L.3- -77,32-.0-6r '¢ l r j4rE - --�-- -OVER .2 _SLTPP,7 tTs ) it 7&7f 1% 3> R• K 3.50 �F �sst� R-� x� 3.511 l� -ALPINE 1•r B xS F°vZS€ �COPY i THIS DE5T6t sB E �Z QN LQiTAGTUR RLr. s�. ALP$� SEGN-- S7c17 �LFNISiI A r.PY.rc�GAY1 .c SCALE a0.3?5iPL-T KIS OF -SIGN, TO _i -1:711:N —C''3 AV�5_�. � ssstr sari secas.aisaa�c ="m x:c sst•76 - P -gyp 1 s tic ea.E ^ DESIGN CRIT_ UBS EE PA27 16'368 : G? [= C3 i� '�F ; t �t c iEI4 I FQ sem. 9I 6 aw �a,c: M="K, 7�IHHCiP7i 1T E si ems, SICK �RIT. v�.r FEF 1---- - A : - =7- C+. _?.. O.... i'�aSat]it. sTRiF ]age 37R�7QTllK B6. ales Y� L'E. i�i:+� FS�F OA1L: {}�,�()���i? aimzra�r �wca,ac.aa��.-x�,�r.��ms L 6-0:� , ,>-�r c -r - ' cz r�r a�es:�n aE �s nasir sr Isar w� �ie� 7a ts�.,� +�r,~.ar w .. na .' . _ , _ �; a � r� �ws sEsar. � �.rs r�si-rc� -+a leas �,r rir caeo�e;ua,r a�. aT rY_ �y t c1 rnC are'w o�sti rr tom. � �;� ;ss �+rrc+�r- arsiF c�o� sac est nn aaaonraw.e. Cyt: tee- 'LC E3'L, �� , �} PSF i3%fFi %#.J�4Ji ''y4�349025 ca r� �� _ . �s;c aaio .-. O kt— a s>wsycnsFa •+�. ao c+cac bI MG ' 2 rs rarss+� rss w�+.,eaa asp ,ews+�++�c cs c� �s+�essea ro.r sass etc VRAM - o- L` I� cors< W r- _II PSG exeE+Rrat egroc +F . L o Am awe .� a, ao.c xs 0raas � `� ts�tic s� Esc aux a4 A '� vw � NW E tArawLT *ORD CA BC � RSF CArC o A sc CL 15 _ � P _ A�� C Sr CE 7 t �sf fe�L 3s t+ar.AOs�s F. +elf, [ i�1.T sruvw �[�l� �s _ .►� a�ea ws� s sa s sr� z�4 t�oo��E wm resn�Y m o t= c Cs _ +�rsr s� a�oar.aasesa 7f17 -LII. 3�.[1 ASF Rett. €i �, ,s+r�s �aersY a- �es� �trdc ►=s� s�sr f��we a��a ss'w � �_,� scs�ts� aFsao•� �a� .� s s�+wrt �ats� _;r�a� own. aw-v� T I ..: �: �i ,cs .._ -_ _ _, �� �� as v �e�r €3 . L ©_ - 3E� � � ��"- t2f?� ,LE?t_ 32��;•- _ ' .: R' W Nil° , _ _ _ i aC DO. f k9TeF ,�M[ . _ _ _ --. _ _ _ . _ asp ansa■• �s�c �c sres�s ss gstw =Off � nmrs _.,,, _ soar s�atava sc D. ; , . - , ... � � �r�.F�C. i _25 �IT�� �. Lil i�tt= .. _ _ ,_ � �..., �►� � �. L - Am ats � mm_ � ao� naa *m rc;E,. i +yoea. $M. 1sOk we �0 4 , - MIR FAC � 5 � vou�r asst. sr�r 3s>�. _ � � v a. cs. mor as�c s7E etre�x, >t�G+t� Lam_ ._ ,:. _ e 4 sR�s�eaocs�ra0es a $ GI '� E E3Ci+1E T 1'PE -. ,�9Tc� r was w ty[ rs - rrrtee.e ar�a3ema. mares 15F -T_3: T�CIPS _ - (a) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAME N WALL S, BETWEE SOLEPLATES ANU F40ORS, AND BETWEEN EXTERIOR WALL PANELSt 1po'. 101, ik 04 (b) OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES-�-- N WALLS, CEILINGS AND FLOOkSi (a) OPENINGS IN THE ATTIC FLOOR (SUCH AS WHERE CEILING PANELS MEET INTERIOR AND EXTERXOR WA�,�$ AND MASONRY FIREPLACES4 AND Ise (d) ALL OTHER, SUCH OPENINGS IN THE BUi,,LDING ENVELOPE. ell N (3) MANUFACTURED ODORS AND WINDOWS SHALL BE CERTIFIED AND LABELED INDICATING .0. THAT THEY MEET THE APPROPRIATE STANDARDS LISTED IN TABLE 2-53S. DRIVE WAY (4) 'JlFAN OR OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHAL4 BE PROVIDEOWITH BACKDRAFT DAMPERS OR AUTOMATIC DAMPERS TO 0 PREVENT LEAKAGEO (5) MASONRY ANDFACTORY-BUILT PIREPLAC ES SHALL HAVE THE FOLLOWIN& N (a) TIGHT FITTING, CLOSEABLE, METAL OR GLASS DOORS COVERING THE ENTIRE, -9F THE FIREBOX (THIS REQUIREMENT MAY BE OMITT IF SUCH DOORS OPENING,, WOULD INTERFERE WITH DEVICES PERMANENTLY INSTALLED IN THE FIREPLACE WHICH ARE DESIGNED TO INCREASE THE CIRrULATION OF HEATh,, I-) A COMBUSTION AIR INTAKE TO DRAW AIR FROM THE 'OUTSIDE OF THE BUILDING DIRECTLY INTO THE FIREBOX, WHICH IS AT LEAST SIX SQUARE XNCHES IN AREA HT FITTING AND IS EQUIPPED WITH A READILY ACCESSABLE. OPERABLE, AND TIG R=20.001 DAMPER, AND ;a) TIGHT FITTING FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. (8) LIGHTING. 1-p e PROVIDE 25 LUMENS PER WATT :IN KITCHEN AND BATH. v RECESSED INCANDESCENT FIXTURES $HALL BE TYP� IC AND COVERED WITH INSULATION 11111101. 01 10 01 10 04 (C)' SPACE CONDITIONING EQUIPMENT. A so*ackof 5 ft. f rorn the' SIZEP t CK (1). EGUPMFNf 10, 6 prope,,-ty It ips and a s) �A 'of 'Soft, f rol'in ille roa� ,,THE SIZE OF THE HEA17NO AND COOLING EQUIPMENT SHALL BE SUBJECT TO THE centerline.sb84,be clear 6f APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. structu-es or equiprnent eXcePi for -a, 2 tv"eave 0,46rhahg. IF, 12) SETBACK THERMOSTATS. THERMOSTATICALLY QONTROLL50 HEATING SYSTEMS SHALL HAVE AN AUTOMATIC 01 THERMOSTAT WITH A CLOCK MECHANISM WHICH Tk BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS 10 FOR AT LEAST 2' PFRIODS WITHIN 24 HOURS. .10 10 (3) TWO STAGE T.4 ERMOSTATS HEAT PUMPS 8 ALL BE INSTALLEDWITH A TWO STAGEROOM THERMOSTA WHICH CONTROLS THE SUPPLEMENTARY HEAT�ON ITS SECOND STAGEs (0) WATER SYSTEMS. PIS Gc*d It d - � -dd Of q406f, *Omcai (1) STORAGE TYPE WATER HEATERS A� MRAGE AND BACKUP TANKS. FOR SOLAR WATER Ing'. plunll�i 01 C�two HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION ,HAVIN 9 AN INSTALLED THERMAL RESISTANCE Or, R-12 OR GREATER. MUST This "t v,,f am a" spe'r-1 - 6 UNCONDITIONED SPACE LEADINe TO ANDFROM WATER HEATERS SHALL 'It oil imlowulo (2) PIP,1N -RMAL ReSISTANC5 OF R-3 OR GREATER kopf *me withoo 13E INSULATED WITH AN XNSTALLC THC w, �%644* or slieratilgot on 0 of puba HE FIVE FEET OF PIPE CLOSEST TO THE WATER HEATER, OR WHATEVER �t, onts,$g4ft from the D6p*rfMnf FOR T Oft �SHORTER LENGTH IS IN UNCONDITIONED SPACE. W oig, SITE PLAN A (3) THE MAXIMUM FLOW OF ALL SHOWEAHEADS, LAVATORY FAUCETS AND SINK FAUCETS SHALL NOT EXCEED 2�75 GPM. EACH 0 R (E) INTERMITTENT IGNITION DEVICES. AWING SYMBOLS, MATER, IAL LE( *4 Ej -ND, DRAWING INDEX 'AC WrECTURAL DR DE SIGN CRITIE IA EXCEPT FOR THOS5 DESIGNED TO BURN ONLY LIQUIFIED PETROLEUM r7ASES, ALL -44EAT RS, 0 804TRED FAN TYPE CENTRAL PURNACES OR WALL E C OKING APPLIANCES SECTION INDICATOR[�,LETTER 13ATT INSULATION DRAWING DRAWfNG DESCRIPTION AND DRYERS Shu.L BE EQUIPPED WITH'INTEA4TENT IN TION DEVICES. INCMCATES SHEET OCATION-WHEHE'SHOWN GOVERNING CODES. RIGID INSULATION (P) INSULATIONo SECTION SECTION INDICATOR WHERE SHOWN UNIFORM BUILDING CODE W�w G— 11 GENERAL DATA &SITE"IPLAN 1.10 loo GR' AV5L, FLOOR A-19 UNIFORM PLUMBING C005 (J2815) FLOOR PLAN DETAIL XNDICATOA ON ORAWINO WHER5�TAKEN NATIONAL ELECTRICAL CODE (1987) CONCRETE S 0 WALL INDICATES,,WHERE DETAIL H WN cl A-2 EXTERIOR ELEVATIONS TP LOADS: ALL INSULATION SHALL AND LA85LED AS COMPLYING WITH THE DRAWN BY; D* OM BRICK 05TAIL DETAIL INDICATOR ON SH58T WH8A5 SHOWN DEAD LOAD ACTUAL A-3 INTEkl.�IR ELEVATIONS CALIFORNIA ENERGY COMMISSION STANDA008 FOR XNSULATMMATEPIALSO. TAKEN FROM r< CHECKE0,13Y; V h SESSA INDICATES WHERE 05TAIL WIND LOAD,*-7eHPHo 5XP C ROUGH LUMBER FOUNDATION PLAN DATE,DRAWN: 3/s/90 ID 7, POOP LIVE LOAD 20 PSF LUMBER L OR SkCTION TAKEN AND SHOWN ON SAME ORWO FINISH FLOOR FRAMING PLAN "Q, FLOOR LXV5 LOAD *40 PSF` OUTM 0()UNV SNOW LOAD�wNONE 5ARTH ROOF FRAMING PLAN E It L8VA ' b14- NUMBER ON DeTAIL sHEET SEISMIC ZONe *ixx MENT JOB Numew: 101601-00-01 PLANS E 'A SHEET LEVAtION CALLOUt ON GYP'8OAR0 OR PLASTLR Is 4, :CROSS -SECTION INDICATES' WHt- ELEVATION 1S SHOWN AP 'D, Pjq0VFo QUARRY OR C5RAMXC TIL5 ELECTRICAL PLAN '12 (By 0 T N .A,,,C* PLAN HERS) M H.V 'A OLSS AND $LOPS.S "/4 ICAT15S, NOF44 ON PLANS ['No d- . .. .... 41!0 'o - — Aw, kq --- -, 1W I 4 " '4 , , I I - I 4 mi NA, 'A,, 4 A 0 STEPS TO ,GRADE AS REQUIRED, 01 8" MAX, RISE 9" MIN. TREAD PATIOs Sla►61 ON GRADE I , : 266o s 26f100 SH 2-2650 -SH V, 60,80 ATRIUM DOORSPATIO SOLIDS .` -1" FROM - !N . , �.____ �' _ NOOK tg - k`°IT�gS . , BAWL - `P 10' CEILINGclq .. CE C3 �s AC SS TILE ¢ ' �► r o -' s O C' RENCE FIRE LAC ZP � ..., ER LEA ,o f t l" ''`LY? B W ti' N_ .. m AKEs . r.� a DIMENSIJNS DEPEND CSN iu "®%'71119 1tVV:SE S cv 3 a MODrvL,H� �, rA W 2-2640 SH NTHE UWNER S1wLECTi-D MODEL. �.808t? ATRIUM DOORS +1�� "''�''4�tiT'IrR �+� �?,�. '�1C .. RAISED HEARTH lk , a' a L _ ^ 9 CONCRETE PAD 1"01; 0 ....._. t I � E E ,�.:� t/ a L"1"" c-�-r-" 1 O C1 , I o I i 11` CEILINfI f 0 D/W I �, 2 TWO H,V,A,C, UNITS,.-- ' �/Ci*a 9 6 l0t' NnLtc»Nr1 eQLti f� CARPET 1 v M�, >t N� STRUCTURAL SUPPORT > . 15, `loin ttlI Ty . i FOP.. FLOOR. ABOVE a M A A C 4x4 MINIMUM 1 i 1 DOWN 12 - DOUBLE MICROLAM _ = t .XABOVE.,x KITCHENR WA►L�, .. o rn BEAM IN FLOOR f 2�8 EXTERIOR t I 10' CEILING �=--i a °u7 SEE SHEET S-�28 ----.--- -'' N � , W i � 2x4 INTERIOR WALLS Ell �, DINING � T,�E ., f1' ; ! s SLOPE GARAGE SLAB I 10' CEILING ! �" 2''-3 ,112" W-4 1/2" _11" x � ... --, �, �_�� ____ Q t TO MAIN DOOR. � o IrI A o � CARPET I b • R�-3 INSULATION � 4x6 POST, ` FINISH END UNb C` �r 0:C lF< ibFt C i L -L- THIS WALL, _ ► PANEL, n, �CSiS"C{V t1s''i itt *JIAJ �a ';'-a 1/zM 32x60 'I`ILaITY ; : RazE WATER HEATER _ <C 9(w, l 18 A13OVE FLOOR TuetsHWR , CEILING 1 SOLID CORNER;, '' U 21x24 SINK ° .MAKES o VII4YL 2,. MODE q OVEN ":, � .. �+ TILE e V - M 1 _, , SOLID _ 1 D v STUDS 1 .►» j *. URN F OOR STEP .. - t AS ( K .� IT O G' $" PGT w: BATH #31 $a ' �i� .t STORAGE 'u�' ►; I t, A) AIDE 1IATF C�"J"P+e�4LI" N � _ B CEILING ,,J i 1 T vs BELOW n.. TURN F T AIR FOR HEAT �� �R -- STAIRS 0 o Ab N I A3 F r ll Il` �Pk'C"C/a Fart 1-i Ctv+ SHELVES I ! J +�'11►'�1;. __ ... ,� MAKE.,,, Aq 2468 21r 68 t _ MODEL rte` M sn x 4x6 2x6 WALL liAUW ,.Y 10' CEILING 4x6 POSTS COLD ATR RE TILE - '; j SELF CLOSING , m LIVING ROOM y: _ 2613B �' 50Lip CORE ' "pj&We 'IId filthm 1;a. SLOPE GARAGE SLAB ...»....' a 10 Ws CEILING i 9 1 Ii a j *.':� ` TO M'AI'N DOOR., MAXIMUM RIStr B t LARPEr MINIMUM TREAD 11 �._ UP 17R di n c9me ns t'5 tf 24 r t MAKE:- SEE DETAIL ► r It are;&* d " �t � 'it1O.",'s.L SHEET AIA � � . } , � � s FOYER ) t y o x u( EYEBROW OPEN ABOVE �V" ui ARCHWAY TILE, `• DOWN 6" ' CEILING, URO CLEARENCE.FIREPLACE DIMENSIGNS DEPEND ON CARPET THE OWNER SELECTED MODEL. J USE 5/13" TYPE '"�(" GYP BOARD BETWEEN GARAGE & DWELLING TO PROVILIe 1hr FIRE RATING. .. 1860 FX 3080 t� 3080 1680 FX � TRANSOM WINDOWS ABOVE SIDE LITES � 265 SH 265J SH 265 SH 26 5H �' AVE S10�,�� AND DOORS. _ , 1 44� At 3010 SH 3060 SH 306SH 3 SH s' { PATIO, 6 • FF 1 FROM UNIT PRECAST PILLARS NXTH SxS -- O No 1 P69t ,INSIDE. STEPS TO GRADE .-, _. AS REQUIRED 8" MAX, RISE; ., D" MIN: TREAD 2 9" '..: 2 5 3 0 21-901, .�..."-30 �..� ti a 4� LI .•f O 1 . r m 1 y— _ � (.� 1.N_ .Cr' .1.1� vl.,rll �, ,C 2, , r ,r. J , Wi- : , 1 SHM ri09PAR Mr -,w �1! il. "AP '. ,. , + :•.. ,SEI. rp I t, �: ,. ,•. is ,:. I ,. _ :, '...,: 1 i " (r :� ,..1 ,.. V r a- y (.w . - _ , ,R+) ♦ i NO L s ,ti • . r , . :, r a , I , , 1 , :L12, , W � 1 \ �, fG Alr�+. ? W rl ;i w c3 „ [DOWN 1?WG J vies r 1 ,p w _ : WFC: • c �l .'., N. () ,. \ ... : 1. �✓ t). _.% _ :: p. ,,_' \ ., - �,, „ .. ,�� ,5r� ? W rl ;i w c3 „ [DOWN 1?WG J vies LEFT ELEVATION 0. T6 `� w lz ca sIL 0 '� w o for Z z0 & 'try tsl O yam.. 8 O 47 z ! jl W 'nN U 8 is f �► f C C\! N Cl tY� L Q00 i Q • Z k-4 �* qk a +C.. 0Cyq 0 Li if ul n LJ o co Ln a� 0 0 0 cy- 1 0 LLI V) DRAWN sY: DWO VAS CHECKED 8Y: V A SESSA DATE Di7:AM 3/7/00 SDALEt MOTEO f f jog NUMSCA: 1 -80-01 1 COUNV LV I � §WEE 5 OF 1 j ti w 0. T6 `� w lz ca sIL 0 '� w o for Z z0 & 'try tsl O yam.. 8 O 47 z ! jl W 'nN U 8 is f �► f C C\! N Cl tY� L Q00 i Q • Z k-4 �* qk a +C.. 0Cyq 0 Li if ul n LJ o co Ln a� 0 0 0 cy- 1 0 LLI V) DRAWN sY: DWO VAS CHECKED 8Y: V A SESSA DATE Di7:AM 3/7/00 SDALEt MOTEO f f jog NUMSCA: 1 -80-01 1 COUNV LV I � §WEE 5 OF 1 w i fr cl:, 0. T6 `� w lz ca sIL 0 '� w o for Z z0 & 'try tsl O yam.. 8 O 47 z ! jl W 'nN U 8 is f �► f C C\! N Cl tY� L Q00 i Q • Z k-4 �* qk a +C.. 0Cyq 0 Li if ul n LJ o co Ln a� 0 0 0 cy- 1 0 LLI V) DRAWN sY: DWO VAS CHECKED 8Y: V A SESSA DATE Di7:AM 3/7/00 SDALEt MOTEO f f jog NUMSCA: 1 -80-01 1 COUNV LV I � §WEE 5 OF 1 TILE COUNTER TOPS. TYPICAL THROUGHOUT. sr_orr Q -Mu ) 0 0 ' ANGLED `ACE /f �r d� a t 1r-0" y. m TILE COUNTER TOPS. TYPICAL THROUGHOUT. sr_orr Q -Mu ) 0 0 ' ANGLED `ACE /f �r d� a t 1r-0" m e cn N R.+7 3r-01► TILE COUNTER TOPS. TYPICAL THROUGHOUT. sr_orr Q -Mu Ell ' ANGLED `ACE 1r..0►r �r..�rr 1r-0" rJr,.t�rr f OPEN BELOW r��rr �r-Sv► 3r,,,Qrr l yr FILL r o SEE 0-2 FOR Til SIZE t, 24 PTDF ',-ILL r SEE S-2 FOR TJI SPECS A SPACING)' OFA Jam„; 1/2" Ja-COLTS 4' U.C. :r_ SEE TJZ MANUAL FOR 1!'2" J-BgLTG h° D.C. _ II -° BLOCKING REQUIREMENTS CRAWL SPACE M DRAWL SPACE H 019 I: = 0 = jEF I DO NOT SCALE FTELD DIMENSIONS TAKE PRECEDENCE. -- #14 BARS TOP A #4 BARS TOP 3 8 rr BOTTOM, CONTINUOUS 130'BOTTOM, CONTINUOUG 1 ,...._ __--.. 6" +► 16'+ $"` 9r-pn�-gn 6"1'^E1<' 16 r14.1 - W - - - - i - - - - - W --1 - - - - - - Y - - - - - - - - - - OOTING DETAIL — STANDARD STEM 2 TWO STORY —INTERIOR GEARING 1 f 1 S� 1/2►,Q1a,..(2re I I SCALE: 1/2"01'x-0" N CALEB ' STEPS TO GRADE AS REQUIRED f I f 4" CONCRETE SOG i . t s/r"'PLYWOOD 6x6 - W1,4xW1.4 WWF ! OVER 4" GRAVEL FILL a SEE S-2 FOR TJI SIZE 2xS PTOF SILL A SPACING OF JOISTS SEE S-2 FOR TJI SIZE t 1 FAMILY ROOM 5L,AH a SPACING OF JOISTS 4x12 GIRDER f.—....«.....-..--...-..........—»..>-.....-- ......—_� ! C+-3 3I4" I t BC46 POST CAP n ' f ! 1/z �-BOLTS a O.G. -j� GRANULAR F3LL CRAWL SPACE ~~ H t ,! 4x6 POST I,.—...�,.y-.........—«-.---...-..--� ----- I �..a»—.-...a �----- �--...— .1 PRECAST PIER. � � � .. - OVER FOOTING PAD t .» a� .-, ..- .. ,..- «. «... — .- .aa _ 1 .. v I. �- ... — a -r ,.. w- .-. -- -e — _ --. — — -R, -,- — sa ...- «- - ter..-- r r.a. ,w L i�1 ! ! x t t yi' 1 1 i f .._. 04 gArtS TOP 8 o f 4 CONCRETE SOG BOTTOM, CONTINUOUS W1.4xW1.A,, WWF 2'-On.OVER 4" GRAVEL FILL 6x6 �. f I z t SEE PLAN FOR. SIZE 11 g,r U til 1�fS`C`v �. ubc; I f 1 f f r _ I I ! ! 3 gOTING DETAIL - AT GIRDER SUPPORT 4 fJOTTNG DETAIL - FAMILY ROOM s" �, - - - - - - - - - - - — — - - - �. � � �. - "� � � � � - a :� � '� � �� 1 3,-4" 2'- 10" S 1 SCALE: 1/2"- i' -Ea" S 1 t , i I �1.. Jt_ t t n, 4" CONCRETE SOG - CALF: 1 /2" 1'-C+" f €� I r .. `".j t f ! ! 6x6 W1.4xW1.4 WWF ------------- r-----.---------.-......._-.� I t rA L-1 241'x18" CRAWL f t. ! a I ! SPACE ACCESS. 16- ...i 4 I ! OVER 4" GRAVEL E•ILL y i It f ! i 5/e" TYPE X GYP1 ! I t 1 1 1 I BLOCK OUT FOR �' PASSAGE DOOR. 1 ! 2x4 GARAGE WALL I , i I ! 2x6 PTDF SILL SEE 5-2 FOR TJI SIZE I , 1 f� I f I 1 f I 3 'SPACING OF JOISTS 1/2" J -BOLTS 4+ D.C. I i t SLAB & T.O.S. MATCH ! - 1/2" J -BOLTS 4' D.C. D SLAB SLOPED TO DOOR I t d 1 t 1 e� OPTIONAL ! f f ! GARAGE CONCRETE SLAB tD H SIDEWALK AROUND GXS W1.4 x W1.4 24x24 ENLARGED FOOTING f z ! i 1 z TYPICAL OP 4 PLACES CRAWL SPACE '" M THE GARAGE 1 I f # t I VARIE5 GRwNULAR f -ILL ! i I d I�``t r I ! 1 ! I h GRANULAR FILL t i I I � � ..— — •,. ••• ••• •• ••- — -«-- - .. _ s..s ~ — — i.. — — .....- — ..I ! 1 oil OD �,.. ;0 jE�8 Q ' DQ��B�� sL � wz� o co w^�' Rn ., .,p K 7IL , "7q�_n u. 10L Na 8?_fin a� 0 0-1 to k c0V � L 1 m c 0 0. '. Lia c CL _j 0 z-iT4 9AR5 t I L---* .� t #4 BARS TOPS co r n " I----- yi f. ! cd 1 i i 1 r " 1 ,'.._ f i t .� .. BOTTOM, CONTINUOUS CONTINDUS f ! 24 x18 CRAWL `� t i i! a sl 0 c., ! f SPACE ACCESS f i .- Y.; a $ �. ~ -, �v I ` - -.. I _ -7 3/4 0 ,+ `�' 1 1 1 2`_p" r---s.--_a i i .1 i �1 w� .U. 84 1 t I t c� t i f t - .S "i I 1 r _ - - -" - .- .� t .r Ld t 1.1 " ! t ! l r i iaa 16►r 1'2 f t-----1R—.—w-i.� ffi.— -0 11 ..r 1 -� �.� t � 1� t I BLOCK OUT FOR .. - .�, - ....- �.......... .... .� - -i t 3r�ga � Nb - I I I FURNACELLJ z Z � OROP STEM 6" t z; ^„---'-....� 24 x 2�#x 1 a - 1 NOTING DETAIL - AT GARAGE G GARAGE FOOTING DETAIL STEM WALL a I (D w , f I ►1 t f , � i t p �L ,. 5 F I t x Q FOR SUNKEN --w"�'"".-....-.-..�.�«..«-! t , G POS SI SCALE: 1/2"+"1'-O.. - '•a v •• k z a LIVING ROOM r. --w °1' f i i TYPICAL o E _u - i V-3 3/4" f m i r LACES ., r - ~ S 1 SCALE. 1 /2 1 -p ! ; �'' V) (D , ,'" I l t., w :� I 1 u 1 f a.- 4" CONCRETE SOG i 1 1 0 �►- 1 I '`' .---,».--- .«-.,0 t 24x24x12 FOOTING p i , 6x6 - W1.4xW.i.4 WWF I FLASHING REGO BETWEEN 1 t f r"• ,...—.:�... I 4 x G POT t I iB" GONG. COLUMN CONCRETE AND DWELLING 1 t Q I t t I OVER 4" GRAVEL FILL 1 PORCH MIC OLA j 4x 12 GIRDER �...- .... AT PORC I 1 i t I f 1 TYPICAL 7 PLACES ( 1 SLOPE TO MAIN DOORS E 00 SEE S-2 FOR SIZE ANOR- t b 0 0 t �- yr w sw 9 — SPACING OF TJI+s ! 1 4" SLAB ..-.,.."....- 6X6 W1.4xWl.�b Y14 REBAR DOWELS 1/2 J -BOLTS 4' D.C. i I i f ! !> I ! f I t i 1 f �-Cwi OPT IN PORCH AT 12" OC is I I f i e..» -...e .. a k .. .- .t .. — •�E-1 4 CRAWL SPACE .! f i ! t f it~8 1/2" f LO LU �-' �rot ! 1 1r-11 1/4" C i i Y�-� COMPACTED FILL 1 I ! ! k I I I ! i I---1 a-, H -O" Lt �� , I f I F� e � 1 cn GRANULAR FILL F. � z ! �.... -o .-� � f � � I ! 1 li , M t 1.-....a I CL 24"xiE3" CRAWL 1 W co�#4 BARS TOP 8 w!' 1BOTTOM, CONTINUOUS � f 6 SPACE ACCESS t I1--#4 :c3AR5 CONI YNOUS 8 1 .. - - C�.� 1 1�,'�, t iPORCH PERIMETER- t 83 _ ..x f I I AT COLUMN 7 NOTING DETAIL 4„ SOB 0 PORCH $ OOTING DETATL — AT PATIO 1 f 1 i ! t -�-T.O.S. MATCH i 1 w. (iia Ic- 51 SCALE: 1 /2..,,1.-p" 51 SCALE: 1 /2"" 1'-O ! I I w t. t - y. ' e "nw.r ... .r .w +-1 r..--�------------------------------------_ ....w.w,i � y„y '7 f f f w f i 1 u I t 1 — w.- _ — �..— — �n -n --- — - — ww-. .-. r w� — .....w .w r w W. +r �.. w- w- w- — _ �r w i I y�+ — — r,- — — — — +-er — 4w JI Y� Y Qr w.: r- — w.. w �r s- wr — W ww w ar w+ -w. r .o .w — ws w - -w .r it aw or ew w� I ■ i '�` �•i i 1 4” CONCRETE SOG �.__ZE _ .....,.. ,- .� .-. -..... -. ..- �. "......,. s.. .. <-..�....... ,.� 6x6 - W l.4xW I.4 WWF .- ...,... �. ,.a «...� �. ... d ... - ..- -» w ..... I OVER 4" GRAVEL FILL I ! r «-..-s..i U't'+ t..r�r�r�3 r-�L-r'��, I ice"' FOUNDATION NOTES P. CONTRACTOR TO PROVIDE UNE ER FLOOR ACccSsS (18"'x24"') 7. ALL END PLATES (OVER STEM WALLS) THAT ARE IN f 1 WIT104 20°-V OF PLUMBING, SEE PLAN. CONTACT WITH CONCRETE SHALL. BE P.T.D.F. MATERIALR K. -...... «.. - � .- �..-, .,. » .... ...-- «. a..•. r! PROVIDE ONE SQUARE FOOT OF FOUNDATION VENT PER WITH A SHEET METAL FLASPING BARRIER. I 150 SQUARE FEET OF CRAWL. SPACE, USE S. FINAL GRADING SHALL PREIVIDE FOR POSITIVE DRAINAGE , DRAWN BY,. 13 iN (304113 1/4" G1E3 WIRE NESH COVERING TO PREVENT AHAY PROM BUXLDING (sLaPE 1% FUR MxNU;1UM 5' AWAY) STEPS TO GRAt)E , RODENT INFILTRATION. )LIBATION;. (USC 210 (C-61 MINORUM 6" CLEARANCE FROM FINISH. GRACIE. 3. CONCRETE:) SHALL HANE A MINUMUM COMPRESSIVE STRENGTH TO TOP OF STEM WALL. OF 2000 RSI AT 28 [DAYS. B. GARAGE SLAB SHALL SLOPE SLIGHTLY TO MAIN DOOR, 4. ALL RMAR AND WELDED WIRE FABRIC SHALL HAVE 10. FOUNDATION RISER HEIGHT MAY NOT eXCEEO 41-0" L,1w 4C.404)A PSi� !�LEM. NUMWITH OUT ENGINEEAED REINFORi EMEND G, AN.6jo� OOLTS (1/2"`xl(r) SHALL 13E PLACED AT 4'-0" O.C. 11. IF SLOPE MORE THAN 1' IN I(Y-FOUNDATION MAY MINOl1l I� BOLTS PER PIECE OF SILL PLATO, WITH ONE BE STEPPED. "2807 (C) qMT WITHIN ir' OF EM OF EACH PIECE. 12, FOUNDATION CRIPPLE WALLS SHALL IBC FRAMED OF STUDS 8, ALL, F1 1#46, " 10N SILLS AND PIER BLOCKING SHALL Be NOY LESS IN S12E THAN STUL)DINO ABOVE W/ MINIMUM LENGTH ._ �.:�. ..._,. ...i.-r.:a» H.r.e.A rM., AK i -M I A A—f -rfAl f"3[ Aht: MCwflLiflf` hC eek'' 14* M FFit Pcn DP 9OLTO BLnCKINO., ...- -- 0 8" MAX. RISE + 9" MIN. TREAD (12" TREAD SHOWN) 4 r rj c 1, f REVISION r a 0 to to � O � � W Cn J wmpzfmffi � 0 0 0 cn 0 w 0 :4 M " t3. p 0- o n mJ'�ooL'' m n� 0U. <� '8 E5`-° enva_o W ''IL S zox'��o� 24'-0" 10'-�" 5 ,w [L U p i; zWz Zp ISJ W H p -py i5 8 iE F_ ph a •r 3/ 4F" STURD -I--FLOOR TJI RIM JOISTS STAGGERED PATTERN TYPICAL UNLESS GLUE & NAIL. NOTED OTHERWISE t r 1 V) l I 1 I 1 ! { > + 3-.srw.av_vres.v+.s - .iwsrww..-a.rv,.n.araec-. Pm.s ... st.. •. ms=+: r...vlw.M�:La. .�nw a� : 1 j a! '1 a +1 O !r r ' +'' I ' to rt rr 1 ! r uj ul i 0 cn 0 t ! t ! (9 ....! z LLJ 0 FLOOR SUPPORT SYSTEM y i { t SHOWN BELOW. (FADED) i ; w r r _ 1 SEE TJI MANUAL FOR + BLOCKING REQUIREMENTS.ILI + I 1 ! 0 1 + rT «.11 f .a i _ ,' _;:.,.b _ F"�.:� 3 11-7/8" MICROLAI� � � +r i p r � 14. W C.3 j Q < .« . .. .... -- t t t f b $..� a I a + SIMPSON WANGER !T " ' - +Lo O z I 1 EXTRA 401ST �A � � i ( w i r 1 6 � 3 u j 0 M > + + ( ? 1 1 BEARING WALL. j + �� 1{ELLj z + ! Q 1 t EXTRA JOIST 0 F- =) y + + 1 BEARING WALL, j 1 m. < M s { { ? , co V) rn + 1 1 " ! t 1 • O r I M 7/8' f it JOISTS 1 l I w 7 ! + N r i "20LAM OVER 1 ! 1 '" 0 CRAWL, .,E ACCESS. ,,-�*r I " I f- .____. . - I 1 E • 0 1 va DOUBLE 13" MICROLAM RIM 0 + 1 + � 1 � + 1 SUNKEN LIVING ROOM ! SIMPSON HANGER-__, I @ c2 tre �' ►� _ j CL x 00 F-4SIh4PSON HANGERS I 1 + ; r � + � � 1 + I BOTH 2SIDES, I..,na---.•..=,w, r ,rsa w.,»u_ -x_ _.....«...v, ,.-y.e _ ,:.•,..re =u . Ft.. , r...,: x=e,_u_,u>.-,..,, M ! `" 1 �% / •�•-,, a ' W r j j r tV r 1 0 . + + 1 1 + 1 t 3/4" STURD-I..FLOOR t w .. « ..., _ . . F-- { ...:: -,y..y _ .. v ..._ _ -.; e b,•._ .,_..- n. ERNP STAGGERED PATT..< ULLE NAIL. ,. _ r L. - rlr a4• h•m mw .p-. . ar• vF. ra L r Imo,. < .c, ,w i+.- r:._. .,. ,.xn 4: Yx Ya, LLj A 1 1'-d 1/2" ►---..• • IF— 1 t -Z v pRi�YVN BY. f? JN A' . a .gHEOKED BY' 'J' �► 5► 1'' Il�- _ w -57 lZi65, r a7o VV�m,ym � = �,:• ,�' � ?ATE WON: 3i7/w 1?1114,41ff j, ' SCALES NOTA ,. + --c l B►"' t • o1� soy rJ.��+a� a � SHEESIALDT s 2, T dd p FIR �w� E,r , r 1 Iw..l L .FRAMING PLAN �s Ott t 1 ( j J; i „�„ i1 i ! .4 y r'' S , _ ;.. 1 l •::, - •: _........ . ,.. ..-. . _....... _.. YwpMi..w.•w.w .. i.ra.sn..+7r..w....ws -. ...,... ... _., ... _..... .- o r _. „ r, 0 ' ,. ''• ,: (i' ., ., .... !' � 1, , f � ,. ) r> r..• . .. ',-: ,f.,i " _ .. ,: .. .... ....... . . . 11-1,-3 ........, _,.d._.•.. _,. v, a v..r•.•.fwM1Rn.?+i . 0( 1-1/2" LITE WEIGHT CONCRETE DOUPLE 3/4- PLYWOOD RIM AT CANTILEVER. OVER HOT MOPPED DECKING. (TYPICAL) 3/4" CDX PLYWOOD DECKING. (TYPICAL) 4x12 GIRDER (TYPICAL) -1 -11 STAGGERED PATTERN SIMPSON HANGERS GLUE NAIL, 2XI2 JOISTS AT 16" OC (TYP) 2X12 LEDGER (TY $I MPSON HANGERS Ilk It I A 3/4m STURD-I-FLOORI 11-7/8" MICROLAM STAGGERED PATTERN THIS LOCATION. GLUE & NAIL. –=Z DOUBLE 11-7/8" MICRWILAM THIS LOCATION. Ea. il-7/8 TJI's @ 16" OC 442 HEADER BELOW 11 7/iw M1j1ROLAA THIS LOCATION, RETURN AIR �' C � r DOUBLE, 11-7/8" MICROLAMS rt r AT SEt&D FLOOR EXTERIOR WALL, THIS LOCATION. r TJI RIM JOIST TYFICAL EXCEPT WHERE NOTED OTHERWISE. 11oc MICROLAM RIMS —7/8 TJI's 16 THROUGH OUT OPEN AREA,. 4X12 HEADER BELOW 0 c XII -7/8 TJI's @ 16 6x12 HEADER BELOW - - - - - - - FIRST FLOOR WALLS - - - SHOWN BELOW %Ile it L ALL HEADERS BELOW ARE L LJL—w 642 DF #1 UNLESS NOTED OTHERWISE. TJ1 RIM JOIST TYPICAL EXCEPT WHERE NOTED OTHERWISE. 0 -ro 41yo rt" -ro7,o N" IAME C OUR" SH'WIr SUILDINO DEPARTANT L L IAME C OUR" SH'WIr SUILDINO DEPARTANT e CRICKS 141 INSTALLED ON INTERIOR SIDE OF WALL i1 H 1 ANCHOR DETAIL. -✓ (SCALE :NONE ifif. 1ffW Y ROOF TRUSSES CI FRIEZE BLOCK 1 1/2" COX PLYWOOD ROOF SHEATHING 2x4 NAILING 2x4 LEDGER r-� 2.x FASCIA } e CRICKS 141 INSTALLED ON INTERIOR SIDE OF WALL i1 H 1 ANCHOR DETAIL. -✓ (SCALE :NONE ifif. 1ffW Y ROOF TRUSSES 0 FRIEZE BLOCK w 1/2" COX PLYWOOD ROOF SHEATHING 2x4 NAILING 2x4 LEDGER r-� 2.x FASCIA 1 rr SCREENED SOFFIT 2x6 STUD M 3/8" COX PLYWOOD -SHEATHING. EAVE SOFFIT DETAIL -V SCALE s NONE J } _ LOWER CHORD OF TRUSS OR FRAME STC INS'T'ALLED f TOP PLATE OF NON -SCARING WALLS ti> It GLI, ' OETAIL CAL; P NONE r Y KALE: 1/8"=1'--0" GIRDER TRUSS GIRDER TRUSS 2x8 HSP RAFTER 2" FILL DOUBLE 2x6 TOP PLATES DOUBLE 11-7/8" MICROLAMS IN WALL MICROLAM WALL. DEFTAIL "- SCALE x NO 6:12 TRUSS TYPE FrArl 14"-5-'1/2" SPAN DOUBLE 11-7/8" MICROLAM BUILT INTO WALL, SEE DETAIL 4/S3. 2x8 FASCIA i RAFTERS CONTINUE TO EXTERIOR WALL BELOW. - SEE SHEET A-2. 2x6 RAFTERS AT SHED ROOF. 4:12 090-011 If ., I V I I I_ o/ -l.= Cts n 23"-0" :SPAN BUILT INTO WALL. SEE DETAIL 4/S3. 6:12 / 6:12 RUN TAILS WILD, 3 21—o it 231-61F CUT TO FIT ON SITE. TRUSS TYPE o► c to TRUSS TNSTE 'FDFF 2x8 HIP RAFTER I A RAFTERS CONTINUE TO �-� EXTERIOR WALL BELOW, ��v`; SEE SHEET A-2. ` CRICKET BEHIND CHIMNEY. GIRDER TRUSS HIP RAFTER _ 2x8 RAFTERS AT GARAGE EXCEPT WHERE TRUSSES ARE NOTED. .,� � r PL a � "7,11 i"► aft , 2x8 RAFTERS 2x8 -lAFTERS 4x14 DOOR HEADER BELOW Imo►= DOUBLE 2x10 HIP RAFTER BUTTE GOUNV ,BUILDIOG DEPANTMENT o o }ua�6 J 2 i5 8cl: R U in c &g C m-wjlSoz" o � 'an ;< a tL z a go'To4!9 z' 8 n n U " p Lt1 Ll 0 o 0 8iE;F-°Qa z Y 6:12 TRUSS TYPE FrArl 14"-5-'1/2" SPAN DOUBLE 11-7/8" MICROLAM BUILT INTO WALL, SEE DETAIL 4/S3. 2x8 FASCIA i RAFTERS CONTINUE TO EXTERIOR WALL BELOW. - SEE SHEET A-2. 2x6 RAFTERS AT SHED ROOF. 4:12 090-011 If ., I V I I I_ o/ -l.= Cts n 23"-0" :SPAN BUILT INTO WALL. SEE DETAIL 4/S3. 6:12 / 6:12 RUN TAILS WILD, 3 21—o it 231-61F CUT TO FIT ON SITE. TRUSS TYPE o► c to TRUSS TNSTE 'FDFF 2x8 HIP RAFTER I A RAFTERS CONTINUE TO �-� EXTERIOR WALL BELOW, ��v`; SEE SHEET A-2. ` CRICKET BEHIND CHIMNEY. GIRDER TRUSS HIP RAFTER _ 2x8 RAFTERS AT GARAGE EXCEPT WHERE TRUSSES ARE NOTED. .,� � r PL a � "7,11 i"► aft , 2x8 RAFTERS 2x8 -lAFTERS 4x14 DOOR HEADER BELOW Imo►= DOUBLE 2x10 HIP RAFTER BUTTE GOUNV ,BUILDIOG DEPANTMENT o o }ua�6 J 2 i5 8cl: R U in c &g C m-wjlSoz" o � 'an ;< a tL z a go'To4!9 z' 8 n n U " p Lt1 Ll 0 o 0 8iE;F-°Qa DRAWN BY D W GOOD UnCTCED BY.- 'V A SESSA DATE DRAWN: 8/7/90 SCALE NOTED JOB NUMBEAt 10,50-89-01 $MEET N ET 10 OF 1$�..� z f� 1 ,J DRAWN BY D W GOOD UnCTCED BY.- 'V A SESSA DATE DRAWN: 8/7/90 SCALE NOTED JOB NUMBEAt 10,50-89-01 $MEET N ET 10 OF 1$�..� z 0 w u3 r-� ,. O ow co M to Ui w L� Ali ui N C\I 0 co Z UJ 1 m z 1-4 t © o 0 UD _j e--1 r --c < z C1 Ld co d U_ = p Q' L1_ 0 .. La.- V) Lij U z C� w L 0 ! DRAWN BY D W GOOD UnCTCED BY.- 'V A SESSA DATE DRAWN: 8/7/90 SCALE NOTED JOB NUMBEAt 10,50-89-01 $MEET N ET 10 OF 1$�..� co 1l - to Lo va U Z 0 /� \f/ 0 ,. O ow co uj Ui w L� ui N ix DRAWN BY D W GOOD UnCTCED BY.- 'V A SESSA DATE DRAWN: 8/7/90 SCALE NOTED JOB NUMBEAt 10,50-89-01 $MEET N ET 10 OF 1$�..� M, ;0 RECESSED FLUORESCENT CEILIING LIGMT FIX. " # 110 VOLT ::10 AMP WALL OUTLET PATIO 110 VOLT 15;," P GROUND FAULT INTERUPTER OUTLET SLAB ON GRADE, „ 110 VOLT 20 AMP OUTLET � �i WEATHER PROOF 110'VOLT OUTLET ` r a o. 220 VOLT WALL OUTLET H. -r, ,I a« SMOKE DETECTOR • o 2 PATIO TELEPHONE OUTLET FF- 1 FROM UNIT NOOK 10' CEILING TELEVISION CUTLET vo, tcn , SWITCH rr` DISPOSE SWITCH'�''� SWITCH FOR LIGHT �i PROVIDE ADEQUATE POWER T ., q` � v a a (I7 FOR H.V.A.C. UNITS. WAY SWITCH a 9 � v � o 3 FAMILY ROOM SPOT- LIGHT -OUTSIDE ; +4 OUTLET BELOW COUNTER 11' CEILING 1 D/W 1 `^` ELECTRICAL CIRCUIT FOR DISHWASHER. RECEr SSED 7 '---�., r � SPOT LIGFIT ,, .: ,. ;::, ,:.: ._ ._ .. �.., .._. FLOURESCENT LIGHTING I r w L E r ELECTRIC SERVICE PANEL BELOW WALL CABINET r} ..` +42 ` ' ` '. IGTC ELECTRICAL, PLAN MOTES: 1 r '1 10' CEILING r 1. PERMANENT WIRE ALL SMOKE DETECTORS ON DEDICATED CIRCUIT. „ MDINING L' � ` [G, = GOO 2. THE LOCATION OF WALL PLUGS MAY VARY FROM` THAT SHOWN AS LONG 10 CEILING i u 1 w ��.�.,...�.�-,-- AS THE FOLLOWING GUIDE LINES ARE FOLLOWED, +4� c 1 i u 1 A. ANY WALL OVER 2' SHALL HAVE A RECEPTACLE. LL' 1 r B. PLUGS SHALL BE A MAXIMUM OF 12' APART.' r � D C. PLUGS SHALL 8E WITHIN 6' OF END OF MALL OR OPENING. r -1E-- �� coRECESSED � t SPOTS UTILITYD. PLUGS IN BATHROOMS, OUTDOORS, WITH -LN 6' OF KITCHEN SINK � L a L . a � � � WH� e AND IN GARAGE SHAC,L HAVE G.F.I. PROTECTION. � _e ;f RECESSED FLUORESCENT CEILIING LIGMT FIX. " # 110 VOLT ::10 AMP WALL OUTLET PATIO 110 VOLT 15;," P GROUND FAULT INTERUPTER OUTLET SLAB ON GRADE, „ 110 VOLT 20 AMP OUTLET � �i WEATHER PROOF 110'VOLT OUTLET ` r a o. 220 VOLT WALL OUTLET H. -r, ,I a« SMOKE DETECTOR • o 2 PATIO TELEPHONE OUTLET FF- 1 FROM UNIT NOOK 10' CEILING TELEVISION CUTLET vo, tcn , SWITCH rr` DISPOSE SWITCH'�''� SWITCH FOR LIGHT �i PROVIDE ADEQUATE POWER T ., q` � v a a (I7 FOR H.V.A.C. UNITS. WAY SWITCH a 9 � v � o 3 FAMILY ROOM SPOT- LIGHT -OUTSIDE ; +4 OUTLET BELOW COUNTER 11' CEILING 1 D/W 1 `^` ELECTRICAL CIRCUIT FOR DISHWASHER. RECEr SSED 7 '---�., r � SPOT LIGFIT ,, .: ,. ;::, ,:.: ._ ._ .. �.., .._. FLOURESCENT LIGHTING I r w L E r ELECTRIC SERVICE PANEL BELOW WALL CABINET r} ..` +42 ` ' ` '. IGTC ELECTRICAL, PLAN MOTES: 1 r '1 10' CEILING r 1. PERMANENT WIRE ALL SMOKE DETECTORS ON DEDICATED CIRCUIT. „ MDINING L' � ` [G, = GOO 2. THE LOCATION OF WALL PLUGS MAY VARY FROM` THAT SHOWN AS LONG 10 CEILING i u 1 w ��.�.,...�.�-,-- AS THE FOLLOWING GUIDE LINES ARE FOLLOWED, +4� c 1 i u 1 A. ANY WALL OVER 2' SHALL HAVE A RECEPTACLE. LL' 1 r B. PLUGS SHALL BE A MAXIMUM OF 12' APART.' r � D C. PLUGS SHALL 8E WITHIN 6' OF END OF MALL OR OPENING. r -1E-- �� coRECESSED � t SPOTS UTILITYD. PLUGS IN BATHROOMS, OUTDOORS, WITH -LN 6' OF KITCHEN SINK � L a L . a � � � WH� e AND IN GARAGE SHAC,L HAVE G.F.I. PROTECTION. � E. AT LEAST ONE 20 AMP CIRCUIT SHALL BE INSTALLED IN THE KITCHEN z THE DINING ROOM, AND THE DEN. a'"," /4• a 1 u i 3. THE LOCATION OF THE SERVICE PANEL AND METER TO FIELD 0. VERIFIED WITH THE LOCAL BLDG DEPT AND POWER COMPANY. 4. THE LOCATION OF PHONE AND TV ,JACKS SHALL BE OWNER APPROVED PRIOR TO CONTRACTOR' INSTALLATION, S. PROVIDE POWER TO THE HEAT PUMP. VERIFY WITH OWNER AND LOCATE AT SITi , S. PROVIDE PORCELAIN RECEPTACLE LIGHT BASE AT ATTIC. ( •�" 7. PROVIDE 2•-20 AMP SMALL APPLIANCE CIRCUITS AT KITCHEN. LL� B. PROVIDE 1-•20 AMP CIRCUIT AT LAUNDRY FOR WASHER. U $� < ri7 Cfl E-4 Li 0 , 4f? ce p BE 0 00 2ACTOR m _e E. AT LEAST ONE 20 AMP CIRCUIT SHALL BE INSTALLED IN THE KITCHEN z THE DINING ROOM, AND THE DEN. a'"," /4• a 1 u i 3. THE LOCATION OF THE SERVICE PANEL AND METER TO FIELD 0. VERIFIED WITH THE LOCAL BLDG DEPT AND POWER COMPANY. 4. THE LOCATION OF PHONE AND TV ,JACKS SHALL BE OWNER APPROVED PRIOR TO CONTRACTOR' INSTALLATION, S. PROVIDE POWER TO THE HEAT PUMP. VERIFY WITH OWNER AND LOCATE AT SITi , S. PROVIDE PORCELAIN RECEPTACLE LIGHT BASE AT ATTIC. ( •�" 7. PROVIDE 2•-20 AMP SMALL APPLIANCE CIRCUITS AT KITCHEN. LL� B. PROVIDE 1-•20 AMP CIRCUIT AT LAUNDRY FOR WASHER. U $� < ri7 Cfl E-4 Li 0 , 4f? ce p BE 0 00 2ACTOR m a n 0 cc Ill � ;E a a o,a 8�§�a& a.3Zsi a rn oa o 0wco N in w C 0 ��� a� zox; wcr� s) rz ail itiwJAJ id'o , to CQ Lo t 0 � ' C3 -1 I U)... CCL - C.) or I E c LLJ< w cin u� Ld as M Z o �. tn 0 'cr 00 0. ,•f w 9(1), . v Ld f 0 4V DRAWN SY, DWO LAE gKCKED BY: V A SCS'8A DATE DRAWN; 3/7/VO SCALE-' NOTED JOB NUMBER.' 1050 -80 -Df SHED -M C) { f t I a n 0 cc Ill � ;E a a o,a 8�§�a& a.3Zsi a rn oa o 0wco N in w C 0 ��� a� zox; wcr� s) rz ail itiwJAJ id'o , to CQ Lo t 0 � ' C3 -1 I U)... CCL - C.) or I E c LLJ< w cin u� Ld as M Z o �. tn 0 'cr 00 0. ,•f w 9(1), . v Ld f 0 4V DRAWN SY, DWO LAE gKCKED BY: V A SCS'8A DATE DRAWN; 3/7/VO SCALE-' NOTED JOB NUMBER.' 1050 -80 -Df SHED -M C) { f