Loading...
HomeMy WebLinkAbout017-100-074�D WINSLOW ^ n/w side of Centervl'le. Rd, .app. =3/4 mi. NE of Honey Run Bridge � F rd driveway .pas,t Winslow)Chico �' /OD�17� _ 3ermit#k .3053-74P,E �7 ( yac, C til.. -MH) i i I BUTTE COUNTY INTER -DEPARTMENTAL CORRESPONDENCE DELIVER TO LAST PERSON NAMED DATE NAME DEPT. I DATE NAME DEPT. ;r 1 DOTES RESIDENTIAL PE MIT •011-310-074 - 9 281�2 WHITLOC K,^ STEVE & DOROTHY 5/1Z�CONEJO LANE, CHICO CONTR: RUSS COLLAR (% Q.t c•✓ NEW SINGLE FAMILY y� Pte' c444 -c— C&4 -P rd of (D 5 pwvLa6 c6wy\ A1.2 �Idc40�� A� SPECIAL CONDITIONS } CHECKED BY SRA , FLOOD CERTIFICATE-IREQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER l OFFICE COPY Address GASB Meter B. - Date / v t ELECTRIC Meter By Date / JOB FINALED (Date) G1' 3 . S . ale!► Signature C%�. I./, �/ `� •t�. t 1 i SPECIAL CONDITIONS } CHECKED BY SRA , FLOOD CERTIFICATE-IREQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER l OFFICE COPY Address GASB Meter B. - Date / v t ELECTRIC Meter By Date / JOB FINALED (Date) G1' 3 . S . ale!► Signature C%�. I./, �/ `� V�OK 0 = Not OK - = Not Applicable = Not Ready r` MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements . 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /' Nat. or /' /"L"ft./ /'LPG Exits; Insp.-Sketch 7. Well Clearance 8 Disconnect ' 8. Utility Clearance J• Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line i 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 8. MISCELLANEO'js,,. Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _, I ./= OK 0 = Not OK = Not Ready ` RESIDENTIAL (; Date nderfloor (Plans) OK excep `s ing-Setbacks-Easements- ,lo d -Slope g., Main; Soils-Elec. G / e(a /'Ftg. Depth 3. Ftg., Garage; Soils -Steel -Exec. Grnd.- Ftg. Depth 4. Ftq_ Porches & Decks; Soils -Steel-/ r Ftg. Depth to walls, Main; Steel-Blockouts-Wrapped 6. walls, Garage; Steel-Blockouts-Wrapped 6 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Prs-Fireplace Ftg.-Steel 011"DWV.; Fall -Fitting -Test -2 Way 10. LIF, OF Gas Pipe; Size Anchors rand as Pipi ze Tes ater Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. FXnums & Ducts; Clearance -Material -Support -Ins. 14'.O' ' ders-Sills-Anchor Bolts-Joists-Vents-Crippies 100'Access & Ventilation 16. Insulation Date 16L—&J Card B-1 DateL°! %( ✓ Card - Date Card B- Date Card B-1 Date PL G (Permit) OK except #'s r Htr.; Vent-Acc s -Combustion Air Baffle 20. Shower Pan; Test, First Floor -Tub Access 21. Te ub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date (r _ ' Card B-1 Date Card B-1 Date Card B Date Card B-1 Date E CTRICAL (Permit) OK except #'s 005.9-1-L" Transformer Clearance -Ins. Protection pe -Receptacles Spacing -Lights & Switches at Doors 22 9�7 Siz oxes & No. of Conductors Stapled o x Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -B Ga ater 8. 2 ApOrnce Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size /a / or AI-A.C. Wire Size / / ga Cu or At ange Circle uc. ga u or At Insulated Neutral Q Yes Q No 31. Service •Riser Conductors &Ground Main Disconnect 32. E p. learances Panels-Motors-Mech. Equip. Nj.,:�ClqKes Closet Light -Shower Light -Spa Light moke Detector Date - M.1 Card B -1Y Date Card B-1 Date - OJ Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.CA5ucts Insulation & Support CJ�Y.nt Fan, Exhaust above insulation Cys ansate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Date t{ Card B-1 Date Card B-1 Date - A45- L(/ Card B-1 Date Card B-1 Date AAVNG (Permit) OK except #'s Sit per Materials & Anchors 4 V<s Studs -Nailing Spacing & Braces -Plates -Sound B ring Walls over Girders & Floor Nailing 4 . raft Stop in Walls (rat proof) 4. it tops, Furred Ceilings -Stairs -Chasers -Tubs /49?4eaders & Beams -Size & Bearing jingle & Duplex) ' Date FRAMING (Continued) Ha rs-Post Caps -Anchors -Connect ling. Joist-Rttr. Ties -Purl n -Roll Brac. t .-Rfng. uep ue a roat CI 49. Att' ccess; S Romex tion—aft op -Ins. Baffles arm. Windows or Exiting oors-Sill Ht. & Dimensions 5 pe y to pemng 53. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 54. lywood on Roof Overhang -Attic ents-Raft Out gers 56. Si ing-Nailing Veneer np GI 'ng Area -Glass Protection -Skylights -Plastic Da hear Walls; Nailing -Bolts 60: ace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date - Card B-1 Date Card B-1 Date �/ d �' Card B-1 Date Card B-1 Date FINAL (PI ns) OK except #'s Steps -Door & Sidelight Protection -Landings 6 moke Detector . Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor-Ducts-Mech. Protection CV,aedroom Exiting 6 A.F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels EV Stairs & Rails "Ap"F place or Stove, Clearance -Hearth Xkl�pec. Outlets at Wood Panel, Int. & Ext. 7V Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 c. Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure 75a..C. Du in G rage -Damper 7 r. r e -Clearance-Comb. Air Connector-P.R.V. ar bove Floor-Mech. Protection b lec. ech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection 7 nlation-Foam-Looked in Attic Guard Rails & Deck Construction - Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked and r Floor Q Yes 82 -.—Following Instld./Driv a No/Walks :1Yes ^ olPlanters ❑ Yes - o 88!Stucco Brown -Finish 44!.C. Unit Disconnect, Electrical -Plumbing W—Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground V ntilation Throughout House ass Protection 9 Corrections from Previous Inspections Gas -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE l^►� r'n �o�L cl �� 2A.,/Z— OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i S'elqezx 40, "-j t (/"C- 'er A---G-A Date W-1 2 oInspector REV 10/92 ��'s-�Y•:.••ir�'b��.�ji '� '#F � �, ,��7 p x�•,�- -C d�:.�F*� .mr�y'•�+.�"..� v:..r���t+: bH-•�n '�" K . COUNTY OF BUTTE' , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751, 7 County Center Drive • Oroville, CA • (530) 538-7541 Y CORRECTION NOTICE IAIW 064� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at they; above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please conta "this office immediately. re' D.G. �i� w�r�C / S-,� r ' P//�: • M P o2G & I o Am7-/V-5f U19 7`�V r-7/4 4110U. -A119 Date L-0-212 - riy Inspector REV 10/92 --7 _ - � �,.� .. �--r.r.,•:.. _���„-"�'err-rn-..-.v'`w^'+'��,,;,�CiT"-v'•.:"...-rv'�.:.S+S,•r...+...�.:.-, r • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 i - CORRECTION NOTICE 14JUiT LOG/� %l'I pt kt 2 OWNER PERMIT NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed'. Slf you have any questions pertaining to this matter, or need additional explanation, please contaq this office immediately. 741 /'XO%G-L7 /l�1_ //l U 614-16,r' 4vl7-Y/--,x Date T v_ �� Inspector REV 10/92 COUNTY OF BUTTE .... . ..... . ..... BUILDING DIVISION ....... ......... . DEPARTMENT OF DEVELOPMENT SERVICES .� 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 A. CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ;.1. please contact this office immediately. `� i' •z_ r COUNTY OF -BUTTE' F� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530)-891-2751 7 County Center Drive • Oroville, Cke (530) 538-7541 CORRECTION NOTICE :A OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ;4 ej a1 ;, t 4 - { 4� 1, "1 i� �y 3, E� z- - :� F ' ' Date ! t Irispector_�_ .' REV 10 92 _— -- x3� .4 - u to t Co, :::..... L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re:' Building Permit # 99-2812 Expiration Date: 2-9-01 A.P.# 011-310-074 WHITLOCK, 4224 CONEJO LN, CHICO With reference to the above subject, our records in that your building permit expires on the above date and your permit falls into one of the category marked below: kA Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all commies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ J A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. Yrs very truly,. C. Vierra, C.B.O. Building Inspection MCV:lt Attachments CC: RUSS COLLAR Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ON 7 Bounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7 1 P RRMMI (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-31-0-074 ZONING BULLbINGPERMIT OWNER STEVE AND DOROTHY WHITLOCK TELEPHONE SQ. FT. OCC. BUILDING VALUATION 64�584 00 . OWNERS MAILING ADDRESS P.O. BOX 491617 REDDING CA 96049 CONTRACTOR'S NAME RUSS COLLAR TELEPHONE -342 OPEN 2,394 00 CONTRACTORS MAILING ADDRESS 4425 WILLOW SPRINGS ROAD , CHICO 95928 CONSTRUCTION LENDER . BUTTE COMMUNITY BANK Fireplace P LENDER'S MAILING ADDRESS CHICO-EAST AVENUE Total Valuation Is ARCHITECT OR ENGINEER GREG PEITZ LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 545.00 ARCHITECT OR ENGINEERS MAILING ADDRESS RIO LINDO CA Plan Checking Fee $ 4.25 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 2 .00 USEOFSTRUCTURE SF XX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 1 5.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 1 9_00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fU Orce and effect. 2 �7 ^ License Class Lic. No. Lfo 2 / L 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' compensa 'op I►ysuran carri and policy number are: Carrier yalAL� Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS.NEW SO 5 3.5¢x: T. ONTLET gESID. IBM ULT., 97,50 POWER APPARATUS a SINGLE OtlILET CIR. Ex. Occup. OUTLET OR FORURES zo p 1.00 BAL � .SO Ex. Occup. OUT." AE.SID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 20-00 Cooling 20-00 Hood 6.50 Ventilation PERMIT FEL: $ Policy Number (The above sections need not be completed if 1h6 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date (� ���� Signature of -Applicant - ❑ Owner 94 Contractor ❑ Agent An OSHA permit is required for excavvions over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 461.00 occ R3 CONST. TYPE TOTAL FEE $ 11298. 21 VN HAZ. D. FEF IMPS V/ FLOZD CDF ARCE pD MDJ (IT9 ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Datp. f BD Z f,% Data ReceiptNo. 280676/JA29R-21 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '4 (Rev. 12/96) �j !- � - 00 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7''County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�� �M NO. APPLICATION AND PERMIT AS SESSOR PARCEL NUMBER _ IC) _0_7V 20NINO I BUILDINGPERMIT OWN (� � � 1 TU/L-I- Jorp �j1%�il� C TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS NO do �4l !7 foo c/ eov //-7 , CONTRACTOR'S NAME TELEPHONE �. COMd1roR9 ,Sw, 1 T✓ r COUCTION NDE//R (�. LSO'+^^ Lys, Fireplace LENDER'S MAILING ADDRESS LL r ti0 — Total Valuation $ Q ARCHITECTARCHITECTJ ENGINEER % p _ r Cn^TYIf„ LICENSE NO. Film Fee $ 20.00 Permit Fee ARCHITECT OR ENGIN 'S MAILING ADDRESS "4 Do 4/ L Plan Checking Fee $V, V, -2- BUILDING AD RESS dr= J_� - �J �' Energy Plan Checking Fee $j b -v $ PERMIT FEE $ LAT No SUBDNLSIONBNAME P FEL MAP . PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 ,o'D Solar or heat pump water heater 23.00 Water piping 15.00 15,CrV Each as water heater or vent 15.00 per! TYPE OF WORK New I Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 jd.ov Mobile Home ISI GI W1 920.00 PERMIT FEE $ 13 ELECTRICAL PERMIT Filing Feel 20.00 600VOR LESS Main Service zaOA OR LESS 23.00 • 0-b LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fL� orce and effect. f a 317 License Class Lic. No. Q 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co pry a satio "nsuran a carrier and policy number are: Carrier i< j'A Policy Number I (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 forthwith comply with those nobvisions. X _ Date Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excav ions over 60° deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. & ACC. BLDs 3.5QFT, O NEW GUNNT. MULTI -OUTLET NON•RESID. BRANCH CIRCUITS 97.50 POWER APPARATUS - 8 BINDLE OUTLET CIR. X. Occup. OUTLET OR FIXTURES00 EO @ .50 BAL . Ex. Occup. oimE°s LNS AEsID°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 9 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling pC.Q Hood 6.50 &,!51) Ventilation , ,ja PERMIT FEI: $ gO o Mobile Home Installation Fee $ Energy Inspection Fee $ occ 3 CONST_.r PE f VN TO L FE $ / 9 �Q HAZ. E IM FLoo CDF PAR HD ISS E This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Dale Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT !��Yv�F C+�.,n'ft�j,+`�-„-.�"T.�.�.?� ��7 Y _'��C�+�i�'"'*�.1�1+�ilir.,t''+'�.'V'd.�.rt=rTY'�i� ;•�'��+�'�`�i. • . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 1A1 h � 40. e %C ASSESSOR PARCEL NUMBER: n 1l — I n —4')7V Proposed Building Use: Building Inspector: Date: i/ 2 �' _ 4r At time of permit application, I w4a advised the following data must be submitted prior to permit p o sing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans- ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------- D ---------------------------------------------------- r4.eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans- -------- eered truss details and layout in duplicate (required prior to plan review) o faxes! ------------------ 1y Design Compliance and supporting documentation.-------- ----------------- ----------- ---.tatement of Intent for Non -Heated and A/C Buildings. ----- --------------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 09.. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ 1110. Fees -of $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. ----------------------------------------------------------------- California Department of Forestry plan approval/fees.-1V7_,11WL r ------------------------- ❑ 13. Flood elevation certificate. ----------------------------- W��- anitation and plot plan approval Ck) L 0 Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit------------------------------------------------------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: pr—.I (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification)- ----------------------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------- -----------. 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 012$,-Eetter of signature authorization.--------------------------------------------------------------------------------—`- 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1 �I►_ ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- t� ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- �. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ • --------------- E130. ______________❑30. Other: (Date) Whej,'rou issue the ermit, process as follows 11Mail to owner, ❑Maikto contractor. Telphone g9 '35 and hold for pickup at C 1 C- V office. ❑ Deliv ith inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:d ` By: _ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ 001161: Date: By: 1. Index permit application for the above items n}unbered: C3 Plan Check Jist 2. Additional items required: a %hwt. � Contractor, designer, owner, wV advised of the above required data by ❑phone, ❑ mail; ❑ Building Division counter, by te: Contractor, designer, owner, was advised of the above required data by ❑ pe, m/ 1, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the above required data by phone, ail, ❑ Building Division counter, b a4ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil • IMcounter, by Date: Plans reviewed by: Date: Plans approved by: Date: o -i -I - _00 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Ve11-1 f`..-... T1,._...r.___� t1 E.H. USE ONLY f Plot Plan Attachod Floor Plan AttmeMd I� Sent to B.O. T0: Building Department FROM: Environmental Health II SUBJECT: Sanitation Clearance -fZL4 Cot4g,Ao bL OR - 310 -074 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for �,j dvveffi. J04heir w/ aetj2a �� -� f deck VorJ ner qoPv, P weol Hold nal for: rim Final clearance O.K. for: NOTE: Environmental Health Specialist Date (8/96 i - / }�f° — vrr s � , - r. --. � w".- •.� . ,4 3 41 a � , a- iF , ►u -'v+a it n • "1�'M 4 t � '•v' 7f�. —f�t �'" . � v r+,��^y�xt'�,,IY.;^��'1i:�ryr"'i�tty'.s+4,{. S`:.t "'�,.5 a �. -� t�'� �e.`:�.+..,,-_rM.--r•' - a� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER S/ etl-e.- �// i '�"./��I"�— A.P. # ��'- -31-07 y PROPOSED BUILDING USE DATE /jF''9� RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- -Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ............ $ Revised Plan Checking.Fee ....... .$ 2. SCHOOL DISTRICT FEES R / e (paid at District Office) 3. SHE FEES (paid at Building Division) /- Residential ..... . . . 34.0 x $360.00 = $ �lfl Units Commercial (sq.ft.)... x . $0.03. _ $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) - Residential (per unit) . x = $_ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. - Amt. 5. RECREATION DISTRICT FEES (paid at District Office) a 6. THERMALITO DRAINAGE DISTRICT FEES �A`00 (paid at Building Division) 0 7, SRA FIRE INSPECTION'.AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER : At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT J G <�/:"c r DATE - 77 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).. Original -Building Div. 2nd Copy - Applicant 3rd Copy --Owner (Rev. 2/97) �,n COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER Alh1p�-II)e-k PROPOSED BUILDIN46 USE 'veli l _,ell - 1. BUILDING -PERMIT -FEES -- Balance Due .......... * ...... $ Additional Fees Due ............ $ Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ &2 2.�'SGHOOL DISTRICT FEES District(paid at Office) 3. SHERIFF FEES (paid at Building Division) Residential ...... JA 1) x $360..0 Units Commercial (sq.ft.). x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) x $ Amt. % Commercial (sq.ft.) . x Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 51.0.00 (paid at Building Division) , 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building.'Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P; # 7 1 DATE RECEIPT # DATE REC I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE" - Pursuant to Government Code Section' 66020, you are :h,e,e'by notified that items -2,3,4,5,6,8,9, and 10'above may have been, impo's6dbh yodr. project. You have 90 days from date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements fora protest are. specified in Government Code Section 66020(a). Original -Building Div.' 2nd Cvopy'-"Applicani 3rd Copy - Owner (Rev. 2i97) ... -. . s. ... r.`r'K ti. � - .,. ..i�'..: -..... ., 4^ . -._ � .. � - ... ,n . �♦... , .- ..+ . ,r •r: r.....jy,.yfr;y, , . r . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) � a r. School District Building Department No. A.P. Number' ' ! f� 0 l rr' _Jurisdiction: i City ®County Property Owner ��—eu Property Location/Address Subdivision 1` Lot No. ^ tr000r mans reviewea oy acnooi vistnct rersonneo Residential DevelopmentSq. ...........................................................................:......................................: Don 31 D Footage �p No of Living Mobile Home Addition/ `Supplemental to Group R) Units Installation Conversion P&mit # P O- .. 4 c (No foundation inspection): (Street Address) (Phone Number) Commercial/Industnalk_z` "� =4'ts x ` : ^-` Y z: j +, -». 4:+n 147k -. _ _S > —% -:.. ,�....:#�Sq.hFootage :. t:. +. i. : �,�. _•. New Addition (Including Exterior Roofed Areas) Building Department Date (City) (State) a. (Zip Code) has complied with the requirements of Resolution No. � O' 9 i by payment of $ 30R. representing 1 `� square feet. AB 2926 $ " FULL MITIGATION $ .School..District Representative - , a Date Paid by Check # 6 Remarks: Notice: You may protest the imposition of the fees, identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, .subsequent to the School District Representative signing this Butte, County'Schools Impact Fee Certification Form, the School -District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellovv (building department), Pink (school district) feeform.As (10/98)dmm tr000r mans reviewea oy acnooi vistnct rersonneo District Identification No. Don 31 D CO D School District certifies that d &RAU (Applicant) P O- 4 c (Street Address) (Phone Number) (City) (State) a. (Zip Code) has complied with the requirements of Resolution No. � O' 9 i by payment of $ 30R. representing 1 `� square feet. AB 2926 $ " FULL MITIGATION $ .School..District Representative - , a Date Paid by Check # 6 Remarks: Notice: You may protest the imposition of the fees, identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, .subsequent to the School District Representative signing this Butte, County'Schools Impact Fee Certification Form, the School -District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellovv (building department), Pink (school district) feeform.As (10/98)dmm January 10, 2000 Steve and Dorothy Whitlock P.O. Box 491617 Redding, CA 96049 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 033-310-074 Building Permit Number: 99-2812 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: le PI an is in lineup for structural review. Our engineer will contact you regarding any questions from that review. /- Enclosed is your school fee form. Pay any required fees at the school district office and return yellow copy to the building division. /- Provide detail of attachment of ledger for the deck. The attachment shall not be accomlished by the use of toenails or nails subject to withdrawal. [Section 2320.13 UBC] 'Recieve.cJ� 2 • � • <'� ProvideMin for attachment of metal guard rail to wood deck. GIW Z • 8'• OO ev%A If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Russ Collar Greg Pietz APPROVED Permit clearance ❑ CONDITIONALLY APPROVED Genera/Information Owners Name: Same as Computer Information: [2 No ❑ Yes Address: Proverty Information ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: 9c) f Date: l� .1 Zone District: -v:- 2 — S Date of Zoning Ordinance: General Plan: A Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan allo, ❑ Yes , Vlolation Area jj No ❑ Yes AP #: 0l t/ —a/D —. co Specific Plan No ❑ Yes ❑ Chico •. ❑ D2N ❑ Cohasset Enterprise Zone NNo ❑ Yes, check use Floodplain ® No ❑ Yes Zone: , Panel Number: 0 7 Watershed Protection Zone No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory , ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other - Proposed Use Complies With: General Plan Zoning ' Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit - ❑ Accessory Building Use Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zonin Code Str Hi hwa s Fire Prevention Subdivision Ma Front Side I �0) Side street Rear v C Height L9 0 •111'1 • 15■' �1 t Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Legal Access Provided: ❑ No ❑ Yes Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Required: ❑ NO ❑Yes ❑ No ❑ Yes, Road Name: - E] No ❑ Yes *Map Date of Recording: �""2, — 8� ?�� qp Lot: �� Block: Book. —] 2 l 1/ :O O Page. Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ construction across property lines is not permitted (See Land Development for a Merger Application/Lot line Adjustment). ❑ Compy with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: GREGORY ' A. PEITZ ARCHITECT' 383 RIO LINDO AVE., CHICO CA 95926 (916)894-5719. Structural Calculations For: AR�yi A Y A' �k �r O NO C 21283 4 Q REN: ( �� �QFr`\F v. ,n ,n t•t-I. u, u. u. EM.I., xxx InI,tn 000 ,n ©O N �v^ c+ ci cv Ci 911 C4 �J U4�1 . Lrsa 1, .E 2e.-./ s. g( .1, 81 . . I fi • Jrt ri e e- ij s.M + !S ;` 140 1 •: ai Ttv +'F �"�; �' �,' 7 ;a ;i��"i,' } � Y�, � 1'�t- CJ } yy �� �•;�' r � ? 1 `' ' � �� ' ' '+r ��� �� Gti `, � � t.i� � 2' ri,' a{� fk '(, : c(• t i'• } ; �'*i5.: ,i �r 42i 5.:+.-yt 'j, a:{•<_ j; }v ii4 k.: ..� _. }a-:+ 'R'y'a x,,. .1T: f •'",Y S.1r .?<,��3 TL`. .. 1: +. (, y,. w..i "�yYz sr', •i IS j y 2 4. • A •:1a Y�1 4' i t' t•" 1' t .t. }{ti 's _'^` j• 1'• ,�,'T y fh . �J r. ? ' �. j .1. ,:t `, J +ir•. ,�( -�Y• 4.t� - .x•W� I -n-•+ rw•'{JR li ..I.�i ' /,414t .s� w , t.•n• 'a }�a .1 1 � r 1 /') �j �' 1 1 � ,,17 � "{ ��/l •• 1 � O i:. 1 i � t ri.+! 1 l: i •e A. ✓ �Q S -} � _ ;. u,a , is �. FF� j,,.. i .� Y • ,.�1 +•'} � ,a/ �.' / �/. 1. � /� I .� Mw / r N ..r+ � ...,{.:,.w.+ +.�-.+. h .rv�. � W W W I f y 11i 7j!" 77 { LU t � ' .t _ � �i� v •, - t �. {00 ��� i , 1. ' ' 1 � IH.,F .•� , �: v .rj-�..• M!:r % N•l r1'v�f '{ �• • r� � ..�,.,r:ai,. f... - �, �/N_ I' (/i�_'/Y. �..� �+,:kir+.' t � ( Via`-_'{'r.,.Syy+• .T�... �.S >i a;^�� r � �� `. . N H h t x } a ,4A y i. I. ,. ;.i x:i t t r 1 Gt 1 �� ` 7 _ _ 1 - i +..,..�f 1 ' }� , i Jw. •i. _�__. :�,t�P�f - �.JjajL�...,✓}' p..:ti' L. i .S» a'(.„�.•L i. _1. 17 / "" f �l� +' :1�//U�//A/�y-' ��.w..`. O. /(j'. M{:.�.� f.iY-/ ; I : .`y'k '!". i ' ��. :++:. !. i t t . .i .. ,ti iaif,:t� r _ f, ' ..:•2 ... \...3..L.. ' r. _.t. —4 1 .•:w}iwV .i t.ait.%4 4 +. ..• ,.,r,w•) iw ., AL • i {. i / �I ..1, t ..j„ w �r i.. �.. ;- ( ' t . 'jr _! _� ; { ','x �> t u , Tt:��d-� ,,"_ �•.:+.-" i , i i r •i ' '_ F_,F„ a 4}I� 1 � > }I" L t.- .....� t5j. M �.4 7.� 4 a _ 'per i- slr? C.'� Z5F . >o ::! r(•� —i• 2r4 '•-•-. / Al Y .".��rlT%��' / , 7 p' ! }pry' ( t ..i j l -r y4�T4.t.� 1 4 I1 , .•:r,v♦ T'i r .1 .:r � .. I� ._r-•�T-u�'-.'. f �' .lY �. •. �. _.,.ka... ....4.,T. Lwi�.w � - ,.x.11.' �. i� r. t .�.. .. , �t `.1 h� .t•�L *''^ ��y �I 1. � �+. '�:.� _.�y.2� � , ,M.. (... ..L. ..lsa..l+. ! u S f +. 1�7, }r wi.�... }« 'i...k•i •}.yy Jm •- / t -y � ti ). -� J �- i 5- R"�ih _ , �. ! ..y, � is l++--. E � "� �. i.+•t:•�-.. ::,i...; .w ..-1T. .a.. ..:s._ :. w:•. .. 1« .:L«:r.i..a•.. "�' „•, _w Ley.,. �.ir..«+.r w.u-4'.-'.w..c�*« ��''yy > + t . CJI. C t.: :x •iM1 .x 1t r:i • t � I ` , ar- 1 r, +{..�•• � ,.}., ..+..i ( � ..y •' -. �-� t yin• rC�. yi".� •h` w.-1 � ..� ',. • �' � ,. , -. t ' ,G. }*H � `�.�' - '~ .�.` .� •3 Ti) r 4ti!, , � .Y� �.! � � G t � . , !J 1. 1. Y.•. �', 3 ' 1 � { .` �, 111 � �.. �...-.. _. (v E , , 1 � %• � e., f; t, � a,s !� ..; r_ }f �-,. '# . -'i •1 E � iYyi'- ar i -- , }- '` ` } if '., , I' i 1•,lv. , a. �. 1. ' - '�- t.. 1. t�f at( yr > �y L -'i , t ;,r " r M -riM V �.,- ' .oT r. r •1 .-.. `��q...{L -W� \' � ' .J' , - � ��' ��r• 7 : ~'" -0' • •aid •� ,�t��2� : C-�J C-g� ,� � . CP'�t,�, (� � �� ' r°� y`;�i° .. . . pal c^' "M.•"r•'J{ :F. - n ^ �.r♦ J� t r..i ' S �%Y%N /' l'' ,`)� 1.:,.... - r 'tib a t. ;f fa '+�' r '!}Y+r-�F. ...�.. rJl s! t i', 1+ K: � r `� �� f ' � i,1 � r.y t 1• ,r 000, ' ` S 'tr t /� i '/ /. S•� 'i 14rY.��o •_/ N )/1n •'.� �/t�/n Q '1!1111 x m'I -m1 m ��� t. i�i �' �� �p•� t f �"i tf r•.c: �(t, 3'k�;: ,.�' i .. ! �• ` ��K. �S .w, .-/� xTf.1,r. t f II y5 •ifi Vt'�� �B�F�, ` e "'t. �'} = G !••''� FtFt ,� I I1 S.v� �� F .`�6 � t4kQ A k� �rtT' �41 +►t't���� IA4�` 1. �. t � _5� .�1�;: � + �9: r,. ,k� j}"r' ij`?ii• w7„t' Ll s;ti' .� f4e, ' rc ,.I #,. ° ,(yJ( c 1.. ' a�'-^' � •»; ii � _, SI x �i1[�,��'i+r €' ��r v. ,:3 (r y ��({• iey'r�,;'7 _ s 7�Vr •C � '�i 3; k"'w` t��. y ,. , �. ` - `` 1 Itt. � � ,. ' 1 •d I ) 3cA �l , 1 It 3 {4 i �r ( rr ilii• 'd: 1l t j!o• I+ ,.y) i. 1. 1 .L • �;' �•. . i".,••«•+fir t 1�Cr % -f 7}J�i. ��• 1��1, )1 +� {. `� t,u . jt. �. y;',' tt'a 1 j "•.y , y r �} t [ 1 i --�1 _ . 1.. Y, .� t ! f ;w Alt r.�c.. s L.I1"1, $,. lt• i S }, t 1 }, 1 {t,,; - �) �' fir, �"L � /! � � 3J 1 � !' �S 3y�R� 'C f t l • 't , .,.ra t 4 � �� (� �A �� at< ' .{�.•, �l�l �. �`�' i ,.. I ., t �n!t.iy ,. tj ,� li- �.: , !.•i ' ,. w � •a�,t nth.+ - s ..,. t .. •r., ,a '.c y63w 3—�•....-f..:.-),.... •� 'i. 1 t ': 3i J.4 3j,'(.• °• �I i t i' r. Z •ii . ! y r i � '' Y Yt :. ' r - 'j • 1�� j (•ar � . i' t', .. i' ,i•'.-•.ir-• .'� ,..ait. '(.. ' ...t ...r i'• . I - {I'�' L./ t .. � ' 1 �.'.J r ��+' .. �, i : � 1' .. f �. i-n� 11'• ;•t .4! 101 � � i i �• j '' �^� '''• ! _' ,! i_ �, •t g �, , I �' 1 { 1 - is{ ,� � ` ', , W W Wif All t li .c 1.,. _ ...., �.� .�cs �t, + (' .. r..t i ''� j .-.��1ii.li� •y::_•irk, • . "`' .I ,_ It It .. f•� 1, �T «) f / /✓i� /, _ ,1 � •'' ) ��{i •'` I 1 '`F � __.�.. �. 1 .��j #:.... � ! ''�� r ¢��i+ t•r ' t�i. ( ,c r � 1 ., i . } q} t .} ,.t, �•- 1 �j( C {i it ♦ r,}� � 4„ .� .A Fr OP 's i} .I'.• (. 1. 1_ t ti y, it �. ' L?�..�!L,�i -.' • �!T.�'�� ' .P c -.Z� y-'-' ;1, �,*-e = S. X9/11,5,.= -. . .f.-..•� i j i ' 1 :�� r;i c 4 j• Y " ! Ilk { } it 4- l for,'4 �.. tt w'+rI+N •,.r t. Y i ft .j�.tt -!!1` t• t '. • $'955 ,• ' x 1 � �• ` ! � 1 � �� �;.j � ' �Y', j• jJ ` .{F�� Jj�,r. tl� t. .yft �', ]. t' ;' 3! •�. w...:«.rnJ•., a1r». •� •;.�._ �.:�-r» 3- ..C..�f 1..••-.• .�.:,} t F.yr. ..,.i,.�_: .«(M....,t:_ .�..cw '.'•"�' ,' t�" ,�..� q , It y4 �.I wl j.. 1 i- jr .-..., *i . :.'.{ •�..:>, -..1• •�:. iI t' r 1 � ,,.�. .._. ��: 3' c _ .t .rri �� ' 4 1`t • Alp r,•r. �•'{..11., ..� .i,•.. .. ..... � .� :: �l:., �;.,.:•-r'i �a.:l t l,,rl l F,....,. �...� ....w..,,:.Jw .,i .1,:., �.• .... ` t � �a�. �;1. �•,:» t. �s�, [ •j r] r ij 7iS[i[ r !r i • • , ', J a 7i•t SSL , - c +• f - - - ._.., 7• 'F 3•:' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Whitlock Residence Date..12/31/99 13:04:34 P t Add C rojec ress........ oneJo ane Chico *v5.00* Documentation -Author..: Marty Runnells ******* Bu ng Permit Energy Calculation Services Q•QQ 1907 Mangrove Avenue, Suite E Plan -Check Date Chico, CA 95926 = - -- 530-894-3422 Fie .0 ec Ds.te Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99349S Wth-CTZ11S92 Program -FORM CF''IR User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence GENERAL INFORMATION. Conditioned=Floor Area.... Building Type,............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 1196 sf Single Family Detached New Front Facing 120 deg (SE) 1 1 Raised Floor 18.9 % of floor area 0.66 Btu/hr-sf-F 0.68 Exterior Shading. Over- hang/ F,i•ns Standard Yes BUILDING SHELL INSULATION Area Component Frame Cavity Sheathing Total Assembly Value Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 FRONT, LEFT 0.680 Standard Window Front (SE) 24.0 KNEE WALL, BACK 0.680 Standard Window Left (SW) 6.0 RIGHT Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED F1oorExt n/a R-19 R-n/a R-19 0.049 RAISED FOUND. 0.680 Standard Window FENESTRATION (NW) 14.0 Exterior Shading. Over- hang/ F,i•ns Standard Yes Standard Area U- Yes Interior Orientation Standard (sf) Value SHGC Shading Window Front (SE) 32.0 0.650 0.680 Standard Window Front (SE)• 24.0 0.650 0.680 Standard Window Front (SE) 24.0 0.650 0.680 Standard Window Left (SW) 6.0 0.650 0.680 Standard Window Back (NW) 6.0 0.650 0.680 Standard Door Back (NW) 20.0 0.650 0.680 Standard Window Back (NW) 14.0 0.650 0.680 Standard Window Back (NW) 24.0 0.650 0.680 Standard Window Right (NE) 24.0 0.650 0.680 Standard Door- Right (NE) 20.0 0.650 0.680 Standard Window Right (NE) 24.0 0,.650 0.680 Standard Skylight Horz 4.0 0.800 0.730 None Skylight Horz 4.0 0.800 0.730 None Exterior Shading. Over- hang/ F,i•ns Standard Yes Standard Yes Standard'', Yes Standard Yes Standard Yes* Standard- Yes Standard - Yes Standard- Yes Standard. Yes Standard..;.. Yes , Standard';,, Yes None one None None TT Q0UN 9 N PC) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title............ The -Whitlock Residence. Date..12/31/99 13:04:34_ MICROPAS5 v5.00_ File -993495 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence Minimum Equipment Type Efficiency Gas ACSplit Tank Type Storage 0.800 AFUE 10.00 SEER Heater Type Gas HVAC SYSTEMS Duct Duct. Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type Attic R-4.2 No. No Setback Attic R-4.2. No No Setback WATER HEATING -SYSTEMS Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value Standard 1 .61 40 R n/a REMARKS ASE ... ..?..l.u:.,.2.r.,.l- e.lm..l ..ol.:,,, mi::-�.o%,.t.......... �. ....t. .. .. .._�. .moi.. -.... �. ...... CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R PrniPet Title_.:...... ...The Whitlock Residence Date..12/31/99 13:04.:.34 MICROPAS5 v5.00- File -9'934'9S Wth-CTZ11S92 Program-FORM.CF-1R''. User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and perf.ormance specifications needed to comply with. Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has.been signed by the individual with overall design responsibility. When this certificate of compliaribe is submitted for a single building plan -to be built in 'multiple orientat,ions,.,,;: any shading feature that is varied is, indicated in `the Special °F`eatures Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... 5 Calms Name.... Marty Runnells Company. Company. Energy Calculation Services Address. Address. 1907 Mangrove Avenue,'Suite E Phone. L( -76'7_7 License. 0 0 Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date Chico, CA 95926 Phone... 530-894-8466 Signed.. t .t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Whitlock Residence Date...12/3.1/99 13:04:34 Project Address........ Conejo Lane ******* Chico *v5.00* Documentation -Author..: Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E P an.0 ec Date Chico, CA 95926 — - 530-894-3422 Fieid C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomn. Tnr_ MICROPAS5 v5.00 File -99349S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence Note: Lowrise residential buildings subject to the -Standards must contain'`these measures regardless of the compliance approach'used. Items marked w 'thh'•an asterisk (*) may be superseded by more stringent -compliance requirements listed on the Certificate of Compliance. -When this checklist is incorporated into' "the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures.whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). * Design- Enforce- er ment 150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. — 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control r_ c. Flue damper and control TTI_ COUiL V 2. No continuous burning gas pilots allowed. RIMMING DTME MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Whitlock Residence Date..12/31/99 13:04::3.4,;_ MICROPAS5 v5.00- File -99349S Wth-CTZ11S92 Program -FORM MF -1R.- User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.. , 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150 (j) : Pipe and Tank -insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. _ 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off -switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. --_ b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliance Nu with pilot < 150 Btu/hr) .t.;�1 I i NG DEPAR� p V. �``'� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 i MF --.1R Project Title..-. ..,The:.Whit ock Residence Date..12/3,1/-99....1-3::_.04,.:34 MICROPAS5 v5.00_ File -99349S Wth-CTZ11S92 Program -FORM MF -1R: User#-MP1333 User -Energy Calculation Servic Run -11,96 SF Residence LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general, lighting shall be controlled,by a switch .on a readily -:,accessible lighting control panel at an entrance t). -the kitchen: 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire--with lamps with 'an .efficacy 'of' 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment i . , . e. ':t f. . gTTE CO 7 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title........... The Whitlock.Residence Date..12/31/99 13:04:34-F Add C ******* Project ress......... onejo Lane - Chico *-x5.0,0* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-3422 Climate Zone 11 ........... BUILDING Building Permit P an. -C ec Date Field Check/.Date- ec Date. Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99349S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence Zone Type HOUSE ' Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume........ Slab -On -Grade Area......... Glazing Percentage......... Average.Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1196 sf Single Family Detached New Front Facing 120 deg (SE) 1 1 ReducedYear Raised Floor _ 1 10408. cf 0 sf 18.9 % of floor area 0.66 Btu/hr-sf-F 0.68 8.7 ft BUILDING ZONE INFORMATION - MICROPAS5 ENERGY USE SUMMARY # of Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.26 16.63 -0.37 Space Cooling.......... 17.75 19.38 -1.63 Water Heating.......... 18.54 15.65 2.89 Total 52.55 51.66 0.89 *** Building complies with Computer.Performance *** Zone Type HOUSE ' Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume........ Slab -On -Grade Area......... Glazing Percentage......... Average.Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1196 sf Single Family Detached New Front Facing 120 deg (SE) 1 1 ReducedYear Raised Floor _ 1 10408. cf 0 sf 18.9 % of floor area 0.66 Btu/hr-sf-F 0.68 8.7 ft ME Cao PPover BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1196 10408 1.00 Yes Setback 2.0 Standard No ME Cao PPover COMPUTER METHOD SUMMARY Page 2 - C -2R Project Title.......... The Whitlock Residence Date.11.na.'Za MICROPAS5 v5.00_ File -99349S Wth-CTZ11S92 Program -FORM C -2R- User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence OPAQUE SURFACES Surface Area (sf) U- value Insul R-val Act Solar Azm Tilt Gains Form 3 Reference Location/ Comments HOUSE 1 2 'Wall Wall 288 0.065 19 120 90 Yes .None FRONT",,. . 3 Wall 202 0.065 19 210 90 Yes .,..,' None LEFT;:'';'s'. '"WALL 4 Wall 42 304 0.065 0.065 19 19 210 9'0. 300 90 -Yes Yes `None "'None" KNEE 5 Wall 182 0_.065 19 30 90 Yes BACK'- None RIGHT 6 Roof 668 0.031 30 n/a 0 Yes None TO ATTIC 7 8 Roof FloorExt 1196 536 0.031 0.049 30 19 120 14 n/a 0 Yes No None VAULTED None RAISED FOUND. FENESTRATION SURFACES Orientation Area (sf) U- Value Act SHGC Azm Exterior Shade Tilt Type/SHGC Interior Shade Type/SHGC HOUSE 1 2 Window Window Front Front (SE) (SE) 32.0 24.0 0.650 0.650 0.680-120 0.680 90 Standard/0.76 Standard/0.68 3 Window Front (SE) 24.0 0.650 120 0.680 120 90 90 8tandard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 4 5 Window Window Left Back (SW) (NW) 6.0 6.0 0.650 0.680 210 90 Standard/0.76 Standard/0.68 6 Door Back (NW) 20.0 0.650 0.650 0.680 300 0.680 300 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 7 8 Window Window Back Back (NW) (NW) 14.0 24.0 0.650 0.680 300 90 Standard/0.76° Standard/0.68 9 Window Right (NE) 24.0 0.650 0.650 0.680 300 0.680 30 90 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 10 11 Door Window Right Right (NE) (NE) 20.0 24.0 0.650 0.650 0.680 30 0.680 90 Standard/0.76 Standard/0.68 12 Skylight Horz 4.0 0.800 30 0.730 120 90 0 Standard/0.76 None/1 Standard/0.68 None/1 13 Skylight Horz 4.0 0.800 0.730 120 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin "Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext. Dpth Hght HOUSE 1 Window 32.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 24.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 24.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n%k n/a n/a 4 Window 6.0 2 3 12.6 1 4 20 n/a n/a n/a n/a n/a n/a 5 Window 6.0 n/a 3 6 .33 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 20.0 n/a 6.67 6 .33 n/a n/a n/a n/a n/a n/a n/an/a 7 Window 14.0 n/a 3.5 2 5 n/a n/a n/a n/a n/a n/a' n/a. n/a 8 Window 24.0 n/a 4 2. .5 n/a n/a n/a n/a n/a n/a- n/a.: n/a 9 Window 24.0 n/a 4 10 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 n/a 4 10 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 24.0 n/a 6.67 10 0 n/a n/a n/aj" � j4a n/a n/a aid!LDINQ DEPARTMEN. {t 9"VEn COMPUTER METHOD SUMMARY Page 3 C -2R Project Titl.e....:......: The Whitlock Residence ;.,Date.._. 12/31/99 13:04:34 MICROPAS5 v5.00_ File -99349S Wth-CTZ11S92 Program -FORM C -2R,`; User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence System Type HOUSE Gas ACSplit Tank Type 1 Storage HVAC SYSTEMS — - Minimum. Duct Duct Tested Duct ACCA Duct- Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No NO. 0.737' 10.00 SEER Attic R-4,,`2 'No'. No.i> WATER HEATING SYSTEMS. Number Tank External in Energy Size- Insulation Heater Type Distribution Type System Factor (gal). R -value Gas Standard 1 .61 40 R- n/a REMARKS JLrffE CO Mr N uv HVAC SIZING Page 1 HVAC Project Title.......... The Whitlock Residence ' Date..12/31/99 13:04.:34 Project Address Cone'o L ******* ••••.... � ane Chico *v5.0a* Documentation Author... Marty Runnells ******* BuiIding Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E P an -C ec Date Chico, CA 95926 — - 530-894-3422 Field Check/ Date.. Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99349S Wth7CTZ11S92 Program -HVAC SIZING. User#-MP1333 User -Energy Calculation Servic Run -1196 SF Residence GENERAL INFORMATION Floor -Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude......:.. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1196 sf 10408 cf Front Facing 120 deg (SE) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F- 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Opaque Conduction and Solar...... 6970 Glazing Conduction ............... 6368 Glazing Solar .................... n/a Infiltration ..................... 6582 Internal Gain .................. n/a Ducts............................ 1992 Sensible Load .................... 21912 Latent Load ...................... n/a Cooling (Btuh) 3921 3554 7827 2163 2100 1956 21521 4304 Minimum Total Load 21912 25825 ; .. ... ....1 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. RIMMING DEPARTTVR LONGFELLow LUMBER CO. IN'Ce- • Quality Truss Design* ■ -Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: (focCAQ_ C0Ns 7 Job No: .R C-E''$E Address: �O'�o � ' AN or ?000 colco AP#: 11-3/0— 0` - BUTTE ��tli°:I BUII,D;1�G DIVYSTY ION G�/Nl yt.OG f'C Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED'INSPECTION Timber Products Inspection, Inc. r P.O. Box 20455 �is���.DING ®EP�;RTMEN Portland, OR 97220 - (503) 254-0204 , g"" O„ a,„ LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing.ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. Cl Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. CO�u9R. %(./Hi7�oC� AME COU ' 7�ALDING DEPARTMEN APPROVEn PA GAUI L I NU 111 I A I I S I121116DA(K IHAIL ll) LEIIGER 12' ILC. 1 IURA(EO AT 55' 0.C.) � UGAn LEDGER MAIL 10 VERTICAL W/2-I0J IIAILS) (K► SPACIIG FUR 113 = 56.0' D.C. REFER. III S1f1'SIVI CAIALOG C 9111-I FOR PRIXX)CI AIIACIYILIII SPECIFICAIIUII (ATTACH A35 III Fl OIREC11014 IPI) LEPICifll 1X3• 2-0-0 0 0-1-0 (N) I3-0-0 (G) SEQN 25450 DIIR.FAC. 1.15 IS 11 7-0-0 15-6-0 11 6 BETTER. 7-9-0 15-5-0 (111 7-9-0 IS -6-0 6'0.0 r HAX I I ISI) (H) 2x4 F.L. OR II.F. 12 OR \ / DIF, SIP.OMGOACK BRACE . \SI )\ \ (PI) PEAK PLATE 10 HAICII CIVY(VI TRUSSES. (Si) SPLICE PLATE 10 HAICII CO -901 TRUSSES. (111) IEEL PLATE 10 HAICII (MI.1111 TRUSSES. (0) IPIIDII 10 WED FLAIIIK; USE 131-2' WIRE STAPLES (11.11)2 UTA./15 GA. ) InFJIAILEU IRRII CII(IRII 111111 WED 6 II1131 WED I1110 (TURD 011 (VIE FACE FUR A 10I:.L (IF 6 STAPLES. IN 1. ISI ) l (111 ) IU)SI BE PLAIEO. IG) GABLE Ell) OESI01 BASED Oil 7511PIl x1110 LOAD. EXPOSURE 'U' AT 0-25 Ff. HEMI HITS 11111, PRIPAIIlU 1110)1 CUIII'Ulfll I111'UI (LUAUS d 11111111SIUUS) 51111111 1 1 111 UT IIIIISS IIIA. RUY HAIERIAL 6 - IBJ (DIV[VI BLOCK NAILSGAELE EMD --(MI 2X LEDGER — C0111101I TRUSSES S I RIIIIGOACY. ORACEU At 55' O.C. (C) IX4 COHIIIIIIIIIS LATERAL ORACIIIG FOR GRACE (SIRUIIGOACK) MEMBER LONGER IIIAN 72'. AITACII At HIOPOIHI OF EACH GRACE 7/2 -OJ CCOIIHIIII NAILS. 24' HAX GABLE NOTE: LIMOS TO BE 2X4 FIR-LARCII 112 Hill. TIME: 11115 DETAIL HAY BE USED FOR MISSES Willi PITCIIED O.C. ALSO. PLATE Tux. WED DUILOUKER PLT TYP. Have TPI -95 It Design Criteria: TPI -95, O O O O ••YARNING•• TRUSS'S Af OU1l( (3111 M[ CAL( It fADAICAIIDN, HANDIIMG. SHL/PING. IMS TATTING AND (LACING. Off(& 10 MIN -11 (NANDt ING IMSIAt(ING AND IAACINO), ►U9l IfHIP By 111 11RUSS IIAI[ O Q Iti111tl1t, St] D'OtOf 10 01., fY11I 100, MADISON, YI (3119)• FOR fAF[lT /RACIIC(f /AIOA 10 I(RFOAMI tG IN[3( FUSC (IOM f. YMIISt OINCIWISI INOICAIIO. 101 CHORD SHAtt NAY( FA0f(ALT AIIACH[0 C---� 1� IILYCIYRAI tAN(lf• IBI IOM CHORO SNAIL RAY( A ►AO►(AI.T AIIACH(0 01010 CI(I IND. lJ '•111►ORIANI— FYNNISM A COF1 Of IRIS DIfIGN 10 IN( INSIAIIAIION CONIRACIOR, Al►IM( IMOINI(NIO O ALPINE O ►IODYCIf, ILC. fNAll MOI 1t SISPONS11l( FOA ANY O(IIAIION FROM INIf DISIGN; ANY FAIL A( 10 INIlO IY( IStllSIf IN COST ORMAMCI IN 111; OR FAARICAI IMO• HAMDI IMO, fNl►f IMO• IMSIAll A1101 OR tlA(INO 0/ IAYH(3. ...IS D[fIGM CONE OAMf YIIM A►Il ICA9lI ►MOtISiOSi Oi MOf (MAlIOMAI OIfIOM 1/ICIf ICAI IOM /Y@11$HID 01 IN( AMIRICAM F01911 ARO fAl(A ASSOCIATION) AND 111. ALUM( •�'•��� CONA(CIOAf ANI MAD( Of TOGA AfIM AII1 OAS1 OAII. 11(11, [tC[/1 Af M01(0. A►flY COSM(CIOAS 10 ` IA(M FACT Of 1NYf3, AND YSll3f 01 N(NYI S[ lOCA110 OM IVIS Otf IGM, fOf 1110M CONNICIOAS LIR I� I—I ^ I-1 DLAYISGf'130. 160 AND ICO A -F. AN (AGI1t(A'S HAS 01 INIS BRAYING Alfll(f ONLY 10 INC O(SIOM Of INT IAUSf DI/ICIID M(At AND SIIA1l N01 Of 111110 U101 11 All OIIIIA NAT. ]-Ind BRACE UAILS EACH EIII OUTLOOKER CRITERIA 3.5' nAx. 1'/P. 110101 R 24' O.C. 1.5' HAX,' 12' Hill 24' HAX 2X4 F.L. LMDER GRADES LEPICifll 1X3• 2-0-0 2X4• 0-1-0 3x4• I3-0-0 DUILOUKER PLT TYP. Have TPI -95 It Design Criteria: TPI -95, O O O O ••YARNING•• TRUSS'S Af OU1l( (3111 M[ CAL( It fADAICAIIDN, HANDIIMG. SHL/PING. IMS TATTING AND (LACING. Off(& 10 MIN -11 (NANDt ING IMSIAt(ING AND IAACINO), ►U9l IfHIP By 111 11RUSS IIAI[ O Q Iti111tl1t, St] D'OtOf 10 01., fY11I 100, MADISON, YI (3119)• FOR fAF[lT /RACIIC(f /AIOA 10 I(RFOAMI tG IN[3( FUSC (IOM f. YMIISt OINCIWISI INOICAIIO. 101 CHORD SHAtt NAY( FA0f(ALT AIIACH[0 C---� 1� IILYCIYRAI tAN(lf• IBI IOM CHORO SNAIL RAY( A ►AO►(AI.T AIIACH(0 01010 CI(I IND. lJ '•111►ORIANI— FYNNISM A COF1 Of IRIS DIfIGN 10 IN( INSIAIIAIION CONIRACIOR, Al►IM( IMOINI(NIO O ALPINE O ►IODYCIf, ILC. fNAll MOI 1t SISPONS11l( FOA ANY O(IIAIION FROM INIf DISIGN; ANY FAIL A( 10 INIlO IY( IStllSIf IN COST ORMAMCI IN 111; OR FAARICAI IMO• HAMDI IMO, fNl►f IMO• IMSIAll A1101 OR tlA(INO 0/ IAYH(3. ...IS D[fIGM CONE OAMf YIIM A►Il ICA9lI ►MOtISiOSi Oi MOf (MAlIOMAI OIfIOM 1/ICIf ICAI IOM /Y@11$HID 01 IN( AMIRICAM F01911 ARO fAl(A ASSOCIATION) AND 111. ALUM( •�'•��� CONA(CIOAf ANI MAD( Of TOGA AfIM AII1 OAS1 OAII. 11(11, [tC[/1 Af M01(0. A►flY COSM(CIOAS 10 ` IA(M FACT Of 1NYf3, AND YSll3f 01 N(NYI S[ lOCA110 OM IVIS Otf IGM, fOf 1110M CONNICIOAS LIR I� I—I ^ I-1 DLAYISGf'130. 160 AND ICO A -F. AN (AGI1t(A'S HAS 01 INIS BRAYING Alfll(f ONLY 10 INC O(SIOM Of INT IAUSf DI/ICIID M(At AND SIIA1l N01 Of 111110 U101 11 All OIIIIA NAT. ]-Ind BRACE UAILS EACH EIII OUTLOOKER CRITERIA 3.5' nAx. 1'/P. 110101 R 24' O.C. 1.5' HAX,' 12' Hill 24' HAX 2X4 F.L. LMDER GRADES HAX. LENGTHHAT-TEMIll WIT11GUT BRACIIIG IH! W/ SIROIIGOACK BRACE (S) STAIIOARD 5-11.0 11-10-0 03/19/90 ORW C0112 SEQN 25450 DIIR.FAC. 1.15 FROM 11 7-0-0 15-6-0 11 6 BETTER. 7-9-0 15-5-0 SS 7-9-0 IS -6-0 �OQROFESS13 W 'A 4- Oe �, �5 ^ cis * * CIVIL�r�fOiCAIiF��� TC LL TC OL DC DL DC LL . TOT.LD. 30.0 PSF 15.0 PSF PSF 0.0 PSF 50.0 PSF REF R992 DATE 03/19/90 ORW C0112 SEQN 25450 DIIR.FAC. 1.15 FROM PDC SPACING, 2X4 1.3X3 CEILING.JOIST LIVE LOAD (PSF) DEAD LOAD IPSF•) DURATION FACTOn SIZE GRADE TILLS OWG. PREPARED FROM COHPUTEn INPUT (LOADS 6 DIMENSIONS) SUOMITTEO BY TRUSS HFR. STANOAnO .JACK DETAIL SPACING a 24" O.C. OEFLECT[ON CnITEnIN: (LIVE LOAUI IMAFTEn SLOPES < 4: 1L' - L/240 IIAFTEFI SLOPES > 4: 12 < 12: 12 - L/ 1.110 CEILING JOIST L/240 IT IS THE FIESPOMSIOILITY OF TIME WILDING OESIGNEFI AND MUSS FA(JFIICATUII TO nEVIrW MIS WANING PRIOn TU C111TING I Lu�IOEn TU VEn1FY MAT ALL 11ATA. 1NCLUMIG 0114ENSIONS ANO LOADS, CUNFOITI4 TO TILE AnC111TECTUl1AL SPECIFICATIONS ANO FAOnICATOR'S TnusS LAYOUT. 1.13X3 MAXIMUI4 CLEM SPAN -I 2X4 IIE14-Fln STAN[)ARO CEILING JOIST 5 1.00 �- -FIEOUIREO IF RAFTEII NOT 0-7-0 7-11-0 7-9-0 0-5-0 7-11-0 7-6-0 7-1-0 B-9-0 2X4 XI 6 BET. FL 9-4-0 SUI-I1'OFITE0 AT ENO 8-0-0 7-7-0 7-3-0 0-10-0 nAF- TEn SLOPE 4: J2 nAF='TER SLOPE _ > 4: J2 BUT < J2: 12 16 16 30 30 16 16 30 30 7 19 10 15 10 15 10 J5 25% 25X 15% 15% 25% 25X 15% 15X --14AXINI]4 CLEM SPAN -- CEILING JOIST 5 1.00 PLATE-WAVE_TPI95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o �ALPINE� o 0 0 TRUSS o 0 0 0 o C7 0 Y DESIGN CRIT=UBC OFESSIONAL ENOL Irt SUITABILITY I OTY - I TOTAL - I 11f U 13-11-0 -jILINU DEPARiWE DATE 01/15/98 DRWG CD100 CA -ENG .Is 2X4 I1 FL 9-2-0 0-7-0 7-11-0 7-9-0 0-5-0 7-11-0 7-6-0 7-1-0 B-9-0 2X4 XI 6 BET. FL 9-4-0 0-9-0 0-0-0 7-0-0 0-7-0 8-0-0 7-7-0 7-3-0 0-10-0 11 2X6 SS FL 13 -II -0 13-1-0 II -10-0 11-4-0 12-0-0 11-I1-0 11-4-0 1 10-10- PLATE-WAVE_TPI95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o �ALPINE� o 0 0 TRUSS o 0 0 0 o C7 0 Y DESIGN CRIT=UBC OFESSIONAL ENOL Irt SUITABILITY I OTY - I TOTAL - I 11f U 13-11-0 -jILINU DEPARiWE DATE 01/15/98 DRWG CD100 CA -ENG .Is COLLAR -ROSS COLLAR - T1 26' SCI ITOP CHORD 2x4 DF -L i1 LC 90T CHORD 2x4 DF -L #1 � WEBS 2x4 DF -L Standard C_ N 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i COLLAR-RUSS COLLAR - TIC 26' SCISS SGE) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 :T2, T3 2x6 DF -L #2: Ln,10T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard LC' " 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. nL: (CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. o r C")EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N z TOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W2. X4 0 W1.5X4 s 6 I— cn E-+ 2 C-10 ,A W3X89 a (K J 3 rs. A W3X8 WM sa C=I a C-4 W3XB(A1) la z c.5 z w 2 Complete Trusses Required NAILING SCHEDULE: (8d_Dox_na11s) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. **WARNING) 2 UNPLATED JOINTS)** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24,00" OC. BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W5X4 Ea z 11.2 -0 -Oa( LC -2-0-0j 7 ( C. A1) e-- +8-0-0 13-0- 13-0-0 9 dU IE 26-0-0 Over 2 Supports ol :`4,01LDING bEP R-1749 W-3.5" R-1748 W-3.5" Co N PLT TYP. Wave TPI -95 R Design Criteria: TPI(S' •"WARNING—TRUSSES REQUIRE LATRINE CARE It FABRICATION. BAIDLING. SHIP►IRO, INSTALLING ARO C77' BRACING. REFER TO 8I9-91 (HANDLING INSTALLING AND BRACING). POBLISHED NY TPI (TRUSS PLATE C7) INSTITUTE, 583 O'OIOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO 07 P[RFORNIRO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AFTACIED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A ►ROPERLY ATTACHED RIGID CEILING. C=-'IMPORTANTC FURNISR A COPY OF THIS DESIGN TO THE IMSTALLATION CONTRACTOR. ALPINE ENGINEERED PNODOCTS, INC. SNAIL ROT Bf RESPONSIBLE FOR AMT OEVIAT IOM FRO.. TI15 Of SIGN: AHT FAILURE TO � BUILD THE TRUSSES IN COIfORMAN[I WITH TPI: OR FABRICATING. HANDLING, JRIPPI. INSTALLING IND A L P I N E BRACIIG OF TRUSSES. THIS DESIGN CONFOIN' N'TM APPLICABLE PROVISIONS OF IDS (RATIONAL 011191 C=T "EC ",AT, 01 PUBLtSNLO 01 THE AMERICA( FOREST AID PAPER ASSOCIATION) ARID TPI. ALPINE A CORRECTORS ARE NAD[ OF FOGA ASTM A653 6240 GALI. STEEL. [ICEPT AS 10110. APPLY CONNECTORS TO [ACP FACE OF TRUSS, AID UNLESS OTHERNISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DAMPINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alp'- �� ._,_,N MD PIobcb, I= RESPONSIBILITY SOLILT FOR THE TRUSS COMPONENT OESIGM SHOWN. THE SUITABILITY AUSE OF 711S �� COM►ORE11T FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BNILDINc OLSIGIIER, PER sta.CA AJSt 1.1995 SECTION I. PPRO `� E� CA - 1 - F Scale -.25"/Ft. 0. W H TC LL 16.0 PSF REF 8427--64505 TC DL 10.0 PSF DATE 12/30/99 BC DL 7.0 PSF ORW CAUSR427 99364021 r� 0-30-2009 BC LL 0.0 PSF CA -ENG AEB/GWH Dec 30 1999 : TOT.LD. 33.0 PSF I SEON - 27626 cNp.P DUR.FAC. 1.25 FROM MD SPACING MOM �� LAR-RUSS COLLAR - TND 26' SCISS ITOP CHORD 2x4 DF -L #1 Lc -,90T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard �r C"JSLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. °`' NEGATIVE REACTIONS (R--6040 MAX, SEE BELOW) REQUIRE UPLIFT (CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. 0 THE MAXIMUM HORIZONTAL REACTION IS 4291.151 *' N o IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC j z@ 24.00' OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. rn e-. V A O PG A hc] a Ts] W z z L2 -o -o.) w z6-10-15 6-1-1 a(E �i� 6-10-15 6 10 15 6-1-1 T 6 1-1 6-10-15 I 6i E COUNT fi 13-0-J f !TTiJi® 13-0- 1 re 26-0-0 Over 2 Supports ­. ) 41LOING DEPART R-1568/-604 W-3.5' R-1568/-604 W-3.5' Rh -4291/-4291 4k P P OVE co N PLT TYP_ Wave TPT-Q5\R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required NAILING SCHEDULE: (8d_box_nalls) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW ® 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CALCULATED HORIZONTAL DEFLECTION 1S 0.20' DUE TO LIVE LOAD AND 0.13' DUE TO DEAD LOAD. TRUSS TRANSFERS 143.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X4 = _T1D D B'0-0 W'i A4kA1I a LQ2.0-0J S, >n 77 —� j r7 ALPINE q ��L{.,,,, ,,,,.,,..,�,1 �Y� TA� �'' seaRlDmm,cAysazs HARMING•• TAOSSES 0.EONINE EL TREMI CME IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND NRACING. RIFER TO NI10•91 (NANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE MADISON, YI 137)9), FOR SAFETY PRACTICES ATTAR TO 503 O'ClUrSFU9CTRIO DR., SURE OTHERWISE PERFORMISTITUTNG P[lI0RN1NG TMES[ FONCf10NS. UNLESS OTXE0.YlSf 1flDICATEO. TOP CHORD SHALL HAVE PROPIAIi ATTACHED STRUCTURAL PAN EI S, BOTTOM CROAD SMALL WAVE A PROPERLY ATTACHED IIBID UILING. IMPORTANT— FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAOOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FAO" THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIIM TPI: OR FABRICATING, MANOLIRS, SHIPPING, INSTALLING AND BRACING OF iRUSS[L. TMS DESIGN CONFORMS YITN APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUB( ISNED BT TRE ilME0.ICAA fOR[ST ARD PAPER ASSOCIATION) MO TPI. AlPlt[ CONNEttORS ME MADE OF FOGA ASTM A653 GN40 GALT. STEEL, EICIPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS f(R DRAWINGS 360 A•1. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEIll A6 CONPONENTRESPONSIBIFURYARTLELY FOR PARTICULARITRUSS BUILDINGOISOTHETDESIGN SHOWN. THE RESPONSIBILITY Of THE BUILDING TY AND 031 or DESIGNER, Pit THIS ANSIFTPI 1.1995 SECTION E. 0.p1D W, y _pi (sr 8-30.2002 Ar Dec 30 1999 ! _�P �r..�L1 .„ - A - r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.D PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF kale —.c3 rL REF R427--64504 DATE 12/29/99 DRU CAUSR427 99363023 CA -ENG AEB/GWH SEAN - 27623 OUR. FAC. 1 .25 FROM MD SPACING 24.0' -RUSS COLLAR - T2 26' -ITOP CHORD 20 DF -L $1 an BOT CHORD 2x4 DF -L #1 c%j WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ' C= E` c+ -)l N W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00. OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C to —T:2- +8-0-0 TZ +8-0-0 E3 1,.2-0-0. C=3 I-6 6-9-41 6-2-12 _1_ 6-2-12 _1_ 6-9-4 1 8-10-3 T 8-3-11 T 8-10-3 a L 13-0-0 1 13-0-0 I f� 26-0-0 Over 2 Supports R=967 N-3.5' R-853 W-3.5' N -- PLT TYP. Nave TPI -95\R Design Criteria; TPI STD "YARNIMMD NG" TRUSSES REQUIRE EXTREME CE 1N FABRICATION, HALIN. SHIPPING, INSTALLING AND 0717 BRACING. RIFER TO NIB•!I (DANDLING INSTALLING ARD BRACING), PORLISNIO BY TPI (TROSS PLATE CT INSTITUTE, SO O'OROFRIO DA.. SUITE 200, MADISON, 41 S3710), FOR SAFETY PRACTICES PRIOR TO CT iEIFORRING THESE I ICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED �--. SiROCTURAI. PARELS. BOTTOM CNOlO SMALL RAV( A PROPERLY ATTACHED RIGID CEILING. .'IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O PROD/CTS. INC. SMALL DOT BE RESPONSIBLE FOR All O[V RATION IRON 1112 DESIGN; All FAIIOIE i0 CT3 BWILD IME TlUS5E5 IR CORFOMANCE WITH TPI; OR FABRICATING. DANDLING. SHIPPING, INSTALLING AND AL P I N E BRAC IRC Of TV SSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN C-55SPECIFICATION PIIGIISm BT THE MERICM FOREST MD PAPER ASSOCIATION) AND TPI. ALPINE Cm3 CONNECTORS All MADE OF SOGA ASN ASSS CR40 GAL1 STEEL, EXCEPT AS DOTED. APPLY CONNECTORS TO q EACH FACE OF TRUSS. AND UI LESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER ORANINGS 150 A -I. THE SEAL Of THIS CRAVING INDICATES ACCEPTMCE Of PROfESSIONAL ENG IIIERIIG i= F-,,:.... ,1 p -„N-..- RESPONSIBILIT1 SOLELY FDA TAE TRUSS COMPON19T DESIGN SHOWN. TYE SUITABILITY AND USE Of TRIS �'Y' N��"�r .9SS2�E�r COMPONENT FOR A” PMTICOLM BUILDING IS THE RESPONSIBILITY OI TIE BN I MI DESIGNER, PER MS11TP1 1.1005 SECTION 2. JUTTE COU# I i �Y,01LOING DEPART ESN- �alss O�p1.D W. hf�p� �i TC LL 16.0 PSF TC DL 10.0 PSF N 6 BC OL 7.0 PSF 8C LL 0.0 PSF De 30 1999 ,� TOT. LD. 33.0 PSF 1. DUR.FAC. 1.25 SPACING 24.0' Scale-.25'/Ft. REF R427--64501 DATE 12/29/99 DR W CAUSR427 99363021 CA -ENG AEB/GWH HON - 27600 FROM MD COLLAR-RUSS COLLAR - 64502--COLLAR--RUSS COLLAR 2D 26' * (TOP CHORD 2x4 DF -L $1 BBOT CHORD 2x4 DF -L #1 \ WEBS 2x4 DF -L Standard c`-jPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. ='-JEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (TRUSS TRANSFERS 137.00 PLF ALONG TOP CHORD �IHROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND c`,j:ONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. C=)- r�4 rs, A w a w w z c.5 � z w '* THE MAXIMUM HORIZONTAL REACTION IS 3837# ** (T)NEGATIVE REACTIONS (R--120# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ** THE MAXIMUM HORIZONTAL REACTION IS 423.13# ** SEE DWG GOLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00. OC. BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. WZ)A4 Ea I 2D (T) -0 0 W4X4 (A2) E3 C=3 13-0-0 I 13-0-0 I I E 26-0-0 Over Continuous Support R-70 PLF W-26-0-0 f Rh -+/-137 Plf over 26-0-0 shear wall TTE CO1N1 t 11AI NLLIANG ®EPAR Eth N Note: All Plates Are W1.5X4 Except As Shown. ;APPR PLT TYP. Wave TPT-95\R i "MARNTNG'• TRUSSES REQUIRE EITRENE CARE IN FABRICATION. MAIDLIWG. SHIPPING. INSTALLING ANDe BAACIIG. REfEI TO HIB •91 (MAADI[NB 1HSTALlIH6 AND BRACENG), PUBLISHED BT TTI (TRUSS PLATE INSTITUTE, 507 D'ONDFR IO DA., SUIT( E00, MADISON. NI S3119)• FOR SAFETY PRACTICES PRIOR TOffyi%PERFORMIN9 THESE FUNCTIONS• UNLESS OTHERWISE IROICATEO, TOP CHORD SHALL HAI( PROPERLY ATTACHEDT STRUCTURALPANELS. BOTTOM CHORD SHAH HAVE A PNOPISLT ATTACHED RIGID CEILING. L.A - A - I - -j r TC LL 16.0 PSF C D L 1 0.0 PSF aca)e -.z5'• rt. REF 8427--64502 GATE 12/30/99 -IMPORTANT-` FURNISH A COPY OF THIS DESIGN TO THE IHSTALLATIOH CONTRACTOR. ALPINE ENGINEEREDBC PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70B0.AC1110 DL 7.0 PSF DRW CAUSR427 99364020 OFBUILD THE TIOSSES TIOSSES!N COTHIS DESIGNMANCE ICOIFOINS WITHAAPFLICLOLE PROVISIONSSOfP NOSG(WATIONAL DESIGNALPINEFICSPECS BC LL 0.0 PSF CA -ENG AE8/GWH 01 iAPflTALPINE (n0. CONNECT0171ARI NAD[5010206ATHE ASTNRA667AG110REST 6ALYANSTf[L[R[SCEPTIASI OTEOYD C01H[CTOl2 70EACH FACE OF HESS,AROUNLfSS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PEN* ORANINGS 1H0AlTMESEAL UNTN ISU.".IG INDECATES'ACCFPTAHCE OF PROFESSIONAL ENGI NEEEIN6A1PIgnBttloeted RES POR SIBILITY SOLILT FOR THE TRUSS COMPONENT DESIGN SHONE. THE SUITABILITY AWD USE OF THISDUR.FAC. COMTONERT FOR ANY PARTICULAR BUILDING IS THE RESPURSIOILITT OF THE BUILDING OESISRER. PE0.SPACING ASSIFTPT 1.1995 SECTION 1. TOT.LD. 33,0 PSF 1.25FROM 24.0° SEpN - 24716 MD .RIISS C01 1 AR - T3 6 - TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 N lr) C )LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 2 �- W2X4 (A1) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. R-142 T3 - T -0-4 113 0-0-0 '12-2-0-v= ( 5-10-4 _i —6-0-0 Over 3 Supports--� R-380 W-3.5' R-41 W-3.5' PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(S •YARNING.. TRUSSES REQUIRE EXTREME CARE TN fABR1CAT10N. IANOLIN6, SNIPP IRC. 1NSTALLIN9 AMO BRACING. REFER TO 1119.91 (BANOLING INSTALLING AID BIACING), PUBLJSHEO BY TPI (TIMES PLATE 11STITIITE, SO) O'OMOFRIO 01., SUIT[ I. HAD I. YI X7)19), FOR SAFETY PRACTICES PRIOR TO PERFORMIti THESE FUNCTIONS OILESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACIEO STRICTIRAL PANELS, BOTTOM CRORD SHALL HAVE A PlOPE1lY ATTACHED RI61D CEILING. —IMPORTANT" FURNISH A COPT Di THIS DESIGN TO TOE INSTALLATTOR CONTRACTOR. ALPIIE ENGIIEEIE PIODOCTS, INC. SMALL NOT BE lESPOIISIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY IAlto 1l Mf T// 9/110 TBE TRUSSES IN CONFORMANCE WITH TPJ; 01 FABRICATING. MA 0026. SNIPPING, INSTALLiNO ALPINE :11.0, OF TRUSSES. YRI, DESIW CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL OES16 SPECIFICATION PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE CON IECTORS ARE MADE Of FOGA ASTM AGS) 0140 GALT. STEEL, EXCEPT AS NOTED. APPLY CORNECTOIS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER OIAYtRGS 160 A-1. THE SEAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL E161NEERING pI0dDC1S� l[IFONS"ILITY EOl[LY FOR TME TRUSS COMPONENT OESICA S110Yt. TIE SUITABILITY AID USE OF TMtS aWm$ q� CA 93ffiB COMPONENT FOR AIT PARTICULAR BOILDII6.IS TOE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSIFTPI 1.1093 SECTION E. __r3 AUTFE COUN, I +;;IJILDING DEPARTMENi'- APPROVED CA 1 1 - - F Scale —.375"/Ft. W 9 6gae304002 Dec 29 1999 * �Vit. � TC LL 20.6 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF REF R427--64513 DATE 12/29/99 DRW CAUSR427 99363020 CA -ENG AEB/GWH SEON - 27635 . FROM MD SPACING24 ?0° This safety alert symbol is used to attract ycu- attention! PERSONAL EAFETi(ISINVO_VED! Whir you see this symbol - EECOME ALERT- F.EEE —S MESSAGE. ACAUTION: A CAUTION identifies safe o:)eraFig practices or indicates unsafe conditions that cauk result in personal injury or dar-hage to structures. HIB -91 Summary Sheen COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TF; JSSES ° his the responsibility oftheinstaller(builder.buiN6conTactor.licencedcontra c erector or erection contractor toorooedyreceive, unloadste-e. harr;e. rrstalrarrl 6.-ce metal plate connected wood trusses to protect fife and aroperf+_ Th a instal Er -mist exercise the same high degree of safety awareness as wth any csher atructJr$I material. TPI does not intend these recommendations to be irterpreted as superb- oodine project Architects or Engineer's design specificaton for handing, .nstal irc a'.rd bracing wood trusses for a particular roof or four. These recomm 3ndaions are Lased upon the collective experience of leading technical personnellin the wood CAUTION: The builder, building contractor, ,icensed contractor, erectoror erection cortrac tor is a dv sed Ato obtain and read the entire booldet "Commentary and Recommendations for Handlingl, Installing & Bracing Metal Plate Connected Wood—russess, HIB - 91" from the Truss Plate Institute. o DANGER: A DAWGER desigre :es a ccndition where -failure to follow .nstruc±ions or t,e ed wam- ing will most likely result ir. serioLs personal injury ordeath or damage to stri•,.tLres WARN NG: A WARNING describes: a coldition where taiiure t0olhw instruction couli result in severer personal injury or damage to structures. TRUSS°PLAT= INSTITUTE 583 D'Onafrio Dr., Suite 200 M clison, Wisconsira 53719 (60E) 833-590 truss in-iAtrk but mins, c'ue to the rature of resp•.n.oilsie_- rwclved, be presentci ass guide fortke ase of a aualfied building desicrero-n=_t.all•:r. Thus, the Trusz-Plate Institute„ hc. expressly dsclairms any reaponsibiity `or Camages arising f -on tne use, appli:ation cr reiance on the recawrendlstions and informabon:,ortained hererr ty buildir g de.igner, installer, 3rd oi-L-r C3pyright tO by Truro Plste Institute. Ir.c. All rghts resewed. This =urrene cr any part thereof rrast not be reproduced in any form vnithout wetter penis..aoi of the publisher Frintbd in the United Statc ofAmeri:a. S' STOR (3g CAUTION: All temporary bracing sfho_bdher oJess than 2x4 grade marked lumber. An-coniectons should be made with minimum of 2-Wd naffs. All #rh.sses assumed 2' on -center or less. 411 m.Ati-ply trusses should be connected togelter in accor- lance with design drawings prior to installation. CAUTION: Trusses should rot be unicaded or. -ot:gh termi cr un- even surfaces which couhd cause dam geto the truss. CAUTION: Trusses stored horizontally should be JA supported on blocking to prevent excessive late -al C�.UTiON: Trusses s�rei ve-tically slhouPd the bending and lessen moisture gain. braced to prevent toppling or tipping. JAWARNING: Do not break banding until installation DANGER:. Do not store bundles upright unless begins. Care should be exercised in banJing re- A progeny braced. Do not break bands until bund'es moval to avoid shifting of indivit:ual trusses. are placed in a stable horizontal positiorL WARNING: Do not lift bundled trusses by tate DAN3E,R: Walk`ngontrusseswnichare lyiigfrat bands. Do not use damaged trusses. is esdremely Cancerous and should be strictly 1Arofiilblled. Frame 1, DF - Do iglas Fir -Larch. SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir oY-9. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle toge:herand cause collaose if there is no diago• nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I Truss Cepth D(in) 12 ---13 or e, greater All lateral braces i lapped at least 2 tru3ses. Continuous Top Chord Lateral Brace I Required , fill ' 11� 10° or Greamr i =45°ii ill � Attachment rRequired — WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A i Lesser of D/50 or 2" Maximum Plumb Misplacement '-ine 12' 1 14" 1 1' 24" 1121, 2' 36" 3/411' 3' TOS d.043.6 1" 4• TOP CHORD; CIR GONAL &2i 5, MINIMUM LATERAL BriACE SPACING Il)3S) SPAN PITC Ft SPACING(LBg [# trusses] Up to 24' 1 3/12 8' 17 1 12 Over 23' - 42' 3i 12 7' 10 6 1 Over 42' - 54' 3•'12 6' 6 4 Over S4' I See a registered professional engineer DF - Do iglas Fir -Larch. SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir oY-9. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle toge:herand cause collaose if there is no diago• nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I Truss Cepth D(in) 12 ---13 or e, greater All lateral braces i lapped at least 2 tru3ses. Continuous Top Chord Lateral Brace I Required , fill ' 11� 10° or Greamr i =45°ii ill � Attachment rRequired — WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A i Lesser of D/50 or 2" Maximum Plumb Misplacement '-ine 12' 1 14" 1 1' 24" 1121, 2' 36" 3/411' 3' W_ 1" 4• 3C ,1.1 P4" 5, 96" 2" 8" los. 2 9' I T ±ye BOW Length L(in) .......... .. . I Lesser of L1200 or 2" L(in) L(in) TC ......................... Lesser of L/200 or 2" 200. iL(R) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' 200. iL(R) 200' 1' 16.7' 250' 1-19' 20.8' 300 1-112' 25.0' OUT -OF -PLUMB IKSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION ZO'_ERANCES. t DANGER: Under no circumstances shou'd WARNING: Do not cut trusses. construction loadsofanydiescriptionbeplacB�d 1A on unbraced trusses. Frame 6 F71, Truss spans less than 30'. Spreader Toe In Approximately 1/2 to 3h truss length Less than or equal to 60' Spreader Bar Toe In Approximately 1/2 to ?h truss length r Less than or equal to 60' Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to'carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar 10, I- Approximately i Y3 to 3/4 truss length ' Greater than 60' Tag Line Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line 10' _ 1 10' 3/3 to 3/, truss length Greater than 60' WARNING: hooks to the Do not attach cables, chains, web members. or trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's so°� s0" M.ECHi or less or less I N;STAL Tag Approximately Approximately Tag Line 1/z truss length 1/z truss length Line Truss spans less than 30'. Spreader Toe In Approximately 1/2 to 3h truss length Less than or equal to 60' Spreader Bar Toe In Approximately 1/2 to ?h truss length r Less than or equal to 60' Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to'carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar 10, I- Approximately i Y3 to 3/4 truss length ' Greater than 60' Tag Line Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line 10' _ 1 10' 3/3 to 3/, truss length Greater than 60' Typical horizontal tie memberwith multiple stakes (HT) IA CAUTION: Ground bracing required for all installations. e Frame 2 CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie memberwith multiple stakes (HT) IA CAUTION: Ground bracing required for all installations. e Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir t3 i Str4� L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous `: TOP CHORD Lateral Brad TOP CHORD pIAGONAL BRACE. MINIMUM LATERAL BRACE SPACING (DBs); SPAN DEPTH SPACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed $PiDF SPF/HF Up to 32' 1 30" 1 8' 16 1 10 Over 32'- 48' 42 1 6' 6 1 4 Over 48'- 60'1 48 1 5' 4 12 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir t3 i Str4� L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous CHORD TRUSS Top Chord Lateral Brad Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago. 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral 71� braces lapped at least two trusses. End diagonals ra , ss_gnmflal for stability and must be duplicate.ion both ends of the truss system. =45° Attachmer Required 1 20'(013 l,, S INIF 2" 0.0. o� WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. 00 r •. 7!0qqMq . All lateral braces lapped at least two End diagonals are esse„nttial for stability and must be duplicat on both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 4 or greater P Topchordbthat are Me:dlybraxacar hucWe { tcgetheraed cause—Airrse if :hem en• iiwagP 1 n d bracingi. Diagooia b,,acrngo naiic be iled tc the underside of Gae nqp eharl ane n yrlies ase attached to the t•ao3 ie of0e, I9F cord.. =45° 11 Over 32'- 48' 4/12 1 6' 1 10 1 7 11 Over 48' - 60' 4/12 1 5' 1 6 1 4 11 Over 60' See E. registered professional engineer DF - Do iglas Fir -Larch SP - Southern Pine HF - He-n-FirSPF - Spruce -Pine -Fir Continuous Top Chord All lateral traces Lateral Brace—� lapped at least 2 Required trusses. 10' or Greater Attachment Required S10,tress WARNING: Failure to follow these recommendations could result In severe personal injury or damage to- trusses or buildings. A D= - DougNs Fir-ir�h SP - Southern Pine H= - Hem -Fir 3 -PF - Spruce -Pine -Fir Continuous Top 0 -ori Lateral Brace — �-�� a � All lateral braces Peouired �} lapped at least 2 .`� trusses. r 0° or GY �.tte chmer ecuired _ . 2g or - fess - aoO� Gdti . rt, ey �k Topchordsthat are laterally braced can buckle y5 �� toge9rerandcausecollapseifthereisnodiago- <<J yQ nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS EJ Mi VMMu'" T �PCHORD'; DAGONALBRACE;. Pl[H .Lr\FERAL BRACE SPACING(DB: STAN f DI =ER15IJ cRACING(LBS) #.trusses] z:. _ ........ .. L SP DF SPF HF .i:; JP to 28' 2.5 17 12 :)v -,r 28' • 42' 3.0 6' 9 6 Over 42'- 60' -3.0 5' S 3 Over 60' -3ee:a rsgs Bred professional engineer D= - DougNs Fir-ir�h SP - Southern Pine H= - Hem -Fir 3 -PF - Spruce -Pine -Fir Continuous Top 0 -ori Lateral Brace — �-�� a � All lateral braces Peouired �} lapped at least 2 .`� trusses. r 0° or GY �.tte chmer ecuired _ . 2g or - fess - aoO� Gdti . rt, ey �k Topchordsthat are laterally braced can buckle y5 �� toge9rerandcausecollapseifthereisnodiago- <<J yQ nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS 12 -� 4 or greater Up to 32' 1 4/12 1 15' 1 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48' - 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir — - --- All lateral braces lapped at least 2 trusses. s 170 \ ?oc 'is Bottom chord diagonal bracingre eated a 9 P r, at each end of the building and at same k" spacing as top chord diagonal bracing. c�5 �-x6 AWARNING: Failure to follow these recommendations could result in severe personal iniury or damaae to trusses or buildings_ Cross bracirg repeated at each end :)f the building and at 20' Intervals. ,` if D WHEN RECORDED MAIL TO: 0 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 16 -Dec -1999 1999-0052082 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All thatTeal property situate in the County of Butte, State of California, described as follows: SES 11f 74Gtf & Date / `/ G - 9 9 PROPERTY OWNERS: C I S��N��l C lyGf�T�o4� I ' �itili /��" i� 17ca2o r� y T, • (,�rfr Tto cam. State of California ) I y! County LA� On er before me, personally appea d. P t� lt�h c cti,•[� l 1� oc.Y�' ersonally laxasvn tome (or proved to me on the basis of satisfactory evidence) to be the persons whose nameU) Ware subscribed to the within instrument; and, acknowledged to me that ,helshe/they, executed the same in weer/their authorized. capacitygo), and that by /their signatupW on the instrument, the persouW or the entity upon behalf of which the persons acted, executed the,. instrument. ° "':. • I WITNESS my hand and official seal j KAREN CAGWIN Signatu � Seal: � ' 'n Comm. I1170780 NOTARY PUBLIC -CALIFORNIA Butte CountY A.PJ Comm. Expires Jam,24;d002o��rr�AA1 � j , i I , t I I ORDER NO. BU -176608 KA ,DESCRIPTION iTHE LAND REFERRED TO IN THIS REPORT IS SITUATED IN' THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• ;PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN, THE IOFF'ICE OF -THE RECORDER OF THE COUNTY OF BUTTE, STATE -OF CALIFORNIA, ON JUNE 24, 1983, IN BOOK 92 OF MAPS, AT PAGES) 99 AND 100. EASEMENT FOR INGRESS AND EGRESS OVER PARCEL 1, AS SHOWN ON THAT .TAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE NTY OF BUTTE, STATE OF CALIFORNIA,.ON JUNE 24, 1983, IN BOOK 92 MAPS, AT PAGE(S) 99 AND 100. 'AN EASEMENT FOR INGRESS AND EGRESS OVER THE NORTHERLY 60 FEET OF PARCEL 1, AS SHOWN ON THAT .CERTAIN PARCEL MAP, RECORDED IN THE ;OFFICE OF THE -RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 23, 1977, IN BOOK 62 OF MAPS, AT PAGE(S) 52. j i' i i RECEIVED DEC -16 1999 BUTTE COUNTY BUILDING DIVISION r . AND WHEN RECC-P DED MAIL TO: BUTTE COUNTYBUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1 999— logo SZ0tB2- Recorded Official Records Count CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:14AM 16 -Dec -1999 REC FEE 10.00 CONFORM .00 Myles Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 1 FOR RESIDENTIAL DEVELOPMENT •C • .� Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The I� property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date /Z -/ G - 9 9 PROPERTY OWNERS: C. td C 0gv7ff J-' T. CrJ64-/7-L o �L State of California ) County of 7u. �A l ) personallyappeaHd_ Si'Hex� C l.Jh.��o��c ct.•�1 �lorou -S .�h�k�personally known to me (orproved to me on the basis of satisfactory evidence) to be the personal whose names) 9Ware subscribed to the within instrument and acknowledged to me that he&he/they executed the same in hisAw/their authorized capacity,0a), and that by hi&Xh4 their signatu-re.W on the instrument, the persogfA) or the entity upon behalf of which the person Us acted, executed the mstrument. WITNESS my hand and official seal Signatu d�� '"- A.P. # lJ //- 3/0- 67 7 Seal: KAREN CAGWIN Comm. M 1110180 ((� NOTARY PUBLIC. CALIFORNIA Butte County - MY Comm. Expires Jan 24;4002 j ORDER NO. BU -176608 KA I !DESCRIPTION :THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF !CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: !PARCEL I: 'PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE ;OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE CF CALIFORNIA, ON JUNE 24, 1983, IN BOOK 92 OF MAPS, AT PAGE(S) 99 AND 100. 9 ';PARCEL II i 'AN EASEMENT FOR INGRESS AND EGRESS OVER PARCEL 1, AS SHOWN ON THAT :CERTAIN PARCEL MAP, RECORDED.IN THE OFFICE OF THE RECORDER OF THE ;COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 24, 1983, IN BOOK 92 iOF MAPS AT PAGE (S) 99 AND loo. :PARCEL III: 'AN EASEMENT FOR INGRESS AND EGRESS OVER THE NORTHERLY 60 FEET OF ;PARCEL 1, 'AS SHOWN ON THAT .CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE -RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 2.3, 1977, IN BOOK 62 OF MAPS, AT PAGE(S) 52. i I r 3 PERMIT NO. P �I G E M d 'MH UTIL. PERMIT NO. 3 O -53—%4P, E� PERMIT EXPIRES U �! J �' OWNER Ed Winslow CONTR. LOCATION (AY. 51-36-18 ) NW/side of Centerville Rd, app. 2-3/4 mi. NE of Honey Run Bridge (3rd drive way past Winslow), Chico f C C • 1 {j Temp. Power Pole t Called PG&E T-eatp. Elea Serv. % �4- Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED Z �� (Date) (Signature) COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd). PLUMBING Setback' Firewall Soil Piping Forms Parapets 1st Floor Main.Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. StemwaII Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough ' Reinf. Steel Final Fixtures ' Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels 7 Mesh MECHANICAL Grd. Fault Prot.' Scratch Heatinq Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WO� 7 County Center Drive — Oromille, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize rentatives of the County of Butte to enter upon the above- m d p erty for inspection purposes. e671 Dat S1gnatu P itee or Agent Receipt No. ©�� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Dateppd - 7J Bui Ing permit expires Date................v.......s_. �,� BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address / 3 T phone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Idin Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 3� t Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 i Each gas water heater or vent 1.50 A. o. — A Lonin P Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FeSani ation Fire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking I Plans etion Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans Rec'd ParcelOvir ovol PIa pro vol Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES a OTHER E]ELECTRICAL No. @ FEEO.O PERMIT FILING FEE $3.00 Main service incl. 1 meter �6 Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home [g Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bol�fli0 Receps., switches & fix outlets 205 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. lisp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 r Temp. Power Pole 5.00 License No. Classification Misc. wiring -❑' am exempt from the Contractors License Laws of the State of California. Permit Fee $ r O $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of �fnen's Compensation Insurance. rtify that in the performance of the work for which this pmt is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 TOTAL PERMIT FEE $ authorize rentatives of the County of Butte to enter upon the above- m d p erty for inspection purposes. e671 Dat S1gnatu P itee or Agent Receipt No. ©�� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By Dateppd - 7J Bui Ing permit expires Date................v.......s_. �,� .. Y •� 1/1 �.. �.%l�� L-Jl ii� .l+/� \t� ,�i'.• J 1.01•.7 0;1 i,/�l����t..) I `'Ce tlfy tl)at JS O.41ICr O tit^ t) r ' ,{ /,r t 0P('is tY FIC: u1�rcC1 IJ' 8 3:r Vol. u,�tco =e �£ > 0 ficial Nccord:; of };u_try County, (I,P, .I ), Z art request. ing porn, i ;ion to tiuil_cl or insta i :i ai, adclitional livir.i� unbr_ on thi.. ., ,_. __ ' 1 • .� J property • X =Till. not di on the = f az0c:- • ne.^.tion: d property for sale, lease, rent, . or financing; un1eJJ a-, l —applicable -Land-division,-larid--mi3p--requirements -are -con li'e�, _ p wz am conversant, with. the present zoning.regulations a,=e Cz ' nb the OrEaE1ztioned property, and declare that I shall .not vi olate samo, I represent that the proposed use oz the additional living unit is +� and• -that -further I -shall zlo i. --change -his-• proposed- use -o-LE rt'he--ad ' - living unit unless" -and until 'i receive '•Tritten approval therefor from• �v the County of Butte . . • I fully understand that pursuant to Chapter 20 of the Butte County Code and,.§11535 ety`seq° of the Business and Professions Code that - - if 1, the future, sell, 12ase, or J_—arce:-tne area or. or: ad;acent'to �- J ..0 ,.d' _.iciprove,�ent. -without.'fu11y- complying with the applicable laws and— ordinances, 'that. I shall. be uilt o,. a misdeme _ anor and therefore,. subj ec tothz aforesaid. "p"enaltles and -imprisor_ment pursuant to law.- Further, -his. stat.a►ient shall -be-.'Pro-oerly--ac:r-noaledg.e-d Lnd corded - at th ' e requesz --- f_ -the -County of.Butte, .: OFFICIAL RECORDS . ' — BUTTF C0!1%;TY-CALIF >YA.er - III, _iQ -I cr, PH i41>i 7dr LOUiSE �(LIiE}IOFB (�} ess COUNTY RECORDER - FEE ' • - •" - - -bare — — �' — — • — "` ^- — •- .. ... ,,, ,•• �P!»,�en�sira�u��ro�ss�at`ssirMasas��as_nsuesnans� MA JRY R. CASEBEER , .�i 01' r..��) t t C t�.t�i lei ,\OTARY P1.4�3UC — CAr_IFORNIA CO u.a , Y Ox Butte ) s . PR!NQP AI QFFjZ I BUTTL coU_YIY `"_ '- --;- . � h1y Comnii)sion Expires June 27, 1978'* •= ••' : � ;?;: 0n this. 29th r �ssssisn►nssuseNarsssrsstnsununsstsssn�naiirs$. day o- July 197.4 _ the und�rgied I;o�azY PcTblic _ Butte S`atr or �n Inc Cot,-, t or L Caii�orn�a, res,iuA., oned anG�Yro, n 1..may pL �y 0.0--peared,-,'Ed mond —1tiS ;ub_:,Cr CUCG�O ETI � r '� .LO c^: Li:'s�CLS(?`2 4 •tril0� L i.tlZi;� ins=r L-Ica�r arld c'ZCCUtc:i til e .� c7 1• t I L',�ri7�' 1 11,71C P rCl. t n y< v�i:jt-a J l Lily' .1.0'unr'f vl 1 0':, L• f"� .1ZR �t ��I�.I��c] �1Zc~�`' ) } fi �.: - f, ` Butt@ t!'�* ay)OJC= LT,L`IT v t t of r J -+c jT - ,•,i.. .d s . r . �,, -. _ - � � �� sss'w'� }..� ,' � ''. ' t y,r �•t� ?a v X �?r'-5-ca?' �`•rr -ry. ` � .rte �yr'. ' _ .t i•-� f'�k. •T' sr ! �s ,•+� w 'Si g "�- 4 el�� ? 1� {.•e ' : � .•yri "f� a- •� hY'y � .�- .ar �",,i- t2'l w `• `� � -, •••Rx 4. : •� i: a 1 � st•'�" �' 'Y. �.{•. :7' �Y` x^-��'z:,e{ fir_ f -r` y. {. fir - -.,..x � .•4 4 •7 .a, r - ._ ♦ ..•r-..._.+.•-'+...- .�_ ... _.- Yf - -. -. .�.. .. 2 d f!•e r. __ i=l. 2 _.. _ ", ? {^L.... 1.'k�_ ..1 ,'.