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HomeMy WebLinkAbout064-190-02464719-24 4180-89B,P,E,M, KINGSLEY, Lloyd & Linda .14615 La fiy�tte','Circle, Mija 1 i a . • � � ___--_-- -� � '_ __--�i. V RESIDENTIAL 64-19-24 4180-89B,P,E,'1 t KINGSLEY, Lloyd & Linda j Contr: Jim dippel 14615 Lafayette Circle, Magalia �( new Sf ) r ti e,RRnr �-G ► � ,� �e.LIC• �l� r S Y Roc k - r"' • o N R �.0C �� t2S+-' oft �'`' • JOB FINALE Signature J=OK O = Not OK -=Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements N 2. Soils; Special MH Support Sketch _ 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance w Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Pians) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval _ 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch , 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK exRept #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t ✓=OK O=Not OK -=Not py l R Not RESIDENTIAL' (Single ' = Date 09JNDERFLOOR Plans OK except #'s oe'zo food -Slope tg., Main; Soils-Elec. G d. -Aa" Ftg. Depth 3,/Ftg., Garage; Soils-Steel-Elec. Grnd.-A&" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth . Stemwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors Slab; Steel -Wrapped &%f(;j 4 L Z (I" 8. Piers -Fireplace Ftg.-Steel „9-D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test ,,Y,- 10. Gas Pipe; Size -Anchors 1}!Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1.2. Pi nums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Ft' Y�rLn S Date 'a-12-0)6 Card B-1 CC, Date 3.1.3-rl'o Card B-1 GG Date 2. (Q -4� a Card B-1 Date Card B-1 ol Date PLUMBING Permit OK except #'s Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Te Anchor -Nail Protection 18. D.W.V , Fittings & Anchor -Nail Protection 'j,, f-1 . ow a , First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 1. Gas Pipe; Size & Anchors Date. • `Z 2 •'?'Card B-1 Date Card B-1 Date Card BX Date Card B-1 Date ELEC PMCAL (Permit) OK except #'s / -__- Fixture & Transformer Clearance -Ins. ProtLo6n Elec. Receptacles Spacing -Lights & Switches at Doors �?i4! Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 2017'2 ADDliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed ire Size / --PTJ2r Cu or AI-A.C. Wire Size I/ ga. Cu or Range Circ. / / ga. CuA Oven Cir&.-/- ttfa. Cu or Al. Insulated Neutral TJ Yes %@:ZNo 30. Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 'Clothes Closet Light -Shower Light -Spa Light me"Ztmoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MJCHANICAL Permit OK exc #'s 4. A2. Ducts Insulation & uppor &5-01vent Fan;f,-hau—St&6ve insulatioa 369Condensate Drain Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date IFRAMING (Plans) OK except #'s �9. Sils, Proper Material & Anchors 46. W Studs -Nailing, Spacing & Bracing -Plates -Sound 4,19'earing Walls over Girders & Floor Nailing 2. Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 4. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connectors . C g'. Joist-Rftr. ties -Pu rlin —roof Brac-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions *" Garage Fire Protection Framing arty Line Firewall & Openings Ext. Doors -One T -Check Garage -3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. olvwood on Roof Overhanq-Attic Vents -Rafter Outriggers P07Siding-Nailing Veneer x-66. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access JR. Glazing Area -Glass Protection -Skylights -Plastic JNR:1�59. Insulation -Walls -Ceilings /` /�C(//j�[�/ �i 5t- (/C3(, 60. Infiltration -Walls -Windows Dat .-'Z ;7 Card B-1 Date Card B-1 Date —g and B-1 Date Card B-1 Date FINA Plans OK e e t #'s el�tAt,Steps-Door & Sidelight Protection -Landings el'S" Detector 6 . Furnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection 6 . Be room Exiting Bath Fixtures & Tub Access -Spa . Trim & Subpanel; Breaker Sizes & Labels 6 . St irs & Rails 6 . Fi eplace or Stove; Clearances -Hearth 6 . E . Outlets at Wood Panel; Int. & Ext. 70K' ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7 EI o,: -Outlets & Receptacles at Kit. Counter 7z' age Fire Door; Swing -Landing -Closer 7 . . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. n"Garage; Above Floor-Mech. Protection 76. 5b.-, , Elec. & Mech. Equip. Listed for Location 7 . E ec. Receptacles in Garage; (G.F.I.)-Romex Protection 74-.-1 npdation-Foam-Looked in Attic ❑ Yes 7 Gard Rails & Deck Construction -Post Caps 7 . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.; Drive Yes 0 No; Walks 2rYes 0 No; Planters 11 Yes ❑ No -6+--tUcco; Brown -Finish &2,--A.C. Unit; Disconnect, Electrical, Plumbing 43 --Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84 --Water Well; Disconnect, Electrical, Plumbing aw-Exterior Elec. Trim; G.F.I. Receptacle -Underground $ . eptilation Throughout House 8 . Glass Protection 8A -`C C rrectio from Previous Inspections . Gas TV -met rs Tagged; Gas -Electric &3o— oo'v pter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date?—S'Card B Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) CERiIFICATE OF y�\.OTE OF TIA44k a � ' AITC O °= CONFORMANCE /HE UNDERSIGNED MA NU=A C TUBER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos. ate marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBEfi CONSTRUCTION (AITC) :,sand were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMEPiICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: Reddingl CA p99 c Ln CUSTOMER'S ORDER NO. PO#4961 DATE 10-11-81VIFGR'S OF:DER NO. 6769-D 24F -V4, WP Glue, Arch App, Indv Wrap SIGNATURE COMPANY DUCo-Lam TITLE Quality ControlADDRESS POB 297, Drain, OR DATE 10-27-$9 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard,, that the adequacy of {ha quality control system in effect at said plant is periodically inspected and verifiad by the Inspection Bureau of the AMERICAN INSTITUTE OF Tlf` bth CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing ilnd .testing provisions of said Standard in respect of products. manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the mahUfacturer; AITC's gUSIa antee hereunder being that the said company is gUalified to produce a product meating the Said Standard and that its plant is periodically inspected 6hd'Verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 613 2 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECFIVED- OCT . 301989 KELLER LBR, SALFDSi9d3 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION -t - ENERGY CERTIFICATION LOCATION ' V A. P. N0. MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) EXTERIOR WALL MATERIAL FIBEGLASS BRAND NAME CERTAINTEED THICKNESS (INCHES) �� THERMAL RESISTANCE (R VALUE) CEILING BATT OR BLANKET TYPE FIBERGLASS BRAND NAME CERTAINTEED THICKNESS THERMAL RESISTANCE (R VALUE) LOOSE FILL TYPE_FIBERGLASS BRAND NAME CERTAINTEED MINIMUM THICKNESS (INCHES)��NUMBER OF BAGS�_WT PER BAG 25 LB AREA COVERED (SO FT) ��� THERMAL RESISTANCE (R VALUE) FLOOR, ELEVATED MATERIAL FIBERGLOSS BRAND NAME CERTAINTEED THICKNESS (INCHES) o��_ THERMAL RESISTANCE (R VALUE)__ _ FLOOR, SLAB MATERIAL BRAND NAME THICKNESS (INC:HES) THERMAL RESISTANCE (R VALUE) FOUNDATION WALL MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE) I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWKINS INSULATION 379407 FIRM NAME/OWNER i- SIGNATURE STATE CONTRACTOR'S LICENSE NO. DATE I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ALL EQUIPMENT, DEVICES AND MERTIALS ARE OF THE QUALITY PRESCRIBED OR ARE SPECIFICALLY APPROVED BY THE STATE OF CALIFORNIA. ;Y�"e5 n,�W2--, FIRM NAME/OWNER S TURE GEN. CONTRA /OWNER i'fvi!r&70-* 8 STATE CONTRACTOR'S LICENSE NO. 9-3-9?r0 =..= -I- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE A /1-< s /%< �1 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. / L y e� 6 rn 621-t 4 yc-.✓' '17/6u-'—/ P 'C//a•9 e, f{cz-,-s Date J 7/ 7 a Inspector le COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 + 747 Elliott Road, Paradise— Phone: 872-6307 o j CORRECTION NOTICE K(rdGsc-K y lq 1 q 0 -85 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. - ST'Qovr, 6ACKf (kS l'rixi (tPP2o R1 T2 c, s5 T '9,/ to `1wi col??-ferA,✓,rik (Atr?1,2/-/ 7- (�T r„ia11(�q 1 AD 1, r4o,il/I�tC 5N19110 9f ffbi\irl'3-kIfLrye t-jr, (N r- (A„iI*Nr2 r -1.,n2 (�S - V,2R-C t Inspector 4r Date 3-90 T� u qZz COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMITN —�.._ 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 d — APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERZONIN 2/-2/—/ ci-- `-� 4'1 G 'r / BUILDING PERMIT OWNER o , I-- d a t ►-• I e TELEHON .2 Q-1-76 SQ. FT. OCC. BUILDING VALUATION / 1O OWNER' MAI NG ADDRESS 3 / iyo / e t, y �. � - % 410 Ip CONTRACTOR'S NAM 1 TEL L OON E�� 7 (/d h u V fie^ p' V / o CONTRA TOR -SS MAILING A D ESS (5, o • / Q Fireplace ppb CONSTRUC TI N LENDERj� UNKNOWN Total Valuation $ Z Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ! Z ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ 15 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS // r Permit fee $ �1" g PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDI VIS ME� / I J7[ PA�iC M�P i ✓✓L�✓✓� (xV/ Water piping 5.00 x Each qas water heater or vent 5.00 0� USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 C- Building sewer 5.00 �— Mobile Home S G W10 .00 TYPE OF WORK Addition ❑ Remodel [IUtilities [:1 Instal lation❑ Other ❑ Ne/cribe De work: _ 2 b c� f Z b eCQ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 7 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' o and my license is in full f prCe and effect. License No. Classification /� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCu OR ADDNS. ACC. BLDGS.'j) , 6 /z2sgft �$G D NEW CONSTR.amOUTLET NO N•R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES Lo .AL@30 Ex. OCCUp. OUTLETS FIXED P(RESID IREA.) 2.00 Temporary service 10.00 /0� Mobile Home Facilities 15.00 Misc. Iyirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The it is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Departmentt. a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT F'IingFee 1 10.00 Heating a e L Conlin g T 1, Hood 3.00 3 �— Ventilation 3 Oma/ Permit Fee $ e0 TI Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.r,3 I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in con quenre o e granting of this permit. ©© X Date� �3n Sin ure of Applicant — r ❑ Contractor r Agent ❑ An OSHA permit is required for excavations ver 5'0" deep and demolition or co trtle ion of structures over 3 stories in hei ht. Mobile Home Installation Fee $ Energy Inspection Fee $-7 0�---- CONST PE 0 TOTAL FEE $ /J HAz CUA PARK .-- s L D P R PO HD I u This permit is hereby issued under sions or the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC & RM. EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date /- /6 ./ _ 4 Receipt No. L�.f- �� c 5 WHITE-D.P.W.. YELLOW-ASSES30R. PINK-INSPECTOR,GOLDENROD-APPL CANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - oF1'0AI!E,`_8ALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER A. P. No. 6 Proposed Building Use S Building Inspector Date -13— 9 At time of permit application, I was advised the following data must. be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation drat I clud�g a' ufa•turer's installation instructions .....� .3.©.... _ 10. Fees of $ y y ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid „ ................................................. 13. P a ,o sit School Di trict fees .paid ............. . I Ci L9 4. Sanitation approval from (P a .a (,-� Health Department 4 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW t 19. Driveway permit (construction approval required prior to occupancy) 4. 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. *23. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) ..... -24. Recorded copy of Agricultural Acknowledgment Statement 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. t" KTelephone977 -6%0—and hold for pickup at office. Deliver w/inspector. e Other Applicant Copy of plans sent Health Dept., Fire Dept., Other Date Date The following data must be submitted prior to _permit issuance: (Circle new`tem not checked abovb). , 1. Index permit for above items No. b 2. Additional items required: i� Contractor, designer, owner, was advised of above required data by_phone---jnail—counter by .date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by =±2Date ems• ��� Plans approved by Date —� Sets of plans on hold inZFile cabinet AP folder, Copy—DPW �,^`+ p�f TO Buildina Department FROM: Environmental Health STjBJECT': Sanitation Clearance _ y Owner I/ Locat on AP# Plan Approved for: Sewage Disposal X Hold final for: Final.clearance O.R. for: Clearance for bed room Wm7bI=Fe home. Other NOTE Sanitarian Water Supply Water Supply Water Supply' TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance �%•�e //-/&/ / 5 � a -fA v e e Civc o wX Or location AP # Driveway permit R V % ,0 Z has been issued for the above property. si ature date DESCRIPTION + 89-5 1329 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: .t PARCEL I: LOT 47, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 14"1 WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39 40 AND 41. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE'LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. Q0 PARCEL II A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 14, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS, AS DESCRIBED IN THE DECLARATION OF ` ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. �lkin nw nnCUMENi . r y- Return tao DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT -5 3 2 9 ,.4 FOR RESIDENTIAL DEVELOPMENT Section requires prior to 26-8.1 of the Butte County. Code ' this acknowledgement be recorded issuance of a building permit. The property described herein is adjacent ; to land or included within an area zoned r for agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising 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, h' h . 3__ 7.00- 7. .00-7. 00': 2 ;spraying, pruning, and harvesting w is occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: (A State of County o falifnrnia) f.Santa ) Barbara On SS. the OFFICIAL SEAL. Paulette Cappelen NOTARY PUBLIC -CALIFORNIA PRINCIPAL OFFICE IN ` SANTA BARBARA COUNTY My Commission Expires May 17, 1991 ♦4-" -00046 0 PROPERTY OWNERS: 011 this the 18th day of December Z89 before me, undersigned Notary Public, personally appeared LLoyd W. Kingsley and Linda Kingsley ® Personally known to me. ® Proved to me on the basis .. . � of satisfactory evidence. to be the person(s) whose names) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESSWHEREOF, I hereunto set my hand and official seal. Present APNo64-'111"424 Nota y Public • 's '^`, `� ��C��, 0 _ _ _ �� v ', . , � ��J2� � ti �� .., d/r � 7 •�, ! �, +, 1 \, / I • � � r � .. f'y � � -� _�. �rf� _ . ��-k�l-al,� t� „ - 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER /%9_, `O�t / A.P. #�— GENERAL 1'/Zoning requirements: (sideyards and number of permitted living units). Q!/ V Iuation. t Plans signed by designer. -Energy Design and Compliance. 6 Existing violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sidey.ards, easements, etc. 3/ Other buildings or structures. t Grading, fills, drainage. lood hazard. Special conditions on creation map or compliance document. AU & FAS road setback. FLOOR PLAN //Complete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). ��H.uman impact glass (Sec. 5406). 16' eq.uired room sizes, ceiling heights (Sec. 1207). /GFCIs in baths, garage, and exterior outlets (Article 210-8). �-8: Light fixtures, switches, receptacles, and exterior receptacles for maintenance f mechanical equipment. Lo ations of water heater, heating and cooling equipment, other electrical or 10'equipment, and plumbing fixtures. arage firewall, door size, and closer (Sec. 503(d)(3)). 1— 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood'stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS d/ Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. /Elevations and wall construction details complete enough to construct building. ✓�/Roof construction details complete enough to construct building. 4Y. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR tl� Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711& 3306(j)). ick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN~CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) "xterior plaster - weep screeds (Sec. 4706). xoper roof pitch for roof covering (Chapter 32). LJ6!/Roof covering type - (fire hazard). ; /Rafter ties or bearing ridge beam. 1�/Garage door or porch header sizes. "u3: Adequate bracing. �iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. �Y Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). j.-2'. Attic access and ventilation (Sec. 3205). cCombustion derfloor access and ventilation (Sec. 2516). air for fuel burning appliances. a�oise requirements on duplexes. -1 -6 -.-Adobe soils - special foundation design. 4 -7 -.—Retaining walls requiring design. 18�U� IS shape, size, or split level house requiring lateral design. . Flashing at all exterior openings. �. �.. ..._�. .. .- Y-,--•, i ..---••-. �....ol..•--"+q'E;sC--"+-'V^-,-..--..-.�„s�.w^-r-rA.....-�....-_.-. �. ....R_ >---,•- _ BUTTE COUNTY SCHOOLS DEVELOPMENT FEE -CERTIFICATION FORM (One Form per ;Bui.loing) A.P. Number �jLJ: ��� O� J Building Department No. School District F a r a d sx -City CountyJurisdic tion Property Owner �L ,� a S ke Project Location/Address 44�r, (A0A Subdivision Lot Number 1-117 Residential Development: a Sq. Footage 16 V # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) F ii ,► % 1 Building Depa t Representative 0?Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. qn—n�� i —School,District certifies that r a o D "K 72-e, j0 ( p i ant Namel) r ( Phone Number) ,(/_ 41§"14 gI (Street Address) (City6) (State) (Zip Code) has complied with thr�ee requirements of Resolution No. by the payment of $ p` t0;�O V representing I�_square feet. //Aa - A�n School District Representative ` Date PAID BY CHECK NO. BANK' NO //—; PAID BY CASH REMARKS: white -applicant, yellow -building department, pink'school•district SCHOOL.FEE (8/88) S T R U C T U R A L C A L C U L A T I O N S F 0 R TYPICAL RESIDENTIAL GARAGE FOUNDATIONS JAMES DIPPEL - GENERAL CONTRACTOR P . 0 . ' BOX 21 MAGALIA, CA 95954 CALCULATIONS ARE IN COMPLIANCE WITH THE,IA� EDITION OF.THE UBC /9VOID SIGNED DATE FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 SUBJECT: TYPICAL RESIDENTIAL GARAGE FOUNDATIONS BY: FLT DATE: 6/86 JOB NO.: 6303 PROJECT: JAMES DIPPEL — GENERAL CONTRACTOR F.O. BOX 21, MAGALIA, GA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, GA SHEET 1 OF 8 DESIi�N=F:ITEF:IA: REVISED — 1/19/89 GARAGE STUD WALLS & ROOF ARE SUPPORTED BY CONC. :ETA I N I NG—BEAR I N13 WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOP BY CONCRETE SLAB & FOOTINGS AND AT BOTTOM BY SOIL. . CODE 85 .UBC /wAy? vs6'C SUPERIMPOSED LOADS: MIN. DL = .010 x (5+8) _ .11 k:/1 MAX. LL = .020 x 15 +.010 x (15-3) +. 010 x 15 +.005 x 8 = 0.62 k: / 1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INi=LUDES DL+LL) AND SLIDING RESISTANC=E (MIN. DL ONLY), MAX. LL — ROOF SNOW + ADD'L LIGHT ROOF DL + ADD'L DL FOR HEAVY ROOF, SURCHARGE OF 2000# WHEEL LOAD C APPROX . S' FROM WALL — .0/6"2 = .056 KSF -- 17 SURCH. CALCIS S PROVIDED FOR — G" THICK WALL: A. 4'-0" HIGH — SHEETS 2 & S B. 61-0" HIGH — SHEETS 4 & 5 C. 81-0" HIGH — SHEETS 6 & 7 CONSTRUCTION DETAIL — SHEET 8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c _ 2000 FSI C 28 DAYS, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARINim PRESSURE — 1500 FSF, ALLOWABLE LATERAL BRC. PRESSURE — 200 FSF FLT ENGINEERING PROJECT : JAMES DIPPEL - GENERAL. CONTRACTOR 5790 CLARK ROAD JOB NO. : 6303 PARADISE, CA DATE : 6/1986 (916) 872-0254 CALCIS BY : FLT SHEET Z OF SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE .( FEET.) : . 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. ('KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.62 OVERALL HEIGHT OF.THE WALL - Hw (FEET): 4, OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 THIC_.KNESS OF WALL - T (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): .0.38 REACTION @ TOP OF WALL - Rt (KIP): 0.16 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.22 HEIGHT OF 10' SHEAF,' - Ho (FEET): 2.23 MOMENT - Mw (FT -F:: I P) : 0.18 AREA REINF. (IN'''S) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0, 033 3.75 #4 @ :� 73.3 MIN. VERTICAL REINF. --.15 % (IN^2) : 0.108 MIN. HORIZONTAL REINF. - .25 % (IN`"2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.10 < 1.0 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF C:ONCERTE (PCF): 150 ALLOW. SOIL BEATING PRESSURE (PSF): 150 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 5.84 - DEPTH (INCHES): 6.00 DESIGN FOOTING - WIDTH (INCHES): 12.00 - DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD -'Pv (KIP): 1.23 -INCREASE-OF-ALLOW. SOIL PRESSURE . (%) : 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1230 < 1500 SLIDING RESISTANCE - Fr (Kip): 0.31 ? 0.22 SLAB REINFORCEMENT: ------------------- REINF,@ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 7.81 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 8.53 DESIGN AREA OF SLAB REINF. (IN'2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 30 LENGTH OF DOWELS (INCHES): 8.6 SHEET 3 OF l' PROJECT : JAMES DIPPEL - GENERAL CONTRACTOR JOB NO. : 6303 DATE : 6/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL - -----------------------=--------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARKK. ROAD PARADISE, CA ( 916) 872-0254 SHEET '�'- OF VP GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE . (FEET )_: 2000# WHEEL -LOAD- 1 . YIELD STRENGTH REINF. (FCSI): ' 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD .LOAD (KIP) - LIVE LOAD (FLIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP) REACTION @ BOTTOM OF WALL n Rb (K;IP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (INW 'd'(IN) SIZE & SPA (IN) ----------------- 3.75 #4 @ 24.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN'2): DESIGN REINF. - VERTICAL: #4 @ 24 . - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.11 0.62 6 7 6 1.46 0.74 0.29 0.45 3.37 0.55 0.108 0.180 0.28 < 1.0 CALCIS S BY : FLT FOOTING DESIGN: --------------- SHEET j— OF I DENSITY -OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 15� �0 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEAT:INim PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 11.44 — DEPTH (INCHES): 9.94 TES I GN •FOOT I NG --- WIDTH (INCHES) : ..-12.00 — DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD — Pv (KIP) : 1.43 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 143 ? < 1500 SLIDING RESISTANCE — Fr (KIP) : 0.38 < 0. 45 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL {BAF: #): 4 MAX. HORIZONTAL'SPAN OF WALL (FEET): 5.77 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 16.33 DESIGN AREA OF SLAB REINF. (IN`' 2/LF) : 0.029 ALLOW. TENSILE STRESS BF RE I NF . (KSI) : 3o LENGTH OF DOWELS (INCHES): 15.77 PROJECT JAMES D I PPEL - GENERAL CONTRACTOR JOB NO. : 6303 DATE : 6/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF)4 T. 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 4o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THIiKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIF'): HEIGHT OF 101 SHEAF: - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN"2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.226 3.69 #5 C 16.5 0.11 0.62 8 — y 6 1.46 1.22 (x.46 0. 76 4.51 1.22 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET -1 OF vip MIN. VERTICAL REINF. - .15 % (IN"2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN''•'): 0.180 DESIGN REINF. - VERTICAL: 45 @ 16 - HORIZONTAL: #4 @ 13 COMBINED'STRESSES C WALL 0.62 < 1.0 C, CAtUC-:1S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF i_ONCERTE (PGF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEATING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): 150 PRELIM. FOOTING - WIDTH (INCHES): 13.04 - DEPTH (INCHES): 17.66 DESIGN FOOTING - WIDTH ( INCHES) : lEwoo - DEPTH (INCHES): 1 .Oi TOTAL GRAVITY LOAD - Pv (KIP): 2.01 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1337 << 150 SLIDING RESISTANCE - Fr 4KIP): SLAB REINFORCEMENT: ------------------- SHEET % OF IP 0. S6 0. 76 REINF C TOP OF WALL (BAF: #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.53 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 26.04 DESIGN AREA OF SLAB REINF. (IN'2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 30 LENGTH OF DOWELS (INCHES): 25.14 FM BY �T DATE 6186 SU^B,�/ -CT T P//CtAL R�S%OG,ryT/�L ;MEET NO. C6 OF CHKO. BY,.. DATE....... V^/ OUNDAT�ONS �OR SOB NO. 630, ✓.fMES D/rPCL — 6'tN. COHT.P.4 CTOR R/FS - SEF PL •4.�/S Z°`� o k v �! aU N %.i • I . Iq v"k �o �tQ N 1 OR A' n lzkiq A � oQ�pFESS10h� �P o cv 4 r �� , rJf, CIV1�✓ ,��\`� IF LSU [EHaDHEEROM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 1. Ceiling Insulation U -value Single- Number of stories Number of stories R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value Single- Single - Number of stories 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -i 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -144 -70 -46 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 .14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawispace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 40 -90 -- 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 .22 0.20 :-43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 .6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -4 3 .1 Number of stories .1 R -value One ` Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 .1 -2 .2 4. Slab Edge Insulation 40 -90 " Number of Stories -14 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 .1 0.80 .1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard - 0 6. Glass Heat Loss Total Single- Slab Floor Raised Floor ERective Pet cc it Glass U -value Stories Percent (Percent glass x SC) Stories ..51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Single- Slab Floor Raised Floor ERective Pet cc it Glass Effective Percent Glass Stories Mufti (Percent glass x SC) Stories (Percent Plass x SC) ICFA Effective Two Three One %Glass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 .1 -1 2 0 -1 -2 -4 .2 0 na = not allowed -1 -2 -1 I!. Shading (Shade Closed) Single- Slab Floor Raised Floor ERective Pet cc it Glass Family Stories Mufti (Percent glass x SC) Stories Effective ICFA One Two Three One %Glass NoM East South West Sky6pht 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 `-3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 rta . not allowed 8 10 11 11 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Mufti Mass Stories Attached ICFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 -9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1.6 Wall Family Family Mufti Mass Detached Attached Family 0.00 0 0 0 j 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 1 11. Heating System SE or i3SPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Sysom SEER (assume: ducts In attic) Stm of 7-10 -25 or -24 to -14 to -4 b Sum of 1.6 16 or SEER less -15 3 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 - 15 13 11 8 12 9 Effective SE or HSPF -1 -1 (SE or HSPF x duct efficiency) 1.5 HWR Effective -25 or -24 to -14 to :4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13' 11 9 7 0.80 7.33 25 22 19 , 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Sysom SEER (assume: ducts In attic) Stm of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 3 -2 -2 Two + 3 3. 2 2 2 1 Single -Family Detached and Attached -25 or -24 to -14 to -4 b +6 to 16 or SEER less -15 3 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 .7 -6 -5 -4 -3 8.9 -5 .4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 ' 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -1 -1 Effective SEER 0 1.5 HWR (SEER xduct efficiency) -12 -9 -7 Sun of 7-10 2.9 WSB . Effective -25 or -24 to -14 to -410 +6110 16 or SEER less -15 -6 +5 +15 more 5.0 -30 -25 -21 -17 -13 .9 6.0 -12 -11 -9 -7 -6 -4 , 6.6 -5 -4 -4 3 -2 .2 ' 7.0 0 0 0 0 0 0 j 8.0 9 8 6 5 4 3 1 9.0 16 14 12 9 7 5 ' 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 3 -2 -2 Two + 3 3. 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA .TT"t""s Ceiling Insulation 2. I Unit Size (Sq 3. Water 4. 1199 1200 1700 22W 2700 Heater Credit or • 1 b to to or Type Type less _1699 2199 2699 more SG None 0 0 0.. 0 0 or Solar 12 `' 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 W%7 35% POU 8_._ 5 4 3 3 SE None 37 -24 -18 -15 -12 0 Solar -1 -1 -1 0 0 1.5 HWR -18 -12 -9 -7 -6 2.9 WSB . .25 -16 -12 -10' -8 4.4 POU -18 _r12 -9 -7 -6 IG None -5 -3 -2 .2 -2 1.9 Solar 7' 5 4 3 2 3.3 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 .9 0.8 Solar 8 5 4 3 3 2.2 POU -10 -6 -5 -4 -3 3.1 Multi -Family (individual units) 4.3 4.5 4.8 S Unit Size (so 5.4 Water 30% 699. 700 1200 1700 2200 Heater Credit or to to b or " Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.4 WSB 9 4 3 2 2 4.9 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 23 Solar 2 1 1 0 0 3.11 HWR -23 -12 -8 -6 '-5 5.3 WSB .25 -13 -8 3 -5 1.1 eQU ...23 1.6 -12 8 -6 -5 IG None -8 -4 -3 .2 1 .2 4.1 Solar; .6 .3 2 1 - 1 5.6 POU ` 1 _'0 0 0 0 IE None -30 -15 -10 _ -8 -6 2.9 Solar 18 9 6 4 4 4.4 POU -8 -4 -3 -2 -2 Interior Mass/CFA .TT"t""s Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss tt. nutMc•..a Ie.ryee.d .l_bl 4 TYPE 1 PUSS (UIMC�* 4.2, ie: exposed slab) '17% 5% 10Y. 15% 20Y. 2S% W%7 35% 40% 45% 50% 55% 60% 06 70% 75% SM 85Y. 90% 95% 100% 105% 110% 115% 120% 125.1 OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 2.9 3.2 3.4 : IS 3.8' , 4 ' 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.8 1.9 21 2.3 2S 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6' 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 21 29 3.1 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.8 S 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 2.2 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.6 So 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 507'. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.8 3.11 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 41 4.9 5.1 5.3 5.6 5.6 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 28 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 ' 4.6 4.8 5 5.2 5.4 5.6 So 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 59 6.1 63 65 67 WY.' 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 23 2.5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 110Y. 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 .6.7 6.9 7.1 73 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures �� or R-value[38 U -value [0.030] or R -value [11] U -value (0.098] or. - all,[� ue [191 U -value [0.037] or R -value (01 F2 factor (0.771 Standard ,y. Type double) U•value 10.651 4o Total Glass ( 161 % Glass SC Eff. % Glass a�. X X _ •. X - 3 % Glass SC Eff. % Glass 6-1 x - L& = X X - •� X = a.3 D X TYPE 1 MASS AREA = $ Yterior Wass/CFA ` COND. FLOOR AREA TYPE 2 MASS AREA B Exterior Wallrass ND. L OR AREA . ) X J SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.61 HSPF (0.56/5.15] q• Y' X _ SEER [95] Duct Efficiency [0.741 Effective�03] Type [SG] Credit [none] Point Scores �a 0 Sum 1-6 D Point Total: Certificate of Compliance: Residential Climate Zone 11 ProjectTUte a �, Project Address Buddin Permit# .X10 5 Checked -By / Date Enforcement ARency Use Only Glass Area % Glass BUILDING DATA North -6,17. Conditi ea & Number of Stories East Slab sed Fl Number of ,Units _[� South [ 1 e Family Detached ( [ ] Addition Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Totalylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUILDING SHELL INSULAnON Component Insulation Locatilnn/CPmments Type R -Value (attic, to garage, mical, etc.) Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior . Exterior Overhang Framing Type North ( )_XA L North ( ) East ( )_ East ( ) South South ( ) ��— West ( ) Kzi West ( )le Skylight....... _ THERMAL MASS Type/Coveting Area Thickness (slab/exposed tile, etc.) (sf) (inches) LOcation/DCScription (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,,HHSPF) (attic, etc.) R -Value (Bttuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model���,� , , Svstem Type (storage Ras, etc.) Capacity (or approved equal) Special Feature(s)r - ,. y SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardkn of the compliance approach used. Items marked with an asterisk(') maybe superseded -by more strfngcrnt compliance requsrements listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCUPt10N DESIGNER ENMRCEMENr Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b} Loose fin insulation manufacturer's labeled R -value. • §2-5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior mass walls). §2-5352 ft Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 penrVi nch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(x): vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfmltra6onControls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed 62-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. . §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach nkulations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. j • §2.5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2.5316(br Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showertneads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) orcombined interior/exterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2-5312(Excep6on p: Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. Orloff switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. t 4. Time clock. I 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting .25 lumens/watt or greater for general lighting in kitchens and bathrooms. I §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. i 12.5314(a): Refrigerators. refrigerator -freezers. freezers and fluorescent lamp ballasts certified j by the CEC. Indicate make and model number. t COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Mptcr 2• Subchapter 4. Article I of the California Administrative code. This i certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purdiaser of the building. i Designer Building Owner Name: Name: rtlkJFtrttt: TitWFum: jAddress: Address: Tekphona Tckphone: L ic. 8: (sigtatunc) (data) (signature) (date) Documentation Author Enforcement Agency Name: Name: TitkJFirm Atericy: l Address: Telephone: 'r-ils DWG-, NPLTT J66- 2GA63- MATTHEW _PREP FFED M3M Q ALOAD 7 S 9 0 -19ENS12M- SUBMITTED BY- TTWSS MFR�' X--LoG L- -R TOP CHORD 2X4 FIR�-LP=H 11 - 52 �10, 00 14-413 19.�71 BOT C14ORD -2X4 FIA-LARCK ft BC X7�Lt LI�R WEBS, 2X4, FIR-LARC K STANDAM -.71 0,29 -52 10.00 14..48 IS 'c C044ECTOR PLATES MLrST BE INSTALLED IN ACWROANCE WITH SINGLE CUI WEB ff-BC: 3- �:'2 ENust i- 5 AEWIREMENTS OF l-lC­,.8-O- R: -SEARCH REPORT -#294q. -114 PROPERLY, Top C"No SI-MLL 13E, 'LATERALLY �BRACED til- ALL.PLAIES rRE TID- BE CENTEPED . ON THE JOINT., LEFT -To RIGHT AND PURL -INS SPACED AT A 2KAXIM04'. 247. O.C- TOP TO, BOTTOM EXCEPT WHEN:- LCCATED BY' CIRCL&OR DIMEW-10H., ,NM FOR GAEEN LUMSER PER NDS SEE DRAWING I�IUFOR--PLA-rE LOCATIONS, ON TYPICAL JOINTS- CONNECTOq PLATES i)ESIr TABLE 8 -IB - mlE: 2X4 - #3 HEM -FIR 0 a BETTER CONTINUOUS:LATE31AL BGTTUM CHOM BRACING-@ -72- YkX- D FIE�qIJIFtED- ATTACK WITH -C- 2-16d NAILS- -BFIACIuG� IS NOT REGUIRED IF A. RIGID CEILING S A ITACHED DIRECTLY TO--.BOTTDM- CHOW - 1 T BRACING MATERIA�--- TO BE SUPPLIED, AND AT7AC�'EO 1AT'BO7Tfi ENI)a TO A surusu- 5tiPPORT, BY COMTRACTOR- �ERECTIOK 04 3X4 SX. 4X4 4X4.1'. 5-0 5X4 5X6 1-75X4 -10 0 �D �2; �_2-6-0_: -2-' oz;i&-z-0,VjEp SUPPORTS-� W— 225V R-fwof Vi 3-50' PL T 'T YP. -ALPINE -SEON-- SH A:XQPV OP -rml� DIESIGM TD: EWCTION 55010 FURG CONTRACTOR sCALr­ D -250D 'jamoe *j,MPoATANT*-X W-0- c-;* low in WAMlNG'Im". '"w c a 'ma v 'm Tumm WILF t R4 27r. _52 12/1-1/89 nEvurwo nm lwmr mLrzm cm An amairsm �Fam as am cm �c=:t I C= Tie- — Aft gAnIMM MXW "C rX= 10 MW 1pr En: MDAM Vr* Sl �WFW�w 3V:Wl. MOM CogtCl= 'fax W g aMal FM XM200 J AL OEM& - - 0 CAUW.427 A -t ma R CA Pi C=3 Wo*_ W�V*a MMMpeent CFASIN UN Ub%M A, An -.1 Sgm�rAcE5,.aT_emv jL=T-- AS LT t*"r. -SCM WP COO L W LOUNILLT SWAA" VM - VMPOkY AWAMEa VLW= OCUMML 35 20-;D- -ID mcm qveuam S�cm. an Wrm -A?vtvmmLC amfL%ma W W;r-;m oem mm, Mma MUM fm WAMNS AS SPW FM M 02SW– w salt me 1-15 FAC .15 P-ITC14 :5� -mmma znTw Lwam- mmm wim nx fe. SPACING 24.0 .4�� PE C OMP- r4p mm courAtmTmo *--rOl TVJSS PLATE 18MMYL 41$ --�- %AT-CWA- aESM �SC=FTCAMN P*P MW I Jost _244&:i THIS _DWO,_� PREPARED FROM CO?,fPUTE4-- INPUT� (LOADS DIMENSIONS)- SUBMITTE 'TRUSS MFR w'TOP'� CHOREY-� '4X2 FIR -LARCH- if 1, NOTE: - THISTRUSS MUST BE INSTALLED ASSHOWN. BQTT CRORD� 4Xa` FIR-LARC14- IT.:CANNOT BE USED UPSIDE DOWN,.- JOP OF TRUSS- -LARCR STANDARG WEBS 4X2_`� FIR� MUST BE MARKED --BY TRIJISS FABRICATPA.. c -2 d, -WlM _4X , Fir Larch -Stanclar IT TOP CONNECTOFT P�ATES- MUST BE INSTALLEG VC-ItC,�02D.ANCL W Fr. -CHORD SHALL BE LATERALLY BRACED 'WITH PROPERLY CONNECTED 11 .9EQUIREMENTS OF 1, C.9,;O-, RESEARCH FREPO'Fil. 42949 �PURLINS SPACEDA,T_A.MAXIMUM[..OF 24" O.C., ru REFI;R, 10, DRAWING A.150� FOR TYPICAL PLATE LO'GATIQ -16 4NS�� JS8Es' ARE TO BE SPACEG Oc� "AXIMUM 2t5 08-t iiE Ft_ - OF��% b -T CONT-INLIOUS . STRONG13ACK,.z ATTACH ALL -.NAILS S I PECIFIEO ARE COMMON WIRE NAILS., CD WFI Ek CD TG. EACKi TRUSS, VITR a -i 0-d 14AILS STRONGBACK MATERIAL TO-, BE -SUPPLIED-EY ERECTIOUCONTRACTOR--CONNECTOR PLATES DESIGNED- FOR GREEN LUMBER. -PER NOS, TABLE 8 1B,� NDTI�K -.2X4-- _43 14EK-,FIR`i-_OFi,,PETTER-- _CQNTINVOUS_ LATERAL SOTTOM� '0 RQ� 7 MA.X�F 7G�_G_ 'RE(IllIRE[y, ATTACH� WITH 0 ILS �I -IS IR BRAG 145 NOT �:REGG EG I R_TGId c[�'Nk A� -CEILING X6MC HEYEfIRECTLY, TO- BOTT _Dw CHORD. BRACING - MATERIAL f T-9- BE­:�SUPJPLIET�ANG._ AT-TrACHED'AT, BOTH' ENDS TQ, A Sljlt�BLE _�SUFPORT BY ERECTIOu-,,CQNTP.Ar_T,_OR_ No.004384911 Exp. &30--93. -Cfv ort 12 _TJ3 TO CENTER; OF MAX -OPEN CHASE j, W=3x7 TYP, 2,X4 Ribbon R;Lbbon 4XIOt IX3 3X5: lX3 1-593 4XiG 1. 5X3;/ -- '41n 44 1� �1.5X3 3X& 3XI2 wl-_4Xff 08: ..5X4' SlE --3xlo 41 O'T� , 1- 2 -0, OV15R- 9- S-:7PORTS SUM PL'r. T.YP_r_--ALPINE. SEGN�-- 415f4 FURNISR ACd0Y DF nns DESIGN JG ERECTIC CONTRACTOR., REV, 15� A P_ -SCALE- 0.2500 -C=- Xpuc emsvema pmcp=s� Im SMALL Nor tie Fxwlbmtap- irm!� WEMBIEUTWK CAM WARNINGm.-wcum mcric" Am IW A k- LY D IGU. Ott PCT REF R427--26251: e= ":::j. WM-FIrAnOW Ca AW CEVIATZM- FFIM -M OMM OR A- FADLOW Ta MnLo TW -MAS. JN,�WWOWAwM WA=MISM W=:,TM_-wm CM*V4AFlr *0 SEE LL . _A 0 0 PSF -n;t DATE, 06/02/89 DRWG tAUSM21 0214003 _rW'0tlALM3TfflVAM25l 'BYTPI-. XPlNECCNR=cm AFE-� masm_-_=. Fm AmmoNAL-vEcim-�pEgm- :1 A k0 0 -PSF =7 C=" -pi XA;W,=LFW- FMW Z�- SAUGE,GALVANUM STW_ W&EM �GUVWM VOK W WIT00M. CFASTW A446 MAZE A. NVff NtACIING $EWV;B*NM'_ U&M OT113"aw %Oft� UP 0JaF0, SKUL HE LATMALLY -CA, BC 5�O pl:Fi _DL CAr-EtNG APKY COMMORS" 10: 8M, FA= AtEA01'r JDlW AW L=T -c AS lcrW PPOPM . AMOIEGPLWM� SWAT"Isa. TOT 5�7 LD. -o Psi: o/A LE4-,, '2A -0-0- -T J, T BELRDIT WIMM: AFE: 4' XMIRAL MCEW� 07W_r�ALcE- VI&A. aEstm !"AwAms- mwam' wi-TwL, App�-TCAXX ODTTOW, OCM jdTK Rl(;113 CEMIL wm ORLCM DUR-FAC. 1-00 ISPA"ING DEPTH 0�' , , PMyrST*45 (W AS SMeWleor M# MSICH, W Nor tW- I*S c 3"Mr AW KTFX: MM. if PATW: NO -C, 5411 ML LAND *'aa,SM DtSIGN Wtl"- FJW ;ETAFGWr' JREATEa;LMJM, -=r C= ic= c=r --TPt-T2M'PLATZlX9TlTWE; - Wg--PtATIOML;cmromspEciFicATicHr-cpw=;camTntx-rion 16 -,W. i,YPE, -SY42-- j tOMPUTER 'INPUT i� (LOADS 9: MMENSIONS1 TER BY TRUSS, :MFR. THIS DWG_ PFt_:PAAQ FROM TUP�-: CHMIDI, trX ARCK SS. exCEPr AS SHrWt FIR FIR-LARCK -44, 2 GO OOT �CHCIM_ MPL5T-E TRUSSES, REOUIRWj AS SHOW4_ SCE -as 4X2_ FIA.-LAPIC11f. STANDARG. EXCEPT AS S'rnWg- N IE: THIS TRUSS MUST -SE INSTALLED ET CANNOT BE, USED: UPSIDE DOW. TOP, OF TRUSS Tt-­Axi� t'wq,- r ARV+' Ss' -4x2' --LARCH wi FIfl 01 MUST BE 14ARKED BY TRUSSFABRICATCA U-72 ;XZ ErA� staita aX 0ONW-CY: lg'4 C -LA -CS-, M _15T BE INSTALLiEG IN, ACCORDANCE WITM TOP WORD- SRALL eE LATERNLLY BRACED WITH PROPERLY CON4ECTEO' j1EGUIREMENfSTIF RESEARCH-SEPORT -92_949�� PURLIN SPACED. AT A MAXIMM.-OF 24- 01,C - CD f�EFIEA To 0GAWINGy- Al%,�� FM, TYPICAL PLAT E LOCATIOrIn ALL NAILS SPECIFIED ARE COMMON wiRE 1, -fftE�(-FIR TER- "CEINT.:[NtlCUE-.l--'-STRIaNGEAC-K-. ATTACK CONNECTOR PLATE:S OES.PaVED FOR: LL*4BER PER SOS: M'SET TO TABLE a -11B - TG EACK TRUSS 01M 3 -MV -�M t, -S- � _STACfGBACj(- -14ATERIAL BY i�RIECTIIOH. 1COWRACTQ�R_ SE -S, -tar T R OP -3, �HE,� I vBETTER COWINWJS LATERAL BOTIVOM RatE_ 2)(4 1 gi 0�40FIO, ac*kCl��_g 727MAx- O -C REQUIREM ATTACH -W.ETH -bee3i. qued- tQ�_ 5 rt,_- - --.: I R 2-16d, MAILS�_ 8R',ltCTMG [S NOT REQUIRED IF A ElLING E spasi top cbord- D 8A MG KA- R tbp sp 19 ATTA"CEG GIRECTL vs TU - BOTTOK C Cpposit—e sidee-1-4-Cf of --Pam f taKing t "T.C.-M C- lit -HOR ACT A E IAL 19 SE SLIPPLIED AND_A,,T`TACHEaAT BOTH E��M To A-'GMTA8LE and a, R.:C_ ioad of 7 2IZ. ica& GE 212- nF - SUPPDAt BY ERECTION EDWrRACTOP _238,4341 -far connectLen- of zenbeis- W4. F.0-rer t& draving -j%d, I connection Or suppo ti --d r spans, (see drawing 5impson. M422--.- See _catalo- C-89rH-1 for 89(356)003 ; nallin _g speci-ications, -01 OF TO 'CEN; 14 CHA MAX OPE. 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