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041-630-005
041-630-005 01-1142 C -A IR DEAN �,�q cSSSUNVIF PARADISE CONT: OWNER NEW SF as NOTES plc r RESIDENTIAL 041-630-005 ' i01-1142 CARRIER, DEAN �OSUNVIEW RD. PARADISE CONT: OWNER NEW SF 1 . IS 'y SPECIAL CONDITIONS I. CHECKED f BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY a USE PERMIT CONDITIONS ' . SUB -STANDARD HOUSING LETTER 0 ILOFFICE COPY t Address � l • GAS Meter B Dat I ELECT RI 9� Meter By Da JOB FINALED (Date) - Signature V = OK 4. 0 = Nn; OK - = Not Applicable MOBILE HOMES • =Not Ready r Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Compaction -Structure Stability 2. Footings; Size -Spacing -Marriage Line Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Gas; MH Test -Demand -Valve -Connector Elec.; Receptacles and Lighting, Distance-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Pool Lighting; 15 Volts-GFI 5. Drain; MH Test -Fall -Flex Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 8. Gas and Electricity Tagged Health Department Approval 9. Tie Downs -Type -Installation Cert. Plumb.; Cir. Test -Water Supply Test 10. Exits; Insp.-Sketch Light Niche 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-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 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Sin le & Du lex) = Not Ready Date Underfloor (Plans) OK except tl's ; fiing-Setbacks-Easements-Flood-Slope F , Main; Soils-Elec. Grnd.-/'Z/" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth �mwalls, Main; Steel -Blackouts -Wrapped St walls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pier -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, s Pipe; Size Anchors - Yard Gas Piping; -6ize st 0` ater Pipe; Test -Anchors -Regulator -Service Test IStucc 12. Electric Underground58. G in 13. Plenums & Ducts; Clearance -Material -Support -Ins. T% �� J SA, 9 p Date FRAMING (Continued) r H ers-Post Caps -Anchors -Connectors 4--"Cupg. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring. . F' place Ties or Type A Flue -Fireplace Throat Clearance Fire Door; Swing -Landing -Closure Access; Size & Romex Protection -Draft Stop -Ins. Baffles . B_N(i. Windows or Exiting Doors -Sill Ht. & Dimensions 5 G ge Fire Protection Framing 5 P perty Line Firewall & Openings 411�-t. Doors -One 3' -Check Garage 3rd Story, 2 Exits nsulation-Foam-Looked in Attic rs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 3 c Access & Platform if Furnace in Attic -Nailing Veneer 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date? �1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PkUIMBING (Permit) OK except It's W ter Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access e�e&s Pipe; Sixe & Anchors —sc Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except k's Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled V-4omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No Service -Riser Conductors & Ground Main Disconnect aa!Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except It's Fire Door; Swing -Landing -Closure 7 C Ducts Insulation & Support Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 3 en n, Exhaust above insulation Plb., Elec. & Mech. Equip. Listed for Location 7 ondensate Drain & Overflow, Size & Grade 7 nsulation-Foam-Looked in Attic 3 nace-Vent Access -Comb. Air -Return Air Vent 115 outlet ward Rails & Deck Construction -Post Caps 3 c Access & Platform if Furnace in Attic Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld. rve J No/VJalk4,; ' J No/Planters J Yes-ivo 83. Stucco B n -F Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ARAMING (Permit) OK except N's Sill Proper Materials & Anchors a Studs -Nailing Spacing & Braces -Plates -Sound ea ing Walls over Girders & Floor Nailing r_0 Stop in Walls (rat proof) J5,115,re,Oiops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing o Mesh -Drip Screed -Fd. Vents-Underflr. Access g Area -Glass Protection -Skylights -Plastic Walls; Nailing -Bolts Interior/Exterior Wall Panels Itration-Walls-Windows Date FIU1 Card lr r/ Date Card B-1 Date Car -1 Date Card B-1 Date FINAL (Plans) OK except #'s er Ex . Steps -Door & Sidelight Protection -Landings moke Detector urnace Vents -clearance -Comb, Air -Connector - In Garaoe: Above Floor-Ducts-Mech. Protection & Bath Fixtures & Tub Access -Spa frim & Subpanel, Breaker Sizes & Labels & Rails 7&,*ireplace or Stove, Clearance -Hearth 71 ec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter 7-1�rage Fire Door; Swing -Landing -Closure 7 . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 7 lec. Receptacles in Garage (F.F.I.)-Romex Protection 7 nsulation-Foam-Looked in Attic ward Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld. rve J No/VJalk4,; ' J No/Planters J Yes-ivo 83. Stucco B n -F &A--K.—C. Unit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings W,41ater Well, Disconnect, Electrical, Plumbing xt rior Elec. Trim, G.F.I. Receptacle -Underground 8 entilation Throuqhout House &oCorrecti? from Previous Inspections 91. G st-Meters Tagged, Gas -Electric 9 r & Sewer Connected -C/O to Grade -HD Approval J)3efoerqy Compliance Certificate -Other Certificates Address Posted Date ��,��/ Card B- Date Card B-1 Dater Card - Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: n'�1-1142 INTER -DEPARTMENTAL MRt�rnuermTrnn TO: BUILDING DIVISION, OROVILLE FROM: , -150ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: x OWNER NAME: C' 1�"� SEPTIC:_ WELL: AP#: �� ( -(� ,�� -dpr ADDRESS/LOCATION: Comments: GUmemos/releasehold I l 041-630-005 , 01-1142 CARRIER, DEAN *SSSUNVIEW RD. PARADISE CONT: OWNER NEW SF CLIMATE PRO® FIBER GLASS BLOWING WOOL f Your home has been professionally insulated to provide' a guaranteed thermal resistance.; HO>VIEOWNER S NAME CA,..�Je, LA JCA S ADDRESS ' STATE ZIP f y, RECORD OF INSTALLATION r„ BLOWING WOOL BATTS AND ROLLS�� NEW CONSTRUCTION IF RETROFIT: R -VALUE THICKNESS AREA INSULATED , • ❑ RETROFIT DEPTH OF PREVIOUS INSULATION CEILINGS ` NUMBER OF BAGS USED INCHES r IN. SQ. FT. -•;;:; yi IN. SQ. FT. AREAINSULATED ESTIMATED R -VALUE OF y.n PREVIOUS INSULATION WALLS � IN. SQ. FT. � .•. � THICKNESS OF INSULATION TYPE(S) OF PREVIOUS Fi 00RS IN. SQ. IN. SQ. FT.`, •;,� INCHES INSULATION IN ATTIC �`� � FT. RVALUE OF INSULATION • IN. SQ. FT. `•: Ytil CLIMATE PRO, BAG WEIGHT - 25 I.B. NOMINAL ' i. R -VALUE MINIMUM THICKNESS BAGS PER 1000 S(L FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. FT. To obtainan�,,.� Installed The number of bags Contents of The weight per insulation r y�: ! insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistan should not net area should not not cover insulation should (R)-o/� be less than: be less th`a`n: more than: not be less than: 11 5% in. 7.0 142 sq. ft. 0.176 lbs. , 19 8% in. 12.5 79.9 sq. ft. 0.313 Ibs. 22 10 in. 14.6 68.4 sq. ft. 0.3651bs. 26 11% in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 16Y44 in. 26.3 38.0 sq. ft. 0.6591bs. 44 18Y, in. 30.5 32.8 sq. ft. 0.7631bs. 50 20% in. 35.5 28.2 sq. ft. 0.8861bs. 60 23% in. 43.0 23.2 sq. ft. 1'.0761bs. v Cl `'1 1 /0" <r �I {•1C ; �)�SINSULATI ONTRACTOR SIGNATU DATE 9 COMPA! �CJO �� t]t1 �0�D RESS'� �% PHONH./ / r (pc C_ HOME BUILDER SIGNATURE DATE 1, COMPANY ADDRESS PHONE `y:r+ ,,. Johns Manville Y. '.�•Y; BIC -196 7/97 a 1997Johns Manville Corporation '{ : Y ti ;� c� ,,• _ , r Y _. t `�.' `,� • tib. �K.;.J'C C „'(�C �'[ �c v� ,<.'i'- x iJ' Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http://www.jni.com. For more information call 1-800.654-3103. `! 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive *Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSS�SC�RP�yNUIy�B ZONING PUD BUILDING PERMIT OWNER CARRIER DEAN TELEPHONE 570-1206 so. SO. FT. OCC. BUILDING VALUATION . OWNERS MAIuNG ADDRESS 5177 BARNETT LOOP RD. SHINGLE SPRINGS CA R 54 147312 1034 U @18 18612 CONTRACTOR'S NAME LVER OWNER TELEPHONE 535 C 13 6955.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 174 379.00 ARCHITECT OR ENGINEERLICENSE JIM PETERSON NO. Filen Fee $ 20.00 Permit Fee $ 902.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 586.50 BUILDINGADDRESS 3655 SUNVIEW RD. Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $ 1531.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 121 7.00 84.00 Solar or heat pump water heater 23.00 15-00 Water piping 15.r15.00 Each as water heater or vent 15. 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Work: NEW SF Gas piping stem 1 - 5 outlets 15. Buildingsewer 15.Describe Mobile Home S G W @20. PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR IESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, mill do the work, and the structure is not intended or offered for sale. d M I, es 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. 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' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) o I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of C ' rnia, and agree that f I should become subject to the workers' compen satirovisions of section 3700 of the Labor Code, I shall mply wi se provisions. Date S�� G �O I _ hApplicknt'_13�6w-ner of ❑ Contractor ❑ Agent bggnature An OSHA permit is required for excavations over 60" deep and demolition or cc n of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. OWELUNG OCCUR. so OR ADONS. ( a ACC. BLDs. 3.5v.FT. 131.6 INpµpESMULT ID. ." CI CUT 97.50 POWER APPARATUS 8 SINGLE OUTIET CIR. Fx. Occu ourlET OR FIXTURES 820 0 "00 Ex. Occup.. D�,EF°rs"R� ,DE,L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 174.67 MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEI= $ 80.00 Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ coNsr. TYPE TOTAL FEE $ 1996.17 HA2. D. ES I FLooD �, COf PgRCEy / V pO/ Y/ HD ISsuE 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. T y Date PERMIT EXPIRES ON Date Receipt No. t T 14:' I!5 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS TOR OLDENROD-APPLICANT °CO ; NTY�OF BUTM=DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION f4 '¢7� Y , F 7 COUNTY CENTER DRIVE ;.OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ; PERMIT APPLICATION DATA SHEET o(41- (o30- OC OWNER: ld) ASSESSOR PARCEL NUMBER: Proposed Building Use: Ko v- e._ Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1.�Allitems. have been submitted .------------------------------------------------------------------------------------- i 9 Plot pans, 3%4 sets, signed by the preparer of plans. ---�-' --A 9dPlot .i V FAL / 03' Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- P'4. E eE ❑ 7. ❑8. I 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- etails and layout in duplicate (required prior to plan review) No faxes! ------------------ mpliance and supporting documentation.--------------------------------------------------,' trof Intedfor Non -Heated and A/C Buildings. is Material Form. --------------------------------- ured Home data and installation instructions i Tie e /I s ees'of $ ={ --->f -- ---� ---- -- -- -- ---`=-1--_'_Y_l_t-Ls2------------ A I I Impact fees as shown on the attached schedule.----lz�j -`- — ---- �---- -� et 0'12. California Department of Forestry plan approval/fees. ---+-�j«�1-----�-=-i---- -*113,ood elevation certificate.--------------------------------------------------------------------------------------- anitation and plot plan approval 1b VI Health Department.-------------------it.ity of Chico plumbing permit.----------------------------------------------------------------------------------- I ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------- -------------------------- c4 " IV f v ❑ 17. Planning approval for (A) Use: (B) Parking: "-------------------------- �- r N,......' ❑ r ontact Land Development about ❑ Improvements, ❑ Draina egal Parcel. ------------------------ & ncroachment Permit for'drivewa construction approval prior to occu anc --------- ❑20. Pre -inspection for � y, required.. Request to Building Inspector on } 21 Contractor's license information. (Number, Name Style, Classification). 2. Workers' Compensation carrier and`policy number. -s9-°"` _ °`-! n'=s-------------------------------------- . — t ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- r (Date) ❑26. Letter of intent on building ��-------------- =---------------------------- use. -------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------=------------------------------------------------------------- •' 029.. 0433 A,.❑Grant Deed;'❑ M.H. Title, 11 Check to H.C.D $ .--------------- ❑ 3 0 "Other: , �. J , t ., f �.,------- When you issue the pear i 'pr`ocess as follows ❑�Mail'to owner, ❑Mail to contractor. ✓ ❑Telephone~�530 6 76 "' Z`7-�-3 nd`holdfor to, %lo ❑Deli wi inspector. w pickup S?Ta ue-r, , rt_�i lig/ (o/) Z1 o L-�( \ \. S - Appli t' Date: 12 0 •, Copy of Haz-Mat form sent 13Health Department, ❑ Fire Department, 103Pollu ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, the :Date: By: 1. Index permit application for the above items numbered:. d / ❑ Plan Check List 2.Additional items required: ti Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: ' ; Contractor, designer, owner, was advised of the above required di4 by 11phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was 44sed of the -above required data by ❑ phone, b mail, ❑ Building D' ' 'on counter, by Date: Plans reviewed by: MY Date:S r " Plans approved by: Date: 6 Sets of plans on hold in Vlan Cabinet, ❑ A.P. folder./ Note transferby: Date: ti - 13 -0L Yellow Copy - Department of Development Services, Building Division: P'd TO: Building Department I qo�. FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan An It O Sent to B.D. W Ogelt &A /�%� �c dw fV Af S4 04t - 6 30 e 00.5 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for 34 dwelling. Other W% CCguc-caso 4gj �Je4 a4l:=a. L( final for: dAe! c atc-M. clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE _l. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... $45ftt� $ /ars-0 t59A -- Revised Plan Checking Fee ....... $ b—CHOOL DISTRICT FEES /(paid at District Office) 3. HERIFF FEES (paid at Building Division) esidential ........ L x $360.00 = $ �! 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 =$ 3q.rt. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 0.00 (paid at Building Division) 7 FIRE INSPECTION AND PLAN CHECK P� $ - •1� aid 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. #__6 DATE RECEIPT # DATE RE �=Ag 6 y 4 i N 3� 2o�U 0 tri 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 ch y9e d during the plan checking process. APPLICANT DATE Pursuant to Goverhment 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) r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE WE PROPOSED BUILDING USE %6. BUILDING PERMIT FEES R�lnrP iil1P -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ (paid at l 3 A.P. # DATE RECEIPT # DATE REr >trict OfDISTRICT FEES Office)- ES (paid at Building Divisions �. x $360.00 = $ Units Commercial (sq.ft.).. . Sq.Ft. x $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . r,>"_ x = $ #Units Amt. C7ercial (sq.ft.) . x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) / 7 'SRA FIRE INSPECTION AND PLAN CHECK �lv x':11 0 laid 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 Attime of permnit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees-maybed during the plan checking process. APPLICANT A1 � � Pursuant to Gover►tment 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 i/4' , opy - Owner �� %� (Rev. 2/97) NorthStar ENGINEERING Civil Engineers • Planners • Surveyors a TRUSS DESIGN STATF.MF.NT I have reviewed the truss submittal for the Carrier residence located on Sunview Road in Butte Valley as provided by Longfellow Lumber Company. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss. Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer, and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created bv: Agriculture Affidavit Required ,Designated Well Site Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ Deeds Date of Creation: Legal Access Provided:. ❑ No ❑ Yes Deed Reference: ' Legal Access Required: ❑ NO ❑Yes Parcel Frontage on Publicly Maintained Road:. _ ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No [-]Yes Comments: T N O'A 1LS G_5-T-Jz�• i S `-1 Map Date of Recording: 2'_ � Zq — 9 6/ 0/6 �- Lot: Block: Book:) 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). ❑ Comply 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: `t MOVI r_G .4"'-C` SIM -lee, ¢'F�'+2K11JC— SP���S _ �� =-i�Q ALL IZZJ> SU S Td ee c i_t-�,sS I is' Drz. Au, eiwies , V 1JLtir2-� LZ)04Z �> 6 N C LI DSe'b, 4_-74G� c,1 N C- -T-0 3 e qZ-r--S T P—) c,-T76LD-r 0 -5 ST 1a26�� bJ 1 2 Tti.. >J 1 r^ U " A fad Y..,vti.., 6p 62.00 Qo _ MAY 1 6 ZOGI OIZIJ DA't �OA� fJ�,7�Z. Cr��-TSG `2�F��fZ1 531 I BUTTE COUNTY PI AWNING Dlwj l9pl To: LARRYfA!NTER EHS From: CHICO ENV. HEALTH ❑ APPROVED NDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: o Genera/Information Owners Name: err e`er Owners Address: 9 % 1 Building Site Address: PERMIT CLEARANCE Date: QW "C// 0/ AP#: �`' • ���/L Parcel Acreage: I 1 e— Proper XInformabon Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home *SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel JW4eptic ❑ Well ❑ Other Zone District: P0 D Date of Zoning Ordinance: General Plan: A — q Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ® No ❑ Yes, check use ❑ x Floodplain No Yes Zone: Watershed Protection Zone ® No F-1 Yes Proposed Use Comolies With: R. General Plan ® Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: ❑ Other ❑ Other ❑ Cohasset Panel Number: 3s_? J ❑ Accessory Building Use Zoriin"CodeStrmt & Hi hwa Fire Prevention Subdivision Ma Front o C " Side J v Side street Rear \ v �� Heiaht �_'K'�• �..,,,q. �FY1;rF5�n�gel�� '1�+��rl-t'4(�-�':,5f�{^'1 �� Tl x_11 y� �`r :� �:T:�%QF�`�f'^. •�Y.�l+'h'.i�..�el.fl-�w]^. i w+..• -�•.-- ^,.-^•+.♦ .^'�'wI's. u•'� • ,' r . �. a .;•t �. ' yr• BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District go V r t c Building Department No. A.P. Number i J -f % --63® -010.6- Jurisdiction: City ©County Property Owner ir- 4, 64 o` f £tt . Property Location/Address 3 W SS S C4 L/ fi✓ ('-o .4 Subdivision Lot No. ....................................... q g Residential Development S . Foota e -7e O No'of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' CommerciaUlndustrial New Addition Ael/ `- zyr� Building Department Representative (Floor Plans reviewed by School District Personnel) D'stri'ct Identification No. .®1 ®� TE' � ILW 11ZM School District certifies that (Street Address) has complied with the requirements of Resolution No '_::•. represent n'g j 72— square feet. District Representative Paid by Check # Remarks: O� 2-U Z- '4 e i Sq. Footage (Including Exterior Roofed Areas) 4%�- o i Date . L" coa� .r- N, (Applicant) (Phone Number) JZip Code) 5 by payment of $ ; �9a. IV AB 2926 S , FULL MIT16 /ION C,169-Iz-61 Date 3-1(DZ Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written 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 (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm ' Gm NT7:V Mt- pp�� C LA4a�tw L, • 1��- ` �-� d I I 3g (;X5Zv ofo C FpoQ I Wej-A-j6LA,-Nj f&Y S'WS (-t--m rm'r--V'- co't, 8 ►3L SIR N- 4,1 S, �, �, 8 A 61(1 EtF d{c Y cC--"toy Go M V l i rJ G 5 5^ A -Y7 -e SC- T -- 6<< o v WIV F E CT: X12 �S-er-c— CC�1 NQS 71 ? ) �t Sc v s S e� In►� � 'C �/t I o I R CA c C S fit- P,ZRc l-1 ' 16N FoJNO 1N t4C COW V . W1 Sof LS �2Ero IST' By: MEM NorthStar 20 DECLARATION DRIVE Date: 4/26/01• ENGINEERING _70'2!4 CHICO, CALIFORNIA 95973 ' Job No. 530-893-1600 Page Cl of FAX 530-893-2113 SHEAR -WALL LINE B:, BUILDING ANALYZED IN ROTATION INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 Lsw1 L2 [Lsw2 L3 sw3 I L4 Lsw L5 Lsw5 L6 L1,= 20.5 FT • Lsw1 =" 18 FT. L2 — = ' -31.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 70 FT SHORTEST LENGTH OF SHEAR WALL = 18 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.52 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.01 K LATERAL FORCE THAT GOVERNS = 4.52 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) _. 0.134 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1.400 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 180 FT .LENGTH OF TRIBUTARY WALLS INTERIOR (LWnt) = 120 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9.42 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB, WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 33.73 K - TRIBUTARY WALL AREA FOR WIND (AREAw) = 172.4 FT^2 WIND PRESSURE (P) _ 0.0117 KSF` . ~ LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.251 KLF o UPLIFT FORCE (Fuplift) = v * Hwall = 2.37 K June 7, 2001 Dean Carrier 5177 Barnett Loop Road Shingle Springs, CA. 95682 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-630-005 Building Permit Number: 0 1- 1142 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 1. None STRUCTURAL; COMMENTS: 1. Provide lateral analysis of wall lines 6, 7, 8, C and F which do not comply with the UBC bracing requirements. 2. Provide foundation design in accordance with the Geotechnical Investigation for Lime Saddle Ridge Estates. A copy is on file in the Butte County Building Department. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1,215.67. 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 2.3. California Department of Forestry — SRA = $89.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 1 of 2 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Glenn Gibbons Philo Hunt, P.E. ICBO Certified Plans Examiner Plan Check Engineer. 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEX AND MISCELLANEOUS ONLY Owner: Ch Building Permit Number: (— N q2 Plans Examiner: Glenn Gibbons A. P. Number: Q 6-30 - 005 GENERAL: dl: Zoning requirements — (number of permitted living units). ,i2' Plans signed by the designer. X. Proper description of work on the application. X' Existing violations on the property. Recorded notice of violation. f- Building permit valuation., PLOT PLAN: A! Complete parcel size and dimensions. Setbacks, side yard, easements, etc. 0 Other buildings or structures. Grading, fills and/or drainage. Flood hazard. fae' Special conditions on Parcel Map: Noise ❑ SRA N Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 03' Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: el! Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). d' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). PSS' Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). .� All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). .Y Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). l4moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ,14. Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Yr Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: �r Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. ,il' A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4!' Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor constriction details complete enough to construct building. .� Elevations and wall constriction details complete enough to construct building. y' Roof construction details complete enough to construct building. X Fireplace construction details and calculations if necessary. 9':" Garage door header size(s). Yr Porch header size(s). Typical header size(s). Yr Stud heights. kir High expansive soil — special foundation design required. X4. Retaining walls requiring design. Gypsum wallboard nailing inspection required. l If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. I/ Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). 13" Brick or stone veneer (Uniform Building Code section 1403). �1! Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). K Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). ,8 Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). JA: Attic access and ventilation (Uniform Building Code section 1505). 1�. Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 13.1.F SRA. 13.2. Flood elevation certificate. 13.3. ❑ Fire Sprinklers required. 13.4. ❑ Special Inspection requirements. 13.5. ❑ Use Permit conditions. 13.6. ❑ Sub-Standard Housing letter. Page 2 of 2 INTER -DEPARTMENTAL MEMORANDUM 0100P4120 TO: BUILDING DIVISION, OROVILLE r FROM: �Q�� , ENVIR. HEALTH, CHICO DATE: !9 - Z_& -0/ RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: y OWNER NAME: SEPTIC: WELL: AP#: 04,( —(a JCS -60,5— ADDRESS/LOCATION: LOT -s�i Sakylz/ w ,e D Comments: GL/memos/releasehold j'`1 ON PLAN5, I 'P. 001KI017 WOMM OWUM W -W bi rade., Ad c flitisfiedgraide shall slope J eze_w it atlonrto be minimum or 6 above jo, ant p or found 7e, (Xr. To X 5clMUM.hIAIL6Q:STAPLE 6ALL' /=epv�� , Awl C, ON I" � , 'A a minimum or 2 Away from the structure- . . . .. ...... 0 2, POST P RPLAN � �, I I. GENBULCOMWOM ANCH092 :)L�`,r 5%.0 -HE LE FO DOWNS B( DU R HOL ANCHOR BOLT PER . . .......... HOLD6WNPE,R PLIW to o ottatructionmonottra,thapponaer i. Yhe contractor shall-varifoall d" and 4 iaft Pr r t c Co MINIMUM if SA WALL SCH DULE R' ANCHOR BOLT PER or a6l; discrepancies. is provisions of the Calffornia 2'.. All construction and methods shall be in strict conformance wh A the appftabl and Alp municipal, rotate, '4 edition of the, UM UPC, NSC 0, 1 the lateetr Building Code, I C, cAS Edition, 0 (M ONO POUIQ);: (TWO POUR) 015 OR STUD P T4 ANCHOR Le, ANCHOR I -e M IN, ATTACHMENT STEM WALL POST PER PLAN_ * 1 6 EAR WALL SCHEDULE H, , � _p1leable -111 1 11� - And Feilaral regulations.. 2. �4 'BOLT MIN. BOLT MIN. THICKNESS it D R PLAN ;HOL OWN PS BOT T OM PLATE % approval. - - 3. All work 16 subject to building department. field inspector kmon, and all other pe s 4.7he contractor Shall provide all pwft,Urat 119c"Garg to PrOtO 6t the structure, wOr From I I U_ - Cy D2A A ST00 211 6 B2 S T I& V (2) 0/all �MA', ro, bPrrIONAL COUPLER'r, 4 PLYWD. PEIQ� PLAN during constructlom I tc cuts And/ or n a (site pld by Others, S. Additional lar �n, plumbing, healtir And ve t1flatto machaffica, a "q 0 -i 9STBI& 1211 SSTB20 16": V1 10 9 6 'SCREWS 61 Ion �� I . _ 2x OR 3X P.T. SILL RIM J ST �unless otherwise noted or indicated on the drawings. .6 be 6. 1he contractor shall verify all dimensions on the plans 00roro co, mmationg, work a d the on t HD5A SST.520 Oil 5911324; 20", V 1 (2)1 CONCRETE, FOOTING 21 SOLID B KG_0 ALL HOLDOWNS L n6tiffiedora discrepancles. hInciiiin an the plans or called, f 1. in. the event certain features of the =%istructlt:in &a not fully I or in the riots* their construction� shall be of similar character to pond itiorto shown on the plans and shall N SSTB26 101 6STP24 2011 4. SDS 66P EWS PER PLAN . 11 1 1 �. I .. 11 �� 6X P BILL ZA UK T propecificattons, be, reviewed by the engineer sod owner prior to construiction, '' - . I ;5 AJ U _v HDA HD(;A, INSTALI 6ST13,W/ ARROW ON TOP OF BOLT L i I I N� CONC05TE FTCr.:PEIQ,'PLA LT c�o-ntractorthAlli�6responsbiefdr,tho,ldcatim of .11 underground factimas or other buried objects which -a SSTB28, 24 SSTB34 20" Bit 19) -1/011 M.B J 1P_H66-t k SISTB28 2411 65TB3 4 26" SDS SCR _WS' F 61 POINTING IN THE DIRECTIO IQ EQUIRED BY SIMPSON INSTALL,ZSTB, 'W/ ARROWr and deptheor n utilittes tha ''au countered but lana. Location any oxisti a Witt may be at which are not shown on these P or,,pag not be shown on these planar ars approximate and lm aij not be complat&' sIgn,to based son be& ring capacity of 1500 MF.r do upon an assumed 2i : 1 11 � I I I I � U, 01 11 ' I . ON, TOP OF, BOLT Ide L' J'' DIRECTION 0 POINTING IN THE 2. Foundation j uhudual son conditions such as organic Sofill"Clay VoCkot%# or U led role shall be brought to the attention q 3. An $STB28 24" GSTB34 901 511 (3� -1/8," 41 MBr IF. "POST'IS ACTUALLY DOUBLE STUD, EDGE NAILINGIS REQUIRED FROM , REQUIRED BY SIMPSON r I orthe en"er prior to construction. orfi ial before condrata is poured, 4. All oxcav'a tions, shall be Inspected and Approved by the BWdMq Zr fo son 12 indhiiis mthimum below "%tlfq Grade,or ae directed by the, PH 8 SSTB2 8 24" �,SSTB34 Sit' 151! r 24- SDS SCREWS 811 PLYWOOD INTO EACH STUD FULL HEI IGHT ACTUALLY DOUBL REQUIRED FROM IF "POST" 16 E STUD, EDGE NAILING IS Fodtfn _rm, undleturbadr native go shall extend to W eProvided tests are prora d to Engineer, whichever, to low- at. Eww1neered fill maij be used as existing ad "to, C ATTACH D BLE OW TRIPLE STUDS OG 16d SINKERS 0 ; 12' O.C. OU T ETHER W1 ROWS' PLYWOODANTO EACH STUD FULL HEIGHT th Erigzriser or a cKM relative compaction per ASTM 1551 0 H A 9 ST62S 411 SSTW4 96, 24 (4)1/84 K5 sit T SINKER 0 12" O.C. 0 ER W1 2 ROWS le"d ATr AC' DOUBLE OR TRIPLESTUDS.T GETH 6. The bottom otall foctItigo shall be level. 41hors, 6.,r mall be responsible for determining the exact location otait anchor bolts, holdown an hecontractori framind ittembers. and, embadments,priot to placement or concrete and at installation or structural 0 N E� H I.DOWN, A T �SLAB H10 1:;t.POWN AT WOOD F�R or strape, 60- -00 0= moxftim 1. 2 diameter X IW atei spaced at, W toballdonp NOOD SCREWS D 14,5011 SIM0 go STRONG D IVE Woo SCRr 6HALL'BE Ij N R =WS., Or - I. E,� ' r I L I I N SPAL A ric"or 0 I a glop latl� 1twh 11=� W:� a C U I I . I I I I . I I I I I � own hor bolteo:nl 6� All Id j ON PLAN5, I 'P. 001KI017 WOMM OWUM W -W bi rade., Ad c flitisfiedgraide shall slope J eze_w it atlonrto be minimum or 6 above jo, ant p or found 7e, (Xr. To X 5clMUM.hIAIL6Q:STAPLE 6ALL' /=epv�� , Awl C, ON I" � , 'A a minimum or 2 Away from the structure- I JI I 1 11 Ill 1 -1 Al IL I 'I I I EATING lAl r w i�i-FoLIJ 1 , n 1,4w 2 - 3050 SA W1 aPID1 "'—L LIViNG.SPACS, MUG :,,I3r:L,,,`) AL r 1A. AAm, I'll , � I I a 11; ric _ m I . , �, I 1 ipAcriv ONE 'HOUR FIRE iWALL'A6 EMBLY. ALL, WALLS AND� OARAGE 'CEIL'ING AOE"�i �AAART,OF lkra A SSIEMBI.'�'. , "12 -2, 2'_2 11 � i I . 1 I bklo BEAM 1, 21 oxIO BEAM' An cv) E 1. ALL EXTERIOR HlEADEIQS.bHALL. 13911 4XI2 U.O.N. I INSTALL ST12EET ADDRESS NUMBER&OF SUFFICIENT SIZE AND CONTRASTING cn c,,,) 10� 8, Sect DOOR :121A L TO BE READILY VISIBLE FROM THE BTREET.. MATE 2*7'-4" 131 211 3. ALL,WINDQWS,SHALL, BE DUAL GLAZED� 2! -71,1011 0-80 2 0-g 4. INSULATION SCHEDULEs -16 J. C_3 EXTERIOR WALLS R-13 BATT CEILING R-313 BATT (OX6 POST INTERIOR WALL SOUND INSULATION (PPT.) _Rmll BATT a 1/,iNkI20�901-RSALAM. JoAd T*po AV U CA - 'k 3040 G.H. FIXED 3040 S.W. &XIZIBEAM �IN 5. A INSULATION CERTIFICATION, FORM, CF-&Q:ISQEQUIREb TO BE, POSTED AT, If ----------- 16". THE RESIDENCE PRIOR TO THE15SUANCE OF A CERTIFICATE DBL.TRImmER 0 OF OCCUPANCY. (o. ALL EXTERIOQ�DOORS AND WINDOWr SHALL BE, W ATHERmSTRIPPED' 1. ALLJOINTS AND PENETRATIONS IN EXTERIOR WALLSFLOORAND COVEREDPORCH 1.5 CrILINGS SHALL BE -NULKED, AND SEALED 3/0 1V 2-3050 G.H. La a. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY �C.E.C. F/D 3040 S.H. c 9. SHOWER �HEADS AND FAUCETS, 5HALL,Br CERTIFIED BY C.E-C SLDR. 3040 SA FIXED 3- 0 10. ALL HVAC EQUIPMENT SHALL.BE CERTIFIED BY THE, cec. 31/2"W211 VER (4X4 �A L M 402 11. ALL GAS APPLIANCES SHALL'HAVE INTERMITTENT IGNITION DEVICE. POST TIR21MME Q tw) 12. IN 2ULATE ALLDUCTWORK IN UNCONDITIONEDSPACE, -42 MINIMUM BEE)POOM E TERTAIN 1ENT I '13. DUCTS SHALL BE CONSTRUCTE D, AND INSULATED PER P, NSTALLE I I MASTER - c NTER WAT LINES WITHIN 51-011 OF WATER.HEATER (IN UNCONDITIONED 14. ALL �HOT E$Z SPACE)SHALL. BE INSULATED WITR R-4 INSULATION. 15. EXTERIOR WINDOW0 AND DOORS WITHIGLAZING SHALL �HAVE APERMANENT j "A m uj; DOORS OR 6 SHALL �MEET NFRC LEVELS ATTACHED, U -VALUES OF WINDOW, MUM AQ� GRE AT,,rQOO 13ED920 OM #2 THE TITLE, 24 CALCULATIONS. VAULTEP CLG� 91 16- TITLE,24 INSTALLATION CERTIFICATION FORM CF -(PR SHALL BE POSTED AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A, CERTIFICATE OF OCCUf:iANCY. THIS 16 IN ADDITION TO� THE �INSULATION CERTIFICATE. Il. PROVIDE FLASHING AT ALL, Ex%Om OPENINGS EXPOSED TO WEATHER 41-411 ERT INSERT FIR P J BI-PAss I JI I 1 11 Ill 1 -1 Al IL I 'I I I EATING lAl r w i�i-FoLIJ 1 , n 1,4w 2 - 3050 SA W1 aPID1 "'—L LIViNG.SPACS, MUG :,,I3r:L,,,`) AL r 1A. AAm, I'll , � I I a 11; ric _ m I . , �, I 1 ipAcriv ONE 'HOUR FIRE iWALL'A6 EMBLY. ALL, WALLS AND� OARAGE 'CEIL'ING AOE"�i �AAART,OF lkra A SSIEMBI.'�'. , "12 -2, 2'_2 11 � i I . 1 I bklo BEAM 1, 21 oxIO BEAM' An 10� 8, Sect DOOR L 7 i I .�-3 ,I?'C�D:�U,1A►L1�,;5CH��UL� PS M WAL O DON fi. UDS SPACED Z4" O.C..MAXIMU " "` RYWALL SCREW5.1�'1.;O.G...,4 D:BOTTOM P4 TE5 i;AND 2 ,, : BLOC ING,.A L YERT,ICAL; DGES'SHALL<BREAK;ONxA>'S7UD.�BLOCKING 1S REGIUIRED `ALL' HORIZ.O,N.T,AL EDGES. CAPACITY; F J A , 'FT. ,� {FO . r► Y T. TURAL''G DE^:SH ATHIN WITH' 16 GAUGE G YANIZED . THERMO PL, �y�_ A. . A , uH F . AMfNG..MEMBE ; STAPLE5,. L :.CROWN., " 't T "" , " LD:�,ALL"' WfTH' BLOCKI Cr''REQUIRED R ALL; EDGES• A, � ,,O,C.'EDGE,1 FIE _ . �. , GAPACI'TY 200/FT. T A D 5.5 LL BREAK ONiA.;S-iUD: atC'FEDGE,12_:.O.C.FIELDb•ALL VE(2, IC. L,.,E...GE,.:.HA _ pBLOCKINO;JS`RE0, UIRED .FOR., ALL; HORIZONTAI:,;,iEDOr .,CAP.,ACITY., 2 00 +!/Fts ', ! L� 3 8" C X ` . LYWG2OD.ON.5TU5 5F?'. ALTERN,. TE 6R�ACED.�PANE_ , . ,... D_ ,P .. ._ .... , , , ., . A- T OrC... DGE IZ,,: .C.,FIELD,,ALL YEIZT.ICAL I=DGE5 SHAL�5 MAXIMUM WI A b, E,, , ...,,,„. n .: 6-:c, . , .OR ALL: HOR ZONTALFEDGE5:1N. 5TALL :BREAK' ON A.5TUD, BLOC 1NG s. R OUIRED. F .. ! , , . . , M T R A . G R: BOLTS =, ITH '1".MIN .EMBEDMENT .A :PANEL. DUo"E POINTS 1 . AEE _,N HO _ . .. , ;, W.... ; TA . L'HOLDOWNS 5' SHOWN'°O . PLANS, „12 BOLTS PER PANEL")."IN INS _ _ L _ , A __ N .. 'i, STUCCO ON STUDS SPACED.0 24" O.C. MAXIMUM. 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I � I �l, � . r I � I - ON,_ , �: � 04',IMSULATI " 'Ir I I � I � I I I I � 1. � � . I I I L I � I I I . . I . . . � � � I i L I "I I.; I : , . " I � I I � 1. 1. I � I ,.", .� I I � I I , :� I I . 11 � . I I � : " I .1 I ,, I I . I . I I � ), I I I ,� � � I � I .� I I I � I 11 1, � I , I . I I I 11 I .. � 11 I L I � � � ,,L ,, " i , � . . � I I.. . '': � I . I � � . I I 1. � , I � 1. I I I � I I � � ,� ;� I . I I . � I � I . �� � r � . I I � I I I L � � . .1 , 11 11 I I I ,,, : , . . I I , �L I I : I � I . .1 I L � I : I 1. I � . � ,, .. - . I , I -1 �; , I � ! I . . 11 I � , . � I 1. I I . I � I . i I i - I L I I I I A; I I I '�r I � � I I . I � I � I � I . I "�r, �' � . � I , I I I I . � I . 11 : I I . L � I � I , , � I I . � I . I , I �� � � I , I I I I I . I � , � I I - I I I . � I I I . . I � I �_ I .. I I . I I I L I ,- I I I � I . , I ,, � i I L : L I I . I � 11� - I � , � % I I I I _� . I L I 11 � I � ,_ ,W L - � , � . I ! . . � � I I : I I . L I I � I , I . , �. " - , �, . 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I r I I . � I I I I : I � � I . �� �,� : �, I r I I I . I . . � I ,� . I �1 � . I , . I I I I , � I I I I , � i , , � � ,� I . � . I . r i� I'll I , I � 11 I I I I , , I I . � � . ,� ,� !� � I I I I I I I �. i I � � � r I I , I I I I � I . m � I '. � I � I . I . I � . I I I ,� � I I I I I r I 11, . I I I 11 , I . . , � I I I , , I I . I � , 11 I � � , � � r : I . . I I � I I . � I I � I I 1, I . � � I I - I I I . I I � I . . . I . I . I I I � � . � I I I � I . I � I � . I L I L I I I . . I L I I I I I I � I I I I � . . � . . 11 � � , � I I I I . � I I I I I I I . I . , I V; I I I . I I � � . I I , � � I I . . I . I � . . . I . I I I I . I � � . L I i . 11 � I I i . � . I I � I r .1 . I . I I I L I � I : - � .� 1. - I I I I - I - - I - I I � 1. � I L I � � I . I I I � r I I I I � I I I I I � � I . , - I I I � � I � I I I . . . - 1. � �, . I I I I I � I I r I �, , � I � : I I � '', . I I I � , I - I ,- � , ,� �, � 11 I . � 1, r I I I I � I 11 I � � � ,�, I I � . I . ; I � � � . . 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I I , I I 9.: leeks - � limit air ,, _ _ 1 O. r ' I rovlde 120 jolt receptacle,wlt to 25 feat of ah. cr ical c n s.,tar sh I_ Electrical Pw -C t mechanical r o n ct ad eco t o n " an electrical d ac n e eta n __ u R n. t e d me chap cal J , .. , _ _ , r , _ , _ - t A erman erg t electr real outlet and (contfolled b a s witch located equipment. . _ q ►P _� Ufa anted' a t c mo provided ator near t t a be r e r e l shall _ ss a ew a © n he a , P P slump a maximum s s er cub and _ _ ce e t fact 5: sack P e shall have a tu n o cret h .b. L All c n h P �t _ . _ ; . noted. u t unless otherwise n _ 4 And, minim Fc 2 51 after, 8 c rn 8 _. ` _ _ „ , : 11 _ 1 IIs cea. t at for all fust bun n a n us to r Provide ..Comb n de furn ace s. Prov P _ P _ _ 8 P _ 1 n. aLo n able w ndow t nd I sect> oof. Screen 1 be roden a n Iidln eh I _ _ _ _: _ _ al bull - __. __ The: Pe _ . T_ _ Pr' _ _ _ „ _ tI foundations e x o sod surfaces rmmedra e of ound _ d a maximum o n e tux f r ate size: shall b P A e - _ t - t oweltn to a� tr after A _ . '. _ - 12. _ I to be . tr material sufficient a ze and co tr ae n Address numbers of f add 1 n staff trent c In 9 to der d C-33 fol t v ASTM. a n i con m shall ! . all a `re Ates h T s a ._ standard o form to :ASM n c n 2. All shall 99 9 , _ _ , , .. ,1 . - - : : 3. _ _ _ v the tee . : _fr m t visible _ 41 tura e; a u ac r t e d t accordance .with. th roved m n f e at le the o ea allb n n detec t r h l S k _ _ _ PP Smoke _ _. s. , n .sur a ncr9 �s around ail bolt s rebate a f 3. Ylbrate;co _ h rete.. , ou to cv c t to r ea and wet _ t to s shall -be cl n . '.Construct n t 9 _ P 4 P - _ , _ . . _ . _ _ . _. -- , J , , t t shall be 2 except r etnforc n the " t ver. fo r ` - _ , > .. , - -, t ower fro the r r tmar m oke detect a hall receive he - e a or e utr d m r. _ . .. _ tt ns. R P - t uc �. U ins r - _ P _..- t source and a comma Gel, t ': o f when such .wlr Is served from the. b un din `wtrin 'from' _ fr 9 r9 r co ere e c _P- Is intml m n thew e S. Unless haw o r , �. n m � � t s a� b s3. a_ d d acts th ere t, h al at r h r a n _ _ concrete to to_be 1 ce r when c � 9 _ � P , - _ ;{ - r� 1 ai w e ilea n u rT elector shall h e "ut ed with a batter back he. d _ ell be 9 P _tl __. P Q P , . . . _. a a b Want and wttho ut a drsconnec tt switch t h I a arm a __ e low. Wiring n I ar n tortes. 9 the bat 9. P _ „ _ . ; - `v u a i e -then th oso r e utred for,ovor curront protection. shall so nd n o h r _. .._ _ : 4 are , located. t n hich the , a t t w sl to are a of he dwelling unit a e 1 e in. II rm dud td ata _ �P 9 i-na d a reflect FAU load where a Itc I true uaa des n a IL d Tru este at h B , . _ _ _ _ _ I . , - sa calculations .The _ PP. ,._ _ as been an Inc.- ubr _ or this r act. re area:b Lo fallow L m d Com mittal f P_ y .. sub P P _ , . . , met i cr tier to have b eon at esi n s tndtvfdual n n thA3s lens and d reviewed b the _ _ _. , T5�... ., 5-r _ ,- _ _ . • at the .ru e .T 9' review' Wa6 t o insure, th _ ufactur h f the r _ _ , a r. ur oae o e e _ e rasa m n th _ _ P.P. and a an s w e e se: lagout, fti proper raVlt :and late el a n truss loading, u i _ _ r designer :use d the ro r Io d ,_ P de P_ P 9 9 • _ . _ ; - oc - .5 Grade 6Of - t e rev _ , T A 15 t e shall conform to h t t ns of ASTM eo - a ate ! t. R rnforc n 9 _ , P <, ,. , _. , . _ .� _.. __ t lei t asses t do r u T des t n of t he tnd V at n of she tr ease. atructurat t the_ de he re _ire do 9 Gu a u acturer. t t f -the truss m n f a9t i o and fr am in c of 1 at on r ha o e res o sib t t 9u P d_ _ _ _ . than t beteas th t s s ai in b e o ...mod an d alt t: Ilce h eba to bed .f r e A r r bars and tar. r II , P_ _ _ -9 __ _ _ . - t a a cent b ar shall be ata erect a a sn d Hor zont l 1 99 of she 18 ► b _ -_ diameters s f bar m r ._ J 9 . .. P : ,. _ ,. a, - ^ _ _15. 5 I 6: e F -and WP. ; : t b f� a_. 't null to us i v xter m E r :a '2321.3. tdentiF In the mf r, _ es s e C all trues it b ar a: slam par UB t the obs..lte h � 9 9. J P P_ _ e t t um. _ 5 O mnr r a A. of ASTM A 3O'i Gr to the rovrstons _ , s a I :conform h 2. ®tilts and h uta h 1 _ P__ ,. , . - _ � .. 1 _A _ _ 1 :.and s a in , c .Iter a loading 9 r , T a 56s. ravtstona of A5 M Ik o farm to the _ t ss a c n 3.: Stasi s ud h _ t of - ov stens � .. Structural steel ahal canForm to r _ 4 tr_ _t _ _P _ ., ,lana. d " , { , - 1 w v n the aide eaa Ellet: wel a aha n a be stn le P 5. All f sld wol n h ,t . _ _ r dt s - _ 9 , - : _. L w bte stfQaisa ea. to a o `al a, st l . O arc n f f o 5 _ t1 na are des nod for connec o - _ ll C I'IOr.'1. B o le to an a roved she Oar: U ,. t shall orf rn d 6. -.Ail she weld n sh _ _ . P P p P � , , _ : �.Hem- t : o ed Fr i" on c nc, a e a14 b treat h e, o bear n reeaure A Ilw o _ p - . -- _ , - t. r than :nominal bels e 0 ar s shaft bei oof d u,tt a t 16 ....Hole sf or it h &bit l , 32 to (_ 2 9 to star: d m as e s 3. All bolt headdnuts atnat wood shall bear against d ,Atesl Washer : ; ; , _ _ _a a shall be: a C ta.Bot _ a ca ro aIle eta l tel w d f d I I are called for It unless c or on lana or Pe _ P , r . -_ prior to tCatwn of I o t e tt hted od o c. r , PP P pip : 3,t an 0 2 he nod : no t etas f all be: t I -drilled h sc ews_ah dr von :Into re dr _ , 4. La r / P _ �. _ r _ d ams 'L'.•,...C. �i•.. a1 ."Alrw..M>•,ws:lw ♦ 1_wwY4''O—rwaw. u...enn RMIe/llhNA11M'AA�erl ,111 ,. t � ;l �_ 1 � � I i '; 1 ... rIIti,\ � I - I _.. - � � � � 1 ... .�� � ., � �i � 1 .� .. i ' " I i i i V i .. ��.. i L '. _ �� ,.,. � .i Tp epattment,of Development, Ser vices, 01 :D 0 Building Division 0 g.. 0 !'County Cc nte rD r ive .0 Ile, CA 95965 voroi (530) 530.754i (530) 381401rAX 5,, Residential Construction Requirements DAP0111,TANT MUST be 'kept on the job site at all times and it unlaw This set of plans and specifications S fui 4c, make anychanges or Oter-tinnson sameWi hout written permission on the Building ,pivi ion, County of Butte, All materials and workmanship shall be in accordance; with recognized good practices andof a. qualitV Code (1997 U,B.C.), 1998' California specific use 'inAthd 1998 California Buildin prescribed for the s Code UU.C.)i and the 1-098 C.41iffirnia Kinbing, Code (1997 UYC), 1998 California Mechanical (1997 ht Electrical Code (1996, N.E.C.) items are separated ated into two categories (general and specific), The, "'general" items.,are for The followingp . r , your reference and are not specifically called out on the plans by theplans examiner, Theseitems MUST be com lied with, if a isthe builder's responsibility to comply, The "specific" items have pplicable, and it 0 or missed, it ooeg not relieve builder -P v tide of any been keyed an item is inadvertently left out ycd to the plans'. If ,res sibility�fbr code requirements, generator sped ic, Pon GENCIAL. REQUIREMENTS cual',to 5 0 Guest robins andlipbitable rooms shall havemturaYlighti;qual to 100/qof thefloorarea and nattuAI'vendlatio n 00 q I. of the floor area (sec.. 1203,.UB—C.). Provide required rodin dimensions and ceiling,11cight., (Sec. 310.6, U;B,C.) 4,i, Provide lights, switches, and receptacles for maintenance of mechanical equipment:equipment:(Sec.3016, U.M,C.) • Approved vent, and adequate com, blistion air for gas vatek heater furnace. (Cil. 7& Ch., 81, U.N[41) and/ori inhu'raurn one 31-0 " exterior door. (Sec. 1003,3.1 • Provide C 3,TJ,KC.) i Provide adeq0te clearance and type A flue for ,fiFqpjaccfwo6&iovc. comply itAifigs'and handiaHs, * All stairways to co with U.B.C. section 1003.3,'for rise, run, illeadroorn, widdi, l 0 14alhvitys to be minimum 36" wide (U.B.,C,, 1004'3,3,2). • Underfloor access and ventilation per Sec.2306.3 & 21306,7, U.S.C. • Attic access And ventilation (UBC section 1505). • Provide approved flashing at all exlerior, Openings. Provide 19" platfovii for: ap'll1iin,ces/equippientin garage capable oi- producing a flame, spark ot glpw. Provide prote ption of appliances in gartige.froin vehicular diuriage; • Closet lights per NEC, Article 410-8i o. Provide certificates of conforniance for all glil4laiii bcains,., Prwidc approved spark arrester at all Lhinineys/type "N' flues. Providel/2"k 10" anchor bolts@ 61, o.c. niax.�'andwidiiii�12"ofalljoint���Providd2�,'.vT'x3/ 16," steelplate washer @ each Ol boil. (Sec. 1866.6 U,B.C,),• , Foundations with stein%valls sliall be provided With a ininlinuin of one number 4 bar at the top of the Wall and one number 4 bar at the bottom of the tooting. (Sec. 1906,7,1, LTXC,) • Slabs=on-ground with ca-iminfin n of one nurnber 4 bar MOM top bottom. (Section 0 d -down shall llav in . .. ... .1806. 7.2, URC • Guardrails 4ohave ininfintun 36" high top rail, with'interthediate tags spaced that a 4" sphere cannot pass through (Sec. , ,509, lt.B,C)' Page 1of2 BUTTE CQU TV owners Name: darrier BuiLDING KPARTM 8t478uilding,Permit Number: 91-11412 Gffibons Plans Examiner: , Gignii Ar, A 0 VE D, ac ;. i • Veneer per Ch. 14i U.B.C, • Exterior; plaster— %vedp screeds (U.134, section:2506.5), t • Skyliglits per Sec. 2409 &-2603,7, U.B.C. - • Protect plastic foam insulation per Sec. 2602.4, UB,C, • Ground fault protection shall be required 'at all batlunonis, garage, kitchen, wet bar, and exterior receptacles `(NEC'210) • Electrical, mechanical, and phunbing construction (not plan revievVcd) shall, comply With the current editions of the Nadonal Electrical: Code, Uniform Mechanical Code and Uniform' Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewalII and 24" front clearance (U.P.C. 408.6), • Mhthnum shower coutparonent size of 1024 sq. in. & 30" circle (U.P,C, 412:7). i ' Provide plumbingfixtures, Water closet clearances and shower si cs per U.P.C, y SPECIFIC iREQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B,C: section 2406). 2. Garage firew,ali separauon -required on garage side, including supporting walls and posts (U.13,10,,section. 302.4 exception #3) 3. Install smoke detector`s as per the. requirements of U.134 section 310,9, L 4. Special roof covering required, class B tninimwn. 5. Provide 2 separate exits from the third story (U:B,C, section 1004.2,3,2 exception #4)t 6, Every bedroom slta have at least one operable window or door. Windows sl►all havcra rtitnhnurn net clear openable area ' of 5.7 square feet, Additionally, the window shall have a rninintum net cleat openable height of 24" and a rninimtun stet: clrar openable width of 20", The window sill Leight shall not be ntore than 44" above the floor, (U.B.C. 310.4), COLOR CODE USED, ON PLANS Blue`= Engineering Pink— Firewall Green = Bmced wall panels Yellow = huportant COMPLY WITH ITEMS INDICATED BELOW YoUr parcel lies widuitit designated 100-yearflood. plaht, Fitush floor, electrical ;KV.A.C, equipment and services ' shalt be a inhumunt of end foot above the elevation "Ac',10 on the tlachcd Flood Elevation Certificate. A Pose nbod Elcwation Cetfifwate Will also be requirelL 'Note: We will normally accept the following as compliancd with the flood elevation requirements: L fJuilding s a►tcliorcd to concrete stts►nwali gste►n widt conventional ancltor'bolts, ' ! ` :above rade or en � veered deli r tared ti (Plate height less Utatt 24" ► and air conditioning euw n entnnd faotities located 2, Building late on top of stemWallto be one)foot or more y S p, p ' 3. Elecf; ical, heating, ventilation, pion btng g q p above the plate, 4. At 1; At 2 openings in exterior walls, located on opposite of adjacent Nabs with a total not area of not less opt 1 square n,^', £or every" square foot nf enclosed mea, 51 71 t l+ottom of Ute openings shall be no lugher than 1 foot above grade. 6 'rU openings ntay'be screened or covered with other de pe try " f floodtvatcr. „ vices Uiattvtll rnut automatic en :and exit o ❑' Fire sprinklers arc regiurcd in this structure. z This parcel is located Within the California Aepartment of Forestry and Fire Protection arca. Compliance Willi tate attached CDF fire safd requlretuents will be necessary, ®: All structures tmd equipinent including overhangs shall be clear of ail easements, A setback of 5' from tlie, side and 15' front Ute rear property ]i►tes and 20 feet (25 feet if Federal Aid Routd) from die g g' y d egWpinettt except fora 2, foot overhang, cd d of the right of w5 shall be dlear of sirnctures ni Expaumve soil may be encountered on this slid. this condition may require Ute folWation to be designed,by'a Califormu.registered engineer or tic n' arcltitecl, -- -- - == - Page 2 of 2�tp� �w, a 019hers Natite: Carrier B;dh'� wilding Permit Numbet; 01-1142, IL ,' �� `�` )rX inert Glelra` Gtbbohs< APP - i v-kM H „"N4„Ht +Www> 1 F'S'+Y�MNWunu i'"."e`.`�v,',y'wuw�"""":..•..«..w-�+:»+?.'!',I'",7,` Y',� 1v .y.,.....w... w..�ywq-. `F �/Iq-+=— .� t..w..'f.'aw. ,w�. �r.+wl ,+{^-..w. ---..w , �!ti^".+.,""^^`�p*„,��:, AP # PERMIT NAME ' 12;73.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 600 feet, tuMnauts shall be provided no more than 400 feet apart. , [�CJ 1273.10 Turnaround. A turnaround shall be provided at all building sites ion driveways over 300 feet in length and shall be within. 50 feet of the building.'' 1273.11 Gates ` [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the ,roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. I 3,. where a one-way road with a single, traffic lane provides entrance, A,50 foot turning ,radius shall,be p. used. Fuel Modification 1276.01 - Setback for Structure Defensible Space,' [ a I. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings. and accessory buildings from ul] property lines, and/or the center of theroad:_ For parcels less than 1 acre, local jurisdiction shall provide for the -same practical effect. See Other ;Requirements below. - 12U. 0'2 Disposal of Vegetation and` Fuels. Disposal, including chipping, burying, burning''ar.removai to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site developmentand construction, road and driveway construction and fuel modification shall be completed prior to°completion of a road construction :,r fi_ral inspection of a :building permit Page 2 of 3 BUTTE' COM BUIDING, APPROVES , (CARR0412-'CARRIER CARRIER RES. Al 'I1' ATTIC )THIS DIId PREPARED FROH COMPUTER INPUT ,(LOADS A DIHEIISIONS) SUDNiTTEO OY TRUSS MFR. TOP CHORD EX4 OF-L_,f1AReL. XT2, T4 2X6 DF-L ;SS:, CALCULATED HORIZONTAL REFLECTION IS 0.21" DUE To LIVE LOAD AND o,.201 } :T3 2X6 OF•L J'2: DUE TO DEAD LOAD, Jon CIIORD atl PF-L, illi ;02 290 TF-'L SS: :03 2XG DFL It' WEDS ZX4 bF•L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE + .00" OC. C-) COLLAR TIE oRACED NITOC, ALL Dc @ 4B I� LATES DESIGNED FOR GREEN I.UNDER BER NDS-97 TABLE 7:3 3 ; .. A OG ATTIC ROOM pLgOR'LOADING" LL - 40.00 PSE; OL - 10,,04 pSt FROM �„ ALL FLAT TC @ 24100" I N CONTINUOUS LATERAL GRACING AT 2A" OC, OR RIGID ,- CEILING. uC=n DEFLECTION MEETS L/360.00 LIVE AND LJ240.00 TOTAL LOAD, ALCULATED VERTICAL DEFLECTION IS 0.40" DUE To LIVE LOAR,.AND'0 do" DUE O. DEAD LOAD ATX 27 9.81 i l W2X6'ta .1W6X6em W6X6= j W3X6 RI'' W8603 415X6 � I b3 W2.5X4 S "T9 W2.5X4 0 141.5X4 4 �- 142,5X4 7r T2 �7 1'I1.5X4 0.1-0 142:5X4 4r W4X3 (A3), TIN W4X4(A3) lim P"idj 1410_0 142 5X4 Hs51M1is az W4X4(I2) pI 112.5X41 w W49(A3) om A3 W4X4(h); ilf (15514 a W4X , , ( ) t t1_•5 164.4 I I ,• 4-6'669`O 4.6-U 6 744d•A 4 7"12 5.0.0 4 7 12 4 46�7_,� 4"6-O 6+9406.0 10•tl•p � 5•p.p 0 UVeh 3 SUOports tryfay,, ,-,,,_ •1609 N�3.6ti '�•1307,'ild3.G" - PlT TY .�U^ � t y ; it Ii tren Lfi,Wa`ve TPI.95 besi' n .GMitgr4ai TPJ 5Tb CA 1 • F . 5cate:d.11175" "Jr r.- W. •• lAOSSEf REoNIN ,ERINLME CARE"IN PATRICAIION, NANpIIMO; YMIITiNO.. INSfAtI INa AND - .' NARNIIIO • qq p .wRACIAb, AtIEN'.To NIO'SI (IIANpILNG INS1ALl1N6 AND DIACIMOjj. PUNLIYI#G DT TPJJ 1tTTNVIS PLATE OGn IM, H TC LL 16 cl0 PSI` REF 6427' •80068 i low1Utt, 503 0,000FR10 OR.i SL'Ilt 200. NABISCO, 01 SDI,SI, TqR IAI'tTY PA ttl II FNLOR ib -:041,17101 ,1 C ;PERFORMING TNtSt FUNCTION!, UNUSS OTOENNI$t INDICAIW; TOP CHORD $HALL 11AYt PROPERLY AITALHCD TC nl_ �_p P5F BATE tl4fi7-�o1 -� O 31AI&CIURAt PAMttf, SOTTOII CHORD SNAIL $01! A PNOPtRLT=A1TAtIRo RIOip.C[IUNw. ,- '--- -, .-- N •VIII ORTA11t•! :70X11811 A,COPY OP 1MIY DTSIGN 10 FMErINitALIAIIOR CONIAAC UR1 1iNiNt'twuuttntn t� w;zR:w 10 x1 PRO "i INC' SMALL Not 01 K(SPOLSINLE,toll ANY DESIATION FROM 11113 BE$ GNI ANY 'PAILONt to N' ddb DC bL'. 7 itl {751• bflW CAUSRi27 OIIOFO61 �ry DO "FINE INE iNUSTtS IN 04ORIIANCI N11N TPII..OR TAIRICATING{ HANDLING, SIIIPPM. 1NSTALLINO AND `, 1 •-+. A P j� DRACINw aF 111161[3 IVIS otSIGN ttlN1OXMf NItN APPLICABLE YR0Y1S10NS OF Not (#ATIDXAL D(AIaA UC LL pq.,it1, OSF j CA-ENG, GTP/61411. 'CORN PALE at RUSA AN BNL S7 4 RN S Ot M NO PAPER FON) AND TPP. ALRINC ,�Dq� , W Y CANNECICESSPICIFICAVIM[rr11AOltIftO BY TU AN Do A9A1IN1AESSISSSLOCA1ED ONINI'DNITION I! NMECTOASNItR�RL TO * h I7,. TtlT..1,b' ]O...:-tl 175E !, SfrRN 35782 '.. aAAHIMat ISO A+.to TMt SCA4 ON THIS DRAWING INDICATES.ACCtP1ANCbOF,PNOftS1 hot EllaIAtTRINS CIVIli y.,♦ i.:25 F P WQ ANSItTP) I.LS3f SECTION 2i S �� bURI 7`C L f;0'•' ,(iA . yaRii11tli CONIONENT(FOI AXSECTIONCblA1COUIlO1MaD1l TNETh[f10YSIBIIITY OF THE ltliLDlAaIpESiRMENfETYN TNI C7F L� SPACIWG 24:0" Alpine LD ,GTeeral PYTxhtcYt - lD, CA 93A2A ,. wTY-�w.rw� ,�!�r i *:-X,,. _"r",;'".,�. ^' /y'"' ,-;"."w` � i�--•^""�"w`.., x-'tx'� �'R�aa''�ak'�cY:'O,.A'P,'+Y : :AITAcneO �� uluaE is to ]}\ApT 17 2001 KING I R wu... TC DL 10.0 P S F OC DL 7.0 PSF'' GC LL 0.0 PSF TOT.LD.'"33.0 PSF` TOR ARITRRTICUUR^BUIIGIRG LS THE RESPONSIOILITT Of TNf IURPINS 01;IGRER..PER �. _ •"F�FL"A11�✓ �` SPACING 36.0" " 7-199S SECTION Y IG GTP/GWH 37505 GA GA -w rT.� N•Pp (CARRf:Ai2 CARRIER -CARRIER RES. A241' ATTIC CARR ) 71115 OP,"PREPARED FROH COMPUTER INPUT (LOADS 1 DIMENSIONS) SUOWITTED BY TRUSS HP R,, NP TOP CNoRn 20'DF'�-L #16Bet :T2, V 2X6 OF•L SS: 2 "' am,p1etet Trusses Required fi CA ON :T3 2x6 BF•L X12: NAILING SCHEDULE: (D.13lx3,0_g_nails' LrABOT CIIoRD 2x8 DF -L 1 :62"2x0 DF L ss::03 2x6 DF -L �2: TOP CHORD;. 1 ROW " WEBS 2x9 DF -L Standard .b DOT CNORD: 1 ROW (1 12" .PLATES,UESIGNED FOR GREEK LUMBER PER NDS' -97 TABLE 7.3.3. WEDS 1 ROW 0 4" oils. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS CALCULATED HORIZONTAL DEFLECTION IS O.16" DUE TO LIVE LOAD AND 6,a1- IN'EACH ROW TO AVOID SPLITTING, DUE TO DEAD LOAD. co U p S OR RIGID CEILING USE PURLINS: TO BRACE S L PANELS IN LIED F STRUCTURAL O TRUSSES TO BE SPACED AT 36.0" OC MAXIMUM. ALL FLAT TC @ 24.DB" OCP ALL BC @ 48.00" OC: Q BC ATTIC ROOM FLOOR LOADING: LL r= 40.00:.PSF;IDL 10.00 pSF; FROM; COLLAR^TIE BRACED HIT!{ CONTINUOUS LATERAL GRACING A7 24" OC: )3-6-0 TO 27-6-0.DEFLECTION MEETS Q00 LIVE; AND L/360 TOTAL' LOAD. 412.5X4 a. 146X6 s Iw2xa . r 412Xa IB 4l6X6"� T3 142.5X4 2 W5 X 6,0, 412 X 6 III-�----> IJ5X64 142.5X4 141.5X4? T2 N1.5X4 Iq T4 c i] 7,r �7. W2.5X4.� 141.5X4 8-1-0 o W4X4(A3f *X4(0) a c+� —14-0-0 - e n -o w r�4 142.5X4'= 142.5X4 ffi Bz W4X4 w �; W2.5X4 m w W4Xq (A3) 13 W4X4(A3) 1=s•2VIaXB® J VI6X6'� _ I 16-6-4 w 4 6 0 4;6 1 4-4-4 4.7.121-5-0•U�l�4,7•tZaf-A-4 4 (_4 6.0_I�A-0.0-1 ' z 6 0-0 7I p G•7 4 1 4-9-0 ( 4.8^B I 0-9-0 - 1314 1a 0-0 15=0 0 I 1 6-7-4 r G -9.-O ! 18-0.0 J " k.— r syati 41_0-0 OVer 3 SUpp"orts I1° aZ533 11«3.5" R-1961 W-3.5" I Rr2o06 Wn3:5" A 1 o N6, Ct,7ttes Are 142.5X4 Except AS Shown. "1 " PLT„TYNGWavL` TPI; 95x Desi n Criteria: TPI 57U CA - ” - F Scale m.125" Ft: pulNc�• {AV•,SC3'AEOUTA[ f1TACUC CAA{ LN EA ORICATION, HANDLING,:. SHIPPING.INSTAUTAGANO- -;; .f� _�.—�..� Tr. I I 7ti.n -.PSF ''RFF R427,--4811 :AITAcneO �� uluaE is to ]}\ApT 17 2001 KING I R wu... TC DL 10.0 P S F OC DL 7.0 PSF'' GC LL 0.0 PSF TOT.LD.'"33.0 PSF` TOR ARITRRTICUUR^BUIIGIRG LS THE RESPONSIOILITT Of TNf IURPINS 01;IGRER..PER �. _ •"F�FL"A11�✓ �` SPACING 36.0" " 7-199S SECTION Y IG GTP/GWH 37505 GA GA -w rT.� N•Pp fil AL, NE NP DG fi CA ON :AITAcneO �� uluaE is to ]}\ApT 17 2001 KING I R wu... TC DL 10.0 P S F OC DL 7.0 PSF'' GC LL 0.0 PSF TOT.LD.'"33.0 PSF` TOR ARITRRTICUUR^BUIIGIRG LS THE RESPONSIOILITT Of TNf IURPINS 01;IGRER..PER �. _ •"F�FL"A11�✓ �` SPACING 36.0" " 7-199S SECTION Y IG GTP/GWH 37505 GA (C61lR0412-I'ARItIER - CARRIER RES. (SGE)',A3'410 PGE ) THIS'Will PREPARED_FAOM COMPUTER 1NkJT (LIIADS'4 BINEIISIONS) SUMMED BY TRUSS MFR.___ TOP CHORD 2x4. DF �,' 160et, :T2. T4 2X4 bF=L'. 1: SEE DWG GBLLETINP699 FOR MORE RE0111REMENTS. T3 2x6 DF-L #2: ,.A"90T CN0R0 290 OF-L 'SS :03 2x6 OF-L'#2: :04 2x0 DF-L 1: 1N LIEU OF STRUCTURAL 'PANELS OR RIGID LEILINGIUSE HURL RS:'TO ORA TC r NESS 2x4 DF-L StDhd4rd :115 20 bF-L #1 0 24A04 OC, PC 0 72.00" OC, AATES DESIGNED FOR GREEN LUMBER PFR NDS-9T TAOLE 7:3.3. , COLLAR-TIE BRACED WIUI CDNTINUOIJS LATERAL bRAC1NG AT 24" OC, OR RIGPD i cEIt.ING. DC ATTIC Rb01q FLOOR LOADING: LLA 40.00 PSF`: OL . 10.00 PSF: FROM -C-:513-6 0 TO 27 6.0: DEFLECTION MEETS L/480 LIVE AND L1360 TOTAL LOAU. ct5 , ,l"" TIJIS TRUSS IS NOT SYMMETRIC - 'INSTALL AS SNOWN-**' (1O 2X4 OF•L `#z FULL bLOCf . ATTACIJ BLOGR TO THE TOP CI(DRD NITII 14 4 ALPINE PLATES c4.24 dc. TIMUGI10UT. DTII"IS TRUSS'1S DESIGNED TOLSUPPORT 12" OUTLOOKERS AND! SIOJNG LOAD NOT TO EXCEED .70 PSF ON, ONE FADE. W6X12 0 4J6k12 & W2X4,i W2X4 ra' 4IW2 I\ (K) 133NS T4 W6X8 dI j r 72, W2X042,5XA'I Ala 10—_ r 1404(A3) e•x G _ W4X4(A3 d ra e-'urs GAs3 W X12: 5X4 III IIS514 in W3iiJ,4 01 04 r=�W4X4(A3) z W2, X4 W1D>;in W04(A3) e 5^6-U 4•7,12a�.c 13=414 I = 0-0 0-0,0-0` 18.0-0 _f ` 41-6-0 over 2 Suppohts - R=105 Ptf'.W44.6-a2 CI Note'. All Plates Are IIAM4 CXCept At 5110WO: M PLT TYP'. NIGh Stren th 14aV6 TPI!-Wit DGsiEn_Criterin: TPI 5TD CA - 1 - - F SCa10 ii551''Ft. "UAOHIRS" 1ROSSES MUM UTIEHC CAA[ N fwRICATIOR, Mal I'll IHIPIIII1, INSTALLING �4D 0 PSF REF Rb27 A-88048 I' 'ONAC{R6, AEtU"tO N1b, 11.. IAANOLINO INlfAL tNi AAO ORACIM6 , IVAIISNEb AY tYl It Russ it lot 4I) V(f TG Lt 16 JNir tart, SO3,D'OMOrR10 OA.,,Built 100,-MADISl4. NI S]t{%J.- too SAfttr PNAOIICES PRION T ❑ C� - ".STRUCIUAAL"PAN[[ TtlNC110AS.-ORItSS OIIItANI%t^IADICAIEU{,TOP CHOAC. SAAW 114 t IN OP EALY ATIACNED )C DL 10-.0 PSf�=:- DATC 04 1%./DL - - G toifgIMINO�TW --- - LS. Bottom -GROAO SOAU MASE' A PROPULT ATTACNL0,11010 CULIHO. _- DC M CV •. IHPORTAItA• MIAMI AYDPr 0/ PHIS tllSlb] 10 SN[ INSi6llAt10M4tlNiNAc{oN. "ALPIN[ C6NIAEEAEU '.U1a 7.0 p5P" 0RW CAUSRg2J' bit 07063 IRODUCis, tocc SHAtt. Not Er AE3/DR IbLE PON ANT Ot11AJIOR 14011 ?1113 011 fill .Alt rAltNRE To bG _Y _ 1 �-•i ._:, �t rS T IUILD THE 11 05911 IN tONYOROANCE Oily lot I: ON, iAOAICAryR0,. 11AROLIN6, SHIPPIRO} INITALLM AND " i1� f" ,INE BRACING of TAVSSE3., toll DE11411COMM 41IN APPLICABLE, PROVISIONS Of ADS (NATIONAL DLSIOR DC LL D D PSP CA ENG; ,GTI /GWR 5, :lr'CA"ONL PUALISdtO br 101 AMERICAN roRt6T AND ?APIA.ASSOgIAIIoA) AND t t. IAIPINE , * *, A '. is to, At ANI MADE,O 104A Alt" A61] 6NA0 ¢Alt, 31EU4 UctPT As Naito, PO CORNECt0A3 TO ` A ' 17 20DI T0T LD. 33'AO PSF:_;. SIGN �''... 357D5 MR PACT Or TPVSSI AGD UIIESS OlIl4Ubt lOCAIED ON toil DUMB, POSITION Come Cos Pro ,,. �L AA 'OIAVduttpIN61 too A�3'L THE 2TAt ON PIIS-0AANINOINDICA fogs I RS AcculANCt Or PNOrESSIONAL EMOIREERINO `s% C1U11+ p. hUR+1"AC L� 1.625 PROI'1 'GA /UPfgO Ohoultud d A 5820N, IIIC. CONIOUOr fOATAYILPAITtti {Colot ��E6UIto 0 �IS�IUE TRESIEASIDJl1TY or TOE. BUILDINOIiv Am* OESIO Ustfti TMtp 9� �Q. 0ecrwnt]LLD,cA954tH.._ ANathP1 I•Il%l..StCVICI a SPACING 24-.0" � 5^»^� P-tk�+�r� -. ' ' � � ryw:.�, W,+..w1w "�"C"�ii"M �^ ,`�„ ,.m.�,•yn�'-� w...� : ,.,. _ .... _ ,.-^�',,`--`F.".n;'uk7"Txf^JT'n.";"'..- '.k."".�Y".cur"•Ti`w.n.,.,R�fl:i:"JM1t:Y,1':Y't`S'eF?�^.^,!'::F<v`-.'�l!':`�'` p",.'4n'4"'._.".., .. , - a _. �— Mi"G .Yr �'.'1 ' �(CARR0412-CARRIER � ' NI77EQ BY TRUSS F1fR: ° CARRIER RES. - 01 10' COHN )_ THIS UNG PREPARED FRO1( COHPOIER'INPUT (LOADS 6 DIMENSIONS) SNB ' TOP CHORD 2X4 DF-L p IN LIEU OF STRUCTURAL PANELS OR, RIGID CEILING USE PURLINS: TO BRACE TG 007 CHORDL , 2X4 OF l` 0 24.00" 0C, BC 0 72.00" OC., IA:' WEBS. 2X4 OF-.L Stagdard Lt Wedge 2XU DF-;L #2::Rt Wedge 2x6 DF-L #2: DEFLECTION MEETS L/240.00 LIVE 'AND '-L%100.00'TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.. 10 TSF 0C LIVE LOAD PER UDC,, cry. _ z' r - W04 s , �, i .7 B-0 wb + � W1.5)G4 UI ►J2X4(A) a w, W2X�4(Al a r� rz: W3X10 III OXIO CI �1.5-2.�<�I D•9.4 1..•5.2x1 «'�, . � I� 5-0.0 -L_ 5-0-0 lot------10-0-0 Over 2 Supports R� ►O4 'i1-3.5" a R-4 04 W- 3,5` G PLT TO. Wa'Ve TPI 95 R Desig Criteria: TPI ISTU ••NA1111111a.TGU31C3 REQUIRE CIINEIIE CARE IN rASA1CATIO8. HANOLIMO, SHIFPIRO, INSTALLING AND IF ATO ��� � CA - 1/ /-/-/F'' TC LL ),R.O ;P SF Scale REF R427-+88070 ` 4 O INSTITUTE,p'03 Q allorma.AIIIN.�.pSUITC COoOLINS ,AMADISONLLING .OU1RAC'3119),PNFORSSAFtiv PRACTICLSJPRIDASS FERIaONIMG (NESE FUNCTIONS, DALEsfDTRERNISE 'IADICATEO, TOP SHALL WE PAOPERLV AISACRED TCS OL 110.0' PSF HATE_. i 04/17/01 O N �.I .CHORD SINUCTURAL PANELS, OOTTOII CHORD SHALL 1AIE A PAMILY ATIICIIED°RIGID CEILING,: •"111PORTANI'.? FURNISH A COPY 0Y THIS VESICO ID THC INSSAILATION CONTRACTOR., it Fix'[NOICEENEb 'INOOUCIS, OC' 0L. I , O PSF 0RW CAUSR421 01107.750 , I ti ..--, :IAC, SRAM NOT BE ACSPORSIOIE FOR, Any DEVIATION fROH TPIN DESIGN:: ANY rA1t0AE TO pJ 006 0UIL0 THE tRU59ES in LONTONIIAOaE NtrN"trit OR FABRICATING, "HAWIMO, SHIPPING INSTALLING AND AL P INE. ONALI NO Of, TNDNSts• ; THIS DESIGN CONTOSHS OITII APILICASLE 1111.1510N3 or NOS (NAIIONAL.DESIGN 'PAPU AC LL O.O PSF CA-ENG GTP/G,1,111 A a.. SPECITICATION POOLISHED NY THE AHIAICAN FOREST AND A3SCCIATION) AND TPI, ALPINE VVV - CONNECTORS ARE MADE Of TOGA All"-1113,0110 9It,. ITIEL. ENCCPT 4% NDIM AIPLT COM IC10RS TO i AP 17 2001 * TOT, L0. X33 .0 PSF SEON 37.521 y P.�. "/rim EACH FACE OT.TNUSS. AND UNIEsS O,"Eol'BE t..AILD DN. TINS DESICN, POSITION CONNECTORS PER '. ORANIMGS 190 A•E, THE StAI ONJOIS OWING INOICATti ACCE►TANCE OF MOrtsSIOAAI INOINttAING LL} ;(^)vH. AlpIne Gughicald Products Inc. 11111:1111LITI Sot 11 101 THE 11.52 COMMIT DE111N INONN. TIIC SUItA914ttT Aro USE OP'THIS 'q 100 ANY PARTICULAR OYIl01MG.. If TNC RESPONSIBILITY Df: THE OU ILDINO..OESILNER, PfA: CIF . ` -�^— DHR.FA r., ,1:25 ' - r14.ON FROM IIA i 9anwnrnla,LA9iB28'-COIIPONENi u--'. _- 'ANSIIIPI 1.1993 SECTION C, A SPACING SPACING , ' 4 �(CARR0412•CARRIER = CAARIER RES. ,- C1 23'2" COHN )' THIS DRO PREPARED 1`011 COMPUTER INPUT (LOADS 6 OI(JENS1011S) SUDNITIEO BY TRUSS OR. TOP NOTTC111'2; D 2x4 OF•L„ !1, IN LIEU F STRUCTURAL PANELS' -OR RIGIDCEILING, USE PURLINS: TO ,BRACE TC2k4 UF•L1 m 2!.00wOC, GC 0 72,00" OC EDS 2x4 DF -L Standard Z�')Lt Wedge 2xO DF -L *2::Rt Wedge 2kG DF -L j20 DEFLECTION MEETS L/240.00 LIVE AND Qidd.00 TOTAL LOAD, L - .. OLATES DESIGNED FOR GREEN LUMBER, PER NPS -01 MU 7.3,x., 10;PSF UC LIVE LOAD PER UBC, W4X4ffi - W1.5X4 �� b11,5X4 �a �+ H , lri;ry Ts+ p 0-0 0 '4 W2.5;Xd 443Xd inW2.5X4ts N rte- W2.5X4JA1) m '412.6,k4iA1) iI rn, 0910 tll OX 10 111 0.9�J1�5�2 J. 1 7-10.0 7.4.15 T 7-10-0 >y � 1_ 11:7.0 1 i i • 7.0 _ �I fir_ k1;�ee�� ��r 23.2"0 Over 2 SUppOrts s R�D3g N- PLT 1'VP. WaYe.TOi'§5 R Desi dh CH tdH a: TPI STO CA = 1 F 5tble •I'At Im., ktit% IU MITRUSSES B 111u! IMRODIIAO 10STAIt1R1HE CARE YD AND ONA ING$,ARDLING ►UDLISNID OF SHIPPING IN 111131041iL. P Art 0%. TC LL 16. tl PSP' REP R427--08072 'IR9I Iiglf� 11S 6'OtOTAID Dt., SUITt. SOD. MAUINoN.. NT 90119 .�,.F011 SAFE11 111ACi1011 10 �p ' N + 'f(RFORNINO THESE fYNpIoMS, 011151,01111114 Sr IRDICAIIO, TOP C�IOND SNI, NAYC-Mdltkt} AT ACNE `yTC DL ).611(1 PJtF dhT� 04/17/01 o-- STRUCTURAL PANUS; O0tIM WAG $NATI-NAtt A TA OP EAII. AttACHM 111016 11LING. _ (�� p), 7 , tl PsF. ORW CADSR427 OIIDld52 N' l A1INPORTART" TURNING A CDPI Of TNtS DESIGN 10,111t 1NSTAIM1100 CONIAACtON, AIFISE LNOtAttNlo PRODUCTS. lot. SHALL Not at 11tl1tlN110U 009. ANY UEYIA171N FROM 'tR11 Dt11 Got Alt FAILURE TO ` 5 p -- -- y� A+yr- 'OAACIL L,N6ROFT10YSSESNNIM �N CDIR/l IOlS10N1CoANct nFORM YIINAAPPl ItAbit PROVISIONS OFBRI PNot (RAT 1.411111011"11,11.1 n(ii�.LL ,'.,0,0 PSf- �,�";ENG G7P7GWH NS ALY Y IYG SIECIFICAt101 PUBLISHED of'INI.ARCNICAN leftist AND PAPER AYSOCIAIION) AND TP11 Al11Nf CONNICIOAS Atl MADE OF EOtA ASSN; ASST CMEO CALM. Ytitl WEPT AS NO W, APPEI CONNIC102S 10 * A a� 2DB1 .} T07-. LD A 33.0 PSF. SRQN'. � 37527 EAt" FACE or TRUSS, ANI):butt Ss DIRIRMIII LOCATED ON TF N OINION, O1 t1OY COMMAS Pit. , ` 1 'DAAYINJt,IYtlTNC`SEAI 0R'INJSOAAY1Rd IM61CAtt5 AtItrTAYC or Igdtllf`ONAL ENCIAItR1NO di,9 Citf(L �P OUR,FAG.-1,,25 FR0F1; GA AIPJOC Peri ftetld I1m1�11Cls. Loc. COSPOREYII FOR ARtIPARMULANFDA EblILU1NO 7S THE foulll T1111P01111A11.17 Dl 111E 0U1101t0THE L[310MI115[Stp. IIIIS B6LrA1n2nro,cA518z8 ANsulPr t 19/s YtCT1ON fr CJWf SPACING. 24,0" y.,y,:w?<m.�.wa.^rv•„,u. wyw r, ,'k'ji `a w. t I (CARR0412-CARRIER 'CARR IIIR RES.,- [PGE] •C2 23!2" PGE ) TNIS ONG PREPARED Mini COMPUTER INPUT (LOADS A UIMENS7ONS) ',SUONITTEO BY TRUSS Oft. TOP CHORD 2x4 OF•L #1 ,:T2 2x6 OF L.#2;. 0699 AND BCFILLER0699 FOR FILLER DETAILS., 1 � SEE OWG$..TCFILLER ,. DOT CHORD 2x4 DF -L #I. lc� WEBS 2x4 QF -L, Standard SEE DWG GULLET100699 FOR MORE REOUIREMENTS. . _. e 2x6 DF -I. /r2::Rt Uedge 2x6 DF :L #2: co Lt Hedg IN LIEU ;OF STRUCTURAL PANELS OR RIGID CEILING USE,'FURLINS: TO BRACE TC LATES:OES(GNEO FOR: GREEN LUMBER PER NOS -97 TAB LE,7.3.3„ @ 24.00""OC. BC .4 12.00" OC., ITHIS'TROSS IS OF.SIGNED TO SUPPORT 12" OUTLOOXERS AND DEFLECT TON HEFTS,"L/240.00 LIVE AND L/100.00 TOTAL COAD. d ID1NG LOADNOT TO EXCEED 10 PSF ON CNE FACE. �. 10 PSF DC LIVE LOAD PER UBC. Ltl7 Bt IH LIEU OF RIGID 'SHEATHING TOP CHORD TO DE BRACED BY PROPERLY z ATTACHED PURLINS ;,@; 24.00" OC, W3i� W3X60 t r I TRIOS— W2X4(Al) e9 J3X6Tg VI3X4a W2X4(Al) Pis� z —I r ia3zs m l(3X10.111 q•9�41+5-z r E--- r .1 1 g I 1 d 0 ;4 Awfir e z I 11-7 D 1 I 11-�•0 _I a —23-2.0 Dver 2 Supportsyj R'420 W=3. 5" a � R-163 l PLF Hy 3.2-0 P ...,� w Note- All Plates Are WIM4 Except As'ShoWn. _ �., PLT TYn- Wave TPI -95 R Design CTViterla: TPI(STD CA - 1 F Scale -:25"/F ••MARRING•• IRYSSIS RLOUIRE [[TRINE CARE IN. FABRICATION. HAIOLING, SIPPING. INSTALLING AND 427--880il OWING. HIM IO HID•OI (HANDLING INSTALLING AMO GRACING), PUOUSHEDryDY IPI I ( MS PLATE O� l'y TC LL 16.0 PSF RCF R "INSTITUTE. 50] D'ONOFNIO OR 39 200, 11ADI SBM. YI ACS]no). FOR'SAFETT PRACTICES PRIOR 70 ,(,�QG��(T� ,. i . O STNOCtURAI PANELE:.00lIONCNOV SHALL NAVC EaNDICAIEDi TOP CHORD SNAIL HAVE PROPERLY AITACH[D Ca �•. ' TC DL} 1.O.0 PSF DATE D4/I%�O1 � SIAFORUIN6 TN[SE FUNCTIONS. ONLESS OINERYIS i A PROPERLY;AITFCOED loop CEILING. 'AIHPDRTAIIT•" FURNISH A COPY -DF 11115 DESIGN To THE INSTAUATINN CONTRACTOR. ALPINE Ell"" ED - ', DC DI;, 7.0- PSF DRW CAU5R427 g1t07oS1 PRODUCTS. INC, SNALI NOF 7E RESIOISIRLE FOR ANY DEVIAl ION PRCN iNIS: DESIGNi ANY MINE TD L _ GUILD 101 TRUSSES 14 COPFORHANCt HIT" 1PIT'00 FAURICAIING, HANDLING, -SHIPPING. :NSTALVNG ANO 8006 DC LL` r 0.0.'PSF GA -ENG ,GTP/GWH. A TT P,' BA ACING OF 1RUSSESi. 1111E Dl51RN CONFDHIIE YITo APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN - " ALT' 1 IY SIT IS 2GLIsNEO 6T VILE ANFRICAN fOREsi AND PAf[R>ASSOCIA710X)-AND TPI. ALPINE A 17..2001 �A ECS CONNFCICIS ARE IIAOC OF tGGA ASIM'A65] GR10°GALT. SIM, EICEPT AS NOIEO, APPLY CONNECTORS 10 , * �• TOT. LD.. 33.0 '.PSF ,SEAN 37529 tY - EACH1ACE,Of IRUS5I-ANO UNLESS OTHEROM LOCATED DN THIN DESISN, PCs 01 COANECTCR6 PER .e� ORAWIR6S,160 A•F• THE SEAL DN 11115ORAYING INDICATES'ACCEPTAWGF�YROFF]SIORAL ENGINEERING' Aly. CIIII(I:•..' "qUR. FAC. 1,25. FROM GA Npinel31l o red PrvdICIU.l11C, SOLELY fOR 1UE TRUSS COHPOREMT DESIGN SNONNr lot SVITAIILITV A USC Of THIS V1F SNva�mal,O d 93928 COMPONENT IFOR ARY 7AR11CULM g0µ0ING Is 71IE;AESPOYSIOILITY OF iNE 6VIL01116 DESI6NFCI, PCR O/'{C - j SPACING 24. OR RfSPONSIOiLIIY INS SECTION 2. 7d ' .. .. .•.. u.a:+.was=,...m-....�..+—..,,�,.r.W,ti'.v... ,d , A J (6004124AIMER S- CARRIER RES, = 01 53'6" CDM ) -. TIIIS OAd PAEPARED FROM 'COHPUIER=INPUI.(LOADS A DIMENSIONS) SURE111EO Br RUSs 10.' 160,,*R0 2X4 DF -L $1 :12 2X4 DFL #.Mbt.'- (WCONTINUOUS LATERAL DRACINL` EQUALLY SPACED ON MENDER. ' b01 CIIoRD 2x4 OF -L #1 ITT VIEUS-2X4 NP -L Standard OECLECTiON MEETS L124o.00 LIVE AND I„)180.00 'TOTAL LOAN• —1LATES DESIGNED FOR GREEN'LUMBER PER NDS -97 TABLE 7.3.3., j0 PSF BC LIVE 'LOAD PER Oki YN LIEU OF STRUCTURAL PANELS USE PUIiLINt: TO BRACE TC 0 24:'00” OC. REACTIONS ft"A, R3 ARE FOR #1 CALIFORNIA HWANG' #3 CALIFORNIA i41P RESPECTIVELY. Z;N LIEU ,OF STRUCTURAL PANELS OR RIGID CEILING USE-PURLINSI TO BRACE TC ciD2 24.00"' OC. BC @. 72.00" W2.5X4.0 W3X6 (R) �! 5 MX6 i W4X4. W2.5)f4"� 77 U (A) (A) �� S WMM 6.6-7 IA) r� Talm W W1.5X4 pl 143X10 a W3XA �a 413X6 ® 412,5X4 [� W1.5X4 W 1(3X0 (81j 1+i +� �OAy•9 5-115-1115 � U -D•3 7�8PO I 0-3-]3 w I`: 1.7.9 ml 0 5-.14�- 7 G-4�' 'I� 7 8 0 �Y� 8.3-12 1 24,0-10 x _ ver 2 Suppor♦s:' -- '' V* 30.7-0 ti , , a� � R+�1263 tY "r R-13PIO N"3,r5" f{. I i mom"' Yp, Wave TpIl95 h l Uesi n Chitehla: Tp? .SfU CA 1.1°1- F Scale 2.11375" Ft: ••HARNINO•• � 9USSEII RMINC tfIRFMt Mt N FAHICATION.' 11MOLIN6. SIIIPPIN6, (Nf1ALLIAO AND 1 pLT T eKlein, AtrtA to HIo+SI INAAOLINC INSTAL�IN6 AND BRACING), PUOLIS11ED OY TPI (tAIISS PLACE O W TCILL 16.0 PSF REF; R427 - x90073 „—d, INSTI "), 3N1 DOnOfAlo pA„ Sblif 200, NADISRN, WE 57511). Or DA SAFETY FRACtIM PAIOA 10 �- y. i -'_ PWphill TOISE,FUNCTIONS. UNLESS DIII[AN(SC,IADICAICh. IOP CAOAD SNAIL HAYC.;PAOPEALT AIIACMfb �� ! Ct'.DI. i 0 PSF. UArc 04/17/01 SD.J.,NAAL 0ANELS, 601f011:,CNDAU SHALL HAVE A PROMLY ATtACNEO'AICItl CEILIB6.. _ , C�j '.AINPOAIANTAs lUAN11H A -COPY 1{T 11115 DESIGN 76 Tt f 7XSTALLATiuN CONtRACIOA,'AtPINC tN'.hftMCO At, K '-, 7, 0 PSF DR4 WSW?, b110053 PRCCUCIS, INS, Intl. Not D[ RCSPOMSIDL,, FOA ANI [IIAT ON I�D" 1N15,O(slaRl ANY, rA1LNAE to p' U .0ILD,IN[ IAUIS[S IA CbNrBRHAACf 01111 IF11.0A tAIWAIINC. HAAOIIMR. SHIIPIXd. INSTAIIIXN AO F ..-, ALP D 7 Al f',.. -0AAtIN6 Or INUSSES, till OISIOR MEWS VIN APPLICAULE, PROVISIONS or to% (NAt16NA1, DCSICX 131�i : LL -0. D P.SP' CAS ENG GTP/CIW�_' . „r --f l I.11�" 'CONNICtONS1AREPWESor tooA or OR Am CAlOAOAL/MSiC[LfAlINWE?.IAl 101tb, -APPLY CON ICTOAS to 11; App i.7 2001 -�( TOT,.,Lb1 33,0 �,PSF� 5E0N - 37697 �s 'FNM rAct Or JXub1, AND UNLtIS OfNERXISC LOLAT16 ON III b DCSION, POS1110N: COMICIOAS .PIA `-' PISPofSIo ILTtY souklI roR:.7HE 7ROSS-CONPONmuotSICN iHtra, , to[ SOITASIIIIt AID Ilk 0 toll QUN,. FAC. 1125 FRoh1' GA OAANIN61 16b ARd DIE SEAL ON THIP ORAUIN6 IND CARS AMPIARC[ or PADEE1110NA1 EN61NItotIe CIUIL. P 'JiI(IInC.jiliR111CO i 14o11U a IeO, COtlfaN1NT Po, AX, PARTICULAR Uultolll64% tot Af.P06oiNILItY Or lot BNILDIA6 0%116N[AI P,tl% C/LL{PSA " , reluAnitl'C 9s62A ANSI ATn 1+Ills 3Moo t1 ....:. SPACING '24.0 Nb�.--w,,•,,:w�+r�"4x....rS^a.s.-:..,�-�*,^�*L`�'�.:�.»roari M+�. .""^.,,..-�°u'.crr-a+'�m+«:TF7,t�.;:.��'.'`�`:r�A: ..�".�'rv?Y`''�"�`^;,�-s.r,-,":a�"r-,"�,-w:r>ak��'a'"�,M*,-�,•,..,!r.-.�— w>,�q°_""''"" :- � -;1 (CAR6o412-QARRIER A- CARRIER RES, - 02 53'6" COFF ) THIS DWG PREPARED FROIPCOMPUTER 111PWT (LOADS A DIMENSIONS) SUBMITTED 0Y TRUSS MFR. ['8100T P CHORD 2x4 of L1 :T2 294 DF -L o1ABeC,- (A) CONTINUOUS LATERAL BRACING EQUALLY SOACEU ON MEMBER• CHORD, 1ABet.: Lcn WEDS 2x4 DF -L Stapdard05Wi34 W14' GF�L DEFLECTION MEETS 1:/240.00 LIVE AND. L/18D,00:TOTAL LOAD. ""PLATES 10 PSF UC LIVE LOAD PER 90 OESIGNE[!' FOR GREEN LUHOERt PER N05-97 THOLE 7,3.3, I; C IN WEU OF STRUCTURAL PANELS USE BRACE ALL ,FLAT TC @' REACTIONS R A R3 ARE FOR j)1 CALIFORNIA HIP' AND T/3 CALIFORNIA HIP m24.00" OC. PURLINS; TO RESPECTIVELY. JOL LIEU OF STRUCTURAL PANELS OR ;RIGID CEILING USE PURLINS: TO BRACE TC o a 24100" OC, BQ,@ 484015 OC, , z 1404` W9. 5, X I � W3X6 (R) d! 5 I— W4Xiz W1.5XQ III ,\Z T2 J 143X5 143X4 4 (A) 5 iA) • W3Xb iA) 6-6-7 (A)W5X8 4, x t Wi4 w B4 413XQ'E 05 d* Ac) I) in " - X0(0 . �A w W3X4: "= 143X8 a r131f6 W3X4 gi 4!5X6 ® HS514 4P s. c5 - W6X6 0 W3X6(A!)rV .s C ::W5,x8 f w I� 4-4610 j_ 4-2.14 alb . 11 15 a 7-6-44 1 4.9.15 3-8-3 1 0-7-9 1 5,5610'li•oib 57.1-0 IJ 1 5-C•4 .0.1 3.3-8 ° ya L 9-1•b a 22-3 8 I•o 11 0 0 1.0:' 3-3-8 tti YFp, j4 38 7.8 Over 2 Supports R-1263 W-3,5" Rd t� R••1360, W-3,5"',;tw t d PLT TCP. High Streh th Wave TPI 95 Design Criteria TPI(STO Cil - 1 - F. SCa'le .1875" Ft.: • YARNING -. IRUSSfS REQUIRE ESINLIIE CARL Ip tANRICATION, NANDITNO, SHIPPING, 1.5TAL1111 ARO - 'a �1 eNlcuD, R}f[AToNIR+IL (HANDLING INSTAL11NDAND, SAACINGI. fU01131l[DDtSt. INusEItATE 4d IAP TG'LL 16.0 PSF REF 8427 -88074 INSTITOi[, .SRS O'OROtmo DR„ SUig too, NAOISOR pl 31119). DOR SAfEI f. PRACtiCC5.10.1OR IO ' y� NC= PIRIORNING TNLSC rummoN5,"HNlt53 OTNLRN15t INDI:Alro. lop cNOAD SHALL IIAYE,/ROILRIY;AITACIILO Ci ���YYY TQ DL ),O. D PS� DATE 04 SiAUC7VAAl PANELS,O T"OH CHORD SNAILYIA N PROP(RLY ATTACHED RIGID M lno. (-. /.17101 ••INPON(ANI'•. rum -,A COPT or TATS OL R,To THE IRS At LTION CONTRACTOR, AIPTNL [No[ "Unto UC,. DL - 7, O PSF UR14: CAUSR427 0110705{ '.Ig0D9cts. TNC SHALL +. A'RE NLSPONSIOLL f0 ++Y DEVIATIOR IRON Tul} OESIONI ANY fAILORE 10 N �' rr DUllo TRL IRDSS[S IN taitaRNANC[,NIIN iPil etl 'fA3RItAT 1"�, MANGLING. fNl/f 1p4, INSTAIITNG AND AL P I N L DAACING DD 7RU53[S, THIS OCSIGN CONtog115 J. •1 I'SU1 + I'IAOYIS(ONS or NOS (NAt1oNAl p[SIGN DC LL O.O PSF CA -ENG Gl'P/GWH t $ltOlf l[ATION /00LIIIICD-0Y THE AN[NICAR ttlpESIA1'. (IA1fd I[SOCIATIOp) AND Pl. ALPINE''/ 2DB1 ' . COpM[CTORS'.ARE nA0[ Ot lOGA ASTM A65D :,.4D GALY '+ 1• k11EPT. AS NOTED, : APPLT CONNECTORS 10 �` P - * TUT, LD. '.33.0 PSF SEAN - 3.7695 TACH FACE of TROSS, INo UNIESS OTRGNIsF LOCAIEO O. N f3IGN /DSI1fDN CONpECIORs IfN- 'l DAAN TAGS I6u1,T. �Tuf Stu nx rxle ne,,,,x. �..,w .. ,......., .. �t;x^t� f }"Fu.YNUyrk�'++-1`^',9,",IY.•.� _ _ _ .w. - ,.» .. .e� (CARR04124ARRIERE• CANAiER AM 03 53'6" TMSC Tills ONG PREPARED FROR COMPUTENiiNPUT (LOADS 6 D01EN5lON5) 5UONITTE4 OY TRUSS MFR'. TOP CROTID 2x4 DF-L.I11 "'` CALCULATED HORIZONTAL DEFLECTION .S 0,16` DUE TO LIVE LOAD AND 0% 16* 001 CHORD 2x� UK;-,L1 j u` In DUE. TO DEAD LOAD,' WEDS 2x4 DF=L Stnr•davd \ 6) CONTINUOUS LATERAL DRACiNG EQUALLY SPACED ON MEMBER• — SLATES DE51GttEI1 F'OR GIIEEN LUMDER PER NDS-9r TADLE' 7.3,3, NARNING, FURN[SN'A COPY OF TNiS DWG iO TOE INSTALLATION CONTRACTOR: DEFLECTION MEETS L/246.00 LIVE AND L/180,60 TOTAL LOAD. SPECIAL BARE MUST DE TAKEN DURING HANDLING, SNIPPING ANO INSTALLATION IO PV D6 LIVE LQAO,PER UOC1 C )F TRUSSES. set,-"WARNING" NOTE DELON• Lica, ` IN LIEU OF''5TRUCTUM PANCLs USE PURLINS: TO DRAW TC @ 24,00' OC, • r , Wake - 146X8 (R) 4 _ 6 Wa a 41 � � 4 iC W3k4' W4 ' {43X10 0'64 �iAdR + W1�,5X4 N "Y.dj (A113)f �) (At 5 II - t A 4 _ y a 17r A 4-+3.3 lA . �D1t12� ki 4i X6 W4XAF3 ` e D• l 111 f w 143X6 IAO. 141.5'X4 M 414X12 ® W06 is 141.5k4 h )j �A1i .`syr, ii 2-e�•b•rt-6-0 tl 013X4 III Z•n,� �Y! `� d� �" /a J 5 r •„dI F�{W'• qnr 1 _I 5.5.5 1 i G•3+14 1 5 11 15 8.0 3 6.3 8 0 tl,~ 0 30- 3 1 rG261 D -_-I- 1 rte_ 7 8+0 8.3+13. ^16 U+1 fi+4 ZA OOOtl 0-3.13.. � � + Nr '7 _ 1740•13 30.1y11 ,. .. i 53•G D DVOr 2. SU o,Ls' h1, H R-2109 H••�.5" � OLT TO Wave TPT-95\11' ��. � � '. Design C,r�trl''TGri TPC CM " i • + ••NARIIIND•• 6 INUSSIS RE IRE [IiAEM[ CAA[ IN FAUAICAt10f. AANOII"' NIIIPP 1134 IASIALLIAO AMD { - DNAtIAD, AE/EA TDhltl'91. (NANDLINO-,iNSTAEIINt'AMDBAACIROi.PueufnroeY.tly. tTtufs,)LATE CI TC';LL .,16,U P5F' REP R4-80076' '. ,INfi1lUllp SOf b+DNn+RIO-bA.I SUIi['d001 MAOISONI NI 771191,; 'SGA bAFtICFAAttlt[S PRIOR 10 �'� W �{, p. [NFOApp IND iII[it tUNCI'IONt+ UNLESS OTN[AN19E IAOICATtO, IOP, IN Lk HAVE PAOPINLT ATTACHED "9 '('C•..UL -f/pUCiDAAL ,. I, 4 t�PAYtLf, BORON #NOAD SIIAU;11AFE A PAOP[Alt.AtIACNEO A1CID t[Il-IAOr �. (•. /17/01 I'M, LD• tl PSH DATE- �4 INPORTANt'. rOANISH A-COPY OF .11111 I)MOA 10 7NC `NSIALLAIIRN COIItAAC�DA.;; Al1,1hFENGINEEAED " -- PAOOUCTS, INtt SMALL NOT 0C hesponsIDIS FOA ANY .bp ATION,/ROM rrNIS DCS cot AMI fI� LLtlp( 10 ,,i tlRW cAD$Ra1�r D11Dr0 6 ' INE tAUS1Cf p CDNIORIIAAC[:NI TN 11,11 ON FABRICATING,.4 Nit YAG1.:INIPPIND AND 9D DC" bL V PsI�.-. ,IRStAlLINo ,. 9RA1.1ND OF IAUSttf. TIIIS DESIGN CONFORM UITM APPLICAOI[ P40F1i101N OF hot NATIONAL D[SIUN DC 'ALL ' `tlstl 1,.51' .CA�LNG CTP/GwN _ ''.SPEC11ICA O$ PUBLISHEDby-EIIC AIIthitAb FOREST AND PAPER #SfnCIA oil AND TPI, , ALPINE „ ' � � _,. LOtN[t1ORf ARE ow OI t00A ASin Am GIIO 'iO01 ��-.,k QjI SitlL 110[Pt Al RUIN, APpIT CnNN[OTORe }0 * AP li 1- 'jD]'. LD .; , $ate 1,$c. da EACH /ACE nt,TTAUSS, AND UNL[IS,01N[RNISf lDCA1tD US ;111 S btlIGN. 1011TIDN:EONA(C10At PIR I j SEtlN"' a]]14 {� I p 1 AtSIGNSIquil SOLtIY FOR'91:110, AUS1 tOMpONllll OESItd Y70NN. Tp[ SUi TAb I/lit AhD YS[ Ot 1X13 q R.• �/, fi • 11 i p5 _ rROM (1A N NEa GDptnCdiHl Proiideib ID6. ONANINOS ICD A4, ih1;SEAl aK ll NIIAN1Al 9NDICA1p NCC[/iASi!-0I PNOSEfSIONAI [hGINEEAINO / C►VII+ DU h h So ,ADS ONtAT POA_ANY PA SIMI pF 93!18 AblpB IS INC AEfpbtflpllth n1, IN[ OUiIDIMD DESIGNER FfA $PA�1NG Z4+tl Jr>�, �IIPI i+1915 StttIOA t,. „ i OF N ss r rnx.:�yv, ,� �.-..r-'?�^h?"r^,`.'h,^14'.+'.'^'..'-�. ^"W,.li � iti '.� iv..w uY.0 w.4. +�--1�-i, ` n'.�"'I�'F �'^.., :�..%+1 .-`�+.Ev� ^�,^-. .wr•V, rwy� '�"Mr n C7 �•+W H,.'Lziyry�n"4Vi`+...�nM-nl4�i.�ii�''yri'�' n-.�unrK r.Gn • . „eT .fir ,axe-'r�'� •(CARI10412 CARRIER f- CARRIER RES,+ r 03A 15316" TMSC )1 N THIS DHG PREPARED FROM COHPUIER INPUT (LOADS R 0111E}1SIONS) 5U0111TTE0 By TRUSS FCHOLORD RD 2x4 DF -L 01 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON, MEMBER, CI2xq DF -L #1 WEBS 2x4 DF -L Stanlard DEFLECTION MEETS L/2g0.Ob LIVE AND L/180.00 TOTAL ?.CAD. DLATES DESIGNED FOR GREEN LUMBER PER NDS -07 TABLE 7.3.3. 10 pSF BC LIVE LOAD, PER UBC. iIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC,Q 24.00" OC, REACTIONS R & R3 ARE FOR1 CALIFORNIA MIR AND CALIFORNIA HIP RESPECTIVELY: 'SIN LIEU OF STRUCTURAL PANELS OR RIGID CEIILING•USE PURLINS: TO BRACE TC ""a 2444 OC'. BC Lal 72.01' OC, 0 " IJ I44X4';EIS W5Xn(R) a� IJ3X6 412.5X4 5 IJ2:5X4 D�jA w Xn 10(A) W01, il 5 1— X81ES (A) W6 F G.. VI1.5X1111 i 44,10-3 0 3 IdAX4II "' 1J3X4s wW3X6'a w W3XG Al Tom Y16X6'T� W1.5X410 W3X10� W,t.5X4III' ( 1J1.5X4 III WM1X4 5-5 _f 6.3-74 L-11� S^11 15 8-0-3 -101 5-1=1-3 1 z'. e— ` 0 1� 8 2 0 {� 0-1 0 7 1 7-2-11 7 6•4 5.1.1313 vp 24-0-0 zJ 5-6-0 i 13-2-0 n 3 to P7E. A - 6.3. �q -8 17-0-13 ! ,,. 12-3-11 42-8-0 Over 2 SUpports ----� 9-1776 NA3,5" M ryt-Y iI Rw1144 W, ow PLI jt�IPeawav x PI' -95 R Design Cr:Iteria: TPt(STD #� CA/-/I/-/-ii-1F'87 SCa1e -,15" Ft. m +"'• -- .-NAAl11NG•• TNUSSESRIOVIREMAENCCARL InFAIRICAU0II,.VANDLING '•sannNG.INSTALLINGAND, "TC LL. 1610:PSF PREF 9427•-88075 I c BRACIIO,-'RCI[q To UID•Sl INAYOl11G MIMING AND BAACU MIMED BY TPI ItAU55 MAIC p1 SIN N` } 115th.,, SBS D'ONOIAIO OR.I SUITE 100. NAO1SaA, RE igiij,, POR SAFETY I7ACTICES PAI011 10 - o / TgrOANING 1NCT[ fUN0T1oNs. UILESS,OTIIERNISE-:INUICAT[0, TOTCRORD.fNAtLTIATC PROt[AlTA1jtCXEO -TC DLA 10. D pSF -DATE 0a/17/01 ,O h SAu[IURAL PANEIs,-BU710N CHOAD SRALL HAVE A PROPENLY ATTACHED RIGID CEILING K u [V -•IMPORTANT•• r.4"IN A COPT OP THIS D1.sIGN To THE 11f1ALlATION CONIPACiDR AIPIAFCMOINEERFD GC DL 7,0 PSF :BRW CAUSR427 011Ojo55 PADOUGTS .INC. SNALL:NOT BE RCSPPRSIBIE FOR ANY DEVIATION FAIN TNIS.OESIONt AME AMURC TO N Q05.. N oil a TOE TROSSES IN CONfolt"ANCE'Nllll T11; DI fAORICATING.-HANDLING, S111PPIMG. IAfTAl1i11G AMO. ''SBC LL ' O.D ,.PS� LA'ENG GTP�G%iN ^• BRACING Of QAossts. TNIS O[SIGN CONTWMf NITN APKICABLE'PADVISIONS OF NOS (NAYICNAI DESIGN _ ALp T:NE 'EP[11rICATION PUSLISNED BY IN( AMERICAN FOREST: ABU PAPER: ASSOCIATIDN) AND IPI. ALPIOC 17 2001 ,•,,,•� ICONRCCTOAS ARE-RAUE Of IOGA ASTM AM BRAD_GALI, SI[El. EKCEPI AS.NOTEO. APPLY CONNECIORS 10, : P .. 'A TOT. LD S3 -O '.PSr SEUN - 37712 'R-• EACH FACE. or lauss. ANO UNLESS OIN[AN1EE IOCATEI aA 1111 01,1,111, ,1111110, CONREC)ORS PER �t� •¢ - OAAMINGS 160 A•f To SEA1 ON T"IS DRARIAG-INDI[ATE3 iIL•CPPIANCC Of PADFCSSIaNAt tRGINEERINa ••/• CIVI1 P OUR. FAC: 1 .2cJ FRDN GA ����`'� RESPONSIBILITY E$ * FOR 111E TRUSS CUNPON... DESA. 1IIOG1i t.E SUIIABIII IY AND USS Df TNIS •9 � - �. AlpinC Enginceo CA9dMCIB, GID. 'CONPOgAT foR ANd Ial IEutm NultoIRG IS to, R[SPONSIBILI.Y'Of TBE BUILDING o1slaNEA„ PER �QrCAI.1 n •. :9RGnwLnlo,CA9s829 ANsilm i•t/ss'stlrlaN 1. ' SPACING. 24.0: 3^�+�Y-`f?#164'H'��.4.:d ♦ -.. _ -. wWs v-vw., ,:. .4a ._".°e'm""1 r. _.:_ �:.�..._. . _._:: _ a :.. r.. �• • A "7CARRO412, CARRIEIi ;. CARfUER RES. - 03B 53'"A TMSC ) • TII[S 0w PRtPAR1D FRi1N CONPUfER INpOT (LOBUS ! U1MEN510NSj SUONITIEO 6Y TRUSS' NFR=` TOF CHORD 294 DIF •L.#1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACEIL ON MEMBER. �NOT CHORD 294 OF L'l WEDS '2xq OF-L SkAindohd UEFLECTIO V E AND LJIOoo TOTAI• LOAOL.,O N NESTS Q240.00 LI LATES DESIGNED FOR GREEN LUNBEk PER NOS•07 TABLE 7,313.. 10 ISSF BC LIVE LOAD PER UOO: 11I. iN LIEU OF STRUCTURAL PANELS USE PURLINS: NOT" MACE TC m :OC. ,T7O" REACTIONS R R R3 ARE. FOR 01 CALIFORNIA CAL 1111S AND #3 JFORNIA NIP RESPECTIVELY_: N LIED OF STRUCTURAL PANELS OR RIGIO CEILING 65E'PURL1i4S: 10 ORACE.TC .! 24.00" .00, BCA 72.00' OC. + W2.5X4 vi W04 ¢' iWb (R) 4 W2.5X4 4� $ 5,X ii (AS ly]XBINS; (4) W4X4� - � ,.. 41: 413k41A: 141.5X4 III — ---= 141. 41 XG c3 �IJ3X10 � 4J3XGI� 5 -b-0.0 4 I11 L Wi. 1jt4 fl P 4i1 t 5X4 N W494tat x o•r, -0 r 0•->] ] Is 0.5.5 _ - 5.3=-14 . 5=i1-15 O 0 3 5-11.13 G 1.12 70,-12 6.3.8 O 2.0 0.10.13 OJI 752-11 7-6.0. 1 511- 1.13 'I 24-0-o ' v �5I �' 17.0.13 I 20-1-1J. II•� �� ,-43•b»o Over suiaonrts ---- ----�� I. -_ N-w W-3'.5" PL fl idYI,�.'110i-95:�nnlxc•• bO5i41h Criteridl ThT.(5Tb <' CAI- 1 = F.. Scale 4:125 FC: 1 - �. •• IRE ESTREnE. CARE 11 FABRICATION, NAYDIInO. SNIPPING, INSTALLInO ANO ,AUErcrAEnv ORLING, AMR TO x10.41.- (HANDLING: INSIAtt INN AIDDRACINGP,. rUOLISNID`IT'i/1 111AUSS PLAT! µl ri-.Sf1IBiL; 3oS n•Otl01tl10 Dh.: }O1TE LOO, nA0150N: N1 501141 f. i0h It ; FNACTJ" "ION Tb V • N�• TUNOTMI t UNLESS OtDEANISL)N0ICAiCD, lop CHAD SNAII NAE[.PRorER- ATIAMD X91 TC IL ,10.0 P5F JC DL 10,0 IPSP`:: ,+ h ' Rl:F.,b427--00077 _.. 04/'17 01 -: CV 6 N .STRUCTURAL.PANEL _- STRUCTURAL PANELS. BOTSb;TiNORD SHALL VATS A PhOPtALI Al1ACNlb RIGID CEIl1AO.r �•IltpnRTAtIT"� foRNISN A copy Or IRIS DESIGN Tb FII! INTITALLA1101 CONTRACTOR, AilTht. 00itt t 1RONUA IM INAtI NOT Of At SP0NS111E r0A ANY OET1 AT100 FROWTH1S DESIGNS 'ANt rAIL4At TO ,��T,E�, p p0 OL 71,0 PSFr'. _ ORW ,L� 04424 ditolo57 L - BUILD 1hE IAtiSSPE iY CON/OAMAACE YIT+1 iP1I OR ►AOAItAT1A4. NANOLINO. SMIPPINOj INSPgIfNO 'AND _I'� N • D ii 1. 67EG ^!. AL G a AC1A0 Or•TAWSES. THE% OES10N COhfOAnf VItN AYIUCASIE JAO11510pi or Not jkmoYAL DESIGN 0C L1. O:G PSR, ,8 GTh";GWN • p'+ ' TPECIMA11ONPUBLIS40,01 }NC ABLAICAI rodsr AND PAT SSOt_AIN AYp. 1P" A"toL :CbNRCtTOAS'ANE RADE AY lOCA'ASI" A13S'GAAO GALT. "tt . t"110,1411". 4[D. APAIT COA1[C10R3 10 '�. A' LS PGD1 EACH rAtN Or TAUSSt AAO' UNLESS OSIIERYISt LOCATED an`T"IS 111514000S TION "COANIM.EI PE4 -: - �3 . 0 P��'' yy S�qW ". Npjndln InU' A9- �t� DAANINGS TBG. Ai t. 11+['S[µ Oh htiONANINo 11HICAtES ACClPTANtt Or PADTCSSIONAL ChGINPth1AG '"l GJV�r. NRPORS111LIAT at tiv pilrOA'1xt tAUttO112Ow r AND diF Of THIS 'q TNt 14110144otsIONEhI PCh c(Ak tON10NSOt rOb.tNY PARi1CUtM 011Ld1RG,(s SNE httlnitimLl0. CP INE BDItIditieft b. OUR'.FAG, " 1,25 ,_,-., :. P[rQi') GA %to, Tktlbet,CA �3H7� "otkY1GA3U0VA. _ � _ -ANE1/tPl 1+3495 sltltbn tr - SpI�CING Z4.bn _ r „ .:_�,.� ti ..W:,:.: _�.� ...,._,:.�:,,r..,. .,,:,:_.:_,yi.....,.�..a:, .e.:..:.�:._w �,a:•...-.:,._..:.�..,,.�.,<�,,,:.,�.w.,�,;.�,....�.,-:.`.:iwww..,,narr.,uu - - --•.,;u:xw:..,.:,<,•,.,•a...w::.0......:.. ......�ww,u.,.., .. ...e .,.w.,.a.-;.,�.�rm�w.satyr•n:::ye.a4•ww:+?.r�N•r+w+-rv*«.._-..-�kY'-:e+.r *(CARR0412-CARR IEA,,- CARRIE/IIRES. O4 5316" COFF ) TNIS OW G PREPARED FROn COMPUTER INPUT (L OROS d 011{EIISt0115) 5URNITTEO aY'TRUSS 11FR. TOP CHORD 2X4 OF -L ,#1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. TOOT CNORU 2x4 DF -.L $1 . , WEDS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/1130-130 TOTAL LOAD. `LATES DESIGNED 'OR GREEN LUMBER PER NDS -97 TABLE 7.3,3: 10 PSF RC ^'' LIVE LOAD PER UDC, (N 41 EON STRUCTURAL PANELS USE, `pURLim TO BRACE TC 0 24.00" OC., REACTIONS R A R3 ARE FOR #A CALIFORNIA 1111? AND #3 CALIFORNIA 'I1IP RESPECTIVELY. IIN LIEU -OF STRUCTURAL PANELS OR RIGID CEILING USE, PURLINS: TO GRACE TC. C=► 24.00"' OC, OC C} 72.00" OC, 0 113X10 ?3 W3X6(R),A� W2.5X4 s W12. 5X4 Alp A 412.5X4 05 W396 0 1,104(A)'A 5,r- (11) M14X4 a W3X80, (A) 1 1 H ' I 4.6-1 ra J 12 12 1-1294,q( 4!3X8 a W.iX6 s W2.5X4 w W3X8'Is W5'X6.4 W6X6 (R) # 1,l3X6(Al); ® W1:50III 95X6 0. W6X6, zl 1��o-�I� '' 6-U•0 8'•9-0 4 9-1.4 } ( 5-11-15��.� 4.0.4 ,�I_ 4•B-4 2'1 12 0.7.4T G-5.19 i1-0 7-1-0 219 1-0 24-0-0 5 G 0 14-0-0 .r'a 32=1-M t -o. 7.1.0 11-0-b 2 -a -a I tc eV II. 43-6-0 Over 2 SUppprts I to ---� .6 111796. W-3.5" Rw1179 W-3.5" PLTdP. H v0.[-95 R Design Criteria. TPI(ST GA - 1 - f Scale -.1875" Ft.. �A'EB t�"w ~ .. • . MANN I IIG-•- TRUSSES REQUIRE ETTR[HEXARE IN FABRICATION, MIPCLINGf SHIPPING 1NSTAILING AND 1 DRACING. AMR TO 1119.91: INANDLING�'INSTALLING AND BRACING), P.UBLISIHO $I TPl ITRB,,'?LATE Lbw TC'- LL .10.0 PSF REF 8427--88078 `INS T Ito ti 553 o ONDFOtO OR,. SUIS[ YOB, MADISON, 41 S7PLS), 09 SAFETY PRACTICES ;.1100. 10 �0. I� .--, 13+_1S "RIORMI MG TNESE TONcT1DXN. UNLESS OTP@MISE, INDICATED, TOP C11040 SMALL HAVE PROPERLY ATTACN[0 TCDL .10.0 PSF GATE,. 04/..1701 STRUCTNIAL'PANELS, BOTTOM CROAD SHALL', HAVE A PROPERLY ATTACIIIO.RIGID C(ILING N'•IMPORIAMI'• FONNISN A'COPY OF THIS O[Sm TO THE INSTAUAT10N CONtRWON. 1LPIp( ENGINEERED DC', OL 7.0 PSF DRW'. CAUSR497"01E070S0 -�-+ DRACIA6N0 tIp1SSES�h CDTMI SfOlPDESIGNICaMFDNIIs YITIIAAPPLICABI. PPOFISIOMt GfPM050{AAilOAAL DESIGX 0.M?, PRODY:TS. INC.'SNALL NOT D[ R(IPONSIOLE FOR, ANY DETIATION FROM TNIS DESIONI ANY FAILURE tO BC LL LD. 33.0 PSf SEQNNG 377,GilW 'SPECIFICATIDR POtllltll(D D1 TN[ AMERICAN FOREST AND. PAPER ASSOCIAI)OR) A" 111 ALPI:E A 17 2001 10 :CONNEtltf OARL m. Li NA AS 1N ASSS'I OR10 GALYc SF(EL. ESC... Al 0.01[0 APPLY COMAECIDRS 10 P EACH FACF DC'TAVSS. A-:YVMl Ef3 G1VfAV 111 111[\TfNGY TM1f AISIM1Y_ nVIT nC'[nYY1[1nYt eE•' � * a, iCARR0412-CARRIER " CARNIt NES'. [SUI O5 53'6" SUE }, THIS, nuc Pncm u rltum collmtR':HIM (LOADS 8 OIIIENS16S) SUblHITED 0Y TRUSS HFR. 70P cNOnb,.2x4 DF-L j/1J SEE DWG GOLLETIN15699 FOR HORS REOUIREMENTS: ;. DOT cVRO '194 Dr-L 91 WE 2X4 Or?L StdnGahU (^) CONTINUOUSL ATERAL DRACING EDUALLV SPACED ON MENDER, A A' '—D)LATES DESIGNED FOR GREEN LUMDER_PER NDS-97 TABLE 7.3.3. IN'LIEU OF ,STRUCTURAL PANELS': OR RIGID COILING USE PU.ILINS) T0: BRACE TC c 0 24,00' OCO We 72.,00" OC. 110 PSF DC LIVE LOAD PER AMC, DEFLECTIDN MEETS L/240:Utl LIVE AND L/100.00 'TOTAL LOAD. U f111S TRUSS IS DESIUNED TO SUPPORT 12" OU?LOOKERS AND C= MING LOAD HOT TO EXc[EU 16 PSF ON ONE FACE. "WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR: SPECIAL CARE MUST BE TAKEN OU41NG HAtlklkG,.SHIPPING AND INSTALLATION: �(K) 2x4 bF-L #1 FULL ULM . ATTACH °LOCK TO THE TOP CHORD'' OF'TRUSSES. SEE "WARNING' NOTE BELOW: I 4IT11`W3X4 'ALPINE PLATES 0.24'gc, T1IROFIGHbUT KUS HEEL PLATES A5 SHOWN. { I i { t OX40W3X4 kv . : 1 144X6 4N + AI • W60 �� 5 iA A (A') Al 5 w' 111 3Xa t(�� A)� wGXoff (A) (A) W3 . ,`° ° �� 44 X G l ". � 143;X6 Ai. � 143X4 WaXG(Alj z 2.0-R � � I, -—G • 0.0� 2.0.6 I '2 �' ani •17 t 3�0-tl i � � - � _ i i 71•---=•ice _ _ 17•A.y:rG 5-14 SIE 236 q 5 G.° .4 24-0•° _f rn {' I� 53=6•0 UVer CoiitlnuoUs SUppopt R-149 PLr• II-a7 6•b Note;`+A�li p�a�rrl• Aed W1 5X4 LKcept As ShoWN. qn PLT T t f Wdve t ".95 06ti Oh cri terl a il f0l cA 6h)*, 18"IF t. "YARRING ^gSNANNtNG ,;TRUSSES A[OUIN[ [1SA[NE'CAAE iNSrADAICA[IO06 x Oh c :„ to QI aNile pNa 5TU ,. C /A 1 ": F i + 1.." F t. ' • IINACING. NMI TO "Ib-91 (IIANDLINO;)ND NITALLING ADD U11ACINGIt. PUIIISNtO It tel . (floss PEAR �G11.VVh, Tri LL 1t,.G P5 '- GEP-'EIU(j79 ! MMSMOIC: _101 O'C1101I10 DNu SUITE; 1100. IIADISON, VI SSFIN),; MaN SAFEIYIAhCTfCES PRIaA TO - -- A . PEAFOAMINO'INESI TURMOIL UNLESS OTHEANISt.111MAIEO. TOP CHON0 SNAIL HAVE.PloltAlt ATTACMto TC; CIL o " 'SlRICIUNAL 'FINKS, adnou tuoto SMAtt HAVE I r W, -'LY AllAthtD 91010 tf)tloo.. 7_ �'INPOGtAIIT•+- FUANISM F'COPt dr t"a 01:30 in t "•1NStAnAtION CONTRACTOR, 'ALIINI 04111t91b d�, UL � 7.0 ftSE URW' CAUSR42l Oi1O706a , lPhoObtlSr INC, IIIAtt Nol of RESPONSIBLE FOR 4L'r 1% lATIO11fIRON toll, oESIONt, ANT.-FAILURE to 1V0 GOD' I I C`r BuilO IRE INUSS:S IN can ON11AMCt HIT", it (1 ", )MG, IUADIIMO. SNIPPING(!' NStAIt w 00 'Sµ,1- ALP !'NEI 'NAACINO at IANSSES, IRIS DESIGN COM/:TAN I)rNI „ithett YAOTISIOMS bF MIItIN�IIOMAt DESIGN SC- LL ''O10 W CA-ENG G7TP/GWH "ItteltleAlloN PUBLISHED 01 TNf ANE4ICA1,01M v,PAP4 ASSOCIATION).AID IPI,,ALPIN[ : ,�, ...... .' ` --- -1 I % + '.tONN[CIOAS:AAt NAGE OF 104A ASTM ABS]--6NAD WALFL Stttl+ 110EPT:At;NOTED. , APPLt tORNEtlblf 1G •k P ).7 U01 OI LD, '33.0 PSF_. bEQN: 37721: i P1.1 L'ACN TACE Or gAOM AND; UNLESS OINEINISE LOOATED; LIN' 1111 S DESIGN, PDSIf ION CONIF0015 r[A DIANINGS too A,h . tilt SEAL ON 1NIt DRAWING INDIOAttS AOttPTANCE OF PAGtEySIOXAL•ENGINEtNINO t(� CAVIL • P UUIt.:FAO, .1, 25 (�NDp1 � GA .1. Uohd);111OC WO1111CIN, �nq, NESPONSIOILItT SOltlt FDA Tit TAM Co"fastMT DESIGN SNONN, INE SUITAOII IIT AND Olt at IMIi 9 _, 9beincl Iqc 95828 11"rOutat Foe=ANI MAA)ICULAA DNttglla )S iR[ M[sroNlldillTr oY:lot B9ItDIlo ottloNtA, PEA �d'FGLLIP SPACING '24.0' ' AAsihvl )�I11A 3tcilaN ti' J ;I 'u.. w,v.....1.•uwwn..ue.r.,,w uvvsnes....ez,+•uv^^.,ww. b*-ro••-';.�—.tw-w.4N1•In+,4.r�•*r+'- --+'�-r+-' .W: '•;w'-•r•wWu,+krW±.w+uw+F-.w.we_+-•ssww .ti.' l .. „-.....,..w..�...,«.,,�....u�- ' - ., _t .....�w�,.,;�;,w«r. x,'....=:'ice•-'�nw r�«'� ....-"'r'1.. w��*•'w."r";'F:, - (CARR0412-011RIER -- CARRIER RES:. - "111; HAT ) THIS DWG PREPARED FROH COMPUTER IRPUT (LOADS A AIMENSIOMS) :SUBMITTED CY TRUSS:HFR.; TOP CHORD 2x4'OF-L #1 : IN -•LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS_ TO'BRACE TC TROT CHORD -2x4 OF -L,$1 La 24.:00" OC, 8C @ 72.00" OC._ _ NEBS.2x4 OF=L Standard DEFLECTION'. MEET.- 1-1240-00 LIVE AND;L/160.00 TOTAL LOAD_ ',DLATES :OESIGNE'D FOR •GREEN LUMBER PER NDS -97 TABLE 7.3.3. ` 0 z o W04= - q 5 T a W2X4(Al) w 08-0-0 TC LL -.-16.0 PSF REF R427-�-88080. - - - W1.SX4 DI w Dj ('l�Q- TC- DL - z, cS - 0.4-3 W2X4.(A1) _ - 6_4_3, - - z CNT - STAUCTOMAL.:PAMELS- BOTTOM CNOID SOULC. PAYE A PROPERLY ATTACHEO RIGID -CEILING. f3.x+ ••1Hi00.TAtlT`• FORNISN.A COlV OF THIS pFSIGN 10'THE INSTALLATION CORTRACTON'.ALPINNWSGIIEERED DC- OL 7.0 PSF i1_ 2-4 13 _Ili_ 24-13 _I c TD -9-.10 Over 2 SDppor 1s CEO -PI-7 en PRODUCTS, INC. SMALL BUT, BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS OESIGN; ART, FAILURE TO 2 O - R 177 W=3.5" a R-17? '11-3.5" - dray ' BIILC TMETCDSSES IR CONFORMANCE RITO TPI; CA FABRICATING, -HANDLING. SNIPPING. IRSTALLIRG AMC zl O.O PSF PLT TPP_ Wave. TPI -95 R Design Cerfa.-T ST AJ CA - 1 - - - F` Scale =.375" Ft- - -- �. ••WARNING•' TRUSSES.M-001RE EXTREME WE IN FABRICATION, RAMMING. 'SRIEPIIG..ItlFTAIIINri�No -.. "T�� BRACIAG. NET70 1118•.91 (MAIDLING, 14STALLIXG AND BRACING). ;PDBLISIEP♦.+`R�T�,P1 N+ETNOSS PLATE (��'�.T� Q� {M1F -'581 SUITE. ?09. S1T191. OR 5AF2TfTRACTICEN PRIOR TO TC LL -.-16.0 PSF REF R427-�-88080. - - - ' O INSTIME. O;MNOFNIO OR_. MAOISUR.'Y{ PENFORIIING THESE fINC11095- RTLESS OTUERNISE INUICA7F0. TOP ChOP0 SMALL WAVE PIDPESET AT7ACOED Dj ('l�Q- TC- DL - :10. Q PSF DATE 04/17/01 CNT - STAUCTOMAL.:PAMELS- BOTTOM CNOID SOULC. PAYE A PROPERLY ATTACHEO RIGID -CEILING. f3.x+ ••1Hi00.TAtlT`• FORNISN.A COlV OF THIS pFSIGN 10'THE INSTALLATION CORTRACTON'.ALPINNWSGIIEERED DC- OL 7.0 PSF DRW.-.CAUSR427 '.011d,7059 - PRODUCTS, INC. SMALL BUT, BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS OESIGN; ART, FAILURE TO 2 O - t� BIILC TMETCDSSES IR CONFORMANCE RITO TPI; CA FABRICATING, -HANDLING. SNIPPING. IRSTALLIRG AMC BC- LL O.O PSF CA -ENG GTP/GWH - --• ALPINE :' BRACING OF TRISSES. 7X15 DESIGN' CONFORMS MtTM_APPLICARLE PROVISIONS OF ND5 (NATIONAL DESI6N AND TP1. ALPIRE - Y _ _rz SPECIFICATION PRBLISBEO BY TIE AMERICAN FOIEST AND. PAPER' ASSOCIATION] -. CONNECTORS. ARE MADE .OF.70GA ASIR A6S3 GRTO CALI. STEEL. EXCEPT AS %OTEO. '.APPLY CONNECTORS TO A :1J 001 * P - * TOT _LD_ .33_ 0 PSF SEQN - .37725 -_ �=. Q b AlPiae ,- FagillDeced PlDA7oc(s+ sRoTUNr"1G,cn9ssxa - EACH FACC Of TRUSS, AID UNLESS OTHERWISE LOCAIEU'ON THIS DESIGN. POSITION : CONNECTORS PER CRAVINGS '50 A* 1. TNE.SEAL ON'7015:DRANINC INOiCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ESIGNER, PER OSr Or TRIS LOM:ONENT FORYART`PARTIELY bWETRUSS BUILDING ISNENT DEST Go SNOWX. TRE TIERESPONSIBILITY Or BUILDING SUITABILITY 511111, 1-1115 SEC/7011:R.. 'p - _'. -` CIVIL -P - q� acyl -- -. DUR.FAC..- 1-25 'FROM GALIT SRACING 24_0" - _P u ,, _.t pr CERTYFiCATE, OF COMPLIANCE _RESIDENV AL Page 2 CF-1R, _ «-' ,.� ;Project Title. Carrier Date .05/03/01 23:47_47 -I x MICROPAS5 v5,i0 File-7257 Wth-CTZ11892' Program-FORM CEI-IR User#-MP2089 User-Northstar Engineering Run -Carrier --- ---------------- --------- ---------------------- - ---- -FENESTRATION MESTRATION FT Area U- Interior' Exterior '' hang/` Or (sf.) Value SHGC Shading Shading ---- ---- Fins --------------------- ------ ------ Window Back (M) ✓10.0 0.510 0.650 Standard Standard None Door Back (W) 60.0 0,600 0.730 Standar Standard None: Window Back (W)/12,:0 0.510 0,650 Standard Standard None Window. Back (W) X12.0 0.510 0.650 Standard Standard None Window Back (W) /12.0 0.510 0.650 Standard Standard None Window Back (W) -115.00.510 0,650 Standard. Standard _ None Window Back (W). 115..0` 0.510 0.650 Standard Standard None Window Left (S) ✓6.0 0.5'10 0.650 Standard Standard None Window Left, .0) r6..0 0.510 0.650 Standard Standard None Window Right, (N) /t5.0 0.510 0.650, Standard Standard None Window Right (N) "` ✓15.0 0.510 0,.650 :Standard Standard None Window Right (IJ) /C-.0 0.510 0.650 Standard Standard None 'None Window Right, (Pd) ✓20.0. 0.519 0.650 Standard Standard Skylight Horz ,x'8.0 0.670 0.730 None None None Skylight. Horz;` " 2.0 6.670 0.730 None. None None j Sk lg ht Horz ' 2.0 0.670 0.730 None None' Y None j HVAC SYSTEMS Minimum, Duct Duct Tested Duct ACOA 'rThermostat l tIu' f fcienc y Location R-value Leakage Manual >E zpment Type E __ ---- --- -No - - D Type --- -- Furnace 0.950 AFUE Attic R-4:2 No Setback ACSplit 14.05 SEER Attic' R-4.2 No: I4o Setback WATER SYSTEMS. 1 } _HE-ATIN ---------------- Number. Tank External in Energy Size insulation Tank.Type Heater Type; Distribution Type System Factor (gal) -- R-value _a/a-- Storage- --- Gas--- -- - Standard ------ 1-- 0.630 50 R- SPECIAL FEATurES AND MODELING,AOUMPTIQNS . _------------------------ *** Items in this+section should be documented on the plans, *** ***` installed to manufacturer and CEC specifications, and *** *** veriFied during plan check and:'field,in'Oction. *** This `building incorporates; non -standard Natural Vent Area or Vent Height, .y 1 �� ...:�A•J�..1 M�•�ai!ir�x. - .ay.aam.. _:..,, _.-w_ee.�u,.. -,.: ....... -. ,. . --.. _ - - ,...-<.. .,�Yn�tFa CERTIFICATE OF COMPLIANCE: RESIDPago ge3 CF-1R y Carrier _ Date: 05/03/01 23 47:47 Project Title _ -- _ - _ _ MICROPAS5 'v5 10 File 7257 Wth-CTZ11S92 Program FORM CF-1R g' g Run -Carrier User#�-MP20.89 User-Norlhstar En ineerin ----_-I REMARKS i t COMPLIANCE STATEMENT This certificate of compliance lists 'the building features and pq"formance specifications needed` to comply with Title-2�4, Parts 1 and 6".;of the to California Code of- Regulations; and the administrative regulations ^implement them. This certificate has been signed by the individual with, overall design responsibility; When this certificate of; compliance is submitted £or a single building plan to be built in multiple orientations, any.<shading feature that is varied is indicated in the Special Features Modeling Assumptions section. i DESIGNER or OFINER DOCUMENTATION AUTHOR i Name r; .: Dean Carrier Name.... Jim Peterson Company. _— Company. Northstar Engineering _ Address: Sunview Road Address'. 20,Decl'aration Drive Oroville, Ca. Chico, CA 95973 Phone: Phone.. _- . . :..... .. 530-893.-1600. Lice e, - S igne Pr, _ `s— Signed, / ( date) (date) (. j ENFORCEMENT AGENCY r Title: Agency.. , i Phone Signed.. (date) i 1 S7 } COMPUTER METHOD SUMMARY Page 2 C -2R ProjectTitle Carrier Date, 05/03/01;23 47.47 MICROPAS5 v5.10 File 7257 Wth CTZ1'1S92 Program -FORM C -2R User# MP2085 User-Northstar Engineering Run -Carrier ----------------------- BUILDING ---r- ---r- ----rBUILDING ZONE INFORMATION Floor --#--..-------- --- of ---r-- Vent Vent Air' Area Volume `Dwell Cond- Thermostat ;Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2.728 25183 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U Insul. Act Solar Form.3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 403 0.081 ,15 80 90 Yes W.15.2X4,16 2 Wall 344 0.081 15' 2,60 90 Yes W.15.2X4.16 3 Wall 18 0,081 15 215 90 Yes W. 15.2X4.16 4 Wall 18 0.081 1.5 305 90 Yes W.,15.2X4.16 5 Wall 479 0.081 15 170 90 Yes W.15=4.16 6 Wall 425 0.081 15 350 90 Yes W.15.2X4.16 0 Yes R.1,9=0.16 Attic 8 Floor 2400 0,037 19 n/a 0 Yes''FC.19,2X8.16' FENESTRATION SURFACES Area U Act Exterior Shade Interior Shade Or (sf) Value SHGC Azm Tilt Type/SHGC Type/ SHGC' HOUSE 1 Window Front (E)` 15.0 0.510 0.650 80 90, Standard/0.76 Standard/0,68 2 Window Front. (E)' 15.0 0.510 0.650 80 90 Standard/0.76 Standard/0'.68 3 Door Front (E) 20.0 0.600 0.730 80 90 Standard/0.76 Standard/0'.68 -4 :indow Front (E) 12.0 0.510 0.670 80 90, Standard/0,76 Standard/0.68 5 .indow Front (E). ' 15.0 0.510 0.650 80 90 Standard/0.76 Standard/0'.68 6 Window Front (E)' 15.0 0.510 0.650 80 90 Standard/0.76 Standard/0;.68 - 7 Window Front (E): 20.0 0.510 0.650 80 90 Standard/0.76 Standard/0.68 8 Window Left (SY-)=` 10.0 0.510 0.650 215 90 Standard/0.76 Standard/0..68 9 Window Back ' (W) 15.D 0.510 0.650 260 90 Standarrl/0.76 Standard/0.68 1'0Window Back (W) 15.0 0,.510 0.650 260 96 Stand",t3/0.76 Standard/0.68 1'1 Window Back- (W) 15.0 0.510 0.650 260 90 Stan,& .d/0,76 Standard/0..68 12 Window Back, (NW) 10.0 0.510 0.650 305 90 Standard/'0,'!6 Standard/0.68 13 Dour Back_ (W) 60.0 0,600 0.730 260 90 Standard/0.76 Standard/0;.68 14 Window Back (W) 12:0 0.5101 0.650 260 90' Standard/'0.76 Standard/0'.68 15 Window Back (W) 12.0 0.510 0.650 260 90 Standard/0.76 Standard/0.,68` 16 Window Back (W) 12.0 0.510 0.650 260 90 Standard/'0.76 ; Standard/0.68 17 Window Back (W) 15..0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 18 Window Back (W) 15.0 0.510 0,650 260 90- Standard/0,76 Standard/0.68 19 Window Left (S)' 6.0 0.510 0.650 170 '90 Standard/0.76 Standard/0.68 20 Window Left (S)' 6.0 0.510 0.'650 170 90 Standard/0.76 Standard/0.68 i COMPUTER METHOD SU1u1MARY Page 3, C,-2R , Date 05/03/01 23:47:47 Project Title.... .... Carrier MICROPASS vF.�O File 7257-Wth-CTZ11S92 Program FORM Cr2R Users MP20'8.5 User-Northstar Engineering Run -Carrier ------------------- FENESTRATION SURFACES -- Area U- Act Exterior `Shade Interior Shade Orientation (sf) Value SHGC AM Tilt Type/SHGC' Type/SHGC 21 W�Indow r ht (N), 25.0 0.510 0.650 350 90 gtandard/0�16 Stand&rd/0.68 22 Window Right (N) 15.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 23 Window " Right (N), 6.0 0.510 0.650 35.0 90 Standard/0.76 Standard/0.68 24 Window Right (N) 20.0 0.510 0.650 350 90 Standard/0.76 ,Standard/0.68 25 Skylight'Horz 8.0 0.670 0.'730 80 0' None/1, None/1 26 Skylight Horz 2.0 0.670 0.730 80 0 None/1 No`ne/1 27'Skylight Horz 2,,0 0.670 0.730 80 0 None/1 None/l HVAC". SYS"i'EM�_ Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R-value Leakage Manual D Eff HOUSE Furnace - 0.950 AFUE Attic R-4.2 2 No 'No 0:767 , ACS 'lit P 14..05 SEER Attic R-4;2 No, No0.669 , , WATER HEATING'SYSTEMS :_�------------------ Number Tank External. in Energy. Size Insulation" Tank Type eater a Distribution system Factor (gal) R-value H -- -- 1 Storage Ga's Standard 1 0.610 50 R= n/a SPECIAL FEATTJRES AND MODELING'ASSUMPTIONS *** Mems Ih '6his section should.be documented 'on-the plans, *,** ***' installed to manufact-<urer and CEC specifications, and *** *** Verified.. during plan. check and field inspection: *** This building incorporates 'non-stand«rd Natural Vent Area or Vent Height, :REMARKS r WX Vi �. NORTHSTAR ENGINEERIN('* 20 Declaration Drive s� ,a em Chicaf CA 35973 p ' (53 0) €393-1600 1 FAX (530) 833-2i)13 TRAT. TT,A!T'TQN4 QTR TCT CAL . PROJECT C�/�1 �2� 1✓'f"L �- 511711rIGE= JOB ':NO., 2�� _ L (� 5�4 PV L� DATE S � 3� � _ LOCATION i CODES: Urdiform Building Code, 1997 Edition- AISC, Manual of Steel Construction, -9th Edition RITC, Timber Construction Manual I MATERIALS: Concrete: f'c = 2500 psi ,@ 28 Days, Masonry: f'm - 1500> psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi -@ 28 days Steel Reinforcing: A-615 Grade 40 for 04 and smaller A-615 Grade 60 for fi5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B. Machine Bolts, Anchor Bolts: ASTM A3.07 Grade A Wood Connectors: Simpson Strong -Tie ,or equal. Wood: Struct Lt 'Framing, "joists & Planks: D'. F.' I#2, j Beams' Stringers, Posts & Timbers: D.F. #1 Plywood:- A.P.A. Rated Sheathing, Grade CD, UBC'St25-9 OR OSB of equal or greater allowable stress f ANSI/AITC A190.1-1992 Glue -Lam Timber: Simple Spans. 24F -V4 Combination i Cantilevers: 24F -V8 Combination ' LOADS-, Roof Live Load:psf Floor Lure i,oad: -- psf r " ` r�0 Wind Speed: % Seismic Zone t< mph d Exposure.: G Method 2 used unless otherwise.noted. Allowable' Soil Bearing : ��UO -psf ARE SPECIAL INSPECTIONS REQUIRED GENERAL: Any structural or non-structual items that are --not specifically addressed in the following calculations and or. 'details are de''igned'.by others and are not the responsibility of NorthSta.� Engineering. Verification of the soil conditions, at, the.; project site to, determine' the expansion index'or bearing capacity is by o h_e Page 1 of 7 06 w 6"DWG DE'A►1RTPi t` " t3 �..,.w'a-�-�+�.-^i°Mw,.•--�...-,--..-.-r BY: 'A f ' r NorthStar 20 DECLARATION DRIVE j �J Id� DATE; JOBNO: -7Z,5'7 ENGINEERING CHICO, CALIFORNIk95973 530.893•1800' PAGE OF Civil Engineels-Planners•surveyors: FAX 530-893'-2113 � np i u S t3 �..,.w'a-�-�+�.-^i°Mw,.•--�...-,--..-.-r f .2 a.�.w,-, +-�,.y x�+su.�...N-=owi-={-w,..,w-ri-.c� ,�.w. �naa:e�.,---r-+rrro.::.;:k *...+.+.,.J.x.,. �erwy ,y; r' "'.^ . � NpIrthStar PATE: �"©1 2GDECLARATION DRIVE " JOB No: �� ENGINEERING CHICO, CALIFORNIA 95926 of 916.8931600 CivII Engineer. • Planners • Surveyor; ,.I PAGE I` ;I 1 tf.AfiztzIt i� .s� N� d , ~D y tJv 11 ?l�j �-V, i .514L: fL5R PLAN � � �'BaIToM SEG F� f�AN o ` tbmpLY /-V/r// ALL 9E04119EIZAIT5 sa/4- S KoRT f2�j�77 ' it \w l D\\\ n ��� 11\ rPcr. .5114 L LVET P p �d d Fov/e lv/6"f:-aZa tv (wSd f/OG E F/GIGO 50Uo r 7- MFU. GY s!M�N Ty/y C2&7414 41-2�-/V:277 %9F�'LY FoR' STS-lyv�GGS l,.t/ f T� o � �3 � tilC�h!ER 771.4* 32" /yEf� ✓� tJREo Fjf Ml Dim 57 M W.4ZL 70 iVo7�•: �WELS ARS' RGfi�L!/�'�O � Alm FU'YJT/iV� a w/E.y�o 1crTd�upi7t�.eaa, �c�Rrry TYPICAL PINNED FUQTING