Loading...
HomeMy WebLinkAbout017-300-003.- �. r ., � . .. '. y^ �' r � y - i r �. ti ��• �, - , ' t • _ r _ r T .w. M l 'ti 1 1 }. S � .. 0 011-680-0035L #98-1595 ROBERTS, Ken i RESIDENTIAL 136 EAGLES NEST DR. CHICO CONT:KENNY ROBERTS S/F 4 BEDROOMM ATTACHED GARAGE ) PERMIT NO. PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL 'LOCATION �v-r- • J9 CHECKED SRA BY N FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole f v Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E -a08 FINALED (Date) f Signature = OK = Not OK = Not Apl = Not % (Plans) OK except RESIDENTIAL (Single &Duplex) 2! Ftg., Main; Soils-Elec. Gmid. / ) Lt Ftg. Depth Fig. Garage; Soils -Steel -Elect Gmd/ P Ftg. Depth / F . Porches & Decks; SoilsSteel-/ i Ftg. Depth mwalls, Main;'Steel-Blockouts-Wrapped . .Stemwalls, Garage; Steel-Blockouts•Wrapped 16ef Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel V,,PI.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors -Yard Ga mg; Size Test '!"G 1 Ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground ` t:�3. Pienums & Ducts; Clearance -Material -Support -Ins. &AlydersSills-Anchor BoltsJoists Vents-Crippies - �ooess & Ventilation 16. Insulation Dateq//Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date UM81NG (Permit) OK except #'s ,V Iat�FHtr.; Vent -Access -Combustion Air Baffle Af %9W Pipe; Test & Anchor -Nail Protection . D. ., est Fittings & Anchor -Nail Protection ' hower Pan; Test, First Floor -Tub Access 21.Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 . F & Transformer Clearance -Ins. Protection 0. Elec Receptacles Spacing -Lights & Switches at Doors 2.4.,fize Bofes & No. of Conductors Stapled 44. ex 1 stalled Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 . Appliance Circuts in Kitchen & Conductor Size GA 29. 30. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Igsulated Neutral 0 Yes 0 No 3!. S rvice-Riser Conductors & Ground -Main Disconect 3 . Equip. Clearances Panels-Motors-Mech. Epuip. j3,Clothes Closet Light -Shower Light -Spa Light 34o0lmoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,,—MECHANICAL (Permit) OK except #s Ducts s Ducts Insulation & Support man, Exhaust above insulation 3 . Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card Y-1 Date Card B-1 Date Card B-1 Date _.FRAMING (Plans) OK except #s 4QA!iwProper Materials & Anchors 41! V Is Studs -Nailing Spacing & Braces -Plates -Sound earino Walls over Girders & Floor Nailina raft Stop in Walls (rat proof) Mire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing z Date FRAMING (Continued) 46.1 Hangers -Post Caps -Anchors -Connectors 47/ ling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Ring. r4URreplace Ties or Type A Flue -Fireplace Throat clearance AttiS,Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions WGarage Fire Protection Framing 5 .properly Line Firewall & Openings 53. ExL Doors -One 3 -Check Garage 3rd Story, 2 Exits 54: emirs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers idi ' ailina Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access G g Area -Glass Prgtection-Skylights-Plastic ShearWalls: Nailioer8olts Wall Panels 62. Infiltration -Walls -Windows Date .4 -Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings S oke Detector grie"Fumace; Vents -clearance -Comb, Air-Conector- YrGarage; Above Floor -Ducts -Meth. Protection Bedroom Exiting 54 -Fl. & Bath Fixtures & Tub Access -Spa 68.0- Trim & Subpanel, Breaker Sizes & Labels . SWW& Rails 70ell! place or Stove, Clearance -Hearth 7 "W. Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance ec. Outlets & Receticales at Kit. Counter Gsirage Fire Door; Swing -Landing -Closure 7. A.C. Duct in Garage -Damper 7 . Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. I ara e; Above Floor -Meth. Protection P ., Elec. & Mech. Equip. Listed for Location 78.'51 . Recetacles in Garage G.F.I. -Romex Protection Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 1. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 0. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No a3 Stucco Brown -Finish 44. A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing . Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House Glass Protection 90 -'Correction from Previous Inspections J 91. G s t -Meters Tagged, Gas -Electric 82 Water & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date (� ; {e Card B -le—.?/ Date Card B-1 Date f Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK 0 = Not OK Notlble * = t Applicable NoReMOBILE HOMES, Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fail -CAO -Concrete 4. Wood Awn.; Posts-Beams-.Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / ^Utt ./ /Nat. or/ PL°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing VeneeiStuoco-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test )emandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fell -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water', MH Test -Regulator -Connector ' 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pod Lighting; 15 Volts-GFI 1 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. ' Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-.Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneeiStuoco-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings' 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod 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 X COUNTY OF BUTTE - DEPARTMENT OFbEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541, , PERMIT NO. (Re v.12/96) �: APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 11-680-003 ZONING R 1 BUILDINGPERMIT OWNER KEN ROBERTS TELEPHONE 342-5970 SO. FT. OCC. BUILDING VALUATION � �� 119,016.00 .OWNERS MAILING ADDRESS 5867 COHASSETT RD. CHICA 95973 462 U 8,316.W CONrRACTOR'S NAME TELEPHONE 29'7 C J / 3,861.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace A 1,500,00 LENDER'S MALUNG ADDRESS Total Valuation $ 132 693.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ -Filing Permit Fee $ 755. ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee dO.O $ 490BUILDING ADDRESSEnergy Plan Checking Fee $ 23. PERMIT FEE $ 1 288.75 LOT NO. 3 SUBDIVISIONS NAME LAGUS NEST PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap • 1 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 Each as water heater or vent 15.00 5 TYPE OF WORK NewI7K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ X Describe Work: 4 BEDROOM SINGLE FAMILY RIATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Ll Buildingsewer 15.00 5 Mobile Home IS I GI W @20.00 PERMIT FEE $ ], 7 ii(i ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A. R LESS 23.00 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 • 'full .O ce effect. License Class ^" Lic. No. C? --f "+� ' ^ O NER-BUILDER DE LA ATI�j 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 200ALICENSED as.00 NEW CONST. DWEWNG OCCUCUP. WEE OR ADDNS. ( a ACC. BLDS. SO 3.5dFr. 3 30 NOµpESID. T.MULTI-OUTLET @G 7.50 a OWER AP= SIR. R. EX. OCCu OUTLET OR FIXTURES 20 @ 1.00 a4L .50 Ex. Occup. OLITtFIXEEDTSA pa,p,OEp 5.00 Temporary Service 23.00 i Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 9. WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) IX 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 California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith oTnply with those provisions. X Date �- Zfi Signature of Applic&q.-,121 Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 95.00 25.00 Cooling 5.00 25.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 90.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 DCI c©++ TYPE TOTAL E $ 1,741.05 HAZ. """ D. FEES IMP' - 00 vJ i// cDF PARCEL v PO_p0•HD ,/ IssuE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have l��^r By .� ! �� �� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 7 Date � Z lG 7 - Date rReceiptN o. U�/�J��.7�-.I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i, 4'�Y F��rt... '�iT✓1 - �...� COUNTY•OH3UTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico,' CA • (530) 891-2751 7 County Center Drive ' Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. J, A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address,and should be corrected. Please notice this office when correction of work is complete . If you have any questions pertaining to this matter, or need additional explanation, please o tact this office immediately. S _ I CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT # P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 F�3'243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 .0. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 E] P.O. BOX 1631, RENO, NV8950SLIC. #10675 - 0 � I' T 332t A PONDE OSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DA INtULA1Cr 7 ET, D. 7 SQUARE FEET) SQUARE FEET) SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS., FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURERS PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCFOCF OCF BAGS R - VALUE APPLIED� R - VALUE APPLIED MIN.%i§TALLtD R --VALUE -_ APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED , THICKNESS Q KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER rc', W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION CONTRACTOR TITLE DATE t MANAGER r SIGNATURE -GENERAL CONTRACTOR TITLE 4r, DATE REMARKS: SIC -303 FILE COPY :."q f4 Ill 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PEUMIT NO. � (Rev. 12/96) APPLICATION AND PERMIT 5 / 25 ASSESSOR PARCEL NUMBER 11-680-003 R-1 ZONING BUILDING PERMIT OWNER KEN ROBERTS T342NE SO. FT. OCC. BUILDING VALUATION 20 R3 119,016.00 .OWNER'S MAILING ADDRESS 5867 COHASSETT RD. CHICO 95973 462 U 8,316.00 CONTRACTOR'S NAME TELEPHONE 297 C 3,861.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1,900.00 LENDER'S MAILING ADDRESS Total Valuation $ 132 693.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 755.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 490.75 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,288.75 LOT NO. 3 SUBDIVISIONS NAMET EAGLES FEST PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 177.00 Solar or heat pump water heater 1 23.00 Water piping15.00 Each as water heater or vent 15.00 TYPE OF WORK New TX Addition ❑ Remodel ❑ Udlibes ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM SINGLE FAMILY W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 1 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 ' II O' a effect. License Class IC. NO. /� `�1 OW„� NER-BUILDER DE A ATI N I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00 NEW CONST. DWEW EE NG OCCUCUP. OR ADDNS. ( a ACC. BLDs. SO 3.50' NON -RC Dom, INEW D. MULTI.OUTLET ^7 l:- POWER APPARATUS 8 SINGLE OUTLET CIR. E x. Occu OUTLET OR FIXTURES 20 @ 1'00 SAL o .50 Ex. Occup. ouTLEE'AR61D.oen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating 125.00 25.00 Cooling 25.00 25. 00 Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith o ply with those provisions. X Date Signature of Applic - O ner KContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.0 ooU co��g7. TYPE TOTAL FEE $ 1, 74 .0 HAZ. D �� IMP FLOOp aV/ cDF PAROL PD MD suE This permit is hereby issued under of the Butte County Code and/or indicated above for ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dates z7 -3� -2-? -:!!�' efe Receipt No. d 13 7 7 77 77 W J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOD NROD-APPLICANT 1Lr• �''►'ky f i z -•M ..+J =J _ '� �'i''^ ,�T'z; `�.�ioJ '%tt) `�^�{r �. ..i •:. • �' N.r QTY ."' � v+�1�Rr{�F''tr•a ,r•.p.4.€' � i' � � .� .' �p�.M�Y��'c�."."!. *�,,,..�..b�'rr•74 `C^r` •'�T•x.. :,�1 , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: U64mz, Date: 7 -074 9f At time of permit application, fwa"dvise-a the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ ufactured Home data and installation instructions inclu ' Tie Down Specifications. ------------------ sof $ 1 1 4 / • 3 i�----------�A------------ 7-41 ------------------------------------------- ❑, pact fees as shown on the attached schedule. — 5�- -may- - - - - 7 ----------- California Department of Forestry plan approval/fees.-----------------------------------=— ❑ 13. Flood elevation certificate. -- ----�.-64,_Z-----------`--------------------------------------------------------------------- 04 Sanitation and plot plan approval c_Z Health Department. ------------------------------------------- ❑ 15. City• of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------------------- 7-------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required.. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 022. Workers' Compensation carrier and policy number. ---------------=-------- -1- -- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner. `frJ--------- C-124 -------- ❑24 ❑�ignature authorization. -----------=--------------------------------- coPY of Agricultural Acknowledgment Stat ent. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Ma' to ntractor. Telephone e"� 7 S — S� %/hnd hold for pickup at of Applicant: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other/ Deliver with inspector. Date: 1. Index permit application for the above items numbered: %j1/ /X ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data b*$phone, ❑ mail, ❑ Building Division counter, by ate:e,!:31 Contractor, designer, owner, was advised of the above required data b;/Nhone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ one, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above requinecidata by ❑ ph e, ❑ mail, ❑ Building i !'sion counter, by te: Plans reviewed by: Date: Plans approved by: Date: u Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note tran %Qby: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY i' Plot Plan Attached Floor Plan Attac 0. Sent to B.D. TO:. Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ICenrty O ner Location AP# Plan Approved for: Sewage Disposal Y Water Supply: Public —Y Private Well Clearance for 4b dwelling. Other Hold final for: Final clearance O.K. for,: NOTE: EhfS Environmental Health Specialist mm 6 -2-o -9s Date jftrpjrry�i+r av:g��erri*ai}FYY'a�ji�" jt�an-pysgr°P ris i�iax*r 1`+� H3sa,t'&iiixr.p.±RF�^'CBRviitiir.,.�#:tT .idhi3 5zi' +qtr"Y�lt:::,'#`� ti COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE,CA 95965 TELEPHONE (916) 538-7541 . r SCHEDULE OF FEES DUE OWNER Cry PROPOSED BUILDING USE J , 1. BUILDING PERMIT FEES /v\ -- Balance Due ................ $ . (. W -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �/2. SCHOOL DISTRICT FEES C kA-Cj.) / (paid at District Office) 3. SHERIFF FEES (paid at Building Division) / /1 Residential ........ x $360.00 =.$ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ U vuiw -L Commercial (sq.ft.) x =$ Sq.Ft. Amt. t_/ 5. RECREATION DISTRICT FEES (paid at District Office) _ 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) V' 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8 WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. tD Ob DATE REC # DATE REC 2 qLi z-- 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These f s may be changed during the plan checking process. -�-APPLICANT DATE 'Z_p Original -Owner Copy -Building Div. (Rev. 12/96) Q COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION l� 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUbr „^ — O�� /I DY/v) M.", BUILDING PERMIT OWNER E HONE yj D SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADORE$q ,9 r. A ^ � 5 _ J1- C.r/lLw. �W` , 0 O CONTRACTOR'S NAME TELEPHHOO-NE G ^ , (J CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1 15,00-00 LENDER'S MAILING ADDRESS Total Valuation $ 3 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $^� Q 0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 0 BUILDINGADDRESS tv /^ _ vrles Energy Plan Checking Fee $ 3 00 t $ PERMIT FEE t 2 LOT NO3 su/b aNs E AG+ � c MAP • ® PLUMBING PERMIT Fling Fee 20.00 Each Trap IL 7.00 M,00 USEOFSTRUCTURE SFU Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublides ❑ Installation ❑ Other ❑ Describe Work:I Lt r. Gas piping system 1 - 5 outlets 15.00 Building sewer t 15.00 L Q Mobile Home I S I G I W 020.00 PERMIT FEE _ . 00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo' OR LESS 23.00 .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.v0 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy, Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any .person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service z TO 46.00 CCU000A Eo NEW CONST. OWEWNG OCCUP. SG O OR ADONS. a ACC. BLnS. 3.5¢FT: T. MULTHOIJTLlT CG 7,50 NON•RESID. -BRANCH APPARATUS 8 SINGLE OUTLET CTR. Ex. Occup. OUTLET OR FIXTURES @''00 BA0 O .SO Ex. Occu . ounEDrs E�SID.OE. 5.00 Temporary Service 23.00 a Mobile Home Facilities 20.00 Misc. Wiring 23.00 t_ PERMIT FEE: . 3 MECHANICAL PERMIT Fling Fee 20.00 Heating U.00 ,(� Cooling 0U 75 VU Hood 6.50 ,50 Ventilation L r-50 .SO PERMIT FEE S • �d Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 c co T. TOTAL FE $ . 6S HAz D FLIES IM CDF PARC PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Delo Receipt No. Ti S WHITE-D.D.S.-B.D. CANARY-ASSE SOR PINK -INSPECTOR 1 GOLDENROD -APPLICANT A . .e '61 CION w J I RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMTLY, DUPLEX AND MISCELLANEOUS ONLY _ OWNERS B GP P.IN PLAN CHECKER:0S 1-212o A.MB Zoning requirements: (side yards and number of permitted living units). \ , Valuation. Plans signed by designer. i Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 bESCELLANP-OUS EMMS To LOOK 01-IT Fogo Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 %i CROBKEN3-KENNY ROBERTS / LOT -3 - [SGE] T-1 BN/PGE [B -FTC] R -29 -6 -AGN TOP CHORD 20 DF -L #1 :T3 2x6 OF -L #2: BOT CHORD 2x4 DF -L #1 :82 20 DF -L #1&Bet.: cli WEBS 20 DFA Standard N A- PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I(0) THIS AREA OF TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND co STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 & CD123 � FOR GABLE REQUIREMENTS. 0 z W2.5X4 W3X4� H 5 W5X8� W2.5X4 WU6 s oR' W2.5X4 T3 w W3X8(Al) = x W2.5X4 = W6X8 W2.5X4 = 82 w z W2.5X4 s z w C1.. C� C� N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC & BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 s W3X8 a 27-0-15 (0) ►----17 - 3 -0 -+-8-0-0 17-3-0ED 42,6--O,_Over, 2- Su ~ orts—_ R-1621 W-3.5" R-335 PLF W -13-3-B Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD CD sQR7G7 REFER TO IIB•/1 (NAIDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE [T INSTITUTE. B03 D-010FRIO ON.. SUITE 100. MADISON, GI 63111). FOR SAFETY PRACTICES PAIGA TO CT PERFORM 196 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CMDRO SHALL HAVE PROPERLY AIT ACNED STRUCTURAL PANELS. BDTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c,..� 1MPOMTAMT--FUINISN A [OPT OF TM15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 111C. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DES1611; ANY FAILURE TO ^• BUILD TIE TIOISES IN COIFOIMANCE KITH TPI; OR FABIICAT118. HARDLIHO, SHIPPING, INSTALLING AND BRACING Of TRUSSES. TMFS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .a iPEC IFICA-[OI PINLISME0 B1 TM[ AMERICAN FOREST IID PAPER ASSOCIATION) AND TPI. ALPINE / .� CONNECTORS ANE MADE OF RUDA ASTM A553 CA40 QALY. STEEL, [KEPT AS WOTEO. APPIT CORRECTORS Tlr EACH FACE OF TRUSS. AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ` CRAVINGS 150 A -l. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EWGINI9911G A) im Pmduc; IaC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P ._ 9592BAcompoiEUNSIITPITI,Ia AMSECTIOICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SocrisocuttA A1) (ED � 8-0-0 CA - 1 - - - F W TC LL Jul 13 PSF- No. P$,j .Ld.`* 3 .0 PSF 1 DUR.FAC. 1.25 FqF SPACING 24.00 REF R427--30428 TL' 07/13/98 QRW QtUSR427 98194054 A -ENG AEB/GWH SEAN - 58679 FROM ED (ROBKEN3-KENNY ROBERTS / LOT -3 - T-2 BN/CUMN [UtUj) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 ti WEBS 2x4 OF -L Standard =.: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. :n T W6X60 W3X6 ,z* n1YcOeE1%NC% CIIGN1TTFn RY T011SS NFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 01 W2.5X4 ft WH6o W3X6� 5 r 5 W2.5X40 W2. 5X4 0 .R-0-0 141. 5X4 01 W2.5X4Ea W3X4- W3X8- W2.5X4s W1,5X410 W3XB(Al) = W4X6- W4X6Ta W3X8(Al) 1 19-3-0 1_4-0-0_ 1 19-3-0 _I 42-6-0'0ver-2-Supports-1 =j R-1642 W-3.5" t – — R-1642 W-3.5' `" PLT TYP. Wave TPI - 00 C» CT .-a ti AtPIENImB�t CA 9Enowcredp`Ose�i6 10. i�R Design Criteria: TPI(STD '•YARNING•• TRUSSES REQUIRE EXTREME CME 19 FABRICATION, HANDLING. SNIPPING, INSTAIIINO AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING ANO BAACIRG). PUBLISHED BY TPI (TRUSS PLATE 1MSTTTOTE. SBS O'OM01,10 DR., ECITE I00, MADISON, Yl SST191. FOA SAFETY PRACTICES PRIOR TO PEAFOAMIR6 THESE FUNCTIONS. ORIESS OTX[RY ICE INDICATED, TOP CHORD SSAIt HAVE PROPERLY AITACNEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 01610 CEILIY6. '•IMPORTANT" FURBISH A COPY OF THIS DESIGN TO TIE INSTALLATION CORTRACTOA. ALPINE ENGINEERED PRODUCTS. IAC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TBE 1:OSSlS IN COMF08MAICE YlTN TPI; OA fIJNICATIN6, HANDLING. StlIPPU6, INSTALLING ARD BRACING Of I ME$- THIS DESIGN CONFORMS YITB APPLICABLE PROVISIONS OF NOS (YATIOIAI D[ft6� SPECtITCAT I OR ►UBLIStlED OT TBE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA ASTI ASS3 ER40 BALI. STEEL, EXCEPT AS NOTED. APPLY CORNECTORS T EACH FACE OF TRUSS. AND MISS OTHERWISE LOCATED OR THIS DESIGN. POSITION COMMEC70RS PEA DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL El6lIEERIMB RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE3180 SNOHN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ART PAR TICULAS BUILDIRG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI(TPI 1 .1995 SECTION I. Jul 13 ' No. C 5801 BUTTE COUNTY' BUILDING DEPARTMElil A r R () V F r CA - 1 TC LL TC OL BC DL C LL OT.LD. - - F 16.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 36.0 PSF Scale -.125"/Ft. REF R427--30432 DATE 07/13/98 DRW CAUSR427 98194055 CA -ENG AEB/GWH SEON - 58632 DUR.FAC. 1.25 FROM ED SPACING 24.0' ROBKEN3-KENNY ROBERTS / LOT -3 - T-3 (TOP CHORD 2x4 DF -L #1 ROT CHORD 2x4 DF -L $1 cv WEBS 2x4 DF -L Standard CP Ai;ILATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 W5X60 W2 .•5 X 4 9 W3X60 a W2.5X4 E3 5 Al)- a w ra w rx w W1. 5X4 Y W2.5X4 a W3X8m w W3X8(Al) = W06 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 8 BC 0 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 ft jW3X6 s 5 W2.5X4 s W4X6W1.5X4 N W2.5X4- W3X8(A1) s+ C.;3 wW a 21-3-0 I 21-3-0 _I I 42-6-0-Over-2-Su-0—orts I '1 R-1642 W-3.5' R-1642 W-3.5' � 8-0-0 BUTTE COUNTY PUIL®ING ®EPAR'MEN AP-PROV''F C-3 PLT TYP. W'ave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale —.125"/Ft. C7O 07 --MNTNG'• THUS$[$ REQUIRE EITREME CARE 19 FABRICATION. HANDLING. SNIPPING, INSTALLING ANO BRACtN6. ACfER TO NIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITOTf. SBS O'ONOFRIO DR., SUITE 200. MADISON. NC 55719), FOR SAFETY PRACTICES PRIOR TO a,D W. TC LL TC. D L 16.0 PSF 1 O.O PSF REF R427--30434 DATE 07/13/98 07 ^' PFRFOAMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CYOHO SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIRS. as Jul 13 9 10. D PSF DRW CAUSR427 98194056 —IMPORTANT" fOSNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A BC DL C� .--r ►tODUCTS. InC. 51111E NDT BE RESPONSIBLE FOR ANY DEVIATION fit* THIS DESIGN; AV FAILURE 70 BUIIO THE TNOSS[S 11 Co.FORMA3CE YITB TPN: OR FABRICATING. YANDltR6. SNIDPI3G, INSTALLING AND Na C 680 �P CI B C L L 0.0 PSF CA -ENG AE B / GWH BRACIRS D► TRUSSES. THIS OESISN COIFORMS WI IN APPLICABLE PROVISIONS OF 101 (NATIONAL DESIGN 17A�SPECIFICATION POSLISMED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI. ALPINE # TOT. L D 36.0 PSF S EO N - 58622 CONNECTORS ARC MADE 0► FOGA ASTM A655 GR90 GALV. STCLL, EICIPT AS N07E0. AP►LY CONRECTORS 10 . LAW FACE 01 1t1ss. AND UNLESS OTMERHISC LOCATED ON TRIf OE510R, PasliloR cOHIOAIAL z PIH DRAWINGS 160 A•I. THE SEAL ON THIS OKAYING INDICATES ACCEPTANCE Of PAOFESSIOnAI EtGINEER]NG SHOWY. THE SUITABILITY AND USE Of NNIS '9� 1C DUR - FAC . 1.25 FROM ED EF.jo',ej V RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT 015103 �BSeamomW.CA9SB78 COMPONENT 108 ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE HU110110 OES[OHER, PER QF Fes" SPACING 24.0• A151 M1 3.1995 SECTION Z. EN3-KENNY ROBERTS LOT -3 - T-4 COMN L=13' ITOP CHORD 2x4 DF -L #1 ROT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard LS7 - 'LATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ca rn 0 H v A O a O-, CZ3 w Tx w n4.�nT w C-3 W4X4(A2) z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A)`IX4 STRESS RATED CONTINUOUS LATERAL BRACING ,EQUALLY SPACED. ATTACH WITH (2) 84 NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4 in I 21-3-0 I 8-3-0 _I BUTTE COUNTY 29= 0 =Over -2 -_Supports y RUILDING DEPARTMEN I R-1190 W-3.5" _ R-1046 W-3.5' off. A P 1 R 0 Y F r. M `1.I PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA - 1 - - - F ••NARNING•� TRUSSES t[OUIIE EXTREM! CAB[ IN FABRICATION, HANDllYO, SHIPPIA6. INSTALL[N6 ANO TC LL 16.0 P S F C)D BRACIN9. REF[N TO HI -91 (HANKINS INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE QED W. C " INSTITUTE. BBT D•ONO%IO DR., SUITE 200. MADISON, YI S3F19), FOR SAFETY PRACTICES PRIOR TO C7) PERFCRK109 THESE FUNCTIONS. UNLESS OTHERYISE INDICAT[0, TOP CHORD SHAH MATE PROPERLY ATTACHED TC DL 10.0 P S F STRUCTURAL PANELS. BOTTOM CHORD SN►LL HAVE A PROPIALY ATTACHED RIGID CEILING. Jul 13 '9 • -. ."IMPORTANT-- FU91ISO A COPY OF TDI$ DEST60 TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF M PRODUCTS, INC. $BALI BUT BE RESPONSIBLE FOR AMT DEVIATION FROM TRIS DESIGN; ANY FAILURE TO C:� 6 BUILD TBE TRUSS [S 11 CONFOANANCE VETO TPI; OR FABRICATIO6, HANDLING, SNIPPING, INSTALLING AND � BC LL 0.0 P S F ~ GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP►LTCABLI PROVISIONS OF ROS (NATIONAL 013161 �R .—T SPECIFICATION PUBLISHED GY THE AMERICAN FOREST AAD PAPER ASSOCIATION) AND TF1. ALPIN! CONNICTORf ARE MADE OF EDGA ASTM A6S3 61140 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L O . 36.0 PSF '-� EACH FACE OF TRUSS. ARC ON LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M� OUR. FAC . 1.25 DRAYIAOf l90 A•I. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENSINIL[ING p,,,,,��,N RESP ONSIaILE TT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITT AND USE OF THIS AIpIIN3 'omDMd o---- [OIIPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TtlI BUILDIA6 DESIGNER. PE0. QFCgLI SPACING 24.0° Saaknatio.CA9S828 ANSI/TPI 1.1995 SECTION E. Scale -.1875"/Ft REF R427--30436 DATE 07/13/98 D RW CAUSR427 98194057 CA -ENG AEB/GWH SEON - 58707 FROM ED '(ROSKEN3-KENNY ROBERTS / LOT -3 - T-5 SCISS TOP CHORD 2x4 DF -L 11 BOT CHORD 2x4 DF -L $1 c�I WEBS 2x4 OF -L Standard ca ,,:)LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. 110 PSF BC LIVE LOAD PER UBC. 0 W2.5X4 0 W3X4,0 , 5 r - H W3X8e 0 C=) 3 W5X14 ol Q. A 7 ' w W1.5X4 W W ) z W2.5X4 (A1) E3 z w 1 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 6 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WM as W2.5X4E, W5X4em W3XBEs W4X4a -T 5 W1.5X4 m 1 T1 +12-7-0 i 1 W3X4- 9-4-10 +8-0-0 C-10 �-o-�IG 6-1-12--� p- 21-3-0 8-3-0 180-8 10-8-8 R�ILDIN COUN + T 1 , 29-6-0 Ovet'3+Supports- J ®�,�p' l I R-251 W-5.5' R-1176 W=3.5' R-809 W=5.5' p `'47`{�,�E`1� v C„") `�X PLT TYP. Wave TPI -95 R Design Criteria: TPI STO CA/ -/11-/-/-/F Scale =.1875" Ft m G7 G7 ^• �--� •--� .`� •I ' VANEACH ••WARNING -TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AID BRACING. R 10 HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED IT TPI (TRUSS PLATE RIVER I.Ilr TOT,. 587 O'GROFRIO DR.. SUITE 200, MADISON. N) $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07HERVISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NATE A PROPERLY A77ACKED RIGID CEILING. ••IMPORTANT•• ►UAII$A A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. $NALL NOT BE RESPONSIBLE 1011 ANY DEVIATION flax THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES It CONFORMANCE WITH TPI: 04 FABR1CA7140. HANDLING, SHIPPING, IAST LLING AND DRACINO Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN If EtIFICATION PUBLISHED BY THE AMERICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of EOGA ASTM A653 GILD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FACE OF TRUSS. AND UNLESS 07HERVISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 A•1. THE SEAL DV THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL EN61YEE0.1NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17ABIL11T AND USE OF THIS t)� W H 'F,p_ Jul 1 3 9 �• C 6 P'E ti'. c) 'q� TC LL TC DL TC BC DL L L A.LD. 16.0 PSF 10.0 PSF 10.0 PSF O. 0 PSF 36.0 PSF REF R427--30438 DATE 07/13/98 DRW CAUSR427 98194058 CA -ENG AE 8 GWH / S E O N - 59436 NOUR.FAC. 1.25 FROM ED SPACING 24.0' Alpine;Pry, I= - COMPONENT FOR ANY PARTICULAR BOILDIRG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4�GMl SsaammD,95828 ANSI/TPS 1.1995 SECTION E. ROBKEN3-KENNY ROBERTS / LOT -3 - T-6 COMN L-17'0408"STUB R -I804'0112") THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. (TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard L 13; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. .r ca - 10 PSF BC LIVE LOAD PER UBC. 0 z. C. " c 2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. p(A)i 1X4 STRESS RATED CONTINUOUS LATERAL BRACING E�O,UUALLY SPACED. ATTACH WITH (2) 8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC O 24.00' OC 8 BC @ 72.00" OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. - W4X4- 76 7-6-15 -0-0 Le2-0-0-J—4-1-12-- ( 21-3-0 _I_ 3-10-8 _1 ` 25-1-8 Over '3 Supports®UN R-268 N-3.5' R-905 W-3.5' - RUlLD1 DEPAR�ivAEN i PLT TYP. Al lne•Wave TPI -95)R Design Criteria: TPI STD CA - 1� F Scale -.25" Ft. ••WARNING— TRUSSES REQUIRE CITREHI CARE IN FABRICATION. NANOLING. SNIPPING. INSTALLING AND TC LL 16.0 PSF REF R427--30440 BRACING. "FIR TO NIO-91 (HANDLING INSTALLING AND ONACIHS). PUBLISHED BY TF1 (TRUSS PLATE W y INSTITUTE, 6B7 D'ONOINIO DR., SUITE I.. MADISON. YI 57119), FOA SAFETY PRACTICES PRIOR TO PQFOAMING TNEfE FURCTIORS. CUM S. OTHERYiSE INDICATEO. TOP CHORD SNAIL NAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/13/98 STIIUCTURAL PARELS. OOTTOH CNORO SHALL RAVE A FROFENLY ATTACHED RIGID CEILING. JUI 13 '9 BC DL 1D.D PSF DRW CAUSR927 98194059 '•IMPORTANT^ FURNISH A COPT OF THIS DESIGN TO THE IRSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FUN THIS DESIGN; ANT FAILURE TO No. B B BUILD TRE TRUSSES IN CONFORMANCE WITH TPI; 04 FABRICATING. HANDLING, SHIPPING, INSTALLING ANO BC LL 0.0 PSF CA -ENG AEB/GWH BRACING OF TNOSSLS. TN IS O[516N CONFORMS Y1Ttl APPL1CABlE PROVISIONS OF MDS (NATIONAL DESIGN SFEC1/ICATt ON PUBLISHED BT TXf ANERICAN FOREST AND PAPER ASSOCIATION) 40 TPI. ALPINE CONN[CTORS AR[ MADE OF E06A ASTM A657 OACO BATS. STEL(, EACEPT Af NOTED. ADPIY CONNECTORS TO TOT . L D . 36.0 PSF SEAN - 58752 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ml. D UR .FAC . 1.25 FROM E D DRAWINGS 160 A-1. TME SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IROFmC4 PEodnotN,� RESPONSIBILITY SOLELY FOA TNI TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS q% f..�11 SPACING 24 . D $a�4 95828 ANSI /TI I 1 T f1a Any 99S SECTIONCELA% BUILDING IS THE RESPONSIBILITY OF THE BOILOINO DESIGNER, PER • RVC'A19_VCAIAIV DYIRFDTC J I AT -A - T -6A CAMN 1-17.040B'STUB R—IB@2'1112' ITOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 7 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ca -c" 10 PSF BC LIVE LOAD PER UBC, 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4X4- t=om w rx w w z - - �z w W3X4-' v z!-z o•oa�2-11-12� 21-3-0 _I_ 3-ltal�-f�E COU �. rr pEpAR i MEQ Lx-. c•-1 N co rn E2 Ch .-.i ti 25-1-8 Over 3 Supports- ' R-313 W -3.5R-807 W-3.5' c �O1 .5R PLT TYP. Al ine.Wave TPI -95\R Design Criteria: TPI STD '•WARN ILIO" TRUSSES REQUIRE IRTRINE CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AID BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D-0N0FR10 OIL- SPITE E00. MADISON, Y1 53719). FOA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07HERNISE INDICATED, TOP CH09D SHALL PAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CONGO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `.IMPORTANT-- FURRISM A COP 7.OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL 107 BE 1E1POISIDIE f02 To DEVIATION FROM TNT S DESIGN; ART FAILURE TO BUILD 711 TRUSSES Itl COGFOIMAYCE PITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLIRG AND GRACIII Of TAUSSES. TOIs DES". CONFORNS MITI APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBL ISHEO 5T TME AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPN. ALPINE CONNECTORS ARE MAGE OF TOGA ASTM AGS] GRAD GALV. STEEL, EICEPT AS TOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND Unless OTHERWISE LOCATED ON THIS DESIGN, ►OSITIOI CONNECTORSPEA DRAYIIGS l60 A•e. THE SEAL On THIS ORAWI/G INDICATES ACCEPTANCE OF PAOFESSTOAAI EN6fIEERIN6 . ,�,Ype SPONSIBILITY SOLELY FM THE TRUSS COMPONENT DESIGN SHOWN. TNI SUITABILITY AND USE OF THIS Pi.S6LIZB n^,wmvd P odup , �- COMPOIEIT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE SUILOIBG DESIGNER. PER ARSIJTPI 1.1995 1ICTIO1 2 . CIVIL. �p DUR.FAC. 1.25 SPACING 24.0° Scale-:25'/Ft. REF R427--30443 DATE • 07/13/98 DRW CAUSR427 98194060 CA -ENG AEB/GWH SEAN - 58761 FROM ED CA 1 - - - F D5W. 9l TC LL 16.0 PSF �` TC DL 10.0 PSF Jul 13 '9 BC DL 10.0 PSF Mo.0 5 BC LL 0.0 PSF ' P * TOT.LD. 36.0 PSF CIVIL. �p DUR.FAC. 1.25 SPACING 24.0° Scale-:25'/Ft. REF R427--30443 DATE • 07/13/98 DRW CAUSR427 98194060 CA -ENG AEB/GWH SEAN - 58761 FROM ED nRVCNA-VFNNY RnRFRTS / LOT -3 - T-68 COMN L-17'0408"STUB R -I8@2'0112") THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. DEFLECTION MEETS L/240.OD LIVE AND L/180.00 TOTAL LOAD. co 10 PSF BC LIVE LOAD PER UBC. 0 - H - J A O a P•. A w w .w. . •z _7 z w z 1.2 -0 -DG Lj 1-12_ ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 4 (A),'IX4 STRESS EQUALLY SPACED.RATED ATTACH WITHUOUS (2) 8dTERAL NAILSBRACING IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 8 BC M 72.00" OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4X4s o. 21-3-0 J_ 3-10-8_ --A -25-=1=8-OVer 3 Supports R-367 N•IBIbZ2 W-3.5' F R-832 W-3.5' PLT TYP. Al ine.Wi 'A TPI -95\R Design Criteria: TPI(_S_TD '•YARNIMO•• TIOSSIS 0.10011E EITRENE CARE 10 FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER 70 NIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBI D'OROfR10 OR., SUITE 100. MADISON. YI 631719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUItTIONf. UNLESS OTHERWISE IYDICATEO. TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRNCTIRAL PANELS. BOTTOM COW SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '-IMPORTANT" FURNISH A COPY Of TOTS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEERED YILOTO PRODUCTHE TRUSSISA II CONFORMANCE LL NOT 01 OWITH L TPI; Olt FABRICATING. HANDLINGAny DEVIATION FROM S SHIPPING. A INSTALLING EAND 62ACTIS OF TRUSS[S. THIS DESIGN COIf0RM5 YITO APPLICABLE PROYISIDNS OF NOS (NATIONAL DESIGN SPECIFICATION P1.13BE0 BF TBE ALIEN ICAB FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE EACCONH FACECTORSOFRTRUSS` ANDOf E0GA ASYM A653 6140 UNLESS OTHIANISE LOCATED ON THISLY. STEEL, EXCEPT AS DESIGN. POSTD. APPLY COXnonCOHNICTOISRPER'EM 0 D E To DRAWINGS 160 A•I. THE SEAT. ON THIS DRAWING INDICATES ACCEPTANCE Of PROfESS10NAL ENGINEER 6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF TH Saaft—tal CA 95928 ' COHPONEBY FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PFl ANSI/TPI 1.1985 SECTION I. /O�WMt 11N W —� —AN. 0: sF Jul g � :10..0 "PSF - i'B-*C Ll µt 40 PSF P * TOT.LD. 36.0 PSF C!\fl1. DUR.FAC. 1.25 `�I`.luJ SPACING 24.0' Scale —.25"/Ft. 'R427--30444 pATA., 07/13/98 DRN-'eAUSR427 98194061 CA -ENG AEB/GWH SEON - 58773 FROM ED (ROBKEN3-KENNY ROBERTS / LOT -3 - T -6C COMN L -17 -0408 -STUB R=16@3'0912°) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 N BOT CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard Q.; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ,DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CG) a c3"10 PSF BC LIVE LOAD PER UBC. 0 z. A O W tom-, ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 'C(A) 1X }STRESS RATED CONTINUOUS LATERAL BRACING EGUALLY SPACED. ATTACH WITH (2) 8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC & BC 0 72.00' OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4x4m A W R-275 61-3.5` R-882 W-3.5° ave TPI -95 R Design Criteria: TPI STO _ _ RUIrLDING DIEPARTMEN P • CA R - - - FV' galqr=.25' Ft. YARNING— TRUSSES REQUIRE [STRIKE CANE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND Bp ACING. NETEN TO 018.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS D'DROFR10 OR.. SUITE 200. MADISON, 91 6]119). f01 SAFETY PRACTICES 1R102 TO PC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CMORO SHALL tlAYE PROPIRLY ATTACKED STRUCTURAL PANELS. BOTTOM CH09D SHALL HATE A PROPEN►T,ATTACHED 81610 CEILING. °INPDRTANT^ FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING Of TNOSSES. THIS DESIGN CONFORMS W1TK APPLICABLE PROVISIONS OF NDS (NATIONAL DIST,TIC GN CONNECTOR SSPECI AREMADEOf 206AUSL SUED 81 TASTM ASSSHE AAGRADRT AND PAPER GALV. STEEL. EXCEEPTEASjB NOTED. TPI. ALPINE APPLY CONNECTORS TO EACH FACE or TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBIl1TY SOLELY SDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TRIS CONPOYENT FOR ANY PARTICULAR Im ILOIWS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. /E0. 010 W. �j Jull 13 9B No. C 58 as Exp q ��G4L1 W1.5X4 W z 2X4 (A1.) a W1.5X4 0 ORW CAUSR427 98194062 CA -ENG AE B / G WH SEAN -. 58785 FROM ED v ANSI/TPI 1.1996 SECTION 2. z w W3X4- p- 21-3-0 3-10-8 n-. Co PLT TYP. Al OC7 CT 07 C` i api°C CA 5M 4ft I ul 25 1�$_Over_ 3 Supports �' I COUNTY R-275 61-3.5` R-882 W-3.5° ave TPI -95 R Design Criteria: TPI STO _ _ RUIrLDING DIEPARTMEN P • CA R - - - FV' galqr=.25' Ft. YARNING— TRUSSES REQUIRE [STRIKE CANE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND Bp ACING. NETEN TO 018.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS D'DROFR10 OR.. SUITE 200. MADISON, 91 6]119). f01 SAFETY PRACTICES 1R102 TO PC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CMORO SHALL tlAYE PROPIRLY ATTACKED STRUCTURAL PANELS. BOTTOM CH09D SHALL HATE A PROPEN►T,ATTACHED 81610 CEILING. °INPDRTANT^ FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING Of TNOSSES. THIS DESIGN CONFORMS W1TK APPLICABLE PROVISIONS OF NDS (NATIONAL DIST,TIC GN CONNECTOR SSPECI AREMADEOf 206AUSL SUED 81 TASTM ASSSHE AAGRADRT AND PAPER GALV. STEEL. EXCEEPTEASjB NOTED. TPI. ALPINE APPLY CONNECTORS TO EACH FACE or TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBIl1TY SOLELY SDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TRIS CONPOYENT FOR ANY PARTICULAR Im ILOIWS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. /E0. 010 W. �j Jull 13 9B No. C 58 as Exp q ��G4L1 TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF L L 0.0 PSF OT . L D . 36.0 PSF DUR. FAC. 1.25 SPACING 24. 0 • REF R427--30445 DATE 07/13/98 ORW CAUSR427 98194062 CA -ENG AE B / G WH SEAN -. 58785 FROM ED ANSI/TPI 1.1996 SECTION 2. KEN3-KENNY ROBERTS / LOT -3 - T-7 COM R -9'4 -STUB L=6'6 -STUB +HVAC LOADS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 N BOT CHORD 2x4 DF -L #1 \ WEBS 2x4 DF -L Standard a -:PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (TRUSS SUPPORTS 300$ MECH UNIT; UNIT CENTERED AT 16-9-0; cco SUPPORTED BY TC; UNIT WIDTH 04-00-00; SUPPORTED BY 3 TRUSSES. rn 0 11! 5# 111 5� ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** C`. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING 1 EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC m 24.00' OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4® z W1.5 -VND A LI a 01 13-10-4 _1 14-9-0 I 11-11-0 1 _I -2-61-8-0 Over_ 3 Supports. I COUNTY R-865 W-2.5" R=313 W-3.5' R U IL DlI�*35E �y� QA.. �f /`1� ! 1tFl PLT TYP. Wave TPI -95 R Design Criteria; TPUSTD PCA . cafe,-.25"/Ft. cc� 07 —WARNING** TRUSSES REQUIRE EXTRfNE CARE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO RID -21 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IYSTITUTE, SB$ O'ONOfp10 DR ., SOITE 100. IUDISON, YI 69719). FON SAIETT PRACTICES PRIOR TO PERFORMING TY[SE FUNCnOBS. URIEii OTNERNISE IRDICAT[D. TOP CHORD SHALL HAFT PROPERLY ATTACHED TC LL 16.0 PSF TC OL 10.0 PSF REF •'1£427--30446 GATE 07/13/98 '--' _. '-' ��,, �`Y��a,,L,��•I" STRUCTURAL PANELS. BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT' IRRISH A COPT Of TNI$ DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. ENC. SHALL 1111 BE RESICISIBLE FOR ANY DEVIATION IRON THIS DESIGN; ANY FAILURE TO IFORKANCE 6 INSTALLING TTUSSESO U$313COTHIS DESIGNSCONFORMS�WITHAAPPLICABLE PRROVISIONSSOFPNOS(NATIONAL DESIGN SPEC if ICATI01 PUBLISHED BY THE AMERICAN FOAE$T AND PAPER ASSOCIATION) AND TPI. 'ALPINE CONNECTOR$ ARE MADE 01 EOG► ASTM A559 GR40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH NAGE OI TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS IBD A•T• THE 5[A► ON THIS DIIAYIN6 INDICATES ACCEPTANCE Of IIOFESSIONAI EN6INCIRt16 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 015161 SHOWN. TO( SUITABILITY AND USE Of TNI$ CC" P01EATFOR ANY PARTICULAR BUILDING IS THE AESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 1. Jul 13 98 NO. C S 8 ea C �C./ILI BC DL 10.0 PSF C LL 0.0 PSF TOT.LD. 36.0 PSF D UR . FAC . 1.25 SPACING 24 . U " DRW CAOSR427 96194063 CA -ENG AE B / GWH SEON - 59127 FROM ED ROBKEN3-KENNY ROBERTS / LOT -3 - T -B BN/COM(4' TOP CHORD 2x4 DF -L #1 cv BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard N R-9'4"STUB L -6'6 -STUB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. n; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. co rn 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD " CA - 1 - F HAMMING— T- SSES REQUIRE EXTREME CANE IN FABNICATION, HANDLING, SNIPPING, INSTALLING ARD TC L 1 � .O SF BRACING. REFER TO RIB -91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY 7Pl (TRUSS PLATE Oyu W. L tonITOTE. S93 D'ONDFRIO OR., SUITE TDO. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL NAVE PROPERLT ATTACNID TC DL 10.0 PSF STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Jul 13 ' 98 "IMPORTANT— FURNISH A COPY Of THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE INS'IIERED BC OL 10.0 PSF ►0.0DUCT3, INC. SNAIL N0T BE lESPONSIBIE /OR ANY DEIIATION FROM THIS DESIGN; ANY FAILURE TO N 5 06 0U1L0 TO IN IS IN CONfORNARCE PITH TP 1. OR FMICATING. HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF BBACING Of TRUSSES. THIS DESIGN CONFORMS WITH APFLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICAT'a CQNNECIORSION ARCPUNADI OFDBY X06ATOE AMERICAN ASTH A653 GRCOBEST AND GAIN. STEELE0.EICEVTIASIR NOTED. TPI. APPLYACONNFCTOAS TO TOT . LD . 36.0 PSF EACH FACE OF TRUSS, AND UNLESS 07HERYISE LOCATED ON ISIS DESIGN, POSITION CONNECTORS PER CND. DUR. FAC. 1.25 ORAVINGS 160 A•l. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE Of PNOFESSIONAL ENGINEERING �5,,,,,� , RESPONSIBILITY SOLELY FOR THE IRU55 CONPNEN7 DES16N SHOYN. TME SUITABILITY AND USE OF THIS ^�Y�w .f 95 COMPONIN7 FOB ANY PAR7I COL AN BUILDING ISO THE RES►OHSIBSI ITY OF SMI NOILDIN6 DESIGNER. PER w SPACING 24.0" 1JISIITPI 1.1995 SECTION I. Scale =:25' Ft. EF�k427- -30447 DATE 07/13/98 W2.5X4 0 5 1-- W2.5X40 CA -ENG AEB/GWH S E QN - 59133 FROM ED -- v A 0 T Lz 3-0-9 A W Csi ' ' z W1.5X4 n W2.5X4 a .:r 11 z Fs3 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC ® 72,00' OC -- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3XB- W2.5X4 o W2 .5X4 S W1.5X4 H1 m z - 13-10-4 j I 12-9-0 I 4-0-0' 1 9-11-0 _I I ti26-8-0 Over .3 .Supports- R-517 W-2.5' R-921 W-3.5' �b"WE COUNTY NTY PUiL®lfVG DEPART' MEW `lI C7) c�i PLT TYP. Wave TPI -95 R Design Criteria: TPI STD " CA - 1 - F HAMMING— T- SSES REQUIRE EXTREME CANE IN FABNICATION, HANDLING, SNIPPING, INSTALLING ARD TC L 1 � .O SF BRACING. REFER TO RIB -91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY 7Pl (TRUSS PLATE Oyu W. L tonITOTE. S93 D'ONDFRIO OR., SUITE TDO. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL NAVE PROPERLT ATTACNID TC DL 10.0 PSF STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Jul 13 ' 98 "IMPORTANT— FURNISH A COPY Of THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE INS'IIERED BC OL 10.0 PSF ►0.0DUCT3, INC. SNAIL N0T BE lESPONSIBIE /OR ANY DEIIATION FROM THIS DESIGN; ANY FAILURE TO N 5 06 0U1L0 TO IN IS IN CONfORNARCE PITH TP 1. OR FMICATING. HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF BBACING Of TRUSSES. THIS DESIGN CONFORMS WITH APFLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICAT'a CQNNECIORSION ARCPUNADI OFDBY X06ATOE AMERICAN ASTH A653 GRCOBEST AND GAIN. STEELE0.EICEVTIASIR NOTED. TPI. APPLYACONNFCTOAS TO TOT . LD . 36.0 PSF EACH FACE OF TRUSS, AND UNLESS 07HERYISE LOCATED ON ISIS DESIGN, POSITION CONNECTORS PER CND. DUR. FAC. 1.25 ORAVINGS 160 A•l. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE Of PNOFESSIONAL ENGINEERING �5,,,,,� , RESPONSIBILITY SOLELY FOR THE IRU55 CONPNEN7 DES16N SHOYN. TME SUITABILITY AND USE OF THIS ^�Y�w .f 95 COMPONIN7 FOB ANY PAR7I COL AN BUILDING ISO THE RES►OHSIBSI ITY OF SMI NOILDIN6 DESIGNER. PER w SPACING 24.0" 1JISIITPI 1.1995 SECTION I. Scale =:25' Ft. EF�k427- -30447 DATE 07/13/98 ORW CAUSR427 98194064 CA -ENG AEB/GWH S E QN - 59133 FROM ED ROBKEN3-KENNY ROBERTS / LOT -3 - [SGE] T-9 DTC/8N/SGE/GIRD [8 -FTC]) „THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (TOP CHORD 2x4 OF -L #1 :T2 2x6 DF -L SS: N IOT CHORD 2x6 OF -L SS :B2 2x4 DF -L #1: WEBS 2x4 DF -L Standard im-:DLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR' -.r• Co ")EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THIS GIRDER DESIGNED TO CARRY 3-0-0 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE FOR 14-0-0. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO THE TC/BC SPLIT., THIS TRUSS TO HAVE A PLYWOOD DIAPHRAM DESIGNED BY THE ENGINEER OF RECORD TO RESIST RACKING. SEE DNG 618981" — DrnurDrurure W2.5X4 ,0 10 PSF BC LIVE cn E-+ U A 1 0 a 3-0-T 10-12 w 1 a w ....,,.�— W2.5X4 z w f(A)'SCAB BRACE. SAME SIZE, GRADE, AND 805 LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 4' OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00' OC & ALL BC @ 48.00. OC. NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 6 C0123 FOR GABLE REQUIREMENTS. RECOMMENDED CONNECTION FOR 3-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24. O.C.: SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS.- [UNLESS -OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] W2.5X4 M WSX4ft W8X14im w 14-0-0 z 18-9-0 I_ 7-11-0 J d 26 -8' -0 -Over -2 -Supports -- R-1168 W-2.5' R-276 PLF W-12-11-8 �-A Note: All Plates Are W1.5X4 Except As Shown. `ll PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 8-0-0 BUTTE C®UNTv _ RUOLDl�// ril �%'eF�Cf3esr��caa�_._25 W CT ••YARN IRB•• TRUSSES REWIRE [MIKE CARE IN FABRICATION. XAID)LIXC, SHIPIINB, INSTALLING AND BRACIN4. REFER TO HI 8-93 (NAIIDL IMG IYSTAllltl6 AND BRACING), PUBLISHED ISHEO BY TPI (TRUSS PLATE OR., SUITE 200. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR i0 W -" C 06.0"PSF 16ST,,TE. 583 D'020FRI0 TOP CHORD SHALL HAVE PROPERLY ATTACHED TC L O Q,�'�� . F 07 "--� PE6fO4MIN6 THESE FUNCTIONS. UNLESS OTHIRNISE INDICATED, STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. Jul 13 ' 98 DL 10.0 F � PSF C� --IMPORTANT-- FURNISH A COPY Of THIS 015162 TD THE INSTALLATION CONTRACTOR. ALPINE 196INEIREO PRODUCTS, INC. SHALL 607 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE 70 NOL 05 8C '-' BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: 02 FABRICATING. HANDLING, SNIPPING, INSTALLING AND 07 LL 0. 0 PSF ORACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE /ROIISIONS Of RDS (NATIONAL DESIGN P• ,a SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. AL/ENE XT. L D 36.0 P S F CONNECTORS ARE MAOI OF 106A ASTM A653 6410 SALE. STEEL. EICEPT AS NOTED. AP/LY CONNECTaS T t . EACH FACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTARCE OF PROFESSIONAL EHGINEERItlR y D UR . FAC. 1.25 RES/ONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS may,, Aye �h8 •1'• COMPONENT FOR ANY PARTICOLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERW'CAW ANSI/TPI 1.1995 SEC7101 R. SPACING 24.0' REVIMW - - 30448 DATE; #07/13/98 DR CAUSR+t'17 98194065 CA -ENG AEB/GWH SEON - 59014 FROM ED N3 -KENNY ROBERTS / LOT -3 - T-10 COMN ITOP CHORD 20 DF -L #1 .-. BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard a-: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. co . rn 0 z y W4X4 Em W1. 5X4,0+ . H c� 5 r— _ o A 0 x rs. • A W a W2. 5X4 w W2.5X4 (A1) as z z - w 2 i'2-0-0'-.1II W1. 5X4 �5 W2.5X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC 6 BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.. W2.5X4(A1) s L,2 -o -awl rs y_ 8-6-0 _I_ 8-6-0 I 17-0-0 Over_ 2_S_upports R-724 W-3.5' R-724 W=3.5' . 11. CD Com), N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD '-MARK ING•• TRUSSES REOVIRE EITREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALL116 AND co "ACING. REFER TO MI0•91 (HANDLING INSTALLING AND BRACIRG). PUBLISHED BY TPI (TRUSS PLATE CT IWSTITDTE. SGS D'ONOFRIO DR., SUITE 100, MADISON, NI S3719). FOR SAFETY PRACTICES PRIOR TO C77 PER►ORNING THESE fONCTIOIS. UNLESS OTOERVISE INDICATED, TOP CHORD SMALL HAVE P10►ERLY ATTACHED .--.. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, --IMPORTANT-- FUANISH A COPT Of TSIs DESIGN TO THE IISTALLATION CONTRACTOR. ALPINE ENGINEERED C -i PRODUCTS. INC. SBALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 AOILO THE TRUSSES IR CONFORMANCE WITH YPI: OR FABRICATING. HANDLING, SHIPPING , INSTALLING AND BRACING OF IS9SSIS. THIS DESIGN CONFOANS WITH AFPLICABLE PROVISIONS Of NOS (NATIONAL DESIGtl j TIECIF(CAT101 PNBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE =3 COEACINECTORS ARE RADE OF =OGA ASIR A6S7 9440 GALS. STEEL. (ICIPT AS NOTED. APPLY CORNECTOAS T �-a R FACE OF TROSS, AND UNLESS OTE9491SI LOCATED ON TRIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 A-1. THE SEAL 01 THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL EN6IMEERING e V,,.,,, pl11dI10E9, InG RESPONSIBILITY SOLELY FOR THE TRUSS CORPORENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~SB W 95�E COMPONENT FOR AIY PARTICULAR 091LOIRG 15 THE RESPONSIBILITY OF THE BUILOIRG DESIGNER, PER ANSI/TPI I-1A,S SECTION 1. +8-0-0 X10 p �r Iry CA/ -/l/ -/-/-]F Scale'--.25'/Ft. lyt TC LL 16.0 PSF REF R427--30449 TC DL 10.0 PSF DATE 07/13/98 DL 10.0 PSF DRW CAUSR427 98194066 C LL 0.0 PSF CA -ENG AE8/GWH W'98VBC OT.LD. 36.0 PSF SEON - 59024 DUR.FAC. 1.25 FROM ED SPACING 24.0' KENNY ROBERTS / LOT -3 - T-11 COFF) JITOP CHORD 2x4 DF -L #1 -�30T CHORD 2x4 DF -L $1 cli WEBS 2x4 DF -L Standard c, PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC.' --v CCD - 0 o 0 W4X4= N W2.5X4 0 W2. 5M4 a 5 r- 4 4 W5X4o W3X8= w W5X41a W2.5X4(A1) c5 z w z I.cz-o-oal THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC b BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 s 5 W2. 5X4 W5X4'-- 4'—"`- W5X4e2 W2.5X4 (A1) E3 L*2.0-0->J -6-0 8-6 2-3-8 2-0 U; 8-5-0 -0 2 0-0 2-3-8 I 17- 0- 0.0ver__2_Suppo f -: R-724 W-3.5' R-724 W-3.5' P1. c --A `l1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD "WARNING" TRUSSES R[GUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND CD GRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C7) INSTITUTE. 507 O'ONOFNIO DR., SUITE f00. MADISON. YI 37)19), FOR SAFETY PRACTICES PRIOR TO [7) IIRFO1NIRG THESE FUNCTIONS. UNLESS OTBEANISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED -.--. STRUCTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. '.IMPORTAIIT" FURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEAEO [`r7 PRODUCTS, INC. SHALL MOT BE RES/ONSIBLE FOR ANY DEVIATION FROM TN IS DESIGN, ANI FAILURE TO BUILD THE TRUSSES IR COIfORMANCE WI TN T►Ii OR FABRICATING, MARKING, SHIPPING, INSTALLING AND .--. ORACIY6 Of TRUS$[$. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN $FCC IFI CAT IOR PUBLISHED 01 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAO[ OF COSA ASTM A657 CRCO DALY. STEEL, INCEPT AS NOTED. APTLY CDBNECTOR$ 70 '-� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA DIAWINGS 160 A-1. THE SEAL OB TRIS DRAWING INDICATES ACC[PTABCE OF PROf[SSIORAI ENGINEERING .10 �,,,�,,� RESPONSIBILITY SOLELT FOR iME iRU53 COMPONENT DESIGN SMOWA. THE SUITABILITY AND USE OF TH15 A�pu 9s• �C" COMPONENT FOR ANT PAITICULAII BUIl0IN6 IS THE RESPON SIB IIITY OF THE BUllD160 DESIGNER, PER ANS117PI 1.1995 SECTION 1. A. 8-0-0 -Ifl 44D//VG 0� lj/V� P A AR-rki�/V CA - 1 - F P Seale =.25' Ft. W !' Jul 13 '9 Exp. 006 / 86 TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING 16.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 36.0 PSF 1.25 24.0' REF- R427--30450 DATE 07/13/98 DRW CAUSR427 98194067 CA -ENG AEB/GWH SEAN - 59046 FROM ED ROBKEN3-KENNY ROBERTS / LOT -3 - T-12 HIP/GIRD [9 -0212 - TOP CHORD 2x4 DF -L #1 :T2 2x6 OF -L #2: N NOT CHORD 2x8 DF -L SS :B2 2x8 OF -L #1: WEBS 2x4 DF -L Standard . t:Rt Wedge 2x4 OF -L Standard: 0.i4DDITIONAL LOADS -(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) (BC From 445 PLF at 3.00 to 445 PLF at 20.79 SBC 1170 LB Conc. Load at 3.00 rn (H)RECOMMENDED CONNECTION-FOR.TRUSS T-3 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-PT95H-1 FOR NAILINO'.SPECIFICAT10NS.--[UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] W5X80 W3X60 5 r o W5X4 (A4) s -3.x a- W5x4(A4) , A w w W3x8 m W5x8ia . w 170# z (H) w 162 -o-Da-1 2 -PLY]) , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required �; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3,3, NAILING SCHEDULE: (IOd-box_nails) TOP CHORD: 1 ROW @ 12" o,c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW @ 4" o,c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10 PSF SC LIVE LOAD PER UBC. 0X8i�T2 W5X88 W2.5X4s T \ —i 5 1 W5X8 (82) � T fyi 0-10-1 8-0-0 WJDX10= W5X8= 2 7r 2x4w Q 1 9-2-12 1 3-6-8 1 8-0-4 _I d 20-9-8 Over 2 Supports., I'II D�" Co vN� I R-5277 W-3.5' R-5417 W-3, NG D ^p C" NPLT TVPAl ineWave TPI -95 R Desian Criteria: TPI(STDI CA/ --/1/-/-/-7F 4 S Nle—.25'/Ft._ , , co C 7 C77 '--� C -i "'--' �--i `.--A '•'•� •YARNING• TRUSSES REQUIRE (ITREME CARE IN FA91TCAT101I MARDLING. SHIPPING. INSTALLING AND 1RACING. REFER TO NIB•91 ,1ANOLING 111TALIING ANO BAACINO). PUBLISHED BY 7P1 (TRUSS PIATC 11ST1f.h. SHS D'O.0iRID 01.. SUITE 100. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO PfNFO&MING THESE FUNCTIONS. UNLESS 07HERVIII INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED LTAUOTOAAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIILING. -IMPORTANT* FORNISN A COPT OF THIS DISIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE R16P0MNIBLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 BUILD THE TRUSSES IR CONFORMANCE NITN TPI; 01 FABRICATING, HANDLING. SNIPPING. INSfALL1N6 AND 11AC11G OF TRUSSES. THIS DESIGN CONFOAMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIf1CAT 10: /GBL ISRED BY THE AMEAICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF SOBA ASTM A693 0140 GALV. STEEL. 11CIPT AS NOTED. AF►LI CONNECTOR6 TO EACH FACE Of 7RUS3. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 100 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGNI1� IESPOISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS Yf� W. Jul 13 ' 9 No. C 80 5 � D7 TC LL TC D L BC DL BC LL TOT . L D . 16.0 10.0 10.0 0.0 3 6 P S F P S F PSF PSF .0 P S F D UR . FAC. 1.25 SPACING 2 4 . D ' 9 � 0110. T5 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEBUILO100 DESIGNER. PER A.$IfTPI 1.1995 SECTION E. _ `( 1 REF R427--30451 DATE 07/13/98 DR W CAUSR427 98194068 CA -ENG AEB/GWH SEAN - 59232 FROM ED CV l— c>_: cm 0 z ate. CC-.. CS CJ CJ c - (ROBKEN3-KENNY ROBERTS I LOT -3 - T-13 HIP LU'sUJ LI-ILYJ TOP CHORD 2x4 OF -L J1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Rt Slider 2x4 DF -L #1: BLOCK LENGTH - 1.500' USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY 2.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC IS 24.00' OC. ATTACH WITH 2-16d INAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES m EVERY 02-09-15 OC. n A ._ __-.. --.. _.._-.. .......- .. .....- - .....n ..nfnu n. e„nu111— GV --c YCD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE.AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. NF1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W4X60 W3X8o W4X6-V \ T2 W1. 5X4 9 W1.5X4 ft --'7 5 5 r W3X6,%? T 0--L0-1 0-0 mi W3X8� W1.5X4 m W3XBE3 W1OX1O(E4) W3X10(B1) Em HS2512 = W -0-0.'j 1 � 8(j�� - I 8-0-0 I 6-0-0 I 6-9-8 I kD#Vb ® Cn�� �20-9-8 Over 2 Supports R-1816 W-3.5' R-1730 W-3.5' 0.3=812 0.3-724 YP. High Stren th.Wave TPI -95\R Design Criteria: TPI STD CA/ -/11-/-/-/F Scales–.25' Ft. YARNING,^ TRUSSES REQUIRE EXTREME CARE 11 FABRICATIOY, BARDLING. $NIPPING, INSTALLING AND TC L L 16.0 PSF REF 0.4 2 7 --30452 BRAC LIN. REFFR TO tlIB-91 (HANDLING INSTALLING AND BRACI N6). /tlBIISHEO BY TPi (TRUSS PLATE w INSTITUTE, 609 O'ONOFAIO DR., S017C 200, MADISON. Ni S9TlU), f01 SAFETY PRACTICES PRIOR TO 11 GRATIS 71US( IUMIIIONS. OIL IS OTHER -ISE 1IDICATE.. TOP CHORD SMALL HAVE P40PIRLI ATTACHED TC DL 10.0 PSF DATE 07/13/98 5710CTOlAI PANELS. OOTTOh Ctl0R0 SNAIL MAY[ A PROPERLY ATTACHED 11810 CELL IRU. Jul 13 '9 ••IMPORTANT••FURRISA A COPY OF THIS DIST6I TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEERED BC DL 10.0 PSF DRW CAUSR427 98194069 PRODUCTS, INC. SNAIL 90T OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N0. C 58 05 BUILD THE TRUSSES IN C01f0RNANCE YlTH 1P1; ON FABRICATIY6, PA1III" SHIPPING. INSTALLING AND B L L 0 . 0 P S F CA -ENG A E B GWH BRACING OF TRUSSES. TtlIS DEf16N 7C NfORMS PITY APPLICABLE PROTIfIOVS Of NOS (NATIONAL DESIGN Faµ 6 / SPECIFICATION PUBItSNfO 0T TH[ AME0.ICA1 iOREST AND PAPER ASSOCIATION) AND TP&4jZ—I. AlP11E COIIICfONL ARE MADE DF tOfA AfiM A669 60.10 CALM. STEEL, EXCEPT AS NOTED. APPIT CONNECTORS TO T . L O . 36.0 PSF SEO N - 59074 EACH FACE OF TRUSS, AND UNLESS OTHERYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS /E0. ORANINGS 160 A -l. THE SELL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING c OU R. FAC. 1.25 F ROM ED RESPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AlPiEELIMISSEWdwP �• COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGREA, PER ANSI/TPI 1 .1995 SECTION E. SPACING SEE ABOVE ROBKEN3-KENNY ROBERTS / LOT -3 - T-14 TERM -1 BOT CHORD 2x4 DF -L #1 --BBOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard :W1 2x8 DF -L #1: r P L=2'CANT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. a•; PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (THIS TERMINAL GIRDER WITH 5-0-0 SETBACK IS DESIGNED TO SUPPORT C-�p TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD rn AND 5-0-0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS 2-0-0 OF LOAD SPLIT T.C./B.C. THE z DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. CONCENTRATED LOAD FROM EACH HIP RAFTER IS 217#. SEE DETAIL CD105 FOR TERMINAL HIP RAFTER CONNECTION. *********DO NOT TURN TRUSS END FOR END********** - �434# W4X4= ..v A W1 " O a Lam•, w W3X8 2X4 A) w . z • .w z L -2-0-0--j ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4Q L-2-0-0---�2-0-0-->J 5-0-0 _I 10-0-0-Over-,2_Supports- -. R-577 W-3.5" R-951 W-3.5' a PLT TYP. Al ine Wave TPI -95\R Desi n Criteria: TPI S1 *WARMING' TRUSSES REQUIRE EZTRENE CARE IN FABRICATION. MAMOLIRG. SHIPPING, INSTALLING AND OO BRACING. REFER TO MIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE 07 IYSTITOTF, SBS D-OMOFRIO DR.. SUITE 200. MAOISDN, 1T $3719). FOR SAFETY PRACTICES PRIOR TO C7� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT— FURS ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED c--; PRODUCTS. INC. SMALL Of BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TRE TRUSSES IV CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BIACING OF 71USSE5. TRTS OESIGN CONFORRS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .--T SP ECT FIC AT ON OMSK B1 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .� CONNECTORS ARE MADE OF 20SA ASTH A653 GRAD GALT. STEEL. FSCEPT AS VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ARD UNLESS OTMERWfSE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AA11,,,,IDC p10�C18, RSPOVSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY ARD USE OF THIS •"N'• �95� 1.1"01ENT FOR ANY PARTICULAR BUILDING IS THE RESPORSIBILITY OF THE BUILDING DESIGIER, PER NSI/TF1 1.1995 SECTION I. +8-0-0 RUIIDIN �U�� C®U NTV 4 p p �` 4EAt, -CA/-/(l/)-/-/t-/F P Scale -.375"/Ft. 00' )�, TC LL 16.0 PSF TC DL 10.0 PSF JU1 13 BC DL 10.0 PSF Jo. EI BC LL 0.0 PSF TOT.LD. 36.0 PSF TVA-DUR.FAC. 1.25 `or=►t�`" SPACING SEE ABOVE REF R427--30453 DATE 07/13/98 D RW CAUSR427 98194070 CA -ENG AEB/GWH SEAN - 59061 FROM ED ROBKEN3-KENNY ROBERTS / LOT -3 - T-15 COMN CANT 2'BOTH ENDS; ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L $1 cli WEBS 2x4 OF -L Standard rn 0.iPLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. l cn rn 0 W9 _ 5Xd 0 W4X4;a W2. SX4 -,ZF IE -- 9= Ga W C36 W . W z 2X41.._, c� W1.5X4 III W zL --2-0-0--j 11) W1.5 X4 III L-6-2 - 0 - 0--j ( 5-0-0 i 5-0-0 J —10-070 Over 2 Supports R-360 W-3.5' R-360 113.5' c7 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE'TC @ 24.00" OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. a `" PLT TYP. Al ine.Wave TPI -95\R Design Criteria: TPI S1 ••YARNING•• TRUSSES REQUIRE EITRENE CANE IN FABRICATION. HANDLIIG. SHIPPING. INSTALLING AND co BRACING. NEi(R TO BIN•91 (HANDLING INSTALLING ANO BRACINq . PUBLISHED 0Y TPI (TRUSS PLATE 07 [tlSTIM[, SBS D'ONOF0.IO DR.. 5017[ 200. MADISON. YI 63719). FOR SAfETY PRACTICES PRIOR TO C77 PE¢FOIIMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED ---� STRUCTURAL PANELS, BOTTOM CNORD SMALL NATE A PROPERLY ATTACKED RIGID CEILING. ••IMPORTANT'• FORNIftl A COPY Of TR1S OESIGN TO TME INSTALLATION CONTRACTOR. ALL ENGINEERED C"7 PRODUCTS, IRC. SRAM NOT B[ RESPONSIBLE FD¢ ANY OEYIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TNf TRUSSES IM COR/ORMNCE tlITN TPI. OR FABRICATING, HANDLING, SMIPPIRS, INSTALLING AND ..--. BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 102 CNATIOM DESIGN .-� SPECIFICATION IOBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI. ALPINE CONNECTORS LLE MADE Of 20GA ASTM A653 GR40 GALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO "-� EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER • DRAWINGS 160 A.I. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPORSIOILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWY. THE SUITABILITY AND USE Of THIS Alpine �' C01�0NE NT fOl ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0/ THE OU Il01N6 DESIGNER. PER ANSIFTFI 1 .1995 SECTION 1. _ quit c 4 PDs�G Di1AAv�� P f t4f� CA/ -/1/ --/Fid �S.Cale"-.375"/Ft. WTC LL 16.0 PSF Alf TC DL 10.0 PSF Jul 13 '9B BC DL 10.0 PSF NO.O 5 BC LL 0.0 PSF IT TOT.LD. 36.0 PSF C�VU- OUR.FAC. 1.25 SPACING 24.0" REF rR427--30454 DATE-`--'- 07/13/98 DRW CAOSR427 98194071 CA -ENG AEB/GWH SEQN - 59052 FROM EO -KENNY ROBERTS / LOT -3 - T-16 MO ITOP CHORD 2x4 DF -L #1 - )OT CHORD 2x4 DF -L #1 cli WEBS 2x4 DF -L Standard 0 N ,,:"LATES I DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. PSF Lo�wM TC DL co PSF Jul 13 '98� rn 10.0 PSF 0 BC LL 0.0 PSF f W1.5X4 III 36.0 PSF DUR .FAC . 1.25 T Q 5 � 24.0" ,0 x 1- 1 p -O-O .y. wW1.5X4 ■ w 2 X 4 A) e= • .w -:z z w w 0 Over 2 S11pporh) I t r I R-285 N-3.5" R-43 b-2" C1. C=)_ CIQ DIT TVP_ Alnine.Wave TPI -95\R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 9 BC 0 72.00" OC'. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. riteria: TPI "YARNING" TRUSSES REM RI EITREME CARE IN ►ANAICAILUN, U-1— C3� BRACING. REFER TO HID -91 (tlAYDLING INSTALLING AND BRACIN61i ►U/LESHED BY T/1 (TRUSS PLATE 4'T IISTITDTE. 583 0-010FRIO DR.. SUITE 200. MADISON, NI 53119), F00. SAFETY PRACTICES PRIOR TO 03 P[RFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHA"AVE PROPERLY ATTACHED .—. $TIOCTOAAL PANELS, 007TOR CHORD SNAIL NAVE A PROH PERLY ATTACNEO R161D CEILING. ""IMPORTANT"" FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED c-; Ii ODUCTS. INC. SHALL 90T BE NESP0ISIBLE FOR AYY DEVLICIAT101 FROM TNIS DESIGN: ANI FAILURE TO ~ AAACINGHOF TRUSSES11 COTHIS DESIGNCE ICONFORNSOWITHARAPPLICABLE PROVISIONSSOF YDSG(NATIONAL IDESNG IGN 7 . SPECIFICATION PUBLISHED By THE ARE RICAa FOA(ST AND PAPER ASSOCIATION) AND TPI. AL/LYE .'7 COINECTDAS ME MADE OF SOBA A5TN 1151 6140 QALY. STEEL. EICEPT AS NOTED. APPLY CONRECTONS 0' ^+ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OI T815 DE" " POSITION CONBI CTO0.5 PER DRAWINGS 160 A•1. T"E SEAL ON THIS DRAYI N9 I1t0TCATES ACCEPTANCE OF PROFESSIOBAI ENGINEER G �� A� p� r b NE SPOVSIBIL17Y SOLELY FOR THE TRUSS COMPONENT 0[516Y Sd0Y1. THE SUETAN1l1TY AND USE Oi 7N •"Y W6- �`."r� COMPOIENT FOR All PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. 1 �6 ��I��vrG C C®i 4��®Ep�r, p �Wet V 4• CA/ -/1/-/-/-/F Scale —.375'/Ft- REF R427--30455 DATE 07/13/913 D RW CAUSR427 98194072 CA -ENG AEB/GWH SEON : 58915 FROM ED TC LL 16.0 PSF Lo�wM TC DL 10.0 PSF Jul 13 '98� BC DL 10.0 PSF 5E006 R BC LL 0.0 PSF f TOT. LD. 36.0 PSF DUR .FAC . 1.25 CiV11. fir SPACING 24.0" CONVENTIONAL FRAMING IS NOT '[HE IIESPONSIBILITY OF THE TRUSS, DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (B) 2X6 block. Refer to table for minimum length. (W) King post web. Minimum size - 2X6. �Refer to terminal hip drawing for lumber, plates and other data not shown here. �c* Note: Nail values are given for "normal" values and are not adjusted for the various durations as allowed by the code. The quantity of nails may be adjusted as allowed by the code. CONNECTOR PLATES DESIGN TABLE B.iB. AA A V T AA I1 AA GREEN LUMBER PER NDS T7 IT A r. T T 0 N LUMBER SPECIES Setback* �'F Setbdck Nails required Length of block Sean -- 60011 _ 90011 120011 170ON F'.L. 8/16" 12/20" 16/24" 24 / 36" ±.F: 11/20" 16/24" 22/30" 32 / 42" SP 3= 11/2011 - 16/24" 22/3011 1 32=42 R ��IJ�� COON V 6��p1 is t CIV`<� o�� �Tf OF C Setback* �'F Setbdck SCALE = 0.2500 Sean -- REF 56425 -LF, SEON-- !1793 FURNISH A COPY OF THIS DESIGN TO ERECTIO1 • d O L7 ALPINE EM0311EERED PROOIICT9. IIC. inums IEaUInE EAIRENE CANE **IMPORTANT*)( SHALL 1101 BE RESPONSIBLE FOR ANT WARNING III IU110LIN0, EnEcl10N Am d O I=7 • p dk�3 DEVIATION FNON 11105E BPECIi ICA/I0N9 OR ANY DEVIATION FROM BRACINO.SEE 'DWT -0B'. IBILICINO WO00 ttMIS9E DUR.FAC. THIO DESIGN 011 ANT FAILURE 10 BUILD TIE TRUSS IN COIFOn11A10E CQOEMMY ANO nECONET10AT10Oi-�IPII .p O O WETH f1E 'WAl1IT SIAI�AnO OSiR9' BT iPl. ALPINE COH1EC(OnS 11115 IIESIGH FOR ADnI11d1AL SPECIAL PE p NANUFACIUMO FROM i0 DAUGI GALVANIZED STEEL ULES6 N101T nnACIIWI MOUI n11E11T6. U11E66 O11ERWGOIIEIMISE G CARE 610". MEETING IIEOUIREIENIS OF ASIN A41B OMOE A. SHMI, TOP OIOW SHALL BE LATERALLY BnA_ APPLY CONTIE01on9 10 B01N FACES AT'EACH JOINT ANO LOCATS AS WITH PIIOI nLV ATTACIED PLYWOOD SIEAT RIIIo SHORN. BEARING WIDTHS ARE 1' IMININAL UILESS OUERMISE 6110917. BOIION Clarm MIM (11010 CEILING 011 ORACIIOESION BIANOAROS CUN1011N Wllll APPLICAOI.F PRUVIS10119 O1 AS SPECIFIED ON OBSION. DO NOT Uf.E 11119oINDS AND PIPI (PCU. OESIGH WIIII FIRE IIEFARBANF IIIF.AIEO LLDOEn. . O T= O O O G A_.,PI - TRUSS PLATE IIISIIIUIE. 1109 - 11AT IOlUL OE 91tl1 g1EClFi[At101 FQI MWU t0119IIM1Cf IO11 R ��IJ�� COON V 6��p1 is t CIV`<� o�� �Tf OF C REV 15.3.3 SCALE = 0.2500 DESIGN CRIT: UBC REF 56425 -LF, TC LL iF .0 PSF TC DL .0 PSF 13C DL _0 PSF TOT.LD. .0 PSF DATE 01/11/9( DRWG CD105A CA -ENG CWC/0"11-v 0/A LEN. do DUR.FAC. PITCH 8.0 SPACING is TYPE DETAIL CERTIFICATE_ OF COMPLIANCE: Residential Page 1 1 CF -1R -----------------------------=-------------------------------------------------- Project. Title: ROBERTS 2204n (BASE CASE) Run: 373 16 -Jul -98 Project. Address: LOT 3, EAGLE NEST DR. ROBERT'S 2204n (BASE CAS CHICO, CA. 95928 Building Title: ROBERTS 2204n (BASE CASE) Building, Permit. # Document. Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check/ ate 7 �� Compliance Method: CALRES2 Version 1.31 Fie.id Check / Date Climate Zone: ---------------------------=---------------------------------------------------- 1.1. GENERAL... INFORMATION Conditioned Floor Area: 2204 ft -2 Building Type: SFD Single Family Detached Building Front. Orientation: 349 deg (North) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component. I nsu 1 Assembly Type R-valU.e U -value Location/Comments ------------------------------- ---------------------------------------- Door 0 0.330 Outside Door 0 0.330 Unconditioned Wall 18 0.058 Outside Wall 13 0.088 Unconditioned Floor 19 0.037 Crawlspace Ceiling 38 0.025 Attic, FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ( ft.2) value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- --------- ---------- -------- -------- Window North 105.7 0.750 2 St -d Drape Bug Screen Overhang Metal Window East. 47.0 0.750 2 St -d Drape Bug Screen Overhang Metal Window East. 17.8 0.750 2 Std Drape Bug Screen Overhang WdDr/Div Window South 1.26.5 0.750 2 Std Drape Bug Screen Overhang Metal Window West. 26.7 0.750 2 Std Drape -Bug Screen Overhang Metal Window West. 20.0 0.750 2 Std Drape Bug Screen Overhang Wood Skylight. 8.0 0.800 2 None None None Metal THERMAL_ MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ---------------------------------------- Int.massl Yes 198.0 1.0 Interior / INCLUDES TILE R MA t cc HVAC SYSTEMS Duct. Loca.t.lor61�� Type Efficiency and R-valu��® Furnace 0.82 AFIJE Crawl R- Ai.r cond. -- central split. 1.0.00 SEER Crawl. R-4.� CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project. Title: ROBERTS 2204n ( BASE CASE) Run: 373 1.6 -Tut. -98 WATER HEATING_, SYSTEMS Dist.rib Water Water # of . Energy Volume Wrap System Name Type -------- Heater Name ------------ Heater Type ----------------- Ht.rs ---- Factor ------ (gal) ------ R-val ----- ------------ 500ALW/H Standard 50W/H Storage gas 1 0.60 50 0 WATER HEATING_, SYSTEMS MISC Solar savings Solar.syst.em System Name fraction type ------------------------------------- 50GALW/H -- -- WATER HEATF...R/BOILER DETAILS Rated Water 'Recovery Input. Heater Name Efficiency AFUE (kBt.uh ) 50W/H 76% -- 40.00 HYDRONIC DISTRIBUTION AND TERMINALS Wood stove Wood stove boiler? boiler Pump? ---------- ------------- No No Pilot. Standby Tank Light. Loss R -value (Btuh) -------------- ------ Pipe Pipe System/Name Type Number run (ft) diam (in) --=------------------------- ------ -------- --------- None SPECIAL FEATURES, REMARKS, AND NOTES None Insul Insu1. t.hck (in) R -value --------- ------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement. them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a_. single building plan to he built. .in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -IR Project. Title: ROBERTS 2204n (BA—SE CASE) Run: 373- ib-JUI-98 DESIGNER OR OWNER KENNY ROBERTS 5867 COHASSF_T RD. CHICO, CA. 95973 345-5970 Lic # Signed Da.t.e ENFORCEMENT AGENCY Name: Title: Agency: — Telephone: Signed D a t. P. DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. - 170 RIO LINDO C_.HICO , CA 95926 530-342-9688 or 865-9688 Signed Date i COMPUTER METHOD SUMMARY ------------------------------ --------------------------------------------------- Page i C -2R Project. Title: ROBERTS 2204n (BASE CASE) Run: 373 16 -.Jul -98 Project. Address: LOT 3, EAGLE NEST DR. ROBERTS 2204n. ( BASF_. CAS 1.1.-40 CHICO, CA. 95928 Heating 11.20 Building Tit.le: ROBERTS 2.204n (BASE -CASE) Building Permit. # Document. Author: BOB METZGER O.D.S. Yes 40.32 Telephone: 530-342-9588 or 865-9588 Plan Check / Dat -e Compliance Method: CALRES2 Version 1.31 Field Check / W19.EQ4 Da.te Cl.i.mat.e Zone: 11 18 79 90 ENERGY USE SUMMARY ( kBt.0/f t.2 -yr ) Energy --------------- Use St.andard Design --------------- Proposed Design Space Heating 15.61 --------------- 15.38 Space Cooling 1.3 .50 1.1.-40 Water Heating 11.20 10.77 318.9 0.058 -------- --------complies Total Yes 40.32 37.44 Yes GENERAL_ INFORMATION Conditioned Floor Area: Building Type: Building Front. Orient.at.ion: Number of Dwelling Units: Number of Stories: 2204 ft -2 SFD Single Family Det.ac:hed 349 deg (Nort.h ) 1.00 1 Floor Const.ruct.ion Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 20571 ft.3 Conditioned Footprint. Area: 2204 ft -2 Ground Floor Area: 2204 ft -2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name ( f t.2.) (f t.3) Type ------------ ------- -------- ------------- House 2204 20571 Conditioned OPAQUE SURFACES Vent. Vent. Thermostat. Height. Area. Type (ft) (ft -2) ------------ ------ ------ CEC Standard 2'0" 23.6 SUrface Area U- Insl Tru Slr Const.ruct.ion Type (ft.2) value Rval Azm 'Tlt Gns Type Locat-ion/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Zone =House Door Door Wa11. Wa.l1 Wa. 1.1 Wall Wa 1.1. Wall Wa 1.1. 2.0.0 0.330 0 349 90 Yes 307Wood Out -Side 17.8 0.330 0 259 90 No 28x68 -Wood Unconditioned 318.9 0.058 18 349 90 Yes W19.EQ4 Outside 24.3 0.058 18 34 90 Yes W19.EQ4 Outside 521..2 0.058 18 79 90 Yes W19.EQ4 Outside 14.0 0.058 18 124 90 Yes W19.EQ4 Out.sidn' 491..5 0.058 1.8 169 90 Yes W19.EQ4 Out -side 357.0 0.058 18 259 90 Yes W19.EQ4 Out -Side 252.2 0.088 13 259 90 No W1.3 .2x4 .16 , Uncondit.i.oned COMPUTER METHOD SUMMARY page 2 C -2R Project. Tit.le: ROBERTS 2204n (RASE CASE) Run 373 16-Ju1-98 ---------------------- OPAQUE SURFACES continued SurfaCe Area l!- Insl Tru' S I r Const.rllCt.ion Type ---- Type ( ft.2) valve Rval. Azm Tlt. Gns Type . L.or_.at.ion/Comment.s ---------- Wa.l.l. ------ 24.3 ----- .0.058 ---- 18 --- --- 304 90 --- Yes ------------ W1.9.EQ4 -------------------------- Outside Floor 2.204.0 0.037 19 -- 180 No FC_.19.2x8.16 Crawlspace Ceiling 2196.0 0.025 38 -- 0. Yes R38.2x4.24 At.t.i.c PERIMETER LOSSES Per imet.er Length Type ( ft.) -----7------------- FENESTRATION SURFACES I nsu 1. F2 Insu.l Depth Factor R-va l ( i n ) Fenest.rat.ion OPER/st-d Area Tru Metal Open Name -------------- Type ---- ( f t.2 ) ----- Azm --- T l t. --- Type ------- Zone = House OPER/st-d Metal OPER/std Metal OPER/st-d F11 Wind 19,0 349 90 Fixed F2-1 Wind 6.7 349 90 Fixed F22 Wind 6.7 349 90 Fixed F23 Wind '20.1 349 -90 Fixed F31 Wind 36.3 349 90 Slider F41 Wind 5.4 349 90 Fixed FL11. Wind 11.7 34 90 Slider L11 Wind 15.0 79 90 Slider L21. Wind 6.0 79 90 Slider L22 Wind 16.0 79 90 Slider L3IFRCH Wind 17.8 79 90 Fixed BL11 Wind 10.0 124 90 Slider B11 Wind 14.0 169 90 Slider 8215GD Wind 60.0 169 90 Slider B22 Wind 12.5 169 90 Fixed 831 Wind 15.0 169 90 Slider 832 Wind 15.0 169 90, Slider BR11 Wind 10.0 169 90 Slider R11 Wind 15.0 259 90 Slider R12 Wind 20.0 259 90 Fixed FR11. Wind 11.7 304 90 Slider SLI Skyl 8.0 -- 0 Fixed Loca.t.ion/Comments ---------------------------------- Glazing Frame C_haract.r Type Name Comments Metal OPER/st-d Metal OPER/st-d Metal OPER/st.d Metal OPER/st-d Metal OPER/st-d Metal OPER/std .Metal. OPER/st-d Metal OPER/std Metal OPER/st-d Meta l' OPER/st-d WdDr/Div OPER/st.d Metal OPER/st.d Met -al OPER/st-d Met -al OPER/st-d Metal OPER/st.d Metal OPER/st.d Metal OPER/st-d Met -al OPER/std Meta I OPER/st-d Wood OPER/st-d Metal OPER/st-d Metal Dhlsky.lt. COMPUTER METHOD SUMMARY Page. 3 C -2R Project. Title: ROBERTS 2204n ( BASE CASE) Run= 373 16--Jul-98 GI.._AZING CHARACTERISTICS Glazing Charact.r Glazing # of U- SC GIs Interior SC Int. Exterior SC Ext. Name Type. Panes value OnlyShade Type._, Shade Shade Type._. Shade ------------ ------ ----- ----- ---------------- ---------------- ---=-- OPER/st-d Clear 2 0.750 0.880 St -d Drape 0.780 Bug' Screen 0.870 DblSkylt. Clear 2 0.800 0.880 None 1.000 None 1..000 OVERHANGS Fenestration -------------------------- Above Left. Right. Name Height Width Depth =------ Glazing Extension ------------------ Extension --------- ------------ Fll ------ 6'4" ------ 310" 1'0" 4« 46'0« 5,6« F2.1. 698" 1904 816" 334« 15'0" 38'6" F22 6'8" 1'0" 8'6" 3'4" 10'6" 43'0" F23 3'2" 6'4" 8'6" 190" 15'01, 33'2" F31 7'3" 5'0" 118" 39.4" 5'2" 17110" F41. 234" 2'4" 2'6" 4" 5'2„ 27.6" FL11 5110" 2'0" 1010" 4" 11'0" 7'0" L1.1 5'0" 110" ?'6" 4" 846« 9'6" L21 1'6" 400" 196" 3'4" 20'6" 22'6" L22. 4'0" 4'0" 1'6" '3'4" 11'6" 31'6" 1_31FRCH 6'8" 2'8" 20,0« 4" 5'8" 3818" eL..11 5'0" 2'0" 9'0" 4" 8'0" 40'0" ell 3'6" 4'0" 2'6" 4" 15'0" 810" 82.1SGD 6'8" 9'0" 7'0" 1'4" -31'0" 6'6" 822 510" 2'6" 700" 1'4" 28'0" 16'0" B'�1 5 '0" 8'0" 1'8" 3'2« 17.6« 1'6" 832 5'011 3'0« 1,R« .�,2« 6,6" 12.6« BR11 510" 2'0" 700" 1'.4" 14'0" 49'4" Rll 510" 3'0" 1'8" 4'4" 3910" 3'6" R12 4'0" 5'0" 1.''8" 4'4" 1.0'6" 30'0" FRll 5110" 2'0" 1010" 4" 5'0" 13'0" FINS -------------------------- Left. Fin Right. Fin Fenest.rat.ion Ext.en Dist. -------------------------- Ext.en Dist. -------------------------- Fin Fin above to Fin Fin above to Name Height. Width Depth Height gl.zng glzing Depth Height glzng glzi.ng None THERMAL_ MASS Vol Cond- Area. Thck Heat. duct.- Const -ruction Insd Mass Name (ft.2) (in) . CAP ivit.y Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- -_.one = House. Ti.1.e. 1.98.0 1..0 19 1.04 Ti1.e. 0 Int.eri.or / INCLUDES TILE COMPUTER METHOD SUMMARY Page 4 C -2R Project. Tit.l.e: ROBERTS 2204n (BASE CASE) Run: 373 16 -Jul. -98 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ---=-------- -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Duct. Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFur n .82 Fur nace 0.82 AFL►E Crawl. R-4.2 Acsp.lit.10 Air cond. -- cent-ral split. 10.00 SEER Crawl R-4.2 WATER HEATING SYSTEMS Dist -rib Water Water # of. Energy Vol.umR Wrap System Name Type Heater Name Heater Type Ht.rs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- 50GALW/H Standard 5OW/H Storage gas 1 0.60 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood Stove Woad stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pil.ot. Water Recovery Input. Standby Tank Light. Heater Name Elf ic_:i.ency AFL►E ( kBt.uh ) Loss R -value ( Bt.uh ) ---------------------- ------------------------- ------ 50W/H . 76% -- 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe InSul InsU1 System/Name Type Number run (ft.) diam (in) thck (in) R -value -------------- -------------- ------ -------- ---------- --------- ------- None SPECIAL. FEATURES, REMARKS, AND NOTES None ' PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project. Ti.t.l.e: ROBERTS 22.04n ( BASE CASE) 17 -Jul -96 project. Address: LOT 3, EAGLE NEST DR. CHICO, CA. 95928 Buildi.ng Permit. 9 Building Title: ROBERTS 2204n (BASE CAS -E) Document. AUt.hor : BOB METZGER O.D.S. Checked By / Date Telephone: 530-342-9688 or 865-9688 Compli.a.nce Method: CAL.RE52 Versi.on 1.31 --------------- Assembly Name: W19.EQ4 Assembly Type: Wall Construction Framing Percentage:- 15% Framing Type: CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Total Unadjusted Resistance (R): 20.66 6.65 Note: Winter value used for outside Air film. FRAMING ADJUSTMENT CALCULATION Cavi.t-y" Framing Total -----,�-F------------------------- ----------------- LI-value: ---------------- l1-va.lue: (.1 . /2.0� R6 x 0.85) +.0./8.65 x 0.15) = 0.058 Bt a h/f t.2 -F Resistance: ( = 17.10 ft2-F/Btuh NOTE The values shown her: >.ire based on nominal data and do not. include surfaCe film adjustments, crawlspe"-. resistance, or other modifications mandated by the CEC. - Thickness Resistance. Resistance mat-er ial ( i nches ) --------- at. Cavity at. Framing ---------- 1.a. ------------ FIR2 3.50 ---------- -- 0.99 ib R13Bat.t. 3.50 13.00 -- 2 .62STVCC0 0.62 0.20 0.20 3 .5 -GB 0.50 0.90 0.90 4 R5 -RIB 1..00 5.11 5.11. 5 FilmIn_90 -- 0.68 0.68 6 Spc .50" Wall. 0.50 0.77 0.77 Total Unadjusted Resistance (R): 20.66 6.65 Note: Winter value used for outside Air film. FRAMING ADJUSTMENT CALCULATION Cavi.t-y" Framing Total -----,�-F------------------------- ----------------- LI-value: ---------------- l1-va.lue: (.1 . /2.0� R6 x 0.85) +.0./8.65 x 0.15) = 0.058 Bt a h/f t.2 -F Resistance: ( = 17.10 ft2-F/Btuh NOTE The values shown her: >.ire based on nominal data and do not. include surfaCe film adjustments, crawlspe"-. resistance, or other modifications mandated by the CEC. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A /L MF -1R Project Title.......... MASTER PLAN Date........ 01/01/9•6 Project Address........ MASTER PLAN --------------------- CHICO; CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... C�l� 2 GAA�Ii ; Field Check/ Date ; Climate Zone......... --------------------- i ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist—only. BUILDING ENVELOPE MEASURES t.o G �� -------------------------- esign- nforce- er went *150(a): Minimum R-19 ceiling insulation. LAA 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation- water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned i spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. C'l4 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. �C€ 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control E._�J c. Flue damper and control ll ' 2. No continuous burning gas pilots allowed. E t0 3 C- 0 -- • �Uc�•2 os'- 2 110-13: HVAC equipment, water beaters, sbowerbeaas ana faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. �-ll 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot Water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation �� pump time switch. 'ALL{ 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non-electrical cooking appliance ��d with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er hent 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling C1 fixtures. IC (insulation cover) approved. (SC_EeA4Z;?E I G. " TAGbh-eD aware that glazing units '(including do6rs with �_rt giast) must".'have permanent NFRC labels. Glazing labels will be `checked aga.inst the Title 24 calculations at the-time of framing inspection. If the installed U-value'is of a lesser value, the Title 24 calculations must be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF-6R is required to be .posted at the residence proper to the issuance of a Certificate of Occupancy. This is in addition to the Insulation Certificate. + vI IF APPLIES GENERAL NOTES SHEET E 1, ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb 6E CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. .EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO - 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE .DAMPER TIGHT -FITTING 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER 10ke+ U.M.C. 8 INSULATED 0- INSUL.- GAS EQUIP.) S (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. R , 'ts4�- 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b).VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING. d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.LjF 1.,1. owap. I$� PIl1��U�d�LTU1 GL� f) R-4 INSULATION ON CIRCULATING SYSTEM.- g) YSTEM.g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. .11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY . 1 WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. -REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. s 0 4 ti'l .STOILY �I J �� iso ...........:.BJTTE COUNTY BUILDING DEPARTMENT Pppn\/Pr) —gip--= - -I d �► D AR GREGORY••A. PE11Z -k O'No. C 2t2s3 ARCHITECT 1907 Ste. E Mangrove Chico, CA 95926 (916) 8945719 o AIT j—Ri — MirJ. MIN, , -n IJ, z T" o -J , ail p � n BUTTE COUNTY BUILDING DEPARTMENT 'APPROVED �SEo AR��, C29283 U, �- �4F re \�C • LAND DEVELOPMENT OE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No. 1 K A-55 oc 1'1L� cv Sf= OWNERS �r'tA.P. PRINT LAST NA NAME AME FIRST NUMBER C llI ✓ U Ll L J'7� ADDRESS / LOCATION: COUNTY ZONING rZ DESIGNATION: " FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIG TO APPROVAL: DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: - .. YES NO COMMENTS/CONDITIONS: YES NO MAP INFORMATION: DATE OF R/ECORDING: i 1 3 9 Z LOT BOOK 12 �O PAGE (PO COMPLIANCE WITH OLD SUB IVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. -Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. —1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. —9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13DX, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. l')OF CoN191 71ON 5 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. —24.- -25. 26. AI 13A3G (1W 3111(8 y) KINf100 LD 6,988661 Z Z IN r FORMS\Mjj j2*EARANCE ?J BUTTECOUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) Property Owner ({jp Project Location/Address Subdivision ,ue0 Lot Number s) Q Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: fOf? A4 Lz Building Department Representative Date Chico Area Re Applicant Name) Street Address City ation and Park District(CARD)certifies that 2)/� (--/. ( `s 6© (State) .-,.) r__� -—-) Phone Number) Zip Code) Non -Residential l! to Residential has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 -for total payment of $ / m CARD Represent tive PAID BY CHECK NO.OZIL11 REMARKS: BANK NO. 9� PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park. fee._.(form revised 11/90,),x, Date F Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. P,.,21/7B 4'.40`6 OWPO 03i CHECK $1189 BUTTE COUNTY SCHOOLS IMPACT ^FEE CERTIFICATION FORM • (Ope forrm,per Building) School District CIA Building Department No. i A.P. Number ' _10 b " 03 Jurisdiction: Q City ©"County Property Owner 3 Sq. Footage (Group R) I _ t Commercial/Industrial Sq. Footage .._-L.:�r:.�,.,¢..•.,.,-Es ._ -_. .,� , _ x = New'- r h .-Addition' ��.s�r:._z. -(Including Exterior / Roofed Areas) Building Department Representative moor runs reviewea Dy scnooi uistnct versonneu Date District Identification No. 9 _ Zy& School District certifies that��`� (Applicant) (Street Address) (Phone Number) kn 9,59 7--:-� (City) / C(State) (Zip Code) (( .has complied with the requirements of Resolution No. (Q t7 9 by payment of $ /� �S�7,3Ce representing 2, c-'-(:) square feet. B 2926 $ _ LL MITIGATION $ S School District RefWsentative Date .Paid by Check # f L Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm 0 Property Location/Address , Subdivision C1 Lot No. Residential Development No of Living Mobile Home Addition Units Installation 3 Sq. Footage (Group R) I _ t Commercial/Industrial Sq. Footage .._-L.:�r:.�,.,¢..•.,.,-Es ._ -_. .,� , _ x = New'- r h .-Addition' ��.s�r:._z. -(Including Exterior / Roofed Areas) Building Department Representative moor runs reviewea Dy scnooi uistnct versonneu Date District Identification No. 9 _ Zy& School District certifies that��`� (Applicant) (Street Address) (Phone Number) kn 9,59 7--:-� (City) / C(State) (Zip Code) (( .has complied with the requirements of Resolution No. (Q t7 9 by payment of $ /� �S�7,3Ce representing 2, c-'-(:) square feet. B 2926 $ _ LL MITIGATION $ S School District RefWsentative Date .Paid by Check # f L Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm 0 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE , OROVILLE CA 95965 CONY of Document Recorded 25 -Aug -1998 1998-0036349 Has not been compared vith original Butte COUNTY RECORDER L AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 3, As shown' on that certain map entitled, "Rocky Bluffs subdivision, phase I", which map was recorded in the office of the recorder of the county of Butte,. State of California, on November 13, 1992, in book 126 of maps, at page(s) 66, 61, 62, 63, 64, and 65. AP # 011-684-003 i Date: l D PROPERTY OWNERS: State of Cavorni County of Dtt _r before me, 3,; : L. -S'iH •Tett personally appeared &t,-eXi¢Uq-eG G . . K,96eLi known to me (or proved to ine on the basis of satisfactory evidence) to within instrument and acknowledged to me that he/she/they - c t that by his/her/their signatures) on the instrument, the') executed the instrument. r WITNESS my hand and official seal. Si nature-' g eal: A.P.ft i. the personally whose names is/are subscribed to the name capacity(ies), and &ANILAA the person(s) acted, RICHARD L. SMITH COMM. #1178418 '- NOTARY PUBLIC -CALIFORNIA NOTE TO RECORDER: DO NOT RECORD THIS SIDE _ A.A. - I Instructions for recording Agricultural Statement of Acknowledgment: I . Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES:------= $7.00 - Ist Page .�--.--••-- - - " $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) fl • �.� i i .� 1'1 1+ � � t,�, e A' IV - to FlD- r� VERIFY ALL DIMENSIONS, NOTES & VIEWS IN FIELD. GENERAL NOTE: THIS DRAWING BY BOB METZGER AO.D.S. HAS BEEN PROVIDED FOR THE OWNER ACCORDING TO THE CALIFORNIA BLDG. & PROFESSIONAL CODE & THE CONTRACT BETWEEN B.M.-O.D.S. & THE OWNER. FOR ANY QUESTIONS CALL B. M. OR OWNER. BOB METZGER OR O.D.S. IS NOT AN ARCHITECT OR IN ANY WAY REPRESENT ITSELF AS AN ARCHITECT OR ENGINEER. Atib - �H�EFIr..Iyf. THE WHOLE PROJECT IS SUBJECT TO APPROVAL & INSPECTION BY THE LOCAL BLDG. DEPT. BOB METZGER - O.D S. IS NOT RESPONSIBLE FOR ANYBODY'S INTERPRETATION OF THE PLAN. STANDARD NOTES: 1. VERIFY ALL DIMENSIONS, NOTES & VIEWS IN FIELD. 2. SEE ATTACHED SHEETS. FOR C.E.C. T-24 CALCS. (KEEP w/ PLANS). , 3. HOSE BIBS TO HAVE BACK-FLOW DEVICES. 4. LUMBER; NO. 2 D.F. LARCH TYP. U.O.N. 5. SMOKE DETECTORS TO BE HARD WIRED w/ BATTERY BACKUP. 6. ALL CONC. TO BE 2500 P.S.I., 28 DAY, 5 SACK NUX. r.r �� • ,1 7. SOIL BEARING RESISTANCE IS BASED ON 1200 P.S.I.t t -, ,� rr 8. (rv} = APPROXIMATE 9. A/C GOND. UNIT(s) NOT TO BE WITHIN 5' SIDEYAI2_D. o 1i ARLY SEENFROM 10. ADDRESS NOs. r0 BE LARGE ENOUGH TO BE CLL 11. BOB METZGER IS NOT AN ARCHITECT OR PROVIDE ANY ENGINEERING SERVICES.. _2 AM I'? ALU Ptd ll��t z1G �a� �LL.�� w/ l.-�.2L�� � r r��� � D'�.AJ �1� -'2�%v � - r ,� �� �.. - _ .. ._..__._._ �©t-i �., ,.... '`�..__� �` � �._•---- --_. _ _� i l l - {n � n t.J � �L , � . � 1 t � � .., i ' , Ji �_ !i: I . � � �1 � . �. Pu ✓t„''��itti� Almo firt top BRACED WALL PANELS "Simplex'' structural grade Thermo -ply storm brace with 16 ga. galy. staples with be installed with 7/16" crown and 1 1/4" legs @ 3". 6 0. C . Staples shall crowns parallel to frarning member to which it is attached. 2. Wood boards of 5/8 -inch net minimum thickness applied diagonally on studs spaced not over 24" 0. C. 3. Wood structural panel sheathing with a thickness not less than 5/16 -inch for 16- 3/8 for 24 -inch stud spacing in v, inch stud spacing and not less than -inch accordance with Tables 23 -I -M-1 and 234-N-1.("'/ 4. Fiberboard sheathing 4 -foot by 8 -foot panels not less than. 1/2 -inch thick O.C. installed applied vertically on studs spaced not over 16 -inches when in accordance with Section 2315 and "fable 23-1-P. 5. Gypsurn board {sheathing l/2 "0P,*1V' 11 V-V1(V (� SOTAt1DE5 09,0 7 inches 0. C. with on studs spaced not over 24 inches 0. C. and nailed att nails as required by Table 25-I. C r A 6. Particleboard wall sheathing panels where installed in accordance with Section Table 23-1-N-2. 7. Portland cernernt plaster on studs spaced 16 inches 0. C. installed in accordance witli Table 25-1. 8. Hardboard panel siding when installed in accordance with Section 2326.7, 2320.6 and Table 23-I-0. a. Sill nailing at braced wall panels shall be 16d ( 5t, 0. C. (where applicable). b. Panels shall span three stud bays, be T-0" min. wide, and have all edges blocked. c. Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with braced wall panels. d. Provide 10" DP. Thickened slab b, interior braced walls (I.B.W.) v/ll2" fIs A.B.'s O 5' o.c. (I.B.W.) @ 34' o.c. max. � t,�, e A' IV - to FlD- r� VERIFY ALL DIMENSIONS, NOTES & VIEWS IN FIELD. GENERAL NOTE: THIS DRAWING BY BOB METZGER AO.D.S. HAS BEEN PROVIDED FOR THE OWNER ACCORDING TO THE CALIFORNIA BLDG. & PROFESSIONAL CODE & THE CONTRACT BETWEEN B.M.-O.D.S. & THE OWNER. FOR ANY QUESTIONS CALL B. M. OR OWNER. BOB METZGER OR O.D.S. IS NOT AN ARCHITECT OR IN ANY WAY REPRESENT ITSELF AS AN ARCHITECT OR ENGINEER. Atib - �H�EFIr..Iyf. THE WHOLE PROJECT IS SUBJECT TO APPROVAL & INSPECTION BY THE LOCAL BLDG. DEPT. BOB METZGER - O.D S. IS NOT RESPONSIBLE FOR ANYBODY'S INTERPRETATION OF THE PLAN. STANDARD NOTES: 1. VERIFY ALL DIMENSIONS, NOTES & VIEWS IN FIELD. 2. SEE ATTACHED SHEETS. FOR C.E.C. T-24 CALCS. (KEEP w/ PLANS). , 3. HOSE BIBS TO HAVE BACK-FLOW DEVICES. 4. LUMBER; NO. 2 D.F. LARCH TYP. U.O.N. 5. SMOKE DETECTORS TO BE HARD WIRED w/ BATTERY BACKUP. 6. ALL CONC. TO BE 2500 P.S.I., 28 DAY, 5 SACK NUX. r.r �� • ,1 7. SOIL BEARING RESISTANCE IS BASED ON 1200 P.S.I.t t -, ,� rr 8. (rv} = APPROXIMATE 9. A/C GOND. UNIT(s) NOT TO BE WITHIN 5' SIDEYAI2_D. o 1i ARLY SEENFROM 10. ADDRESS NOs. r0 BE LARGE ENOUGH TO BE CLL 11. BOB METZGER IS NOT AN ARCHITECT OR PROVIDE ANY ENGINEERING SERVICES.. _2 AM I'? ALU Ptd ll��t z1G �a� �LL.�� w/ l.-�.2L�� � r r��� � D'�.AJ �1� -'2�%v � - r ,� �� �.. - _ .. ._..__._._ �©t-i �., ,.... '`�..__� �` � �._•---- --_. _ _� i l l - {n � n t.J � �L , � . � 1 t � � .., i ' , Ji �_ !i: I . � � �1 � . �. Pu ✓t„''��itti� Almo firt top 10 �tia tom' � •� v, IIII ,�ya� ;_ ._� � � ' �~ '�- � � ' ��-�. , ���. ► `�/ �`�'� r � ``� '�• �^+��1��t�t�.�t��� - 71 •"was, �+ -,.- �4 1 e I�Vii 01 dot -._._._.._.__ . ...._ Chi tUJ �I �tia tom' � •� v, IIII ,�ya� ;_ ._� � � ' �~ '�- � � ' ��-�. , ���. ► `�/ �`�'� r � ``� '�• �^+��1��t�t�.�t��� - 71 •"was, �+ -,.- �4 1 e I�Vii 01 dot -._._._.._.__ . ...._ Chi tUJ �I