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HomeMy WebLinkAbout064-560-016sRA- NOTESY RESIDENTIAL " x064-56-0-016 99-0353 BPEM PERN HARDIN_G,_Jim _ 14116 Wycliff Way, Magalia ;(new single family) 3/29/2003 r r SPECIAL CONDITIONS CHECKED / BY ( ✓✓✓// SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LE 5 E t a OFFICE COPY f Address GAS Meter By Date ELECTRIC% 4 Meter By (` —Da � i `i JOB FINALED (Date Signature ./=OK, 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES * = loot Ready Gas; MH Test -Demand-Valve-Connector Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand-Valve-Connector 4. Electricity; M'1 Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s i. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date U derfloor (Plans) OK except #'s Date og•Setbacks- Easements- Flood- Slope Date Ftg., Main; Soils-Elec. dm&7-//_O /" Ftg. Depth �3�Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5 em,Walls, Main; Steel•Blockouts-Wrapped to ails, Garage; Steel-Blockouts-Wrapped ,6 . Hold Downs and Special Anchors 54. b, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support- Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 3 Card B- Date Card B-1 Date Date Card Date Card B-1 PI.WBING (Permit) OK except #'s Date er Hir.; Vent -Access -Combustion Air Baffle Date er Pipe; Test & Anchor -Nail Protection Date D .V.; Test Fittings & Anchor -Nail Protection Date wer Pan; Test, First Floor -Tub Access 5 est ub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELJECTRICAL (Permit) OK except #'s 23!Fixture & Transformer Clearance -Ins. Protection & Switches at Doors & No. of Conductors gfi,.1R9mBx Installed Close to Edge of Studs & C.J. Eq ' . Ground made up w/Mech Fasteners -Bond Gas & Water APliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes O No 31 vice -Riser Conductors -& Ground Main Disconnect 32. quip. Clearances Panels -Motors -Mach. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s 86�A_VDucts Insulation & Support $F�V Fan, Exhaust above insulation C ensate Drain & Overflow, Size & Grade ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ,FRAMING (Permit) OK except #'s S' roper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) !<ZFe Stops, Furred Ceilings -Stairs -Chasers -Tubs Afi"Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 48.1'1$ -Post Caps -Anchors -Connectors Date Cg. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. ' Date F' lace Ties or Type A Flue -Fireplace Throat Clearance Date Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date . BOrfn. Windows or Exiting Doors -Sill Ht. & Dimensions 5 G ge Fire Protection Framing P perty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Sta ; Width -Headroom -Rise -Run -Landing -Fire Protection 5 l od on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 57. St o Mesh -Drip Screed -Fd. Vents-Underflr. Access GI in lass Protection -Skylights -Plastic AW-Sp6r Walls iling-Bolts e rior/Exterior Wall Panels In ation-Walls-Ceilings Infiltration -Walls -Windows Date Dat Date Card B-1 Dates Card B - Card B- Date Card B - (Plans) OK except #'s . Steps -Door & Sidelight Protection -Landings KS e Detector Furnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor -Ducts -Mach. Protection W."'Bectroorn Exiting . G.F . & Bath Fixtures & Tub Access -Spa le Trim & Subpanel, Breaker Sizes & Labels 6 rs & Rails 7 . Fireplffce or Stove, Clearance -Hearth 7a/Ele utlets at Wood Panel, Int. & Ext. it. ' f. & Appliance; Ground -Air Gap -Cooking Clearance lec_Z'utlets & Receptacles at Kit. Counter ?&/Gar a Fire Door; Swing -Landing -Closure C. uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. it rage; Above Floor-Mech. Protection 7 Plb.-Elec. & Mech. Equip. Listed for Location 7,0--Elec eceptacles in Garage (F.F.I.)-Romex Protection 7 nsula 'on -Foam -looked in Attic 80 Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth /Clearance Looked under Floor Q Yes B�Fq4owing Instld./Drive ] Yes ] NoMalks Q Yes ] No/Planters ] Yes J No n -Finish 8 e bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 !"Wa ell, Disconnect, Electrical, Plumbing 8 xte ' lec. Trim, G.F.I. Receptacle -Underground 88 erWk1ion Throughout House from Previous 91'. Gas st-Meters Tagged, Gas -Electric 9 erg -Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Wycliff Magallia Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weighUft sq. .500 Ib. Minimum Thickness 13" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 3.5" Thermal Resistance R -Value) R15 4. RAISED FLOOR Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) _ Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) indicated the Certificate of compliance, where applicable. as on C.L.#499150 LOERKE INSULATION CO., INC. • Its Signa ure, a e MAY 2 7 1999 Installing Subcontractor Co. Name) Or General Contractor Co. Name Or Owner Item gs— Installing Subcontractor Co. ame r General Contractor (Co.Name) Or Owner Item #s Signature, Date Installing Subcontractor ae) Or _ (Co. jm General Contractor Co. Name Or Owner 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.1 6) APPLICATION AND PERMIT �- d ASSESSOR PARCEL NUMBER 064-56-0-016 ZONING BUILDINGPERMIT OWNER JIM HARDING TELEPHONE 877-0423 SO. Fr, OCC. BUILDING VALUATION 86,400.00 . OWNERS MAILING ADDRESS 350 PINEWOOD DR PARADISE 95969 440 U 7920.00 CONTRACTOR'S NAME OWNER TELEPHONE 144 CN 1872.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 96192.00 ARCHITECT OR ENGINEER LICENSE N0. -FilingFee $ 20.00 Permit Fee $ 626.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 406.90 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1075.90 LOT NO. SUBDNLSION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF §J Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 56. 00 Water piping 15.00 11 Each as water heater or vent 15.00 ' TYPE OF WORK Nev� ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 -15.00 Building sewer 15.00 Mobile Home S G W @20.00 15.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20on OR LLEEss 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class EZ-\-? O Lic. No. Z.�2�o$i 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a AcC. S.3.5QFT: r",DµRESIF MULTI-OUTLET 97,50 l. POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Q 1.00 EX. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. OUTLEEDIS p61p,0Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 114-40 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 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' laws of California, and agree that ifI should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XDate SignaturrA of Applicant -)0 Owner, ❑ ontractor ❑ Agent 3 An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46 nn c v T� PE HAz. D FEES=OD TOTAL FEE $ Z i/ 0' CDF ARC PDcompensation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Aff��__��ate 34 09 PERMIT EXPIRES ON 2 / 0� Dat Receipt No. 258335 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �5du (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 •Telephone (530) 538 Epi r APPLICATION AND PERMIT _5A A O mown BUILDING PERMIT orrNi" TVJWMk° SO. FT. OCC. BUILDING VALUATION owNatr �Aan oRass ,up i Co. ooNnvo�oRs Naha Tns►a I 00JAM" AOONRi co►aiTRuerwN uooer u.Noma WARM AWAM Fireplace Total Valuation S UC'e Filina Fee S 20 0 ARCHeEar 0a OHOPIMT MAL= AOOOEfa Permit Fee 6C i Plan CheckingFee 0 ip S 0 MJ1DN0AD0m Energy Plan Checkin Fee i 16 Qup ti0,13 o 5 • q0 PERMIT FEE unNo suoaveo�awue r rAr PLUMBING PERMIT FIQng Fae 20.0i Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF J I Duplex O Wbilshomn O Other Water piping Each as water heater or vent 5 co TYPE OF WORK Gas In 1 - s outlets � !� New kAddition O Rernodel O U011ia G bubaMtlon O Otter 0 Building sewer C@250*.0000 ISID Describe Work: Moble Home S G W PERMIT FEE t ELECTRICAL PERMIT FOn "Fee 20.0( Main Service Toa"voA oOR Lm 23.00 n LID Main Service 2WA TO IOOU 48.00 NEW CONS . VIM= OR ADONB. a ACC. ELDS. L r7 4D 3.5yfT. HIMCQM.' MULTI- T NON-REMrows] @7.50 PARATIA APounEr i a s EX. Occup. OUnZT OR Font M a�. _ Ex. Occup. amtTs Fsm. faSALse AMLN9 OR 5.00 Temporary Service 23.00 Mobile Home Facilities WLsc. Wiring 20.00 23.00 t PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.0, Heating -,15,04 Cooling (p Hood 8.50 Ventilation ,'t✓ PERMIT FET: $ r + Mobile Home Installation Fee $ Energy Inspection Fee O S 7 TTM TOTAL FEE $ i 0. FEP9 WP A=O CO f SS ReceiptNo. This permit i3 hereby wed under the applicable Prods'°' of the Butte County Code and/or Resolutions to do wor indicated above for which fees have been paid. By PERMIT EXPIRES ON Date------ - aJ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached a Floor Plan Atthe Sent to B.D pz"4 4 W�e;JifF /,)-t sly (% 4- - S-60 - U /(o Own& Location AP# Plan Approved for: Sewage Disposal /V' Water Supply: Public Private Well Clearance for _21 dwelling. Other Hold final for: Final clearance O.K. for: NOTE: /�.0e(_ / -3-6-99 Environmental Health Specialist Date 8/96 www". COfJNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: V`{� 1 Y� ASSESSOR PAR��Dl Or © L 50 Proposed Building Use: Building Building Inspector:Date: At time of permit application, I was advised the following data must beior to permit race sing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. -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. ------------------------------------------------------------------------------------------ 9. anufactured Home data and installation instru end 1 ' Tie Down Specifications .------------------ t/ Fees of $ --- Impact fees as shown on the attached schedule. ---- ----- ------------------------------------------------- California ----------------------------------------- - - California Department of Forestry plan approva fees.-�f------------ ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- xZ'14. Sanitation and plot plan approval`ko Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. 4❑ 7. Planning approval for (A) Use: (B) Parking: - 8. Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. W. Encroachment Permit for driveway (construction approval prior to occupancy). ---. 020. Pre -inspection for required Request to Building Inspector on 1V ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- El 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- ❑ ❑Letter of signature authorization.-=------------------------------------------------------------------------- ---- 5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------- ----------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other:------- (Date) Wh you issutee the t, process as follows ❑ Mail to owner, /❑Mail to c ntractor. Telephone (t9 ( — ` 4a2> and hold for pickup at 11-�p office. ❑ Deliver with inspector. �J-- c h- cl wt 3,Zq �w 0 Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pol ution�Da�te By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 11 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, lb mail, 6 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: C2<c§- Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. ENCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION ME, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) : 'JS--' SIGNATURE: MAILING ADDRESS: Zcnz�, yFW..,�fr.i i q PHONE: DATE: LOCATION OF WORK TO BE DONE: \-�-Nz '4<- 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type): 3. Underground 4. Other:— '7 ther: ' If Sidewalk: ❑ (PLEASE CHECK) S - 3i 2- 6? 1/ In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: /%e -e- C�1yc�'1 X,77-,; 07` Ur -A-11 work shall conform to accompanying Detail IJ Date Issued: 2 — z .j % / Surety: Yes ❑ No �7 Expiration Date: 2 - 2s 2 000 CAPROJECTFORMSIENCROACH.WPD Plans ❑ Special Conditions U. Mike Crump Director of P blic Work By NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (916)-538-7681 PERMIT # DISTRICT Z- ME, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) : 'JS--' SIGNATURE: MAILING ADDRESS: Zcnz�, yFW..,�fr.i i q PHONE: DATE: LOCATION OF WORK TO BE DONE: \-�-Nz '4<- 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type): 3. Underground 4. Other:— '7 ther: ' If Sidewalk: ❑ (PLEASE CHECK) S - 3i 2- 6? 1/ In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: /%e -e- C�1yc�'1 X,77-,; 07` Ur -A-11 work shall conform to accompanying Detail IJ Date Issued: 2 — z .j % / Surety: Yes ❑ No �7 Expiration Date: 2 - 2s 2 000 CAPROJECTFORMSIENCROACH.WPD Plans ❑ Special Conditions U. Mike Crump Director of P blic Work By COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER ( A.P. # PROPOSED BUILDING USE DATE p RECEIPT # DATE REC BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- dditional Fees Due ........... $ Revised Plan Checking Fee ........ $ 2. SCHOOL DISTRICT FEES (paid at District Office) 09&­SHER11FF FEES'(paid at Building Division) Q Residential ........ x $360.00 = $ �W ��J 33S Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES a,e510.00 (paid at Building Division) _. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) g_csng'�— 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby t ted that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) �i �' ..,,y. -y .^e .M1� .��I'«"✓-w..-'....--�,. s,'Y'./v--r1^.' 1,'. •n, - ' ''AV`s. "' Ar I COUNTY OF BUTTE .. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER -- U PROPOSED BUILDING USE n D.� BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee... , ... $ 2'. SCHOOL DISTRICT AES -:2&20 (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ `'4z .� Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. A.P. # w ©� V/ DATE—0 RECEIPT # DATE REC o53335- 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. zz Commercial (sq.ft.) .. x =$ l Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) , SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building:Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) \ 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At.time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 'Z Pursuant to Government Code Section 66020, you are hereby nofified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner ��"' ✓ (Rev. 2/97) S T R U CIT U R A L ---------------------------- ! , C A L C U L A T I O N S ---------------------------------- F R ---------------------------------FOR 1 1 J I M H A R D I N G, S R. R E S I D E N C E WACLIFF WAY , M A G A L I A, C A 9 5 9 5 4 ; r 1 i 4 t F L T ' E N G I N E ER I N G 5790'CLARK ROAD PARADISE, CA 95969 1 5 3 0) 8 7 2- 0 2 5 4 1. t f F LT EMONEERNG STRUCTURALW.pgTESTRUCTURAL C AL�9C ULAMOONS CML • STRUCTURAL �V/ �` SHEET No. / OF (916) 872-0254 - FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE:: JOB No. 7 Olyp SUBJECT: /,:*-=7 fi/- ,'f fWECT: / tl� 5�,8'✓EcT OJT Tfr'�'E G¢GCS /S i¢ �i�T/�fL � G.�z✓.�if-� I,/v/s/v,%J of Th'� Co�ti,•�v o� ,�v�r� QRpF ESSilo No. 3 4 m cim GG �O — �ir%Ow FOF CAL�E� % 67 >e ZO _ . 6'7x /cz-O.CJT A11 f 41- GZrx lef 14. Al i a D./z6 X /Cp+-, F LT ENGWEERNM CML • STRUCTURAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD" PARADISE, CALIFORNIA 95969 PJEC1: STRUCTURAL C ALCMLMONS BY: L DATE: �/ SHEET W. Z OF CHECKED BY: DATE: JOB No. Ecol oa SUBJECT: S4-7 S — _ , /3¢'x f ^��Z x 91cx �Z /Dx �3��c Z t Ze,< Z)�/Z _ J /2 c'212 -,,e �-2 O/!fix ¢X 3) /3?:e392 =, ,4-1y e-1- ,e L7CP x rx 4 s /; �r �Z , v ac Z. trx ,�, 2 El"= /, �'�' lee /R3<Zir`/ ��-` w�ol Pr 6 Z!Z� V' -Z,:9 o /l' jj% /2 Cd •r/T- �,vG , I�DD.TT�rj " GJ/ gOjT Coru,�T I! STA /Z �� �s F LST ENGMEER0U M CML -STRUCTURAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PJECT: STRUCTURAL CALCULAMONS BY. DATE: 3A95P SHEET No. "40F CHECKED BY: DATE: JOB No. J0/74;) SUBJECT: �/f% S'.T,�'yL'%%O,CJ �ET;t/L GONST, D,� .3 �- .� ',.Ir K/, S — /,VS ,-fl.G b�o.?x h'OG,do�/,t/ Off/ 2.� E,D� .STvOS <Vl SS TB /6 fr • SOGT TO CO�t/Ti G ONC, /2 x /B � �/T9/�/) "OCT/Nl.�' r 2 "e sy�C--o A5G OCX/.{/q - 2,c 4 T7��S Cglz-llv ' V/O/STS !!/N,) TOE /t/.�/4 S To TOP eZ,+r.=.S e=•.cl, 0 8cC /6oG T, Ar E, M %Ui¢GL �'/fclEG S fv� �/6 y A A National Evaluation Service, Inc. Participating Members: SBCCI Public Safety BOCA Evaluation Services, Inc. ICBO Evaluation Service, Inc, Testing and Evaluation Services, Inc. 4051 West Flossmoor Road 5360 Workman Mill Road 900 Montclair Road, Suite A Country Club Hills, Illinois 60478-5795 Whittier, California 90601-2299 Birmingham, Alabama 35213-1206 (708) 799-2305 (310) 699-0543 (205) 599-9800 NATIONAL EVALUATION REPORT Copytight © 1996 National Evaluation Services, Inc. ORIENTED STRAND BOARD ROOF AND WALL SHEATHING, COMBINATION SUB-FLOOR/UNDERLAYMENT AND OSB LAP AND PANEL SIDING LOUISIANA-PACIFIC CORPORATION P. 0.BOX P TWO HARBORS, MINNESOTA 55616 1.0 SUBJECT Oriented Strand Board Roof and Wall Sheathing, Combination Subfloor/Underlayment, Stair Treads and OSB Lap and Panel Siding. 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 1 • Structural Performance 0 Weather Resistance 3.0 DESCRIPTION 3.1 General Louisiana-Pacific Corporation (L -P) oriented strand board, panels are produced by interleafing layers of elongated wood strands with a resin -binding agent. The panels are intended for use as roof and wall sheathing, combination subfloor/underlayment, and lap and panel siding. The strands in the surface layers of the panels are oriented along the length of the panels while the strands in the core of the panels are oriented randomly or along the width of the panels. The strands are bonded together by heat and pressure -forming solid panels in the desired size and thickness. The panels have a density of approximately 40 pcf and are normally supplied in 4 -foot widths and 8 -foot lengths. They are available in 1/4, 3/8, 7/16, 15/32, 1/2, 19/32, 5/8, 23/32, 3/4, 7/8, 1 and 1-1/8 inch thicknesses with square edges. The 19/32, 5/8, 23/32, 3/4, 7/8, 1 and 1-1/8 inch thicknesses of combination subfloor/underlayment panels are available with tongue and groove edges. All panels shall be installed with a minimum 1/8 -inch gap along all panel edges and ends. Unless otherwise specified, the panel shall be fastened with 6d common nails for thicknesses through 1/2 inch and 8d for greater thicknesses. Nails shall be spaced 6 inches on center along panel edges and 12 inches on Report No. NER-124 Reissued September 1, 1996 center along intermediate supports, except for 48 -inch spans where the maximum spacing is 6 inches on center along intermediate supports. In areas where the design wind speed specified by the applicable code is greater than 80 mph, the designer shall investigate the need for denser nailing patterns on roof sheathing. Fasteners shall be placed with a minimum panel edge distance of 3/8 inch. A 3/4 inch expansion joint with separate framing members shall be provided at intervals that preclude continuous sections of panels exceeding 80 feet in length. A '% inch gap shall be provided between the panel edge and concrete or masonry walls.. Cutouts shall be oversized for plumbing and electrical systems to avoid tight fitting contact between piping or conduit and cut out panel edges. Oriented strand board panels have been evaluated in accordance with the American Plywood Association (APA) PRP -108; "Performance Standards and Policies for Structural - Use Panels" (NER-108) as: 1. APA Rated Sturd-1-Floor 2. APA Rated Sheathing 3. APA Structural I Rated Sheathing 4. APA Rated Siding The panels are permitted to be used in horizontal diaphragms to resist wind and seismic forces when installed in accordance with Table No. 1. The unblocked values shown in Table No. 1 also apply to assemblies with panels having tongue and groove joints along the longitudinal panel edges. Structural use panels are used as roof and wall sheathing. 3.2 Roof Sheathing Oriented strand board panels are available as Rated Sheathing and Structural I Rated Sheathing. The panels, used as roof sheathing, shall be protected by an approved roof covering material. The panels are manufactured with roof span ratings of 16, 20, 24, 32, 40 and 48 inches. The allowable live load applied to the panels shall not exceed those in Tables Nos. 2 and 3, and the dead loads shall not exceed 10 pounds per square foot. All panels shall have edge support, span and load conditions as indicated in Tables Nos. 2 and 3. They shall be installed over two or more spans with the long panel dimension perpendicular to supports except as provided in Table No. 3. 77us report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not snake any warranty, either expressed or implied, as to any funding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not litnited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 8 Page 2 of 8 Report No. NER-124 Roof sheathing panels shall be fastened with 8d common nails for thicknesses through 1 inch. 3.3 Wall Sheathing Oriented . strand board panels are Rated Sheathing and Structural I Rated Sheathing. The panels are manufactured with wall sheathing span ratings of 24 inches. Panels identified as Exposure 1, used as wall sheathing, are considered water -repellant panel sheathing under the code and shall be covered with an approved exterior wall covering complying with the code. When panels are used in lieu of let -in corner bracing, all horizontal joints shall have 2 -inch by 4 -inch solid blocking. Panels '% inch and less shall be fastened with 6d common nails; 8d common nails shall be used for thicker panels. Nails shall be spaced 6 inches on center at panel edges supported by framing and 12 inches on center at other supports. Maximum allowable racking shear loads are indicated in Table No. 4. 3.4 Combination Subfloor/Underlayment Sturd-I-Floor panels used as combination subfloor/underlayment shall not exceed the support spacing and loads indicated in Table No. 5. Panels intended for use under nontextile -resilient flooring shall be covered with 1/4 inch minimum thickness underlayment. If panels are square edged and resilient floor covering is to be applied directly, panel edges shall be supported by 2 inch thick lumber blocking. Where panels are covered with a 1/4 inch thick underlayment or have tongue -and -groove edges, blocking is not required, except if required by Table No. 1. 3.5 Stair Treads Louisiana-Pacific 23/32 inch and thicker OSB panels labeled APA Series N-120 are permitted for use as stair treads spanning a maximum of 45 inches between stringers. Stair tread width shall not exceed 12 inches between risers. The panels shall be supported at both front and back by a full length riser fabricated from any available APA panel grade at least 19/32 inch thick and fastened with 8d common nails. The treads shall be nailed to the front riser with 8d common nails spaced a maximum of 12 inches on center. The back riser shall extend down flush with, or past, the bottom tread and shall be nailed to the treads with 8d common nails spaced a maximum of 6 inches on center through the center of the tread. To reduce splitting, 3/32 -inch holes shall be predrilled on site at mid -thickness of the treads at locations receiving nails. In addition to nailing, gluing is permitted. 3.6 Rated Siding Louisiana Pacific OSB sidings are a composite product consisting of 7/16 inch and 19/32 inch thick OSB sheathing/ substrate containing zinc borate, bonded to a 0.012 inch thick phenolic resin -saturated, primed paper overlay with glue line, on the exposed faces and phenolic resin saturated paper overlay on the back. The panels and paper are fused together by heat and pressure during the primary pressing operation. The overlay is embossed during the primary pressing with a smooth or simulated rough -sawn cedar texture. A sealer is applied to all edges. Siding is produced in the following lap and panel siding configurations: 3.6.1 OSB Lap Siding OSB lap sidings are available in widths of 6, 8, 9 '% and 12 inches. The siding is attached directly to framing members spaced a maximum of 24 inches on center or over one of the following nailable sheathings: Nominal 1 inch boards with studs 16 or 24 inches on center. 2. Sheathing panels with a roof span rating of 24 inches or greater, with the long dimension placed either parallel or perpendicular to studs 16 or 24 inches on center. Sheathing panels with a roof -span rating of less than 24 inches, with the long dimension placed either parallel or perpendicular to studs 16 inches on center. Lap siding joints shall be staggered over successive courses. For installation without nailable sheathing, lap siding joints shall occur over stud locations. Lap siding shall be attached with top nailing in which the nails are installed in the following manner: Six-inch Lap Siding: Nails shall be placed at the top of the lap siding panel, 1i inch down from the upper edge. Each successive course of lap siding shall overlap a minimum of 1 inch. Eight- 9 '%, and 12 inch Lap Siding: Nails shall be placed at the top of the lap siding panel, 1 inch down from the upper edge. Each successive course of lap siding shall overlap a minimum of 1-1/2 inches. Fasteners shall be corrosion resistant. Nails attaching lap siding directly to framing shall be 8d box nails. Nails shall penetrate the solid wood framing a minimum of 1-1 /2 inches. Nails attaching lap siding to nailable sheathing shall be spaced at 8 inches on center maximum, along the top edge of the siding. The nails used to fasten the siding are 8d box nails., Nails used to attach lap siding to sheathing shall also penetrate the sheathing and framing at each stud location a minimum of 1-1 /2 inches. In areas using the Uniform Building Code, installation of OSB lap siding on studs spaced 24 inches on center is limited to maximum building heights of 40 feet in Exposure Category C locations where the basic wind speed does not exceed 110 mph. Where the wind speed exceeds 90 mph, siding greater than 6 inches in width installed on studs 24 inches on center, or siding greater than 8 inches installed on studs 16 inches on center, shall be fastened by either top nailing or conventional nailing, using two nails per stud for each piece of siding for a distance within 10 percent of the width of the narrow side of the building from the wall corners. In areas using the BOCA National Building Code and Standard Building Code, lap siding is permitted for applications where the negative wind pressure does not exceed 43 psf, calculated r Report No. NER-124 in accordance with the applicable code for components and cladding. The minimum specific gravity of the wood studs is 0.55, a g., Southern Pine. 3.6.2 OSB Panel Siding OSB panel sidings are 4 feet wide, 7 feet to 18 feet in length and have an overall minimum 7/16 inch thickness with a 5/16 inch minimum thickness at grooves and 3/16 inch thickness at shiplap edges. Minimum 19/32 inch thick panels have a 0.320 inch minimum thickness at grooves and 0.212 inch minimum thickness at shiplap edges. Panels shall be installed either directly to framing members or over one of the following nailable sheathing: Nominal 1 -inch boards with studs 16 or 24 inches on center. 2. ' Sheathing panels with a roof span rating of 24 inches or greater, with the long dimension placed either parallel or perpendicular to studs 16 or 24 inches on center. Sheathing panels with a roof span rating of less than 24 inches, with the long dimension placed either parallel or perpendicular to studs 16 inches on center. Panel siding shall be installed with its long dimension oriented vertically. The 7/16 inch thick panel siding shall be fastened to framing members with 6d box nails. The 19/32 inch thick panel siding shall be fastened to framing members with 8d box nails. Nails shall penetrate wood framing a minimum of 1-1/2 inches. Fasteners shall be corrosion resistant. When applied directly to the framing members, the studs shall be spaced no farther apart than the span rating included in the trademark on the panel. In areas using the Uniform Building Code, panel siding installed either directly to framing or over nailable sheathing, with the nails spaced 6 inches on center 3/8 inch in from panel edges and 12 inches on center at intermediate supports spaced 16 inches on center, is limited to maximum building heights of 40 feet, in Exposure Category C locations, where the basic wind speed does not exceed 90 mph. Where the wind speed exceeds 90 mph, but does not exceed 110 mph, and studs are spaced 24 inches on center, the panel siding shall be attached to intermediate supports with the nails spaced 6 inches on center, maximum. In areas using the BOCA National Building Code and Standard Building Code, panel siding is permitted for applications where the negative wind pressure, as calculated in accordance with the appropriate code for components and cladding, does not exceed 37 psf, when using 6d box nails with wood studs having a minimum specific gravity of 0.55, a g., Southern Pine. When using 8d box nails with studs having a minimum specific gravity of 0.55, panel siding is permitted for applications where ' the negative wind pressure does not exceed 43 psf, as calculated in accordance with the appropriate code for components and cladding. Four foot by 8 foot panel siding installed vertically, directly to framing, with a single row of nails penetrating both laps, nails spaced 6 inches on center at panel edges and 12 inches on center at intermediate supports, is an alternative to the wall Page 3 of 8 bracing requirements for conventional wood frame construction specified in the applicable code for applications not requiring structural analysis. Minimum coverage area shall be as set forth by the applicable code for structural wood panels. The nails required for 7/16 inch thick panels are 6d box nails. Nails used to attach 19/32 inch thick panels are 8d box nails. Shear values for panels applied directly to studs shall be no greater than those noted in Table No. 4. All panel joints shall occur at framing members and shall be protected with a continuous wood batt, approved caulking, flashing, vertical or horizontal shiplap or otherwise made waterproof. When the siding is installed over an approved foam plastic sheathing up to 1 inch in thickness, the siding shall be fastened with galvanized box nails of sufficient size to provide 1 '% inch penetration into the framing. 4.0 INSTALLATION Louisiana-Pacific Corporation's oriented strand board roof and wall sheathing, combination subfloor/underlayment and stair treads shall be installed in accordance with the provisions of the applicable code and the requirements of this report as outlined in Section 3.0. Louisiana-Pacific Corporation's OSB Lap Siding and Panel Siding shall be installed in accordance with the requirements of this report as outlined in Section 3.0. Additionally, the OSB Lap Siding and Panel Siding shall be installed in accordance with Louisiana-Pacific Corporation's Installation and Finish Requirements for L -P Lap Siding and the Installation and Finish Requirements for L -P Panel Siding respectively. 5.0 IDENTIFICATION All Louisiana-Pacific Corporation oriented strand board OSB panels shall be labeled with the product designation, and bear the stamp of the quality control agency, APA - The Engineered Wood Association (NER-QA397), see Figures No. 1. The stamp shall contain the following information: 1. Mill number. 2. National Evaluation Service report number (NER-124). 3. Reference to APA's "Performance Standards and Policies for Structural -Use Panels" (PRP -108). 4. Grade/exposure. 5. Span rating. 6. Panel thickness (in fractions of an inch). 6.0 EVIDENCE SUBMITTED 6.1 Louisiana-Pacific Corporation's: • Installation and Finish Requirements for L -P Lap Siding, dated April 1996. • Installation and Finish Requirements for L -P Panel Siding, dated April 1996. 6.2 Copy of the quality control manual for products manufactured -to meet or exceed the minimum requirements established in APA's "Performance Standards and Policies for APA Structural Use Panels," dated June 1985; July 1988 and December 1988. 6.3 Reports Nos. T87Q-45, dated December 1987 and R & D 870-1, dated January 1987, issued by the Page 4 of 8 Report No. NER-124 American Plywood Association in accordance with 6.7 American Plywood Association Report No. T91 Q-11, APA's Qualification Testing and Product Evaluation of dated July 2, 1991 on qualification tests of 19/32 - Strand Board Siding. inch OSB panel siding. 6.4 Report on siding fastener head pull-through 6.8 Letter prepared by American Plywood Association, performance results using APA Test Method S-4, concerning ,testing of OSB panels for use as stair dated December 1, 1986, on 7/16 inch Louisiana- treads, dated May 16, 1995, signed by Richard A. Pacific Corporation lap siding. Carlson. 6.5 Test reports issued by APA in accordance with APA's 6.9 American Plywood Association Report No. T910-20, "Performance Standards and Policies for APA dated October 18, 1991, on qualification tests of Structural Use Panels" for Rated Sheathing: 19/32 -inch OSB panel siding. 6.10 Structural calculations, prepared by APA The Report No. Date Thickness/ Engineered Wood Association, dated July 26, 1995, Span Rating signed and sealed by William A. Baker, P.E. PT82Q-9 June, 1982 1 /4 -Wall -16 7.0 CONDITIONS OF USE R&D870-35 September, 1987 3/8-24/0 PT82Q-9 June, 1982 7/16-24/0 The National Evaluation Service Committee finds that PT83Q-33 November, 1983 7/16-24/0 Louisiana-Pacific Corporation Oriented Strand Board Panels and PT83Q-30 November, 1983 7/16-24/16 Sidings described in this report are alternative products to PT840-06 January, 1984 7/16-24/16 those specified in the 1993 BOC4 National Building Code, the PT840-29 September, 1984 7/16-24/16 1994 Standard Building Code, and the 1994 Uniform Building PT84Q-32 October, 1984 7/16-24/16 Code, subject to the following conditions: PT840-36 November, 1984 7716-24/16 PT850-25 June, 1985 7/16-24/16 7.1 Installation of oriented strand board panels and PT85Q-30 September, 1985 7/16-24/16 sidings shall comply with this report and the R&D860-3 March, 1986 7/16-24/16 applicable model code. R&D870-34 July, 1987 7/16-24/16 7.2 OSB lap siding is not an alternative to bracing T880-14 November, 1988 7/16-24/16 requirements specified in the applicable code. PT84Q-38 November, 1984 '%-32/16 7.3 OSB panel siding, when installed as set forth in this R&D85Q-42 January, 1986 1/2-32/16 report, is permitted to be used as an alternative to R&D860-15 April, 1986 '%-32/16 bracing requirements specified in 2305.13, 2308.2, PT84Q-39 November, 1984 5/8-40/20 and 2326.11.3 of the BOC,4 National Building Code, PT840-44 December, 1984 5/8-40/20 Standard Building Code, and Uniform Building Code, PT85Q-3 February, 1985 5/8-40/20 respectively. R&D86Q-10 May, 1986 3/8 -Wall -24 7.4 Panels subject to fire -retardant treatment are outside R&D860-14 April, 1986 3/8 -Wall -24 the scope of this report. R&D86Q-42 December, 1986 15/32-32/16 7.5 In areas where seismic analysis is required by the T88Q-7 June, 1988 19/32-40/20 applicable code, the applicable code for wood T87Q-39 December, 1987 23/32-48/24 structural panel diaphragms and shear walls shall be R&D86Q-31 December, 1986 3/4-48/24 consulted for additional detailing requirements, restrictions concerning certain usages, required 6.6 Test reports issued by APA in accordance with APA's modifications to the allowable shear loads tabulated "Performance Standards and Policies for APA in this report, and additional inspection requirements. Structural Use Panels" for Sturd-I-Floor: 7.6 This report is subject to re-examination on a periodic basis. For information on the current status of this Report No. Date Thickness/ report, contact one of the participating members of Span Rating the NES. PT81Q-24 September, 1981 21/32-16" on center 3/4-24" on center PT84Q-40 December, 1984 5/8-20" on center PT85Q-1 February, 1985 5/8-20" on center R&D87Q-29 August, 1987 19/32-20" on center T88Q-28 September, 1988 1-32" on center T880-32 December, 1988 23/32-48/24 Report No. NER-124 Page 5 of 8 TABLE NO.1 - ALLOWABLE SHEAR (POUNDS PER FOOT) FOR HORIZONTAL L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE' FOR WIND OR SEISMIC LOADING For framing of other species: (a) Find specific gravity for species of lumber in AFBPA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. ? Space nails 12 inches o.c. along intermediate'framing member (6 inches o.c. when supports are spaced 48 inches o.c.). 3 Framing at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. or 2-1/2 inches o.c., and where 10d nails hav- ing penetration into framing'of more than.1-5/8 inches are spaced 3 inches o.c. 1 Exception: Unless otherwise required, 2 -inch nominal framing shall be used where full nailing surface width is available and nails are staggered. Case 1 Case 2 Case 3 Case 4 Case 5 Case 6 Load Framing - Blocldng, H mod ' „ Load LoadLoad 'Bused Load Framing 84 11 11111111 3,5y1 6k \ a \ s. Continuous panel jo'mts DiapNagm boundary Comiwous panel johns Comtrwous panel jobrts v Note: Framing may be located in either direction for blocked diaphragms. Net Spacing (in.) at Diaphragm Boundaries (All Cases) at Continuous Panel Edges Parallel to Load (Cases 3 and 4) and at all Nails Spaced 6" Max. at Panel Edges (Cases 5 and 6)' Supported Edges' 6 4 2-1/23 23 Case 1 No Unblocked <: Nat{ Spacing (in) at Other Panei Edges COMMON MINIMUM MINIMUM MINIMUM NOMINAL Edges or All Other NAIL SIZE PENETRATION IN NOMINAL PANEL WIDTH OF FRAMING Continuous Joints Configurations PANEL GRADE FRAMING (in.) THICKNESS (in.) MEMBER (in.) 6 6 4 3 Parallel to Load) (Cases 2,3,4,5 and 6) ORIENTEDM'J ` v 420 165 125 STRAND BOARD 1.114 5116 g 2 0 r 280 420 475 "° 185 140 STRUCTURALI RATED SHEATHING X 2 270 360 530 600 24Q 180 EXPOSURE t 8d sa. 1 12 3 300 400 , owl 675 205 200 2` 320 425 640 730' 285 215 1•SIB 15132 a 3 " 360 480 720 820 320 240 3 2 170? 225 380 150 ORIENTED 5116 y'` 3 3 190 250 380 430 170 1 10 125 STRAND BOARD . 6d. 1-114 3 2 185 ': 250 375 420 165 125 RATED SHEATHING & STURD-I-FLOOR a 3B , 3 210 ' 280 42D 475 185 EXPOSUREI 140 2 >E 240 s. 320 480 ' 545 .215 t 160 \ ' 3 270 360 >s 540 610 240: ss 180 2 a { 255r . 340 505 r 575 230 170 ea 1-1/2 . 1116: 3 285 r 380 570 645 255 190 2 270 h 360 53Q 6QQ.'. y� x' 240 180 5132 s 5 3 300 400 ,3 600 675 265 200 k 15t 2 w 290 385 575 6553 255 1 190 \4 3 325 r 430 650 s 735T 290?' ? r`. 215 10d 1.58 2 320' 425 640 7303 215 { 19132 3 360 480 .;?720 820 320 240 For framing of other species: (a) Find specific gravity for species of lumber in AFBPA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. ? Space nails 12 inches o.c. along intermediate'framing member (6 inches o.c. when supports are spaced 48 inches o.c.). 3 Framing at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. or 2-1/2 inches o.c., and where 10d nails hav- ing penetration into framing'of more than.1-5/8 inches are spaced 3 inches o.c. 1 Exception: Unless otherwise required, 2 -inch nominal framing shall be used where full nailing surface width is available and nails are staggered. Case 1 Case 2 Case 3 Case 4 Case 5 Case 6 Load Framing - Blocldng, H mod ' „ Load LoadLoad 'Bused Load Framing 84 11 11111111 3,5y1 6k \ a \ s. Continuous panel jo'mts DiapNagm boundary Comiwous panel johns Comtrwous panel jobrts v Note: Framing may be located in either direction for blocked diaphragms. l Paye 6 of 8 Report No. NER-124 TABLE N0.2 - ALLOWABLE UNIFORM ROOF LIVE LOADS FOR L -P ORIENTED STRAND BOARD RATED SHEATHING AND STURD-I-FLOOR WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS' RATED SHEATHING Thickness ROOF FLOOR Grade (in.) Rating SPAN RATING PANEL THICKNESS MAX(MUMpSPAN (finches) ALLOWABLE LIVE LOADS (psf) ': MAXIMUM STRAND BOARD 15/32 Spacing of Supports Center -to -Center (inches) SPAN STRUCTURAL I RATED . With Edge Without Edge (inches) Roof/Floor Span (inches) Support' Support ;12 ? 16 20,' ` 24 32 40 X38., 54 12/0 5/16 12 12 30 0 ORIENTED STRAND BOARD RATED SHEATHING 112 0 20/0 5/16,3/8 20 20 120 50 30 0 32/16, 40/20 3/8 711,6 1!2 24 , ;: 2Qa 190 .. .t:00 60 30 :- „0 24/16 7/16, 1/2 24 24 190 100 65 40 16 40/20 9/16,19/32, 5/8, 3/4, 7/8 40 32 — 305 205 130 60 30 201•5 48!24 23(32'3/4 718 � : 46 36 280 175. 95 45 35' 24 54/32 7/8,11 54 40 — — — 245 130 75 50 35 32 STURD-I-FLOOR ROOF FLOOR SPAN RATING PANEL THICKNESS .MAXIMUM>SPAN (niches) ALiOWABLE L1UE L0/cD5 (psf) MAXIMUM Spacing of Supports Center -to -Center (inches) SPAN With Edge Without Edge (inches) Root/Floor Span (inches) Support'. Support 12 1S 20 24 32 40 48 'S4 60 16oc.::> ;..:. 19/32.518 21/32 24� 24 185 100 ..65 40,:: 16°, 20 oc , 19/32,5/8,3/4 32 32 270 150 100 60 30 201,5 24 oc 11!16 23/32 3/4 48f� ! 36 240 1$0 100 9030 ......... 24 32 oc 7/8.1 - 48 40 — — 295 185 100 50 40 32 The allowable spans were determined using a dead load of 10 psi. If the dead load exceeds 10 psi then the.live load shall be reduced accordingly. ' Tongue -and -groove edges, panel edge clips (one between each support, except two between supports 48 inches on center), lumber blocking, or other. Only lumber blocking will satisfy blocked diaphragm requirements of Table No. 1 3 Twenty-four inches for 1/2 -inch panels. ' Is permitted over framing spaced 24 inches on center where 3/4 -inch wood strip flooring is installed at right angles to joist. 5 Is permitted over framing spaced 24 inches on center for floors where 1-1/2 inches of cellular or lightweight concrete is applied over the panels. TABLE NO.3 — ALLOWABLE UNIFORM ROOF LOADS (psq FOR L -P ORIENTED STRAND BOARD RATED SHEATHING & STRUCTURAL I RATED SHEATHING WITH LONG DIMENSION PARALLEL TO SUPPORTS Panel Thickness Span Maximum LOAD AT MAXIMUM SPAN Grade (in.) Rating Span (in.) Live (psi) Total (psi) 7/16 `Y � 24/0 24/16 R 24'� '3 4 2D ORIENTED STRAND BOARD 15/32 32/16 24 35 45 STRUCTURAL I RATED . 32/16 24 50 SHEATHING WHO40 19/32.5/8 40/20 24 70 80 M40".>..M40"M .., ::..: 48124 INK00=0 90..:.: 100 7/16 24/0,24/16 16 40 50 ORIENTED STRAND BOARD RATED SHEATHING 112 24/0,32/16 24' 25 30 19/32 ...... ` .. 40/2D 5/8 32/16, 40/20 24 45 55 qunu viwnuiy mean uc Nwnucu a� <-.-u w„ aµan.. , Report No. NER-124 Page 7 of 8 y TABLE NO.4 — ALLOWABLE SHEAR (POUNDS PER FOOT) FOR L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING 1,2,3 For framing of other species: (a) Find specific gravity for species of lumber in the AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply this value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. : All panel edges backed with 2 -inch nominal or wider framing: Panels shall be installed with their long dimension oriented in the vertical direction, except that it is permitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for 3/8 -inch and 7/16 -inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. a The values are for short -lime loads due to wind or earthquake and shall be reduced by 25 percent for normal loading. ° Framing at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into . framing of more than 1-5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing shall be used where full nailing surface is available and nails are staggered. 5 Shear values shall be increased to values shown for 15(32 -inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c. or (2) panels are applied with long dimension across studs. 5 Panel thickness at point of nailing at panel edges determines applicable shear values, except 7/16 -inch panel siding nailed at shiplap edge use 5/16 -inch shear values and 19/32 -inch panel siding nailed at shiplap edge use 318 -inch shear values. Shiplap edges shall be double nailed: one nail shall be placed in the underlap and a second nail shall be placed in the overlap at the nail spacing specified for the applica- ble shear value. PANELS APPLIED OVER PANELS APPLIED DIRECT TO FRAMING 1/2" OR 5/8" GYPSUM SHEATHING MINIMUM MINIMUM NAIL Nail Size Nails Spacing at Panel Nail Size Nails Spacing at Panel NOMINAL PANEL PENETRATION IN (Common or Edges (in.) (Common or Edges (in.) 6 4 3 1 24 6 4 3 24 PANEL GRADE THICINESS (inch) FRAMING (inches) Galvanized Box) Galvanized Box) 5/16 1-1/4 6d, r 200 300 390 510 8d 200 300 390 ORIENTED 51G STRAND BOARD 3/8- 2305 36T15 ! 4605 STRUCTURALIRATED SHEATHING 1-1/2 8d , 10d 280 430 550'' : 730 r s 7/15 25553956,; 5055 6705 EXPOSURE 1 15!32 280 ' 430 550 730 M35/32 s=, 1-5/8 108 340 510 6651 S/1S 180 270: 350 450 t60 270 350 450 1-1/4 Lhgd 8d 200:.; 300 390 510 ORIENTED 3/8 s �4 200 3p0 .; 390 510 .' STRAND BOARD 3B r 2205 3205.- 4105 5305 RATED SHEATHING EXPOSURE 1 1.1/2 8tl4 2405 3505,: 4505 5855. 10d 280. c; 7116 s 260 380 490 640 380 .490° , 640 x} 15132 <..:..:. £ 15132 �10t1 310 460: 600° 770 1-5/8 €f : ,. „; 340 510 ' 665° — — ORM............ ..<. x j5CY6t T 4 5* k 180 270 350 450 £ 180 270 350 450 sd Bd 3185' ` w a 4 p 200 300 .390 510 20. 0390 366- ; 510 RATED PANEL SIDING ,5'4 3185? Sd 220 320 410 530, 1-1/2 a5 w 10d �2fip . 380 490° ' 640 7/166 240 350:,:_ 450 585 '' ` 1 tad 191325 1.5/8 340510 665°- v . 3 For framing of other species: (a) Find specific gravity for species of lumber in the AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply this value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. : All panel edges backed with 2 -inch nominal or wider framing: Panels shall be installed with their long dimension oriented in the vertical direction, except that it is permitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for 3/8 -inch and 7/16 -inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. a The values are for short -lime loads due to wind or earthquake and shall be reduced by 25 percent for normal loading. ° Framing at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into . framing of more than 1-5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing shall be used where full nailing surface is available and nails are staggered. 5 Shear values shall be increased to values shown for 15(32 -inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c. or (2) panels are applied with long dimension across studs. 5 Panel thickness at point of nailing at panel edges determines applicable shear values, except 7/16 -inch panel siding nailed at shiplap edge use 5/16 -inch shear values and 19/32 -inch panel siding nailed at shiplap edge use 318 -inch shear values. Shiplap edges shall be double nailed: one nail shall be placed in the underlap and a second nail shall be placed in the overlap at the nail spacing specified for the applica- ble shear value. G Page 8 of 8 Report No. NER-124 TABLE NO. 5 - ALLOWABLE UNIFORM FLOOR LOADS FOR L -P OSB STURD-I-FLOOR PANELS 1.2,3 Panels are continuous over two or more spans and installed with the long panel direction perpendicular to supports. s Uniform load deflection limitation: 1/360 of the span under maximum live load. 3 Edges shall have tongue -and -groove joints or be supported with blocking. APA APA APA IPPA THE ENGINEERED THE ENGINEERED THE ENGINEERED THE ENGINEERED' WOOD ASSOCIATION i. WOOD ASSOCIATION WOOD ASSOCIATION WOOD ASSOCIATION RATED STURO-I-FLOOR RATED SHEATHING RATED SIDING APA SERIES N-120 20 OC 19/32 INCH 3216 15/32 INCH 19/32 IN�C/H� STAIR TREAD SIZED FOR SPACING LM SIZED FOR SPACING 24 OC P 7/8 INCH TaG NET 41-12 EXPOSURSURE 1 EXPOSURE 1 EXTERIOR EXPOSURE 1 000 000- 000 e o 000 NER-124 PRP -108 i NER-124 PRP -108 NER-124 PRP -108 i RATED SIDING 7/16 INCH • 24 OC LAP • EXT • APA • 000 • NER-124 PRP -108 RATED SIDING 24 OC • 7/16 INCH • EXT • APA • 000 • NER-124 PRP -108 FIGURE NO.1 r National Evaluation Service, Inc. Participating Members: SBCCI Public Safety BOCA Evaluation Services, Inc. ICBO Evaluation Service, Inc. Testing and Evaluation Services, Inc. 4051 West Flossmoor Road 5360 Workman Mill Road 900 Montclair Road, Suite A Country Club Hills, Illinois 60478-5795 Whittier, California 90601-2299 Birmingham, Alabama 35213-1206 (708) 799-2305 (310) 69940543 (205) 599-9800 NATIONAL EVALUATION REPORT Copyright © 1996 National Evaluation Services, Inc. ORIENTED STRAND BOARD ROOF AND WALL SHEATHING, COMBINATION SUB-FLOOR/UNDERLAYMENT AND OSB LAP AND PANEL SIDING LOUISIANA-PACIFIC CORPORATION P. 0.BOX P TWO HARBORS, MINNESOTA 55616 1.0 SUBJECT Oriented Strand Board Roof and Wall Sheathing, Combination Subfloor/Underlayment, Stair Treads and OSB Lap and Panel Siding. 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT • Structural Performance 0 Weather Resistance 3.0 DESCRIPTION 3.1 General Louisiana-Pacific Corporation (L -P) oriented strand board panels are produced by interleafing layers of elongated wood strands with a resin -binding agent. The panels are intended for use as roof and wall sheathing, combination subfloor/underlayment, and lap and panel siding. The strands in the surface layers of the panels are oriented along the length of the panels while the strands in the core of the panels are oriented randomly or along the width of the panels. The strands are bonded together by heat and pressure -forming solid panels in the desired size and thickness. The panels have a density of approximately 40 pcf and are normally supplied in 4 -foot widths and 8 -foot lengths. They are available in 1/4, 3/8, 7/16, 15/32, 1/2, 19/32, 5/8, 23/32, 3/4, 7/8, 1 and 1-1/8 inch thicknesses with square edges. The 19/32, 5/8, 23/32, 3/4, 7/8, 1 and 1-1/8 inch thicknesses of combination subfloor/underlayment panels are available with tongue and groove edges. All panels shall be installed with a minimum 1/8 -inch gap along all panel edges and ends. Unless otherwise specified, the panel shall be fastened with 6d common nails for thicknesses through 1/2 inch and 8d for greater thicknesses. Nails shall be spaced 6 inches on center along panel edges and 12 inches on Report No. NER-124 Reissued September 1, 1996 center along intermediate supports, except for 48 -inch spans where the maximum spacing is 6 inches on center along intermediate supports. In areas where the design wind speed specified by the applicable code is greater than 80 mph, the designer shall investigate the need for denser nailing patterns on roof sheathing. Fasteners shall be placed with a minimum panel edge distance of 3/8 inch. A 3/4 inch expansion joint with separate framing members shall be provided at intervals that preclude continuous sections of panels exceeding 80 feet in length. A % inch gap shall be provided between the panel edge and concrete or masonry walls. Cutouts shall be oversized for plumbing and electrical systems to avoid tight fitting contact between piping or conduit and cut out panel edges. Oriented strand board panels have been evaluated in accordance with the American Plywood Association (APA) PRP -108; "Performance Standards and Policies for Structural - Use Panels" (NER-108) as: 1. APA Rated Sturd-I-Floor 2. APA Rated Sheathing 3. APA Structural I Rated Sheathing 4. APA Rated Siding The panels are permitted to be used in horizontal diaphragms to resist wind and seismic forces when installed in accordance with Table No. 1. The unblocked values shown in Table No. 1 also apply to assemblies with panels having tongue and groove joints along the longitudinal panel edges. Structural use panels are used as roof and wall sheathing. 3.2 Roof Sheathing Oriented strand board panels are available as Rated Sheathing and Structural I Rated Sheathing. The panels, used as roof sheathing, shall be protected by an approved roof covering material. The panels are manufactured with roof span ratings of 16, 20, 24, 32, 40 and 48 inches. The allowable live load applied to the panels shall not exceed those in Tables Nos. 2 and 3, and the dead loads shall not exceed 10 pounds per square foot. All panels shall have edge support, span and load conditions as indicated in Tables Nos. 2 and 3. They shall be installed over two or more spans with the long panel dimension perpendicular to supports except as provided in Table No. 3. 73us report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not snake any warranty, either expressed or implied, as to any funding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 8 Page 2 of 8 Roof sheathing panels shall be fastened with 8d common nails for thicknesses through 1 inch. 3.3 Wall Sheathing Oriented . strand board panels are Rated Sheathing and Structural I Rated Sheathing. The panels are manufactured with wall sheathing span ratings of 24 inches. Panels identified as Exposure 1, used as wall sheathing, are considered water -repellant panel sheathing under the code and shall be covered with an approved exterior wall covering complying with the code. When panels are used in lieu of let -in corner bracing, all horizontal joints shall have 2 -inch by 4 -inch solid blocking. Panels % inch and less shall be fastened with 6d common nails; 8d common nails shall be used for thicker panels. Nails shall be spaced 6 inches on center at panel edges supported by framing and 12 inches on center at other supports. Maximum allowable racking shear loads are indicated in Table No. 4. 3.4 Combination Subfloor/Underlayment Sturd-I-Floor panels used as combination subfloor/underlayment shall not exceed the support spacing and loads indicated in Table No. 5. Panels intended for use under nontextile -resilient flooring shall be .covered with 1/4 inch minimum thickness underlayment. If panels are square edged and resilient floor covering is to be applied directly, panel edges shall be supported by 2 inch thick lumber blocking. Where panels are covered with a 1/4 inch thick underlayment or have tongue -and -groove edges, blocking is not required, except if required by Table No. 1. 3.5 Stair Treads Louisiana-Pacific 23/32 inch and thicker OSB panels labeled APA Series N-120 are permitted for use as stair treads spanning a maximum of 45 inches between stringers. Stair tread width shall not exceed 12 inches between risers. The panels shall be supported at both front and back by a full length riser fabricated from any available APA panel grade at least 19/32 inch thick and fastened with 8d common nails. The treads shall be nailed to the front riser with 8d common nails spaced a maximum of 12 inches on center. The back riser shall extend down flush with, or past, the bottom tread and shall be nailed to the treads with 8d common nails spaced a maximum of 6 inches on center through the center of the tread. To reduce splitting, 3/32 -inch holes shall be predrilled on site at mid -thickness of the treads at locations receiving nails. In addition to nailing, gluing is permitted. 3.6 Rated Siding Louisiana Pacific OSB sidings are a composite product consisting of 7/16 inch and 19/32 inch thick OSB sheathing/ substrate containing zinc borate, bonded to a 0.012 inch thick phenolic resin -saturated, primed paper overlay with glue line, on the exposed faces and phenolic resin saturated paper overlay on the back. The panels and paper are fused together by heat and pressure during the primary pressing operation. The overlay is embossed during the primary pressing with a smooth or simulated rough -sawn cedar texture. A sealer is Report No. NER-124 applied to all edges. Siding is produced in the following lap and panel siding configurations: 3.6.1 OSB Lap Siding OSB lap sidings are available in widths of 6, 8, 9 '/: and 12 inches. The siding is attached directly to framing members spaced a maximum of 24 inches on center or over one of the following nailable sheathings: Nominal 1 inch boards with studs 16 or 24 inches on center. 2. Sheathing panels with a roof span rating of 24 inches or greater, with the long dimension placed either parallel or perpendicular to studs 16 or 24 inches on center. 3. Sheathing panels with a roof -span rating of less than 24 inches, with the long dimension placed either parallel or perpendicular to studs 16 inches on center. Lap siding joints shall be staggered over successive courses. For installation without nailable sheathing, lap siding joints shall occur over stud locations. Lap siding shall be attached with top nailing in which the nails are installed in the following manner: Six-inch Lap Siding: Nails shall be placed at the top of the lap siding panel, '/z inch down from the upper edge. Each successive course of lap siding shall overlap a minimum of 1 inch. Eight- 9 'A, and 12 inch Lap Siding: Nails shall be placed at the top of the lap siding panel, 1 inch down from the upper edge. Each successive course of lap siding shall overlap a minimum of 1-1 /2 inches. Fasteners shall be corrosion resistant. Nails attaching lap siding directly to framing shall be 8d box nails. Nails shall penetrate the solid wood framing a minimum of 1-1/2 inches. Nails attaching lap siding to nailable sheathing shall be spaced at 8 inches on center maximum, along the top edge of the siding. The nails used to fasten the siding are 8d box nails.. Nails used to attach lap siding to sheathing shall also penetrate the sheathing and framing at each stud location a minimum of 1-1 /2 inches. In areas using the Uniform Building Code, installation of OSB lap siding on studs spaced 24 inches on center is limited to maximum building heights of 40 feet in Exposure Category C locations where the basic wind speed does not exceed 110 mph. Where the wind speed exceeds 90 mph, siding greater than 6 inches in width installed on studs 24 inches on center, or siding greater than,8 inches installed on studs 16 inches on center, shall be fastened by either top nailing or conventional nailing, using two nails per stud for each piece of siding for a distance within 10 percent of the width of the narrow side of the building from the wall corners. In areas using the BOCA National Building Code and Standard Building Code, lap siding is permitted for applications where the negative wind pressure does not exceed 43 psf, calculated r■ Report No. NER-124 Page 3 of 8 in accordance with the applicable code for components and cladding. The minimum specific gravity of the wood studs is 0.55, e.g., Southern Pine. 3.6.2 OSB Panel Siding OSB panel sidings are 4 feet wide, 7 feet to 18 feet in length and have an overall minimum 7/16 inch thickness with a 5/16 inch minimum thickness at grooves and 3/16 inch thickness at shiplap edges. Minimum 19/32 inch thick panels have a 0.320 inch minimum thickness at grooves and 0.212 inch minimum thickness at shiplap edges. Panels shall be installed either directly to framing members or over one of the following nailable sheathing: Nominal 1 -inch boards with studs 16 or 24 inches on center. Sheathing panels with a roof span rating of 24 inches or greater, with the long dimension placed either parallel or perpendicular to studs 16 or 24 inches on center. Sheathing panels with a roof span rating of less than 24 inches, with the long dimension placed either parallel or perpendicular to studs 16 inches on center. Panel siding shall be installed with its long dimension oriented vertically. The 7/16 inch thick panel siding shall be fastened to framing members with 6d box nails. The 19/32 inch thick panel siding shall be fastened to framing members with 8d box nails. Nails shall penetrate wood framing a minimum of 1-1/2 inches. Fasteners shall be corrosion resistant. When applied directly to the framing members, the studs shall be spaced no farther apart than the span rating included in the trademark on the panel. In areas using the Uniform Building Code, panel siding installed either directly to framing or over nailable sheathing, with the nails spaced 6 inches on center 3/8 inch in from panel edges and 12 inches on center at intermediate supports spaced 16 inches on center, is limited to maximum building heights of 40 feet, in Exposure Category C locations, where the basic wind speed does not exceed 90 mph. Where the wind speed exceeds 90 mph, but does not exceed 110 mph, and studs are spaced 24 inches on center, the panel siding shall be attached to intermediate supports with the nails spaced 6 inches on center, maximum. In areas using the BOCA National Building Code and Standard Building Code, panel siding is permitted for applications where the negative wind pressure, as calculated in accordance with the appropriate code for components and cladding, does not exceed 37 psf, when using 6d box nails with wood studs having a minimum specific gravity of 0.55, e.g., Southern Pine. When using 8d box nails with studs having a minimum specific gravity of 0.55, panel siding is permitted for applications where the negative wind pressure does not exceed 43 psf, as calculated in accordance with the appropriate code for components and cladding. Four foot by 8 foot panel siding installed vertically, directly to framing, with a single row of nails penetrating both laps, nails spaced 6 inches on center at panel edges and 12 inches on center at intermediate supports, is an alternative to the wall bracing requirements for conventional wood frame construction specified in the applicable code for applications not requiring structural analysis. Minimum coverage area shall be as set forth by the applicable code for structural wood panels. The nails required for 7/16 inch thick panels are 6d box nails. Nails used to attach 19/32 inch thick panels are 8d box nails. Shear values for panels applied directly to studs shall be no greater than those noted in Table No. 4. All panel joints shall occur at framing members and shall be protected with a continuous wood batt, approved caulking, flashing, vertical or horizontal shiplap or otherwise made waterproof. When the siding is installed over an approved foam plastic sheathing up to 1 inch in thickness, the siding shall be fastened with galvanized box nails of sufficient size to provide 1 'h inch penetration into the framing. 4.0 INSTALLATION Louisiana-Pacific Corporation's oriented strand board roof and wall sheathing, combination subfloor/underlayment and stair treads shall be installed in accordance with the provisions of the applicable code and the requirements of this report as outlined in Section 3.0. Louisiana-Pacific Corporation's OSB Lap Siding and Panel Siding shall be installed in accordance with the requirements of this report as outlined in Section 3.0. Additionally, the OSB Lap Siding and Panel Siding shall be installed in accordance with Louisiana-Pacific Corporation's Installation and Finish Requirements for L -P Lap Siding and the Installation and Finish Requirements for L -P Panel Siding respectively. 5.0 IDENTIFICATION All Louisiana-Pacific Corporation oriented strand board OSB panels shall be labeled with the product designation, and bear the stamp of the quality control agency, APA - The Engineered Wood Association (NER-QA397), see Figures No. 1. The stamp shall contain the following information: Mill number. National Evaluation Service report number (NER-124). Reference to APA's "Performance Standards and Policies for Structural -Use Panels" (PRP -108). Grade/exposure. Span rating. Panel thickness (in fractions of an inch). 6.0 EVIDENCE SUBMITTED 6.1 Louisiana-Pacific Corporation's: • Installation and Finish Requirements for L -P Lap Siding, dated April 1996. • Installation and Finish Requirements for L -P Panel Siding, dated April 1996. 6.2 Copy of the quality control manual for products manufactured to meet or exceed the minimum requirements established in APA's "Performance Standards and Policies for APA Structural Use Panels," dated June 1985; July 1988 and December 1988. 6.3 Reports Nos. T87Q-45, dated December 1987 and R & D 870-1, dated January 1987, issued by the Page 4 of 8 American Plywood Association in accordance with APRs Qualification Testing and Product Evaluation of Strand Board Siding. 6.4 Report on siding fastener head pull-through performance results using APA Test Method S-4, dated December 1, 1986, on 7/16 inch Louisiana- Pacific Corporation lap siding. 6.5 Test reports issued by APA in accordance with APNs "Performance Standards and Policies for APA Structural Use Panels" for Rated Sheathing: Report No. Date Thickness/ Span Rating PT820-9 June, 1982 1/4 -Wall -1 6 R&D87Q-35 September, 1987 3/8-24/0 PT82Q-9 June, 1982 7/16-24/0 PT83Q-33 November, 1983 7/16-24/0 PT83Q-30 November, 1983 7/16-24/16 PT84Q-06 January, 1984 7/16-24/16 PT840-29 September, 1984 7/16-24/16 PT84Q-32 October, 1984 7/16-24/16 PT840-36 November, 1984 7716-24/16 PT85Q-25 June, 1985 7/16-24/16 PT85Q-30 September, 1985 7/16-24/16 R&D860-3 March, 1986 7/16-24/16 R&D870-34 July, 1987 7/16-24/16 T88Q-14 November, 1988 7/16-24/16 PT840-38 November, 1984 %-32/16 R&D850-42 January, 1986 %-32/16 R&D860-15 April, 1986 %-32/16 PT84Q-39 November, 1984 5/8-40/20 PT840-44 December, 1984 5/8-40/20 PT85Q-3 February, 1985 5/9-40/20 R&D86Q-10 ' May, 1986 3/8 -Wall -24 R&D86Q-14 April, 1986 3/8 -Wall -24 R&D86Q-42 December, 1986 15/32-32/16 T88Q-7 June, 1988 19/32-40/20 T87Q-39 December, 1987 23/32-48/24 R&D86Q-31 December, 1986 3/4-48/24 6.6 Test reports issued by APA in accordance with APA's "Performance Standards and Policies for APA Structural Use Panels" for Sturd-I-Floor: Report No. Date Thickness/ Span Rating PT810-24 September, 1981 21/32-16" on center 3/4-24" on center PT84Q-40 December, 1984 5/8-20" on center PT85Q-1 February, 1985 5/8-20" on center R&D87Q-29 August, 1987 19/32-20" on center T88Q-28 September, 1988 1-32" on center T88Q-32 December, 1988 23/32-48/24 Report No. NER-124 6.7 American Plywood Association Report No. T91 Q-11, dated July 2, 1991 on qualification tests of 19/32 - inch OSB panel siding. 6.8 Letter prepared by American Plywood Association, concerning testing of OSB panels for use as stair treads, dated May 16, 1995, signed by Richard A. Carlson. 6.9 American Plywood Association Report No. T910-20, dated October 18, 1991, on qualification tests of 19/32 -inch OSB panel siding. 6.10 Structural calculations, prepared by APA The Engineered Wood Association, dated July.26, 1995, signed and sealed by William A. Baker, P.E. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that Louisiana-Pacific Corporation Oriented Strand Board Panels and Sidings described in this report are alternative products to those specified in the 1993 BOCA National Building Code, the 1994 Standard Building Code, and the 1994 Uniform Building Code, subject to the following conditions: 7.1 Installation of oriented strand board panels and sidings shall comply with this report and the applicable model code. 7.2 OSB lap siding is not an 'alternative to bracing requirements specified in the applicable code. 7.3 OSB panel siding, when installed as set forth in this report, is permitted to be used as an alternative to bracing requirements specified in 2305.13, 2308.2, and 2326.11.3 of the BOC4 National Building Code, Standard Building Code, and Uniform Building Code, respectively. 7.4 Panels subject to fire -retardant treatment are outside the scope of this report. 7.5 In areas where seismic. analysis is required by the applicable code, the applicable code for wood structural panel diaphragms and shear walls shall be consulted for additional detailing requirements, restrictions concerning certain usages, required modifications to the allowable shear loads tabulated in this report, and additional inspection requirements. 7.6 This report is subject to re-examination on a periodic basis. For information on the current status of this report, contact one of the participating members of the NES. r-- Report No. NER-124 Paye 5 of 8 M TABLE NO.1 -'ALLOWABLE SHEAR (POUNDS PER FOOT) FOR HORIZONTAL L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE' FOR WIND OR SEISMIC I OmNG For framing of other species: (a) Find specific gravity for species of lumber in AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade),, (c) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. ?. Space nails 12 inches o:c. along intermediate framing member (6 inches o.c. when supports are spaced 48 inches o.c.). 3 Framing, at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. or 2-1/2 inches o.c., and where 10d nails hav-. ing penetration into framing of more than 1-5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2-inch.nominal framing shall be used where full nailing surface width is available and nails are staggered. :.,.'BLOCKED,DIAPHRAGMS UNBLOCKED::DIAPHFiAGMS Net Spacing (in.) at Diaphragm Boundaries (All Cases) at Continuous Panel Edges Parallel to Load (Cases 3 and 4) and at all Nails Spaced 6" Max. at Panel Edges (Cases 5 and 6)' Supported Edges' 6 4 2.1/23 2' Case 1 (No Unblocked ,. COMMON' MINIMUM MINIMUM MINIMUM NOMINAL :Nati Spacing {tn) at Other Panel Edges Edges or All Other - NAIL SIZE PENETRATION IN NOMINAL PANEL WIDTH OF FRAMING Continuous Joints Configurations PANEL GRADE FRAMING (in.) THICKNESS (in.) MEMBER (in.) 6 6 4 3 Parallel to Load) (Cases 2,3,4,5 and 6) ORIENTED 1.114 5776 2 185 l 250375 420 165 125 STRAND BOARD 3 a> 210 280 420 475 =WW 140 STRUCTURALI 'RATED SHEATHING1 " 2 270 360 530 600 240 180 EXPOSURE 1 ;,, 1/2 3 300< 400 ,; 600 t 675 205 200 10d, ' 2 320 425 640: 7303 ; 285 215 1-5/8 15132 3360 :' 480 72D 820 = 320 240 2 170 225 i 335 380 150 110 ORIENTED ' 5116 3 190 `' 250 380 430 170 125 STRAND BOARD 6d 1-114' RATED SHEATHING & 2 t85 250 375 420 165 125 STURD-I-FLOOR 3 y 210 280 „ 420` ; 475 185 140 EXPOSUREI 2 240 320 480 545 21:5 160 3 270 360 ;540 610 290 180 ed 1.112 7116 2 255 340 505 575 230 170 3 285 380 570 645 255 190 2 < 270 360530 600 240 180 om 3 ,<; 300 '. 400 .. 600 675 ' X265 200 15732 2 29D 385 575 6553 255 190 z? 3 325 .^ 430 650 735 290 215 10d 1.578 19732 2 320 425 640 7303 M Y 285 215 ' 3 36D 480 720 820 320 240 For framing of other species: (a) Find specific gravity for species of lumber in AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade),, (c) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. ?. Space nails 12 inches o:c. along intermediate framing member (6 inches o.c. when supports are spaced 48 inches o.c.). 3 Framing, at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. or 2-1/2 inches o.c., and where 10d nails hav-. ing penetration into framing of more than 1-5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2-inch.nominal framing shall be used where full nailing surface width is available and nails are staggered. Paye 6 of 8 Report No. NER-124 TABLE NO. 2 ' ALLOWABLE UNIFORM ROOF LIVE LOADS FOR L -P ORIENTED STRAND BOARD 'RATED SHEATHING AND STURD-I-FLOOR WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS' RATED SHEATHING Thickness Span Maximum ROOF FLOOR FLOOR Rating Span (in.) Live (psf) Total (psi) SPAN RATING PANEL THICKNESS MAXIMUM SPAN (Inches) AtOWABLE LIVE LQADS {psfj ;; MAXIMUM s A�iba& ONE LOADS {psfj MAXIMUM 15/32 32/16 Spacing of Supports Centeno -Center (Inches) SPAN Spacing of Supports Center -to -Center (inches) With Edge Without Edge SHEATHING With Edge (inches) Roof/Floor Span (inches) . Support' Support 17 :i 16 20; ` 24 32 40 48' 54 _ (inches) 12/0 5/16 12 12 30 0 NOW„...:. .5116.318 r,. ....:,.w 24. 1&:' ..:. _..70 30a,::: ::>'0 f .:; 20/0 5/16,3/8 20 20 120 50 1 30 0 N%M .: 318 7!1';6 1/2 :. ,.. t.. mom1 r..20' ... ,: , 190 W W ..30 : % 100 60 30 24/16 7/16,1/2 24 24, 190 100 65 40 16 32/16. 15/32 1!2 518 .. 32 28; 325 180 t 2Q 70 30 6° 40/20 9/16,19/32,518,3/4,7/8 40 32, — 305 205 130 60 30 204•5 48/24 23/32:3/4 718 46 3fi; ' 2BD 175., 95 :. 45 s 35 24 >: 54/32 7/8,1 54 40 — — . — 245 130 75 50 1 35 1 32 $TURD -I -FLOOR Thickness Span Maximum ROOF Grade FLOOR Rating Span (in.) Live (psf) Total (psi) 7116Y 2410 24/16 "' SPAN RATING PANEL THICKNESS MAXIMUM SPAN (inches) s A�iba& ONE LOADS {psfj MAXIMUM 15/32 32/16 24 35 45 Spacing of Supports Center -to -Center (inches) SPAN SHEATHING With Edge Without Edge (inches) Roof/Floor Span _ (inches) Support' Support 12 1fi 20 24 i 32 40. 48 F 16 oc 19/32 578 21132 24 24. 185 1,00 6 40 '. 24/0,24/16 16° . , ORIENTED STRAND BOARD ..15/32 20 25 RATED SHEATHING 1/2 24/0,32J16 24' 20 oc 19/32,5/8,3/4 32 32 270 150 100 60 30 2(Y.1 24oc-; 11/16 :48 MUM 45 55 36 244 1fi0 100' = 50 30 25 48/24 24.:. . 32 oc 7/8, 1' 48 40 — — 295 185 1 100 50 40 1 32 ' The allowable spans were determined using a'dead load of 10 psf. If the dead load exceeds 10 psf then the.live load shall be reduced accordingly. ' Tongue -and -groove edges, panel edge clips (one between each support, except two between supports 48 inches on center), lumber blocking, or other. Only lumber .blocking will satisfy blocked diaphragm requirements of Table No. I Twenty-four inches for 1/2 -inch panels. " Is permitted over framing spaced 24, inches on center where 3/4 -inch wood strip flooring is installed at right angles to joist. 5 Is permitted over framing spaced 24 inches on center for floors where 1-1/2 inches of cellular or lightweight concrete is applied over the panels. TABLE NO.3 - ALLOWABLE UNIFORM ROOF LOADS (PSI FOR L -P ORIENTED STRAND BOARD RATED SHEATHING & STRUCTURAL I RATED SHEATHING WITH LONG DIMENSION PARALLEL TO SUPPORTS Panel Thickness Span Maximum LOAD AT MAXIMUM SPAN Grade (in.) Rating Span (in.) Live (psf) Total (psi) 7116Y 2410 24/16 "' 24'!: 20 RON ORIENTED STRAND BOARD 15/32 32/16 24 35 45 STRUCTURALIRATED SHEATHING 19/32,5/8 40/20 24 70 80 7/16 24/0,24/16 16 40 50 ORIENTED STRAND BOARD ..15/32 20 25 RATED SHEATHING 1/2 24/0,32J16 24' 25 30 19732 40720. : ..-..: 24 ; : 40 .. 50: 5/8 32/16,.40/20 24 45 55 48/24 24 Solid blocking shall be provided at 24-inch,spam Report No. NEW 124 Page 7 of 8 TABLE NO.4 - ALLOWABLE SHEAR (POUNDS PER FOOT) FOR L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING 1,2,3 For framing of other species: (a) Find specific gravity for species of lumber in the AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply this value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. t All panel edges backed with 2 -inch nominal or wider framing: Panels shall be installed with their long dimension oriented in the vertical direction, except that it is permitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for 3/8 -inch and 7/16 -inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. s The values are for short -time loads due to wind or earthquake and shall be reduced by 25 percent for normal loading. ' Framing at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into . framing of more than 1-5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing shall be used where full nailing surface is available and nails are staggered. 5 Shear values shall be increased to values shown for 15/32 -inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c. or (2) panels are applied with long dimension across studs. s Panel thickness at point of nailing at panel edges determines applicable shear values, except 7/16 -inch panel siding nailed at shiplap edge use 5/16 -inch shear values and 19/32 -inch panel siding nailed at shiplap edge use 3/8 -inch shear values. ' Shiplap edges shall be double nailed: one nail shall be placed in the underlap and a second nail shall be placed in the overlap at the nail spacing specified for the applica- ble shear value. , PANELS APPLIED OVER PANELS APPLIED DIRECT TO FRAMING 1/2" OR 5/8" GYPSUM SHEATHING MINIMUM MINIMUM NAIL Nail Size Nails Spacing at Panel Nail Size Nails Spacing at Panel NOMINAL PANEL PENETRATION IN (Common or Edges (in.) (Common or Edges (in.) 6 4 3 2' 6 4 3 2' PANEL GRADE THICI NESS (inch) FRAMING (inches) Galvanized Box) Galvanized Box) 5116 1 1/4 &tl 200 30U . 390 510 8d 2EI0 300 390 510 ORIENTED 3!8 r 2305 3605: 4605 6#05 STRAND BOARD STRUCTURAL I RATED 1.1/2 8d{s$ s 6705 2555 3958: 5055 SHEATHING = 10d 280 430 550' 730 15!32 280 43D> 550 EXPOSURE I 730 '3 15!32 1-5/8 10d 340 5tT1 6654mom 180 270 350 450. #80: 270 350: 450 ORIENTED 1-1/4 8tl 200' 300 390 510 :: 3/g 200 30D 390 510' STRAND BOARD ; , 318 22053205' 4105 5305' RATED SHEATHING EXPOSURE 1 1-1/2 8di 2405 3505 ; 4505 5855:. 10d 260' 380 490° ' 640 '007116. F 260 380 490 640 a 15132 _ 310 460 600' 770 19132 1-5/8 € — 340 6 ' $70 , 5t16�J1/4 ° 1 „< f 180 27D 350 450 #8¢ 270 350:450 . E a s X3/8 h i MOM 200 300 390. 8d 510' ; rl _ 300 390 510 RATED PANEL SIDING 3/gs 220 32U 410 530 11/2 10d 260.3 380 490° 640 ?1168. ..,. 240 450 191325 1-5/8 1fW 340 51U 665' For framing of other species: (a) Find specific gravity for species of lumber in the AF&PA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels (regardless of actual grade), (c) multiply this value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. t All panel edges backed with 2 -inch nominal or wider framing: Panels shall be installed with their long dimension oriented in the vertical direction, except that it is permitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for 3/8 -inch and 7/16 -inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. s The values are for short -time loads due to wind or earthquake and shall be reduced by 25 percent for normal loading. ' Framing at panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into . framing of more than 1-5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing shall be used where full nailing surface is available and nails are staggered. 5 Shear values shall be increased to values shown for 15/32 -inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c. or (2) panels are applied with long dimension across studs. s Panel thickness at point of nailing at panel edges determines applicable shear values, except 7/16 -inch panel siding nailed at shiplap edge use 5/16 -inch shear values and 19/32 -inch panel siding nailed at shiplap edge use 3/8 -inch shear values. ' Shiplap edges shall be double nailed: one nail shall be placed in the underlap and a second nail shall be placed in the overlap at the nail spacing specified for the applica- ble shear value. , PANEL SPAN APA MINIMUM PANEL APA MAXIMUM SPAN THE ENGINEERED ALLOWABLE LOADS RATING WOOD ASSOCIATION THICKNESS WOOD ASSOCIATION WOOD ASSOCIATION RATED STURD-1-FLOOR AT MAXIMUM SPAN RATED SIDING APA SERIES N-120 (inches) 32/16-15/32 INCH (inches) STAIR TREAD (Pounds per Square Foot) FOR SPACING 24 oc LAP 7/8 INCH T8G NET WIDTH IXPOSURE11 1 EXPOSURE 1 EXTERIOR Max LNe Load .:,..... Msx Tofal Load 16 - 000 � 19/32 NER-124 PRP -108 16 NER-124 PRP -108 100 11:D 20 19/32 19.2 100 110 ,. : 24 23132 -_' 24 100 11';0 32 7/8 32 100 110 48 s 1' 1l648 Panels are continuous over two or more spans and installed with the long panel direction perpendicular to supports. e Uniform load deflection limitation: 1/360 of the span under maximum live load. 3 Edges shall have tongue -and -groove joints or be supported with blocking. APA APA APA APA THE ENGINEERED THE ENGINEERED THE ENGINEERED THE ENGINEERED WOOD ASSOCIATION WOOD ASSOCIATION WOOD ASSOCIATION WOOD ASSOCIATION RATED STURD-1-FLOOR RATED SHEATHING RATED SIDING APA SERIES N-120 200C 19/32 INCH 32/16-15/32 INCH 19/32 INCH STAIR TREAD SIZED FOR SPACINGSIZED FOR SPACING 24 oc LAP 7/8 INCH T8G NET WIDTH IXPOSURE11 1 EXPOSURE 1 EXTERIOR IXPOSURE 1 000- - 000- - 000 � 000- NER-124 PRP -108 NER-124 ORP -108 NER-124 PRP -108 RATED SIDING 7/16 INCH • 24 OC • LAP • EXT • APA • 000 • NER-124 PRP -108 RATED SIDING 24 OC • 7/16 INCH • EXT • APA • 000 • NER-124 PRP -108 FIGURE NO.1 March 19,1999 Jim Harding 350 Pinewood Drive Paradise, CA. 95969 Assessor Parcel Number: 064-560-016 Building Permit Number: 99-0353 BEAUTY ur-rAn l MCw 1 yr UC VCwrmCn l 0CMIL C0 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Revise your brace panel schedule -your Alternate braced panel calls for HD5A's, the plans call for HD2A's. Please correct. Nailing is incorrectly called out on methoc(Das well as the required length of sheetrock bracing. Please revise. Frank Tyukos' calc's call for LSTA 12 straps. I do not see them on the plans. Your energy calc's call for ducts in the crawl space. Please revise them. The brochure you submitted does not refer to "inner -seal" anywhere. I am returning it to you. Your ceiling joists scale out to over 15 feet. Therefore, they are over -spanned, or your plans are not to scale. 6. You state that inner -seal would fall under #8 of bracing methods. Methods 2 through 8 are for 4 foot wide braced wall panels. Section 2326.11.4 pertains to Alternate braced wall panels and calls for 3/8 inch minimum thickness plywood sheathing. Inner -seal needs to be 19/32 inch in order to meet this requirement. Please indicate this on your braced panel schedule. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Plans Examiner Eutte Count LAND OF NATURAL WEALTH AND BEAUITY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 March 4, 1999 Jim Harding 350 Pinewood Drive Paradise, CA. 95969 Assessor Parcel Number: 064-560-016 Building Permit Number: 99-0353 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The maximum span of 2x6 ceiling joists at 24 inches on center is 14'10". Therefore, they are over -spanned. 2., Your energy calculations call for ducts in the crawlspace. Please revise and show the location of your HVAC unit on the plans. 3. Several of your braced wall panels labeled A are not 4 feet wide. Please revise. You need lateral design by an architect or engineer for the front of the house. Have the engineer put his requirements on the plans and stamp and sign them. Also, Interseal is not approved for alternate braced wall panels. Please revise. Sheetrock nailing for braced wall panels must be 5d cooler nails at 7 inches on center, edge and field. Please revise. "'4< The 4x12 beam across the dining room is not adequate. Please revise. 5. The plan check has not been completed pending the above items. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Plans Examiner AND WHEN RECORDED INIAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 999-1010 1 1 459 Recorded Official Records I REC FEE 10.00 I COPIES 1.00 County Of I CANDACEUJ. GRUBBS I ROSEMARYrder DICKSON I Assistant I Nikki 02:49PM 17 -Mar -1999 I Page 1 of 2 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 penmit.'r 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: Date:_ 4�-,,�\-i .,�� PROPERTY OWNERS: State of California ) County of Butte ) On March 17,1999before me S.A. Shepherd,Notary Public***** personally appeared Jim Harding******************************** personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official sepf*-) y • S.A. SHEPHERD 6 O Comm. #1209591 NOTARY PUBLIC CALIFORNIA AP.Zaeu- 5(�O -JO�� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District L� A.P. Number Property Owner Property Location/Address Subdivision Building Department Lot No. .................................................................................................................. Residential Development . Sq. Footage 00 No of Living Mobile Home Addition/ *Supplemental to (G oup R) Units Installation Conversion Permit # '(No foundation inspection): 0 New A Additior Department Representative Sq. , Footage (Including Exterior R fed Areas) Date imoor rians reviewea Dy 5cnooi uistnct rersonnell Dis ict I ntificabon No. ® s AV chool District certifies that 4 9(Applicant) L. (Street A ss) (Phone Number) (Cityl IState) (Zip Code) has complied with the requirements of Resolution No. re resenting —_4� �' square feet. L School District Representative Paid by Check # 06 Remarks: . by payment of AB 2926 S FULL MITIGATION = Date 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 660201al, 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 110/98)dmm School District A.P. Number Property Owner Property Location/Ac Subdivision 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1 Building Department No. VIIJV"Z JI Jurisdiction: F----1 CitYCounty Lot No. ...................................................................................................... Residential Development Sq. Footage /600 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # "(No foundation inspection); :................................................................................................................... Co mercialAdustrial ' ` ' g '" - f '' - a' • _ ' .i{ _ ti _ ' 0 is Sq. Footagex } New Additio (Including Exterior Roofed Areas) f -e C;�)c-�3 wilding Department Representative Date (moor clans rewewea by scnooi uistnct versonneq Dis ict I entification No. �O chool District certifies that (Applicant) J � (Street A dress) (Phone Number) ICityl (State) ` IZip Coder has complied with the requirements of Resolution No. by payment of $ 0 re resenting /Z square feet B 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # .K 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 660201x), 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 Qualify Act ICEQA►, 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.xis (10/98ldmm Y' y F. - EXCERPTS FROM CHAPTER 23 1994 UNIFORM BUILDING CODE 2326.11-3 Bracing.] Braced wall lines shall consist of braced wall panels which meet the require- ment, for location. type and amount of bracing specified in Table 23 -I -W and are in line or offset from each other by not more than 4 feet (1319 mm). Braced wall panels shall start at not more than 8 feet (243 8 mm) from each end of a braced wall line. All braced wall panels shall be clearly indi- cated on the plans. Construction of braced wall panels shall be by one of the following methods: 1. Nominal 1 -inch by 4 -inch (25 mm by 102 mm) continuous diagonal braces let into top and bottom plates and intervening studs. placed at an angle not more than 60 degrees or less than 45 degrees from the horizontal. and attached to the framing in conformance with Table 23 -I -Q. I. Wood boards of 5/q_ -inch (16 mm) net minimum thickness applied diagonally on studs spaced not over 24 inches (6 10 mm) on center. 3. Wood structural panel sheathing with a thickness not less than 5/16 inch (7.9 mm) for 16 -inch (406 mm) stud spacing and not less than 3/1t inch (9.5 mm) for 24 -inch (6 10 mm) stud spacing in accordance with Tables 23-1-M-1 and 23-1-N- 1. 4. Fiberboard sheathing 4 -foot by 8 -foot (1219 mm by 2438 mm) panels not less than 1/2 inch (13 mm) thick applied vertically on studs spaced not over 16 inches (406 mm) on center when installed in accordance with Section 2315 and Table 23 -I -P. 5. Gypsum board (sheathing 1/2 inch (13 mm) thick by 4 feet (1219 mm) wide. wallboard or ve- neer base] on studs spaced not over 24 inches (610 mm) on center and nailed at 7 inches (178 mm) on center with nails as required by Table 25-1. 6. Particleboard wall sheathing. panels where installed in accordance with Table 23 -I -N-2. 7. Portland cement plaster on studs spaced 16 inches (406 mm) on center installed in accordance with Table 25-1. ' 8. Hardboard panel siding when installed in accordance with Section 2320.6 and Table 23-I-0. For methods 2.3.4, 6.7 and 8. each braced wall panel must be at least 48 inches (1219 mm) in length. covering three stud spaces where studs are 16 inches (406 mm) apart and covering two stud spaces where studs are spaced 24 inches (610 mm) apart. For method 5, each braced wall panel must be at least 96 inches (2438 mm) in length when ,applied to one face of a braced wall panel and 48 indhes (1219 mm) when applied to both faces. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. . Br, ced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accordance with Table 23 -I -Q. Sills shall', be bolted to the `;undation or slab in accordance with Section 1806.6. Where joists are perpendicular to braced wall lines above. blocking shall be provided under and in line with the braced wall panels. 2326.11.4 Alternate braced wall panels. �An}r braced wall panel required by Section 2326.11.3 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings. each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a heieht of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3/g -inch -minimum -thickness (9.5 mm) plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23 -I -Q and blocked at all plywood edges. Two anchor bolts installed in accordance with Section 1806.6. shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds (816.5 kg). The tie -down device shall be installed in accordance with the manufacturer's recom- mendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. 1-322 RESIDENTIAL PLAN CHECKING GUIDE bl-NuLb rAMILY, DUPLEX AND MISCELLANEOUS ONLY' OWNER: BUII.DINGPERMITNUMBER:� . PLAN CHECKER: �i J - /� - A P. NUMBER:; GENERAL: ;. Zoning requirements: (side yards and number of permitted living units). J ; Valuation.. Plans signed by designer. 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. V 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 beaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 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 Stairway details: landings, rise and run, lead cls. lumdrails (Section 1006). Guardrail details (Section S09). Brick or stone veneer (Section 1403)• . Exterior plaster -weep aeneeds (Section 2506). _. Proper roof pitch fa roof covering (Section 1501). Roof covering type - (fire hazard)._ Foam insulation = protection. 36" halls and stairways. Living area over garage -complete 1 -hair separ6tioa egidr+ed ori 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 :II LAND DEVELOPMENT OROVILLE I CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Penmit No. J F,�oC772 NAME OWNERS 441 V 1 rn NUMBER IDU 4 "—`SID PRINT LAST NAME WIRtT ADDRESS/LOCA COUNTY ZONING DESIGNATION: I I FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: AO L 0 T BOOK PAGE �— COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V 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. X1. 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. K7. 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 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. e 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. AIa iN3Wd013A3a ONH'r 311(18 30 UNf100 6661 S Z 83J LD 6/98 FORMS\BLDG PERMIT CLEARANCE TABLE OF CONTENTS ------------- ------ TOC Project Title ........... WYCLIFF PROJECT Date........ 03/22/99 Project Address........ WYCLIFF DR MAGALIA *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street _ Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone.. ........ 11 Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -TOC ------__User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY I ------------------------------------------ TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF=1R................ 4 FORM C -2R ................. 6 HVAC SIZING............... 9 r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.:........ WYCLIFF PROJECT Date......... 03/22/99 Project Address........ WYCLIFF DR *******--------------------- MAGALIA *v4.51* Pf -0:3-5_3. Documentation Author... Robert A. Mangrum Paradise Mechanical ******* Buil ing Permit C� -1 --z 5655 Almond Street Plan Check/ Date Paradise, CA 95969 916-877-8882 Field Climate Zone. .. ...... 11 -Check/_Date _- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 -------------------- Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical ---------------------------------=------------------------------------------�-- Run-HARDING T24 COMPLY GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories... ...... Floor Construction -Type.... Glazing Percentage......... Average Glazing U=value.... 1600 sf Single Family Detached New Front Facing 235 deg (SW) 1 1 Slab On Grade 12.3- $ of floor area 0.7 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-13 R-0 R-13 0.088 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALL F GARAGE WALL LT Roof Wood R-30.77 R-0 R-30.77 0.044 LEFT WALL, RIGHT WALL Door n/a R-0 R-n/a R-0- 0.330 GARAGE DOOR Roof Wood R-11 R-19 R=30 0.031 Attic- S1abEdge n/a R-0 R-n/a R-0 0.720 SLAB EDGE S1abEdge n/a R-0 R-n/a R-0 0.500 SLAB EDGE FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type. ------------------- ----- ----- - ----------------- ----------- ---- --------- Window Front (SW) 25.0 0.750 2 None None Yes Metal Door Front (SW) 20.0 0.510 2 None None Yes Wood Window Front (SW) 25.0 0.750 2 None None Yes Metal Window Left (NW) 20.0 0.750 2 None None Yes Metal Window Back (NE) 6.0 0.750 2 None None Yes Metal Window Back (NE) 20.0 0.750 2 None None Yes Metal Window Back (NE)20.0 0.750 2 No #%r%Up� None Yes Metal Door Back (NE) 40.0 0.630 21BO" LAJ a Yes Metal Window Right (SE) 20.0 0.75 1jJf)R DEPAR 1Ke Yes Metal p p R 0 V F CERTIFICATE.OF COMPLIANCE.:. RESIDENTIAL. Page. 2. CF -1R Project Title.......... WYCLIFF PROJECT Date........ 03/22/99 MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ------------------------------------------------------------------------------- Type ------------ S1abOnGrade S1abOnGrade Exposed -------------- No Yes THERMAL MASS Area iThickness (sf) (in) 1400, 3.5 260 3.5 HVAC SYSTEMS Location/Comments --------------------- SLAB COVERED SLAB EXPOSED WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ----- -------------- ------ ---------- Storage Gas Standard 1 0.61 EF 40 9-0 SPECIAL FEATURES/REMARKS Minimum Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ Location -------------,------- R -value Type Furnace 0.800 AFUE Attic R-4.2 ------------ Setback ACPackage 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ----- -------------- ------ ---------- Storage Gas Standard 1 0.61 EF 40 9-0 SPECIAL FEATURES/REMARKS CERTIFICATE OF COMP -FIANCE: RESIDENTIAL Page -3 CF -1R -------------- Project Title.. _........ WYCLIFF PROJECT Date-.-.'. _ ..... 0.3/22/99 I MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM CF -1R j User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ----------------------------------------------------------------------- -------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building feres and performance specifications needed to comply with Title -24, Parts 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 fora single building -plan to be built in multiple orientations, any shading -feature that -is varied -is indicated in the Special Features/ Remarks - se-ction. DESIGNER or OWNER Name.... JIM HARDING SR Company. JIM HARDING SR CONST. Address . -5-79-7 - ACRON RIDGE PARADISE, CA 95969 Phone-... 877-8237 License. DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 934-877-8882 Signed;.Signed .�- e➢ -fir . date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) 3 -�2-qq (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page -4 MF-1R --------------------------------_---_-___________________ --------------- Project Title.......... WYCLIFF PROJECT Date........ 03/22/99 Project Address........ WYCLIFF DR ******* --------------------- MAGALIA *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4-v4.51 for 1995 Standards by-Enercomp-, Inc. MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM MF -1R - I User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY 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 -------------------------- *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation -in framed walls (doe -s not apply -to exterior mass- walls-)- . *15E}W-. Minimum -R-13 raised floor insulation in framed floors-; Design- Enforce- er ment minimum R -B- 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 spaces designed to limit air leakage. b-. Manufactured -fenestration products- have- la -be -1 with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150o(ng): Vapor barriers mandatory in Climate Zones 14 and 16 l. 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 c. Flue damper and control 2. No continuous burning gas pilots allowed. V, MANDATORY MEASURES -CHECKLIST: RESIDENTIAL Page 5-- MF -1R Project Title........... WYCLIFF PROJECT Date .'03 22 99 MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ------------------------------------------=------------------------------------ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets / certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150 (i) : Setback thermostat -on -all appli-cab-le heating systems-. Z 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 -(R716 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: Cool-ing- 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 601 and 603; 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 accessib-1-e, 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. i-nstal-led with: a. At least 36 inches. pipe. between.- f.il.ter andheater-for future solar heating. b. Cover for outdoor pools- or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. SIJ//Q 115: Gas-fired central furnace, pool heater, spa heater orT"" household cooking appliance -have no -continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). `/ LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD -SUMMARY Page6 C -2R ---------------------------------------- Project Title............. WYCLLFF PROSECT _ Date.._..__.._._._.. 03/22/99 Project Address........ WYCLIFF DR ******* ----------------- MAGALIA *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 FieldCheck/Date Climate Zone.. ..... 11 --------------------- - - - Compliance Method....:. MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. -----------------------------------= I MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM C -2R I User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ----- -------------------------------- ------------------------------------------ _________________________________________________________________ = MICROPAS4 ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design - Margin = = Space Heating.......... 15.12 17.00 -1.88 = = Space Cooling.......... 12.28 9.20 3.08 = - Water Heating.:........ 13.60 12.86 0.74 = = Total 41.00 39.06 1.94 = _ *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 1600 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 235 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... .ReducedYear Floor Construction Type.... Number of Building'Zones... Conditioned Volume.......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage. ...... Average Glazing U -value.... Average Ceiling Height..... Zone Type -------------- HOUSE Residence Slab On Grade 1 13902 cf 1660 sf 1660 sf 1660 sf 12.3 0 of floor area 0.7 Btu/hr-sf-F 8.7 ft BUILDING ZONE INFORMATION -------------- Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) ---------- --------- ------------------------ ------ --------- 1600 13902 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R ---------- ---------------------- Project Title .......... WYCLIFF PROJECT. Date-_ 0.3/2.2/99 ---------------------- ----- I MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ------------------------------------------------------------------------------- Surface HOUSE 1 Wall 2- Wall 3 Roof 4 Wall 5 Wall 6 Roof 7 Wall 8 Wall 9 Door - 10 Roof 11 Roof Surface ------------ HOUSE 12 S1abEdge 13 S1abEdge Surface HOUSE 1 OPAQUE. SURFACES Door 3 Area U- --------------- Insul Act Window Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ---=- Reference ------------ Comments ---------------- 170 0.088 13 235 90 Yes W.13.2X4.16 FRONT WALL 228 0.088 13 325 90 Yes W.13.2X4.16 LEFT WALL 68 0.044 30.77 325 90 Yes- R.30.2X4.16 LEFT WALL 330 0.088 13 55 90 Yes W.13.2X4.16 BACK WALL 329- 0.088 13 145 90 Yes W. -13.2X4.16 RIGHT WALL 23 0.044 30.77 145 90 Yes R.30.2X4.16 RIGHT WALL 158 0.088- 13 235 90 No W.13.2X4.16 GARAGE WALL F 80 0.088 13 325 90 No W.13.2X4.16 GARAGE WALL LT 18- 0.330 0- 23-5 90 - Na None GARAGE DOOR 880 0.031 30 n/a 0 Yes R.30.2X4.24 Attic 768- 0.031- 30 235 14 Yes R -.30.2X4:24- Attic Surface ------------ HOUSE 12 S1abEdge 13 S1abEdge Surface HOUSE 1 Window 2 Door 3 Window 4 Window 5 Window 6 Window 7 Window. 8 Door 9 --Window Surface HOUSE 1 Window 2 Door 3 Window 4 Window 5- Window - 6 Window PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ---- ---------------------- 156 0.720 R-0 No SLAB EDGE 32 0.500 R-0 No SLAB EDGE OVERHANGS AND SIDE FINS ------------ - ---------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght (-sf-)' Hght Wdth Dpth light Ext Ext EXt Dpth Hght Ext Dpth Hght ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 25-.0 5-.0- 5.0 FENESTRATION SURFACES 0.0. n/a n/a n/a n/a # of n/a --------------------- Vent n/a 20.0 6.6 SC SC Interior Area Pan- Frame Open U- Act n/a Glass Int Shading/ (sf) ----- es ---- Type --------- Type ------ value ----- Azm --- Tlt --- Only ---- Shade Description ---- --------------- 25.0 2 Metal Slider 0.750-235 2.0 90 0.88 0.78 -None n/a 20.0 2 Wood Hinged 0.510 235 90 0.88 0.78 None 25.0. 2 Metal Slider 0.750 235 90 0.88 0.78 -None 4.0 20.0 2 Metal Slider 0.750 325 90 0.88 0.78 None 6.0- 2-- Metal Slider 0.750- 55 90 0.88- 0.78 None 20.0 2 Metal Slider 0.750 55 90 0.88 0.78 None 20-0 2. Metal. Slider 0..75-0 55 90 0.88 0..78 None 40.0 2 Metal Slider 0.630 55 90 0.88 0.78 None 2G.0 2- Metal Slider 0.750- 145- 90 0.88 0.78 None OVERHANGS AND SIDE FINS ------------ - ---------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght (-sf-)' Hght Wdth Dpth light Ext Ext EXt Dpth Hght Ext Dpth Hght ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 25-.0 5-.0- 5.0 10.0 0.0. n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.6 3.5 14.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25.0 5-.0 5-.0 2.0• 0-.0- n/a n/a n/a n/a n/a n/a- n/a n/a 20.0 4.0 5.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 3.G 2.G 0-.0 n/a n/a n/a n/a n/a n/a� n/a n/a 20.G 4.0 5-.0 2.0 G.0 n/a n/a n/a n/a n/a n/a. n/a n/a 7 Window. 20-: 0- 4.0 S.. 0 - 2.. 0- G. 0 - n/a n/a n/a n/a n/a n/a - n/a n -/a 5 0 6 � 1 ' � COMPUTER METHOD -SUMMARY Page 8 C -2R Project Title.... WYCLIFF PROJECT Date. . 03,/22/99 MICROPAS4 v4.51 File-27HARDIN Wth-CTZ11S92 Program -FORM C -2R I -User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ------- -------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area - Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8 Door 40.0 6.6 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 20.0 5.0 4.0 18.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS HVAC SYSTEMS Area Thick Heat Conduct- Surface Mass Type ---------------- (sf) ------ (in) ----- Cap ----- ivity R -value Location/Comments HOUSE 0.800 AFUE Attic R-4.2 0.830 -------- -------- -------------------------- 1 S1abOnGrade 1400 3.5 28.0 0.98 R -2.o- SLAB COVERED 2 S1abOnGrade 260 3.5 28.0 0.98 R-0.0 SLAB EXPOSED HVAC SYSTEMS Minimum Duct Duct Duct System Type ---------------- Efficiency Location ------------=------------ R -value ------- Efficiency HOUSE ---------- Furnace 0.800 AFUE Attic R-4.2 0.830 ACPackage 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type ------------ ----------- Distribution Type System ------------------- Factor =------- (gal) R -value 1 Storage Gas ------ Standard 1 0.61 ------ ---------- 40 R-0 SPECIAL FEATURES/REMARKS ------------------------ HVAC SIZING Page 9 HVAC Project Title.......... WYCLIFF PROJECT Date........ 03/22/99 Project Address........ WYCLIFF DR ******* --------------------- MAGALIA *v4.51* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond -Street Plarr Check /Date Paradise, CA 95969 916-877-8882 Field Check/ Date -- Climate Zone. ......... 11 --------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51. File-27HARDIN Wth-CTZ1.1S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-HARDING T24 COMPLY ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1600 sf Volume .. ..... ............ 13902 cf Front Orientation.......... Front Facing 235 deg (SW) Sizing Location............ PARADISE Latitude... .... ........ 39.8 degrees Winter Outside Design:..... 30 R - Winter Inside Design ........ 72 F Summer Outside Design....... 99 F Summer Inside Design....:.. 75 F Summer Range: ............. 34 F Interior Shading Used....... Yes Exterior Shading Used...... Yes Overhang Shading Used....... Yes Latent Load Fraction....... 0.30 HEATING AND --COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such. as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must- also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) ------ ----------- Opaque Conduction and Solar...... 12752 ----------- 4847 Glazing Conduction ............... 5771 3298 Glazing Solar.......... ....�...- n/a 4581 Infiltration..................... 8492 2889 Internal Gain .................... n/a 2100 Ducts ............................ 2701 1771 Sensible Load .................... 29716 19486 Latent Load ....................... n/a 5846 ----------- Minimum Total Load 29716 ----------- 25331 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such. as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must- also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. ul iI®