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HomeMy WebLinkAbout068-360-110OGS-360-110 01-0444 HILL, DAN INALE 4270 HILDALE AVE., OROVIL L'- 6L CONTR:NA NEW SINGLE FAMILY 313DRM NOTES f i RESIDENTIAL - - - _�� 068-360-110 01-0444 HILL, DAN 14270 HILDALE AVE., OROVILLE CONTR:NA NEW SINGLE FAMILY 313DRM t SPECIAL CONDITIONS r SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By DateA& E C IC Met e t I t��t �r t t �r r l� a E i RESIDENTIAL - - - _�� 068-360-110 01-0444 HILL, DAN 14270 HILDALE AVE., OROVILLE CONTR:NA NEW SINGLE FAMILY 313DRM t SPECIAL CONDITIONS r SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By DateA& E C IC Met e CHECKED BY I ELECTRIC Meter By Date7--7 C .,J JOB FINALED (Date) Signature t ,/ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures . 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 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 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures . 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light.Niche Date Card B-1 Date Card B-1 Date Card'13-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (%c Date gMerfloor (Plans) OK except #'s Date ig-Setbacks- Ease ments-Flood- Slope Date Ftg., Main; Soils-Elec. Grnd.-/ A.JyFtg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth temwalls,Main; Steel- Blockouts-Wrapped L_eem lls, Garage; Steel- Bloc kouts-Wrapped /(14old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pie Fireplace Ftg.-Steel airs & Rails D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 111__.AV15ier Pipe; Test -Anchors -Regulator -Service Test 12. Eltptric Underground utlets & Receptacles at Kit. Counter Plenums & Ducts; Clearance -Material -Support -Ins. 14. 16. s- s -Anchor Bolts-Joists-Vents-Crippies ccess & Ventilation Insulation Date l/ ,,0,7Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MBING (Permit) OK except #'s Date ater Htr.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection Ducts Insulation & Support Shower an; Test, First Floor -Tub Access & Shower, Second Floor -Tub Access Tie 8. -62 ---rub Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors ae's--wBoxes & No. of Conductors Stapled Ro ex Installed Close to Edge of Studs & C.J. Equi . Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Ins fated Neutral ❑ Yes Q No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 03iClothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Bedroom Exiting Ducts Insulation & Support .l. & Bath Fixtures & Tub Access -Spa 8. Ve Fan, Exhaust above insulation 9 airs & Rails Condensate Drain & Overflow, Size & Grade ' arth 1 6rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 7 62,,FCtfic Access & Platform if Furnace in Attic 7 utlets & Receptacles at Kit. Counter Gara Door; Swing -Landing -Closure C. Du arage-Damper 7 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -t Date FRAMING (Permit) OK except #'s 68"*S-ills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound . Bearing Walls over Girders & Floor Nailing 4 D aft Stop in Walls (rat proof) Fire tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) ng rs-Post Caps -Anchors -Connectors /40 C' g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring. e A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 106'—Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing Ae—p—loperty Line Firewall & Openings tAT—Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers er Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 59. S!2pdr Walls; Nailin - Bra Interior/Exterior-Wall Panels Insulation- Walls -Ceilings 62. Infiltration -Walls -Windows Dates Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 3 xt. Steps -Door & Sidelight Protection -Landings Smoke Detector 5 rnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection Bedroom Exiting .l. & Bath Fixtures & Tub Access -Spa 8. ec. Trim & Subpanel, Breaker Sizes & Labels 9 airs & Rails �fh ' arth 1 c. Outlets at Wood Panel, Int. & Ext. 7 Fi Appliance; Ground -Air Gap -Cooking Clearance 7 utlets & Receptacles at Kit. Counter Gara Door; Swing -Landing -Closure C. Du arage-Damper 7 . Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection & Mech. Equip. Listed for Location 7 .ec ceptacles in Garage (F.F.I.)-Romex Protection nsulation- Foam- Looked in Attic 8 onstruction-Post Caps /81 VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Po nstld./Drive J Yesomalks J YesPlanters_ J Yes ;wif Stucco -Brown -Finish koo A.C. isconnect, Electrical -Plumbing en ove Roof, Plbg- Appliance- Fireplace -Clearance to Openings WaterDisconnect, Electrical, Plumbing W. r' tec. Trim, G.F.I. Receptacle -Underground ent' tion roughout House 8 I rotection Co ons from Previous Inspections G ete,m Tagged, Gas -Electric ter ewer Connected -C/O to Grade -HD Approval 93.rgy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,D r J I /0 fit)' 0 �c - Date Inspector _leg REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main. Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE "O E RMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date G%/ /`> Z Inspector REV 142 � v COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER Im PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c ntact this off'ce immediately. � I � 5 v COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 l CORRECTION NOTICE O /y�S'�/ PERMIT N A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. / 0 v Date 4/ b Z Inspector REV 10192 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0/-" o 1,0 JS6S OR -3 0 -110 IN AR BUILDING PERMIT ° ff-L, DAN TELEPHONE SO. FT. OCC. BUILDING VALUATION 1784 R 96,336.00 OWNER'S MAILING ADDRESS 230 LA MIRADA AVE. ogovau, rA qgqrr, 372 C CONTRACTOR'S NAME TELEPHONE 440 0 2,920.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER BUTTE COMMUNITY BANK Fireplace A 1-500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 67R no ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 440 70 BUILDING ADDRESS 4270 HILD Energy Plan Checking Fee $ $ PERMIT FEE $ 11A1 70 LAT NO. 1 SUBDIVISIONS NAME 41-20CEL P PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 1 s.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Liilities ❑ Installation ❑ Other ❑ Describe Work: NEW S/F 3 BR Gas piping system 1 - 5 outlets 15.00 15 .00 Building sewer 15.00 15 , 00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.0023.00 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 I full, force and effect.r-� D License Class ` �` Lic. go. 59 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, asownerof theproperty, ormy employeeswith wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ly�vi se provisions. X Date % Arc Sign of App cant - Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO lOooA 46.00 NEW CONST. DWELLING OCCUP. 3,5QF.°: 77 . 85 OR ( cDNS. NEWuu Mcou�TLSET NON-RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIS. .00 EX. OCCU . OUTLET OR FDLTUREs BAL @ I. 0 Ex. Occup. ountTs R D ° . 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 120.85 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 30.00 Cooling Hood 6.50 Ventilation 4-90 PERMIT FE I: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE VN TXT AL FEE $ NAZ, D IMP FLOOD COF PARCEL PD HD LSSUE This permit is hereby issued under of the Butte County de end/or indica o or w ch fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Dat GZ ebt,)' Receipt No. UO WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN R -APPLICANT ,y, _ 't?"'iy'i�?�. t i wr.. : is . - .i. USN' o:�•' ,. COUNTY,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 1 ASSESSOR PARCELER: © " 3!9 " ( � O Proposed Building Use: Building Inspector: D�l D — 3 —'7 a At time of permit applicati , I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ------- 7------------------------------------------------------------------------------ (� -Plot plans, 3/4 sets, signed by the preparer of plans. -------------------------- ---------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Vngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. Manufactured H me data and installation instructions ' udm' Tie Down Specifications.------------------ -_ llr3_ . ees of $ - --- ------ -- ------------------------------------------ 5. Impact fees as shown on the attached schedule. -------------- ---------- --/7 ---------------------------------------: j - -- ❑ California Department of Forestry plan approval/fees:''= - 7- ��rd-l- d'�- =- ---- 13. loud elevation certificate. ----------------- ` `' anitation and plot plan approval`l`77Health Department. ------------------------------------------- 15. City of Chico plumbing permit: -------==-------------------------------------------------------------------------- ❑ 16. Plot plan and liusiness'license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: Q (B) Parking:-------------------------- 1118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). El 20. 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- Vtter of signature authorization. ------------------------------ corded copy of Agricultural Acknowledgment Statement. .tter of intent on building use. ------------------------------- ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- 3 -0 (Date) 1 (Date) 116,0j 0� t When,you issue the permit, proc�e�s as follows 11 Mail to owner, ❑Mai to contractor. UT �Telephone S % !D(p ted hold for pickup at office. ❑ D ver ith inspector. Applicant: Date: / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ O er: Date: By: 1. Index permit application for the above items numbei A Y k a ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, o 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: i Contractor, designer, owner, was advised of the aboveuired data b o phone, ❑ mail, o Building Di 's' counter, y Date: Plans reviewed by: YVWQ Date: 610T Plans approved by: P Date: �7 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy -Department of Development Services, Building Division. E.H. USE ONLY Plot P14-6 �Vttached P.tior Fran Attached Sent to B.D. / TO: Building Department \ FROM: Environmental Health (v SUBJECT: Sanitation Clearance LiQ70 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public K Private Well Clearance for3Qwelling. Other Hold final for: Final clearance O.K. for: NOTE: I EKS 3/a-� �rn Environmental Health Specialist,"' pecialis Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE, OWNER A.P. PROPOSED BUILDING USE DATE 32 RECEIPT # DATE REC. a-_�_I_BUILDING PERMIT FEES Q --Balance Due ........................................................ $ d S --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ -- evised Plan Checking Fee.......... ................ SCHOOL DISTRICT .Er7h, -161 r�4L (.aid at District Office) v /� J I- '.V J� 3. SHERIFF FEES (paid at uilding Division) Residential .................................... x $360.00 = $�/� Units / Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the buildin&permit. These fees may be changed during the plan checking process. APPLICANT DATE_ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 a ove 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). (Rev. 6/00) Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner School District to A.P. Number aA. Property Owner Property Location/Address Subdivision 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Lot No. Residential Development No -of 'Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... u a Addition runs reviewea Dv scnooi rersonneil County Sq. Footage / 7,?4�O (Group R) Sq. Footage (Including Exterior oofed Areas) Date District Identification No. .-V 62--6:21-4-" chool District certifies that L!,J, au (Applicant) qa?D (Street Address) (City) has complied with the requirements of Resolution No. 'representing / 7N 7 square feet. School District Representative Paid by Check # Remarks: -�f.Z4 2 -'Ll -)�--1 ) (Phone Number) 906 (Zip Code) 9,7 by payment of $ AB 2926 $ FULL MITIGATION $ Date / /,;k —D Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE. CA 95963 200 1 —0030 1 78 Recorded Official Records Cou_ntyEOf CANDACEE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:08PM 12 -Jul -2001 REC FEE 10.00 COPIES 1.50 Vickie Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required taus acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, Plug.. spraying, Pig, and harvesting which occasionally gerate dust, smoke, noise, and odor. Butte County has established agricultizal purposes and residents within said zones and on adjacent property should, be piepare_d to accept such inconvenience or discomfort fiom normal, necessary farm operation:. All that real property situate in the County of Butte, State of California, described as follows: Date 711-2110( State of California County of BUTTE _ CHARITY D. BERRY Comird" #1178386 Mfr CPS1 Notary kb1c . Butte County, Ca1!omia . My Corm WW f.V. APR, 3, Q02 On .7-12-01 before me, CHARITY D. BERRY, NOTARY PUBLIC personally appeared DAN HILL personally known to we ( r proved to we on the basis of satisfactory evidence) to be the person(s) whose name(s) is/am subscribed to the within instrument and acknowledged to me that he/she/they executed the 'same in his/her/their authorized capacity(les), 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 seal Signature gam; CARITY D. BERRY •� 'COilMlltdon #117R8Re OAlr C?S1 N ,/ot �ary Pub1:. Bu� ,p Ile CM*,, caHµom, A.P. # ©� b — I I My Ccnulda M Et. APR. 3, 2002 ' J 0 Record at the Roqueat of Uld Valley Thle A Eauow Company Ordor No. E --"m No. 15 9 71'§AM Loan No. WHEN RECORDED MAIL TO: HE HILL 4884 SEACREST DR. OROVILLE, CA 95966 OftO-C MAIL TAX STATEMENTS TO: SAME AS ABOVE APO 088-380-110 SPACE A )OVE TMb LIME FOR RECOROM UN DOCUMENTARY TRANSFER TAX i 26.40 X C4 n uUd of t w owwWwW3on r t vAn d pr"ly oomrta4 Oil coTw W on M oomwwwjon or van ba "M or atto 011*11OW" rartldnito r lana d W" Thra :todeE ngd AmnTnr dtAdarnn SOW@ a o.a.rw or Apard dawrtet+to ra - fYm Woe GRANT DEED FOR A VALUABLE CONSIDERATION, roceIrA of which Is hereby ackrwwted0ed. CAROL G. JOHNSON, TRUSTEE OF THE SANCARO TRUST, DATED OCTOBER 9, 1991 her" GRANT(S) to DAN HILL AND SUE HILL, HUSBAND AND WIFE AS JOINT TENANTS the row prey in ow City of UNINCORPORATED AREA c,rnty or BUTTE State of Callorrtlk de ebW ,. PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, SATE OF CALIFORNIA, ON FEBRUARY 23, 1972, IN BOOK 41 OF MAPS, AT PAGE(S) 20. EXCEPTING THEREFROM THE NORTHk'JESTERLY £4 FEET OF. SAID PARCEL ALONG HILL DALE AVENUE AS CONVEYED TO THE COUI` Y OF BUTTE, IN GRANT DEED RECORDED APRIL 26. 1978, IN BOOK 2278. PAGE 45, OFFICIAL RECORDS. Oafod. M.av ,� 997 1 STATE OF CAJJr-OM" r 00UNTY OF BUTTE o MAY 5, 1997 htdue rM. ANG V F.A 1). KAL311;LOTTO_ pmraonalry." CAROL B, :1QJIN80ri—T1iUM'I1F pa wkopy knotat It nw (a prored to Rw on d» urala Of aatalednry rr+ldaro) b be cto paraon(A) whose neme(a) Y isre wbW bW to the w6*m vwru r org artd adrov (edged to me Wd I*VwAhW e,e60e11 ( the sante to w/hsrMaM Whorited WAWYNG). " thal by NSA,vAhaar oww"v(t) on trw Uwtrvnwf. the Pomo is) or"rs:dy Wan trwuM a Da pwarn(al Wd, a>tsa,ted ow Ytetrumrt vvlt►a0t6 my rwre end orpdnt e�. �' THE S4 O TRUST CM.OL B. j6fiNSON. TRUSTEE ANGELA 0. MAf+'iELOTm owmnfa.t.n 11110111, Aft CPP,q • WAlfvra•en ^: •. tUrOto C,nutar, (W1kvly► W1 rrlrvt,t...Nl1 t,l W Olt. IS, Ieetl b f 97-02136,91 Rec Fee 5.00 _; I DOC 26.40 Recorded 1 1HF 2.00 Official Records I Check 33.40 County of ` Butte Candace J. Grubbs 1 _ Recorder I 9:00om 12 -Jun -97 I HVTC MP 1 SPACE A )OVE TMb LIME FOR RECOROM UN DOCUMENTARY TRANSFER TAX i 26.40 X C4 n uUd of t w owwWwW3on r t vAn d pr"ly oomrta4 Oil coTw W on M oomwwwjon or van ba "M or atto 011*11OW" rartldnito r lana d W" Thra :todeE ngd AmnTnr dtAdarnn SOW@ a o.a.rw or Apard dawrtet+to ra - fYm Woe GRANT DEED FOR A VALUABLE CONSIDERATION, roceIrA of which Is hereby ackrwwted0ed. CAROL G. JOHNSON, TRUSTEE OF THE SANCARO TRUST, DATED OCTOBER 9, 1991 her" GRANT(S) to DAN HILL AND SUE HILL, HUSBAND AND WIFE AS JOINT TENANTS the row prey in ow City of UNINCORPORATED AREA c,rnty or BUTTE State of Callorrtlk de ebW ,. PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, SATE OF CALIFORNIA, ON FEBRUARY 23, 1972, IN BOOK 41 OF MAPS, AT PAGE(S) 20. EXCEPTING THEREFROM THE NORTHk'JESTERLY £4 FEET OF. SAID PARCEL ALONG HILL DALE AVENUE AS CONVEYED TO THE COUI` Y OF BUTTE, IN GRANT DEED RECORDED APRIL 26. 1978, IN BOOK 2278. PAGE 45, OFFICIAL RECORDS. Oafod. M.av ,� 997 1 STATE OF CAJJr-OM" r 00UNTY OF BUTTE o MAY 5, 1997 htdue rM. ANG V F.A 1). KAL311;LOTTO_ pmraonalry." CAROL B, :1QJIN80ri—T1iUM'I1F pa wkopy knotat It nw (a prored to Rw on d» urala Of aatalednry rr+ldaro) b be cto paraon(A) whose neme(a) Y isre wbW bW to the w6*m vwru r org artd adrov (edged to me Wd I*VwAhW e,e60e11 ( the sante to w/hsrMaM Whorited WAWYNG). " thal by NSA,vAhaar oww"v(t) on trw Uwtrvnwf. the Pomo is) or"rs:dy Wan trwuM a Da pwarn(al Wd, a>tsa,ted ow Ytetrumrt vvlt►a0t6 my rwre end orpdnt e�. �' THE S4 O TRUST CM.OL B. j6fiNSON. TRUSTEE ANGELA 0. MAf+'iELOTm owmnfa.t.n 11110111, Aft CPP,q • WAlfvra•en ^: •. tUrOto C,nutar, (W1kvly► W1 rrlrvt,t...Nl1 t,l W Olt. IS, Ieetl b f 4 SITE PLAN REVIEW APPLICATION Date: —) 2— O I APS' Permit Number if applicable) D 1 APPLICANT LVFORMATION Parcel Size: Owners Name: Owners Address: O LA t N fZ PQY2A ' A- f DQM U 1 I Telephone No.: I—C) Situs Address: x--).27) O i l I U LNp LAAf , _Proposed Use: Residential ffj New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family . Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑Well Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use, ) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval . ❑ Site Plan Stamped Approved ByDate �._� Z —O Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ElNitrate•Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils- (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: - (See attached) • Flood Zone: NX • Flood Panel No.: 2(9'Z� OL, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance ❑ Administrative Permit ❑ Variance ---------------------- -----------_------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front so C Side 3 O Side Street Rear 3 t) Height ------, Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ , Drainage ❑ NCSP/CSA 87 . ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Amount Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of :the building permit. . Parcel Created By Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed -Creation: Comments: Legal Access. Provided: ❑ No Legal Access Required ❑ No [-]No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 El Subdivision IVIa /Parcel Map: . . F- �� Map Date of Recording: 2-2 - 7 Z, Lot: ❑ Use Permit/Minor Use Permit Book: Ll 1—`2-0 Page: Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be' installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel ❑ 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. ❑ Provide an erosion control plan for building and landdisturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 0 x 0 This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 J7 ta.F 0 x 0 This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 APPLICANT: OWNER: PERMIT l: A. P. • WORK DESCR DATE l 3.15.0( PRC -ECT PROCESSING RF-rORD • . Fj I( . 0 • Ll • RESIDENTIAL PLAN REVIEW GUIDE . . SINGLE FAMILY, DUPLEXAND ' MISCELLANEOUS ONLY Owner: 1 1 Building Permit Number: 6)( o44 Plans Examiner: A P. Number: G NERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property. 6 Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (Nois , S Fire Sprinklers, f Water Tender, Traffic and Drainage ees). - FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLATY: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment:(Uniform Mechanical Code 304.5). 0. Garage firewall separation - rec�ttired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). I. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 2. Smoke detectors (Uniform Building Code section 310.9.1). 3. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon fiaming 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. 1 . Fireplace construction details and calculations if necessary. 1 . Garage door header size(s). 1 . Porch header size(s). 1.. Stud heights. 1 Expansive soil — special foundation design required. 15 Retaining walls requiring design. 1 Special Inspection requirements. 1 Header sizes. . r' 1 . Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section / 006).- Guardrails 06).Guardrails (Uniform Building Code section 509). .-. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.— weep screeds (Uniform Building Code section 2506.5). Roofpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Roo covering type — (fire hazard). Foam_ insulation - protection. 8. 36'•' halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). .0;, Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). t Attic access and ventilation (Uniform Building Code section 1505). 2' Combustion air for fuel burning appliances — LPG requirements. x 3 Sound requirements. a °, 4. Energy design compliance and supporting documentation. fBulhing at all exterior openings.F responsible area requirements. dPermit requirements: SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special. Inspection requirements. 17.5. = Use Permit conditions.: - 17.6. Sub -Standard Housing letter. Page 2 of 2 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS, INC. LOT # 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 O ❑ 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 n ` ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 DATE INSULATION COMPLETED ll " ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BAITS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R -VALUE APPLIED R -VALUE APPLIED IAIN.INSTALLED R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MAT RIAL STANDA D AND REGULATIONS SIGN4tU$Er kNSVLATIOIfINTR C TITLE DATE — LCI SIG A RE - GENERA C N ACT R TITLE DATE REMARKS WHITE - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink - Attic Copy, Gold - File Copy .qw, APA.=Vff%J`11 Certificate of Conformance. Certificate 054072 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured'in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber ,. NER-48.6.-Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses RITC* 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing, facility_subject to regular audits'in accordance with the Engineered Wood. Systems _(EWS) Quality Assurance Program. Routine. audits include inspection of the manufacturing process. and evaluation of the in -plant QA program*with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 0 0,0 Rp 0 R4, J 010, Or J: z -►i Z SEAL oy •t f y� #1811 INskil by - 4L J "=,-' Thomas G. Williamson Executive Vice President Ike- -5:3 �? ke--5:3�09 old ole. eAry , c� ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-66190 • Fax Number: (253) 565-7265 WMISUMOLL G30 LAI 40, 40-1 1 �rdv 0 0*4C ,:' SI V' 4.• f�hfi.�QS�eatf`+ai�:�s�d��'�3.''. ` � O it COMPUTER METHOD SUMMARY- Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Dan Hill House. Run: 406 05 -Mar -01 Project Address: 4270 Hilldale Dan Hill House Building Title: Dan Hill Document Author: Don Freemyers Telephone: 530-533-9365 Compliance Method: CALRES2 1.35 Climate Zone: 11 ---------------------------------------------------- ---------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 17.54 Space Cooling 15.97 Water Heating 14.03 Total Type ---------- 47.54 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones Total Conditioned Volume: Ground Floor Area: Building Permi Plan}C" eck/ ate 9* 157 -Q Field Check /"Date Proposed Design --------------- 14.85 16.34 13.89 -------- Complies 45.08 Yes 1784 ft2 9'0" ft -in SFD Single Family Detached 0 deg (North) 14.3% 0.60 0.63 1.00 1 Raised floor 1 16056 ft3 1784 ft2 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) House 1784 16056 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments Zone = House -------- ----------- Door 20.0 0.330 0 3 0 90 Yes CEC_30-Wood Outside ffE COW Door 20.0 0.330 0 3 0 90 No CEC_30-Wood Unconditioned Wall 160.0 0.059 21 17 0 90 No W21 2x6.16 Unto-,J&08jd43 DEP ,- Wall 226.0 0.059 21 17 0 90 Yes W21 2x6.16 Outside Wall 278.0 0.059 21 17 270 90 Yes W21.2x6.16 Outsid s O COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Dan Hill House Run: 406 05 -Mar -01 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Sir Construction Fenestration Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tit --- Gns --- Type ------------ Location/Comments -------------------- Wall 234.0 0.059 21 17 90 90 Yes W21.2x6.16 Outside Wall 54.0 0.059 21 17 90 90 No W21.2x6.16 Unconditioned Wall 372.0 0.059 21 17 180 90 Yes W21.2x6.16 Outside Ceiling 1784.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic Floor 1784.0 0.037 19 27 -- 180 No FC19.2x8.16 Crawlspace PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- 14G, DEPAMWEN4WN f Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm Tit Type Type Name Comments Zone = House --= --- ------- -------- ------------ ---------------- Front -1 Wind 12.5 0 90 Slider Vinyl DoubleDG Front -2 Wind 12.5 0 90 Slider Vinyl DoubleDG Front -3 Wind 7.5 0 90 Slider Vinyl DoubleDG Front -4 Wind 7.5 0 90 Slider Vinyl DoubleDG Front -5 Wind 20.0 0 90 Slider Vinyl DoubleDG Right -1 Wind 20.0 270 90 Slider Vinyl DoubleDG Right -2 Wind 6.0 270 90 Slider Vinyl DoubleDG Right -3 Wind 20.0 270 90 Slider Vinyl DoubleDG Back -1 Wind 20.0 180 90 Slider Vinyl DoubleDG Back -2 Wind 40.0 180 90 Slider Vinyl DoubleDG Back -3 Wind 30.0 180 90 Slider Vinyl DoubleDG Back -4 Wind 24.0 180 90 Slider Vinyl DoubleDG Left -1 Wind 20.0 90 90 Slider Vinyl DoubleDG Left -2 Wind 16.0 90 90 Slider Vinyl G1assBrick GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes value ----- ----- SHGC ------ See notes Shade ---------- ------ Shade Type Shade ---------- DoubleDG Clear 2 0.600 0.650 Standard 0.680 ------ BugScrn 0.757 G1assBrick Clear 2 0.650 0.650 Standard 0.680 p� BugScrrW a n 7ML e* 14G, DEPAMWEN4WN f COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Dan Hill House Run: 406 05 -Mar -01 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------=------ ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs Factor (gal) Standard—Gas Standard StandardGas Storage gas ---- 1 ------ 0.53 ------ 40 MNG DEPARWR fA-52"Pwm"""VED COMPUTER METHOD SUMMARY. Page 4 Project Title: ----------------------------------------------------------------- ----------------------------------------------------------------- Dan Hill House Run: 406 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS C -2R 05 -Mar -01 Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: Dan Hill House Run: 406 05 -Mar -01 Project Address: 4270 Hilldale Dan Hill House Building Title: Document Author: Telephone: Compliance Method Climate Zone: ----------------- ----------------- GENERAL INFORMATION Dan Hill Don Freemyers 530-533-9365 CALRES2 1.35 11 Building Permit # Plan Check / Date Field Check / Date Conditioned Floor Area: 1784 ft2 Average Ceiling Height: 9'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 0 deg (North) Glazing Area, % of Floor Area: 14.3% Average Fenestration U-Value:0.60 Average Fenestration SHGC: 0.63 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Non-Slab 1784 Yes Crawlspace 4J F 4 E COUNI N .;qL ® PA + Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value R -value R -value U -value Location/Comments Door -------- 0 -------- -- -------- 3.03 -------- 0.330 ----------------------- Outside Door 0 -- 3.03 0.330 Unconditioned Wall 21 0 16.95 0.059 Unconditioned Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Unconditioned Wall 21 0 16.95 0.059 Outside Ceiling 38 0 41.67 0.024 Attic Floor 19 0 27.03 0.037 Crawlspace FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Non-Slab 1784 Yes Crawlspace 4J F 4 E COUNI N .;qL ® PA + CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Dan Hill House Run: 406 05 -Mar -01 FENESTRATION HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Area U- Energy Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins ----------------- Window North ----- 60.0 ----- 0.600 ----- 2 ---------- Standard ---------- BugScrn -------- None Window West 46.0 0.600 2 Standard BugScrn None Window South 114.0 0.600 2 Standard BugScrn None Window East 20.0 0.600 2 Standard BugScrn None Window East 16.0 0.650 2 Standard BugScrn None THERMAL MASS Area Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- Location/Comments ---------------------------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ Heater Name Heater Type Htrs Factor (gal) -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 40 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? -=---------------------------------------------------------- Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- "F� L 1 i 4 ! CERTIFICATE OF COMPLIANCE: Residential Project Title: Dan Hill House ---------------------------------- ---------------------------------- HYDRONIC DISTRIBUTION AND TERMINALS Page 3 CF -1R Run: 406 05 -Mar -01 ----------------------- ----------------------- Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. JU ITE CQuN1 DEPAMMEM-- ADDROVED CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Dan Hill House Run: 406 05 -Mar -01 DESIGNER OR OWNER Dick Miller Certification #: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: DOCUMENTATION AUTHOR Don Freemyers Freemyers Design 575 Nelson Ave. Oroville, CA. 530-533-9365 Date Signed Date Signed Date MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R Note: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. §I50(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). • §I50(d): Minimum R-13 raised floor insulation in Gamed floors. § 150(q : 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 insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field- fabric ated)have label with certified U -value, certified Solar Heat Gain Coelrcient (SIIGC), and infiltration certification. 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(c): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Fluc damper and control 2. lights No continuous burning as pilot allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: IIVAC equipment• water heaters, showerheads and faucets certified by the Commission. §150(h): floating and/or cooling loads calculated in accordance with ASIIRAE. SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipc and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank. non -recirculating systems, insulated (114 or greater) 3. Back-up tanks for solar system, unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/external insulation. sU FTE G CO COUNT ' UNI' 4. All buried or exposed piping insulated in recirculating sections of hot water systems. Cooling system piping below 55° F insulated. f ,.4�, NG )EPARTMEV:' 6. Piping insulated between heating source and indirect hot water tank. ,•xr%P-,-4E!hs Comm r r_ 1 Julv 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Low•rise 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) ' § I50(m): Ducts and Dans 1. All ducts and plenums constructed. installed. insulated, fastened, and scaled to comply with the IC00 1997 URIC sections 601 and 603. ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that tncets the applicable requiremetns of UL181, UL181A, or UL18113 and other applicable specified tests for longevity given in C 150(m).. 2. Exhaust fan systems have back drall or automatic dampers. i 3. Gravitv ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. a 114: Pool and Spa I leasing Systems and Equipment. I. System is certified with 780,16 thermal efficiency, on-olTswitch, weatherproof operating instructions. no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover lix outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas fired central furnaces, pool heaters. spa heaters or household cooking appliances have no I . continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 4 Lighting Measures: j §150(k)l.: Luminaires fix gencral lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or _realer fix general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. I 150(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an ellicacy of 40 lumens/wart or greater switched at the entrance to the room or one of the alternatives to this requirement allox%cd in 3I 50(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved. AU FTE I UN f * ,NO 01 JUIN' 1, 1999 LONGFELLOW UMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112- (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: 41Z-70 ©i2OVi LLC. AP#: r Job No: INC* sP 6c' - Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECT ION AGENCY Timber Products "tion 1 P.O. Box 20455�' ` Portland, OR 9722' (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112- (530) 800)678-0112(530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting. workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. Cl Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. OC) ^ CALIFORNIY PERMANENT BRACING START OF TOP CHORD FLAT TOP CHORD. PURLINf EXTENSI NS. (SLOPING\ ('TYPICALfi / (CONTINI TO FLAT m START OF TOP CHORD - E OTFLA IQNS. (SLOPING.., SENT BRACING DETA CRIPPLE SUPPORT LAYOUT SETBACK o L SETBACK F>•�F>•F>•�Fa Fa�Fl Fa Fa �Ta Fa�j .gym.CED BAY �.........� SEI Se BACK nnnw COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES #THIP ',;r'';• SHEATHING. I PIT�HED AND SHEATHED CH RU AREA. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM 6 INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EX'T'ENDED MEMBERS TO FLAT TOP BRACED BAY AT THE NG CONDITIONS ARE MET:�1) 77iE1 HIP CCONTINUOUSAN BE UTOP CHORD PURLINS ARE ADED WHEN ALL OF THE TTACHED CIHED TO ' CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT' CRIPPLE I'd FLAT' TOP CHORD THE FLAT TOP CHORD OF THE I HIP. 2) )T'HE END JACKS ARE SHEATHED WITH AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 2 — I11 Od . PROPERLY ATTACHED STRUCTURIL PANELS COMMON NAILS THROUGH FACE. SECTION A—A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF 'TRUSSES SPACING COMMON CHORD EXTENSION r (TYPICAL) l(��11 (D) SETBACK—(D) (D) �(El) (B) (B) (B) 11 (B) (B #1 HIP GIRDER "(B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OP'T'IONAL) PLAIE IM PRIOR TO TROPE RL Y CEILING ALI'INE EI DESIGNi A • HANDLING, PROVISI01 PAPER AS EXCEPT A THIS OES7. I li ACIIPTAN DESIGN SI SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. (B) SEE CA -HIP ENGINEERING FOR JACK TYPE USED. CAUTIONED TO SEEK �ADV CE OF p LOCAL PROFESSIONAL ENGINEER REGRDINGG. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER PLATING, LNVENTIOAO ADINGI AND DURA'T'ION FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 LINSTALLINGIAND PUBLISHEDNBY TIN TC LL PSF REF CALIF. BRACE BRACING), (TRUSS NLESS OTHERWISE INDICATED, 713PFC►�DRSHCALLEHAVETC DL ■ �A�:M!im i QaOFESS/p mom PSF Dl -,)WG BRCALHIP0699 40T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OR WITH TCONFO IOFCTTRUSSSSES. = 1 COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES #THIP ',;r'';• SHEATHING. I PIT�HED AND SHEATHED CH RU AREA. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM 6 INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EX'T'ENDED MEMBERS TO FLAT TOP BRACED BAY AT THE NG CONDITIONS ARE MET:�1) 77iE1 HIP CCONTINUOUSAN BE UTOP CHORD PURLINS ARE ADED WHEN ALL OF THE TTACHED CIHED TO ' CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT' CRIPPLE I'd FLAT' TOP CHORD THE FLAT TOP CHORD OF THE I HIP. 2) )T'HE END JACKS ARE SHEATHED WITH AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 2 — I11 Od . PROPERLY ATTACHED STRUCTURIL PANELS COMMON NAILS THROUGH FACE. SECTION A—A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF 'TRUSSES SPACING COMMON CHORD EXTENSION r (TYPICAL) l(��11 (D) SETBACK—(D) (D) �(El) (B) (B) (B) 11 (B) (B #1 HIP GIRDER "(B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OP'T'IONAL) PLAIE IM PRIOR TO TROPE RL Y CEILING ALI'INE EI DESIGNi A • HANDLING, PROVISI01 PAPER AS EXCEPT A THIS OES7. I li ACIIPTAN DESIGN SI SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. (B) SEE CA -HIP ENGINEERING FOR JACK TYPE USED. CAUTIONED TO SEEK �ADV CE OF p LOCAL PROFESSIONAL ENGINEER REGRDINGG. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER PLATING, LNVENTIOAO ADINGI AND DURA'T'ION FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 LINSTALLINGIAND PUBLISHEDNBY TIN TC LL PSF REF CALIF. BRACE BRACING), (TRUSS NLESS OTHERWISE INDICATED, 713PFC►�DRSHCALLEHAVETC DL PSI' DATE 06/25/99 NO BOTTOM CHORD SHALL IIAVE A PROPERLY ATTACHED RIGID OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. QaOFESS/p BC DL PSF Dl -,)WG BRCALHIP0699 40T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OR WITH TCONFO IOFCTTRUSSSSES. = -ENG G DESIGNMS WITHAPPLICABLE PUBLISHED BY THE AMERICAN '� BC LL PSF .IFICAIION FOREST AND :[TORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEE W r� OC f >n TOT.LD. * PSF EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED N SOL.ELYHE A ARESPONSIBI NTHE ITR COM NG IPONENTTES * DUR.FAC. ITY FOR SS Onr.�erlo .OMPONENTt". . .... R��C��AR BUILDING n_ Am a _w SPACING CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE.TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X8 2-2X4(*) 2X6 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WED NARROW FACE ATTACH" WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB -MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 807. OF WEB MEMBER LENGTH I NGM■ TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, CING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 4STITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, vl. 53719) FOR SAFETY PI 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CHORD Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERI ■+IMPORTANT -r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION Ci :NGINECRED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TPII OR FABRICA 1. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH INS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN F SSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR AS NOTED. APPLY CONNECTORS TO EACH FACE 47F TRUSS AND, UNLESS OTHER i1GN.POSITION CONNECTORS PER DRAVINGS 160 A-2. THE SEAL ON THIS DRAY NCC OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSc. 1110VN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARIICI' ;CSPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECT][ " Q�ortss/ON W IS DRAWING REPLACES DRAWING 579,640 NSTALLING TPI (TRUSS ti� �o . ' y LL PSF REF CLB SUBST. DATE 06/25/99 ACTICES ;HALL HAVEr DL PSF ATTACHED D RIGID NTRACT 'ROM ' L N0. C rn DL PSF DRwG BRCLBSUH0699 11IIs -ENG MLH KAR APPLICABLE LL PSF IREST AND FIC sj C�V�v. T.LD. PSF LOCATEDLON G INDINTTCS LL 9lFOf CAUEO�� DUR.FAC. VUILDING nrr SPACING TRUSS BRACING/BLOCKING DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) INOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. I 1 (A) 2X4 13 HEM -FIR OR BETTER CONTIIJUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS.' BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (M) IIEIGHT OF TRUSS AT SUPPORT. 11 n (0) 2X4 H.F. 13 OR BETTER DIACONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOWN. BRACE HAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. 8 ■ APPROX. 45' �_--� TRUSS r•- ( (D) A V ��— VERTICAL WEB • (BD) LING SECTION S -S (T) -TRUSSES (P) SHEATHING APPLIED TO TOP CIiORD. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM CAT'S:. OVER SUPPORT.`II.F. 13 OR BETTER 2X SIZE OF BOTTOM CI IORD. PLT TYP. Wave TPI -95 Desi4n Criteria: TPI-95(ST O O Q O '-VAANING-- IAVSSES $(QUIT[ EXTREME CARE 11 FAINICAIION, HANDLING, SNIPPING, INSTALLING AND TRACING, NEi(R IO NIB•/1 TNA:DLIII IISIAIII:G AND BRACING), 0UBLISxEO 1Y III (11USS PLAT[ Q OIMf11TUt[. 617 D'OMOi10 DA., SU11I l00, MADISON, NI $1110), f0A SAf[IT ►AACIICIt PRIOR 10 /[:FORMING $NESE FUNCTIONS. UNLESS OINIRVISI INOICAI(D. 10► CHORD SHALL NAVE PAOPERLY AIIACH(D O O SIRUCIORAL PANELS, NOTION CHOAD SNAIL BAVI A PROPERLY ATTACHED RIGID CEILING, --IMPORTANT-- FURNISH A COPY OF INIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE INGINCCAED ^ � Q O 11000CIS, 11C, fNAI1 NOT BE TIS►ONSIBI[ f0A ANY DEVIATION FROM INIS DESIGN: ANY FAIL "HE10 L^ Y"IUIIO I1[ IRUfSIf IN CONi0RNA1C[ " 1►1: OA fABRICAIING, HANDLING. SHIPPIND, INSIALLAIION OR :RACING OF INOSSis. INIS OESIGN CONFORMS NEIN APPLICABLE PROVISIONS Of NOS )NATIONAL DESIGN Z�TRU�SS SPECIFICATION ►UIIISNIO If IN[ AMERICAN FORISI AID PAPER ASSOCIATION) AND I►I, ALPINE COI:EC 1015 All MADE OF 10GA ASIM ARF] OAT) GAL►, SVEIL. )ICI►I AS MOTTO. APPLY CORRECTORS 10 EACH FACT OF IN OS S. AIO tl.L(SS 0IN[RNISE LOC At 0 OI INIS DISIGR, POSITION CONNECTORS PER l---� ^ ^ PfAV11Gf 110. Ifo AND Ifo A•f. AN WINTER'S SIAL ON THIS 61AVING APPLIES ONLY TO THE VISION ���_ •• '._—._ _____•,__ _• .•._•..• Of• IMT _IA USS DI ►ICIfD NIA( AID fNAll TNI OF AILIQ UPON !I AMY OIxIA_VAT. 18.20 CA/ -/I/ -/-/R/- 5 10 A - 1/-/-/R/- SS10 TC LL X40 �yc TC OL BC DL (L) LL TO LD. DUR.FAC. SPACING SEE ABOVE REF R427 DATE 1/12/94 DRW 3.048,634 CA -ENG / CNC (SPEC0305-DAN HILL CONST. - SPEC - Al 42' HIPSET TOP CHORD 2x4 DF -L #1 BOT CHORD 214 DF -L #1 C7> WEBS 2x4 DF -L Standard C'IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IADDITIONAL LOADS PER TRUSS FABRICATOR BC - From 28 PLF at 36.00 to 28 PLF at 42.00 '==' USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR ONG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. ( IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL TC @ 24.00" OC, BC @ 72.00" OC. THIS TRUSS IS NOT SYMMETRIC -- INSTALL AS SHOWN *** 144X6 sr-- W06 = E— W1.5X4 W4X4 = W3X8 r� 5 1- O rx rn. ra xw W3X10 = W2. 5X4 = W1 .5X4 III w W3XB (81) + z HS2514 = c.5 z w • 2-0-0 w z Q Lr 8-0-0 i 26-0- 2 6 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.O_g_na1ls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W04 = W3X8 6 Nm .5X4 W4X4 HS2512 _= W4X12 --- W5X6 = 413X8= in 5 3-I8-1 -(�8-0-01 W3X6(A1) = 7 1-1� 6-0-0 -12-00-0 8-0- ICOUNI IR 42-0-0 Over 2 Supportsg� � =3030 4=5.5" � Op PA IE ' rs.. Ca M PLT TYP. High Strength.Wave TPI -95\R Design Criteria: TPI STD I *•NARIIING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O~ INSTITUTE. 5B3 D'ONOFR 10 DR., SUITE 200. WADI SON, WI 53719), FOO SAFETY PRACTICES PRIOR TO C� PERFORMING THESE FUNCTIOIIS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PRDPERLY ATTACHED C\X STRUCTURAL PANELS, BOTTOM CHORD SHALL NAPE A PROPERLY ATTACHED RtG10 CEILING. •IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Co *PRODUCTS. INC, SHALL NOT BE BESPOHSIBLE FOR ANY DEVIATION FROH THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE W1 TH TPI.OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CON HS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN p ; SDECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .� CONNECTORS ARE 14ADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pInE Eogitleer( DRAWINGS I60 A•2. THE SEAL OR THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL EUGINEERING A1Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TINE SUITABILITY AND USE OF THIS .SBCIBOICnto, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. R=4406 R=4406 W=5.5" APPRm n 19.4a CA 1 - F VES SIpA C i0A s 5 TC LL TC DL BC DL BC LL 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF * TOT.LD. 33.0 PSF cDUR-FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft REF R427--33245 DATE 03/06/01 DR W CAUSR427 01065008 CA -ENG TS8/CWC SEQN - 15177 FROM GA SPEC0305-DAN HILL CONST, - SPEC - AlA 42' HIPIOSB TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard c'' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. X� ADDITIONAL LOADS PER TRUSS FABRICATOR IBC - From 28 PLF at 29.86 to 26 PLF at 35.86 o IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: . TO BRACE ALL TC @ 24.00" OC, BC @ 72.00" OC. W 2 . 5 X 4 W5X4 (R) \\\ 5 r- T2 W3X8 = 413X8 = W3X6 = E-' V C� 2-10-12 q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0° OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16 d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DW G. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 414X4= W4X12 413X8 = 611 C: V A w W6X8 = W3X4 - W1.5X4 Ul W2.5X4 = W4X4 = W5X6 z W2X4 III W2.5X4 (A1) z HS2512 = 143X8 = w z 1, iE 0-0 Yom, 13-10-6 I 6 0-0 ¢ 24 4-3 I 7-7-13 I I lE 35-10-6 Over 2 Supports R=1461 W-3 5" 14 �l 40 ARTMEW ,' CA 1 - - F TC LL 16.0 PSF TC OL 10.0 PSF `` BC OL 7.0 PSF I� BC LL 0.0 PSF * TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R427--33246 DATE 03/06/01 DR W CAUSR427 01065009 CA -ENG TSB/CWC SEAN - 15181 FROM GA R=2291 W=5.5" IM - PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD 19.4a I "NAR NTNG" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HAROLING, SHIPPING, INSTALLING AND BRACING. O REFER TO H10.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'OHOFRIO OR., SUITE 200, MADISON, .,QQFE C=)110� CV NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL W. CCS HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURHISH A COPY or THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 'PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR S� 6 ' ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH tW77 i ALPINE TPI: OR FABRICATING, HANDLING, SHIPPING, IRSTALLING ANO BRACING OF USSES. THIS DESIGN CONFORMS OC p% IT WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND .Q TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 QALY. STEEL, EXCEPT AS NOTED. APPLY CORNECTORS TO Alpine En&eered PTodUGYS S•0C7'dTiltat0, CA 9$828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ILC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAI BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AM SI/Tpl 1.1995 SECTION Z. C Cp1�� Y 14 �l 40 ARTMEW ,' CA 1 - - F TC LL 16.0 PSF TC OL 10.0 PSF `` BC OL 7.0 PSF I� BC LL 0.0 PSF * TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R427--33246 DATE 03/06/01 DR W CAUSR427 01065009 CA -ENG TSB/CWC SEAN - 15181 FROM GA (SPEC0305-DAN HILL CONST. - SPEC - A18, 42' HIPI4SB ) TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: 80T CHORD 2x4 DF -L #1 C" WEBS 2x4 DF -L Standard —"PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. or ADDITIONAL LOADS PER TRUSS FABRICATOR .IBC - From 28 PLF at 0.00 to 28 PLF at 6.00 --'BC - From 28 PLF at 36.00 to 28 PLF at 42.00 0 C-'> (*) IN LIEU OF STRUCTURAL PANELS USE PURLINS TO BRACE TOP CHORD @ 24" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL TC @ 24.00" OC, BC @ 72.00" OC. 4!4X12 o W4X6= 5 r- (') T2 W3X8 H V Q (A) 0 Iy IZr ca � W3X8 = W3X8 = w W3X6(A1) W3X8-W4X4 =- z W4X6- c5 z C-0 I2 -0.0I —� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16 d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DW G. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4= I1 (*) W2.5X4 - W3X8 W4X6 =W4X4 Im (A) W4X12 —1 5 4!3X8 - W3X8 W3X6(A1) - 1415 w E 6-0-0 L:* -6-0-0-°=1 z L_ 14-0-0 1 20-4-3 I 7-7-13 c> 42-0-0 Over 2 Supports J'uaE I � 1 R=2217 W=5.5" � t 4a ' •pl . � -VI G DEEP, w R=2217 W=5.5" 11 M Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R DC ' o,VPe--f)875"/Ft esTgn I eria: TPI STD "HARMING" TRUSSES REOUIRE EXTREME CARE IN FABRICATIOU. HANDLING. SHIPPING, INSTALLING ABD CA -F' BRACING, REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C=)INSTITU. TC OL 10.0 PSF DATE 03/06/01 563 D'OHOFRIO OR., SUITE 200. MADISON, W! 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. C� 6w20DI '� 7O UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL CV TOT.LD. 33.0 PSF SEON - 15179 HAVE A PROPERLY ATTACHED RIGID CEILING. SH ABECOPY MPORTPRODUCTS NINC. C RESPONSIBLEDESIGN ANY THE DEVIATIONINSTALLATION SHAL LI RDT THIISCONTRACTOR. DESIGN: AANYNS FAILUREENGINEERED ALPINE TO BUILD THE 7USSES IN CONFORMAMCE HI IN TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF RTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 04 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM ASS3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS Alpine Engineered Products, Inc �Blnenlo, CA 95829 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. ' o,VPe--f)875"/Ft 19.4a CA -F' TC LL 16.0 PSF REF R427--33247 9QQ,OFESS/p, y�F TC OL 10.0 PSF DATE 03/06/01 r.+ 8C DL 7.0 PSF DRW CAUSR427 01065010 6w20DI '� 7O BC LL 0.0 PSF CA -ENG TSB/CWC * TOT.LD. 33.0 PSF SEON - 15179 C C DUR.FAC. 1.25 FROM GA SPACING 24.0" (SPEC0305-DAN HILL CONST, - SPEC - A2'42' M -HIP FOOT CHORD 2x6 DF -L #2 :Tl 2x4 DF -L #1: CHORD 2x4 DF -L 01&Bet. WEBS 2x4 DF -L Standard :W12 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CxADDITIONAL LOADS PER TRUSS FABRICATOR IBC - From 28 PLF at 0.00 to 28 PLF at 6.00 o USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF M TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT z TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL TC @ 24,00" OC, BC @ 72.00" OC. 146XI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTFn BY TRIISS MFR (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. H W5X8= W3X8= WAYA V f7 O ri. Q w x W W2.5X4 (A1) = W5X8 = WJA0 = z c5 147X6 (R) Ill z w W2.5X4 = 145X8= w7xA= WZ.SX4= 145X8= W7X8= .113X4 III HS416 = 1 R=2694W-3�5v PROVED 3-4-4 3-18-1 . - 8-0-0 1 w L.?:L!-IE 6-0-0 z 1— 8-0-0 _I 27-10-6I �� I 35-10-6 Over 2 Supports" r,Ilt� I YyN�`i;`'. ail R-3875 W=5.5" DEPA •, 00 cl; PLT TYP. High Strength,Wave TPI -95 R Design Criteria: TPI R=2694W-3�5v PROVED STD NAgN]NG•' TRUSSES REOU[RE EXTREME CARE 1N FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. CA - REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PH LISHED BY TPI (TRUSS PLATE INSTITOTE. 503 Scale =.1875"/F D'ONOFRIO DR., SUITE 200, MADISON. NI 53119), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. TC LL UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD C\1 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT"• FURNISH A COPY OF THIS C17 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ALPINE ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND OR AC INC OF TRUSSES. BC DL THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION fy POBLISH(D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE WADE BC LL Of 20GA ASTM X653 Wi40 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE GF CA -ENG TSB/CWC TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS DER Alpine Engineered Products, Inc.RESPONS1 sacraaenlo, CA 95828 DRAWINGS 160 A-1. THE SEAL OH THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG IIIEERING B[L1 Y SOLELY FOR THE TRUSS COIIPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BU ILOING IS THE RESPON SI Bi LIT OF THE BUILOING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. R=2694W-3�5v PROVED 19. 4a CA - 1 - F Scale =.1875"/F FES TC LL 16.0 PSF REF R427--33248 �4 TC DL .10.0 PSF DATE 03/06/01 BC DL 7.0 PSF DRW CAUSR427 01065014 63&200 r BC LL 0.0 PSF CA -ENG TSB/CWC * TOT -LD. 33.0 PSF SEON - 15190 a�Cn� DUR.FAC. 1.25 FROM GA SPACING 24.0" (SPEC0305-DAN HILL CONST. - SPEC - A3 42' COMM TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 rn WEBS 2x4 DF -L Standard r-cD PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cL; IADDITIONAL LOADS PER TRUSS FABRICATOR BC - From 28 PLF at 36.00 to 28 PLF at 42.00 PLT- 80 LB Conc. Load at (19.95,16.57) o DLT_ BO LB Conc. Load at (22.14,16.53) z k** THIS TRUSS IS NOT SYMMETRIC INSTALL AS SHOWN *** W2.5X4 W3X6 W 1.5 X4 \\\ 5 E— v 0 a 1!2.5X4 1!3X6= w4x4= w W3X6 (Al) C>4 w w z 1!5X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6 Z�-_ � 5 144X6 c5 2-0.0 w F� 1r a I IR=1296 W=5.5" w 0 M c,j PLT TYP. Wave TPI -95 R 1 ••WARN O O cli . CD Q 21-0-0 W2.5X4 = W3X6 2-0-0 Over 2 Support Design Criteria: TPIISTDI 19.4a W4X4 = n W2.5X4 \\\ W3X6(A1) R=2012 W=3,5" 60 -OJ _I iDEPA � p, CA/ -/1/-/-/-/G Cr 1. — I0�r:"IC+- A L P I N E Alpine Engineered Products, Inc. sftmnQ1to, CA 95828 1NG TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 1118.91 (HANDLING INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OHOFRIO OR., SUITE 200, MADISON, HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, DOT 7ON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, INC. SMALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS RESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORWAKE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AIIO BRACING OF TRUSSES, THIS OESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON IIE CI ORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST T[ON CONNECTORS PER DRAWINGS 160 A•2. 711E SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RF Sp IT SOIEIY FOR THE TRUSS COHPONE NT DESIGN SHOWN. TIIE SUITABILITY AND USE OF THIS COWDOMEHT FOR ANT PARTICULAR BUILDING 15 TME RESPO IIS 101 L ITT OF TIIE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. p �QFE�TS%Q�r y� r a 5 r- A M w��♦ wl Y TC LL 16.0 PSF TC DL 10 . 0 P S F BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD 33-0 PSF REF R427--33250 DATE 03/06/01 DRW CAUSR427 01065011 CA -ENG TSB/C4JC SEAN - 15192 D U R . FAC. 1.25 FROM GA SPACING 24.0" (SPEC0305-DAN HILL CONST. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 rn WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, iBUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: oM TO BRACE FLAT TC @ 24.00. OC, BC @ 72.00" OC. 0 W3X8 E— V Ca 0 fy ca w x w z c.5 z w w L<-2 -0 - OSI z SPEC - 81 20' HIPSET THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND 1-/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16 d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DW G. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 142.5X4 = W3X8 - W3X8(B1) L.0 -0•D-,+ c>~ L 8-0-0 I 4-0-0 I 8-0-0 I 20-0-0 Over 2 Supports R-1564 W=3.5" Q-. R-1564 W=3.5" M PLT c --j TYP. Wave TPI -95 R Design Criteria: TPI STD 19.4a "HARMING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND .--_. p BRACING. REFER TO 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'OMOFRIO DR.. SUITE 200, e C r - O CV MADISON, UI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM 1p W. •c1 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS •PRODUCTS, C.O OESfGN TO THC INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV lATION FROM THIS DESIGN; ANY FAILURE i0 BU Il0 THE TRUSSES IN COnFORMANCE WITH TPI: OR FABRICATING. HANDLING. SLAPPING, ALPINE INSTALLING NO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS ty (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE cy�� Q ' COIIIIF CT ORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO P,YI/1XA111X Alpine Engineered Products, Inc. Sacmmeuto, CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TO IS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. C r w Or �rA l• 3-8-1 8-0-0 Cts AmnROVEp CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R427--33251 DATE 03/06/01 OR W CAUSR427 01065012 CA -ENG TSB/CWC SEQN - 15197 FROM GA r � (SPEC0305-DAN HILL CONST. - SPEC - B2 20' COMN TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 rn WEBS 2x4 DF -L Standard cx:' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Y1. 0 M CZ E~ V :=D 9=3 0 rz. ra w w w z cS z w THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4= "`'1— ("17 = W2.5X4(A1) - w 1F2-0-0-:-,. z 13— rn M Lc2-0-0-,1 L 10-0-0 10-0-0 R=764 H=3.5" PLT TYP Wave TPI - 20-0-0 Over 2 Supports R-764 W=3.5" 4152 4-6-1 +8-0-0 durrE CdOM PiPPRO � VE n- `�1 95 R Design Criteria: TPI STD 19.4a CA [ 'MAR 111 NG'• TRUSSES REQUIRE EYTREME CARE IN FABRICATION. HANDLING, SH]pDING, INSTALLING AND F BRAC1116. REFER TO HIB•91 (HANDLING 1USTALLIIIG AND BRACING), PUBLRISHEO BY TPI (TRUSS PLATE INS E. TUTC. 583 D'ONOFRID DR., SUITE 200, oy�aFESs/p T C L L 16 .0 P S F O~ MADISON, tll 57119), FDR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, IC TC OL 10 P S F n1 BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE •PRODUCT .0 Ca ENGINEERED S, INC. SHALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE B C D L 7 P S F ALPINE TO BUILD THE TRUSSES I11 CONFORNA LICE WITH TP 1; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACIfIG OF TRUSSES. THIS W cc '� .0 DE1GCONFORMS WITH APPLICABLE PROVISIONS OF NOS 11 (NATIONAL DESIGN SPECIFICATION PUBLISHED r B C L L 0 . 0 PSF FZ• BY THESAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS d ARE MADE OF 20GA ASTM A663 GRAD GALV. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS * * TOT. L 0 33 P S F Alpine Engineered Products, IIID Sa—mento, CA 95828 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPOHENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. C . .0 OUR . FAC . 1 . 25 SPACING 24.0" Scale =.25"/Ft. REF R427--33253 DATE 03/06/01 DR W CAUSR427 01065013 CA -ENG TSB/CWC SEON - 15199 FROM GA This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibility of the installer (builder, building contractor, licensed contractor, erectoror erection contractor) to propeilyreceive. unload, store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to fo low instructions or heed warn- ing will most likely result in serious personal injury or death or Damage to structures. AWARNING: A WARNING describes a condition where failure to fol,ow instructions could result in TRUSS PLA—E INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qus lifted building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or eliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rigtts reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States cfAmerica. CAUTION: All tempo -ary bracing should be no less than 2x4 grade marked lumber. All connections should be made witt minimum of 2-16d nails. All trusses assumed 2' c n -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. `.`TRUSS "STORAGE 3.. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. E WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. o EA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ®CAUTION: Trusses shred vertically should be braced to prevent topWing or tipping. ADANGER: Do not story bundles upright unless, properly braced. Do not creak bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 1 8' 17 12 1 1z, Over 24' - 42' 1 3/12 7' 1 10 1 6 to the underside of the top chord when purlins Over 42' - 54' 1 3/12 1 6' 6 4 5' Over 54' See a registered professional engineer 6' DF - Douglas Fir -Larch SP - Southern Pine G. HF - Hem -Fir 8' SPF - Spruce -Pine -Fir ryo• 2" 9' oO� ,yap ey@F ? / J\ Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 1/4" 1 1' togetherand cause collapse if there is no diago. 1 1z, 2' nal bracing. Diagonal bracing should be nailed 3/4" 3' to the underside of the top chord when purlins 1" ?q• are attached to the topside of the top chord 1-1/4" 5' PLUMB I I I Truss De th -45° 12 ---I 3 or 9• greater xstazo AN lateral braces lapped at least 2 trusses. Continuous Top 3hord Lateral Brace —� Required 10' or Great I Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 1 1z, 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 1 2" 1 8' 108" 1 2" 9' P I D(in) 1 I I Lesser of D/50 or 2" 1/4 Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 ±14 i :' L(in) L'(In) L1200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' BOW Length L(in) Lesser of L/200 or 2" L(in) ...... ::::: Lesser of L/200 or 2" L(in)t ��1J200 L(fq ',' 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1 /2 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circemstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 ®WARNING: Do not attach cables, chains, or hooks to the web members. 60° ME or less or less 'II;N,S a Tag Approximately Approximately Tag Line 1/2 truss length 3/2 truss length Line Truss spans less than 30. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with 4 the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line J WARNING: Do not lift single trusses with spans greater than 30' by the peak. Spreader Bar Toe In Spreader Bar Toe In Approximately '/z to V3 truss length Less than or equal to 60' Approximately 1/2 to 7/3 truss length Less than or equal to 60' In Tag Line Strongback/ At or above mid-heighl Tag Line Strongback/ SpreaderBar i. 0 Approximately i Y3 to 3/J truss length Greater than 60' 1 V3 to 3/, truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered profeEsional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood 16- Trusses, DSB-89, and in some cases determine that a wider spaciog is possible. truss of up of tru lateral Utsn Top Chord I LBT / w brace 401/ (GBV) LTo Chord GBV Ground brace diagonals (GBD) Ground brace o vertical (GBV) /L diia ala (GBD) Note: 2nd1 ro rosystem shall have adeq ee capacity to support groun( floor Backup ground stake 1 at floor I Driven ground stales "CAUTION: Ground bracing required for all installations. Frame 2 Typical vertical End Wal 51e attachment Plan �17- Blocking Ground Brace Verticals (GBV) I Grourid- brace tat rues of braces lateral (LBG) roup of trusses End brace (EB) r Strut (ST) Typical horizontal tie member with multiple slakes (HT) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 lb �V lb \,0c L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. imTOPDIAGONAL BRAC22 EMINIMUMCNGDEPTH CHORD TRUSS #trusses Top chord Up to 32' 30" 8' 16 10 Over 32'- 48' 42 6' 1 6 1 4 Over 48'- 60" 48" 1 5'1 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 lb �V lb \,0c L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two ' trusses. End diagonals ra a ssAilal for stability and must be du`lk on both ends of the truss system. =450 Attachmer Required 10 201me ?tea SPF�HF� 2� O.C. ot\el $ 3`L / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD Top chords that are laterally braceLbe ckle togetherand cause collapse inherdiago- nal ago- nal bracing. Diagonal bracing shoiled to the undersideof the top chord wlinsare attached to the topside of the d. All lateral braces lapped at least two End diagonals are'es nUai for stability and must be dup t on both ends of the truss system. =450 Frame 5 Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - 30' or greater Trusses must have lurr.- ber, oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL Continuous CHORD TRUSS Top chord Lateral Braci Required Top chords that are laterally braced can buckle togetherand cause collapse inhere isno diago- 10' natbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two ' trusses. End diagonals ra a ssAilal for stability and must be du`lk on both ends of the truss system. =450 Attachmer Required 10 201me ?tea SPF�HF� 2� O.C. ot\el $ 3`L / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD Top chords that are laterally braceLbe ckle togetherand cause collapse inherdiago- nal ago- nal bracing. Diagonal bracing shoiled to the undersideof the top chord wlinsare attached to the topside of the d. All lateral braces lapped at least two End diagonals are'es nUai for stability and must be dup t on both ends of the truss system. =450 Frame 5 Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - 30' or greater Trusses must have lurr.- ber, oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =45* I %JVVF Oe. -YO 0 [_ 6g, L I � Over 48' - /i 1 51 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir <:: Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. .. ........ ... .. . ........ S 01 T. . 10' or Greater Required ........... 105 1, SPF HF M Up to 28 2.5 7' 17 12 Attachment 3.0 6' 9 6 Over 42'- 60r— Required I 5' 5 3 Over 60' 310, xess A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine TOP CHORD <:: MINIMUM TOp CHORD' DIAGONALBRACE PITCH LATERAL BRACE:SPACING: (DBS SPAN .. ........ ... .. . ........ S 01 T. . ........ . . . . ..... Required ........... 105 1, SPF HF M Up to 28 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60r— 3.0 5' 5 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10" or Greater L Pe Attachment \ Required - 28, or rem JL- =a5° Frame 3 Topchords that are laterally braced can buckle togetherand causecollapse ifthere isno diago- nal bracing. Diagonal bracing should be nailed IV to the underside of the top chord when purlins are attached to the topside of the top chord. [MITI; 12 -� 4 or greater 4 ?'t s - �o GssPm(� oo Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. U-1 Over 32'- 5 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 J 4 Over 60' 1 See a registered professior•al engineer DF - Douglas Fir -Larch SP- Southern Pine HF - Hem -Fir SP= - Spruce -Pine -Fir A I lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 off I117IT I A S