The URL can be used to link to this page

Home My WebLink About041-640-0150 w I I I Um 041-640-015 STRANGE 991070 ? 3621 Lavar H. Sunvicse w Road, Paradi Contr: Jim Peppier !/ New single family --al��lav , i NOTES RESIDENTIAL, 041-640-015 99-1070 IT: STRANGE, Lavar H. , 3621 Sunview Road, Paradise Contr: Jim Peppler New single family I av s SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STAN DAR D,HOUSING LETTER ZA0 d iJ tg OFFICE COPY r ir Address t n i GAS Meter B DatV-Z � i C I Mete r By JOB FINALED (Date) Signature .5& 10, � �. INTER -DEPARTMENTAL, MEMORANDUM TO: BUILDING DIVISION, OROVILLE .�;v�Y FROM: �cy 7 l,.� ENVIR ql� .HEALTH, CHICO� DATE: RELEASE ENV. HEALTH HOLD ON BUILDING. FINAL FOR: OWNER NAME: _S� e. SEPTIC: WELL: APS: 041 -640 - 01S ADDRESS/LOCATION: commGVW-Ltd Mhnmooah+e mehold 1w' w• - - - - -- P.G. BOX 2377 DIVISION OF COLLINS PINE CO. PARADISE CA 95967 FIHGNE: 530-A77-4475 FAX: 530-A77-427° S ***REPRINT*** O L PEPPLEh/PEPPLER SHIM' TO: SUNVIEW RD PDS BY MARINA T13653 WEST PARK DR MAGALIA ICA 95954 PHONE: 530-873-2475 MOVIELE DATE INVOICE NO. dAit 1 7 /QQ (p3z A- ?L•"1FC�C�c, 1 CUSTOMER NO. TIME: LOADED: DEL: DATE: JOB `HONE SALESMAN CUSTOMER ORDER NO. DATE ORDERED DATE DELIVERED DELIVERY ADDRESS AQQ i1 io r ,T r rl0I; T F R -P:k QUANTITY ITEM UMBER UNIT DESCRIPTION PRICE AMOUNT 10 6313 LFT 3-1/8 X 13-1/2 GLULAM 10.000 8.040 EACH 80.40 0.00 ANON 80.40 5.83 86.23 -TAX MDSE. TAXABLE MDSE. SALES TAX MISC. CHARGE MISC. CREDIT GRAND TOTAL CASH RECD. ACCOUNTS ARE DUE AND PAYABLE ON THE 10TH AND PAST DUE ON THE 11TH OF THE MONTH FOLLOWING DATE OF PURCHASE. IF NOT SETTLED BY THE 15TH OF THE MONTH A LATE CHARGE EOUAL TO IYa% OF THE PAST DUE BALANCE SHALL BE ADDED TO THE ACCOUNT EACH AND EVERY MONTH UNTIL THE ACCOUNT IS PAID. THIS LATE CHARGE IS LIQUIDATED DAMAGES MEASURED BY THE TIME THE MONEY IS WRONGFULLY WITHHELD, PLUS ADMINISTRATIVE COST RELATED TO COLt�--CTING AND ACCOUNTING FOR THE LATE PAYMENT. SINCE IT WOULD BE IMPRACTICAL TO ESTABLISH ACTUAL DAMAGES BY ACCOUNTING PROCEDURES, BUILDERS SUPPLY AND THE BUYER HAVE AGREED IN ADVANCE THAT 1%% IS FAIR COMPENSATION FOR LATE PAYMENT. IF LEGAL ACTION IS INSTITUTED FOR COLLECTION, BUYER AGREES TO PAY REASONABLE ATTORNEY FEES AND COSTS INCURRED. ALL MERCHANDISE RETURNED FOR CREDIT MUST BE ACCOMPANIED BY THE ORIGINAL INVOICE. NO EXCEPTIONS. RETURNS WILL BE SUBJECT TO A MINIMUM 15% RESTOCKING CHARGE. NO RETURNS ALLOWED AFTER 30 DAYS. NO RETURNS ALLOWED ON SPECIAL ORDERED ITEMS. X I tMMS: Ntl GASH. NU UISGUUNI ACCEPTED AND GOODS RECEIVED BY 9TPPEMT P.O.BOX 2377 , DIVISION OF COLLINS PINE CO. PARADISE CA 95967 rIHOrIE: 530-877-x#475 FAX: :,30 -a77 -4z ***REPRINT*** S O L PEPPLER/PEPPLER SHIP,T0: D SUNVIEW RD PDS BY MARINA T 13653 WEST PARK DR I�Ior,ral Ta CA 9c9`4 DI•Inmi- c30-873-247 LOADED: NVU 1 DATE INVOICE NO. 09113811 nnr-r er CUSTOME AO. J J J J TIME: DEL: DATE: JOB PHONE: SALESMAN CUSTOMER ORDER NO. DATE ORDERED DATE DELIVERED DELIVERY ADDRESS �t Mme.+/In/QQ rw,lr-.T t rl.r" D Tcc QUANTITY • ITEM NUMBER UNIT DESCRIPTION PRICE AMOUNT -18 G318 LFT 3-1/8 X 18 GLULAM -18.000 10.660 EACH- -•191.88 18 G313 LFT 3-1/8 X :1.3--1/2 GLULAM 18.000 6.390 EACI- 115.02 FROM TAG DATED 08-17-99 0.00 -76.86 •-5.57 -82.43 NON -TAX MDSE. TAXABLE MDSE. SALES TAX MISC. CHARGE MISC. CREDIT GRAND TOTAL CASH RECD. ACCOUNTS ARE DUE AND PAYABLE ON THE 10TH AND PAST DUE ON THE 11TH OF THE MONTH FOLLOWING DATE OF PURCHASE. IF NOT SETTLED BY THE 15TH OF THE MONTH A LATE CHARGE EQUAL TO 1V,% OF THE PAST DUE BALANCE SHALL BE ADDED TO THE ACCOUNT EACH AND EVERY MONTH UNTIL THE ACCOUNT IS PAID. THIS LATE CHARGE IS LIQUIDATED DAMAGES MEASURED BY THE TIME THE MONEY IS WRONGFULLY WITHHELD, PLUS ADMINISTRATIVE COST RELATED TO COLLECTING AND ACCOUNTING FOR THE LATE PAYMENT. SINCE IT WOULD BE IMPRACTICAL TO ESTABLISH ACTUAL DAMAGES BY ACCOUNTING PROCEDURES. BUILDERS SUPPLY AND THE BUYER HAVE AGREED IN ADVANCE THAT 145% IS FAIR COMPENSATION FOR LATE PAYMENT. IF LEGAL ACTION IS INSTITUTED FOR COLLECTION, BUYER AGREES TO PAY REASONABLE ATTORNEY FEES AND COSTS INCURRED. ALL MERCHANDISE RETURNED FOR CREDIT MUST BE ACCOMPANIED BY THE ORIGINAL INVOICE. NO EXCEPTIONS. RETURNS WILL BE SUBJECT TO A MINIMUM 15% RESTOCKING CHARGE. NO RETURNS ALLOWED AFTER 30 DAYS. NO RETURNS ALLOWED ON SPECIAL ORDERED ITEMS. - — TERMS: NET CASH. NO DISCOUNT ACCEPTED AND GOODS RECEIVED BY Dec -30-98 03:58P Western Woods, INC. 5308948601 APA=VF40 Certificate of Conformance Certificate 054050 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 Timb.ef NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species P-02 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 gluefine bond quality. Q O %o, "( s SEAL � m u' f c,' �/j'•ti� V by tj - — Thomas G. Williamson Executive Vice President �P ENGINEERED WOOD SYSTEMS is a rotated co: nora!ion 01 APA _ THE ENGINEEPED WOOD ASSOCtAMN 701 t South 191h Street • P.U. ©ox 11700 - Tacoma. WA 988 11-0700 Telephone: (253) 565.6600 • Fax Number: (253) 565-7265 i Dec -30-98 03:58P Western Woods, INC. 5308948601 ENGINEERED WOOD -SYSTEMS: P.02 Certificate of Conforman' e Certificate_ 054050 THIS IS IS TO CERTIFY that. the glued laminated timber products identified with a collective m k of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable stand rds and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products —Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses A1TC 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. r. �•��,o W 0 00 ti O �= 0 s Z i SEAI. � m 14 ivil by— Thomas G. Williamson Executive Vice President ENGLVEERED WOOD SYS; EMS rs a retatQd co:po:a:ic» 01 APA _ Th IE ENGINEERED WOOO ASSOC!Ar1O.V 701ISou th 19th Svee: • P.U. ©ox 11700 • Tacoma. WA 98411-0 700 Telephone; (2531 565.6600 • Fax Numbe:: (253) 565.7265 ✓ = OIC 0 = Not OK = = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s MISCELLANEOUS w -1. Zoning Requirements -Setbacks -Easements `2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card 13=1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Braced Wall Panels 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances FINAL (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector Setbacks -Easements 6. Water; MH Test -Regulator -Connector Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval Pool Structure; Steel -Connections -Thickness Dead Men -Lining 8. Gas and Electricity Tagged Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert. of Occupancy Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 12. Permanent Foundation Only; License Decal Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK Not L Not Applicable • = Not Ready RESIDENTIAL (. Date erfloor (Plans) OK except #'s ng -Setbacks -Easements- od-Slope Ft -in; Soils-Elec. G -/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg. orches & Decks; Soils -Steel-/ /" Ftg. Depth to tills, Main; Steel- Blockouts-Wrapped Ste s, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab_S1aAl-WrannP.d &1Pie Fireplace Ftg.-Steel .W V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F as Pipe; Size Anchors -Yard aping; Size Test ew"Water Pipe; Test -Anchors -Regulator -Service Test 12. tric Underground Ckfo�P"rns & Ducts; Clearance -Material -Support -Ins. Girders -S' s -Anchor Bolts-Joists-Vents-Crippies c entilation Insulation Date Card B-1 / Date Card B-1 DateZV Card B- Date Card B-1 Date fPWQIBING (Pe tt) OK except #'s 1 tr. pjfff ccess- mbustion Air Baffle Water ipe; T nchor-Nail Protection 1 .; Test Fittings & Anchor -Nail Protection ShowW Pan; Test, First Floor -Tub Access esUub & Shower, Second Floor -Tub Access Sixe & Anchors Date , Y Card B-1 Date Card B-1 Date Card B• Date Card B-1 Date ECTRICAL(Per mit)_O" cept #'s & Switches at Doors 24. -Size Bo ,No. of Conductors Stapled �oniaiir nstalled Close to Edge of Studs & C.J. 7,oEquip. and made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI WSubfeoWire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI (21j�Jrange Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Ins fated a Neutral p Yes wo SeEyiee=Riser Conductors & Ground Main Disconnect p. Clearances Panels-Motors-Mech. Equip. CI e i hower Light -Spa Light 14,"Smoke Detector I 1A Date I ()-M -qQ Card B -1 y Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK e t #' ucts Insulation & o e n, Exhau above anon ti-t-onclensate Dr!!E& Overflow, Size & Grade 38. Furn a -V ccess-Comb. Air -Return Air Vent utlet 3L,Affic Access & Platform if Furnace in Attic jingle & Duplex) Date FRAMING (Continued) 46. H ers-Post Caps -Anchors -Connectors Cling. Joist-Rffr. Ties-Purlin-Roll B .-Tr -Shting.-Rfng. ace Ties or Typa,4414o.Eiroplace Throat Clearance Affi Cess; Size & Romex Pro tion -Draft S -Ins. Baffles Bdrm. Windows or Ex' ' oors-Sil Dim ns 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings Date/off -qj Card B-1LY13 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 56 4 Sits per Materials & Anchors !?.."Stucco 58. tills s -Nailing Spacing & Braces -Plates -Sound 59. 4 earing Walls over Girders & Floor Nailing 61. 62. 3. Dr op in Walls (rat proo Date j0 -9-{ Fire,Sto Furre eilin Stairs -Chasers Date c eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. H ers-Post Caps -Anchors -Connectors Cling. Joist-Rffr. Ties-Purlin-Roll B .-Tr -Shting.-Rfng. ace Ties or Typa,4414o.Eiroplace Throat Clearance Affi Cess; Size & Romex Pro tion -Draft S -Ins. Baffles Bdrm. Windows or Ex' ' oors-Sil Dim ns 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56 ailing Veneer !?.."Stucco 58. Mesh -Drip Screed -Fd. Vents-Underflr. Access Glaz4l-rrea-Glass Protelights-Plastic 59. Shear Walls Nailing -Bolts 61. 62. Bra terior/Exterior Wall Panels Insulation -Walls -Ceilings Infiltration -Walls -Windows Date j0 -9-{ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s &a"`E,x1. Steps -Door & Sidelight Protection -Landings 114"Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection edroom Exiting 6e,�0.1. & Bath Fixtures & Tub Access -Spa tr Clec. Trim & Subpanel, Breaker Sizes & Labels St irs & Rails ' eplace or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance EI . Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 75.1<,C. Duct in Garage -Damper 76'Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ig Garage; Above Floor-Mech. Protection Plb , Elec. & Mech. Equip. Listed for Location 7 lec. Receptacles in Garage (F.F.I.)-Romex Protection 7 nsulation-Foam-Looked in Attic 8 uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - §2. Following Insild.�pKe,5.Yef-_.-,�No/WalksZYes `] No/Planters'] Yes J No $Q!A.C. Unit Disconnect, Electrical -Plumbing 8_5.,4enjs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings at r Well, Disconnect, Electrical, Plumbing xte for Elec. Trim, G.F.I. Receptacle -Underground 8 enY ation Throughout House 89. ss Protection 9 Correctio from Previous Inspections 91. Ga' est -Meters Tagged, Gas -Electric 92 & Sewer Connected -C/O to Grade -HD Approval 9 . Ener ' Compliance Certificate -Other Certificates 94 ddress Posted Dat Card W7 Date Card B-1 Date Cardl!rlZ Date Card 8-1 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, plp,ase conta_gjAis office immediately. \1 c M1 Z Date i? 7 I l Inspector REV 10/92 Z �'"'"_�,1`'-`?"r`�'"7+a"�r:,C`ae,-•-'1'c"".,k@'.-j.S't),r.J"' ^iT`^-�"•v.�.y # 2 r .�• 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, :e 'r R. -.3 r. .r A F 4� Date 10 - /7 - t Inspector REV 10/92 %7 4 _....-° COUNTY OF BUTTE BUILDIN�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. ✓i _el t _ 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 , 4,o- ...c_ c7k/r — 4,276 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 rtaining his matter, or need additional explanation, please contact this office immediatety / r -u 5- r Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Driv Oro ' fe, CA • (530) 538-75 1 CO R rf. 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, Date REV 10/92 Inspector 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 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. COUNTY OF BUTTE '+ 4 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 ER 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. A91/ I Date Inspect•] / REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES, 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive e Ciroville, CA (530)538-7541 CORRECTION NOTICE 5 -io 70 OW ER PERMIT NO. X A routine inspection indicates that the following violations of butte county Ordinances exist at the T� above address and should be corrected. Please notice this office when correction of work is I completed. If you any hav,e�questions pertaining to this matter, or need additional explanation, a please contact !Nr6ffice immediately. 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 0 NER 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 96ntact this office immediately. t. w i,l J f ..i Date Inspector i rr REV 10/12 LOERKE INSULATION CO., INC. 3621 Sunview Number and Street �vft� County DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts INSULATION CERTIFICATE Paradise City � ll, „ �►__� Sri Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 b. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5/6.5" 4. RAISED FLOOR Material - Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness -(inches)-- DECLARATION inches)_DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R13/R19 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 Item #s Item #s Item #s Signature, Date LOERKE INSULATION CO., INC. nstallin Subcontractor (Co. Name) Or General contractor (Co. Name) Or Owner I alling Subcontractor_ (Co. Name) Or General Contractor (Co. Name) Or Owner Installing Subcontractor (Co. Name) Or General Contractor Co. Name)Or Owner COUNTY OF BUTTE - DEPARTMENT OF 1bEVEOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 8-7541 ' PERMIT N (Rev. 12/96) , APPLICATION AND�PERMITy�- ASSESSORPARCELNUMBER 041-64-0-015 ZONING BUILDING PERMIT OWNER LAVAR STRANGE TELEPHONE - SO. FT. OCC. BUILDING VALUATI 2492 . OWNERS MAILING ADDRESS 14001 GAENER LANE,864 U 15552.00 CONTRACTOR'S NAME JIM PEPPLER TELEPHONE 873-2479 652 8476.00 CONTRACTORS MAILING ADDRESS 13653 WESTPA CONSTRUCTION LENDER BUTTE COMMNITY BANKFireplace P 1500.00 LENDER'S MAILING ADDRESS CLARK ROAD, PARADISE Total Valuation 460096.00 ARCHITECT OR ENGINEER SAME/CONTR/DESIGNER LICENSE NO. I-56090_5 Filln Fee $ 20.00 Permit Fee $ 853.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 554.45 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1450.45 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 t USEOFSTRUCTURE SF CJX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 0 7.0070.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1 5 -nn TYPE OF WORK New Ek Addition ❑ Remodel,❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G 1 920.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 600V OR UE Main Service 200A0RLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.powER License Class f.-�R A.' A,Lic. No. ��i0 � � OWN WILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure'is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO TO 46.00 NEW CONST. DW OCUP. OCU OR ADDNS. ( a Acc. BLDS. SO 3.5¢x: 117 4 TI.OUTLET DT' .=T' =.EOSI 97,50 APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FaTUREs 20 Q ' 00 BAL o so Ex. Occup. ouT,E�°s"(RR9 D.c� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 160.45 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FEt S 61.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' ompensation laws of California, and agree that if I should become subject to the workers' co a sation provisions of section 3700 of the Labor Code, I shall forthwith c with those provisions. Date % �% '� nature of A p i n - ❑Owner Contractor [3 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 c CONST. 1867.90 �vpE TOTAL FEE $ � -- D. IMP .- o cDF p HD u This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. p By ! D to 2 1 PERMIT EXPIRES ON Dete Receipt No. �$ WHITE-D.D.S.-B.D. C NARY -ASS SOR PINK -I PECTOR GOLDENROD -APPLICANT ('trciF:i.M'� r.„:.t�•�,�„�ll;f;ti^;ir�•h�"L��.tidy-5'?t�l�'rr•�""-vi`'y'�`i1��.�,�ii��'"��'lcs t Y COUNTY O,F,,BUTaTE - DEPARTMENT OF DEV r t 7 COUNTY CENTER DRIVE - OROVILLE, CA] PERMITAPPLICA `.�t!Y'-twjF+i'.,Nw«..3'i�t•- _ .,Y �.. rti x.r..t. y PMENT SERVICES - B UILI?ING DIVISION ZNIA 95965 - TELEPHONE ( 0 38-7541 DATA SHEET OWNER: z ASSESSOR PARCEL NUMBER: • Proposed Building Use: Building Inspector: 5; A Date- + At time of permit application, I was advised the following data must be submitted prior to permit procesamJg and/or issuance: is { ih 4 ,; + Date Received B 1 All items hve been subrmtted.-----=------------------------------------------------------------------------------- 02 iR1 plans 3/4c sets signed by the prepaier of plans. ------------------------------------------------------------ C), ----------------------------------------------------------- Via❑ 3 Complete plans 3Y4 sets signed by the `p sparer of plans. ----------------------------------------------------- X114. En eered plans3/4-sets with wet signature on plans. All engineering must be shown on plans. -------- En rtruss Ener e details and layout m duplicate (required prior to plan review) No faxes! ------------------ eaed gy D sign Comphance and supporting documentation. ---------------------------------------------------- ❑7Sta ement of Intent for Non-Heated'arid A/C Buildings.--------------------------------------------------------- :. �. k ❑8. Hazatft&Material Form. --- „ - ------------------------------------------------------------------ � > u t- 1 tions including Tie Down Specifications .------------------ ------------------------------------------------------------ 9 114 anufactured Home data and installation instruc ` IWO. of $ 6/. 67 -A — --------------------------------------------------h� =------------------ pact fees as, shown on the attached schedule`------------------------ ----- -- _ California Department of Forestry plan approvgtg " ,_,-� -- - i- —4 -------------------- -- ❑ 13. Flood elevation certificate' `='=-"`-------- --------------------- ----------------------------------------------------- anitation and plot plan approval `L„ Health Department. ------------------------------------------- - ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- < ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ,rl . Planning approval for (A) Use: « (B) Parking: --- y. Contact Land Development about Improvements, 11Drainage, VLegal Parcel. - ---------------------- 1119. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1320. Pre -inspection for ” . required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ S-2b 9� �_ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024 Letter of signature authorization. ----------------- -------------------------------------------------------------- 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- — ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- (Date) 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- ' ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ - _______________ ❑30. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑ ail to c actor. _ Telephone 973 - Z cr 7.5 and hold for pickup at Dyt. offr ❑ Deliver with inspector. ` D \ Applicant- Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep ent, ❑ Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: os ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by hone, ❑ mail, ❑ Building Division counter, bat e: Contractor, designer, owner, was advised of the above required data by 11 phone, 13 mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 11Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building J i ion counter, by D te: Plans reviewed by: Date: Plans approved by: Date: —1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. k Note transfer by: Date: —L VAInAll rn—, - Tlv..o.+,.,o.,t ,fTlo..el .. e t c n ... u_--^.-_' -- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,r E.H. USE ONLY Plot Plan Attached aQ Floor Plan Attached Sent to B.D. 6 /ex✓ar SjrnKap Standfew Q4/ "G40- OIS Owner Location AP# Plan Approved for: Sewage Disposal Clearance for 4 b dwelling. Other Hold nal for: •Sexhc- Certif' Final clearance O.K. for: NOTE: Water Supply: Public 4 Private Well 6-23 - 91 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # ©e//— 6 YO- 01 PROPOSED BUILDING USE DATE 2-0 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... $ 1f4,o-7 -- evised Plan Checking Fee ....... $ CHOOL DISTRICT FEES Ord (p 'd at District Office) 3. HERIFF FEES (paid at Building Division) esidential ........ �_ x $360.00 Units Commercial (sq.ft.). . Sq.Ft. x $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $, #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 _(paid at Building Division) FIRE INSPECTION AND PLAN CHECK $89.00 aid at Building Division) Q!! 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 pe plication, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees mat belchangeouring the plan checking process. DATE d e9" Pursuant 4 G ernment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 73 S COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT -��7) ASSESSOR PARCEL NUMBER +— 0 41 - Le--p/S ZONING ��D BUILDING PERMIT OWNER cal o L Se� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ��S/ O` 4 K _ ` n S�/ V 1 �• COM R'S NAM TELEPHONE ' 3 - Lq 7c�_ 74- CONTRACTOR'S MAILING ADDRESS f /f CONSTRUCTION (ENDER LENDER'S MAILING ADDRESS . G ' & ! Fireplace t . Total Valuation is Q ARCHITECT OR ENGINEER LICENSE NO.�P [ Filing Fee $ 20.00 Permit Fee AI ARCHITECT OR ENGINEERS MUNG ADDRESS Plan Checkin Fee $ r BUILDING ADDRESS 2 Energy Plan Checking Fee $ .3, 6 $ PERMIT FEE $ , IDTNOLO SUBRIVISIONSNAME '- / me i PA� EL MAP PLUMBING PERMIT FilindFeej 20.00 USEOFSTRUCTURE SF, Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap /01 7.00 70. Solar or heat pump water heater 23.00 Water piping 15.00 ' (� Each as water heater or vent 15.00 TYPE OF WORK New,X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ `� Describe Work: ��H67�ZQ Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 _(� Mobile Home S G W @20.00 PERMIT FEE ELECTRICAL PERMIT I Fling Feej 20.00 Main Service 200A OR LESS 23.00 v1 L - � S� ' I / b D�►� �(7 r (� \\ IOcc 1 Main Service 20QA TO 1000A 46.00 NEW CONST. ( DWELLING OCCUR 3.5Q FT0. I'rJ OR ADDNS. 6 ACC. SLDS. NEWCONS MULTI.OU NON-RESID. TLEf @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FD=RES 20 O I'DD BAL @ .30 Ex. Occup. O EjF7S Ra OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : MECHANICAL PERMIT Fling Fee 20.00 Heating f `S' Cooling Hood 6.50 ta.s%G Ventilation t µ St) PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE ,AL FEE $ A, HAZ.D. FE IMP. FLOOD CDFd9AA ISSUE i This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the app Ici6le"provisions Resolutions to do work been pald. Date (Date) ReceiptNo..z6S%2,6 .Q f-_3 WHITE-D.D.S.-B.D. CAN Y -ASSESSOR 17 PINK -INSPECTOR GOLDENROD -APPLICANT AND WIIFS.N RECORDED MAIL TO: 'U74E COUNTY BUILDING DMSION "OUNTY CENTER DRIVE OICOVILLE, CA 95%5 - Candace J. Grubbs, Clerk -Recorder P"eQ, Er" 6C- • �' :r 1'� F.,..('�j./� EJ F 71'L {�(�•/`e^,'J,' `I / _ r /If? AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date July 21, 1999 PROPERTY OWNERS: Lime Saddle/Ridge Partnerst%, By: Richard. Strange 1��2Tit/F,e State of California ) County of Butte ) On—ice 91 1999 before me, Kristin Abbott personally appeared_ Richard Strange personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Signature Sem; KRISTIN ABBOTT COMM. 11092360 QN' �� NOTARY PUSUC-CAUFORNUI y / Q COUNTY OF BUTTE A.P. # ` �� j� Comm. Expires March 24. 2000 ORDER NO. BU -173938-2 VG DESCRIPTION: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN.,; THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 50, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00 DEG. 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG. 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST CONTINUED ORDER NO. BU -173938-2 VG PARCEL III: CONTINUED HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00 DEG. 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV• AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, ?04.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 19" EAST, 187.07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57" EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE (S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. School District A.P. Number Property Owner Property Location/Address BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) C7 Building Department No. Pisdiction: i I y """"''County --ur Subdivision �Zwk- Lot No. Residential Development ................................... ........................................... ...... ........................... Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................... *(No foundati6n inspection):: C6;;mercialfir@6str`lal" L J S g— New Addition (Including Exterior Roofed Areas) gg Building Depaltmenf Representative Date I r # IVIVVf rldflb IUVIUVVUU Uy JWIVUI UlbMUL rUr5QF1nU1J District Identification No. U,V 0009-1 V1 �v�taiSchool District certifies that Jkd (Appl cant) (Street Address) (Phone Number) (City) (State) (Zip Code) .4 N - has complied with the requirements of Resolution No. representing W7, square feet. 4 Imo, AA-,., K8'VVA--t-tK District Representative Paid by Check # Remarks: 2926 N L MITIGATION by payment of $ Date Notice:' You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 60 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging' the, imposition of the fees ip any court action.. If, subsequent to the Scho4lDistrict Represeritative 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 (CEGA): 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.As (10/98)dmm 44t r .. LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: 89 Loren Avenue Chico, CA 95928-7434 Address: -G-0 1-%' M e_ Sad ci I ie- K k parade S � AP#:t',�,20�/� 7111f I1vC. Job No: _ L.01- 50 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 L,ONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systei (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue Chico, % A 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. ❑ 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 sequence and end -for -end orientation are correct.- � f S s i -� GABLE END DETAIL SIRDNGBACK (NAIL TO LEDGEI (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2 -10d NAILS) (K ) SPACING FOF REFER TO SI PRODUCT ATI A35 IN FI I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (SI ) (M) 2X4 F.L. OR H.F. 12 OR / BTRSTRONGDACK BRACE \ 11 RIJNWALK BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH 69ACE W/2 -8d CCOMMIIN NAILS. 24MAX GABLE ENO .n -OUTLOOKER 3ID IPI) PEAK RATE TO MATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 82 MIN. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) HEEL PLATE 10 MATCH CON" TRUSSES. TRUSSES WITH PITCHED B.C. ALSO. (0) IpTION TO WEB PLAT M: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) - TDENAILED THRU CIIORO INTO WEB 6 PLATE MAX. WEB LENGTH Q IX30 2-0-0 1HRU WEB INTO CHORD ON ONE FACE 6-7-0 FOR A TOTAL OF 6 STAPLES. (PI), (Sl) 6 (HI) MUST BE PLATED. 13 2X4• 1 8-1-0 3X4• 13-6-0 (G) GABLE ENO DESIGN BASED ON 75MPH WINO I nin CVDI�CIIDC •D• AT A -7C CT uC AL1 O PLT ten. wuna. HEIC>fMi. TYP. Wave u n. v �.� . .. .a.n.• , . TPI -95\R Desi n'Criteria: TPI-95(STD Q Q Q O --WARNING-- IRUSSES REQUIRE EIIREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. RfFEN 10 NIB•91 (HANOLINO INSTALLINQ AND BRACING), PUBLISHED BY IPI (IRUSS PLAI[ 6-7-0 Q 13 O INSiilYlf. 6B] O'ONOFIO OA., SUI If 200. MADISON, YI 6]119), FOR SAFETY PRACTICES PRIOR 10 /[RfORNINO INE S[ FUNCilONS. UNLESS OI Nf AY15[ IND ICA I[O, TOP CNONO SHALL NAVE PROPERLY ATTACHED /2 Q O .T'J�� ALPME 1\BYIIO 'BA O SIRUCIUAAL PANELS, BOIIOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIEIIND. .!,IMPORTANT-- FURNISH A COPY OF THIS DIS ON 10 IN[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL MOt B[ R[SP ONSIBI[ f0R ANY DEVIATION FROM THIS DESIGN; AMY FAILURE 10 IX[ IAUSSES IN CO NF ORNANC[ YIIN 1►I; OR FABRICAI ING, HANDLING, SH IPP100 1 SIALlA1ION OR 0N: II 6 BETTER 1 15-6-0 ACING Of TRUSSES. IHIS DESIGN CONFORMS Y.IN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �• 15-6-0 S►[C'F "AIION PUBLISHED BY IN[ A."ICAN FORAND PAPER ASSOCIATION) AND IPI. ALPINE CONY MONS ARE NAD[ OF 20GA ASI" A6E1 OR31 GAL Y. SIE [L, fICEPI AS N01(D, APPLY CONOICIORf 10 [ACX FACE OF INUSS, ANO UNl[SS Of Hf RY15[ IOCAI[0 ON IHIS 0 SIGN, POSIIIOY CONN[CIORS PEN 1 1 DA AYINGf 170, 1[0 AND 160 A•F. AN ENGINEER'S SEAL ON IHIS OpAY1N0 APPI IFS ONLY 10 THE 0[SION OF 1111 IRUSS DEPICTED NINE A N 0 SHALE NOT O( Q....0 UPON IN ANY 0111(Q WAY. OUTLOOKER CRITERIA 3.5' MAX, TYP. IIOTCH N 24' 0. C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LLHGER GRADES MAX. LENGTH WITHDUT BRACING ( N ) MAX.I W/ STRO)IGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 /2 7-9-0 15-6-0 01 7-9-0 15-6-0 II 6 BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 TC LL 30.0 PSF TC DL 15.0 PSF DC DL PSF DC LL 0.0 PSF * TOT.LD. 50.0 PSF DUR.FAC. 1.15 SPACING REF R992 - DATE 03/19/98 DRW CDT 12 SEAN - 25450 FROM PDC 1 rt Job: DETAIL -92 ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER. PLATES, AND OTHER DATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 {A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING, MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A- ISUITABLEE SUPPORT BY ERECTION CONTRACTOR. MANY OF IHE BELOW MENTIONED BRACING TYPES MAY BE SUBSTITUTEON 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 "L" BRACE, SAME.GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER.. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 'PLTT JYP.— ALPINE m r'o n o c [a o C7 t� p C= O C-) 1= C� cm a t� o �ALPIN o o TRUSS o c'Y .-3 o c/ o v SEE ORIGINAL DESIGN FOR PRDPER OEIAENSIONS �`TAc,1 4j if �A►L� Rev 17.1e SCALE - 0 N*114PORTANTHHI1PIRE EIGI/EEMO PMOUCIS. PIC. Es TEBuI.r15e 1e1R�WE cAt[ WARNINGOP �VgL�` 'V�'f( TC LL 30.0 PSF REF R992--422 19111 PM &IV,10-n • fy'1 011101105 FMM IMS OMNI 0R I' ESE SR'CIFILAIIOI13. AlSf 0PACP4. SK MM -91 Of IPI. MERTHIS00ES100 14' TC DL i 55. 0 PSF DATE 06/28 FAILLSE TO BUILD THE TPUSS 3131L4 WIFOO51< WI 111 0918/ BF 111. g rn4 Son14C10Rs Are NAGE or 2ao4 mv. STEEL NCETIID ASIN 105 A07PP10114L SPECIAL PEON40E111 ORACIIJ9 R[ WMAEUTS. MASS O"FlitSe 1141GAIED FOP .'.• �, y PC OL + rJ . 0 PSF DRW CD)03 4141 CII I FIC -IFF AS 110118. IT" r CO ECTORS 10 tACO PAGE Or , MUGS Ara vA[!S OIIEM(SE CARD SHALL BE MEMIL1 BAACED 1111" MGM ryo, _1�Q139I5 BC LL 0.0 —� PSF -ENG FM LIXA1Eo a1 Inks O[Slr1L ►09111011 LY 4194040 PLYUOCO 71EAtHIK BOTTOM CHORD * 6 91 * I A✓ 0015ECI05S Pt1t CMAD4S 1374 150 C 1614-F. o[SP/11 /TAIVAPOS WITH PPOPE111 A11#0Eo RISIO GE11n4 -- KE TOT. LD. 50.0 5� . PSF Ca17[m II/APILICABLE /HOdISIaa or NDS S 111. AN lOOnet"•s XPINE 11c"Ilm LSV411 (7111011 FRI PSaPCP S CIY1� C � SEAt &I 1414 or 1N77 CIRUSS w �J'j. DUR.FAC. 1 • 15 In IML1. IAALL 14T If RELIED GPM III Nit OTWAOGAP OEstPI IO OEILI MUM; CMTAIC/ TOP Or�� L ! Y { ISPA91NQ 24. D" W --IPI (RJsS PLAtE 116g1oIE. IM - 19PI IIttJOIUL DESIGN SPECIFICA1L0H FOR 0200 @KIFMIION 11111SS BRACING/mOCKlm; V( [All 1111S DWG PRIPAIIto rRDII CUIII'111ER 111PIII ((DADS 6 nintu510115) SUBIIITIED BY IRUSS IIrR. TIlUGS BRACING/BLOCKING DETAIL (AT SUPPORT) r NOTE: BRA.C114G DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY &PACED. ATTACII Willi (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AIJD ATTACHED AT BOM ENDS 10 A SUITABLE SUPPORT DY ERECTION CONTRACTOR. I (M) IiEIGHr OF TRUSS AT SUPPORT. 1. n TRUSS (A (D) V �— VERTICAL WEB 'ING SECTION S -S (0) 2X4 II.F. 13 OR I3ETIER D AI CONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACH TO EACII OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOAIJ. BRACE MAY BE LOCATED ON EITIIER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REPQUIREO. 6 IN APPROX. 451 (BB) BLOCKING TO BOTTOM CHORD OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIORD. PLT.TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 •IRACI CA - 1 - R - O IAE MAINE %ARt HANDLING. INSIAMIC ARD O O O G�D•A(fit1to ull[II INAROLING INSIAIIIING/RILATION. AND BRACING). UBLISHED ITNTPI (IROSS ►LAI[ nslllllt, 311 o�oGflo oR„ sunt too. NADIsoN, v1 s3Flry. FOR SAF(IY PAACIIC(S ►tIOA w ►(AF.RMIIG IN(S( FUNCTIONS. VIl(Sf p�E sSID QQ' p�� Fy TC LL REF R421. O OIHIRYIS( INDICATED, TOP CHONG SMALL NAY( ►ROP(ALT AIIACIED O !IMPORTANT ►AI(l3, t0110M CNOAO SMAII NAI( A PNOPIRIY AIIACN(0 RIGID CitIING. ••IN►OAIANI•• 4a • "'ire c l� T C D L DATE 1/12/94 O FYUIfN A COLT Of IND DESIGN 10 1N( INSIALLAI101 COAINACIOt. Al►IN( (NOINEINED pI-� /MOONCIf, IEC. fNAll W01 1I AI f►01SIBl( f0t AIT 0(/TAI ION FMOM IVIS D(fICNi ARY O ~ a DC 61. ( L ) FAILURE 10 IYIlO It( ItOfflf IN COIF OANAICI If 111: OM FABRICATING. NAIOLIIG, SNIPPING, INSIAttAt ION OA �1 IAACIAG Of 1tYf3If. IVIS I _ LL O(SIGN CONFOANS WITH APPLICABLE PROTISIOAS OF MDS (NATIONAL 0(SIGN SIICIFICAIION ►UIIIfNID It IN( AMERICAN FOREST AND PAPER ASSOCIATION( AND IPI, AMINE CONIC 6� TOT LD. DRW 3,048,634 IOI3 AI( NAD( Of (Of.A ASI" AM GASF GATT. Still. EICIPI AS N0110. Atitt CONNECTORS 10RICK 1 1 \ US S 11{03ANO11{OtA`Ff OANI(10111EMCfIf(AINONTHIS .k \e• CIV O OIIYIICt("I IMIf(ONAYIIGPOSITION O O O A//IIIfCOMlfC1011NIIo D(SIOI 4p c %tE ON `.��,�`O� D U R .FAC . CA -ENG / CWC 01 TNI IN..1111,10 NINE AI. "All NOT 11 AMID UPON It ANY OINI1 WAY. 1 SPACING SEE ADOVE Job: TRUSS PROFILE (D) TYP. SETBACK] C :n THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. n If/ 24" 0 . FURRING # TRUSS PROPI LE WITH 40" O.C. FURRING 0 BIJILT-IN CkIPPLES (REMAINS IN PLANE WITH TRUSS) I - N6 HIP WITH FLIP I -PLY �f15 HIP HIFFLIP/q4 HIPP WITH FUR I -PLY q3 HIP WITH FUR I-PLY-SETOACY. --{ Il2 HIP WITH FUR I -PLY r- I—St1xL—_IJ41u� �. fll HIP GIRDER MAY � -QBE MULTIPLEMEMUER (8) POPLINS SPACED a 24'0.C. TYP. PERMANENT DIAGONAL GRACING ( CONTINUOUS 2X4) API)LIED TO IUPSIOE OF FLAT TOP (0) CRIPPLES SPACED 24' D.C. TYP. C111P.D BY ERECTION CONIPACIOR (0) FLIPPING & FLAT TC (SEE UUACfNG DETAIL) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE OP,IGI14AL DESIGN FUR LUMBER, PLATING AND UTIIER CRITERIA NOT SHOWN tIEPE NI HIP I MAY BE I JACK RAFTER RIGID CONNECTION'DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C -P195-1 FOR NAILING SPECIFICATIONS. O O O O O O O O O O O C= O f= O O C= O �ALPINE� o 0 0 TRUSS o 0 JACK l,AFTEP. BUILT-IN CRIPPLES (REMAINS IN PLANE o WITH TRUSS) 0° q6 HIP CHORD EXIENSIDN I -PLY (U) TYP. �� 115 HIP WITH FUR I -PLY �q4 HIP CHORD EXTENSION PLY �f� 93 HIP WITHFUR I -P -PLY /q2 MIP CIIUPD EXTENSION I -PLY (D) (B)Q NI HIP GIRDER MAY �-Ih��I \�--I \ / DE MULTIPLEMEMBER (D) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACIfSG (CIIN[INLIDLIS 2X4) v APPLIED TO IOPSIDE OF FLAT TOP (I)) CRIPPLES SPACED 48' O.C. TYP. CF111RD BY ERECTION CONTRACTOR (U) FLIPRING & FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN, s NI.IIE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER, CRITERIA NOT SHOWN HERE PERMANENT BRACING START UF- IUP CHORD FLAT TTIN' CIIDPD EXTENSION ( TYPICAL_ ) ( SLOPING TO FLAT) #1 HIP, REFER T ORIGINAL DP,AWIN FOR NUPE INFORM • SE DETAIL - SECTION A -A PURLINS START OF THE TOP CHORD (CUNTINUI]US> EXTENSION / / (SLOPING TO FLAT) ROOF SHEATHING JACK RAFTER L PEPMANENI DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT API'kl.)XIMAIELY 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)I NOTE: PEPMANENT UTAGIINAL BRACING NAILED TO IINOEPSIDE OF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT OF TUI) CHORD. (1F PLYWOOD SHEATHING IS PRESENT ON END'JACKS, AND JACKS APE PP.OPI:P.I_Y ATTACHED (SEE DETAIL] TO #1 HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT ql HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS -STILL P.ELIHIRED.) **IMP0RTANT**AL011E ENGINEERED PRODUCTS. INC. WARNING;AUSSES REQUIRE EXTREME CARE SHALL IDT BE RESPONSIBLE FOR ANY 1N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR (MESE SPECIFICATIONS. OR ANY BRACING. SEE HIB -91 BY IPI. SEE THIS DESIGN 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY iPl. FOR AOOITIONAL SPECIAL PERMANENT BRAGING RE ALPINE CONIIECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN OUIREMENTS. UNX_ESS OTHERWISE INDICATED, OROTOP W A4A6 GR 0 EXCEPT AS NOTED. APPLY CNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PPER O[ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SIEATNHIG. BOTTUH C11URD CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN SIANDAROS Willi PROPEPLY ATIACHE`0 RIGID CEILING -- SFE AT COHFOIU/ W/APPLICABLE PROVISIONS OF 1915 C IPJ. AN ENGINEER'S ALPINE IECINICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES FO ITE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11115 IN OKY, AND SNAIL NO; BE RELIED UININ IN ANT 0111EA WAY. - DESIGN 10 ILK TRUSS ERCGTION CONIRACIOI. •--11-1 - 11111:5 PI AIE 111:111111F. 1X15 - I:IRI HA110IIAI II(illill SPIC.IFICA111111 F011 W009 GRII:i Il111G11R11 Wit `51Q 'O ^. M '- ` Cryf1! it'd TC LL * PSF TC DL PSF BC DL * PSF BC LL If PSF TOT.LO. * PSF REF R427--35912 DATE 04/29/96 ORW CD1108 CA -ENG PBC ' OUR.FAC. SPACTNG NIPtvA.40TE1Z i- i I w T 24 G. Tel FAC- To P5�*G� PLAN GirNTER Jac K Tiz1�r I Rit�E P�.�� I ' I F P-wO'b for l.o.Yvtr• 121 cat'o� rc-R T�o�NIP � • pU�N w/ 5 �Ici= 1"".. - ...HIP TO RIDGE _ HIP TO HIP MASTER Q �i(I�pII)I,pl) • .. . B �lic(I.pll STANDARD' HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (916) 893-0112 ' Y NIPtvA.40TE1Z i- i I w T 24 G. Tel FAC- To P5�*G� PLAN GirNTER Jac K Tiz1�r I Rit�E P�.�� I ' I F P-wO'b for l.o.Yvtr• 121 cat'o� rc-R T�o�NIP � • pU�N w/ 5 �Ici= 1"".. - ...HIP TO RIDGE _ HIP TO HIP MASTER Q �i(I�pII)I,pl) • .. . B �lic(I.pll STANDARD' HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (916) 893-0112 ' 2X4 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFA STANDARD JACK DETAIL SPACING .. 24' 0 C OEFLECTION CRITERIA: 1.5X3 (LIVE LOW 1IAFTER SLOPES < 4: lZ - L/240 RAFTER SLOPES > 4:12 < 12: 12 - L/1110 CEILII•16 JOIST - L/240 RAFTETl \ L) IT IS TIIC RESPONSIOILiTY OF Tl -1E WILDING DESIGNER AND TRUSS FADRICAT011 TO REVIEW THIS DIMING PRIOR TO CUTTING la LUNGER TO VERIFY THAT ALL (IATA, INCLUDING DIMENSIONS I ANO LOADS, CONFORM 70 ME ARCIIITECTUIIAL.SPECIFICATIONS AND FADRICATOR'S TRUSS LAYOUT. ,2 T) MAXIMU14 CLEAR SPAN i.GX3 2X4 14E11-FITI STANDARD -IlEOUIREO IF RAFTCII NOT CEILING.JOIST SUI-1130FITE-0 AT ENO CEILING JOIST 5 1,00 RAFTER 'SLOPE 4: J2 nAF'TER SLOPE _> 4:J2 OUT < J2.12 LIVE LOAD (PSF) 16' 16 30 30 16 16 30 30 DEAD LOAD (PSF) 15 10 15 10 15 f 0 15 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15% 15% SIZE GRADE -44AX IM114 CLEM SPAN - - CEILING JOIST 5 1,00 PLATE-WAVE_TPI95 DESIGN CRIT=UBC [FM WARNINGII■ TRUSSES REOUIRE EXTR O BRACING. REFER TO HIB -91 IH O 1= O IOR TO PERFORIIINGTE INSTITUTE 3iHESEOFnIO FUNCT�OPERLY ATTACfEO STRUCTURAL PAN O O p p ILING. ■NIMPORTANTKN FURNISH PINE ENGINEERED PRODUCTS, INC. 1� I�ALPINEI= O SIGN; ANY FAILURE TO BUILD THE p NDLING, SHIPPING. INSTALLING A OVISIONS OF FUS (NATIONAL DESK PER ASSOCIATION) AND TPI. ALPII t=3TRUSS p EXCEPT AS NOTED. APPLY CONNECTOI p p 71119 DESIGN. POSITION CONNECTORS ACCEPTANCE OF PROFESSIONAL ENGINI O p p 0 0 0 DESIGN SHOWN. THE SUITABILITY Al OTY - i TOTAL - 1 ABRICATING. HANDLING. SHIPPING. INSTALLING LLING AND GRACING). PUBLISHED BY TPI ITRUS9 MADISON, W1. 53719) FOR SAFETY PRACTICES bTHERWISE INDICATED. TOP CHORD SHALL HAVE M CHORD SHALL HAVE A PROPERLY ATTACHED RIG IS DESIGN TO THE INSTALLATION CONTRACTOR.' RESPONSIBLE FOR ANY DEVIATION FROM THIS DNFORNANCE WITH TPI: OR FABRICATING, TRUSSES. DESIGN CONFORMS WITH APPLICAB )ON PUBLISHED BY THE AMERICAN FOREST AND ARE MADE OF 20GA ASTM A653 GREG GALV. GTE :E OF TRUSS AND UNLESS OTHERWISE LOCATED _0 ITY SOLELY FOR THE TRUSS COH PONENT FOR ANY PARTICULAR BU f1 •.C11101 ...... Ce l—, , tb• C WS "- r t* 6'4 iT REF R992-909 DATE • 01/1 DRWG CD100 CA -ENG ,Ig �C ...... PLATE-WAVE_TPI95 DESIGN CRIT=UBC [FM WARNINGII■ TRUSSES REOUIRE EXTR O BRACING. REFER TO HIB -91 IH O 1= O IOR TO PERFORIIINGTE INSTITUTE 3iHESEOFnIO FUNCT�OPERLY ATTACfEO STRUCTURAL PAN O O p p ILING. ■NIMPORTANTKN FURNISH PINE ENGINEERED PRODUCTS, INC. 1� I�ALPINEI= O SIGN; ANY FAILURE TO BUILD THE p NDLING, SHIPPING. INSTALLING A OVISIONS OF FUS (NATIONAL DESK PER ASSOCIATION) AND TPI. ALPII t=3TRUSS p EXCEPT AS NOTED. APPLY CONNECTOI p p 71119 DESIGN. POSITION CONNECTORS ACCEPTANCE OF PROFESSIONAL ENGINI O p p 0 0 0 DESIGN SHOWN. THE SUITABILITY Al OTY - i TOTAL - 1 ABRICATING. HANDLING. SHIPPING. INSTALLING LLING AND GRACING). PUBLISHED BY TPI ITRUS9 MADISON, W1. 53719) FOR SAFETY PRACTICES bTHERWISE INDICATED. TOP CHORD SHALL HAVE M CHORD SHALL HAVE A PROPERLY ATTACHED RIG IS DESIGN TO THE INSTALLATION CONTRACTOR.' RESPONSIBLE FOR ANY DEVIATION FROM THIS DNFORNANCE WITH TPI: OR FABRICATING, TRUSSES. DESIGN CONFORMS WITH APPLICAB )ON PUBLISHED BY THE AMERICAN FOREST AND ARE MADE OF 20GA ASTM A653 GREG GALV. GTE :E OF TRUSS AND UNLESS OTHERWISE LOCATED _0 ITY SOLELY FOR THE TRUSS COH PONENT FOR ANY PARTICULAR BU f1 •.C11101 ...... Ce l—, , tb• C WS "- r t* 6'4 iT REF R992-909 DATE • 01/1 DRWG CD100 CA -ENG ,Ig LIUH: LF TERM HIP DETAIL CONVENTIONAL FRAMING IS NOT THE IIESPONSIBILITY OF THE TIIUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEI< ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARD114G CONVENTIONAL FRAMING. (B) 2X6 block. Refer to table for minimum length. (W) King post web. Minimum size - 2X6. Refer to terminal hip drawing for lumber, plates and other data not shown here. ** Note: Nail values are given for "normal" values and are not adjusted for the various durations as allowed by the code. The quantity of nails may be adjusted as allowed by the code. V✓1VJ/\ CONNECTOR PLATES DESIGNED FOR GIIEEN LUMBEII PER NDS TABLE 6.10. M A X T M TI M R 17 A C T T n N LUMBER SPECIES C= O O O O T� O _� o Nails required Length of block I g' ALPINE ENG11EEPEO PDOOUCIS LIC. iR1SSE9 rEOUIRE EAInENE CARE *XIMPORTANTX* SHALL IDT BE IIESPDNSIDLE ran ANY WARNING T11 MA7LIN0. ERECTION AND DEVIATION Fadi IIESE SPECIFICAllON9 Oa ANY DEVIATION FIION BIUCIID.9EE 'Orf -78'. (SPACING N000 TRUSSE IRIS DESIGN d1 ANY FAILURE 10 BUILD INE TRUSS 10 CO/FODMICE Cd0E1rI)nY AND TECOMENDATId19-■IP1I . MI111 ilE 'f1UALIIT S1A1bATD OS108' BY TPI. ALPINE CdI1FCrd19 11119 LE9ION FOR A�Ii1dL1L SPECIAL PfR ADE NANUFACIUtO FIDN 20 GAUGE GALVANIZED STEEL ULESS NETIT rinAC1110 IEOUInn?EYlts. U+LEBO Ol1EnM OIIEnNISE S11OW MEETING IIEOUITIENENTS OF AS1N AUB GMDE A. Sl IMI. TOP Dow SIVILL BE LATERALLY BRAN MPIt CO/DEC10119 f0 BOIN FALT:9 AT EACH JOINI ANO LOCATE AS Nil11 PIDPFMV ATTACIED 1LYMOOD 91EATNIN SIIOMI. BEARING NIDTHS ADE 4' IMMINAL UA.ESS OTIEM SE SIDMI. MITON 01010 Mllll 111010 CEILING On OnACIr DESIGN 81ANOAIDS COW" M1111 APPLICAME PROV19Id19 Or AS SIEL'IFIED dl DF•98d1• GU NDI USE 11110 'los ""° .lPt lrcn' DESIGN Mlnl F1nE IErAroulr inR A1E0 LI1NOfn. F -.TPI - Ta199 PLATE INS111UIE. 1403 - IUTIGUAL DESId1 Sr•T:P.IFICAIIIII Fdl WDW Cd91MXTld1 60011 90011 120011 1700# F, L. 8/16" 12/20"-. 16/24" 24 136" It. F. 11/20" 16/24" 22/30" 32 / 42" SP T= 11/20" 16/24" 22/30" 32 / 42" Setback *T Setback is Span -- Mll SEAN-- 11793 FURNISH A COPY OF THIS DESIGN TO ERECTION C REV 15.3.3 SCALE = 0.2500 C= O O O O T� O _� o E= O O o o O O O O Cl O O O O O p p ALPIN O O TRUSS '� I= O o o C=3 ALPINE ENG11EEPEO PDOOUCIS LIC. iR1SSE9 rEOUIRE EAInENE CARE *XIMPORTANTX* SHALL IDT BE IIESPDNSIDLE ran ANY WARNING T11 MA7LIN0. ERECTION AND DEVIATION Fadi IIESE SPECIFICAllON9 Oa ANY DEVIATION FIION BIUCIID.9EE 'Orf -78'. (SPACING N000 TRUSSE IRIS DESIGN d1 ANY FAILURE 10 BUILD INE TRUSS 10 CO/FODMICE Cd0E1rI)nY AND TECOMENDATId19-■IP1I . MI111 ilE 'f1UALIIT S1A1bATD OS108' BY TPI. ALPINE CdI1FCrd19 11119 LE9ION FOR A�Ii1dL1L SPECIAL PfR ADE NANUFACIUtO FIDN 20 GAUGE GALVANIZED STEEL ULESS NETIT rinAC1110 IEOUInn?EYlts. U+LEBO Ol1EnM OIIEnNISE S11OW MEETING IIEOUITIENENTS OF AS1N AUB GMDE A. Sl IMI. TOP Dow SIVILL BE LATERALLY BRAN MPIt CO/DEC10119 f0 BOIN FALT:9 AT EACH JOINI ANO LOCATE AS Nil11 PIDPFMV ATTACIED 1LYMOOD 91EATNIN SIIOMI. BEARING NIDTHS ADE 4' IMMINAL UA.ESS OTIEM SE SIDMI. MITON 01010 Mllll 111010 CEILING On OnACIr DESIGN 81ANOAIDS COW" M1111 APPLICAME PROV19Id19 Or AS SIEL'IFIED dl DF•98d1• GU NDI USE 11110 'los ""° .lPt lrcn' DESIGN Mlnl F1nE IErAroulr inR A1E0 LI1NOfn. F -.TPI - Ta199 PLATE INS111UIE. 1403 - IUTIGUAL DESId1 Sr•T:P.IFICAIIIII Fdl WDW Cd91MXTld1 pQ�aW C �` p� .ApL�j A V �•� 1 � 6�12� � - iI ! CI,V�� Q� �l�TE OF C�`�� DESIGN CRIT: UBC REF 58425 -LF TC LL 1�I • .0 PSF TC DL . O PSF BC DL _O PSF TOT.LO. . 0 PSF DATE 01/IJ/90 DRWG CD10`�. CA -ENG CWC/a'�i.v 0/A LEN. dF DUN. FAC. Ti PITCH 8.0112 SPACING It TYPE DETAIL (rtrr-JIM rtrLtN I LUI ou - I1 Ttirzotl a-" TOP CHORD 2x4 DF -L #1 „1-3 BOT CHORD 2x4 DF -L $1 a WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED -ON -MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1#1 HIP SUPPORTS 8- 0. 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 72.00' OC. PLT TYP nao unaa rncrnnc u,rnarn. wnr v.cn }av aaAnaF � .•. 2 Comp-1,e-te :Trus-ses—R-equ red NAILING SCHEDULE: (0.131x3.0_g_nalls) 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. 10 PSF BC LIVE LOAD PER UBC. 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 2.00 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 DWG. CD110, SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. W4X40W3X4= W3X8= W3X6im W4 X444- W1.5X48 W5X4(A2) a HS2512 a W5X4(A2) a 8-0-7 20-3-1 7-8-8�z �--- �, - v —36-0-0 Over-2-Supports- R-2850 ver2-Supports-R-2850 W-3.5' R-2739 W-3.5 A fah Stren th Wave TPI -95 Desi n Criteria: TPI STD CA 1 - - F e - / ALPINE AIpi— FDginaend Products, Ino. SeaatnaltD, CA 95828 -WARNING 'S TRUSSES !EOUIRE EXTREME CARE 11 fAIRTCATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFE0. TO NIB -91 (NAHDLIR6 INSTALl11lG ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE 1tlSTITUTE. SBI 0 NOFR ID 00.., SUITE E00. MADISON, 91 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING ?VISE FUNCTIONS. UNLESS OTIIE0.YlSE INDICATED, TOP CHORD SMALL NATE PROPERLY ATTACHED Q�-� W. y TC L L TC DL 1 6.0 PSF 10.0 PSF REF - - DATE 0 STRUCTURAL PANELS. BOTTOM CHORD SMALL SAFE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOA. ALPINE ENGINEERED Apr 3O ' 99 BC OL 7.0 PSF DRW CAUSR427 9911 PRODUCTS, IBC. SNAII NOT BE RESfOYtIBIE 1. AHT DEVIATION FROM THIS DESIGN: ART FAILURE TO 58005BUILD . CA -ENG A E B / GWI (NATIOp LINSTALLING BRACINGOfTRUSSES. COTHISNOE518N1TS CONfoRMSYITH APPLICABLE PROVISIONSSHIPPING. DESIGN P. 0400 BC L L' 0.0 PSF PI. ALPINE CONI( CTONSSPECIFICATI ARE MMADEON SOFOIOGAIf IASTM A653 GR40ME AMERICAN RGALV. STEEL. 110EEST AND PAPER S➢TIASiVOTED.O TAPPLY CONRECTORS 0 * TOT . L O . 33.0 PSF S E ON - 10564 EACs f►tE 0► T0.05S, AND9Rl(SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORANINGS 160 A•1. THESIAL ON THIS DRAYIR6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERI RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITABILITT AND USE OF THIS CAC. p 4% OUR. FAC . 1.2 5 FROM K D SPACING 2 4.0 " COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OP THE BUILDING DESIGNER, PER CACI ANSIITPI 1.1995 51CTION Z. EPP-JIM PEPLER / LOT 50 - T2 N TOP CHORD 2x4 OF -L #1 c''BOT CHORD 2x4 OF -L #1 o WEBS 2x4 OF -L Standard �jPLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. -; 10 PSF BC LIVE LOAD PER UBC. 0 0 0 z W2.5X4 o W3X60 W1.5X4� 6 r - E -s o ' 0 x P1. _ A w nG W2.5X4 ,.z W4X4(A2) c7 <z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. —(A)-CONTINUOUS -LATERAL BRACING EQUALLY_ SPACED_ ON MEMBER. I IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC A BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6m �A)� r(A>) W5X8- 1_� W3X6-,�s \\6 W1.5X40 W2.5X4 Em 13.. 18-0-0 18-0-0 Q; +8-0-0 W4X4(A2) e 36-0-0_Over 2 Supports R-1296 W-3.5' Tl�)Alh y 3O PLT TYP Wave TPI -95 Desion Criteria: TPI STD `? CA/ -/l/-,- - �%� dm—_, I R )75"/Ft. r,52267 0/99 DRW CAUSR427.99120012 CA -ENG AEA5t6WH - SEON - 105&9 FROM KD •YARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ARD BRACING. REFER TO NI8•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TROSS PLATE Oy. W. ti TC LL 16.0 P S ' INSTITUTE, S83 D'ONOFRIO DR.. SUITE 200• NADISDA. N1 $3719). FOR SAFETY PRACTICIS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE. TC DL 10.0 P S F STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT-- FORK ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Apr 3O ' 99 B C DL 7.0- PSF PRODUCTS, INC. SUALL SOT BE RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIGN: ANY FAILURE TO N 800b ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH 01; OR FABRICATING. MANGLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIDYAL DESIGN BC LL 0.0 P S F SP EC 1,IC:AT10: PUBLISHED IT THE A"(BICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE RACE Of FOGA ASTM AM CR40 GALV..STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT.LD. 33.0 PSF ' e',, ,,,,,�,R ^`�� CA 9 ,�" EACH FACE OF TRUSS, AHO UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION CONNECTORS PLR ORAYINO3 18D A•2. THE SEAL OR TR15 DRAWIUG INDICATES ACCEPTANCE OF PROFESSIORAI EIGINEERiNG R[SPONSIB IIITY SOIEIY fOR THE TRUSS COHPON[NT DESIGN SHOWN. THE SUITABILITY ARD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIFTPI 1-1995 SICTION 2. �/• CMf- '9 �C)F OUR. FAC. 1.25 SPACING 24.0• R )75"/Ft. r,52267 0/99 DRW CAUSR427.99120012 CA -ENG AEA5t6WH - SEON - 105&9 FROM KD (P.EPP-JIM PEPLER / LOT 50 - T2A TUP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. (T) 779# NON -MIND UPLIFT AT BRGS. ** THE MAXIMUM HORIZONTAL REACTION IS 5000# ** THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. (A) -CONTINUOUS LATERAL BRACING EQUALLY SPACED 0 MN EMBER DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 140.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W3X6= _T_aA VV -FAD (FIC) I-- W3X6 m (T) - 0-5-0 +8-0-0 W4X6(B1) m L� 18-0-0 I 17-10-6 I fE35!107- COver Continuous Support R-69 PLF W-35-10-6 -+�� RhPI Plf OVER 35-10-6 SHEAR MALL Note.: All Plates Are W1.5X4 Except As Shown.® �, PLT 7YP. Wave TPI -95 R Design Criteria: TPI STD1 reA-n�k �I ••WARNIND•' 7RUSSE3RE0U11( EFTRENE CARE IR FABRICATION, HANDLING, SHIPPING. INSTAItIRG AND BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS D'OWOFRI0 DR., SUITE 100, MADISON, WI 57119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPOSSISLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO Ba III THE TRUSSES IW CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPIN6, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF SOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GRMO DALY. STEEL, EICEPT AS NOTED.. APPLY CONNECTORS TO EACH FACE OF TRUSf, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMNECTORt PER DRAWINGS 160 A•1. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products. Int RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaCn=CnjO .CA 95828 COMPOHEH7 FOR96 ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI1.1995 SECTION 2. funw "� rc 28 199 BC DL 7.JPSF N . 8 5 BC LL 0.0 P * TOT. LO. 33.0 PSF 1 DUR.FAC. 1.25 op SPACING 24.0" Scale -.1875"/Ft REF R427--97396 ATE 06/28/99 b*. CAOSR427 99179059 CA -ENG AEB/GWH N - 38393 z N C70 co Ca Cn .P� a - cc 'v i� IA r b 'z Lz] z c-� z LTJ m Palm v PO 0 v c n w C-1 Co N o N I r (P.EPP-JIM PEPLER / LOT 50 - T3 HIP GIR TOP CHORD 2x4 DF -L #18Bet. :T2 2x6 DF -L #2: :T3 2x4 OF -L #1: BOT CHORD 2x8 DF -L SS :82 2x8 DF -L #1: WEBS 2x4 DF -L Standard :Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT FLoAos x nIMFNsrnNsl SIIRMITTFn Rv TRUcc WR 2 Compl e-te_ Tr_usses-Requlred- 1 NAILING SCHEDULE: (0,1310.0_g_nails) z TOP CHORD: 1 ROW 0 12' o.c. N BOT CHORD: 1 ROW 0 4' o.c. m WEBS 1 ROW 0 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IRE ISD' CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHHORD: BEARING BLOCKS: NAIL TYPE: 0.131X3.0_g_nalls SIMPSON HUS26 FOR11048# CONC. LOAD. BRG X -LOC #BLOCKS LENGTH/BLK JNAILS/BLK SIMPSON LUS26.FOR 725# CONC. LOAD. 1 12.000, 1 12' 13 I CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-PT99. NOTE: FOR ADDITIONAL. DETAILS REFER TO DRAWING 8139. ADDITIONAL LOADS BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. y r• ------(LUMBER OUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) BC - From 6 PLF at 0.00 to 6 PLF at 12.00 z LTJ BC - 1048 LB Conc. load at 2.00 W4X4(R) UI l� C - 1048 LB Conc, Load at 4.00 BW1.5X4111 W8X12 m1 �� z BC - 1048 LB Conc. Load at 6.00 W8X12 0 � BC = 1048 LB Conc. Load at 8.00 z BC - 1048 LB Conc. Load at 10.00 W6X4(R) ® T2 W3X6 a m BC - 725 LB Conc. Load at 12.00 70 Ili 6 r- rn BC - 725 LB Conc. Load at 14.00 1 6 a BC - 725 LB Conc. Load at 16.00 T3 -v BC - 725 LB Conc. Load at 18.00 x BC - 725 LB Conc. Load at 20.00 0 BC 725 LB Conc. Load at 22.00 W3X8 pl C-, BC - 725 LB Conc. toad at 24.00 ,_..3 BC - 725 LB Conc. Load at 26.00 � / r �8-0- 10 PSF BC IlvE LOAD PER UBC. W3X4(Al) a W3X14w W4X4-C W10X101� W5X4(R) UI B2 W6X4i �4 W5X8- W3 X4 (A1), 12-1-12 L� 11-6-7 I 5-5-1 I 11-0-8 28_0-0. Over 3 supports R-2030 R-8621 W-3.5'" �$ ®/ R-2310 N-3.5' Rh --22'D - �T`1 z //�� o PLT TVP. Wave TPI -95 Desi n Criteria: TPI STD CA/ -/I - - S �lte -.25'/Ft. w 'HARMING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOI INS, SHIPPING. INSTALLING ANO ''RACEtS. REFER TO HII-11 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �Q w TC LL 1 6 . • j� F 7 - - 9 7 380 INSTITUTE, HES O;ON01RT0 DR., SUITE 200, MADISON, NI 59119), FOR SAFETY TY PRACTICES IR ION i0 � 7 T C O L 10.0 PSF D 6 / 2 8 / PFRfORHIN6 THESE FUNCTIONS. UNLESS OTNERYI SE IIDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUNAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Jun 28 1 99 - -IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,BC OL 7. U PSF W CAUSR427 99179053 110DUCT5, INC. SHALL NOT 0[ RCSPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . C: BDDS 'P BUILD TO T0.USSES IN CONFOAMAH CC VETO TPI: OR FABRICATIRG. HANDLING, SHIPPING, INSTALLING AND A L P I N E BRACING Of TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGIM 0-2002 B C L L 0.0 PSF CA - E N k E B / G WH SPECIFICATION PUBLISHED 0Y THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20BA ASTM A653 6800 GALV. STEEL, EXCEPT AS NOTED. - APPLY CONNECTORS TOT.LD. 33.0 PSF SEQN - 16053 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �N,, RESPODRAWINSIBILITY 160 A•1. THE SEAL TRUSS ON SH15 COMPONENT INDICATES ACCEPTANCE OF PROFESSIONAL EN_C IBE..... Oyq C IV P D UR . FAC . 1.25 FROM KD IaO A95g2Ptod=la•IOC. COMPONE.TII ANYLPARTICULARELY FOR EBUILDINGOIS THETRESPONSIBILITY OF THE 801LOINGTHE IDESTY IGNER EPER THIS tcA" sBCramEXFe,CA958t8 ANriFTP1 I.1I95 SECT 'a. 1. �� SPACING 24.00 (P.EPP-JIM PEPLER / LOT 50 - T4 HIPSET BO�N7r L.nurtIT LX4 UI --L #1 T CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3-3. ADDITIONAL LOADS ------(LUMBER DUR-FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 16.00 to 6 PLF at 28.00 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 o W3X8s i THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRI)SS NFD ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 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 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(F1G.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. W2.5X4 = W3X4 o4 7-9 W2. SX4 W1.5X4 III W2.5X4 m W2. SX4 ® W4X4 (A2) W3X4E3 L*2-0-o.3AJ 6-0-7 16-3-1 5-8-8 1� 28=0'0 0 2 Supports R-1074 W-3.5' PLT TYP. Wave TPI -95 +a -0-0 S'cfl -.25-/Ft. 27--97378 AT `06/28/99 D CAUSA427 99179052 CA-ENW,8/GWH - SEON - 1-6051 FROM KO • Desi n Criteria: TPI STD •WARHING•• TRUSSES REOUIRE 117RENt CARE TU FABRICATION, HANDL HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO MIB•91 (NAVOLIRG INSTALLING AND BRACING), PUBLISBY TPI (TRUSS PLATE 143TITUTE, 583 D'OHOIRIO DR., SUITE 200. MADISON, N1 53719), FORSAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. W. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERIT ATTACNEO STRUCTURAL PANELS. BOTTOM CNORD SHALL HAVE �� TC 0 L 10 'PSF A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR Ci Jun 28 1 99 .0 ALPINE ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUlLO TBE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NAMOLIIB. SHIPPIUG, IUSTALLIRG AND B0.ACIRG OF TRUSSES, THIS N . C 58005 8 C D L 7.0 PSF - OESIGN CONFORMS NITS APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN 0.2002 .8 C LL ' 0.0 P S F FOREST AND PAPER ASSOCIATIOA) ARD TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALY. STEEL, EXCEPT eL,, y,,,,,_____' Alpinc P te' ' �a�DI°.CA95M AS NOTED. APPLY CONNECTORS T EACH FACE OF TRUSS. ARD UNLESS OTHERWISE LOCATED 01 THIS DtSIGH, POSITION CONNECTORS PIq CRAVINGS 160 A•1. THE SEAL 0U THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERG Itl[CNING CONPOMI1TRESPONSIB)FOBYANYLPARTICULARELY FOR EBUILDIRS 113 THETRUSS TRESPONSIBILITY OF THE BUILDINGDESIGN $MOWN.THE IDESGNIpStPia THIS AR3IJTPI 1-1995 SECTION E. * q� C' AnL_p. C� TOT. LD , 33.0 P S F D U R .FAC . 1.25 SPACING 24.0' +a -0-0 S'cfl -.25-/Ft. 27--97378 AT `06/28/99 D CAUSA427 99179052 CA-ENW,8/GWH - SEON - 1-6051 FROM KO (PEPP-JIM PEPLER / LOT 50 - T5 HIP MASTER 6' TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1,25) BC - From 6 PLF at 0.00 to 6 PLF at 12.00 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** -(A)'"CONTINUOUS LATERAL BRACINGEQUALLYSPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. W3X8o W3X8® W3X10B W4X4e 6r✓ �(A) } S(A) W4X6 A2 W4X4= W1.5X4 in W2.5X41= W4X4� ( ) = W3X8(81) a HS2512 e L D -V I o QI 1_ 6-0-7 I_ 16-3-1 1 5-8-8 I 28-0=0`Over 2_Supports R-1896 W-3.5' �� -� R-1854 W-3.5" PLT TYP. High Stren th,Wave TPI -95 Design Criteria: TPI STD "WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING, REFER TO 111 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN STI TOTE, 563 D'ONOFNIO OR.. SUITE SOD. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO fERFOR"I A6 THESE /UNt7 ONS. UNLESS SUITE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBL[ FOR AST OEYIATIOR FROM THIS DESIGN; ANY FAILURE TO NUILD THE TRUSSES IN CONFORMANCE WIT$ TPI; OR FABRICATING, HANDLING. SHIPPIHO. INSTALLING AND A L P I N E BRACING OF TRUSSES. TNI, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DES168 SPECIFICATION PUBLISHED BY THE ANERICAS FOREST ARD PAPER ASSOCIATION) ARD TPI. ALPINE CONNECTORS ARE MADE OF XOSA ASTM A663 6810 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -L. THE SEAL ON THIS DRAWING IRDICATES ACCEPTANCE OF PROFESSIONAL EN6XNEEAING Alpine EngineeredRESPONSIBILITY SOLELY FOR THE TRUSS COMPOAENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��' Inc. COMPOW E NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. W. Jun 28 1 Is k 0-0-0 400 .1875' Ft. TC LL 16.0 PSF PIREF - '--97375 TC DL 10.0 PSF D ANP 06/28/99 BC OL 7.0 PSF DRW Ca 27 99179051 BC LL 0.0 PSF CA -ENG AEB/GWH * TOT.LD. 33.0 PSF SEON - 16049 DUR.FAC. 1.25 FROM KD SPACING 24.0" PP -JIM PEPLER / LOT 50 - T6 TERM H TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x6 DF -L #2 :Lt Slider 2x6 DF -L #2: BLOCK LENGTH - 1.833' :Rt S11der 2x6 DF -L #2: BLOCK LENGTH - 1.833' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE. DUR.FAC.-1.25) BC - From 6 PLF at 1.29 to 6 PLF at 9.79 THIS TERMINAL GIRDER WITH 5-6-8 SETBACK IS DESIGNED TO SUPPORT TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 5-6-8 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS 2-0-0 OF LOAD SPLIT T.C./B.C. THE DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. CONCENTRATED LOAD FROM EACH HIP RAFTER IS 277#. W2X4 (Al) W3X6(C6) c 535# W4X4- W3X6(C6) = 5-6-8 5-6-8 f4= --1-1--1--0-0 ver 2 Supports, R-728 W-3.5" R-728 W-3.5" TYIC nun DOCOADCn COn11 rnYD11TCD IDDIIT /1 nAnC L nIYCA1CTYIDC\ CIIRMTTTCn NY T411CC NiD _ ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2X4(A1) m PLT TYP- Wave TPI-95Desi n Criteria: TPI S1 •�NARNING•- TRUSSES REQUIRE EITREME CME IR FABRICATION, NAHOLING. SNIPPING, INSTALLING AM BRACING. REFER TO 0I0•91, (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 603 D'OROFNIO DR.. SUITE 200. MADISON. NS 53719), FOR SAFETY PRACTICES PRIOA TO PERfORNING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IHGINCCRCO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TOC TRUSSES IN CONFORMANCE VITA TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACIIG OF TRUSSE 3. THIS DESIGN CONFORMS NITA APPLICABLE PROVISIONS Of NOS (NATIONAL OESI61 SPECIFICATION PUBL13HED BY THE AMERICAN FOREST AMC PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ME MADE Of 206A ASTM A953 GR40 GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND DOLE$$ OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PCE Alpine 160 A-1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL (15111191X6 e . 1pine Epginecred Probets, Inc RESPORSIDILITY SOLIIY FOR THEUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaC7a1T9R(Q CA 95926 COMPONENT FANI PARTICOlA0. BUILDING 15 iXE RFSP OY SIBILITY OF THE BUILDING DESIGNER, PE0. ANSI/TPI 1-1995 SECTION 2. -F6 +8-0-0 .-D W Jun 28 CN11- &®ACJ/ Ne, ' o CA - 1 - - F Sc.375" Ft. TC LL 16.0 PSF Rdg' 4Q -97393 TC DL 10.0 PSF DATE 06/28/99, BC DL 7.0 PSF DRW in SR427 99179058 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEON - 16055 OUR.FAC. 1.25 FROM KO SPACING 24.0" (P,tFF-JIM FEPLER / LOT 50 - T7 COM) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Lt Slider 2x6 DF -L #2: BLOCK LENGTH - 1.500' :Rt Slider 2x6 OF -L #2: BLOCK LENGTH - 1.500' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 0.29 to 6 PLF at 8.79 T 0-10-3 1 W4X4® W3X4® W3X4 (E3) IRZ W3X8(E3) ■ W3X4(E3) w W3X8(E3) M I_ 4-6-8 I 4-6-8INS I 1 -0.Ove� 2 -Supports R-325 W-3.5' R-325 W-3.5' T 01-3 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLT TYP. Wave TPI -95 Design Criteria: TPI STD •• WARN I MG-- TRUSSES REQUIRE EXTREME CARE 11 FABRTCATIOR. HANDLING. SHIPPING, IISTALLTAG AND BRACING. REFER TO HIS -91 (HAIDLIMG INSTALLING AND BRACING), PUBLISHED IT TPI (TRUSS PLATE TMST IIUTE. SNS O'ONOFll.. DR.. SUITE 200. MADISON. III S3119), FOR SAFETY PRACTICES PRIOR TO PERFOAMING THESE FUNCTIONS. UHL($$ OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILII6. •IMPORTANT- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER20 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E SUI LO THE 1ROSSES IN COMFORMARCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CO'FORMS WITX APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN SPECIf (CATION PUBLISREO BT THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE COMRECTOA3 ARE MADE OF 20GA ASTM A651 6A 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UHL133 OT 01 IV $E LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine EnglROEICd PXodmb. I= RESPONSIBIL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AAD USE OF THIS Q BBN�ID CA 95928 COMPONENT FOR ANY PARTICULAR BUIIOIIG IS THE RESPONSIBILITY OF THE BUILDIRG DESIGNER, PER ANSI/TPI 1.1993 SECTION 2. 1 +8-0-0 CA/ -/l/ - w 9l TC LL 16. F TC DL 10.0 PSF Jun 28 199 BC DL 7.0 PSF c Boos BC LL 0.0 PSF * TOT.LD. 33.0 PSF CfV►L DUR.FAC.. 1.25 SPACING 24.0° E-.375'/Ft. R427--97394 DA 06/28/99 C.' 'B ' 99179056 CA-ENG,AEB/GWH SEON - 16057 FROM KD z 0 W w b Co -vin r[rLGA / LVI *u - IC nir OL BUILDING DESI:NNECTION-FOR.ALL NER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSSES FRAMING FROM THE BOTTOM CHORD:VSIMPSON.LUS26.'-4SEE CATALOG C-98 ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 985 LB Conc. Load at 0.79 BC - 985 LB Conc. Load at 2.79 BC - 981 LB Conc. Load at 4.79 BC - 981 LB Conc. Load at 6.79 BC - 860 LB Conc. Load at 8.79 BC - 860 LB Conc. Load at 10.79 BC - 860 LB Conc. Load at 12.79 BC - 860 LB Conc. Load at 14.79 BC - 860 LB Conc. Load at 16.79 BC - 860 LB Conc. Load at 18.79 BC - 860 LB Conc. Load at 20.79 BC - 860 LB Conc. Load at 22.00 ****ADDITIONAL LOADS ON #1 HIP ONLY**** 10 PSF BC LIVE LOAD PER UBC. PLT TYP. Wave TPI - ALPINE 7 Alpine Engincemd�Pr�od Vis, IIS W3X6 W2.5X4 6 r W4X6 (Al) W5X12 W2.5X4 W Inca usu rncrnocu . ulcn .11— t ulncna venal . -2 Comp1 ete Trusses-Requ.i.r_ed—�) �PLATESD- E NED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (0.131x3.O_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. 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 2.00 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)I OR OWG. CD110 SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. W3X14 M W4X6 I, W4X12 H W 3 X 6 s W3X4 17-0-5 �1 1_ 7-0-7 _1_ 20 -6 - Tg -0-0 X6 (Al) a 34-1=0 Over 3 Supports_�4 k:�- 40, 0%, R-3885 W-3.51 *i- -R-1459-PLF-W-9-1-0� — R-3218 W-35 Desian Criteria: TPI(STD rAF-11F-F-i-F1: BCrain AFfix,M 'WARM IN6-- IAU33t5 RLUUIRL ELTREME GME IN PANRICATION, HAIDLIN6, 3HIPPlar.. 1N3TALLIMG AND B"ACIR6. REFER TO RIB •91 (HMOl1Yi INSTALLING, AND BMCIN6), PURLISn[0 BY TPI (t1YGs PLATE pt.DW, y TC LL 15.0 PSF IRSTITtlTE. 507 0'0110►R[0 OR., SUIT[ E00, MDI SOY, YI 53719). FOR SAFETY PRACl TOES PIIDR TO PERFORMING THESE FUNC710N5. UNLESS OTHERWISE INOICATIO, TOP CHORD SMALL HAVE PROPERLY ATFACMEO TC DL 10.0 PSF ST0.UC(UHAL PAXEL S. BOTTOM CHORD SeAll HAVE A PROPERLY ATTACHED RIC10 CEILING. I Apr 30 99 '•IMPDRTANT•- FURBISH A COPT OF THIS DESIGA TO THE INSTALLATION CORTRACTOR. ALPIRE ENGINEERED B C D L 7.0 P S F PR00UCTS. NIC. SHALI ROT B[ RESPOISIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , c Oo5 NUILD THE 7IIU55[S IB CONFORMANCE YIIH TPI: OA FABRICATING. HANDLING. SNIPPING. 1NsiAlIIHG AND BRACT N6 OF TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 005 (NAIIOYAl DESIGN P' p.pppp B C L L 0.0 P S F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 'LPI ME CONMECTORS ARE MADE Of TOGA ASIA A6$7 6140 OAIY STEEL, EICE►T AS NOTED. APPLY COYNECTORS * TOT . L D . 33.0 PSF EACH FACE OF TRUSS. AND UNLESS OTBERVISE LOCATED OY THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS CIAYTYG IMOICAT11 ACCEPTANCE Of PROFESSIONAL ENGINEERING ,O� �/` CML D UR FAC. 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS C.OWN T DES 10N SIOWA. THE SUITABILITY AND USE Of THIS . FOR ANY[CTIOYCFLAN BUILDING IS THE RESPONSIBILITY' Of THE BUILDING DESIGNER. PER SPACING 24.01 A�ONENTfTPI 3 REF 7 -- DATE ' 30/ DRW CAUSR427 9921 CA -ENG AES/GWH SEAN - 13470 FROM KD Lrcrr-OLm rtrLtn I LOT bO - T9 MONO HIP 8'SB TOP CHORD 2x4 DF -L $1 BOT CHORD ZX4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS —APPLY TO #1 HIP ONLY ------(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) BC - From 6 PLF at 0.29 to . 6 PLF at 11.50 i1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. W2.SX4 to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES O 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 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. C0110. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8o W2.5X4ta W1.5X4 W W2.5X4 M Le2-0-0IE - 11-7-12 Lr 8-0-7 1_ 13-9-1 I 21-9-8 Over 3 Supports -71 M R-781 W-3.5" R=2009 7 5' R-731 W-3.5' PLT TYP. Wave TPI -95 Design Criteria: TPI STD C 1 - 'I Scale —.25'/Ft. ALPINE Alp,.,�,,�,1 �6` �w8IN � �" ' "WARNING" TRUSSES REQUIRE EXTREME CARE T1 FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB.(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, 503 D•ONOFITO DR.. SUITE 200. MADISON, NI 55119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .'IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEIREO PRODUCTS. INC. SHALL NOT BE QLS000316LE FOR ANY DEVIATION FROM T015 DESIGN; ANY FAILURE TO BUILD THE TRUSSES 14 CONFORNARCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACINSPE IFG OF TRUSSES. THIS DESIGN CONFORMS WIT" APPLICABLE PROVISIONS Of NDS (NATIONAL DES OR CONNECTORS ION AREPMADE SOFOEOGATHE ASTH A653AMERICAN GR40FOREST SALV. STEEL. EXCEPT AS NOTED. TPI. APPLYALPINE CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL 01 THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGIWEERINC COMpOMEWTIFORLITYANTI►AR IOCAlt1LDlTRUSSR6 ISOINETRESPOtl51BI LITY OF T E BUILOIN610ES16NFRPER THIS ANSI/TPI 1.3995 secno. :.l ON,- THE SUITAB -7 C4 26 199 -B * tiy. CNIL a q��+ TC LL 1 6 . DL T C D L 1 P S BC DL 7. B C L.L 0 . 0 P F TOT . L D . 33.0 PSF F R 4 2 7 - - 97381 06/28/99 U 427 99179038 - E ^GWH S E 084 DUR.FAC. 1.25 FRO KD SPACING 24.0" ' (r.err-dln rtrLtK / LUI bU - IlU C TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W2.5X4%nA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. <-(A)-CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. _ } IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC A BC ® 72.00" OC. .DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W4X4- ^`." W3X4 H 2.5X4 7-5-7 -0-0 bN'Aoo W1.5X4 DI 18-0-0 1 3-9-8 I 21-9-8 Over 2 -Support R-723 R-706 W-3.5" PLT TYP. Wave TPI -95 —Design Criteria: TPI STD -WARN TRUSSES REQUIRE EITREHE CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACIRG. REFER TO MID -91 (HANDLING INSTALL INC AND BRACING), PUBLISHED BY TPI (TRU75 PLATE IN ST I TUTS. S0 3 D'OROFNl0 DR., SUITE 300, RADISON. W1 S3719), FOR SAFETY PRACTICES PRIOR TO PERFORNINO THE S( FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT-" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, INC. SNAIL 007 BE RESPONSIBLE f00. ANY OEYIAT[ON F0.0M TN IS DESIGN: ANY FAILURE TO 89ILD THE TRUSSES IB CON.ORMMCC PITH 7P1; OR FABRICATI NO. HANDl1Y6, SNIPPING• IRSTALLING AND ALPINE. BRACING OF TRUSSES. THIS DCSi6N CONFORMS WITH APPLICABLE PROVISIONS OF PDlN (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TDI. ALPINE (v CONNECTORS ARE MADE OF 20GA ASTM ABSS 6RlO GALT. STEEL, INCEPT AS NOTED. APPLY CONNECTORS TO t EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER DRAWINGS LBO A•2- TH[ SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEIRIRG Alpine EngmCaed Pladacte, Inc. RESPON SINIIITT SOLELY FOA iN( TRUSS COMPOME NT DE516R SHOYM. TOE SUITABILITY AND OSE OF THIS _ 9aCTN2nccEo, CA 95112$ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SEC710A 2. _T__l 1 0. P28199 C L �`h -Q16 N BC DL '17.94S-fBC LL 0. SF TOT.LD. 33.0 PSO DUR.FAC. 1.25 �rnLl SPACING 24.00 kale—.25"/Ft. EF R427--97382 QPT�, 06/28/99 AUSR427 9917904099179040 ,f NCa JD/GWH 116088 RN KD (Ytrr-J1P1 Yt1-LtM / LUI OU - IJUA TOP CHORD 2x4 DF -L J1 BOT CHORD 2x4 DF -L J1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) IBC- From 6 PLF at 0.29 to 6 PLF at 11.50 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. .n i. nAnc a niurmciOAICY cunwrun RY TRUSS MFR. ***'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** �(A)-CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4 Ea —1 6 W3X4T W2.5X404 7- -7 8-0-0 X4,01 lc2-o-oa1� 11-1-12 1 18-0-0 j— 3-9-8 J 21=9'8 Over 3 Support s - J R-518 W -3.5^R-782 W-3.5^ R-300 W-3.5" - PLT TYP. Wave TPI -95 Design Criteria: TPI STD Cw41:10- WARNING— - r ••YARNING— TRUSS[$ REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 111.11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE W. y I/STITUTE. 583 D`OWOFR IO 04., SUITE 200, NAOISOR. WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC1TONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED � T D L S STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JUIN 28 19 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE thatNEERID BC DL PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIOY FIOM THIS DESIGN; ANY FAILURE TO Nm C 5 A L P I N E 0GILD TME THOU IW COOFORHANCE WITH TF1; OR FABRICATING, HANDLIY6. SNIPPING. IRSTALLIR6 AND BIC 'LL P F BRACINfi OF INUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLIS"ID BT THE AMERICAN FOREST AND PAPER ASSOCIATIOR) AND TPT. ALPINE CONVECTORS ARE MADE OF 2OGA ASTM ASS3 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY COINECTORS TO f * TOT . L D . 33.0 IACtl FACE DF TRUSS, AND UNLESS OTHERWISE IOCATEO ON THIS DESIGN. POSITION CONNECTORS PER ,,,��,F ,,,E,,,,�,, DRAWINGS l60 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALESPOEYGINEERIRG AS}. IL DUR.FAC. 1.25 Alpine � '�� A 959 CL4,Inc. COMPONEITIF0A ANY PARTICULARPoo EBUILDINGUSS OIS THERESPONSIBILITYOF TBE BUILDING DESIGN SHOWN. THE DESIGNER.TY AND Ew THIS IS �.`� CPA , SPACING 24.0* $BaamEalgCA9S828 ANSI/TPI 1.1995 SECTION 2. Scale—.25"/Ft. REF R427--97395 Ifi6TE 06/28/99 ,,TRj CAUSR427 99179046 NG JD/ WH 16086 I""FROM- KD J PP -JIM PEPLER•/ LOT 50 - T11 MOD HIP 16 -SB NTOP CHORD 2X4 DF -L #1 c"1130T CHORD 2x4 DF -L #1 coo WEBS 2x4 OF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. --;IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO —rBRACE TC @ 24.00" OC & BC @ 72.00' OC. 0 o IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC ® 24.00" OC. f .�- W2.5X4 1� o /x T `.c�:3• 2-4-3 : a w +w z W1.5X4 I W2.5X4 .z w rs3 • z THIS DHG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS -_LATERAL BRACING EQUALLY SPACED ON.MEM8ER DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 s W3X4a WI.ax4 m W3X8= 4-'�? 7-5-7 8 0-0 W3X8a W1.5X4 M �--3 12-0-7 I 8-3-1 _11 -s -off 6 I I R-709 W=3.5" Apr 30 '99 No. 05 D• 02 in CA I- - TC'LL t&3D P F TC DL 10.0 SC DL 7.0 P F BC LL 0.0 PSF TOT.LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° —.25'/Ft. 7--52273 x/30/99 JtUN - i FROM K R-719 Q3 PLT TYP. Wave TPI -95 Design Criteria: TPI S1 tT --YARNING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SHIPPING. INSTALLING AND Q) BRACiN6. R[fER TO NIB•9) (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE C3 1NSTI7UTE. 693 D'ONOFRIO DR.. SUITE 200. MADISON. WI 63719). F011 SAFETY PR..PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BDTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O '•IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EBGINEERED M PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR AMY OEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRNSSIS IN CONFORMANCE WITH TPI: OR FABRICATIRG, HANDLING, SHIPPING. INSTALLIBG AND ai BRACING Of TRUSSES. THIS DESIGN CONFORMS :ITO APPLICABLE PROVISIONS OF RDS (NATIONAL ES 1614 �. ALPINE SPEC IFICATI DN PUBLISMED BY TNI AMERICAN fOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GRAD DALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN. POSITION CONNECTORS PER ORA: 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SDL ELV FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS m0 s_„�u� .. P B FAgill�tQ - ? COMPONENT FOR ABY PARTICULAR BUILDING 1S THE RESPOISIBILITV OF THE BUILDING DESIGNER, PER 95B�B ANSI/TPI 1.1991 SECTION 2. I R-709 W=3.5" Apr 30 '99 No. 05 D• 02 in CA I- - TC'LL t&3D P F TC DL 10.0 SC DL 7.0 P F BC LL 0.0 PSF TOT.LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° —.25'/Ft. 7--52273 x/30/99 JtUN - i FROM K IM rtYLtR I LOT 50 - T11D TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :W2, W10 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 180.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. ** THE MAXIMUM HORIZONTAL REACTION IS 5700# •* _ T 2-�4--3 (T) W74 W3X6<, WBX8e W3X8(R) RI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BV TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. (J) CONNECTION REQUIRED FOR THIS BEARING CONDITION. (A) CONTINUOUS -LATERAL BRACING EQUALLY SPACED ON MEMBER. (T) 2412$ UPLIFT AT BEARINGS DUE TO DRAG LOADS.. 1— 12-0-12 I 8-2-12 I 11-5-4 I -31:8:12-Over-2-Supports R-2947 —� R-240 W-14-3-8 RH-+/-402 PLF OVER 14-3-8 SHEAR WALL �40/�p Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD A - -J - Scale —.1875'/Ft. `YARNING•• TRUSSES REQUIRE ETTREME CARE IN FABII[ATt04, MMOLING, SNIPPING. IRSTALLIM6 AND A TC. LL 16. �S R427--97398 •BRACING. Rf►EI TO MIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NST 587 0' FR (0 DR.. SUITE Z00, MADISON, YI S3)19), FOR SAFETY PRACTICES PRIOR TO �� w y jFyyy`iii PERFORMING TNESE FUNCTIONS. UNLESS OTHE LAM 11OJCATID. TOP CHORD SHALL HAVE PROPERLY ATTACHED � w TC DL .1 P F E 06/28/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED 81610 CEILING. JUn 28 1 999 %M{A 0i0iii ",IMPORTANT-- FUNNiSM A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7. D P USR427 99179060 PROOUCIS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: 'ANY FAILURE TO N . C 68006 ALPINE BUILO THE TRUSSES 18 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIP►ENG, INSTALLING AND BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL OES16W 0-4004 B C L L 0 . 0 PSF - k J O / GWH SP EC IFICAT lGI PUBLISHED BY THE AMERICAN FOREST AND PAPIR'ASSOCIATION) AND TPI. ALPINE * TOT.LD. 33,0 PSF SEAN - 38399 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 DALY. STEEL. EECEPT AS NOTED. APPLY CONNECTORS T EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER t,,,.,� DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGRESPONSIBILITSUITABILITY AND IN[ERING GV1�, DUR.FAC. 1.25 DESIGN SHOWN. THE AIPI� F�$1000(0d PICMdI1C.18, �' COMPONE4I FOR YANTLPARTICULARELY FOR EBUILDINGTRUSS OIS TOETRESPONSIBILITY OF THE 801LOlIG DESIGNER. PfR THIS 41� W SBCLamaLb,CA95828 AD TPI I.199S SECTION E. C QF SPACING 24.0 '(REPP•JIM PEPLER / LOT 5U - 11z altr ntr AD ZD) _,1 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 b WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. -- BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. >, W4X W6X6(R) 41 W7X6(R) $ W1.5X411 uc nnc—cen toms rnuonTco TMDItT n nenl It nIIIFNSTONS1 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. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC & BC @ 72.00" OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. W1.5X4 in W4X4e3 W30_a W5X14- W2X41u I 4m T 1 1-.-930-0 I ul 8-0-0 14-0-7 4-3-1 13-5-4 R. 17-6-0 14-2-12 31-8-12 Over 2 Supports, J R�1047 R-1037 PLT TYP.'Wave TPI -95 Design Criteria: TPI S1 77 - "WARMING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAROLING. SHIPPING, INSTALLING AND 77 BRACING. REFER TO XIS -91 (HANOLING INSTALLING AND BRACING). PUBLISHLO BY TPI (TRUSS PLATE 73 INSTITUTE• S83 D'ONDFRIO DR.. SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TD ^-� PERFORMING THESE FONCTIONS. UNLESS DTHERMISE INDICATED. TOP CHORD SMALL HAVE PROPERLY -ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL RAVE A'PROPERLY ATTACHED RIGID CEILING- •IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DISIGN; ANY FAILURE TO BUILD I I TRUSSES IN CONFORNARCE IT TP1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND y+ B9ACIIG OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE31GN �. ALPINE SPEC IF )CAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE Q CORN ECTONS ARE MADE OF 2oGA ASTM A653 GR40 GAL I. STEEL. EICEPT,AS NOTED. APPLY CONNECTORS TO EAC: FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER DIIANINRS 150 A•2. THE SEAL ON THIS ORAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIEERIN6 !OC EO PIDduCIS. Ino -RESPONSIBILITY SOLELY FOR THE TRUSS COMPONINT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AlP SHcnrg0n ell dP odUC- COMPONENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSL9ILITY OF THE BIIl1OING DESIGNER, PER ANSITTPI 1-1995 SECTION 2. 1001 ®Jl/v q. Wh��1 Apr 30 '99 No. &3 05 TC LL TC DL BC DL BC LL Y6-10 P S P 10.0' 7.0 PSF 0.0 PSF * TOT. LD. 33.0 PSF civil- DUR . FAC. 1.25 �ap SPACING 24.0". -.1875'/Ft. --52275 /L30/99 CA -&KG SEON -, FROM KD 0 (P.EPP-JIM PEPLER / LOT 50 - T13 STEP TOP CHORD 2x4 OF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS -(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 0.00 to 6 PLF at 4.00 TW1.5X4 1 2-4-3 I ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* (A) LATERAL-BRACINGCONTINUOUS_EQUALLY SPACED ON MEMBER IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 BC @ 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180:00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 146X8:- W1.5X4 N W3X4m 1142.5X4 a W3X10 a W2X4 9 -13 4@ T 1-5-33 -0-0 9 1 l IH -0-0 16-0-0 15-8-12 17-6-0 14-2-12�� Eye -X31-8-12 Over 2 Supports R-1069 �` . - R-1034 PLT TYP. Wave TPI -95 Design Criteria: TPI S1 —WARNING •• TRUSSES REOUIRE EXTREME CARE 11 FABRICATION, HANDLING. SHIPPING, INSTALLING ANO BRACING. REFIR TO dIB•91 (HAIDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IOST ITUTE. S.3 D•ONOF110 OR.. SUITE 200. MADISON. N1 51119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UAL(SS OTHERHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPS; OR FAB R 1101111. HANOI[YG. SHI►f iH O. INSTALLING AND BRACING OF TRUSSES. THIS DE 5101 CONFORMS WITH APPLICABLE PROY1370M5 Of ADS (IATIONAL DESIGN SPECIFICATION PUBLISHED Of TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UALESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I'. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EX61REERING Alpine PrIIIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITARILITT AND USE OF THIS Seaamtawe CA odu COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 -1995 SECTION 2. e -.1875°/Ft R427--97383 06/28/99 AUSR427 99179039 G JD/GWH 16059 KD a r ^o z . ts3 Cz7 ;z Cn �0:3 d -v PO 0 Lw C= H Cn LA - i jx - �pVD W y Jun 28 1999 TC LL TC OL 'BC DL 05 10.0 7.0 PF FSF No. 5 005 EN m BC LL 0.0 PSF * TOT.LD. 33.0 PSF CNI1- DUR.FAC. 1.25 SPACING 24.0" e -.1875°/Ft R427--97383 06/28/99 AUSR427 99179039 G JD/GWH 16059 KD a r ^o z . ts3 Cz7 ;z Cn �0:3 d -v PO 0 Lw C= H Cn (KEPP-JIM PEPLER / LOT 50 - T14 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 0.00 to 6 PLF at 5.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC b BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4- W2.5X4 ® W2.5X4 ft W3X4,o 6 r 6 1 T I q W3X4� W2.5X4 s W2.5X4io W2.5X4 Tp W3X4 3X41a W06- T 2-4-3 1 1- 0 2- 0 W3X4 a W3X8 a -Q 1 13 -0 0 -- � "� W1.5X4 D W3X8® W1 `5X4 UI 0 0 W1.5X4 �� W2.5X4 m W3X48 -5-1-12----i l� 16-0-0 J- 15-8-12 I 5-3-8 I 16-8-8 T 9-8-12 '1 i` -"`31T8=12`Over-3-Suppo- rrts� R -e8 R-1166 W -3.5.R-860 &/� 4 0/ PLT TYP. Wave.TPI-95 Design Criteria: TPI(STD Scale -.1875'/Ft "YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AMD BRACING. REFER TO M111-91 (NAl10llN6 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D,ONQFRIO OA., SOITE 200, MADISON• Y1 S3111). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUKCTIONS. UNLESS OTM[RMISE INDICAI(0, TOP CHORD SHAH KATE PROPERLY ATTACHED �/L '7 T C L L d� TC DL REF R4 2 7 TE 06/28/99 STRUCTURAL PANELS. NOFTON CHOMO SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•• FURI[311 A COPY OFTHISDESIGN TO THE INSTALLATION CONT0.ACT04. ALPINE ENGINEERED •Pp000CT5, INC. $tlALL MOT BE AESPOHSIBIE FOR JU n 2B 1 9 BC DL (5:0 P F RW CAUSR427 99179041 A L P I N E ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SHIPPING. NAtI G OFO THE TT:USS[S1N COTNISNOESIGHITH TPI; CA COO 04MS WITMAAPPLICABLF P �, g 05 B C L L O. F E N G J D/ GW H OAISIORSN05 (NATIONALINSTALLING DESIGN SPECIFICATION PUBIISX[D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MAOf OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FAO( OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS OESIBH, PO31710R CONNECTORS PER TOT . L D . 33 . 0 PS SUN - 16061 ,,,..�,1 tno �p111C a 0�• INDICATE! ACCEPTANCE SU PROFESSIONAL ND ENGI HE ERNS 160 A•1. THE SEAL ON THIS OXACOMPONENT RESPOORAWINSIBILITY FOR USE THIS li'� lV1G(W DUR . FAC. 1.25 FROM KD Sauammin,CA93BZ8 COMPONENTIFORYANYLELY PARTICULAREBUILDINGO ISOTHETRLSPONS183LITT 01 THE BUILDINGITY DEMMER. PER AN 1.1985 SECTION 2. or SPACING 24.00 (P,EPP-JIM PEPLER / LOT 50 - T15 STEP TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES OESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) BC - From 6 PLF at 0.29 to 6 PLF at 9.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & 8C @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6a W2.5X40 W2.5X4 oa W3X64, W3X4 o 6 6 (— W2.5X4 4s W2.5X4i W 3 X 4 0 T W3X4@ W3X8� 1 �-0 'VO .0 2-0 W6X6 a W3X8 a W1.5X4 U0-0 W2.5_X�4(Al) = W3X4m3 W1.5X4 U W1.5X4 BI W3X4m 9-1-12--� L 20-0-0 l 9-3-8 -I 16-8-8 fE _35 -8 -12 -Over -3 -Support! R-400 W-3.5" R -1245-W-375" N PLT TYP. Wave TPI -95 Design Criteria: TPI S1 ' MARM(NC• TRUSSES REOOIRE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 8I8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6B7 O'OlOF0.10 DR ., SUITE 200, MADISON. YI S3119), FOR SAFETY PRACTICES PRIOR TO 'INFORMING THESE FUl[T IONS. UNLESS OTHER IE SE INDICATED, TOP CHORD SMALL HAVE PflOPF0.LT ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NATE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT— FIRRISN A COPT OF THIS 012169 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD THE TRUSSES 10 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF T0.YSSES. iN13 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIOYAL DESIGN S►ECIFICATIOM 'UBL13RE0 BY TME AMERICAN /0l(ST AN PAPER ASSOCIATION) AND TPI. ALPIYE comcrHRS ARE MADE OF (OGA ASTM A653 G140 GALT. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 09 THIS DESIGN, POSITION CONNECTORS PER fit,, DRAWINGS 160 A-1. THE SEAL ON THIS DAAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpin IinginEN7(:d Ploda(xs, IIID RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaL78II1BDtq CA 9SB2B t0MP0NElT FOA AHY PAlTlCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN 11 TPI l•1993 SECTION 1. S91`9 Jun 28 NII. C.$8005 R-860 CA/ /1/-/-/-/F �Sca'I TC LL 16.0 PSF R9Fj R4WZW TC DL 10.0 PSF DA BC DL 7.0 PSF DRW CA R427 WA BC LL 0.0 PSF CA -ENG ALfPbh TOT.LO. 33.0 PSF SEAN - 16067,, DUR.FAC. 1.25 FROM KO SPACING 24.0' REPP-JIM PEPLER / LOT 50 - T15A CARR EUr LKUKU ZX4 UF -L #1 BOT CHORD 2x4 DF -L $1 :81 2x8 DF -L #1: WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 0.29 to 6 PLF at 9.00 BC - 943 LB Conc. Load at 0.50 BC - 943 LB Conc. Load at 2.50 BC - 2000 LB Conc. Load at 4.00 W2.5X4 e W3X6� 6 r W3Mo, W6X4(R) %\ W5X8o W4X12(B3) 2-.p-0 W3X4= 44 Bi M12 Id )W3X48 �(H) 0 OW4X6re W4X4E3 r (g� # -12 -- J K-3033 N-3.S- W5X623 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** c IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 BC ® 72.00" OC. �. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ca co 10 PSF BC LIVE LOAD PER UBC. (H)RECOMMENDED CONNECTION FOR TRUSS T-3 FRAMING FROM THE BOTTOM CHORD: 4M� °N• SEE SIMPSON CATALOG C-PT99 (C)RECOMMENDED CONNECTION -FOR -TRUSS T-4 FRAMING FROM THE BOTTOM CHORD: SIMPSON, , HUS26.1 SEE SIMPSON CATALOG C-PT99 W2.5X4 0 1 15 /� �t�6 w2.5X4 ,ft W3X4atr W3X8® 1 0-Ol �� u 9-0-0 W6X6® W3XBg W1.5X4'GI 0-0-0. W1.5X4 M PLT TYP. Wave TPI -95 Design Criteria: TPI STD •WARNING— TRUSSES REQUIRE (ITREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND Ir +BRACING. RE, ER TO HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Nf INSTITUTE. 5B3 D-ONOFRIO OR.. SUITE 200• MADISON. WI $3119). F02 SAFETY PRACTICES P810L TO 1W." PEILFORA116 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HATE PROPERLY ATTACHEDSTRUCTURAL PANELS. BOTTOM CHORD SMALL HATE A PROPERLY ATTACHED RIGID CEIIING. •IMPORTANT•• TURN ISM A COPY OF To IS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUIIO TNI TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AIDS (NATIONAL DESIGN SPECIFT CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONI ICTORS ARE MADE OF 20GA ASTM A663 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND OIL($$ OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAVIN6f)60 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEENING l4I(1mC �&Frodum LSGRESPORSIB IL [TT SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .SBCTB[Omlo, CA 95828 COMPONEBT FOR ANT PARTICULAI BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER TPI 1-1995 SECTION t. CA 00"T, SIF TC LL � -v TC DL O� BC OL 7.OrP5F 8C LL 0.0 PSS TOT. LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' r -v z r� z z LzJ c» PO tri 0 -v 0 v T o cy Z 0 Scale-.1875'/Ft. 4, R�F R427 --97385R427--97385 �E 06/28/9906/28/99 -o ( CAUSR427 99179054' CA - NG AEB/GWH co L; $gQN - 16065 FROM KO. (PFPP-JIM PEPLER / LOT 50 - T16 STEP' TOP CHORD 20 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) BC - From 6 PLF at 0.00 to 6 PLF at 5.00 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUSMITTEO SY TRUSS MFR, ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** �-----(A)-CONTINUOUS-LATERAL _ _BRACTTNG-EQUALLY SPACED ON MEMBER IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 6 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 -TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. W7X6 (R) 10 i W1.5X4 N W2.5X4 m W3X60 � 6 6 r- W2.5X4at /"(A). M40 (A� (A� W4X4 a 3 T 1-5-13 0-0 1 Li W5X8 a 1-2-0 W41151 W1.5X4 M -0-0 m 4; W2.5X4(Al) xa W1.,5X4 U W3X41a W3X8e W2X4N _ f W H ss L. - S -0-0--J i 20-0-0 _1_ 15-8-12 _91 21-6-0 T 14-2-12 X35_8-12 Over 2 Supportst R-1410 W-3.5' R-978 PLT TYP. Wave TPI -95 Design Criteria: TPI STD WARNING•• TRUSSES [EQUINE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND Th /RACISG. ■EIER TO HIB•B1 (HANDLING INSTALLING AND BRACING), PUBLISHED 0Y TPI (TRUSS ►lAT[Ol,p W. y 11.... T1 TNtt. SB] D'OHOf410 OA., SUITE X00, NAD1301. 1t G3719). FOR SATETI PRACTICES PRIOR TO PF RIOANUG TRE SE IUICT]ONS. URlISS OTH[AWISE te01CAT[D. TOP CHORD SHALL tlAY( PROPERLY ATTACHED STNUCTNRAL PANELS. BOTTOM CNORD SHALL NATE A PROPERLY ATTACHED RIGID CEILING. - Jun 28 19 ••IMPORTANT-- FURIISM A COPT Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGIN[EREO PRODUCTS, INC. SMALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAIL00.E TO No: C d 06 BOILO TSE TRUSSES IN CONFORMANCE WITH TPI; u FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (RATIONAL DESIGN 0- 02 SP ECT FICAT 101 PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS AN[ MADE OF EDDA ASTM ABS] GR40 GALS. STEEL, EXCEPT AS NOTED. APPLY CONRECTOR3 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCAT[0 OR THIS DESIGN. POSITION CONNECTORS PCR OAAWII63 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Or PROFESSIONAL ENGINE[NING ATj, CML ,,1,,�.,�,L RESPONSIBILITY SDLELY foe THE THINS COMPONENT Of 3161 SHOWN. THE SUITAGILI[Y AND USE Of 7I IS aPinc Ingba00IOd �ac. I= COMPONEIT FOR ANY PMTICUTAR BUILDING IS THE RESPONSIBILITY OF INI BUILDING DESIGNER, FIR O Sacni Ro. CA 9SR28 A4311TP1 1.1995 SECTION 2. F Scale-.1875'/Ft. 1PSF REF P.427--97387 T,C DL :J + DATE. 06/28/99 -o BC ��SP DRN CI."5R427 99179042 BC LLn33 ��F CA-El•iG.: JO/GWH TOT. L0.PS Qin - 16069 _ OUR -FAC. 1.25 )Ipi•l i':0 SPACING 24.0' _ (PFPP-JIM PEPLER / LOT 50 - T17 HIPS TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 0.00 to 6 PLF at 5.00 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. W7X6(R) W3X6® W3X100 6 W2.5X4(A1) $ (WI 5X4 # W1.5X4 0 W3X6 N3X81-- L-1-5.-0-0 - ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 -t� W2.5X4 c W2.5X4 4B, _—T 6 W6X60 W3X8EE3 11-0 W1. 5X4 ui 16-0-7 8-3-1 21-6-0 _ 35 -8 -12 -Over R-1401 W-3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD •WARN ING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 0I8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO M. SUITE 200• MADISON, WI 53139)• FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANEL 3. BOTTOM CNO¢0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-" FURN136 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT NE AESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P Y N E BUILD THE TRUSSES 11 CONFORMANCE NRH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IFICAi[OM PUBLISHED BY THE AMERICAN FOREST Atl0 PAPER A350CIATION)AHD TPI. ALPINE CDINECTORS ARE MADE OF Zook ASTM A653 GRAD GALI. STEEL, EXCEPT AS YOTE 0. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING too ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING. Alpine Engineered Products, Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS 3ngluaealq CA 95$28 COMPONENT FOR ANY PART ICUL AO BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AR31/TPI 1.1995 SECTION Z. 11-5-4 =2-12 W1.5X4 to T 1 �30-0 1XI -0-0 c� C - Scale -.1875"/Ft. co w ® W. TCOV 1 ® REF R427--97388 J y TC DL 010 . GATE 06/28/99 .-d Jun 28 19 BC DL � PJT� RW CAUSR427 99179043 No. a 5 005 BC LL 0.0� 6A -ENG JD/GWH 171.3 TOT.LO. 33.0 PSF SEAN — 16073 CIV11. p DUR - FAC . 1.25 01 FROM KO ��caLI SPACING 24.0' (P.EPP-JIM PEPLER / LOT 50 - T18 HIPS 12 -SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L $1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 DF -L $1 WEBS 2x4 OF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. ADDITIONAL LOADS EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH BC From 6 PLF at 0.00 to 6 PLF at 5.00 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. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL.FRAMING. W2.5X4-o W3X86 W2.5X4In W2.5X4,it, - 143X6O W2. 5X4 a 6 6 W2X410 W3X6s W2.5X4m W3,X8ia W1.5X410 ' W3X6(A1) ® W3XlO- W1.5X4III W3X6 m W3X6(Al) Ua-5-0-0-i . 1- 12-0-7 I 16-3-1 1 11-8-8 40 0=0-Ov6-r— 2 -Supp R-1685 W-3.5' R-1243 W-3.5' PLT TYP. Wave TPI -95 Design Criteria: TPI STD gpf,%% CA - 1 - - F ••YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND LL 16.0 PSF BRACING. REFER TO NIB -91. (HANDLING INSTALL196 AND BRACING). PUBLISHED BY TPI (TRUS3 FLAT' INSTITUTE. $03 O'ONOFNIO OR.. SUITE 200• MADISON, VI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORNING THESE FURCTIOAS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED z{4� 1 0.0 P S F STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED KIGID CEILING. Jun 28 •-IMPORTAHT-- FURNISM A COPY OF THIS DE316H TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7.0 PS F PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO" THIS 013169: ANY FAILURE TO .D BUILD THE TROSS'S IW CONFORMANCE WITH TPI; OR PAORICATING. HANDLING. SHIPPING. INSTALLING AND NO 5 OO5 jp -1► A L P I N E BRACING OF TRUSSES. THIS 013161 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SX)0 j 8 0 P S F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE7. jyyj'' CONNECTORS ARE MADE OF IOOA ASTM A653 GR40 GALV_ STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T T .l.I . . 0 PSF EACH FACE OF TRUSS, AND UNL133 OTHERWISE LOCATED OR THIS DESIGN, POSITION CORRECTORS PER N�� DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CNI� D U R AC . TY AND U S Alpine F.nRulared !ll>5828A• tOMPONEATRESPONSIBI FORYANTLPARTICELY CUULARIBUILDINGTRUSS O ISOTHETRESPONSIBILITY OF THE BUILDINGDESIGN $NOMA. THE ] DESIGNER. (a 19X5 SKttHmmlD,CA95828 ANSI/TPI 1.1995 SECTION 2.� SPACIN ' 24.6�X Scale -.125"/Ft. REF R427--97389 a r b z rn t>`3 z c-� z Es3 Lz] lz7 0 0 0 c-3 H DATE 06/28/99 1-0 DRW CAUSR427 99179044 ; CA -ENG JD/GWH SEON - 16075 N FROM KD (P.EPP-JIM PEPLER / LOT 50 - T19 HIPSET 8 -SB) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :B1 2x4 DF -L #18Bet.: WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) BC - From 6 PLF at 0.00 to 6 PLF at 5.00 WM voT 6 (A)� W3X6 (Al) Ea I--- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A)-CONTINUOUS-LATERAL-BRACING-£OUALL-Y-SPACED-ON-MEM 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 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CDIIO. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. BUILDING DESIGNER 1S RESPONSIBLE FOR CONVENTIONAL FRAMING. W3XBa W3X8e W3X6a W4X4a W3X4a (41.5X4111 W4X6H HS2512 a W2.5X4 im W1.5X4 BI W3X4� � � 6 !(A)� V!V W4X4a 7-19 A W3X6(Al) in D Q 5 -0-0--,J ° i) L 6-0-7 _I_ 28-3-1 _i_ 5-8-8 40 -0 -0 -Over -2 -Supports R=1685 W-3.5" I��/S> WH-3.5' PLT TYP. High Stren th,Wave TPI -95 Design Criteria: TPI STD -WARN ING•• TRUSSES REQUIRE EXTREME CARE 31 FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 810.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D•ONOFIID OR., SUITE 200, MADISON, MI 55719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,*IMPORTANT" FON NI IN A COPY OF TDEGN HIS SITO THE IRSTAI LATIUM CONTRACTOR. ALPINE ENGINEERED P0.0DUCTS, INC. SN ALL Y0T eF RESPONSIBLE FOR ANY O[Y NATION FROM THIS OESS6M; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. NANDLIN6, SHIPPING. INSTALLING AND A L P I N E a$ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NO3 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 QALY. STEEL. EXCEPT AS NOTED_ APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,,,��,�,I a,AMINGS 160 A•1. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AlpineEn*&memd PTOd11C1B I= RESPONSIBILITY SOLELY FOR THE TRUSS CONPONEIT DESIGN SHONN. THE SUITABILITY AND USE OF THIS SaCXamcalo. CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOlIS161LITY OF THE BUILDING DESIGNER, PER AI SI/TPI 1-1995 SECTION E. 4 Jun No. ( W. .A}8-0-0 TOT.LD. 33 DUR.FAC. 1.25 SPACING 24.0" N - 16077 M KD - F Scale .1875" Ft 100 PSF REF R427--97390 yyT�(.' FG DL 40�0 F DATE 06/28/99 IBC D►` DRW CAUSR427 99179045 BC LL 0,' ei"� CA -ENG JD/GWH TOT.LD. 33 DUR.FAC. 1.25 SPACING 24.0" N - 16077 M KD Ir4rr-Jl M rtrLER / LOT 50 - T20 HIP CARR) TOP CHORD 2x4 DF -L $1 :T2, T3 2x6 DF -L #2: BOT CHORD 2x6 OF -L #2 :82 2x6 OF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LOADING PER TRUSS FABRICATOR (LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 52 PLF at -2.00 to 52 PLF at 6.00 TC - From 104 PLF at 6.00 to 104 PLF at 18.50 TC - From 52 PLF at 18,50 to 52 PLF at 42.00 BC - From 14 PLF at 0.00 to 14 PLF at 6.00 BC - From 28 PLF at 6.00 to 28 PLF at 18.50 BC - From 14 PLF at 18.50 to 14 PLF at 35.00 BC - From 20 PLF at 35.00 to 20 PLF at 40.00 TC - 425 LB Conc. Load at 6.00 BC - 1072 LB Conc. Load at 18.50 BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. (H)RECOMMENDED CONNECT ION -FOR '_TRUSS T-21 FRAMING FROM THE BOTTOM CHORD:T'SIMPSON HUS26." SEE SIMPSON CATALOG C-PT99 W3X6o% W04® W3X13 in 6 T2 82 W4X4e W2.5X4Ea W2.5X4III W4X6(Ai) W6X6E= THIS DWG PREPARED.. FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTEO.BY TRUSS MFR. -2 -_Complete -Trusses Required"-�) NAILING SCHEDULE: (0.131x3.0 -g -nails) TOP CHORD: 1 ROW ® 12' o.c. BOT CHORD: 1 ROW ® 12' o.c. WEBS : 1 ROW A 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.,' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W1.5X4 al W4X4= W1.5X4III W3X10b W5X6W3X6- � 6 T3 W4X6(A1) B 8-0-0 W3X4 is W4X4 ® W3X10 W5X6a UM2# 1- 6-0-7 _1_ 28-5-1 15-6-8 j rE40-0.0-Over 2 Supports R-2606 W-3.5" - � R-2596 W-3.5' PLT TYP. Wave TPI -95 Desi n.Criteria: TPI(ST ••WARMIN6•" TRUSSES REQUIRE EXTREME CURE 11 FABRICATION, ■ANDLING, SNIPPING. INSTALLING AND BRACING. NITER TD N19-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {I`/ INSTITUTE, SBS O'OHOFRIO OR., SUITE 200, MADISON, NI S3119), FOR SAFETY PRACTICES PRIOR TO � PERFORMING THESE FUNCTIONS. ORLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SRALI HAVE A PROPERLY ATTACHED 91610 CEILING. Jun 2B 1 9 •IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO C BOOS A L P I N E BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HARDLING, SHIPPING, INSTALLING AND BRAC INS OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL OISIG 0►2002 SPECIFIC1T 101 PUBLISHED BY THE AMERICA; FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of ROSA ASTM A553 GR40 DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS, ARE, UNLESS OTMERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 140 A•1. THE SEAL 01 THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL [HSI MECRING CIVIL a�, Pp,,&eercd ProdactG, IOC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 8BCl7�W. CA 95829COMPONEIIT FOR ANY PARTICULAR BUILDING IS THE RESPON31BILITY OF THE SUILDIWG DESIGNER. PER Qpca�t ANSIITPI 1.1995 SECTION 2. CA - 1 - - - F Scale -.125"/Ft. L 16.0 TC 0.0 C L qt�7.0 TO . D. PSF PSF PSFDRW PSF PSF REF R427--97392 DATE 06/28/99 CAUSR427 99179057 CA -ENG AEB/GWH SEQN - 16082 DUR.FAC FROM KO SPACIN (PJ_PP-JIM PEPLER / LOT 50 - T21 HIPSET 6 -SB TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1&Bet. :82 2x4 DF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 6 PLF at 0.00 to 6 PLF at 5.00 #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** 1 ,:(A)'CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. Q_ z _N DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co 10 PSF BC LIVE LOAD PER UBC. co cn 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-I6d NAILS --d AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CD1IO. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. W3X89 W3X10I-= W2.5X4-,,t? W3AlU Xa L -2 -0 -off -5 -0 - 0--J W1.5X4 III WZAb(Al)� h 6-0-7 _ h 9-9-1 I 5-8-8 I 21-6-0 Ove -r'2 Support R -1899..W-3-.5 -------- R=877 W-3.5' 7_c I +B-0-0 PLT TYP. Wave TPI -95 Design Criteria: TPI STD `''/ �� 1 = - F •'VARNTNG" TRUSSES 11EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, IRSTALLING AND TC 16.0 P S F BRACIR6. RIFER TO HIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE " INS7I TUTS. 503 O'OROFRIO DR., SUITE 200, MADISON. VI 537191. FOR SAFETY PRACTICES PRIOR TO ��Ow iN. N •q� ��1� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED q� `Y `T'(�IJ 0 P S F 3TROCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED BIGIO CEILING. Jun Z B 199�J ';IMPORTANT" FURNISH A COPY OF THIS OESIGR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ;VL PSF PRODUCTS, THC. SHALL ROT OE RESPONSIBLEFOR ART DEVIATION FROM THIS DESIGN: ANY FAILBRE TD \ /SFALPINE BDIL0TOE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANO - F"6Y.No. 6 00 L BRACING OF TRUSSES. THIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT TOME AMERICAN FOREST AND PAPER ASSOCIATIOR) AND TPI. ALPINE * TOT. L .� . S CONVECTORS ARE MADE OF 9004 ASTM AGSS GRAD 4ALV. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED Otl THIS DESIGN, POSITION CONNECTORS PER DRAVIOSS 160 A•1. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PRGFC3310NAL EOGIVEERING C:NI►- p 0 U R .FAC . . 2 5 Alpine CA g ' COHPON[tlT ILITY SOFOR ANYLPAR7I CUELY FORLAREBUILDITRUSSNG IS THETDESIGN SHOWN. THE SUITABILITY AID RESPONSIBILITY OF THE BUILDING DESIGNER. P`R THIS q�� ANSI/TPI 1.1995 3tCTICALX _ SPACING 24.!W 641� . r -c z 0.3 ts1 z z t-_3 0:3 PV rn r= •v 0 d Yn o w Scale-.25'/Ft. CID REF R427--97391 -1 DATE 06/28/99 !z1 O R W CAUSR427 99179055 CA -ENG AEB/GWH SEQN - 16080 X" I FROM KD -JIM PEPLER / LOT 50 - T22 MONO GIR N TOP CHORD 2x4 DF -L #1 c* -),BOT CHORD 2x6 DF -L #2 oho WEBS 2x4 DF -L Standard CV ADDITIONAL LOADS --(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) --- BC - 880 LB Conc. Load at 1.50 _'BC - 472 LB Conc. Load at 3.50 o BC - 472 LB Conc. Load at 5.50 0 —RECOMMENDEDCONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: t (H)SIMPSON--LUS2et ( .(C)-S-IMPSON-HUS26( CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. w z Imo-. W2.5X4(A1) Ea 880# T (C) W04 (R) S 6 F_ / W3X6 III x},472# u' (H) W1.5X4 IU W2.5X4 1a x},472# W (H) 3-4-3 +8-0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSTONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. �bLD W Apr 30 ' 4 400/ P®"- CA/- 1 - - � F �,�h,Se.a%,r—.375" Ft. TC LL 16. VP 4t,,173`R' 2 --52294 TC DL 10.0 P3F.� D,,AT ,1,;04/30/99 BC OL 7.0 PSF WW 89120006 BC LL 0.0 PSF CA-I0N AEB/GWH TOT. LD. 33.0 PSF SEAN - 13473 DUR.FAC. 1.25 FROM KD SPACING 24.00 I c x=070 over, 2 Supports z R -1150 W=3.5' ��RZ1070-`� c'? r PLT TYP. Wave TPI -95 Design Criteria: TPI STD ••WARNING •'• TRUSSES REQUIRE EXTREME CARE IY FABRICATION, NAMING. SHIPPING. INSTALLING AND BRAtlt6. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE CT I ISTITIITE, SB7 D'ONOFR IO OR . SUITE 200. MADISON. YI S3719), FOR SAFETY PRACTICES PRIOR TO '-' PERFOAMING THESE FUNCTIONS. UNLESS 07HERVISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED . STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PIOPERLT ATTACHED RIGID CEILIIG. O --IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIONI ANY FAILURE TO BUILD INE T0.USSES IN COIfORMANCF YI7M 711: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND tZ ALPINE BRACING OF TRUSSES. THIS OESI'a CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ¢ SPECIFICAT10N ►UBLISHED BY TME AMERICAN FOREST ALD PAPER A3SOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, ELCEPT AS NOTED. APPLY CONNECTORS TO e nc En ;. cred P�� Inc. ^'W �"6"' �� 95COMPONENT SacraunSU EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER BIANIIGS 160 A-1. TSE SEM ON IRIS DRAMIN6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING lE SP01SIN ILITY SOLELY FOR THE TRUSS CONPONENi DESIGN SHOWN. THE SU ITABILITi AND USE OF THIS FOR ANY PARTICULAR BUILDING IS THE NESPOMSI6 ILITY Of TIE BUILDING DESIGRER, PER AISIITP1 1-1995 SECTION 2. �bLD W Apr 30 ' 4 400/ P®"- CA/- 1 - - � F �,�h,Se.a%,r—.375" Ft. TC LL 16. VP 4t,,173`R' 2 --52294 TC DL 10.0 P3F.� D,,AT ,1,;04/30/99 BC OL 7.0 PSF WW 89120006 BC LL 0.0 PSF CA-I0N AEB/GWH TOT. LD. 33.0 PSF SEAN - 13473 DUR.FAC. 1.25 FROM KD SPACING 24.00 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals a?e-es Tial fo stability and must be dupfibate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. t: � End diagonals areess-e�n�tial for stability and must be duplicated both ends of the truss system :` Frame 5 r, 45° Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment Required - I I 31A' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP............CHORD. TOP CHORD DIAGONALBlw MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING(L Bs) #trusses ;: > ::::::.::...... . SP/DF. 'SPF U to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals a?e-es Tial fo stability and must be dupfibate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. t: � End diagonals areess-e�n�tial for stability and must be duplicated both ends of the truss system :` Frame 5 r, 45° Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment Required - I I 31A' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNING: Do not attach cables, chains, or I hooks to the web members. 7 6a° � or less i i TagApproximately Approximately Tag Line 1/2 truss leigth '/2 truss length Line Truss spans less than 30'. SpreaderBar Toe In Approximately 3/2 to =/3 truss length Less than or equal to 60' SpreaderBar Toe In r Approximately 1/2 to Y3 truss length Less than or equal to 60' Toe In 1AWARNIN G: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, 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 the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag ° Line Tag Line Strongback/ SpreaderBar Toe In At or abode mid -height Tag Tagi Line Line L 0 � F Approximately_ =/3 to ;/, truss length Greater than 60' Strongback/ SpreaderBar Approximately I Y3 to :h truss length Grez.-er than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plater Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. 11— truss of group oftn Frame 2, /I Typical horizontal tie member with multiple sakes (HT) �"russ of braced oup of trusses (EB) 12 ----1 4 or greater SP - Southern Pine SPF - Spruce -Pine -Fir --- All lateral braces lapped at least 2 trusses. Bcttom chord diagonal bracing repeated at each end of the building and at same specing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. g 01", SSPs continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. =45° 01", SSPs continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. tz 00\ —, 4 or greater �` --- Top chords that are laterally braced can buckle togetherand cause collapse inhere 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. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' 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 GreL Attachment \ Required � DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped al least 2 Required trusses. �— 10' or Greater Attachment Required —//r ,Frame, 3 4' O' i TOP CHORD tip /eg �� Top chords that are laterally braced can buckle TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE ; SPACING (DBS SPAN PITCH SPACING(LB #trusses Up to 32' 4.112 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer j DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped al least 2 Required trusses. �— 10' or Greater Attachment Required —//r ,Frame, 3 4' O' G1pry. tip /eg �� Top chords that are laterally braced can buckle / yb !1\ togetherandcause collapse ifthere isnodiago- 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. U to 24' 3/12 8' 17 12 1/4" Over 24' - 42' 3/12 7' 10 6 3.6" Over 42' - 54' 3/12 6' 6 4 4' j Over 54' See a re istered professional engineer 72" DF - Douglas Fir -Larch 6' SP - Southern Pine v HF - Hem -Fir 96" SPF - Spruce -Pine -Fir el,° 8' 108" 2" o0� Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is rwdiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topsi4e of the top chord. MONOIT, R9. S ; PLUM3 I I Truss Depth D(in) I i =4e 12 -j3or e greater All lateral braces lapped at leasl2 trusses Continuous Top Chord Lateral Brace —� Required 10' or Greater I Attachment Required — AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. D(In) D/50 D(ft) 12" 1/4" 1' 24", 1/2" 2' 3.6" 3/4" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Lesser of D/50 or 2" Maximum Plumb Misplacement Line 1 ±14 L(in) L(In) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BOW L(in) Lesser of U200 or 2" L(in) L/200 L(fQ 200" 1 " 16.7' 250" 1-1/4P 20.3' 300" 1-1/2' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should I-AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame r6 s This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED IT S MESSAGE. CAUTION: 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 responsibilityof the installer builder. building contractor, licensed contractor. erectoror erection contractor) to properly receive, 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 orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing S Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failuretofollow instructions could resultin Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsbilities irwclved, be presented as aguidefor the use of a qualified building des ignerorinstalle,.T:ius, the Truss Plate Institite, Inc. expressly disclaims any resipcnsibility for damages arising from Ih•e use, application or reliance on the recommendations .and information coniainec herein by building designers, installer, and others. Copy •fight © by Truss Pity Institite, Inc. All rights reserved. This cocument or any part thereof must rpt be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporarybracingshouldbeno less ° than 2x4 grade marked lumber. All connecions As:nould be made with minimum cf 246d nails. All trusses assumed 2' on -center or less. All mull -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS.STORAGE, CAUTION: Trusses should not be unloaded on rough terrain or um - even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored r tifiping should be bendingand lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright urless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 $1'�Z14N6� Peppler 99-1070 FLT Engineering 5790 Clark Road Paradise; CA 95969 h� Rfp 6f"� 1) Lines 9 and 10 - truss 11D (your 12A) is a drag truss. Your calculations indicate plywood. Please clarify. I could not find required connection or detail for same on plans. Please so note. 2) Line H - how is truss 2A connected to the shearwall below? 3) Please indicate:: the nail type used to develop �gh ar valueour table. J I M P E P P L E R R E S I D E N C E L I M.E S A D D L E R I b G E S U B D I V I S I O N S U N V I E W ROAD, LOT N0. 50 P A R A D I S E, C A 9'5 9 6 9- f F L T E N G I N E E R I N G 5 7 9 0 CLARK ROAD PARADISE,ICA 95969 ( 530 ) 8 7, 2 -0254 F LST EMMUVEERNM CIVIL • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 f WECT: t/ , Z' /f1E ov= Cod vT� of �3vrT� STRUCTURAL CALCULATOOKS BY: DATE: 6� SHEET No. / OF c� 4 CHECKED W. DATE: JOB No. SUBJECT: LOT KG s 43Y V/1 QRpf Ess 1p01 N� cm W No. 3Cl, OF C GLd¢D AO e — /�1—. 7F IIR# 43 /,/?je, — /73 4 a 2-C� CML • STRUCTURAL BY �Lr DATE: C / Z (916( 872-0254 FAX (916) 872-9331 SHEET No• c7gVY'2� OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. ! SUBJECT: EJECT: — ,�oo� %r.Cz• S�7S� SVS = /�34?x Olz x "AO 7 D/��c 9) a , 4 cf�i � 21z, Logs Voj' - C 7-o Z,,vEs s 1 -le ClO t /-3 = 3x f �x3 tlD� 2� _�,�c Z73S'>� �� o,O/73x t,oZx F" gr,.- 7, c ' U' LST EMOP EERP O CML • STRUCTURAL (916) 872.0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PMECT: STRUCTURAL CALCULAMONS BY: SGT DATE: ! ( SHEET No. 3 OFF p� CHECKED BY: DATE: JOB No. �DY SUBJECT: FAB (� t JIZ) _ // -9/= 2 F'< (9- t 3 t 1012) = 70 S�� F LST EMMMEERNM CIVIL • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 F9JECT: �Covr, STRUCTURAL C ALCULATNOO NS BY: IG_DATE: 9 / SHEET W. 4 OF � 2 CHECKED W. DATE: JOB No. (0r/p SUBJECT: f A? /3e) sT _; Ol73xZp f;dl��,c /.3Dr<,O/c��x/OZ t/U"e 36� = 7. d- ' /4z Ce /l -43 = 3x pw� Wit. /0 X /4 `r = z v 'C C;:7 2 7 r� 9 At . 3 � cc? + 369 r-.. 14-2.< F LT EMMMEEMNO STRUCTURAL C ALC ULQMSIS CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 W. / DATE: < t SHEET No. F OF 9?a 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: SUBJECT: 17v .f - // 7Z;l /2 At A,3 A9 1 -r 117-r 6¢ _. 6',32 t /�V 7, 77'c ,¢ 2. /'o F LST ENOUUVEEG3NM CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 P°MECT: A, STRUCTURAL C ALC UL ATOOO OSS BY: �vT DATE. 6 99 SHEET No. 6 ,OFF� W. G Z CHECKED DATE: JOB No. 7 OY 7,g SUBJECT: To job oe �'-l6'aL �.¢, sloes �.rc��r' ,• �¢.r C<s' ZZ � Gir,�- 9�/O, 25, /6 /6'aZ ore S7/6'20¢ c �!f✓E3 1� I c, �p c�v��.� �L cO�c%SZ-, Com &--=,npzS �' SNS %t •t-,ys�� — �i��"�-re l�/ijGC.S -F/ZOCW 1,7 - GST /�o,� 6 -l�'� �� • s�.�� L,,vEs / � � L-197;�-fT 7117 - %C 0 31ex /6 2 �¢� G 9T7,(-Iyr- L7/T Xf 2/ c..' f-7 --- , To job oe �'-l6'aL �.¢, sloes �.rc��r' ,• �¢.r C<s' ZZ � Gir,�- 9�/O, 25, /6 /6'aZ ore S7/6'20¢ c �!f✓E3 1� I c, �p c�v��.� �L cO�c%SZ-, Com &--=,npzS �' SNS %t •t-,ys�� — �i��"�-re l�/ijGC.S F LST CNGWEEMNO CML • Sf 4JCTl1RAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 P@WECT: STRUCTURAL CALCMLG-- MOo NS BY: �GT DATE: 6 / r SHEET No. 7 OF26. CHECKED BY: DATE: JOB No. ?MT SUBJECT: - D, T, — j7 � -� �Zx .`�'�2 = 2�'• fig- /� 6/rz or 4a�� t, 14r99�_ Zs A7 6 -16�C L �,v�-s 9 �' l0 — ��/ � vrrt �• � o /�� rJK/tel L — (/Z�' 33 r/� / SDG. , O/2 >< Z t , O l¢�� 2. �'� 8 6? F LT ENGMEEMNO CML • STRUCTURAL (916) 872.0254 FAX (916( 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 P3WUECT: Z-, Q ' f STRUCTURAL CALCULA SONS BY: r� T DATE: SHEET W. e OF -0-6 CHECKED BY: DATE: JOB No. �Y / SUBJECT: ZZ/J-? 39/ - , /?�) .r Z 3.33 /7? t /, /1Z = Z3. 7f 7- /3, v T,�r�ss .CoGG � 712,4 (T/Z- gl"Y' — - 3 /, 7/ Z3,3J — oT 26/x 23�.33x /D a ¢ ; zZ lc Fx = /, �Q° �• `7 D Z- CI Z t, ra0ex A9 = g 7Z- 2Z Z?Z 7- le Ff,D/14�e/o)x 'ir' 6vp x -7x 112, _?Z G11-')e- A.1p 247 - w 41or I F LT C M00MEERM STRUCTURAL C LSC ULL" MOo NS, CML • STRUCTURAL % qC�' qq (916) 872-0254 FAX (916) 872-9331 ` DATE: SHEET W. ( OAF -q26 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED W. DATE: JOB No. SUBJECT: f OWECT: x M6' A4; �� _ ��• 39 -• S%•, �� 2 �''e C 2 Z7'C t/1�2��Z-Zx A r2 19.c9� A4 r Vw �t 3)13 f ..�/ = 1. 93 r -t-O e ff mor a , Ze9 7, F LT C NWHEERM CML - SIRUCTURAI (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 19MECT: Z-, ,4 , -- _S7, Z.(,),.f -r� s - STRUCTURAL C o LSC UL AMOO NS BY: /':-� T DATE: '!!;/F 3p SHEET No. /'o ,O/F 4; CHECKED BY: DATE: JOB No 9O` SUBJECT: (7 A4 7- SP,- Z 2�.- foZ7.- 1%> / l 20� r' sez ' 7 O/2� 3 7, tv F LT C NGWEEG,30NO STRUCTURAL Caq LCMLQMNS CIVIL • STRUCTAl �/ DATE: 6 / 9 SHEET No. l OF 26 (916) 872 72-0254 0254 FAX (916) 872-9331 �' 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED W. DATE: JOB No. SUBJECT: EJECT: FL T ENGWEEMNO CML • STRLICTUZAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 EJECT: STRUCTURAL C�ALC�ULAMONS BY: �! . DATE: '/ i ! SHEET No. IZ� OF CHECKED BY: DATE: JOB No. ` G'�' 47 &&ECT: oz.O A3 ? "Isg PSG f = . 49 Z 7-, 2 76,E 2 = , 73 !l y- , 2-37,, 3 7 3.03 2Z = EC: 7014 7/.o v— ?D r Zz2 w�� - 0./ 2! CML • STRUCTURAL BY. �uT DATE: l l SHEET No. l 3 OF (916) 872-0254 FAX (916) 812-9331 q 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED W. DATE: JOB No. (4�' VT SUBJECT: >9✓ABJECT: L..4 . S �•Ls <CovT) Z 2- V0 g- ��- — 72 7.1-f 23 S<cf �Z -f—, /��'� r� vP = (7, Ar - . 7w 13)/3 �— l ��' '�— 1DZA12-2,c 5.' � ��' /,�� dry` ��,� ��vr- �L�T�,e (,3 God -i-, 4%/ /t%O. !I •�, x /�Z LG,', Z_ir��—:� JCS e L Ilves7-vB s✓ �P S�L�c�-� o e ,art, /or/ G 97'X /z ore 6 —/6� &—;4, s/o6- oz c- GIAv�-3' y -- 2 — es /,P lvF 1, �'rr°T: /¢ F LST ENWHC'ERNCM CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 f %%ECT: STRUCTURAL CGC=,�cLC ULAMOo NS BY: / ! DATE: ! / SHEET No. / f' Of -7 �F�y� 2 CHECKED W. DATE: JOB No. / Y 0 SUBJECT: G . A, qZ -,fr TievSS e G I v,6- / (7-124 - S'/N. 7-v TZ ovF 7–/'Y4c-7- e eZ,, 4�— �sE- mom �� . 4f=, /J jo o o44 _S'�T /-�_ or-- 2G p� M� Mo vti ��► y� � Z J �t o N J 41 ISN Li Q u�o Zt u C, Si v oo®oo M 4 F LST ENGW EEM t O CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 MMECT: STRUCTURAL CALCULATNONS BY: Ir --G % DATE: il�/ SHEET No. /9 OF /6 2� CHECKED W. DATE: JOB W. Fell / SURJECT: J Z tri = 0.3cox .3 /19/7 `� �'� r 70 7,9 22. //ti� 6x,c 2 2 x Z 1p/ox 32 , 0/O ,c. zd- _ /2�'. ,T-7 — �ex /G eOe2 2 ?3. a JTA x T-/ g 2 0 F LT EMMMEERM CIVIL • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 F 0MECT: �ovv�,�-�or1s STRUCTURAL CALCULAMONS BY.. DATE: / -SHEET No. lq/ OFF,qZ!�; CHECKED BY: DATE: JOB No. ! �Y SUBJECT: 72J / }�O/,f/7-, %047Z>/g"GlT7�� — Z •e7 is ¢ rr F7 -0; , or-- AO ci V. s D,�G,/O,!/,r �`/z (m �— 2yx ,av F LT EMMMEEMU` O STRUCTURAL C ALC UL AMOO NS CML • STRUCTURAL BY: �lj% DATE: r SHEET No. �qo OF Z6 (916) 812-025472.0254 FAX (916) 872-9331 p • �q 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: WE: JOB No, SUBJECT: jMBJECT: 4�4-4� s — /%�, , � - 36 - e - oD y #cam %0 &24-t- e ---g Oo3 i,I.21/ — �Vr&- 670 �o,vT ov ZZ ' PROJECT : PE'PLER RESIDENCE ` JOB NO. : 9059 DATE : 6/1999 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD ^(KIP): .65 OVERALL HEIGHT OF THE WALL - H (FEET): 3.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4 THICKNESS OF WALL - TOP (INCHES): 8 ' - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.40- .46TOTAL TOTALEARTH PRESSURE - Fw (KIP): 0.24 MOMENT - Mw (FT -KIP): 0.32 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (|N) ________________________________________________ � ' 'pAr~0-?5f- it zwts 4#5 @ MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - 25 % (IN -2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 24 � --HORIZONTAL: #5 @ 15 00 ^7-e�� FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /� / OF 2W PROJECT : PEPPLER RESIDENCE JOB NO. : 9059 DATE : 6/1999 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: ' - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 2500 350 0.35 DESIGN FOOTING DEPTH (INCHES): 1 DESIGN FOOTING WIDTH - HEEL (INCHES): 1' ' - TOE (INCHES): 1 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 10 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY.- e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): 0.25 0.34 0.39 0.18 0.52 -O.16 0.83 0.33 0.83 0.12 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET M OF Bill," 3305.73 < 2500 -2360.73 . > 0 �� 4085.73 < 2500 �~^~'' -1580.73 > 0 0.14 < 0.25 � /��' ' 7�� / h r �� zyn PROJECT : PEPPLER RESIDENCE JOB NO. : 9059 DATE : 6/1999 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ________________-_________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE.RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 I - LIVE LOAD (KIP): .65 OVERALL HEIGHT OF THE WALL - H (FEET): 2.83 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.33 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES):' 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0'17 MOMENT - Mw (FT -KIP): 0.18 ' AREA REINF. !IN -2i 'di(IN) SIZE & SPA (IN) -------------------------------------------- ____ * -5�69- #5 @ 100-l- /NO60 MIN. VERTICAL REINF. - .15 % (I^2): 0:144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF' - VERTICAL: #5 @ 24 � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � �� SHEET -.' . OF 04; 1 PROJECT : PEPPLER RES I DENS :E JOEL NO. : 9S X59 DATE : 611999 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF) : DENSITY OF :=ONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET AZ OF 941- 1(x0 150 1.5 2.5 500 350 0.35 DESIGN FOOTING DEPTH (INCHES) : 8 DESIGN FOOTING WIDTH – HEEL (INCHES): 6 – TOE (INCHES) : 4 FOOTING KEY - DEPTH & WIDTH (INGHES): 0 - BACK TO BACK OF WALL !: INC=HES:! : 0 TOTAL WIDTH OF FOOTING (INCHES): 18 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT7K I P ): TOTAL RESISTING WEIGHT - W (KIP-): RESISTING MOMENT - Mr (FT-KIF): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY -,e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT' 2) : SECTION MODULUS - S (FT^3) : SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (P&): - - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP) : FOOTING - HEEL: UNI FORM 'WEIGHT @ HEEL - Wv (PLF) : WEIGHT DUE TO GRADE SLOPE - Wq (PSF): PRESS. @ REAR FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN''2) 'df (IN) SIZE & SPA (IN) ------------------------------------------------ 0. 006 5.69 #5 @ 654.2 0.24 0.3 0. 60 0.51 1.60 0.19 0.43 0.26 1.50 0.38 1091.76 < 2500 -292.42 > 0 AA1, 1669.54 < 2500 –3. 54 > f_) 0. 2 9 0 . '2 4 -- --ST-- r- Q77 / 433. 00 0. 00 168.97 0.05 DESIGN HEEL REINF.: #5 @ 0 —�,%Oi CIVIL • ,STRUCTURAL C (916) 72-0254 FAX (916) 872-9331 BY: FG SHEET No.p of 2� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DOTE; JOB NO. /ar SUBJECT: PJECT: 71P 0457-" ,8 x ova x - Ti �''• ,, T (ZZ) ase- *¢ %OP b:�1TT, h/P--/Z-. %r C4Pit--1,77, Ja %O/=- ov== a4ice- A9 o • �1o,�z , f� � ,�o��s ra 7�;�� g y G(/fZ�S ,�:� C� —' v�'r� �g� lOG • G��/�/Z. � �Cr� Z�a G, PROJECT : PEPPLER RESIDENCE JOB NO. : 9059 DATE : 6/1999 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UN-ITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Of OF 'Alel- GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT-KIP)v 0.00 0.65 3 3.67 8 1.46 0.20 0.08 0.12 1.67 0.07 AREA REINF. (IN^2) ------------------------------------ 'dl(IN) SIZE : & SPA {IN) f 0la__ 40-404 -et- 10 www ------------- ------------,0 #5 @ 4224 ��r ��C9 MIN. VERTICAL REINF. - '15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.144 0.240 DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #4 @ 10 7- E�� / /Ins om=_ ` PROJECT : PEPPLER RESIDENCE JOB NO. : 9059 DATE : 6/1999 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE.(PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET, ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH OINCHES): ' — DEPTH (INCHES) - DESIGN FOOTING WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Py (KIP): INCREASE OF ALLOW..SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF' (KSI): LENGTH OF DOWELS (INCHES): 100 150 2500 350 0.35 0 2500 5.36 6.00 8.00 � 0—a? - 0. 96 —a? -0.96 0.0 1438 < 2500 4 13.58 4 4 4.71 0.029 24 5.68 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 00 OF 01,111 F LST ENOWEERM STRUCTURAL C ALC ULAMOO NS CML • STRUCTURAL p (916) 872.0254 FAX (916) 872.9331 BY: GATE: (� SHEET No. 2p6 OF qZ6 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: GATE: J08 No. SUBJECT: PJECT: �ovya�-�o�s �Covr, b -ire o , -,4-, r o e ov� 77,15ff-) z�y sz�•�cc_ ,8� cvvsr-o ,yrs 7'z eap cE- Ov= rn'F �f�if-G G Z F C7';Z--b O� OW OvTs/,a E' o,- ✓ -GJ Do�v�z:sJ Glf — /c% -s4, x /'? '.00 Cfr/4",) All' /,c,7o Z-�'f Com, .4Ge- V7�e �i T,e ,moa oe #'yt o e /,r>ry Z -,f -k-.¢ 4t-'p-�a& LLE7:7 /i-" CO1 jf�L//�if%G� (�/ /Gx�30 Ir S s HIM - - - - _ L. - - Q WN v ICBO Evaluation Service, Inc. (a'. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -4945 Copyright © 1998 ICBO Evaluation Service, Inc. Reissued December 1, 1998 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) SIMPSON STRONG -TIE EPDXY TIE ANCHORING SYSTEMS SIMPSON STRONG -TIE COMPANY, INC. 4637 CHABOT DRIVE, SUITE 200 PLEASANTON, CALIFORNIA 94588 1.0 SUBJECT Simpson Strong -Tie Epoxy Tie Anchoring Systems with Epoxy Tie ET, ETF and ETR Anchoring Adhesives. 2.0 DESCRIPTION 2.1 General: Simpson Strong -Tie Epoxy Tie anchoring systems described in this evaluation report are stud -type adhesive anchors. Sys- tems using Epoxy Tie ET and ETF adhesives are for use as anchors installed in concrete substrates. Systems using Epoxy Tie ET and ETR adhesives are for use as anchors installed in unreinforced brick walls. For installation in concrete, the anchoring systems each consist of a two-part epoxy adhesive and a threaded steel rod. Deformed reinforcement steel bars can also be installed in concrete with Epoxy Tie ET adhesive. For installations in unreinforced brick walls, the systems each consist of the adhesive, threaded Steel rods, screen tubes, steel sleeves, and steel plates. 2.2 Materials: 2.2.1 Adhesives: Epoxy Tie ET, ETF and ETR are two -com- ponent (resin and hardener) epoxy adhesives, supplied in dual: side-by-side cartridges with a 1:1 volume ratio. The car- tridges are used with a manual or pneumatically activated tool to dispense the adhesives through an 18 -element static mix- ing nozzle, supplied by Simpson Strong -Tie Company, Inc., attached to the dual cartridges. The adhesives have a two-year shelf life when stored in a dry environment at temperatures ranging from 45°F (7.2°C) to 90°F (32.2°C). 2.2.2 Threaded Rods: All -threaded rods must be manufac- tured either from steel conforming to ASTM A 307 or ASTM A 193 Grade B7, or from stainless steel. Stainless steel threaded rods shall comply with ASTM F 593 Grade A304. 2.2.3 Rebar: Deformed steel bar must comply with ASTM A 615 Grade 60. 2.2.4 Concrete: Concrete must be normal -weight, stone - aggregate concrete having a minimum 2,000 psi (13.78 MPa) compressive strength at the time of anchor installation. 2.3 Concrete Anchors: 2.3.1 General: Allowable tension and shear loads for vari- ous sizes of threaded steel rod installed in concrete with Epoxy Tie ET adhesive are in Tables 3 and 4. The allowable tension and shear loads in Tables 3 and 4 are permitted for long-term loads. The allowable tension loads in Table 3 are also permitted for short-term loads due to wind or seismic forces, and may be increased by one-third in accordance with Section 1612.3.3 of the code. The allowable shear loads of Table 4 must be adjusted by a multiplication factor of 91 per- cent (0.91 x allowable shear values) for anchors resisting short-term loads due to wind or seismic forces (the load dura- tion factors in Section 1612.3.3 of the code are not permitted). Allowable tension loads for various sizes of rebar installed in concrete with Epoxy Tie ET adhesive are in Table 7. The allowable tension loads in Table 7 are permitted for long-term loads, or short-term loads due to wind forces. The allowable loads are not permitted to be increased by one-third for shor- term loads. Use of Epoxy Tie ET with rebar for seismic forces is beyond the scope of this report. Allowable tension and shear loads for various sizes of threaded steel rod installed in concrete with Epoxy Tie ETF adhesive are in Tables 8 and 9. The allowable tension loads in Table 8 are limited to short-term loads due to wind or seis- mic forces, and may be increased by one-third, in accordance with Section 1612.3.3 of the code. The allowable shear loads of Table 9, adjusted by a multiplication factor of 91 percent (0.91 x allowable shear value), are permitted for anchors re- sisting short-term loads due to wind or seismic forces (the load duration factors in Section 1612.3.3 of the code are not permitted). Long-term loads on Epoxy Tie ETF anchors are beyond the scope of this evaluation report. Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: Ps j VSs l Pt Vt where: Ps = Applied service tension load. Pt = Service tension load. Vs = Applied service shear load. Vt = Service shear load. 2.3.2 Installation: The anchor is installed in a hole pre- drilled in the concrete with drill bits complying with ANSI 8212.15-1994. The hole must be cleaned with oil -free com- pressed air and a nylon brush. For anchors installed with Epoxy Tie ET adhesive, the hole diameter, anchor embed- ment, spacing and concrete edge distance must comply with Tables 3, 4, 5 and 7. For anchors installed with Epoxy Tie ETF adhesive, the hole diameter, anchor embedment, spacing and concrete edge distance must comply with Tables 8 and 9. Before the adhesive is injected into the hole, the adhesive must be dispensed through the static mixing nozzle, off to the side, to ensure proper mixing. The mixed adhesive must then be injected into the hole until the hole is approximately one - Evaluation reports of ICBG Evaluation Service. Inc., are issued solely to provide information to Class A members of ICBG, utilizzing the rude upon which the repnrt is hase•d. Evaluation reports are not to be construed as representing aesthetics or em other attributes not specifically addressed nor as an endorsement or recotnnten- dation for use of tire subject report. This report is based upon independent tests or other technical data submitted br the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results andlor other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service. Inc., express or implied, as to arty "Finding" or other matter in the report or as to any product covered by the report. This disclaimer inchtdes. but is not limited to, merchantability. Page 1 of 7 Page 2 of 7 half full. A threaded rod free of oil, scale and rust must be pushed to the bottom of the hole and twisted clockwise to en- sure coverage of the anchor surface with adhesive. The adhesive must be level with the concrete surface after inser- tion of the anchor. The anchor must be installed and cured in accordance with the temperature and curing times specified in Tables 1 and 2. 2.3.3 Temperature Limitations: Adhesive anchor perfor- mance is temperature -sensitive. The allowable loads of anchors installed with Epoxy Tie ET must be adjusted in accordance with Figure 1 where the concrete temperature exceeds 70'F (21.11C). The allowable loads for anchors installed with Epoxy Tie ETF" must be adjusted in accordance with Figure 2 where the concrete temperature exceeds 77°F (25°C). 2.3.4 Special Considerations: The anchors maybe used within fire -resistive construction, provided the anchors only resist wind or seismic forces. 2.4 Unreinforced Brick Wall Anchors: 2.4.1 General: Anchors installed with Epoxy Tie ET or Epoxy Tie ETR Renovation Formula adhesives in existing unrein- forced brick walls are designed to resist seismic and wind loads only. The existing unreinforced brick walls must have a minimum thickness of 13 inches (330 mm). The anchor is rec- ognized for installation in the three configurations shown in Figure 2. The adhesive, threaded rod and screen tube are used in all anchor installations. Configuration A has a straight threaded rod embedded 8 inches (203 mm) into the wall. Configuration B has a threaded rod bent and installed 13 inch- es (330 mm) into the wall at a 22.5 -degree angle. Configura- tion C uses a through -bolt, a steel sleeve and steel plate. The threaded rod for Configurations A and B is a 3/4 -inch - diameter (19.1 mm), ASTM A 307 rod. A 5/8 -inch -diameter (15.9 mm) ASTM A307 threaded rod is used in Configura- tion C. The screen tube consists of steel screen formed into a tube having a 31/32 -inch (24.6 mm) outside diameter and a length of either 8 or 13 inches (203 or 330 mm). The 8 -inch -long (203 mm) screen tube is used in Configurations A and C. The 13 -inch -long (330 mm) screen tube is used in Configura- tion B. An 8 -inch -long (203 mm) sleeve formed from C1010 steel, used in the through -bolted connection of Configuration C, has an outside and inside diameter of 13/16 inch and 11/16 inch (20.6 mm and 17.5 mm), respectively. The steel sleeve has a plastic plug in one end. A 6 -inch -by -6 -inch -by -3/8 -inch -thick (152 mm by 152 mm by 9.5 mm) ASTM A 36 steel plate is lo- cated on the back face of the wall, at the end of the threaded rod of the through -bolted connection. The allowable shear value for Configurations A and B is 1,000 pounds (4450 N). The allowable tension value for Con- figuration C is 1,200 pounds (5338 N). Allowable values are for short-term wind and seismic loads, and cannot be increased for short-term Ioads..The adhesive for the installed anchors must be protected from direct weath- erexposure. 2.4.2 Installation: The anchors are installed in 1 -inch -diam- eter (25 mm) holes that are drilled using rotary drill bits de- signed for use in concrete or masonry and a rotary drill or a rotary hammer drill used in the "rotation only" mode. The hole is drilled perpendicular to the wall face, to a depth of 8 inches (203 mm), for Configurations A and C. The hole for the Config- uration B anchor is at the angle and embedment described in Section 2.4.1, and is drilled using a guide that is handheld or attached to the drill. The holes are cleaned with oil -free com- pressed air and a nylon brush. The mixed adhesive is injected into the screen tube until the tube is completely full. The tube is then placed into the drilled hole. The threaded rod of either Configuration A or B, or the ER -4945 steel sleeve of Configuration C, is slowly pushed into the screen tube, forcing the adhesive through the screen and into the hole. Before installation of the Configuration C anchor can continue, the adhesive must be cured at the temperatures and for the time periods noted in Table 1. After the adhesive on Configuration C anchors has cured, a 5/8 -inch -diameter (15.9 mm) standard rotary drill bit is used to drill a hole through the plastic plug in the end of the steel sleeve and completely through the wall. The 5/8 -inch -diameter (15.9 mm) threaded rod is inserted through the hole, and is attached to the other side of the wall using the metal plate and a nut. 2.4.3 Miscellaneous: Anchor installations require the fol- lowing: 1. Use of the anchors must be approved by the project engi- neer. 2. The anchors must be installed under special inspection in accordance with Section 1701 of the code and Section 2.5 of this report. 3. Edge distances and spacings of anchors shall comply with Table 10. 4. Only wind and seismic loads are imposed on the anchors. 5. Allowable tension and shear loads are applicable only where in-place shear tests conducted in accordance with UBC Standard 21-6 indicate a minimum average net ulti- mate shear strength of 50 psi (345 kPa). 6. One-fourth (25 percent) of the anchors must be tested by a special inspector using a calibrated torque wrench set at a minimum torque of 60 foot-pounds (81 N -m). Steel sleeves for anchors in Configuration C are tested prior to installation of threaded rod, using an expansion bolt in- serted into the sleeve. 7. Five percent of the tension -resisting anchors must be tested, with a minimum of two tests being required. Where the wall thickness varies, at least one test must be. per- formed on an anchor that has the least embedment. Tests must indicate that bolts can sustain a tension load of 3,000 pounds (13 344 N) for a five-minute period with an allowable deviation of 10 percent. 8. For each job, the project engineer or contractor must sub- mit a test report to the local building department, verifying that the requirements of Sections 2.4.3.5, 2.4.3.6 and 2.4.3.7 of this report have been met. Tests must be con- ducted under the supervision of the project engineer or an approved independent testing laboratory. At a minimum, the test report must include: a. Test location(s). b. Brick/mortar condition. c. Bolt movement/elongation. d. Embedment depth. e. Applied load. 2.5 Special Inspection: Adhesive anchor installations require special inspection in accordance with Section 1701 of the code. The special in- spector must record product description (including product name), adhesive expiration date, anchor diameter and steel grade, compliance of drill bit with this report, hole diameter, cleanliness of hole and anchor, adhesive application, anchor embedment, and verification that anchor installation is in accordance with both the manufacturer's published installa- tion instructions and this report. 2.6 Identification: The packaging for the adhesives bears the product designa- tion; name and address of Simpson Strong -Tie Company, Inc.; expiration date; evaluation report number (ICBO ES ER -4945); and installation instructions. Steel specifications for threaded rods are identified on attached labels. Screen tubes and steel sleeves are identified by container labels bearing the name and address of Simpson Strong -Tie Com- pany, Inc., and the size and quantity. Page 3 of 7 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements (AC58), dated January 1998 (Epoxy Tie ET and Epoxy Tie ETF), including seismic (Epoxy Tie ET and Epoxy Tie ETF), freeze -thaw (Epoxy Tie ET) and creep (Epoxy Tie ET) inves- tigations; and with the ICBO ES Acceptance Criteria for Unre- inforced Masonry Anchors (AC60), dated January 1995 (Epoxy Tie ET and Epoxy Tie ETR). 4.0 FINDINGS That the Simpson Strong -Tie Epoxy Tie Anchoring Sys- tems described in this report comply with the 1997 Uni- form Building Coder"", subject to the following conditions: 4.1 The anchors are installed in accordance with the manufacturer's instructions and this report. 4.2 Maximum allowable shear and tension loads for an- chors installed in concrete substrates comply with Section 2.3.1. Allowable loads are adjusted for tem- perature in accordance with Section 2.3.3. 4.3 Anchors installed in concrete with Epoxy Tie ET are permitted for long-term or short-term loads as noted in Section 2.3.1. 4.4 Anchors installed in concrete with Epoxy Tie ETF are limited to short-term loads due to wind or seis- mic forces as noted in Section 2.3.1. 4.5 Anchors installed in unreinforced brick walls are limited to resisting wind or seismic forces that do not exceed the allowable loads noted in Section 2.4.1. 4.6 Special inspection is provided in accordance with Sections 2.4.3 and 2.5 for all anchor installations. ER -4945 4.7 Calculations and details showing compliance with this report are submitted to the local building offi- cial for approval. 4.8 Anchors are not used in conjunction with fire -re- sistive construction, except as noted in Section 2.3.4. 4.9 Anchors are not used to resist tension forces in ceiling or wall installations unless special consid- eration is given to fire -exposure conditions. 4.10 Anchors are not subjected to vibratory or shock loads, such as those encountered by supports for reciprocating engines or crane rails. 4.11 Anchors in concrete are limited to installation in uncracked concrete [which is defined as concrete subjected to maximum 170 psi (1172 kPa) tensile stress induced by external loads or deformations]. 4.12 The anchors are limited to interior use, except that installations are permitted in concrete in moderate or negligible exterior weathering locations; in accordance with Figure 21-1-1 of UBC Standard 21-1, when stainless steel threaded rods are used; Epoxy Tie ET anchors may also be installed in con- crete in severe exterior weathering locations when stainless steel threaded rods are used. 4.13 During installation, the hole and surrounding loca- tion must be dry. 4.14. The adhesives are manufactured by Simpson Strong -Tie Company, Inc., in Addison, Illinois, un- der a quality control program with inspections by Professional Service Industries (NER-CIA231). This report is subject to re-examination in two years. TABLE 1—MANUFACTURER'S RECOMMENDED CURE TIME FOR EPDXY TIE ET1 TEMPERATURE (`F) ( INITIAL SET2 (hours) INITIAL CURES (hours) 100 4 12 90 4 16 80 4 24 70 5 24 65 6 24 For SI: t°F = 9/5 I°C + 32. IAnchors installed and cured at substrate temperatures colder than 65°F are beyond the scope of this report. 'Anchors are to be undisturbed during the initial set time. `Application of allowable (design) tensile or shear loads shall occur after the initial cure time. TABLE 2—MANUFACTURER'S RECOMMENDED CURE TIME FOR EPDXY TIE ETF1 TEMPERATURE (`F) INITIAL SETT INITIAL CURES (hours) 100 20 minutes 1 90 20 minutes 1 80 30 minutes 1 70 30 minutes 1 65 1 hour 2 For SI: ff = 9/$ t°C + 32. t Anchors installed and cured at substrate. temperatures colder than 65°F are beyond the scope of this report. Anchors are to be undisturbed durine the initial set time. 'Application of allowable (design) tensile or shear loads shall occur after the initial cure time. Page 4 of 7 TABLE-3-EPDXY TIE ET ADHESIVE ALLOWABLE TENSION LOAD FOR THREADED ROD INSTALLED IN NORMAL -WEIGHT CONCRETE, fc' >_ 2,000 psi (pounds)1,2,3,4,5 ER -4945 STUD DIAMETER I DRILL BR DIAMETER MINIMUM EMBEDMENT (E) SPACING (sc,) EDGE DISTANCE ALLOWABLE BASED ON STEEL STRENGTH A 307 (SAE 1018) A 193 Grade B7 (SAE 4140) F 593 (A304 SS) (inch) (inches) (inches) (inches) (cc,) (inches) BONDS 1.905 1.040 1/, 3/8 7/16 31/, 61/8 51/4 2,194 2.080 4.580 1.670 I/, 9/16 41/4 71A 63/8 3.842 3.730 8.210 2.990 6.925 3/4 5 83/44 7th 5.719 5.870 12.910 4.700 3/4 7/8 I 63/4 12 (Otis 8.865 8.490 18.680 6.790 7,820 13.490 73/4 13`/8 115/g 10.899 12.000 26.400 9.500 I 1 t/s 9 15314 13th 11.833 15.700 34.500 12.500 For SI: 1 inch= 25.4 mm. I Ibf = 4.45 N. I psi = 6.89 kPa. 1 Allowable load must be the lesser of bond and steel strength. '-Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. 3The tabulated values are for anchors installed at the specified concrete edge (c) distances. See Table 5. Edge distances may be reduced in accordance with Tables 5 and 6. Linear in may be used for intermediate distances. 4The tabulated allowable tension loads are for individual anchors or anchors spaced at a minimum of four times the anchor embedment. A multiplication factor of 0.71 must be applied to the allowable tension loads for anchors spaced at less than four times the anchor embedment and spaced at least the distances noted in the table. 5The tabulated values are for anchors installed in concrete having the designated compressive strength at the time of anchor installation. 6Th-- allowable loads listed under allowable bond in the table are based on a safety factor of 4.0. TABLE 4-EPDXY TIE ET ADHESIVE ALLOWABLE SHEAR LOADS FOR THREADED ROD INSTALLED IN NORMAL -WEIGHT AGGREGATE CONCRETE, f,'> 2,000 psi (pounds)1,2 STUD ER DIAMETI (inch) R DRILL B DIAMETER (inches) MINIMUM EMBEDMENT (E) (inches) BASED ON CONCRETE EDGE DISTANCES3.4.5 BASED ON STEEL STRENGTH 4r Fnin A10 (SAE 10 18) I A 193 Grade B7 (SAE 41 40) I F 593 (A304 SS) 3/8 7/16 31/1 1.905 555 1.040 1.905 1.040 1/, l '/16 41/; 2.235 I 555 1.870 2.820 1.870 5/s I 3/4 5 4.700 645 2,940 4,890 2.940 314 7/S 63/4 6.925 930 4,250 6,925 4.250 7/8 1 7'/4 6.925 930 6,000 9,820 6,000 1 11/8 9 12,550 1,050 7,820 13.490 7.820 For SI: I inch = 25.4 mm, I Ibf = 4.45 N, l psi = 6.89 kPa. I Allowable load must be the lesser of concrete and steel strength. '--See Section 2.3.1 for use of the anchor to resist wind or seismic forces. 3Allowable loads for anchors loaded in shear with edge distances between critical and minimum may be obtained by linear interpolation. 4The tabulated values are for anchors installed in concrete having the designated compressive strength at the time of anchor installation. SReference Table 5 for c,-, and cmin• ` TABLE 5-EPDXY TIE ET ADHESIVE SPACING AND EDGE DISTANCE REQUIREMENTS (inches) STUD SIZE EMBEDMENT DEPTH (E) EDGE DISTANCE ANCHOR SPACING Critical (ccr) Minimum (c,,,; ,) Critical (scr) (inch) (Inches) Tension and Shear Tension and Shear Tension and Shear 3/B 31/, 51/4 13/4 61/8 41 /4 63/8 13/4 71 A 5/E 5 71A 13/4 83/a ,14 63/4 lot%g ) 3/q 12 7/8 73/4 115/8 13/4 1 9 131/1 13/4 153/4 For SI: I inch = 25.4 mm. TABLE 6-EPDXY TIE ET ADHESIVE ALLOWABLE LOAD REDUCTION FACTORS1,2,3 TENSION SMEAR4 Spacing Edge Distance Spacing Edge Distance scr I Ccr rirrin Scr 41 kinin 1.00 1 1.00 0.50 1.00 1 1.00 See Footnote 5 1 Applicable to allowable loads in Tables 3 and 4. '--Load reduction factors are cumulative. -'Linear interpolation is allowed for edge distances that fall between c,, and cin. 'Applies to loads directed either toward or away from an edge. 5For reduction factors. see Table 4. Page 5 of 7 TABLE 7-EPDXY TIE ET ADHESIVE ALLOWABLE TENSION LOAD FOR REINFORCING BAR INSTALLED IN NORMAL -WEIGHT CONCRETE, f,' >_ 2,000 psi (pounds)1.2,3,4,5 ER -4945 REBAR DIAMETER DRILL BIT DIAMETER (inches) MINIMUM EMBEDMENT (E) (inches) MINIMUM SPACING (Inches) MINIMUM EDGE DISTANCE (inches) ALLOWABLE BOND STRENGTH BASED ON STEEL STRENGTH 307 I A 193 Grade B7 I 41/4 17 63/g 2.650 4.705 -; 3/4 5 20 71/, 6.050 7,370 ;#6 7/8 63/4 27101 /8 5,500 10,610 47 1 73/4 31 1 5"7.85.5 3.535 14.425 n8 I I/8 9 36 111/, 8.840 18.840 1410 Ilh )1114 45 167/8 17.670 30.410 5.925 101%s 7.835 491/, ! 85/8 19.605 36.480 #14 2 j 15 /� 63 235/g 22.880 54.025 For SI: 1 inch = 25.4 mm. I Ibf = 4.45 N, I psi = 6.89 kPa. Allowahle load must be the lesser of bond and steel strength. Allowable loads must not be increased for short-term loads. 'The tabulated allowable tension loads are for anchors installed at the specified anchor spacing and concrete edge distance. 'The tabulated values are for anchors installed in concrete having the designated compressive strength at the time of anchor installation. 'The allowable loads listed under allowable bond in the table are based on a safer• factor of 4.0. TABLE S-EPDXY TIE ETF ADHESIVE ALLOWABLE TENSION LOADS FOR THREADED ROD INSTALLED IN NORMAL -WEIGHT CONCRETE, Ie'? 2.000 psi (pounds)1,2.3.4.5 STUD DIAMETER I DRILL BIT I DIAMETER MINIMUM EMBEDMENT (E) MINIMUM I SPACING I MINIMUM EDGE i DISTANCE ALLOWABLEA BASED ON STEEL STRENGTH 307 I A 193 Grade B7 I F 593 (inch) (inches) I (inches) (inches) (inches) I BONDS (SAE 1018) (SAE 4140) (A304 SS) 3/8 7/I6 311, 61/8 51/4 2.090 2.080 4.580 1.670 600 9/tb 41/4 7)h 6'/8 3.535 3.730 8.210 2.990 3.265 600 4,360 9.400 71/, 4.815 5,870 EL910 4.700 115/8 3.265 6'/41^_ 5.925 101%s 7.835 8.490 18.680 6.790 lig 13'/, 73/4 135/8 1!5/8 9.795 12.000 26.400 .9.500 1 1118 9 153/4 13) h 11,190 15.700 34.500 12.500 For SI: 1 inch = 25.4 mm. I Ibf = 4.45 N. I psi = 6.89 kPa. 1 Allowable load must he the lesser of bond and steel strength. Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. -'The tabulated values are for anchors installed at the specified concrete edge distances. Edge distances may not be reduced. 4The tabulated allowable tension loads are for individual anchors or anchors spaced at a minimum of four times the anchor embedment. A multiplication factor of 0.56 must be applied to the allowable tension loads for anchors spaced at less than four times the anchor embedment and spaced at least the distances noted in the table. SThe tabulated values are for anchors installed. in concrete having the designated compressive strength at the time of anchor installation. 6The allowable loads listed under allowable bond are based on a safety factor of 5.33. TABLE 9-EPDXY TIE ETF ADHESIVES ALLOWABLE SHEAR LOAD FOR THREADED ROD INSTALLED IN NORMAL -WEIGHT AGGREGATE CONCRETE fc' >_ 2,000 psi (pounds)1,2 STUD DIAMETER DRILL BIT DIAMETER I MINIMUM EMBEDMENT (E) MINIMUM ( SPACING MINIMUM EDGE DISTANCE BASED ON CONCRETE EDGE DISTANCES I BASED ON STEEL STRENGTH Is 24 A 307 A 193 Grade B7 F 593 (inch) I (inches) (inches) (inches) (inches) Critical Minimum (SAE 1016) (SAE 4140) 1 (A304 SS) 314 5 83/4 711, 3.265 600 3.025 6.520 4,435 '/4 I 7/8 63/4 12 101%8 3.265 600 4,360 9.400 7.515 7/}; 1 7./4 135/8 115/8 3.265 600 5.925 12.770 10.215 I 11lf, 9 I 153/4 13'/, 1 3.265 600 7.740 16.680 13.345 For St: I inch = 25.4 mm. I lbf = 4.45 N. I psi = 6.89 kPa. I Allowable load must he the lesser of concrete and steel strength. '--The tabulated loads are for anchors installed in concrete having the designated compressive strength at the time of anchor installation. 3.Allowable shear loads for anchors with concrete edge distances between critical and minimum may be obtained by linear interpolation. TABLE 10 -MINIMUM SPACING AND EDGE DISTANCES FOR ANCHORS INSTALLED IN UNREINFORCED MASONRY ' MINIMUM VERTICAL SPACING MINIMUM HORIZONTAL MINIMUM EDGE DISTANCE ANCHOR CONFIGURATION (inches) SPACING (inches) (inches) A 1s Is 24 B I Is 24 16 C , is 1s 24 For S1: I inch ='_5.4 mm. i Page 6 of 7 D O J 100% W J' Q 80% J 60% J 14 C 40% H W 20% v z W .0% a CONCRETE TEMPERATURE (°F) FIGURE 1-EPDXY TIE ET ADHESIVE IN-SERVICE TEMPERATURE SENSITIVITY GRAPH d Q 0 100% W ca 80% p 60% J J Q 40% L6 O 1- 20% W 0 0% 100% at 77°F 74% at 100°F - - - - - ---- - 51 % at,127°F 30% at 158°F ER -4945 60.8% at 170°F W L o 00 0 'oo �_0 `'o X00 o ,`ro moo CONCRETE TEMPERATURE (°F) FIGURE 2-EPDXY TIE ETF ADHESIVE IN-SERVICE TEMPERATURE SENSITIVITY GRAPH i Page 7 of 7 ER -4945 0 MINIMUM WMIM71 .......... 0 e 1 ' O t I. 0 e rzm 7 r61, ( RESIDENTIAL PLAN CHECKING GUIDE 0uvuLty rAM1LY, tUUrLr.A AND M15(;tLLANE0U3 ONLY . OWNER: BUII.DIN ` rd7a PLAN CHECKER: Q`C� to _ A P. NUMBER Zoning requurments: (Side yards and number of pCTmi tied livl nst units). 3. Plans signed by designer.s-- r Proper description of work on application Existing violations on property. Items on data sheet, (Impact Fees, Environmental Heath, Developer Fees, etc.). ` Recorded notice of violation. PLOT PLAN - Complete parcel size and dimensions..._ Setbacks, side yards, easements, etc. : .. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Toes, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water beaters, heating and cooling equipment, other electrical or gas equipment: Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fi\tures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, fin ad run. head clearance, handrails (Section 1006). Guardrail details (Section S09). - Brick or stone veneer (Soo ' on 1403) Exterior plaster - weep ae W-110 w"tSection 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hoard)..,:- Foam insulation ; proteefim 36- halls and stairways. Living area ova garage - Omplete 1-hotii Separation mqi*W osigarage side including i4jiitiig w.alli *d posts. Two exits on three - story dwellings (Section 1003). Underfloor Boom and ventilation (Section 2317.7). Attic access and ventilation (Section I SOS). Combustion air for M burning appliances L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. . ..... C.D.F. responsible a" requirements. /42,� 1.2 add - July 1996 3.3 ;S ter.: June 7, 1999 Jim Peppler 13653 Westpark Drive Magalia , CA. 95954 Assessor Parcel Number: 041-640-015 Building Permit Number: 99-1070 �. ,quite CO LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office ..Provide additional information and/or make revisions to plans, specifications and calculations as follows: L. Provide lateral design by an architect or engineer for the entire house. Have these requirements put on two sets of plans and the plans stamped and signed by the architect or engineer. Have the architect/engineer provide a letter that he has reviewed the truss engineering and it conforms to his design. Indicate the location of your heating and air conditioning units. If in the attic, provide truss engineering which allows for the extra load. Provide a North arrow on the plot plan. Your energy calculations state that the house faces 60 degrees NE. I believe it faces 90 degrees E. If I am correct, new energy calc's will be required. Provide a footing under girder truss T8. Provide a foundation around entire garage as the trusses bear on all walls. Provide a larger beam at the rear porch behind the office/workshop or put posts closer together, as the trusses bear on this beam.(or provide calculations) The 4x12 header over the 12 foot slider at the living room is too small. Please revise it or provide calculations. 4x6 girders will not span 6 feet. Provide calculations or revise. Provide larger footings under your girders or provide calculations-. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530)538- 7541 between the hours of 1:00p.m. and 4:00 p.m. Monday through Friday. Sincerely, Linda Sexton Plans Examiner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-339.7 RETURN SERVICE REQUESTED Lavar H. Strange 14001 Garner Lane Chico, CA 95973 t Dear Property Owner: ,butte Co. LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: 19161 538.7541 FAX: 19161 538-2140 We have issued a permit to construct a new building, an addition, -- or to -do -remodeling on -your.-property. This letter is to inform you we have approved the building plans submitted for conformance with code requirements. We will only inspect the construction for conformance with code requirements. It is your responsibility to see that the building conforms to your plans and expectations. Should you have any questions concerning this letter or any other matter pertaining to the construction, please do not hesitate to contact this office. Yours very truly, Mic ael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection BUILDING PERMIT SITE PLAN CHECKLIST APN: a L-)) - (b L4 O- O 1 S Building Permit No.: 99-101 Proposed Use: SFD O MH 0 Res. Accessory 0 Ag. Bldg. O Commercial O lndustrial 13 Other. Zone District: CP U D Genet per• _ 4Q The Proposed Use Is: Permitted: _ Not Permitted: Requires a Use Permit:._ Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: -,-,'e-, Book/Page 4a t 'So! Map Conditions? No: Yes: , See reverse side Use Permit: . Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front1'j Q C Side 3 Side, street ----- Rear C Height -- Parcel in Land Conservation Agreement? No?<" Yes: , Check Use Parcel in North Chico Specific Plan? No-;� Yes: , Check NCSP Zoning Parcel in Floodplain? Na:_ �' Yes: , Zone: Panel No.: C) t CX3 I Parcel in Enterprise Zone? No. s Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments:-TTqPF-C- 9FWC�(--S, CL-r�.SS 6--� op— -P71 Ij C- STTZrWDg )!ZV (3 w) 2e-FC)_)U Rcviewe�i By: � Date: CHECK SPECIAL COMMONS V41ICH APPLY TO PARCEU ALL FEES TQ BE PAID -TO TRE RUM.MG DMUON UNLESS I . i • —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, 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 by plandng replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which ane to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed.'.Mw RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fieacing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of S win strands. The lower strand shall be at _ least 16" above the ground and the tipper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilcments must be obtained: a California Fish and Game 1604 Sareambed Alteration permit and an Army Caps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler system shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. _ 13 —14. K:13LDCCH; FR.H 7 June 7, 1999 Jim Peppler 13653 Westpark Drive Magalia , CA. 95954 Assessor Parcel Number: 041-640-015 Building Permit Number: 99-1070 LAND OF NATURAL W.EALT H AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530),538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide lateral design by an architect or engineer for the entire house. Have these .requirements put on two sets of plans and the plans stamped and signed by the architect or engineer. 2. Have the architect/engineer provide a letter that he has reviewed the truss engineering and it conforms to his design. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530)538- 7541 between the hours of 1:00p.m. and 4:00 p.m. Monday through Friday. Sincerely, Linda Sexton Plans Examiner L/ . LAND DEVELOPMENT OROVILLE BUILDING /T�. �'. PERMIT CLEARANCE Building Permit No. OWNERS ZIM5yM'R-aA(vGc-:- ��9�2TN l/>{�, A.P. NAME ' tra h , //'9 Z/a--'k' NUMBER PRINT LAST NAME F/R T ADDRESS/LOCA COUNTY ZONING DESIGNATION: Poo FLOOD MAP: � FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 1147* DATE OF RECORDING: LOT �_ BOOK f �Sr PAGE 6�6 COMPLIANCE WITH OLDS $DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMS/0N UNLESS OTHERWISE NOTED. —1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) — 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing acdvifies, all work shall ease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 23. 24. 25. 26. 'AI01wl':�' 31.1r, AId 1N3Wd013A30 4NV1 Q�11U�, 311118 J0 AdNf100 LD 6/98 z AN FORMS\BLDG PERMIT CLEARAN� A,3^30 LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE lav- 15 P6 Building Permit No. 99-1070 NAMEOWNERS STRANGE, , ' LAVAR H. NUMBER 041-640-015 PRINT LAST NAME FIRST ADDRESS/ LOCATION: 3621 SUNVIEW ROAD, PARADISE COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes; NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. It _ 11. Pay T.D.D. (fhermalito Drainage District) fee in the amount of $ , 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AQ 1N3Wd013A30 QNV1 31inS j0 A1Nnob 66619ZAN 03/U303b LD 6/98 FORMS\BLDG PERMIT CLEARANCE TABLE;OF,CONTENTS TOC ---------- ------------------------------------------------ Project,Title.......... SUN VIEW RD Date. 07/06/99 Pr oject;Address........ SUN VEIW RD ******* ------ {' PARADISE *v4.51* Dodumentation Author... Robert A. Man rum ******* g Bui*ng Permit # i a Paradise Mechanical ! 5655 Almond Street Plan Check / Date Paradise, CA 95969 { 916-877-8882 Field Check/ Date Climate Zone..... ..... 11 --------------------- C4otJl liance;Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. IA}rMiGROPAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Program -TOC C, "` ,![ User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 f `• _-'+-------------------------------------------------------------------- TABLE OFCONTENTS - _ Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 10 ATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R BUILDING SHELL INSULATION Title.......... SUN VIEW RD Date .. 07/06/99 Address........ SUN VEIW RD ******* --------------------- +4'' PARADISE *v4.51* ation Author... Robert A. Mangrum ******* Building Permit # jt« Paradise Mechanical Insul ; 5655 Almond Street Paradise, CA 95969 Plan Check / Date 916-877-8882 Field Check/ Date Zone........... 11 --------------------- Method...... MICROPAS4 v4.51 for -1995 Standards by Enercomp, Inc. C1�OPAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Program -FORM CF -IR �11`jI,User#-MP1342 f.�L User -Paradise Mechanical Run-PEPPLER TITLE 24 --- - - - R-13 - --- - - - - - R-0 GENERAL INFORMATION ------------------- �Conditioned Floor Area..... 2492 sf .Building Type .............. Single Family Detached 'Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) .Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor ,Glazing Percentage......... 19 % of floor area -Average Glazing U -value.... 0.5 Btu/hr-sf-F ;1r+! BUILDING SHELL INSULATION ?f��, ------------------------- C";.!' Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments ------ f;':�"'', - - - - Wood --- - - - R-13 - --- - - - - - R-0 --- - - - - -- R-13 - - - - - ----- - - - - ---------------- 0.088 LEFT WALL BACK WALL °�+ RIGHT WALL GARAGE WALL ,Ff Wood R-2 R-n/a R-2 0.330 GARAGE DOOR FRONT DOOR, BACK DOOR Wood R-27.8 R-11 R-38.8 0.028 ROOF Wood R-19 R-0 R-19 0.037 FLOOR n/a R-0 R-n/a R-0 0.720 SLAB EDGE FENESTRATION of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing ion (sf) Value es Description Shading Fins Type =---------- ----- ----- 1+F'•ront F'-ront ( E) 2 0 .0 0.500 2 None None Yes Vinyl Front (E) (E) 4.0 25.0 0.500 0.500 2 2 None None None None Yes Yes Vinyl Vinyl ,,,Front (E) 4.0 0.500 2 None None Yes Vinyl i.Vront (E) 6.0 0.500 2 None None Yes Vinyl 4".1 nt (E) 5.0 0.500 2 None None Yes Vinyl �,,6Front (E) 6.0 0.500 2 None None Yes Vinyl Front (E) 4.0 0.500 2 None None Yes Vinyl (,Front "L`eft (E) 25.0 0.500 2 None None Yes Vinyl (S) 16.0 0.500 2 None None Yes Vinyl 111eft (S) 40.0 0.500 2 None None Yes Vinyl Left Lgack (S) 24.0 0.500 2 None None Yes Vinyl 1hack (W) 20.0 0.500 2 None None Yes Vinyl "iack (W) 40.0 0.500 2 None None Yes Vinyl (NW) 16.0 0.500 2 None None Yes Vinyl ,'B'ack (W) 80.0 0.500 2 None None Yes Vinyl TE,OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R itle........... -SUN VIEW RD --Date ........ 07/06/99 R6PAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 I -------------------------------------------------------------------- j' i+(�' THERMAL MASS Exterior hang/ FENESTRATION ��,��;"►iP� r+�f �;, ;?fi�i�,i�; j�fc�(• Area Thickness None Exposed ------------ # of Interior Or 'e +ati Glz<500W 1i13, ,'P II Sia OnGrade Area U- Pan- Shading/ 100 1.0 on• Yes (sf) Value es Description f,roe+it Ddr,�•l' �l Door ', +� ; r -f. a. -- — — , Back — — —— (W) (W) — — — —— 53.0 18.0 — — — —— 0.500 0.510 — — —— 2 2 ————————— — — — — —— None Minimum jtBack iRight If ,,ipment Type Efficiency Location None Door Window ( k'IRi ht (N) (N) 40.0 7.0 0-500 0.500 2 2 None None �Wiiidow,';;;`I`Right jSkyi,ght;i,EHorz (N) 9.0 12.0 0.500 0.540 2 2 None None a Over - THERMAL MASS Exterior hang/ ------------ Y 4` b�li----------------------- Fins Area Thickness None Exposed ( sf ) ( in) None Yes Glz<500W 1i13, ,'P II Sia OnGrade No 288 3.5 Int6'riorHorz Yes 100 1.0 TnteriorHorz Yes 185 1.0 None None Vinyl HVAC SYSTEMS ------------ IP,,. ' Minimum Duct If ,,ipment Type Efficiency Location ------------- 3 �rF :urna T, ce 0.800 AFUE Crawlspace i: lit 12.00 SEER Crawlspace a Location/Comments ------------------------- SLAB FLOOR TILE COUNTERS TILE FLOORS Duct Thermostat R -value Type R-4.2 Setback R-4.2 Setback WATER HEATINGSYSTEMS --------------------- Number in Energy Heater Type Distribution Type System Factor -------------------------------- ------ --------- Gas Standard 1 0.60 EF SPECIAL FEATURES/REMARKS ------------------------ Tank Over - Size Exterior hang/ Framing Shading Fins Type None Yes Vinyl None Yes Glz<500W None Yes Vinyl None Yes Vinyl None Yes Vinyl None None Vinyl Location/Comments ------------------------- SLAB FLOOR TILE COUNTERS TILE FLOORS Duct Thermostat R -value Type R-4.2 Setback R-4.2 Setback WATER HEATINGSYSTEMS --------------------- Number in Energy Heater Type Distribution Type System Factor -------------------------------- ------ --------- Gas Standard 1 0.60 EF SPECIAL FEATURES/REMARKS ------------------------ Tank External Size Insulation (gal) ------ R -value 50 ---------- R-0 ICERTI,FICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R 'Froje'Ct:,Ti;tle.......... =SUN VIEW RDDate ...==.=07/06/99 fi..M.CR6PAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Program -FORM CF -IR 'User##-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 --------------------------------------------------------------- 'r 1.lt' �E.I{`.'► "� , COMPLIANCE STATEMENT Thi' ertificate of compliance lists the building features and performance I,;f',spe?ifiCations needed to comply with Title -24, Parts 1 and 6 of the 1td411f6inia Code of Regulations, and the administrative regulations to #implement them. This certificate has been signed by the individual with ' ., oveJ•a11 I design responsibility. When this certificate of compliance is ;submitted for a single building plan to be built in multiple orientations, Ia,ny", 6hading feature that is varied is indicated in the Special Features/ ,Remarks section. r � ,., DESIGNER or OWNER �I PEPPLER 00, fi +( I PEPPLER CONST. � � '► i f:, r f + . art . �1• ''�i 8 73 2475 „License . I.' ;t I` �gen.qy,. PhoiiL t, i Si#ghedr. ' j r � t 111 i #ir r "iy Ali 1 �I.�,•�; a (, '''I F ' ,! �, 1 1 1 } i��.��M iE ^"li19 ENFORCEMENT AGENCY DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... q1-6877-8882 17-7-111 Signed . (date) (date 7 — �,�c' y date) ATOR'Y,,MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Projecb Title.......... SUN VIEW RD Date. 07/06/99 .1project:,Address........ SUN VEIW RD ******* _____________________ II PARADISE *v4.51* +'Documentation Author... Robert A. Man rum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 ,�,ECompiiance- Method ...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. 4.1! ,MICROPAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Pro ram -FORM MF -1R f User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 l.------------------------------------------- 1.Lw,riseresidential buildings subject to the Standards must contain these ,,,measures !regardless of the compliance approach used. Items marked with an 'ast.ei:sk ',Jont'(*) may be superseded by more stringent compliance requirements listed 'h'eJCertificate of Compliance. When this checklist is incorporated into the ;ipermftt ;documents, the features noted shall be considered by all parties as b.indng;;minimum component performance specifications for the mandatory measures tah,6the`;tley are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Desig Enforce- 1*150(a):, er ment ' Minimum R-19 ceiling insulation. 3 50,(011:`:.;Loose fill insulation manufacturers labeled R -Value. Minimum R-13 wall insulation in framed walls ,`;°(does riot apply to exterior mass walls). !' .5.0,(d)A.:°, Minimum R-13 raised floor insulation in framed floors; j'y t 0, MI iOUm; R-8 in concrete raised floors. r15b�i,); Slab edge insulation - water absorption rate no greater lthaiiY 0 .' 3 6, water vapor transmission rate no greater than 2.0 ) erm i ch. V 1.8,0 -insulation specified or installed meets CEC quality standards . Indicate type and form. i;j',,-.1,6.-'1:7': Fenestration Products, Exterior Doors and Infiltration/ ", a exfil,tration controls il! " ;,.a {�1 :Dtiors and windows between conditioned and unconditioned �1li',,,;' •►..?..,spaces designed to limit air leakage. M `nufactured fenestration ;,; � products have label with it q� q!;'certified U -value, and infiltration certification. ;ac:;''Exterior doors and windows weatherstrippe.d; all joints + and penetrations caulked and sealed. Vapor barriers mandatory in Climate Zones 14 and 16 only,.. Special infiltration barrier installed to comply with Selc111151 meets CEC quality standards. ,II� 1'S�p Installation of Fireplaces, Decorative Gas Appliances ; ;, III+,arid gas logs fa, " , d" 1 Masonry and factory -built fireplaces have: ;a., Closeable metal or glass door bk,,, Outside air intake with damper and control Icy � - Flue damper and control ..-No continuous burning gas pilots allowed. {� .:Y �' T j{t 1 MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R tle.......... SUN VIEW RD Date . 07/06/99 DPAS4 x4.51 File-1PEPPLR Wth-CTZ11S92 Program -FORM MF -1R I User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 --------------------------------------------------------------------- r !PEKE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment AC equipment, water heaters, showerheads and faucets / ,ed by the CEC. ✓ ;eating and/or cooling loads calculated in accordance ,SHRAE, SMACNA or ACOA. E§;6tback thermostat on all applicable heating systems. 'Pipe and Tank insulation 1:rect hot water tanks (e.g., unfired storage tanks or up solar hot water tanks) have insulation blanket (R-12 „ reater) or combined interior/exterior insulation (R.-16 reater) . "t 5 feet of pipes closest to water heater tank, rnon- rculatin s stems, insulated (R-4 or g y �. a, greater). 110buried or exposed piping insulated in recirculating I,til'ons of hot water system. 411ing system piping below 55 degrees insulated. / ming insulated between heating source and indirect / ,water tank. ✓✓✓ Ducts and Fans :,,,ts constructed, installed and sealed to comply with UMC !'tions 601 and 603; ducts insulated to a minimum talled value of R-4.2 or ducts enclosed entirely within �ditioned space. Faust fan systems have backdraft or automatic dampers. � vity ventilating systems serving conditioned space have / cher automatic or readily accessible, manually J :rated dampers. ill and Spa Heating Systems and Equipment item is certified with 786 thermal efficiency, on-off .1t6h, weatherproof operating instructions, no electric ,'stance heating and no pilot light. item installed with: �At least 36 inches pipe between filter and heater for (future solar heating. .Cover for outdoor pools or outdoor spa. 11'' system has directional inlets and a circulation ip, time switch. (� ,fired central furnace, pool heater, spa heater or gold cooking appliance have no.continuously burning / .light (Exception: Non -electrical cooking appliance / ;Mot < 150 Btu/hr.) . �! LIGHTING MEASURES ----------------- Design- Enforce- er ment 0 lumens/watt or greater for general lighting in s and rooms with water closets; and recessed ceiling s IC (insulation cover) approved. J M Aja��r+ P, [' ETHOD SUMMARY :.,,,, Page 6 C -2R �, -------------------------------.. . .-----------_ � ---------------- p� i'tle.......... SUN VIEW RD Date --------07/06/99 Address........ SUN VEIW RD ******* ---------------- PARADISE ----- * * atlon Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical l� e; � 9;,cz, 5655 Almond Street Plan Check / Date ,,r..i`; Paradise, CA 95969 916-877-8882 Field Check/ Date !,zone ........... 11------------ cej:Method...... MICROPAS4 v4.,51 for 1995 Standards by Enercomp, Inc. CROPAS4 v4.51File-1PEPPLR Wth-CTZ11S92 Program -FORM C -2R II;;`AUser#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 `L---- -- --------------------------------------------- _;';''.' MICROPAS4 ENERGY USE ------------------- SUMMARY ---------------- Conditioned Floor Area..... .moi ..�---------------------------- Al+.;,;,�Energy Use tj(kBtu/sf-yr) Standard Proposed - Compliance = _.�1 Design Design Margin -------------------------------- Front Facing 90 deg (E) - Number of Dwelling Units .. _`�►,Space Heating.......... 14.40 14.95-0.55 1 1,'Space Cooling.......... =,1Jl,mater Heating ......... 13.64 10.47 10.11 10.05 3.53 - 0.42 ;�•(h. Total -------- 38.51 -------- 35.11 -------- 3.40 1 Volume ......... 21930 cf Building complies with Computer Performance *** _ 2492 sf ......... 2492 sf Slab -On -Grade Area......... 288 sf jG4'`, .li+ GENERAL INFORMATION '�� ---------------- Conditioned Floor Area..... 2492 sf ;�3>,A. Building Type .............. Construction Single Family Detached �''i Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units .. 1 Number of Building Stories 1 1W+�'K�`r.'' ,�; Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor ,['',. Number of Building Zones... Conditioned 1 Volume ......... 21930 cf Footprint Area ............. Ground Floor Area. 2492 sf ......... 2492 sf Slab -On -Grade Area......... 288 sf Glazing Percentage ......... Average Glazing 19 0 of floor area U -value.... Ceiling Height ..... 0.5 Btu/hr-sf-FAverage 8.8 ft BUILDING -ZONE -INFORMATION _________ Floor # of Vent Special })�, Area Volume Dwell Cond- Thermostat Height Vent Area peg (sf) (cf) Units itioned Type (ft) (sf) 7 --- - --------------- i"r'+7 ------------------ - - - - -- --------------- e��+ 2492 21930 1.00 Yes Setback 2.0 n/a t 4ETHOD SUMMARY Page 7 C -2R ---------------------------------------------- ----- ----- Ltle.......... SUN VIEW RD Date........ 07/06/99 ---------------------------------------------------------------- ZOPAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Program -FORM C -2R ,!User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 ---------------------------------------------------------------------- OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ ry (sf) value R-val Azm Tilt Gains Reference Comments ----- ------ ----- ----- --- ---- ----- ------------ ---------------- 297 0.088 13 90 90 Yes 328 0.088 13 180 90 Yes 443 0.088 13 270 90 Yes 40 0.088 13 315 90 Yes 344 0.088 13 0 90 Yes 268 0.088 13 90 90 No 56 0.088 13 180. 90 No 20 0.330 2 90 90 No 20 0.330 2 90 90 Yes 18 0.330 2 270 90 Yes 2492 0.028 38.8 n/a 0 Yes 2204 0.037 19 n/a 0 No Vinyl Slider 0.500 PERIMETER ---------------- LOSSES W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 W.13.2X4.16 None None None R.38.2X4.24 FC.19.2X8.16 LEFT WALL LEFT WALL BACK WALL BACK WALL RIGHT WALL GARAGE WALL GARAGE WALL GARAGE DOOR FRONT DOOR BACK DOOR ROOF FLOOR Length F2 Insul Solar irface (ft) Factor R-val Gains Location/Comments �. :---------- --------------------- --------------------------- S1abEdge 68 0.720 R-0 No SLAB EDGE i FENESTRATION SURFACES --------------------- # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ (sf) es Type Type value Azm Tlt Only Shade Description -- ----- ------------- ------ ----- --- --- ---- ---- --------------- t 20.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 4.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 25.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 4.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 6.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 5.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 6.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 4.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 25.0 2' Vinyl Slider 0.500 90 90 0.88 0.78 None 16.0 2 Vinyl Slider 0.500 180 90 0.88 0.78 None 40.0 2 Vinyl Slider 0.500 180 90 0.88 0.78 None 24.0 2 Vinyl Slider 0.500 180 90 0.88 0.78 None 20.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 40.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 16.0 2 Vinyl Slider 0.500 315 90 0.88 0.78 None 80.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 53.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 18.0 2 Glz<50% Hinged 0.510 270 90 0.88 0.78 None 40.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 7.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 9.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 12.0 2 Vinyl Fixed 0.540 90 0 0.88 1.00 None Ir � C V MTR METHOD SUMMARY -�-{ "'=--`_ Page 8 C -2R Poje�ct;Title.......... SUN VIEW -RD------------------====-Date= . . . . . . . . ========07/06/99 r,4M, PASO v4.51 File-1PEPPLR Wth-CTZ11S92 Program -FORM C -2R !,` $,•',.;' f_,,!!�, User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 --.-------------------------------------------------------------------- OVERHANGS AND SIDE FINS t1,�) ' ;' E I Area ----------------------- -Window- -Overhang -Left Fin- -Right Fin— ; ,� ��< < Sufac (sf) Hght ----- Wdth Dpth ----- ---- Left Hght Ext ---- ---- Rght Ext Ext Dpth Hght Ext Dpth Hght HOITSEI----- ---- ---- ---- ---- ---- ---- ---- ";Window,''{ 20.0 2.Window", 4.0 5.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a ?3rWirdO�1� 4.0 25.0 1.0 5.0 5.0 2.0 5.0 4.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4: `. 1.0 n/a n/a n/a n/a n/a n/a n/a n/a ,Window; 4 .0 5 .0 5 .0 4.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a iS',�Window; 6.0 ;'��6+(,,'Window: 5.0 6.0 1.0 1.0 12.0 6.0 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 n/a n/a n/a n/a n/a n/a n/a n/a R oWindo.' 6.0 --:18',Windo,t 4.0 6.0 5.0 1.0 12.0 5.0 4.5 2.0 n/a 0.0 n/a n/a n/a n/a n/a n/a n/a o n/a n/a n/a n/a n/a n/a n/a n/a ��11Window 25.0 O Window 16.0 5.0 4.0 5.0 4.5 4.0 2.0 1.0 n/a 0.0 n/a n/a n/a n/a n/a n/a n/a �'l;�boor..{;+ 40.0 6.6 6.0 20.0 n/a 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 1;�,f jWindow,i 24.0 1 ndoW� 20.0 4.0 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 5.0 13.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 1�4;Window 40.0 ;1!5.,,'Windo, i 16.0 5.0 4.0 10.0 1.0 4.0 12.0 0.0 n/a 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a zfDgor�a;', 1,{7, ��oor�,•r' f i 80.0 53.0 6.6 6.6 12.0 11.0 8.0 6.6 0.0 n/a 0.0 n/a n/a n/a n/a n/a n/a n/a n/a �!II, n/a n/a n/a n/a n/a n/a n/a 18'tl�700r�. 19+�D00 , 1:.I . 18.0 `t+, 6.6 2.0 6.6 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 2b:ndowl 7.0 6.6 3.0 6.0 13.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 4;W�r0o,► �� 9.0 3.0 3.0 2.0 3 2.0 0.0 n/a 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a , .0 n/a n/a n/a n/a n/a THERMAL MASS ------------ 'j;I ., Area Thick Heat Conduct- Surface Mr �s ;iTyp'e�' (sf) (in) Cap ivity R -value Location/Comments -.,t HO SE -.---- - - ----- ----- -------- -------- -------------------------- ') S1 OnGr'•ade nt+Cr'OrHorz 288 100 3.5 28.0 1.0 24.0 0.98 R-2.0 SLAB FLOOR !; 3 'Int 't 'orHorz 185 1.0 24.0 0.67 0.67 R-0.0 R-0.0 TILE COUNTERS TILE FLOORS HVAC SYSTEMS , .1.; Type Minimum Efficiency Duct Duct Duct , +, ,System Location R -value Efficiency .I r,i.,',,i k•�!� OUSE----------- ------------ ------------- ------- ---------- ��. '; i{'.+�11 urnace I ACSplit 0.800 AFUE Crawlspace 12.00 SEER Crawlspace R-4.2 R-4.2 0.830 0.860 J+ �t a WATER HEATINGSYSTEMS Number Tank External an e. Heater Type Distribution Type in System Energy Factor Size (gal) Insulation R -value - - --- ----------- ��''��rSto a -------------- ------ -------- ------ ---------- k.g e, Gas Standard 1 0.60 50 R-0 5, + I sr 11r.=; •'ll� k •i , f1�i ti7.;lilk, fETHOD SUMMARY Page 9 C-2R Le.......... SUN VIEW RD r Date : 07/06/99 6PAS4 v4.51 File-1PEPPLR Wth-CTZ11S92 Program-FORM C-2R User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 I fr-------------------------------------------------------------------- SPECIAL FEATURES/REMARKS ------------------------ V ING Page 10 HVAC e. -------------------------------------- -------------------------------------------________________ `tle.......... --- SUN VIEW RD Date........ 07/06/99 ----- Address........ SUN VEIW RD ******* ---------------- �p; ;'� , PARADISE *v4.51* a�'on Author... Robert A. Man rum ******* g Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date 2�Cilze........... 11 --------------------- 66iMethod MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MOPAS4-v4�51--File-1PEPPLR Wth-CTZ11S92 Program -HVAC SIZING I Llaf;User#-MP1342 User -Paradise Mechanical Run-PEPPLER TITLE 24 r-�---------------------------------------------------- HEATING AND COOLING LOAD SUMMARY GENERAL INFORMATION Cooling '` ------------------- Floor Area. 2492 sf ----------- 15790 Volume .. ..... ............ 21930 cf „t Front Orientation.......... Front Facing 90 deg (E) Infiltration ..................... Sizing Location............ PARADISE Internal Gain .................... n/a Latitude. 39.8 degrees 1383 Winter Outside Design. 30 F Winter Inside Design....... 72 F Summer Outside Design...... 99 F Summer Inside Design....... 75 F �• Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 43084 29044 Latent Load ...................... n/a 8713 ----------- ----------- Minimum Total Load 43084 37757 e loads shown are only one of the criteria affecting the selection ),equipment. Other relevant design factors such as air flow ,tints, outdoor design temperatures, coil sizing, availability of t', oversizing safety margin, etc., must also be considered. It is $designers responsibility to consider all factors when selecting '11equipment. r Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 15790 ----------- 6662 Glazing Conduction ............... 9982 5704 Glazing Solar .................... n/a 8639 Infiltration ..................... 13396 4557 Internal Gain .................... n/a 2100 Ducts ............................ 3917 1383 Sensible Load .................... 43084 29044 Latent Load ...................... n/a 8713 ----------- ----------- Minimum Total Load 43084 37757 e loads shown are only one of the criteria affecting the selection ),equipment. Other relevant design factors such as air flow ,tints, outdoor design temperatures, coil sizing, availability of t', oversizing safety margin, etc., must also be considered. It is $designers responsibility to consider all factors when selecting '11equipment. r f 0.00' 11' 0.00' - 12' 0.00' 8' 0.00' 11' 0,00' 14' 0.00' 6'A' 14' max. span PATIO SLAB COA 6' 0,00' —F- 4' 0.00' 14' 0.00' �e7f' — �3,erj 6t% G Syr1� 14' 600' . 5'x15'x12'( rein.) peirs w/ 6'x6' posts ke CB66 anchors and CC66 caps x 4 post using LCB 44(min.) - #5 x 14' dowels eMb'd 5' Min. v p,typ. all exterior pads. 1 / 101-0.00, ,I v 2 x 8 floor joists I 16' O.C. w/ Max — span of 11' cont. 11' i.00' through out. f .f ,. r7o ._. __-... _.... _...�__............ ..............._....�+..�.._ .._..,�.�... ...._....+s,�. ....._.. .e_.........,- -.. ........�.....�.. .....-.....y .. ....�y......_....,,_a........:_�..... «_...�...w�...�w....... _ a. _ ..J.....au.........a.�.,...�.,.�SSr.am,1..... .S 41 0— ce r c, t