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HomeMy WebLinkAbout064-460-00106446—"Ol 00-1482 KING, ROBERT r—1 ✓ -� 4021. � WYCLIFF, MAGALIA CONTR: DON CARR B —jq— Ly NEW SINGLE FAMILY DWELLING 9 NOTES i 11 -- RESIDENTIAL 06446 -MOI 00-1482 PERMIT NO. KING ROBERT- - — -- - y'l 13. WYCLIFF, MAGALIA C CONTR: DON CARR NEW SINGLE FAMILY DWELLING / Elm C6 04 3- (oC4IZ3 SPECIAL CONDITIONS ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS . SUB -STANDARD HOUSING LETTER OFFICE COPY Address �7 r CHECKED BY GAS Meter By Date ELECT I Meter By Day F . I r t f� �f p � { JOB FINALED (Date) 1 t Signature n . Al -oil No, 6K Not Applicable Not Ready: MOBILE HOMES `a Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Date MOBILE HOME INSTALLATION (Plans) OK except #'s \ a_► i. l 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Tie Downs -Type -Installation Cert. 7. Well Clearance & Disconnect • 11. 8. Utility Clearance Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s \ a_► i. l 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Z 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses x 9. Siding; Nailing -Veneer -Stucco -Mesh i '1's10. 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 t 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 Lghig. 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 8-1 /= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single &Duplex) Date Underfloor (Plans) OK except #'s .. Date oning-Setbacks- Ease ments-Flood -Slope 46. a qcw Ft ., Main; Soils-Elec. Gra.-111- r Ftg. Depth ling. 3 Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 8 Fir wig., Porches & Decks; Soils -Steel-/ r Fig. Depth Atti I Alemwalls, Main; Steel-Blockouts-Wrapped dr 6�e—walls, Garage; Steel- Blockouts-Wrapped araei and Special Anchors 8 iers- Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sew 10. UF, Gas Pipe; Size AnchorsYard Gas Pipin44.ze Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underaround 13. Pleyems & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies V--,'Cc—cess & Ventilation 16. Insulation Date 11 Card B-1 � Date Card B-1 Date Card B-1 Date Card B-1 Date ;24PLUMBING (Permit) OK except #'s 17 Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection ;Test Fittings & Anchor -Nail Protection Shower an; Test, First Floor -Tub Access 21. Toeffub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s adig<e & Transformer Clearance -Ins. Protection fW"Ejod-Receptacles Spacing -Lights & Switches at Doors Siz,p.Boxes & No. of Conductors Stapled 64' Installed Close to Edge of Studs & C.J. Egye�Ground made up w/Mech Fasteners -Bond Gas & Water 2 A fiance Circuits in Kitchen ,& Conductor Size GFI ubfeed Wire Size / / ga. u AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Ins lated Neutral D Yes O No 3 Service -Riser Conductors & Ground Main Disconnect 3 uip. Clearances Panels-Motors-Mech. Equip. 33,`&!q,thes Closet Light -Shower Light -Spa Light Date Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEPKANICAL (Permit) OK except #'s is Insulation & Support 64' 3fiolfentfan, Exhaust above insulation 3 and s to Drain & Overflow, Size & Grade 3 ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 Attic Access & Platform if Furnace in Attic EI c. Trim & Subpanel, Breaker Sizes & Labels . 59"Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date gFIWMING (Permit) OK except #'s 4 S>­V�roper Materials & Anchors 74'.' 4 ' W Studs -Nailing Spacing & Braces -Plates -Sound 7e6 . Duct in Garage -Damper e g Walls over Girders & Floor Nailing Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Dr Stop in Walls (rat proof) Plb., Elec. & Mech. Equip. Listed for Location Fitops, Furred Ceilings -Stairs -Chasers -Tubs 7 . 49"Headers & Beams -Size & Bearing .3� FRAMING (Contin Joist-Rftr. Ties-Purlin-Roll Brac.- ce Ties or Type A Flue -Fireplace Throat Clearance ;cess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions a Fire Protection Framing ty Line Firewall & Openings )ors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection d on Roof Overhang -Attic Vents -Rafter Outriggers Nailing Veneer 69.Mesh-Drip Screed -Fd. Vents-Underflr. Access l tyi6lear Walls; Nailing -Bolts T� avr/� la/ ,esraee Interior/Exterior Wall Panels . . 62. Infiltration -Walls -Windows Date �- Card B- / Date Card B-1 Date 7,4 Card Date Card B-1 Date FINAL (Plans) OK except #'s FA -Steps -Door & Sidelight Protection -Landings 64' Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting I. & Bath Fixtures & Tub Access -Spa EI c. Trim & Subpanel, Breaker Sizes & Labels . 59"Stairs & Rails 7 i place or Stove, Clearance -Hearth ._Elec. Outlets at Wood Panel, Int. & Ext. 2. . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance E Outlets & Receptacles at Kit. Counter 74'.' -Garage Fire Door; Swing -Landing -Closure 7e6 . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 . Plb., Elec. & Mech. Equip. Listed for Location 78--ffl—e. Receptacles in Garage (F.F.I.)-Romex Protection 7 . n lion -Foam -Looked in Attic 80r'Gyard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes Following Instld./Drive D Yes 0 No/Walks,:) Yes D No/Planters D Yes 0 No 8 . Stucco Brown -Finish 89/<C .Unit Disconnect, Electrical -Plumbing 8 e s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground ,§B! Ventilation Throughout House 89. Glass Protection 90. Corre ons from Previous Inspections 91. est -Meters Tagged, Gas -Electric 2. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: s -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 06 rY_ L? OWNER / PERMIT NO. a f .i< 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. .„H r � z cLvP 454 4;- f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU/LDG DIVISION 7`County Center Drive • Oroville, California 95965 • Telephone (5-75g PP;R�,MIT No. (Rev. 12/96) APPLICATION AND PERMIT/ ASSESSOR PARCEL NUMffER 064-460-001 ZONING R-2 BUILDING PERMIT OWNER ROBERT KING TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 5871 KIBBY PARADISE 95969 319 C 4147.00 CONTRACTOR'S NAME DON CARR TELEPHONE 877-6094 584 4088.00 32 U 11,376.00 cGM�ADDRESS 1301 BENNETT PARADISE 95969 CONSTRUCTION LENDER Fireplace A LENDER'S MAIUNG ADDRESS Total valuation $ 146,121.0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 804.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $--522.60 SUILDINGADDRESS 14213 WYCLIFF MAGALIA 95954 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1369-60,,7` LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 111 7.00 77.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: --8TF3 RR Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR UE Main Service .0AORueSS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 25Lic. No._j� �i % OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. E-1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier X%/tea Policy Number''- _ G (The above sections need not l5e completed if the permit is for work of a laluation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall foith comply with those provisions. // Xo_ffl Date /jam Si na re of App i Ma Own ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00so CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNS. ( & ACC. BMS.294 3.50FT.103.15 ONS =RESI.T. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL @ 1.50 FIXED APPLNS. OR Ex. Occup. ouTLETs RESID. E0. S.00 Temporary Service 23.00 23,00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 169.15 MECHANICAL PERMIT Fling Fee 20.00 Heating 30.00 Cooling Hood 6.50 6-50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4b. UU Occ CONST. TYPE TOTAL FEE $ 1811.75 - HAZ. O, FEES IMP FLo96 �/ cDf � PARCEL ✓ pp HD IS:I 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. y Date LO PERMIT EXPIRES ON 7 Z Defe Receipt No. 294968/$1798.65 ) `- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPICIrOR GOLDENROD -APPLICANT H. USE ONLY Plot tsi"Fl=nttachad Floor Plan Attached _st Sant to B.O. TO: Building Department FROM: Environmental Health =SUBJECT: Sanitation Clearance s Ownerl Location AP# Plan Approved for: Sewage Disposal ►' ry , Water Supply: Public Private Well Clearance for e dvdemg. G4her L/• QarX=QR- 12f)-'- �erv/� mer- 41 14ftV foil Hold final for:' , Final clearance O.K. for: NOTE: a 12044 % - /Z - vD Environmental Health Specialist ` , Date 8/96 r COUNTY,OF BUTTE - DEPARTMENT, OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 i PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC CL/ L Proposed Building Use: _S� Building Inspector: Date: At time of permit application,4 vVas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 0?2f Plot plans, 3/4 sets, signed by the preparer of plans. --------------------=--------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- (5/ ry Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Wb, Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ . Hazardous Material Form. ------------------------------------------------------------------------------------------ r�'Fees nufactured Home data and installation instructions including Tie Down Specifications.------------------ 61 of $ J Q ---------------------------------------------------- -------------------------------- pact fees as shown on the attached schedule.- _- v------------------------------ �i V2. California Department of Forestry plan approval/fees. s --v -W <� -�= 3.. Flood elevation certificate. -----------------r----------------------------------------------------------------------- S'anitation and plot plan approvalC (C QHealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval fror the City of Biggs. ---------------------------------------------- ❑ 17: Planning approval for (A) Use: 0 V_ - (B) Parking: -------------------------- 7 -11— l1d 125. Contact Land Development about ghnip,ovements, ❑ Drainage, Legal Parcel. ----------------------- O I, ❑ 19. Encroachment Permit for driveway (construction approval prior to occu ancy). ---------------------------- El 20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ------------------------------------- --------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ` tter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- -- Q26. 026. Letter of intent on building use. ----------------------------------------------------------------------------------- Fz ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- E130. Other:------- �ou issueG a enru , ro ollows ❑Mail to owner, ❑ t contractor. ephone D�Q and hold for pickup at C office. ❑ Deliver with inspector. 3Y_2 u c y; 12 k/ g/Z B/oo Py. Applicant: l/�.� Cl/G1��i�-�- Dater ®` ;7— oe, Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep ent, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Dep artm t, O er Date: By: 1. Index permit application for the above items numbered: ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above requir4data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner as sed of the above required data by ❑ phone, ❑ mail, ❑ Building �vnisi^o.rr�Jounter, by Rate: Plans reviewed by: Date: Plans approved by: I Y V�^ Date: (— Sets of plans on fiold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. •... - COUNTY OF BUTTE t DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ` SCHEDULE OF FEES DUE OWNER A. P. #0C /V PROPOSED. BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ ' SCHOOL DISTRICT FEES ff id at District Office) io' V� --3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units pn Commercial (sq.ft•).... x $0.03' _ $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) , Residential (per unit) . x #Units Amt. Commercial (sq. ft.). x _$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES �X10.00 (paid at Building Division) 7SRA FIRE INSPECTION AND PLAN CHECK 9.00 (paid at Building Division)' F 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) ' 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance, of the building permit. These fees may be changed during the plan checking process. , APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the projector 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) 7 AV BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM v (One form per, Building) !Ir School District Building Department No. A.P. Number% �(Q� �(�/ l Jurisdiction: City County Property Owner Property Location/Ad dress - Subdivision Residential Development 4 Commercial/Industrial t Lot No. C. -k- [moor mans reviewed oy 5cnooi uistnct Personnel) Distr'ct OIdentification No. j School District certifies that (Street Address) f(City) has complied with the requirements of Resolution No. representing Gsquare feet. tierRepresentativeA.+..., "` t i •'. Paid by Check N _ Remarks: 44e"��. 14� (Applicant) V % 977 (Phone Numbei) L �S7s ■ (State) !Zip Code) by payment of $ AB 2926 $ FULL\MITIGATION E ( Notice: You may protest the imposition of the fees identified above by submitting ay written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from .the date fees are paid�Failure to subinit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. (�; If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being revi ed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impe!ct on the school district's schools. White (applicant), -Yellow (building department), Pink (school district).. teetorm.xls (10/98)dmm d.: �H 2�b10 0027944 -r -AND .`HEN RECORDED MAIL TO: +n , , BUTTE COUNTY BUILDING DIVISION ` ' . "a� ' ^r Recorded . I REC FEE .. 13.00 7 COUNTY CENTER DRIVE ! ' ' Official Records OROVILLE, CA 95%5 r p, i r County Of I BUT I• CANDACE J. GRUBBS ' ca Recorder" +' ROSEMARY DICKSON' A Assistant 1 Kristyy 02:22PM 20-Jul-2000; I Pae 1` of 3 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 y, 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:pr - erty should be'prepared to accept such inconvenience or discomfort from normal, necessary farm operations.' •y All that real property situate in the County of Butte, State.of California, described as follows: ' r , `... r R SOA. . , f Qom• _ _ � 1 �• f� 'r y •• �•`� ` ` , . 7/20/.00 z PR PERTY OWNERS: Datea -t . r . r • 1- n' t • ' /Robert Arthur, King t` 4VErzN�t prue-e-• lUN State of California County of - B ti t t e f. ) , r i ' r ' Oil 7726/00 before me, Cheri Hovey,,-notary"public personally appeared Robert Arthur K i riq * * * * * personally known to me (or proved tome 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/theyhegecuted the same' iu his/her/their authorized capacity(ies),• and that by Y his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the"person(s) acted, executed the ' instrument. WITNESS my and and official. seal: Signature `' Seal: Q,•�'" "," , CHERI HOVEY ; O'= ` Comm. #1159283 '{ `- NOTARY PUBLIC CALIFORNIA 4 BUTTE COUNTY ' ,A.P # b `- -'/ b D n My Comm. Expires Oct. 20, 2001 t 9E-0!010 Order No. 3•-172349 SCHEDULE C The land referred to herein iv described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL is Lot 116 as.shown on that certain Map entitled, "PARADISE PINES UNIT 6", recorded in the Office of the Recorder of the County of Butte, Stat© of California, or, August 26, 1970, in Book 35 of Maps, at pages 92, 93 and 94. Certificate of Correction was recorded December 2, 1970 in Book 1648 of Butte County Official Record3, at page 3. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and. that no damage shall be done to the uurface of said land. AP No. 064-460-001 PARCEL II: A non-exclusive easement over Jots E and F (the common areas) of said Paradise Pines Unit 6 and the lots designated for common and recreation areas as described in the Declarations of Annexation for Units IV, VI, VIII and X, as described in Parcel 3. END OF DOCUMENt c 7Y' wee j �h ii t r AMERI STATE OF CALIFORNIA l } }ss. COUNTY OF & } On Jug y 20 Z000 before me,��f� woo—C) personally appeared i/f�?LA/A- ' A - t, t GC KlAla ----� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h4np and Signature woo � (This'area,for official', notarial seal) t' ai. GREG WOOD 0•:;Comm. #1114582 NO fARY PUBLIC -CALIFORNIABUTTE COUNTY Comm.' -Exp. Oct. 26. 2000 'A Title of Document Date of Document No. of Pages Other signatures not. acknowledged GI -5191 3008 (1194) (General) First American Title Insurance Company CHICO ENV. HEALTH ❑ APPROVED Permit82- Genera/Information Owners Name: _ Owners Address: Building Site Address: EEIS_y Septic Well IDITIONA.LLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Date: '7JRD AP#: Parcel Acreage: L ON Prot�ertylnformation Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Permit Type: . ❑ Agriculture Building ❑, Commercial ❑ Industrial ❑ Mobile Home . SFD ❑ Residential Accessory Side ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel 19 septic ❑ Well ❑ Other Zone District: �—�Z Side street Date of Zoning Ordinance: ' .3 _1 u - 79 General Plan: Rear Developinent'Agreement: . Use Permit: Height . Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes; check use. Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area J* No ❑ Yes Specific Plan jj No E] Yes ❑ Chico ❑ D2N ❑ Cohasset , Enterprise Zone W No ❑ Yes, check use Floodplain ® No ❑ Yes -Zone: , ^ I Panel Number: ® No ❑ Yes. Watershed Protection Zone Proposed Use Complies With: General Plan Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit " . ❑ Accessory Building Use Commercial/Industrial/Multi-Familv U Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage.Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side O Side street Rear /. Height . Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created bye ❑ Deeds Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes &Map Date of Recording:-1�-b — 0 Lot: Block: Book: Page .,/ ) l Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction.across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment) ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). v ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: YP&N REVIEW RESPONSE SORM In order to expedite the review of your plans, please complete the; following information and return this form with your re -submittal Il this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'ILere must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: d'/// ? 'PARCEL NUMBER e6z—�-6D eDr ev — l9-vc'Z KtSPUNSt 1 -UK PLAN (:MtGK Lt 1 I tK UA 1 tU: t, �'94/ - PLAN CHECK ITEM N RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (s AJ 7— s -7'V' W I O/�( ( rq1VS 'S'G l/ � �' 3 3'C � �!/. /O'er .L. � = � Y 7 ✓� /iv � �T DCS/.meg � = r / %ti ? 2 ^ � s. FA PLAN CHECK ITEM tt RESPONSE BY: RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS:D 'S'G l/ � �' 3 3'C � �!/. /O'er .L. � = � Y 7 ✓� /iv � �T DCS/.meg � = r / %ti ? 2 ^ � s. W & k&"Y4iJ o/v f W .ft hf -=-V 6t'r /V,07- J -IfVWIV /N /V'a T -'.s. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 7 7 COMMENTS: COMMENTS: ZV—. 5 %x,77 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ZV—. 5 %x,77 'S'G l/ � �' 3 3'C � �!/. /O'er .L. � = � Y 7 ✓� /iv � �T DCS/.meg � = r / %ti ? 2 ^ � s. PLAN CHECK ITEM as IRESPONSE BY: (LOCATION r/ p AKN REVIEW RESPONSEO)RM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. Ii this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others' is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS OWNERS NAME DATE: 46—" % I/I IV6C g/0/0 i ASSESSORS PARCEL NUMBER PERMIT NUMBER 0&e/ --X60--00/ 00 -//1/£SZ ncJrvivJC rVM rLAN 1.rltf.,N Lt I I tK UA I tU: PLAN CHECK ITEM # RESPONSE BY:/ � LOCATION ON PLANS/CALCS: c.S F:/ Vit L COMMENTS: TU_ G,Oi PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Al o�� soup w i N 00u9 S COMMENTS: ek 'OWES C A JG _b S I�IIIJC� G�QOI� C A�J Ce -b ,PLAN CHECK ITEM q RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: �GrS°G ��1L�c�.-Tl2lis�- COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: D �/G oGc.��U� G/q._ COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: L , %Yv� ©� LOCATION ON PLANS/CALCS: c'Al2,,-2 3z�3 Z COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 4 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �v/ /ice /uv A^ PLAN CHECK ITEM•# RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530)'53'8-21'40 FAX August 8'200.0 Robert King .5871 Kibbler Paradise, CA 95969 Re: Building Permit Number: 00-1482 Assessor's Parcel Number: 064-460=001 Dear Mr. King: This officehas, performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans,. specifications and calculations as follows: 11 Provide typical eave and gable end connection details. (2J' Provide shear transfer detail of interior shear wall connections to the. roof diaphragm.. OK 3'. Provide 63A truss detail -as specified -in the, structural calculations designed to,carry, 85-plf lateral load. oil Provide calculations for the garage door header and show size and type of beam on Ptk the plans. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha.Whitney on. July 25, 2000. Additional items may be . required, when plan check is resumed: .If you wish to discuss any requirements, you may contact Martha or me at (530) 538-75.41 between the hours of 1:00 ppm_:and�4.00 P.m-, Monday through Friday. Sincerely, Philo Hunt, .P. E. C)L4 1400 0<0 Plan. Check Engineer cc: FLT Engineering , t - o�uTrF0 Departilr><ent•of Development Services i o o - Building Division 7 County Center -Drive ` t ®' _ =*>_� 0 Oroville, CA 95965. (530) 538-7541: (530) 538-2140 FAX July'25,�2000 4 Y Robert King ' 5871 Kibbler t j Paradise,.CA 95969 :* Parcel Number: 064-460-001 ` Building Permit Number: 00-1482" This office reviewed building plans for the permit application referenced above. The plans .examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed 'PLAN REVIEW RESPONSE FORM. Indicate y which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for:plans,,all party's must'respond on the PLAN -REVIEW RESPONSE FORM.' PART -I Provide additional information and/or make revisions to'plans; specifications and calculations as follows: Provide location of hot water heater. Show location directly on the plans. Size affected trusses for mechanical unit located in the attic. ; Provide new truss layout showing location of revised • trussed. 4. Engineer is to provide foundation design for truss loads over 5000 pounds.' Truss Gf,has not -. been addressed in the calculations. Engineer of record is to provide a- stamped signed letter that l he has reviewed and approved the trusses per his lateral design.. 5. Attachment of deck ledger to the house may not be made by nails subject to withdrawal. ` Provide new design. E i 6. Is the chimney to be a full masonry, chimney or wood framed with brick veneer? 7. yProvide manufacturer's specifications for AC unit with a SEER of -12. 8., Windows on the North and Soutli elevations.of the house differ in size between the house and the energy. Please revise. 9. °Provide operable windows in the living room. ' " Review of the building plans by the Butte County Building Division engineer has not been.' s w completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. PRC -ECT PROCESSING Rf r -ORD APPLICAivT: OWNER: PERNM #: A. P. #. WORK DESCRIPTION: DATE ,Rs.©() 6, 1-7-0o 8-zz-oc� �-n Y� - rev=ue 4-� �'J/ SC v tri w// /��✓i� ��v/c�1 — /-h' wr c� /1.a.+►�7 � �- nom. �1, �� �' i STRUCTURAL DETAILS: 1. Conventional constru — all• y shaved buildings (Uniform Building Code section 2320.5.4). 2:. Standard bracing or engineered desi _ ZJniform Building Code sedtion 2320.11.3 2 Clerestory requiring b oon framing and/or engineering. Three story building requiring engineered calculations and plans.�'�'u� 5 Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. r Elevations and wall construction details complete enough to construct building. �8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10: Fireplace construction details and calculations if necessary. . Garage door header size(s). OC - c� +" 0— header l a 12. Porch header size(s). �e + �y-a % � � p�� Stud heights. �� pQ r — cl e. d w'u� 14. Expansive soil — special foundation designrequired. CGS--�-d � 15 Retaining walls requiring design.c�CGv�v �e Special Inspection requirements. 7 Header sizes.. _8. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS:cvi 1: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006):. f —co 2.(0..Guardrails (Uniform Building Code section 509). oSCOO & �o 3.. Brick or stone veneer (Uniform Building Code section 1403). �l/bcJ r- �OUhC(aj-' C-1'7 p.aster weep screeds(Uniform Building Code section 2506.5 C61;60 c2 kj � Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). R ogf covering type '_ (fire hazard). 0 �O /Y: Fo_an insulation -protection. hue 36" halls and stairways (Uniform Building Code section 1004.3.3.2). ��� CCL O� Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10'- Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). AW6'access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances —LPG requirements. (�,�y �y� on OOL . VF12�"shing ond requirements.�7j X � �o,� ZZnergy design compliance and supporting documentation. Q r4A 1�j -z at all exterior openings. 16. CDF responsible area requirements. / 17. Building Permit requirements: SRAd ? 17.1. . ��v ' e f ' 17.2. Flood elevation certificate. C.& 1 2 17.3. Fire Spiinklers required. V 17.4. Special Inspection requirements. 17.5. Use Permit conditions. d�4-TU i '% C -� 17.6. Sub -Standard Housing letter. �' nG-('/J%''114 C14-0 p Page 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISC LLAA F'OUS ONLY Owner: G Building Permit Number: 0 0 Plans Examiner: A. P. Number: (0 GENERAL: �l Zoning requirements - (number of permitted living units). Building permit valuation. Plans signed by the designer. 14' Proper description of work. on the application. Existing violations on the property. frl Recorded notice of violation. PLOT PLAN: X' Complete parcel size and dimensions. /2' Setbacks, side yard, easements, etc. ,Y Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (Nois ,SRA, ire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. �l Building or utilities across lot lines (record form). FLOOR PLAN : Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniforth Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7).'- 5. Glazing in Hazardous locations (Uniform Building Code section 2406)... 6. Required room sizes and ceiling heights (Uniform Building'Code section 310.6). ��®C�� � GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). �1r0 i( -r &- 8. Prohibited locations of gas water heaters (Unifoim Pluiinliing Code 509& 1213.5). Of Prohibited locations of gas heating equipmetit`(Unifo"iinMechanical Code 304.5). Garage fire«•all separation - regw-red on jam' g6 `side iacTudrng supporting walls and posts Worm Building Code section 302.4 exception #3). 11. Wood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). y2 Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). 1 ' Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). w Page l of 2 t LOERKE INSULATION 60., INC. INSULATION CERTIFICATE 14213 Wycliff ` ` - M'agalia ' Number and Street^'. City t Butte Y Lot Number County ` Subdivision DESCRIPTION OF INSTALLATION ' 1. ROOF { Material Brand Name Thickness (inches) Thermal Resistance (R-Value) 2. CEILING Batt or Blanket Type_Fib_erWa_ss_Batts Brand.Name Johns Manville Thickness (inches)_;, 10.25 -Thermal Resistance (R-Value) R-30 Loose Fill Type "-~fiberglass' Y"� - - - z -' Brand Name Johns Manville - 2 Contractor/s min'.installed wei ht/ft s 0.500 fib. 9 4• Minimum Thickness 13.00 inches. �-Manufacturers installed weight per square foot to achieve Thermal Resistance (R Value) R-30 • 3. EXTERIOR WALL Material Brand Name _-Johns_Manville Thickness (inches) 6.5 Thermal Resistance (R-Value)- R-19 • • r 4. RAISED FLOOR - Material Fibe[glass Batts Brand Name' Johns Manville Thickness (inches) 6.5 Thermal Resistance (R-Value) R-19 5` SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R-Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R-Value) DECLARATION r I hereby certify that the above insulation was installed in the building at the above. location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate of 'compliance, where applicable. C.L.#499150 �jC 3U LOERKE.INSULATION CO., INC. Item #s Si na ure, at Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s7 Signature,- Date Installing Subcontractor (Co. j ame) Or General contractor Co. Name Or Owner v Item #s Signature, Date r Installing Subcontractor (Co. am) Or General Contractor Co.. Name)Or Owner 'k - ♦ q, TABLE OF CONTENTSTOC Project Title.......... KING RESIDENCE Date..09/05/00 09:00:2.9 Project'Address........ WYCLIFF ******* MAGALIA, CA *v5.10* F 2' Documentation Author... ROBERT MANGRUM ******* Bui ermit Paradise Mechanical �✓ //- 4Q 5655 Almond Street Plan Check Date Paradise, CA, 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 TABLE OF CONTENTS Report Page FORM CF -1R................. 1 FORM MF -1R.................. 4 FORM C -2R.................. 7 HVAC SIZING........ 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 Project Address........ WYCLIFF ******* MAGALIA, CA *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 GENERAL INFORMATION Conditioned Floor Area..... 2315 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 80 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 20.1 0 of floor area Average Glazing U -value.... 0.49 Btu/hr-sf-F Average Glazing SHGC....... 0.55 Average Ceiling Height..... 9.2 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U-value-Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WA.LL Door None R-0 R-0 R-0 0.330 GARAGE DOOR Roof Wood R-11 R-19 R-30 0.031 ATTIC Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (E) 9.0 0.490 0.550 Standard Standard Yes Window Front (E) 15.0 0.490 0.550 Standard Standard Yes Window Front (E) 15.0 0.490 0.550 Standard Standard Yes Window Front (E) 5.0 0.490 0.550 Standard Standard Yes Window Front (E)- 5.0 0.490 0.550 Standard Standard Yes Window Front (E) 20.0 0.490 0.550 Standard Standard Yes Window Front (E) 5.0 0.490 0.550 Standard Standard Yes Window Front (E) 15.0 0.490 0.550 Standard Standard Yes Window Front (E) 15.0 0.490 0.550 Standard Standard Yes Window Front (E) 8.0 0.490 0.550 Standard Standard Yes Window Left (S) 15.0 0.490 0.550 Standard Stag Yes Window Left (S) 8.0 0.490 0.550 Standard Stn`dardm IVYes Window Left (S). 10.0 0.490 0.550 Standard 4tc Yes Window Left (S) 40 . 0 0.490 0.550 Standard �" iad}y -� EPAR` leis CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... KING.RESIDENCE Date..09/05/00 09:00:29 MICROPAS5 v5.10 File-CARR1 Wth=CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 Orientation Window Left (S) Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Back (W) Window Right (N) Window Right (N) Window Right (N) Window Right (N) Window Right (N) Window Horz Standard Equipment Type Furnace ACSplit Tank Type Large System Large Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Heater Type Gas Number in Energy Distribution Type System Factor Standard 1 n/a Tank External FENESTRATION Insulation (gal) R -value 75 R-0 Over - Area U- Interior Exterior hang/ (sf) Value SHGC Shading Shading Fins 40.0 0.490 0.550 Standard Standard Yes 54.0 0.490 0.550 Standard Standard Yes, 31.0 0.490 0.550 Standard Standard Yes 31.0 0.490 0.550 Standard Standard Yes 13.0 0.490 0.550 Standard Standard Yes 13.0 0.490 0.550 Standard Standard Yes 13.0 0.490 0.550 Standard Standard Yes 15.0 0.490 0.550 Standard Standard Yes 15.0 0.490 0.550 Standard Standard Yes 8.0 0.490 0.550 Standard Standard Yes 4.0 0.490 0.550 Standard Standard Yes 18.0 0.490 0.550 Standard Standard Yes 4.0 0.490 0.550 Standard Standard Yes 18.0 0.490 0.550 Standard Standard Yes 4.0 0.570 0.670 Standard Standard None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Heater Type Gas Number in Energy Distribution Type System Factor Standard 1 n/a Tank External Size Insulation (gal) R -value 75 R-0 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot Efficiency Input Fraction R -value Light 0.78 n/a 0.0125 R-n/a 0 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to'manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** AME G&JM This building incorporates non-standard Water Heating Sys CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title........... KING RESIDENCE Harp na/nq/nn no.nn.-36 MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise. Mechanical Run -CARR TITLE 24 1004 REMARKS COMPLIANCE STATEMENT, This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the. California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall designresponsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied'is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DON CARR Name.... ROBERT MANGRUM Company. DON CARR CONST. Company. Paradise Mechanical Address. 1301 BENNETT RD. Address. 5655 Almond Street PARADISE, CA 95969 Paradise,.CA 95969 Phone... 877-60944 Phone... 530-877-888 License. Si Pied .. i g �d (date ned ( ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... . Signed.. date JLqrTE j i mak-UM DEPART iA& i MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 ******* Project Address........ WYCLIFF MAGALIA'CA *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone.. ........ 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. TITE DEPARTMEN MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er mPnr 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. e� 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect j hot water tank. ✓ *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). B . �i DEPARTMEN P MOVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 LIGHTING MEASURES Design- Enforce- er merit 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. a/ 150(k)2 Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures, are IC (insulation cover), approved. ✓ JUTTE MI a APPR10VE11") COMPUTER METHOD SUMMARY g . •. Page 7 C -2R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 P Add w ******* ro�ect ress........ YCLIFF MAGALIA, CA *v5.10* Documentation Author... ROBERT MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone 11 Compliance Method.:.... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 MICROPAS5 ,ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard' Design 15.11. 15.07 11.92 Proposed Design 13.78 17.34 10.44 Compliance Margin 1.33 -2.27 1:48 42.10 41.56 0.54 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 2315-sf Building Type .............. Single Family Attached Construction Type New Building Front Orientation. Front Facing 80 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage.......`.. Average Glazing U -value.... Average Glazing SHGC........ Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) HOUSE Residence 2315 21285 Raised Floor 1 21285 cf 0 sf 20.1 % of floor area 0.49 Btu/hr-sf-F 0.55 9.2 ft BUILDING ZONE INFORMATION # of - Dwell Cond- Thermostat Units itioned Type 1.00 Yes Setback Vent Vent Air Height Area, Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 OPAQUE SURFACES Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE (E) 15.0 0.490 0.550 80 90 3 Window 1 Wall 232 0.065 17.8 80 90 Yes W.19.2X6.16 FRONT WALL 2 Wall 223 0.065 17.8 170 90 Yes W.19.2X6.16 LEFT WALL 3 Wall 332 0.065 17.8 260 90 Yes W.19.2X6.16 BACK WALL 4 Wall 308 0.065 17.8 350 90 Yes W.19.2X6.16 RIGHT WALL 5 Wall 160 0.065 17.8 80 90 No W.19.2X6.16 GARAGE WALL 6 Wall 72 0.065 17.8 170 90 No W.19.2X6.16 GARAGE WALL 7 Door 20 0.330 0 80 90 No None GARAGE DOOR 8 Roof 2001 0.031 30 n/a 0 Yes R.30.2X4.24 ATTIC 9 Roof 325 0.031 30 n/a 0 Yes R.30.2X4.24 ATTIC 10 Floor 2315 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 9.0 0.490 0.550 80 90 2 Window Front (E) 15.0 0.490 0.550 80 90 3 Window Front (E) 15.0 0.490 0.550 80 90 4 Window Front (E) 5.0 0.490 0.550 80 90 5 Window Front (E) 5.0 0.490 0.550 80 90 6 Window Front (E) 20.0 0.490 0.550 80 90 7 Window Front (E) 5.0 0.490 0.550 80 90 8 Window Front (E) 15.0 0.490 0.550 80 90 9 Window Front (E) 15.0 0.490 0.550 80 90 10 Window Front (E) 8.0 0.490 0.550 80 90 11 Window Left (S) 15.0 0.490 0.550 170 90 12 Window Left (S) 8.0 0.490 0.550 170 90 13 Window Left (S) 10.0 0.490 0.550 170 90 14 Window Left (S) 40.0 0.490 0.550 170 90 15 Window Left (S) 40.0 0.490 0.550 170 90 16 Window Back (W) 54.0 0.490 0.550 260 90 17 Window Back (W) 31.0 0.490 0.550 260 90 18 Window Back (W) 31.0 0.490 0.550 260 90 19 Window Back (W) 13.0 0.490 0.550 260 90 20 Window Back (W) 13.0 0.490 0.550 260 90 21 Window Back (W) 13.0 0.490 0.550 260 90 22 Window Back (W) 15.0 0.490 0.550 260 90 23 Window Back (W) 15.0 0.490 0.550 260 90 24 Window Right (N) 8.0 0.490 0.550 350 90 25 Window Right (N) 4.0 0.490 0.550 350 90 26 Window Right (N) 18.0 0.490 0.550 350 90 27 Window Right (N) 4.0 0.490 0.550 350 90 28 Window Right (N) 18.0 0.490 0.550 350 90 29 Window Horz 4.0 0.570 0.670 80 0 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 r% eft ^. - COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM C -2R User#-MB1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 9.0 3.0 3.0 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 3.0 5.0 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 3.0 5.0 9.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 5.0 1.0 5.0 9.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 5.0 5.0 1.0 9.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 6.0 6.6 9.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 5.0 1.0 5.0 9.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 3.0 5.0 9.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 3.0 5.0 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 8.0 2.0 4.0 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 5.0 3.0 1.0 7.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 8.0 4.0 2.0 1.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 10.0 5.0 2.0 1.0 8.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 40.0 6.0 6.6 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 40.0 6.0 6.6 10.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 54.0 8.0 6.6 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 31.0 4.0 8.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 31.0 4.0 8.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 13.0 2.5 5.0 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 13.0 2.5 5.0 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 13.0 2.5 5.0 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 15.0 3.0 5.0 1.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 15.0 3.0 5.0 1.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 8.0 4.0 2.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 4.0 3.0 1.5 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 18.0 3.0 6.0 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 4.0 3.0 1.5 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 18.0 3.0 6.0 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS , Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Large Gas Standard 1 n/a 75 R-0 a OV � r,F v?. vMEN y� DEPA V PM�...4 ' F"�"I79E p . ' .i COMPUTER METHOD SUMMARY ,. r , 4 , , Page 10 C- 2 R Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 MICROPAS5 v5.10 File-CARR1 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation -Pilot System Efficiency •Input. Fraction R -value Light 1 Large 0.78 n/a 0.0125 R-n/a 0 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Water Heating System REMARKS TTE C0 Vffl'� AWROVED J HVAC SIZING Page 11 HVAC Project Title.......... KING RESIDENCE Date..09/05/00 09:00:29 Project Address........ WYCLIFF ******* MAGALIA, CA, *x5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical .5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field.Check Date Climate Zone...... .... 11 Compliance Method...... MICROPA85 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS x5_10 File-CARR1 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -CARR TITLE 24 1004 GENERAL INFORMATION Floor Area ................. 2315 sf Volume.. ......... 21285 cf Front Orientation.......... Front Facing 80 deg Sizing Location.. _PARADISE Latitude... .... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design..... '_ 99 F Summer Inside Design....... 78 F Summer Range. .... 34 F Interior, Shading Used...... Yes Exterior Shading Used..,... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and.Solar....... Glazing Conduction ............... Glazing Solar .................... Infiltration ................. Internal Gain .................... Ducts............................ Sensible Load........... ....:... Heating (Btuh) 10022 9146 n/a 12107 n/a 3128 34403 Latent Load ......................, n/a Minimum Total Load 34403 Cooling (Btuh) 4509 4802 11018 3653 2100 2608 28690 5738 34428 (E) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marVin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. bE m APPROVIE DA,NA'.&Pl.UMB1NG LONGFELL-Ow LUMBER CO. INC ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530).893-0140 89 Loren Avenue Chico, CA 95928-7434 �o A) C'4,e� Customer: Job No: ..r Address: Y, cI, f=r- AP#: /NG Zooms Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products P.O. Box 20455 Portland, OR 972 (503)254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. . (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for . handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ 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. Qom, A VAUf-TE6 r AIT o rod' .- '57-' AIA T7 VAUf-TE6 GABLE- (111) DEIAII. S IPLINGUACY. (NAIL IU LE(1GCF (BRACED Al 55' LEDGER (NAIL IU VERTICAL Vit-IUd HAILS) (K) SI'ACIIAi FLIT REFEP. Ill S I PRUIJUC I A I I A35 Ill FI I IIIIS 0111: ['[If PAIII II 111flll rnuw11If, 1„11,11 1.1-- Sr (N) 2X4 F.L. OR II.F. A2 OR BTR STP.ONGOACK BRACE (PI PEAK PLATE IU HAICII CU11T1111 TRUSSES. (SI) SPLICE PLATE 10 MATCH MOM TRUSSES (UI 1 IEEL PLAIE TO HA1CI( CUM(Ull TRUSSES. (0) OPIIUM lU WEU F-LAFING: USE (3)-2' VIRE STAPLES (0.1172 UTA./15 GA. > 1(IF IAILEU 111RU CIIURU IIIIU WEB 6 IHM VEO MID CIIURU UM 014E FACE FUR A TOTAL (IF 5 STAPLES. (PI), 1 SI ) L (III ) MUSI BE PLAIEU. (G) GAULE X14) OESIUI BASED UN 75MI ll VUIU LUAU, EXPOSURE '0' AT 0-25 F1. MEAN IIEIUIT. - BRACED AT 55' D.C. (C) IX4 CONIINLIII11S LATERAL BRACING FDP. BRACE (S IP.UNGUACK) NENUER LUNGER THAN 72'. ATTACII AT MIDPOINT OF EACH GRACE 1/2-0d CCOMMUN NAILS. 24' MAX >,, / GABLE El11 MIE NUIE: CIIURUS TO BE 2X4 FIP-LARCII 02 HILI. MOTET THIS DETAIL MAY DE USED FOR TRUSSES WITH PIICIIEU U.C. ALSO. PLA1E MAX. 'NEO LENGIII (PI) �� 2X4• \U 0 13-6-0 (SI) cN) (G) ( S) LE ICER I 11 6 13EIlER 7-9-U (II) SS 7-9-0 G'U.0 I HAx I I U 11 U U l cSl) (N) 2X4 F.L. OR II.F. A2 OR BTR STP.ONGOACK BRACE (PI PEAK PLATE IU HAICII CU11T1111 TRUSSES. (SI) SPLICE PLATE 10 MATCH MOM TRUSSES (UI 1 IEEL PLAIE TO HA1CI( CUM(Ull TRUSSES. (0) OPIIUM lU WEU F-LAFING: USE (3)-2' VIRE STAPLES (0.1172 UTA./15 GA. > 1(IF IAILEU 111RU CIIURU IIIIU WEB 6 IHM VEO MID CIIURU UM 014E FACE FUR A TOTAL (IF 5 STAPLES. (PI), 1 SI ) L (III ) MUSI BE PLAIEU. (G) GAULE X14) OESIUI BASED UN 75MI ll VUIU LUAU, EXPOSURE '0' AT 0-25 F1. MEAN IIEIUIT. - BRACED AT 55' D.C. (C) IX4 CONIINLIII11S LATERAL BRACING FDP. BRACE (S IP.UNGUACK) NENUER LUNGER THAN 72'. ATTACII AT MIDPOINT OF EACH GRACE 1/2-0d CCOMMUN NAILS. 24' MAX >,, / GABLE El11 MIE NUIE: CIIURUS TO BE 2X4 FIP-LARCII 02 HILI. MOTET THIS DETAIL MAY DE USED FOR TRUSSES WITH PIICIIEU U.C. ALSO. PLA1E MAX. 'NEO LENGIII IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 UII IL1111Y.ER PL1 TYP. Wave TPI -95 Il Design Criteria: TPI-95(STD OUTLOOKER C?[TERIA 3.5' ItAX 1'(P. 1101C11 1.5' HAx. -V 12' HIII 24' IIAX 2x4 F.L. LMDER GPAUES t1AX. 1.S:`Ili111 ((ITIII;III BRACING (11) 11A% LCIII,TII V/ SIP01160ACK BRACE ( S ) STAHOAPO 5-11-0 II -10-0 11 7-9-0 15-6-0 11 6 13EIlER 7-9-U 15-6-0 SS 7-9-0 15-6-0 "WARNING-- INUSS[S R(OUIRI EIIR(M( CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND TC LL 30,0 PSF REF 8992 INSII TUI[. RSR)RD!ONOi 109 DR. `H 111111 1... HANSON. ANDLING IMSIAtLING A1. BRA11111). FOR I SAFEIYSHED YPRAMCESIPI UPRIOR PLATESS 10 �a QROfESS/pyo �—+ u PERFORMING IN[S[ FUNCTIONS. UNLESS OTHERWISE INDICATED, IOP CHORD SHALL HAVE PROPERTY ATTACHED ��� ��'``+ w y TC DL 15.0 PSF DAIE 03/19/98 SIRUCIURAt PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY AIIACH(D RIGID Cl[IING' y �C3 qA c '•IMPORFANF•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED W SDC UL PSF � •+ OHW CD 112 PRODUCTS. IRC. SHAH 101 BE RESPONSIBLE FOR ANY DEVIATION FROM 'HIS 0[SIGN; ANY FAILURE 10 tY t..a C49CJ05 A DC LL D.D PSF AALPINEo L� BUILD IH( 'BUSSES IR CONFORMANCE WITH IPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR C BRACING Oi TRUSSES. THIS DEfIG1 CONFORMS WI'N APPLICABLE PROVISIONS OF NOS (NAIIONAL DESIGN * �' TOT AD. 50.0 I'SF SE(IN - 25458 SPECIFICATION S'. SHID BY tNE AMG ICAN fOR(ST AND PAPER ASSOCIATION) AND IPI. ALPINE R7 jj cV (ONNECIORS ARE MAO[ OF FOGA ASI$ A6S3 GR)F GALT. STEEL. EXCEPT AS NOTED. APPLY CORN(CIORS 10 �f CIVIL LJ,S(� EACH FAC[ OF TRUSS, AND UNLESS OIHERWISE LOCATED ON THIS D(SICN, POSTt10N COHNECIORS PER P ��Q- DUR.FAC,. 1.15 FIt01.1 PIIC ONAVINGS I)0. ISO AFD 160 A -F. AN (NGIN((R'S S(Al ON THIS DRAWING APPLIES ONLY 10 1111 DESIGN 'Fpf CA111��` OF IHI TRUSS D(PIC ILO II(R( AND SHALE 001 B( R(1110 UPON IN ANY OILIER WAY. — SI'AC 1111, Job: DETAIL-92,ALIERNAIE BRACING NOTE: SEE DRAWING ORININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN IIERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO TPI HIO -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PEIIMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPETILY ATTACHED CEILING. C0103 (A) 7X4 03 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 SUITABLE SUPPORT BY ERECTION CONTRACTOR. KANY OF THE BELOW MENTIONED 8RA'ING TYPES MAY BE SUBSTITUTEUx 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' D.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. SEE ORIGINAL 0ESIGN FOR PRDPER 0EMENSI0N9 r 1 r - ALrii in n v o O O o 0 0 NXIMP0RTANTXkALPIIE E10uEE11EO PwaDOCIA 11C. . SIYLL 401 � FEsrrolWell FO" Ali? I' iARNING,'"'A"Cs IEaulpE Er w"t CA" I0 m"XI-M En[CflaN Ana OA,=R. O191A110N Fn74 INIS 0ESIC41 On I/ESE S'[CIFICAIMIS. On Allf 0 ACIIP3. %E HIO -RI Of IPI. SEE THIS OESISR TC OL Fittux f0 BJILD INE TPUSS III C0lromtr s III 111 MISS of IPI. IOP P)MIQKL SPECIAL FERNAIIE111 OPACIIX PE G Aleut cemeclars APE NAGE or -x& WLV. STECL IEET110 AS1N WIWAIITS. MASS 0tKPWISE IIDIOAIED, lO► PSF AA49 CA E Fl"Pl AS N01E0. 41St f CMELTOM ID EACR FA.CC OF 01af0 SHALL BE IAjUUtji SPACED "lf" PPCKR 0.0 AAU;CSS OIIEMISF l0CA1EOOrlINISOEStrotr"lticI L9 AIIlCIEO Iwwom 91E1/N1NC, eollo" CNoap OMUSS Q0,1tC10RS PCA CRLRD75 131 10 C I"A-F. OESIGI StAIDAP0S 1111" Fpmml AIT►EAEA PIo1O CESLI10 -- SCE �' L7 O O O SE+l a IKS0D111�1) q 1Mlioao ME � vn aPICIE0eEPE III MI. AID SNALL 101 BE RELIED OPOII III Alf OINEA SAF, o+n a ►POUCAIMI.FMI19t A Comt o11 Fcp rp1ilia OESIPI IO TIE IPOSS VNCT701 ec"TMCIOP. f_.IFI IIaAA4 PLAIE Ir61)IDIE. IDS • L9RI NIIIOOIt 0EStGr1 SPECIr)C4I1011 $7091 30300 WISIRWIlaN DRN CD 103 -ENG FM,,.-/ n v Q4 TC LL 30.0 PSF y TC OL 15.0 PSF G PC DL 5.0 PSF 3815 69w lk 8C LL 0.0 PSF Civil. TOT.LD. 50.0 PSF �for o� OUR. FAC. 1.15 SPACINn 24.0" DRN CD 103 -ENG FM,,.-/ „TRUSS OR -AC IIIG/OL(ICKIIIG DETAIL 7II1S DI/G PREPARED FROM COMPUTER INPUT (LOADS6 DINENSIOttS) SUM ITI(0 BY TRUSS Mf R. TIMS BRACIIIO/BLOCKING DETAIL (AT 60111mlT) MOTE- BRACING DESIGNED TO STABILIZE TRUSSES, AM) HAS NOT BEEN DESIGNED TO RcSiST LATERAL SHEAR TOADS. _ (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH HIM (2)•16d NAILS., BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOT11 ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (N) mmir OF TRUSS AT SUPPORT. 1 O I ---- TRUSS VERTICAL'WES 1 �ti a 1 BEARING s1 WALL I ---- TRUSS VERTICAL'WES ABOVE BEARING WALL - SECTION S -S o S (0) 2X4 11. F. 13 OR BETTER DIAGONAL BRACE. APPLY 111 PAIRS AT 16-0-0 .(T) - TRUSSES O.C. ATTACH TO EACII OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOYIN• BRACE MAY BE LOCATED ON E1T)IER FACE OF VERTICAL. (P) SNIEATIIING APPLIED 70 TOP CIIORO. (L) LOADS AS IIIDICAIED DEI TRUSS DESIGN. (M) IF TRUSS, IIEIGIIT AT SUPPORT IS IU.O” OR LESS, DIAGONALS NOT REQUIRED. 9 n APPROX. 45' (BB) BLOCKING TO BOTTOM WONG OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIORD, PLT 1YP. Nave TPI -95 Desiqn Criteria: TPI -95 TO 18.2c3 CA 1 ••YANAI If1SS[$ R O Q Q NG'- N(OUIR( MAINE CANE 11 FABRICAl101, MANDI UG. fMII►ING, INSIAti IMO AND Q O - INACING. REFIR 10 Nis -11 (NANDIING INSIAIIING AND BIKING), ►UBLISNl0 11 nN (TRUSS PLATE O 11f 111Y1(, Sol D•O10F10 W. SUIIE 100, MADISON, Y1 - 5311/), FOR D�ESS10 TC LL _ REF R421 O SAFETY PAACIICIS PAT OA 10 ►1 RUCTURNG 'NIS' A(t FUNCIIONf. UNl(Ss OI NERv131 IRDICAI[0, 10► CNOAO SNAIL MAT( PROPERTY ATTACHED SINUCIUNAI FlA(l f. 10110" CHONG $"All CyO / , C T C O L DATE 1/12/94 RAYL A ►R01(AtY ATTACHED RIGID CIEIING. O " IMPORTANT•• FYRNISN A COPY OF 'NIS DESIGN 10 INC INSIAILAIION CONTRACTOR. RETIRE ENGINEERED fNODUCIS. IRC. SNAII 101 AI AlS►ORSIBt( FOR ART OEYIAIION y OC 6L. ( L ) FROM 1Xl$ DESIGN; ANY FAIIDN( TO INl(INGOFIINDSS(S11 CONFOI NIfNDI SIGN ICE ICONF ORMfoYIINBA►fIICABI(N/ROYISIORfxOF ►NOf•(Nlt10NA11ion OR La0(SIGNSP(CIFICAI101IIIISNID LL �r�j7 7SS Ir Ix[ AN[NICA" f0R(fl ANO ►A►(R AfSOC1AI101J ANO Ell. AL►IN[ LD.ORH l� CONN((Loll ARI NAD( OF TOGA ASTM ACSI OR)F GALP. SIE[l. INC(►1 AS 101(0. APPLY CONN(CIORf 10l IAC" FACNGS OF IN,a ARD YNl(SS OINt1Y1S( LocAlro ON IY1s otslcN. *\TOT. 3,048,634 Q O Q ►oslnoN CORRICIONS ►IA DRAWINGS 170. 1{0 uD 1FO A•F. AN fNGINEp •S S(At 01 TNT$ GRAYING A►ILI[S Q OUR. FAC. �r7tf CA -ENG / CWC ONLY 10 Ix( DESIGN ; or In TRUSS of'ICIED N111 AAO SWAT NOT ASNlll[D U►oN 11 ANY OIYIN NAT. OF CO�� SPA( I NG SEE ABOVE (KING0425-CARR, DON / KING ROOF - Al 29' C, THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #18Bet. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L"#1 TO BRACE TC @ 24.00' OC, BC @ 72.00` OC. WEBS 2x4 DF -L Standard N DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. �I 10 PSF BC LIVE LOAD PER UBC. 0 o 0 W4X4 E3 C V "J A O "tx R.. A W 9=4 W . �T Y11 .:PAY 111 rWJAO W3X8(B1) H c7 z W M1.7AY W W3X8 (B1) EP A' 6-4-9 +8-0-0 z 1-0-0 + JOZTE M M f l� 14-6-0 _I_ 14-6-0 '$ 1691 G DEPA 'Pa' k , I.29-0-0 Over 2 Supports R-1551 N=5.5" R-1552 iI-5.5PR V1. c-�- 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STC O —WARN ING^ TRUSSES REQUIRE EITREME CAR[ 11 FABRECATION. HANDLING. SNIPPING. INSTALLING A(0 O BRACING. REFER TO 1119.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE G INSTITUTE. III 0'0:041[0 OR.. SUITE i00. MADISON, NI $3719). FOR SAFETY PRACTICES PRIOR TO N PERFORM116 THESE FUNCTIONS. UNLESS OTHERWISE TIDIGTEO. TOP CHORD SMALL HAVE PROPEALf ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT'- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIRELRE CV P0.000CTS. IRC. SHALL ROT BE RESPOISIBIE FOR ANY DEVIATION FROM THIS DESIGN; AST FAILURE A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING D BRACING OF TROSSES. THIS O(SIBN CORrORMi WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DES N a SPECIFICATION PUBL[SM[D BT TM! AMINICAR FOREST AMO PAPER ASSOCI ATIOq AID T►I. ALPINE Q CONNECTORS ARE MADE OF By ASTM AS53 DR40 QALY. STEEL. CICEPT AS NOTEO. AP►l7 CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DIIAYIRGS 160 A•I. THE SEAL ON TNI$ DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Fm Nadmu, I� RESPOA IH IL IT► SOL Etf FOR IN[ TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS �3emlm�e CA 95828 COM►OVEST FOR ANY PARTICULAR BUILDINR IS TME RESPONSIBILITY OF IN( BUILDING DESIGNER. PER ANSI 1.191S SLCiION E. L.A/'71/-/-I,1r p�DW.ji,, TC LL 33.5 PSF TC DL 10.0 PSF ( 8006 BC DL 7.0 PSF BC LL 0.0 PSF Apr 26 200 T>f TOT.LD. 50.5 PSF cmli_.F DURAC. 1.15 WOFCP SPACING 24.00 Scale—.25M/Ft'. REF R427--77124 DATE 04/28/00 DR W CAUSR427 00119015 CA -ENG RDW/GWH SEQN - 29956 FROM GA (KINGO425-CARR, DON / KING ROOF - AlA 29' COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1&Bet. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING,USE PURLINS: c— TO BRACE TC @.24.00' OC, BC @ 72.00" OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. m 0 0 WU4 W4 H J A ' a 4-0-12 to W • f1r. W W 1TJA0= - - - - VII.7AY UI z W1.5X4 M W4X4(A2) z w r� z _ h0► a I_ 5-6-12 ,I_ 14-6-0 J 20-0-12 Over 2 Supports R-995 W-5.5" rz. R-1119 W-5.5" L2-) 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI(S O --WARNING-" IAOSSES AE0010.E ElTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING ANI BRACING. REFER 70 NE 11 (N►NOLIMG INSTALLING AND BRACING). PUBLISHED BY TPI (TRO 11 PLATE t� IISTI TOTE. 587 O'ONOfRlO GR., SUITE 100, MADISON, WE 53719). FDA SAFETY PRACTICES PRIOR TO CN PEIION"IIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED STROCTURAL PANELS. BOTTOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CD " "IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREI CN PRODICTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT fA II ONE 7 BOIID THE 7NUSSES IN CONFORMANCE WITH TPI: OR FAARICATING. HANDLING. SHIPPING, INSTALLINO A AL P I N E BRACII6 OF TRUSSES. THIS DESIGN C08FOAH5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0151 SPECIE TCATIOR PURLISNEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PIAE • Q CONNECTORS ARE MAGE OF TOGA ASMI A653 6840 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAYINGS*160 A•I. THE SEAL 00 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Al l0C holuct8. 140. AESPOASIBILITY SOLELY FON TBE TRUSS COMPONENT DESIGN SHOWN. TOE SUITABILITY AND USE OF TRIS P II� COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF 701 BUILDING DESIGNER. PER SAaNmeItc.CA958n AN SIFT PT 1.1995 SECTION I. AIA 6-4-9 .A.A-D-O W. Apr 28 MiTTE 00 1 -4; -DING DEPARTM .APPROVED CA/ -/l/ -/-/-IF Scale -.25" Ft. . TC LL 33.5 PSF REF R427-777129 TC DL 10.0 PSF - DATE 04/28/00 BC DL 7.0 PSF DRW CAUSR427 00119020 BC LL. 0.0 PSF CA -ENG RDW/GWH -A * TOT.LD. 50.5 PSF SEQN-- 30013 OUR.FAC. 1.15 FROM GA SPACING 24.0" d J (KING0425-CARR, DON / KING ROOF A2 29' STUB T 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. I10 PSF BC LIVE LOAD PER UBC. o ` o Co 0 z W4X4 s Wi v ra 4-0-12 0 x Va. ra w w w z z W1.5X4 dl w THIS OWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. r DRYWALL OR OTHER FLEXIBLE CEILING. DO NOT USE PLASTER. Az .,&-8-0-0 6-4-9 0-1-12 AME d 5-6-12 8-9-12 148-8 0 2.,<7,2O1anFG ®EDA 1 a I20-2-8 Over 2 Supports R-1000 Na3.5' RD1.0 I r IUVED o-. cr-). 0 �. PLT TYP. Wave TPI-95XR Destan Cr O BRACING. I[FfR TO HID -91 (HABDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE o INSTITUTE, SBS O'DNOFRIO ON .. SUITE 200. MADISON, WI. S2719). FOR SAFETY PRACTICES PRIOR TO CV PERFORMING THESE FUNCTIONS. UNI ESS OTME0.MISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CHOW SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. Co - ..IMPORTANT,- FURBISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREI CV PRODUCTS. INC. SRALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS D31611: ANY FANIURE j/ A E OU IID TIE TRUSSES 11 CONFORMANCE WITH TPI: 02 FABRICATING. HANDLING, SHIPPING, INSTALLING TIE L P I N �.; BRACIRO OF TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIOMS OF NDS CIA71DRAL DES p" SPECIFICATION PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSDCIATIOB) AND 7PI. ALPINE Q CONNECTORS ARE MADE OF FOGA ASTM ASSS GRAD GAlt. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH IACC Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAWU6S 1 60 A•E. THE SEAL OM.iNIS CRANING IRDICA7 ES ACCEPTANCE OF PROFESSIOtAI [NGIR(kRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNONI. THE SUITABILITY AND USE OF THIS � � 9 � �' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TIE BUILDING DESIGNER, PER ANSI/TPI 1•I90S SECTION 2. i CA -/1/-/-/-/F ONO W,Q_ T.0 LL 33.5 PSF / TC DL 10.0 PSF BC DL 7.0 PSF D• 2 BC LL 0.0 PSF Apr 28 2000 TOT.LD: 50.5 PSF C(Vt1- P DUR.FAC. 1.15 op SPACING 24.0° Scale =.375*/Ft. REF R427--17125 DATE 04/28/00 DR W CAUSR427 00119016 CA -ENG RDW/GWH SEQN - 30006 FROM GA t (KING0425-CARR. DON KING ROOF • [PGE] B1 390204 PGE) 65)P CHORD 2x4 DF -L #1 :T3 2x6 DF -L #2: .<I5 20 DF -L #1RBet.: Q'OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. N OTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS W AND STUCCO (10 'PSF) ON ONE FACE. REFER TO DETAILS o CD122 OR CD123 FOR GABLE REQUIREMENTS. z *LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER,ROOF DIAPHRAM, OR WITH PURLINS 24' OC. 5 r H W3X6 0 V A O • A w lY w• w• z W3X6(Al) Em W3X8® c7 z 52512 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR - SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF ORIRIGID CEILING USE PURLINS: TO BRACE BC ® 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6 a . W3X10 $ W3X8 0 W4X6 Ea -0-0 w H C EL 6° ' z 10-,0 24-8-4 I 14-6-0�8 ARTAfi Oyc: w C=n. C:D C=� N CV I 39.2-4 Over 2 Supports e"P R-343 PLF W-30=7-12 R1e98" RUVEM., Note: All Plates Are W1.5X4 Except As Shown. Design Criteria• TPI STD 19 CA - 1 - - - F Scale -.1875'/Ft. PLT TYP. High StrerIERFORMING th.Wave TPI -95 RE$ TC LL 33.5 PSF REF R427--79003 YARNING•' TROSSIS AEOBINC EITNINE CARE IN FABRICATION• HANDLING. SHIPPING. INSTALLING AXDRACING. REFER TO NIP91 1HANDLING INSTALLING AND BRACING). POBLISHED BT TPL (TROLS PL►TETC DL 10.0 PSFDATE 05/02/00 NST170Tf, SBS D'OIOFAIO DA.. SUITE 100. NAOISON. WI 57719),FOA SAFITY PRACTICES PRIOR TO TWESE fUVCTf00 0 UNLESS OTHERWISE INDICATED, TOP CXORD SAAII NAI! PROPERLY ATTACHED STRUCTURAL PA[tS. BOTTOM CHORD SHAH NATE A PROPERLY ATTACHED RIGID CEILING. ~ .O ^IMPORTANT•' FOA NI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE OBINFCRED BC DL 7.0 PSF DRW CAUSR427 00123033 ►RODUCTS. INC. SHALL IDT BE RESPORSIBLI FOR ANY DEVIATION FROR THIS DESIGN: ANY FAILURE TO BC LL 0.0 PSF CA -ENG AEB/CWC OIL THE TRUSSES 1■ COINONMARCE WITH TPI: ON FABRICATING, HANDLING. SHIPPING. INSTALLING AN ALPINE 011At LAG OT TIOSS£S. THIS OESIGN CONFORMS WETS APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .. TOT. LD. 50.5 PSF SEAN - 15110 SPECIFICATION PUB(ISHED By THE AMERICAN FOREST ASO ►APIR ASSOCIATION) AND TPI. AIPIVE EACH FACESofRTRUSS. E RASE OAn1NNLESS 07HERVIIR LDCA7[0 ON40 GALT. CTHISIDESIGN. POSITIC(PT AS ION CO NICTOIS PEAPPLY RS TO DRAWINGS IND A•1. TRE SEAL D• THIS ORAYING INDICAT[I ACCEPTANCE OF PROFESSIONAL 111P Lilies ile OUR .FAC . 1.1 5 FROM GA ��,,,�..,,,5 RESPONSIBILITY S&E,T FOR TVE nDSS COMPONENT OESI6N SNOVN. THE SUITAB1l IT1 AND USE of TN13 SPACING 24.0' Alpine Emen .100ftan O• COIDONENT FOR ANY PARTICULAR BUILDING IS 701 RESPONSIBILITY OF THE OUILOT BG DE LIGNIN. PER SAC»�14 ANSI/1P1 1.1995 SECTION 1. _ E�IVVU4c7-l.AftR, UU" 7 KLPIU Ruvr - or .Jyucu4 L.umi) TOP CHORD 2x4 DF -L #18Bet: 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. Inca vnU rn rAn U Fnvn � 1r 1i uv I Lwnua a UIIiu vj aU II u (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ..8-0-0 W3X14(83) W3X4 W5 X8 o W4X6 arl W3X14(B3) W40- W3X4 - JWTE WU 1-0-0 1.0-0 ~ I: 19-7-2 _I_ 19-7-2�¢°�L� ®�ibl,s. 39-2-4 Over 2 Supports R-2066 Wm5.5" R-2066 W-5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - F Scale .1875" Ft. _ YARNING-- TRUSSES REOOI0.E EXTREME CARE IN FABRICATION, HANDLING, SRIPPIRG. INSTALLING AND RA BRACING. REFER TO 0I9•91 (HANDLING INSTALLING AND BCEMG). PUBLISHED BY TPI (TRUSS PLATE AFETY PRACTICES PRIOR To PERFORMING THESEDFUNCTIO SINSTITUTE. 593 'ONOFREOEUNLESSTOTHERWISE INDICATED. TOP200. MADISON. 111ICHORDFOR SHALL HAVE PROPERLY ATTACHED QT.r W. h p TC TC LL DL 33.5 10.0 PSF PSF REF 0427--77127 DATE 04/28/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL BAIE A PROPERLY ATTACHED RIGID CEILING. - —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 00119024 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE WITH TIE: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AD E, gyD-2 = BC LL 0.0 PSF CA -ENG RDW/GWH L P ALPINA E E BRACING OF TRUSSES. THIS DESIGN CONFORMS VEIN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN P 7 SPECIFICATION POBLISIED RI THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of IOU ASTM A652 6040 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO.'!} � Apr 28 2000 TOT. LD. 50.5 PSF SEQN - 30147 - p,.,,I,,,r. ap�f!%��CPA �- E PER EACH FAC[ OF TRUSS. AND UNLESS OTHERWISE DR LOCATED ON THIS DESIGN. POSITION RO PROFESSIONAL DRAWINGS 160 A•7. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL UGQ[ERIN6 COMPONENT IFOR SANT L PARTICULAR ELY FOR EBUILDING IS THE TRUSS (RESPONSIBILITY OF THE BUILDINGSIGN SHOWN. TIE DESIGNER. ESIGNE0..TY AMD PEERF THIS ANSI/FPI L•1991 SECTION 2. C cr - OUR. FAC. 1.15 FROM GA SPACING 24.0" N CD cr, 136: (KING0425-CARR / KING ROOF - $20 390204 DRAG) FB7OP CHIRD 2x4 DF -L #IABet. OT CHORD 20 DF -L #I&Bet, WEBS 2x4 DF -L Standard :Lt Wedge 2x4 DF -L Standard::Rt Wedge 20 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PBR NDS -97 TABLE 7.3.3, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00. OC 8C 0 72 00. OC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. *' THE MAXIMUM HORIZONTAL REACTION IS 3416.251 *' CALCULATED HORIZONTAL DEFLECTION IS 0.20' DUE TO LIVE LOAD AND 0.05' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE.AND L/180.00 TOTAL LOAD. b, 10 PSF,BC LIVE LOAD PER UBC. ((DRAG 1RUSS>> TRANSFERS 85 00 PLC AL 0 ONGT0 • P CHORD d THROUGH TRUSS TO SUPPORT(S)•WHERE INDICATED, DIAPHRAGM x AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. 0 c 0 M .. � W5X6 mi : .. coo W3X4,o rn z WM -o x 5 r— • W2. SX4 W1.5X4 8 (A) (A) o W/X6(C9) :n x WU10(0) W3X4 W5X8 m. W2.5X4 o HS2514 con NS2514 W3X4Is W2.5R4 W3X1O(0) is 1-4-0 C> !� 19-7-219-7-2 E-1 }� 39-2-4 Over 2 Supports r Z R-2675 Rh-•3416/-3416Ej P' � R-2836 •:W�S'.5F(}( PLT TYP. High Stren th Have TPI -95 R Desi n Criteria: TPI S1 7 -IS ••IGRAIYG•• IfYSS[S AEOYIAI FTTA[AE CAII IN /■EAIU7[Or, Y■r71lri. 5711►IIYG, IYSTLLLIri AND [�- q■Clri, ttFtA 70 tle•fl (Y■MOLIYB WTIILSYY AND BUICIY.f�, rueusRED By m (i11Yis Putt 0 1'YSiRrR. SO D'OIOFdIO 01.. SUIT[ 200, r■OISOf. YC i3779), f011 SAFETY MAnfcFs PRIOR TO � rFRF0Yl1tYa ifa[SE JYICi IOrf. UNLESS OTAYAYI![ fADI[Y1Ep, TDP fJ10r0 SHALL r■/[ PAOPEALT ATTACA[D � tTATCTWAI t■ftli. 101701 (FiOtD SMALL YATF A IROPIYLI ■TTALrFD RIGID CEILING. � ••ItiORTArT•• iiRA1SA A COPY OF TATS 0[Slar TO TOE IfiTLLLATIOr COrT14LT0►. LLIlE UGIAEErCD J /loofas, INC- STALE rm BE Yu[s10AS1eL[ For ANT OEf fA710■ f11DM THIS Otslif; ANY /AlluaE TO I.y7. rf1tD TBC TAYss[f IN COrFpAAAK[ YIrA Ti[: Be FABRICATING. YAItOLrIK.. SAlll lrr, IrSTALl Ifr AND �' ALPINE rAAtlft: or nptsts. THIS ptsla tnArarls rlTr ulLrunLe raoT(srfula of Aos cuttoru Dulw SPECIFICATION ►u011lrU IT TAF M[lrtAY FOREST Afp /UIr ASSOCIATION) Aro T/1. LL�IIr[ CD; [OrAIQOAt LE AAOr Of TOGA AfTA AftT q40 i■tf; 37IIL, EXCEPT LL rOTID. AI/L1 OmYEtTDrs TO FAM tAt[ OF TYYSf, AND UNLESS OTr[fYIfC LOCATED Of rrlf OIf[if. IOS1TIOr tOAAECTOAf r[A o � I OA■Y1fiS I60 A•I. 711[ SEAL Or Trlf ORAYtr6 IfOJU7Ff 1CGIPi■■R OF rA01EtSIOfLL tfilfll:rlfG RSPOrfIrlllrT SOLRT FOR THE TAYSf CD+POt[rr OCSIaI SFOYT. LIC SUITABILITY AND OSL OF i11tS M (�9" j � AYf F■ATI[OW ODILDJrO 16 ixE KSIOf7lAlllTt OF THE BUILDING DESIGNER. PER COYIMI Afstmt 1•Isrs sernof Z. 19 CA 1 7- ="," F'° TC LL33.5 PSF TC DL 10.0 -PSF 2 ' 'O 8C DL 7.0 PSF BC LL 0.0 PSF * TOT. LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0' DATE " 06/12/00 DRW CAUSR427 00164001 CA -ENG RDW/CWC SEQN - 18733 FROM GA (KING0425-CARR, DON / KING ROOF - 83 390204 STUB TSC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS). SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L $1 :T3 2x6 DF -L #2: CALCULATED HORIZONTAL DEFLECTION IS 0.25" BOT CHORD 2x4 DF -L #1 :83 2x6 DF -L #1: DUE TO LIVE LOAD AND 0.13- DUE TO DEAD LOAD. WEBS 2x4 DF -L Standard :W7, W9 2x4 DF -L #1: co (A) CONTINUOUS LATERAL -BRACING EQUALLY SPACED ON MEMBER. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cL.: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. 0 10 PSF BC LIVE LOAD PER UBC. 00z W7X6(R) 0/ W2.5X4 0 T3 W5X12 z W W2 5X4 a cry (A) W9 5 ` 8-6-0 5 r— W2.5X4 S ca W2.5X4 � a a HS616 T� W5X12 a 83 w 2.5 2.5 W2.5X4 a W1.5X4 IU 0-9-1-5 0 W2.5X41a W2.5X4 Y 8-0-0 C.3 ri z W3X14(B3) W5X8 WSXB(B6R) 19-7-2 _I_ 17-7-214-9-0 —� im HLUNG EPARTp ��s 16-3-8 6-1-12 'j I 37-2-4 Over 2 Supports PPR' R-1878 W-5.5' R-1878 W-5.5" w In Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th.Wave TPI -95\R Design Criteria: TPI(STD CA - 1 - - - F Scale .1875° Ft. o O ••WARNING-• TANSSCS REQUIRE EXTREME CNE IN FABRICATION. NANKING. SHIPPING, INSTALLING AND eRAa1c. NErER TD Hteal1. (NANOlIN6 INSTALLING AID BRACING). PUBLISHED BY TPI (TRUSS PLATE RACTICES PRIOR TO 5DFUNCTIONS. pW W. H TC LL 33.5 PSF REF R427--77128 O CV - - 11 FORMI16 TNESE$1 UNLESSTOTHERWISEDINDICATED. TOPICHORD SMALLFDATETY HAVEP PROPERLY ATTACHEO STN UCTUAAI PANELS, BOLTON CW ID SNAIL HAVE A PROPpIY ATTACHED RIGID CEILING. .Q� TC DL 10.0 P SF ' DATE 04/28/00 Cp '•IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CON7IACTOR. ALPINE ENGINEERED 8C DL 7.0 PSF DRW CAUSR427 00119019 N PRODUCTS, INC. SHALL 107 BE IESP ONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN: ABY FAILURE 70 - A L PINE BUILD THE TROSSES 11 CONFORNANCI WITH TPI; OR FABRICATING, HANDLING. 'SHIPPING. INSTALLINGA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIORAL 'ESI BC LL 0.0 PSF CA -ENG RD W/ G WH Q SP EC Ir ICAT10R PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF COCA ASTN A665 CR40 DALY. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO * pr 28 200 t TOT.LD. 50.5 PSF* SEON - 30149 ' ' AAlp� �Y�� P1»d 9eaNmeam,CA95828 EACH FACE OF TRUSS. AND UALESS OTHERWISE LOCATED ON THIS DESIGM. POSITION CONNECTORS PER DRANI06S 160 A•I. THE SEAL 01 THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0l SPOISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN is. COHIONENT FOR ANY PARTICULAR BUILDING IS THE NESFONSIBILITY Or TOE BUILO116 DESIGNER, PER ANSI/TF1 1.1995 SEC7101 I. ,,pper� '9 ��CAAI! DUR.FAC. 1.15 FROM GA . SPACING - 24.0" " - - C1 32' COMN} 1N1; OVO-P?ePApEO FROH COMPUTER 1NOU (LOA b DINENSffINSJ SUBMITTED BY TRU55 MFR. TOP CHORD 2x4 DF-L 1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLIMS:• BOT CHORD 2x4 DF-t #1 TO BRACE TC ® 24.00. OC, BC ® 72.00. OC. co UEBS 2x4 DF-L Stendard "IBATES DESIGNED FOR GREEN LUNGER PER NOS-97_ TABLE 7.3.3. DEFLECTION MEETS L/290.00 LIVE AND L/18D.00 TOTAL LOAD, a s: . (TRUSS SUPPORTS 240f TECH UNIT: 4N1T CENTERED AT 20-5.6: 10 PSF BC LIVE LOAD PER UBC. c,�;iPPORTED BY TC; UNIT WIDTH 2'-q-0: SVPPORTED BY 3 TRUSSES. 00 co W5X4a W2. P4,m, W2.5X44 ' W1."X4 14 tn 5 �- 5 k1.�X44� C=) SRI- -0.0 WHIO(81): W2;3X4 a W5�(Bd N4 6rs W2 5 {40 `' W X10( i) T .' .. f L-1 16-0,0 AnTE �J }E --32-0-0 Over 2 SupportNPI -WNG ®EPA R-1746 Mm!5.5' I'jjr c— R-f780 PLT TYP. Wave TPI-95\R Del n Crlterla: -TPI STD CA 1 --.475-1 - F Seale -Ft. C� ••rMYIMCr• n1iSES 4ODUE UTN(R CMI DI IMICAT100. RANDLUB, SIiPPIrNa It , IISTAU INS, �- SOACIPS. "I' To @18.11 - (RAND'"'"TALILS ABO 844CINq. PNSLIr418 8T IPI 04015 PLATE 11L► TC LL 33.5 PSF -L REF R#27--7500q' O imsf v8rt. HS 8•olarRlo N.. 1OltE too. AISISON, BE FAIN). Fm Well PAKTICt1' PRIDE TO cs Flo NIu •Mas[ ►o1CTl4ol. ONES= BTOINIl( IARreATtD. TOP CMD MALL 41( FAQPQLT ATTACHO � TC DL 10.0 PSF DATE 08%04/OQ M=AL rANtls, /oTTON CNO4o MALL u1Ft A rAOglll ATgCBm tlfl0 C[Ilt1i. -;x4 MrTNC. "ALLFUNNLOF Be 4lyOvllkit FOR ASS N TOfflATIOX INSTALLATION 1�ci: YPraIalul/l¢[io S BC DL 1.0 ?$F ORO caU�RIz7 o0a17O01 O81L�0F*fY�[ nVfAl 2l WKOMArCI ti[2A T►[; a FABRICATING. "Alotims. UI►1211. 'IRTAlll4 A CJ A L.P �� nect.a of ll/@1ls. 1113 OCSIN LVRFOINS NITS APPLICABLE PAP1161Ou Of IOD (urium Bell 8C LL 0.0 PSF CA-ENG TSB/GWf1 S►FgrICATIM FORMED IT THE Wt$ICAB MIST AND ►ATEA ASSOCUTiO@1 AM TPI . ALPINE - Q' CODUCTIVIS 44 NABt OF. INA ASd AOS:7 OIAB IAMSTUI, 11C(PT•AS ROTO. ADrLT CotllerOls To * Is 04 20 * — [Aft FACI Of 74131. ANO IILISS OnU1N1S9 LOCATED W o1 IBIS D1S144. POSITION eN(CTONS P(O ' - TOT. LD. 50.5 PSF. $EON '21708 OU41lIN 146 A•I. TIE HILL ON INS O4@1NG 2mCCAM ACCEPTANCE Of 120FISSINAL 40411(fallo ILESPONSof III` Ary r ntiamnFBI A" 8l�INeG 13 "1 USSPPONSIBIAB fi of M IVILOI:a[oislcAID aa� Of TSIs c8m OUR .FAG . 1.15 FROM GA usEPl►r I•l»s l(crl/r r. �u�' SPACING Z4.0° NG0425-CARR, DON / KING ROOF - C2 32' GIRD) TOP CHORD 2x6 DF -L (€1 :T2 2x6 DF -L f2: BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :W9 2x4 DF -L f1: rn .PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ga- IADDITIONAL LOADING PER TRUSS MANUFACTURER ------------------------------------------------------------ c=) ------------------------------c BC From 1047 PLF at 0.00 to 1047 PLF at 5.00 BC From 811 PLF at 5.00 to 811 PLF at 7.00 z BC From 790 PLF at 7.00 to 790 PLF at 11.00 BC From 574 PLF at 11.00 to 574 PLF at 13.00 BC From 527 PLF at 13.00 to 527 PLF at 32.00 10 PSF BC LIVE LOAD PER UBC. NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST'BE REPLACED IF IMPROPERLY INSTALLED OR DAMAGED. W5X80 r� C -D W6X4(R) $ W5X8 2 ro W4X4(R) x R- WSX12 (D3) la o - a W3X8(D3) 0 w W5X6(D3)--- z 0-4-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) 3 Complete Trusses Required SUBMITTED BY TRUSS MFR. NAILING SCHEDULE: (0.131x2.5_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 2' o.c. WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING, IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 12.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: (L)SIMPSON OUS28 SPACED @ 24" OC. (H)SIMPSON HUS26 SPACED @ 24" OC. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-2000. W6X8 (R) IA 6X4(RW4X6TWW T 5 W4X4 (R) R/ W2.5X4 W5X12(D1) W5X6(D1) 0-4-1 z 11 N5X4 t W4X6 W6X4 (R) M W5X4 (R) IU W4X4 (R) M W2X4 IN w z W6X4(R) 91 W7X6(R) 0 W8X8 = = -11-0- 21-0-0 6J4X4 (L) 93- (H) a I I 16-0-0 _I_ 16-0-0 ,1 32-0-0 Over 2 Supports o� R=13525 W=5.5• R=10437 W=5.5" Ca o ^•I DIT TVD u�„o T1DT-n5\R Design Criteria: TPI(S Co 0 N C6 N 9n ALPINE Q Alpm Englllxled pr fits, Ine. SaO1&=10, CA 95828 •WARNING-- TRUSSES REOUIRI EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING ANI 80.AClNG 4EFER TO.%11,11 1N110LIN6 I1STAIIlM6 AYD B0.AC1 N6). PUBIISNLD RY TPI (TRUSS PLATE INSTIiUTI, SLq O'OYOFRIa DR., SUITE 200. MADISON, YI SOI19), FOA SAFETY PRACTICES PRIOR (0 PERFORMING THESE FURCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEIRE INODUCTS, INC. SHALL ROT BE RESPONSIBLE FOR AAT DIIIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IR CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OFTRUSSES. THIS DESIGN COLIFORMS WITO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SF ECIFICAT3 ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 6440 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FAC[ OF T0. USS, AV D UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SWOYN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS 1NE RESPONSIBILITY OF THE NU ILDI N6 DESIGNER. PEP ANSI FTPI 1 .1995 SECTION 2. W. *\ Apr 28 2000 Cz 7-0-1 -0-0 ATE COUNTY, ` CA/ -/1/-/-/-/F TC LL 33.5 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LO. 50.5 PSF OUR.FAC. 1.15 SPACING 24.04 t - Scale -.1875"/Ft, REF R427--77131 DATE 04/28/00 DRW CAUSR427 00119022 CA -ENG RDW/GWH SEON - 30103 FROM GA NG0425-CARR, DON / KING ROOF - D1 24' COMN) THIS DWd PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. F P CHORD 2x4 DF L1 T CHORD 2x4 DF -L #1 o 'WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.` orl 0 00 o , z 1 V A d a A1. A - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. ` DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. . W4X4 = C-0 tY. z W5X4 (A2) W3X4 W3X41a W3X4 - W5X4(A2) e z w 1-0-0 12-0-0 12-0-0 _I 24-0-0 Over 2 Supports J R-1299 W-5.5' R=1299 N-5.5' a CAS PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD C=3 - --WARNING'- TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND p _ BRACING. REFER TO 918.91 (HANDLING INSTALLIRG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p - 1.STITOTE. 587 D'OROFRIO DR.. SUITE 200. MADISON, WI 57719), ►OR SAFETY PRACTICES PRIOR TO N 10.0 PERFORMING THESE FURCT IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACOID DATE 04/28/00 6 STRUCTURAL PARELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. pp PSF IMPORTANT- FURNISH A COPY OF TMIS DISIGN TO THE INSTALLATION CONTRACTOR. ALPINE EMGINEENED CV BC LL PRODUCTS, INC. SHALL NOT BE RESPONSI01 FOR ANY DEVIATION FROM THIS DESIGN: ANT /AIttlRE TO PSF CA -ENG RDW/GWH BUILD THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING. NANDLIN6, SNIPPING. INSTALLING AN TOT -LD. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DES16 Cl- -4 SPECIFICATION P08USOED 8Y TME AMENRAN FOREST AND PAPER ASSOCIATION) AND TPI .ALPINE CON RECTORS ARE MADE OF 20GA ASTM A651 SILO GALT. SI9EL, ENCEPT AS NOTED. APPLY CONNECTORS TO • IDB p10ig•j�, • .QB�BIII wlA10. LA 95�R EACH FACE OF TROSS. AND UNLESS OTHERWISE LOCATED ON THIS 095161• POSITION CONNECTORS PER ORAY1N65 160 A, .THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIL IT7 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS RTICLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA COMPONINT21*1'99U SPACING 24.0" D1 5-4-1 Ah -0-0 ;4 -OL- NG DEPAR-rnoExr PFRO% t' CA - 1 - - F Scale a.25` Ft. TC LL 33.5 PSF REF R427--77132 TC DL 10.0 PSF DATE 04/28/00 6 BC DL 7.0 PSF DRW CAUSR427 00119023 BC LL 0.0 PSF CA -ENG RDW/GWH r 28 2000 * TOT -LD. 50.5 PSF SEON - 30083 C1V►1-` �9 DUR.FAC. 1.15 FROM GA SPACING 24.0" t' 5 -CARR / KING ROOF - G1 181000 (TOP CHORD 20 DF -L #168et. BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard :W7 20 OF -L $1: c -A :Lt WeMe 20 DF -L Standard: :Rt Wedge 2x4 DF -L Standard: PLATES IES26NED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) 5110111H ICU DY 'iMUZS nl•K- 3 Complete Trusses K equirea NAILING SCHEDULE: (0.131x3.0_,g_nai1s) TOP CHORD: 1 ROW 0 12' O.C. BOT CHORD: 2 ROWS 0 4' o.c. (EACH ROW) WEBS : 1 ROW 0 4' o.c. REPEAT NAILLNG AS EACH LAYER IS APPLIED. U ADOITIOIAL LOADS IESE EQUAL SPACING rim BC - FOIA 1030 PLF at 0.00 to 1030 PLF at 7.00 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BC - Fran 946 PLF at 7.00 to 946 PLF At 16.83 IN LIEU OF OR RIGIO.CEILING USE PURLINS: o PLB- 1974 LB Conc. Load at (6.23,8.11) TO BRACE BC 0 72.00' OC x DEFLECTION, MEETS L/240.00 LIVE AND 11180.00 TOTAL LOAD. 10 PSF SC LIVE LOAD.PER UBC. n RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-2000 o0o W5X8� W7X8® . cs� 0D W04(R) % W5XB-L*t 0 Z 5 r -- d W2.5X4,0 �CA H_ r=:) U7X8(CB) Z A O a Ea a W2X4 p W4X6 W5X8 = W7X6 (R) 01 . W5X8 = w _ z IS2514(C8) can 4!6X4 (R) b —'1 5 W2.5X4 Ab W4X6e W2X4 W W7X8(C8) - HS2514 (Ce) - G i 9-5-0 -1 "WiNG DE 18-10-0 Over 2 Supports I z R-11684 Wa5.5' Y O R-10607 i PLT TYP. H1 h Stren th.Uave TPI -95 A Des1 n Criteria: TPI STD 1 C7 -HARMING•- TRUSSES REGUIRE ESTlE1R CARE lR FABRICATION. NAMOLIH6, StliPP LNG. IRST USS RATE -1NACIRG. REFER TD IlIN-11 (NMOLIMG INSTALLIAG AND ONACING). PEDLISMIC RT TPI (1R IVSTITUTE, SEA W ONOFRIO DA.. SJTTE 200- RAOISON, MI S3719). 104 SAI M ►NACTTCES ►AIC4 70 C PEVORHING THESE FUNCTIONS. UNLESS OTNTRWISE INDICATED. TOP CMORO SMALL RATE PROPERLY ATTACHED STAUCTINAL PANELS. BOTTOM CHORD SHALL HAVE A PROPIRLT ATTACHED RIGID CEILING. .IMPDRTAIIT•- F=IISV A CWT OF TATS DESIGN TO TRE INSTALLATION COMLCTOV. "If NE ENGINEERED d v 11000CT6s. INC. SHAH ROT DE RESPOISINLE FTN Aly OEYIATION FNOM THIS OISIGN: All FAILURE TO [1-1 ROILD THE TRASSES IN COAFORHARCE RITR TPI: OR FABRICATING. AIAVOLING. S11MIS, INSTALLING AND V BNACUi of TROSSES. TRIS DISI" CONF0IMS MEM APPL)CARLE rROVISROSS Of NOS (NATTONAL OESIM SPCCTFICATIOV PURIISAED 0Y TA[ AALAICAH FOREST AND PUIN ASSOCIATIOIh AND TPI- ALPINE ALPINE CONNECTORS ARE MAO[ or iou ASTM 4653 6160 MY. STEEL. EECIPT AS TOTED. Ar►lT CONN[CT0A5 TO EACH FACE OF TRUSS. AND UNIESS 013ERNISE LOCATED ON lo"011"I" ►OSITtoM COVNECTOI3 PER DRAHEIGS 360 A -f. TAC SIAL OL THIS NAMING INDICATES ACCEPTANCE OF PROFESSIONAL EISINEERSN6 O RES70N ST61L1TT S0L[LF FOl TRE TRUSS [OM►ORE17 DESIGN SNONN. TRE SOITABILITV AND SSE OF THIS Ma SRri C CowouP[T171xNANSICTRTICI AR AOf1DING IS TIL IESMRSIN[Llrr OF NNE ROILDING OESINQ. ►ER CA - F Scale -.375' Ft. �E TC LL 33.5 PSF REF 8427--26405 TC DL 10.0 PSF DATE . 06/12/00 8C DL 7.0 PSF DRW CAUS2427 00164002 BC LL 0.0 PSF CA -ENG AEB/CWC' * TOT.LD. 50.5 PSF SEAN - 32821 DUR.FAC. SPACING. 1.15 24.0' FRQM GA - This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° lis the resoonsibilihi of the installer(builder. buildino contractor, licensed contractor. erectororerection contractor) to properly receive. unloadstore, handle, installana brace metal plate connected wood trusses to protect life and property. The installer nust exercise the same high degree of safety awareness as with any other structural naterial. TPI does not intend these recommendations to be interpreted as superior b the project Architect's or Engineer's design specification for handling, installing nd bracing wood trusses for a particular roof or floor. These recommendations are! Lased upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSSPLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 fuss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, be Truss Plate Institute, Inc. expressly disclaims any responsibility for damages z rising from the use, application or reliance on the recommendations and i iformation contained herein by building designers, installers, and others. Copyright by Truss Plate Institute, Inc. All rights reserved. This document or any part hereof must not be reproduced in any form without written permission of the Publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked1lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Nrt, SS`STORAGE A. CAUTION: T-usses should not be unloaded on rcugh terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. JAWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re -11A properly braced. Donotbreakbandsuntilbundles moval to avoid shiftin of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the ADANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited. Frame 1 Diagonal brace Up to 24' 3/12 1 8'1 17 1 12 2' 36" Over 24' - 42' 3/12 1 7' 1 10 1 6 4' nal bracing. Diagonal bracing should be nailed Over 42' - 54' 3/12 1 6' 1 6 1 4 6' 84" Over 54' See a registered professional engineer 96" DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir 9' SPF - Spruce -Pine -Fir ti oO� 411 Diagonal brace 1/4" 1 also required on 24" end verticals. 2' 36" 3/4" 1 Top chords that are laterally braced can buckle 48" togetherand cause collapse if there is no diago- 4' nal bracing. Diagonal bracing should be nailed 1-1/4" to the underside of the top chord when purlins 2q• �� fess are attached to the topaide of the top chord. 6' PLUMB I I I Truss D ih =4e 12 —� 3 or / 9• P greater 9• s/ All lateral braces lapped at least 2 trusses. Continuous Tnn Chnrri Lateral Brace Required 10' or Gr( Attachml Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 1 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' ep I Y D(in) I I Lesser of Ir D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW 1 T ±Y:' L(in) L(I MU200 y10 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) Lesser of U200 or 2" L(in) U200'; L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir B Q,OSI L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X4/2X6PARALLEL; Continuous CHORD'TRUSS TOP CHORD. ,. Lateral Brac TOP CHORD ' DIAGONAL BRACE . MINIMUM LATERAL BRACE SPACING (DBS) SPAN DEPTH SPACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir B Q,OSI L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X4/2X6PARALLEL; Continuous CHORD'TRUSS Top Chord Lateral Brac Required Top chords that are laterally braced can buckle togetherand causecollapse if there isno diago- 10" 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. All lateral �I 'braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachme Required 10 201me Tresses h� SPF/MPS 2' �•C. e T z or Greater It `eyy oc g2 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause 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. 1y 1�0s� �5 All lateral — braces at least two trusses. cf End diagonals are essential for stability and must be duplicated on both ends of the truss system. 3p'(O B is Trusses 2' O.C. 045 Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required I 10" or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Tag Line WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. A so° so° MECHANICAL: or less or less INSTALLATION. T� a i a Approximately Approximately Tag '/z truss length %truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the I '/i to %3 truss length truss are securely fastened and tempo- I Less than or equal to 60' 1,rary bracing is installed. Tag Line Tag I Line Spreader Bar Toe In Toe In Approximately '/3 to 7/3 truss len th Less than or equal to 60' Tag Line Strongback/ At or above mid -height Tag Line Approximately _ 3/3 to 3/4 truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses 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 Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 R (ruse of bracec oup of trusses (EB) Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. 12 ____1 4 or greater ...... .......... .............. ........... , .. ..... ........ ... ... . . . .. . . ................ ........... .............. .......................................... ............................. ..... ......................1.... ................ ................ ................ ................ ................ ................. ................. ................ ......... ..... .... TOP CHORD DIAGONAL f3RACE , MINIMUM............. SPAN ........................ ............. ......... M ... ........ PITCH ................... ................ eI .............. ........ ..... ... . lapped at least 2 Up to 32' 4/12 81 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fli Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required A WARNING: Failure to follow these recommendations could result In I severe personal injury or damage to trusses or buildings. A 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' 1 See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace eI Required A WARNING: Failure to follow these recommendations could result In I severe personal injury or damage to trusses or buildings. A 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' 1 See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10" or Greater Attachment Required or /, Z I L- =450 Frame 3 'o Top chordathat are laterally braced can buckle togetherand causecollapse, ifthere isno 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. TS MsR 12 -� 4 or greater SP - Southern Pine SPF - Spruce -Pine -Fir " -- All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A .10Permanent "'1-1 1-o. continuous?, lateral bracing °� as specified by the truss engineering. Frame 4 =45° L1y Cross bracing repeated at each end of the building and at 20' Intervals. L�5 LA (KINGO425-CARR, DON / KING ROOF'- G1 181000 GIRD; ITOP CHORD 2x4 DF -L #1&Bet. BOT CHORD 2x6 DF-L.SS WEBS 2x4 DF -L Standard :W7 2x4 DF -L J1: — ':Lt Wedge 2x4 OF -L Standard::Rt Wedge 2x4 DF -L Standard: i'PLATES DESIGNED FOR GREEN. LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER 0 ----------------------------------------------------------- .BC - From .1030 PLF at 0.00 to 1036 PLF at 7.00 BC - From 946 PLF at 7.00 to 946 PLF at 18.83 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED IF IMPROPERLY INSTALLED OR DAMAGED. W6X4(R) % W5X4(R) N N — _ 5 W3X4-0 ra a W7X6(C8) ICa "HS2514(CS) w Ix w _ w THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NAILING SCHEDULE: (0.131x2.5_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 ROWS @ 4" D.C. (EACH ROW) WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO,BRACE TC @ 24.00' OC, BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: (H)SIMPSON HUS26 SPACED @,24' OC. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG W6X8 = C-2000. W6X4(R) 4/ 4"" W7 W3X4 s z W2.5X4 III W4X4 (R) IB WS X4 (R) 11 N. c5 - - z _ !"T W7X6(R) III w z ' W7X6(C8) = HS2514(C8) 6� -R-0-0 WSIX 4 (R) III W4X4 (R) III W2.5X4 10 9-5-0 _I_ 9-5-0 _1 I18-10-0 Over 2 Supports R-10352 W-5.5' I1. o , PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI(S p -WARN ING"` TRUSSES 4EODIRE EXTREME CARE IN FABRICATION, DANDLING, SNIPPING. INSTALLING ARE C=:) •BRACING. REFER TO NIBPI (BAIDLIAG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C=. INSTITUTE. SBS D'OMOFAI0 DA., SUITE 200, MAO ISO,, 11 11119). FOA SUITT PRACTICES PRIOR TO PEIrOIMIIG THESE FUNCTIONS. UNLESS. DTHERNI SE tADICATfD. TDP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CNOID SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. cc; -IMPORTANT" FURNISH A COPT Of THIS DESIGN TO TB( INSTALLATION CONTRACTOR. ALPINE ENGIREEREI CV - PRODUCTS. IML SMALL NOT BE IESPOMSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD int iIOSSES IA DOT YtTtl. TPI; OR FABRICATING, HANDLING. SNIPPING. INSTALLING ANd Yx ALPINE BIACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL OESIGL R.. SPECIFICATION PUNLI SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TFI. ALPINE Q COINECTOIS ARE MADE OF 206A ASTM A653 GRAD MI. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PER OIAWINGS 160 A-2. THE SEAL DN THIS DBANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEIRIAG e Y„�,xrW Pmhr inc- IESPONSIBILITT SOLELY FOR TRE TRUSS COMPONENT DESIGN SRO". THE SOITASILITT AND USE OF THIS ^•Y 9EO, CA 95SI8, COMPONENT FOR ANY PMTICIL4 BUILDING IS THE RESPONSIBILITT OF THE BUILDING DESIGNER, PER ADSIITPI 1-I2A1 1 CT101 2. R-9965 W-5.5" 4-3-2 . t .I CA - 1 - F Scale —.375'/Ft. 01. w `4 TC LL TC DL 33.5 10.0 ,PSF PSF REF R427,--77133 DATE 04/28/00 BC DL 7.0 PSF DRW CAUSR427 00119025 BC LL 0.0 PSF CA -ENG RDW/GWH Apr 28 200 IT TOT. LO. 50.5 PSF SEON - 30110 CIVl► �P DUR.FAC. 1.15 FROM GA SPACING 24.0" .I LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design * Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 �o N CA "e 01 AG.A (_ 1 A Job No: IV Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 • . Timber Products I ,Inca P.O. Box 20455`# ��� Portland, OR 97220 APPROVED (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue M1 Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. ❑ 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 Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ 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. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct.' W l F3 Dom OAIz� IK'iA)� FLo qP - y Z6 -oo _ , r F5 Dom OAIz� IK'iA)� FLo qP - y Z6 -oo N Ya-: N CK) O z (KINGO426-CARR, DON / KING FLOORS - F-1 FLOOR) TOP CHORD 4x2 DF -L #1 BOT CHORD 4x2 DF --L #16Bet. WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7,3.3. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS OWG PREPARED IROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR + 2X6 CONTINUOUS STRONGBACK. SEE HIB -91 SECTION 13.2.3.2. MAX JT VERT DEFL: LL: 0.45' OL: 0.19" (SEE DWG DEFLCAMB0699) RECOMMENDED CAMBER 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC BC @ 72.00. OC. f : 10-4-8 43.1251 7-10-8 30` Typ. W2X4 01 W4X12 a 1.11 5X4 W3 W1.5X4 N F - I A a. WARNING•- TRUSSES REQUIRE [ITREME CARE IR FARIICAT1011, MANDIIRR. SHIPPING. IOSTA1l1RG AND 01 X6 8 W1.5X4 W W3X6 a W4X12 = W1.5X4 IB f� 1ri. BRACING. R[fEA TO ■10.91 (xADD11Nc INS1.19L AND OAACIRG), PUBLISHED BT TPI (TRUSS PLATE INSTITUTE. 501 D'oRUTR10 OR . SUITE 200. ROD 150H. WE 53/19). FOR SAfF IT PRACTICES PRIOR TO PE ED KING THESE IUNCT1ONf. UNLESS OIREIMISE INDIartO, 10P CAURO SMALL �� E 'ry_/ TC LL 40.0 PSF REF R427--19703 1-4-0 + `FP TC DL 10.0 PSF Ta w - 00 .s 8C •DL 7.0 PSF DRW CAUSR427 00123001 1-4-0 w BC LL 0.0 PSF CA -ENG AEB/CNC 8-0 -0 z W5XB Ea W4X12» W2.5X4 m W3X6la W3X81NS W5X8a c.b z * * TO.T.LD. 57.0 PSF DUR.FAC. 1.DD FROM EO SPACING 24.0" w i I 4 4�r�l z d WOULTUDING ®EPAR Et tl P R-1103 19-4-2 Over 2 Supports D `� R-11 03 0 Ln , o PLT TYP. Wave TPI -95 R Desi n Criteri - TPI STD �I C=> 0 0 N a. WARNING•- TRUSSES REQUIRE [ITREME CARE IR FARIICAT1011, MANDIIRR. SHIPPING. IOSTA1l1RG AND 18.2f3 CA - 1 - - - F Scale -.3750/Ft. BRACING. R[fEA TO ■10.91 (xADD11Nc INS1.19L AND OAACIRG), PUBLISHED BT TPI (TRUSS PLATE INSTITUTE. 501 D'oRUTR10 OR . SUITE 200. ROD 150H. WE 53/19). FOR SAfF IT PRACTICES PRIOR TO PE ED KING THESE IUNCT1ONf. UNLESS OIREIMISE INDIartO, 10P CAURO SMALL �� E 'ry_/ TC LL 40.0 PSF REF R427--19703 DATE 05/02/00 MALE PROPERLY Af1ACMEO SOUCTURAI PANELS. BOTTOM CUORO SRAM HAVE A PROPERLY AIIACMED RIGIO CtiLIAG. `FP TC DL 10.0 PSF "IMPORTANT— FURNISH ACOPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE CMGIMERRED PRODUCTS, IIC- SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM (HIS DESIGN: ANY ,FAILURE TO e011D THE TRUSSES ER CONFORMANCE 00 .s 8C •DL 7.0 PSF DRW CAUSR427 00123001 ALPINE MITR TPI: OR FABRICATING. MANDLIUG, SIIIfP1AG. INSTALLING AMO eRAtuc of TRUSSES. THIS DESIGN COAfoms NITM APPLICABLE PIOIISIOUS OF NDS (NATIONAL DESIGN SPECIFICATION BC LL 0.0 PSF CA -ENG AEB/CNC PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. AIPIIE SEON - 12155 Alpl� � �-�� IrobGb IOD SRerime b,CJ1958a CONNECTORS [AEN ARE PIADL OF [ODA ASIR A653 $140 GAIT. STEL. LACIPT AS MOIIU APPLY CONNECTORS (D fAtF Of TRUSS, AND UNLESS OIIERWIS( IOCATED ON TMIS DESIGN. POSITION CONNECTORS PER OIWINGS 160 A•2. TIIC SEAL ON (NIS DRAWING IMPICATES ACCEPTANCE OF PROFESSIONAL FNGIREERIOG RESPONSIBILITY SOIEIY FOR IMF TRUSS COMPONENT DESIGN SNOWR. TN( SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS TOE RESPONSIBILITY Of TILE BUILDING DESIGNER, PER ANSIITPI 1-1995 o(CTION 2. * * TO.T.LD. 57.0 PSF DUR.FAC. 1.DD FROM EO SPACING 24.0" (KING0426-CARR, DON / KING FLOORS - f-2 FLOOR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 DF -L #1 BOT CHORD 4x2 OF -L #1 + 2X6 CONTINUOUS STRONGBACK..,.SEE..HIB-91.SECTION 13.2.3.2. "•"'�i " �""� , NESS 4x2 DF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00' OC. c" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. FS'ITRUSS MUST BEINSTALLEDAS SHOWN WITH TOP CHORD UP. c --I CV OO d 7.10-8 19.125"! 7-10-8 30" Typ. H . W2X4 M W4X12 a W2.5X4 a W1.5X4 III Wl. 5X4 III W2 -5X4 ® 144X12 s N2X4 ID A O A 1:-4-0. + I 1-4-0 w-0-0 z WM a W3X6 _ W2.5X4 ® 412.5X4 s W3X6 a W4X6 in w w fE 17-4-2 Over 2 Supports R-989 R-989 Lr o PLT TYP. Wave TPI -95 R Desi n Criteria- TPI STD1 191 Ifol UTTE C 'd7 HOVEIDY Ch - A - - r JcdIe -.i/D- tL. i C� O C\T CV .�.- —WARNING '; FBOSSES 4[OUIRE 11TREME CARE IN FABRICATION. MANGLING. SHIPPING. INSRUS PLATE BRACING. N[FER 10 MI 9t (bANDl IN6 INSIAII LNG AND BRACING). PUB113bED BT TP( (TRUSS PLATE INSrITNT(. SBS O'ONOFRIO DR.. SUITE 200. MADISON. NI S3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FU11Cr10NS...IES. OTMENYISE W.CATE0. TOP [MATED IN., YALE PROPERLY AFIACOED STRL":.. PANELS. BOTTOM CHORD SNALI HAVE A PROF(RLT ATTACHED RIGID CUEING. "IMPORTANT" FURNISO A COPY OF THIS DESIGN TO THE INSTAIIATION CONTRACION. ALPINE ERGINELAFO PRODUCTS. INC. SMALL R07 BE 'RESPONSIBLE FOR ESS �y 2 TC LL 40.0 PSF ' TC OL 10.0 PSF BC DL 7.0 PSF REF R427--79704 DATE � 05/02/00 (TRW AL PINE ART OETIATION FROM IMIS DES1G6: ANY PAILURE TO BUILD INE TRUSSES IN CONFORMANCE 111TH TPI; OR ►ABIICArIH6. MAMOLING. SMIP►IN6. I1SIALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLIAABLE PROVISIONS OF NOS (NA)IONAL DESIGN SPECIFICATION In, BC LL 0.0 PSF CAUSR427 0012]002 CA -ENG AEB/CWC PUBLISHED 01 THE AMERICAN FORLST AND PAPII'ASSOCIATION) 410 TPI. uvut CONMICIORS ARE MADE OF E061 AIPIIIO EngEnceTed Products, Inc. $°Q�D•OA9582g ASTM A633 GA(0'GALV. SHIL. E11111 AS N01E0. A1111 CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTN ENYI.E LOCATED ON THIS DESIGN. POSITION CONNICTORS PER DRAPINGS 160 A•2. THE SEAT OR THIS DRAWING IHOICATfi 4CCEPTAYC[ OF PROFESSIONAL ENCIOEERING COMP.PONENT(S 18!FOA ANY PARTICULAR L f TOE80110116TRUSS 0ISOTHE TRLSPONi1B1LITT OF THE BUILDINGOESFirms SHOW THE SUITABILITY IC EA. PUSE ER THIS A.SIFTPI 1 1995 SEC710M E C(j(((. N•Ry TOT.LO. 57.0 PSF OUR. FAC. 1.00 SPACING 24.0" SEQN - 12161 FROM ED (KI NGO426-CARR, DON / KING FLOORS - F -2A FLOOR) THIS DWG PREPARED FROM COMP(IIER INPUT (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 DF -L $1 + 2X6 CONTINUOUS STRONGBACK. SEE HIB -91 SECTION 13.2.3.2. BOT CHORD 4x2 OF -L #1 - — WEBS 4x2 DF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00" OC, BC @ 72.00. OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. M d• N C7O O F -2A 7-10-8 ��-17.5"T 7-10-8 30" TYP• A W2X4 0 W4X12 a W.2. 5X4 W1.5X4 M W1.5X4 IU W2.5X4 = W4X12 = W1.5X4 8 C=)_ A 1-4-0 w a w T. 1-4-0 z -�8-0-0 W4X6�0X6 em W2.5X4 W2.5X4 E_W3X6 a W4X6 E3 z w a 6TE COW* 17 2-8 Over 2 Supports a e 9,da9�o� DEPAR E��N 1 R-981 R-981 4.. 3 1r� • o PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 1 CA - 1 - F Scale m 375' Ft 0 —WARN SAACING. AEFER 10 MIB ING-- TRUSSES UII(i�OLING 1 XTREME STAl112G AFABRICATION. ID BRACING)xPOBI(SIIEO BT 1 I ING. SHIPPING. ! (TONS$ IA1l° w9.VIGAIYI TC LL 40.0 PSF REF R427--79705• A= INSTITUTE, SM3 D'ONOFl1O DR.. SU17E 200. RAWSON. MI $3719)• FOA SAFET( PRACIICES 24102 10 - Pt AFCORMING THESE FUNCTIONS. UNIES] OTHERIISE INDICATED. TOP CDOND SHALL HAVE PROPEALT ATfACRED �• TC DL 10.0 PSF DATE 05/02/00 ' N ST2UCIURAL PARELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACIIEO RIGID CEILING. S ••IMPORTANT•• FURNISH A COPT OF TMS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A�VVNR BC DL 7.0 PSF DRW .CAOSR427 00123003 CV PAWUCTS, INC. SHALL NOF BE RESPONSIBLE 102 ART DEVIATION FROM THIS DESIGN: All FAILURE TO r TL IU[to THE TRUSSES 1N COMPOINANCE NITN IPI: 04 FABRICATING. HANOLIDG. SNIPPING. INSIAIIING AND r m ALPINE MRACIRG 01 TRUSSES. TMS DESIGN CONIONJIS .11. APPLICABLE PROIISIONS OF IDS (NATIONAL DESIGN 6 1 BC LL 0.0 PSF CA -ENG AEB/CWC . SPECBICRS AR PUBIT(IF BY TOE AMERICAN IOIIAL AND PAPER ASSOCIATlOOT ARU TPI. ALPINE * * TOT.LD. 57.0 PSF SEON - 12165 �. CONNECTORS ARE MADE OF iOOA ASTM AMS] SRAO GAFF Sl lTI. INCEPT AS NOTED. OAPPLYRREC CRSNECIOI4 i0 EICN FACE OF IN USS. AND UNI[SS OTNLlYl3E LOCATED ON THIS DESIGO, POSITION CT)NNEC1O4f PER /L DRAVIN45 160 A•l. TOE SfAI OR IRIS DRANIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERIRG I• DUR.FAC. 1.00 FROM ED" A1„ �,.:•,�.-s,1 S. � RfSPORSIRILITY SOLENT FOR ThE TRWS COMPONENT OLSIGN SHOWN. TINE SUITABILITY ARp OSE OF THIS ' ^'Y �b"'��w� 9 ACOXNSIONENT1 r199BN3ECT10SCL AIL BUILDING IS THE RESPONSIBILITY OF INE BUILDING OES(GA(1, PER SPACING 24.0 " (KING0426-CARR; DON / KING FLOORS F-28 FLOOR) THIS DWG PREPARED fRON\COWPUTFR r11POT n nanc P. nimcUCIAuo. TOP CHORD 4x2 DF -L #1 BOT CHORD 4x2 DF -L #1 WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. CV co OI z IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 7-10-8 -13.8751' 7-10-8 30" TYp• W2X4 m, W4X12 W2. 5X4 = W1.5X4 BI W1.5X4 m W2. 5X4 s W4X12•a W1.5X4 m o• _x 1_ Q 1-4-0 w a w E 1 1-4-0 _k8-0-0 z W4X6 = W3X6 a W2.5X4 a W3X6 a W06 w W2. 5X4 s w , TE Coum a hI E 16-10-14 Over 2 Supports iHLINNG ®EPA Ek - R -964 R-964 TIN 11 Lr� o PLT TYP. Wave TPI. 95 R Desi n Criteria• TPI STD ~� O� O CV N ';VARNlffG"' TRUSSES EXTREME IN FABRICATION. HANDLING, 1 Scale —.375' Ft. it,ER TD N10.91IRE AND (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPIE 1 jumblPL TE INSTITUTE. SBS O'OROFR IO DR., SOITE 100, MADISON, YI 11111). FOR SAFETY PRACTICES E TC LL 40.0. PSF REF R427--79706 PRIOR TO .PERFORMING IRIS[ FUNCTIONS. UNLESS OTXFIYISF 1NDICATED, TOP CHORD Snul HAVE PROPIILT ATTACIIlD ST0.UCTUAAI PANELS. BOTTCN CIfORD SXALL tlHE �*' TC DL 10.0 PSF DATE D5�D2�DD ' A PROPERLY ATTACN(C RIGID CEII ING. "IMPORTANT-- FIRNISH A COPY OF THIS 01316N TO THE IASTAILATIOA CONTRACIOR. ALPINE INGIBEERIO PRODUCTS, INC, $MAIL 2 �L� BC DL �1.0 NOT BE RESPONSIBLE FOR AN DE ATION FICA THIS DESIGN; ACV FAILURE TO BUILD TIE TRUSSES 11 COIFORAAACE NITM 111: 01 FABRICATING. LNG• 10 PSF DRW CAUSR427 00123004 A L PINE MARCH SNIPPIRG. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS Of MOS (NATIONAL DESIGN SPECIFICATIOR PUBLISHED ~ * BC LL 0.0 PSF CA -ENG A E B /CWC BY THE AMERICAN FOILST 400 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARL MADE OF LOCA ASTM ` $EON - 12168 AfPInB �SITI o, Aft•I�• saa°°'Lal°•t^9'azs A653 6140 GAR►. STEEL. EICEPI AS NOTED. APPLY CONNECTORS TO EAC" FACT Of TRU ss. AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION CONNECTORS PFR DRAWINGS 150 A -I. THE SEAL 011 THIS OKAYING INDICAFIS ACCEPTANCE OF PROfFSSIONAL ENGINEERING CDMPONEITIFORVANYI PARIICYLAIEOUIIIDINGDIS THE FIESPONSIBILITY Of TIE BUILDINGSHOWN. THE ITY AND UbE Is DESIGNE0., PER FLATS AUIITPI 1.1995 SICnoll z. 7N TOT. LD. 57.0 PSF DUR.FAC. 1.00 FROM - ED SPACING 24.0" (KINGO426-CARR, DON / KING FLOORS - F-3 FLOOR) TOP CHORD 4x2 DF -L-#1 BOT CHORD 4x2 DF -L #1 _ WEBS 4x2 DF -L Standard `D PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I N C70 O �---5-3-0 4.1*--2-9-0--� 30" Typ. v,. W3X4 EEa IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. o W1.5X4 ni W3X6 W1.5X4 IB• W2X4 M BIKING. REFER 10 '0 91 (HAIDLING INSTALLING AID BRACING), PUBLISHID Of TPI (TRUSS PLAT( INSTITRTE. SB3 O'OlOFI10 Ol., SO ITE 200, MADISON, YI $3718). FOA SAFLFY PRACTICES PRIOR 10 -(1fEie//R ��NN''�• ^�••Vv o tz w T DATE 05/0200 / P[IFOINING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STR Cr PRAI PANICS, { � TC OL 10.0 PSF BOTTOM CHORD SNAIL NAPE A PROPERLY ATTACHED RIGID C[IL IN6. ••INEORTANr-• TURNIS" A COPT OF THIS DESIGA FO TIE INSTALLATION CONTRACTOR. AIPIRF (SCIR[ERED PRODUCTS, INC. SHAH NOT BE R[SPONSIOLE FOR ANT 0111ATION FROM THIS OESIGN: ANY FAILURE TO BUILD INE TRUSSES 10 � 2 rA 1-4-0 A L P IN E CORFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AID BRACING OF TRUSSES. TRIS OLSIGN CONr0AN3 Nlrl APPLICAOLE PROVISIONS OF NOS (NATIONAL DESIGN SO 6 01 _ BC LL 0.0 PSF 1-4-0 w w. � * * SEQN - 12119 • �� EII$IIICmd PFgdNct% Int. sACTNmL:11D,CA s28 -8-0-0 /�NNLNN N�N•'�• TOT.LD: 57.0 PSF DUR:FAC. 1.00 z W2.5X4 W3X4la W2.5X4 z W1.5X4 9 w w d. ra �E 8-4-2 Over 2 Supports—�. • R-476 R-476 N 1_C) o PLT TYP. Wave TPI -95 R Desion Criteria: TPI STD IR 9fli F-3 - fTTr 4�.WING DEPARTMEN' _ — a - 1 J6alc •- .Jia rI, 1 [� C� O N CV .•y, —HARMING TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SNIPPING, ItlSTAIIlNG AND BIKING. REFER 10 '0 91 (HAIDLING INSTALLING AID BRACING), PUBLISHID Of TPI (TRUSS PLAT( INSTITRTE. SB3 O'OlOFI10 Ol., SO ITE 200, MADISON, YI $3718). FOA SAFLFY PRACTICES PRIOR 10 -(1fEie//R ��NN''�• ^�••Vv TC .LL 40.0 PSF REF R427--79707 DATE 05/0200 / P[IFOINING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STR Cr PRAI PANICS, { � TC OL 10.0 PSF BOTTOM CHORD SNAIL NAPE A PROPERLY ATTACHED RIGID C[IL IN6. ••INEORTANr-• TURNIS" A COPT OF THIS DESIGA FO TIE INSTALLATION CONTRACTOR. AIPIRF (SCIR[ERED PRODUCTS, INC. SHAH NOT BE R[SPONSIOLE FOR ANT 0111ATION FROM THIS OESIGN: ANY FAILURE TO BUILD INE TRUSSES 10 � 2 � � BC DL 7, 0 PSF DRW CAUSR427 00123005 A L P IN E CORFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AID BRACING OF TRUSSES. TRIS OLSIGN CONr0AN3 Nlrl APPLICAOLE PROVISIONS OF NOS (NATIONAL DESIGN SO 6 01 _ BC LL 0.0 PSF CA -ENG A EB / CW C SPECIFICATION PUBLISHED BT THE AMERICAN ESTGAL AND ASSOCIATION) AND TPI. ALPEIE CORN(C (ORS * * SEQN - 12119 • �� EII$IIICmd PFgdNct% Int. sACTNmL:11D,CA s28 (APER 40 NOI GRAD GAIN. STILL. EXCEPT AS IOIII APPLY CONNECTUAS t0 APP ARE MAO. OF TOGA ASTM OASS3THERWISE EOOF PRO ESSIONAL 9: PER EACDRAW FACE OF A I AND OSIESN 07THIY IS[ LOCAVING 1O ON IRITES ACCEPOFSIGTANCE DRAWINGS ILO A 1 TRE SIAL OI THIS MEANING ILOICATES 119. A1C( OF PROFESSIONAL EPGIAEEAI[6 COMPONENT FORYAMfLEAa 11CUELY '02lAREBU ILO11TRUSS GOISO1 ETIESPOISlB[CLSIGI CITY OF luE BUIL OINB111( IOT SIGNER SEP`FF TRIS ANSIITPI 1.199S SECTION P /�NNLNN N�N•'�• TOT.LD: 57.0 PSF DUR:FAC. 1.00 FROM ED SPACING. 24.0" cam: N CD O 2 (KING0426-CARR, DON / KING FLOORS F-4 FLOOR) TOP CHORD 4x2 DF -L $1 BOT CHORD 4x2 DF -L #1 WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. IN LIEU OF.RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6-7-8 1:1.62*--- 5-3-O —I 30" Typ. WI.5X4 UI H W1.5X4 11 W3X8 8 W2.5X4 W1.5X4 0 W3X8 a W2X4 12 c, ca 1-4-0 w CY w T r 1 4-0 -8-0-0 W3X6 s W3X4 = W2.5X4 ® 143X6!m w W3X4 a w z ¢ l I E 12-10-2 Over 2 Supports R-732 R-732 . N L.C) o PLT TYP. Wave TPI' -95 R Desi n Criteria• TPI STDI 1 0 0 0 N ATE ,;P - AIL NG ®EPARTMEN QED •BB�CIING.J.4IFER TO HIB•9XG*- TRUSSES 1UT (HAN0�AG1 ST�LI1 AND BRACING). PUBLISHED B7 IPI I(TRUSSI PLAIt �,CFESSln.,_ TC LL 40.0 PSF REF R427--79708 PC ITU7E. 5B1 D•USOFRID DR.. SUITE 200, RADISON, 01 ISM). FOR SAfETT PRACTICES PRIOR TO PERFORMING THISL FUNCTIONS. UNLESS OTAIRNISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACNEO � �•y TC DL 10.0 PSF GATE .05/02/00 SiftlCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPOITARr-- FORNISII A COPY OF THIS DESIGN TO THE INSTALLATIDI CONTRACTOR. ALPINE ENGINEERED BC DL 7.O PSF DRW CAUSR427 00123006 PRODUCTS, INC. SIIAIL NOT Of RESPONSIBLE ION ANY DEVIATION FROM THIS DISIGN: ART FAILURE TO ,tS BUILD THE TROSSES 11 CONFORMANCE NITR IPI: 04 FABRICATING. MAND1111G, SHIPPING, lNSTAIIING MU _ ALP I NE BRACING OF TpUSSES. TOTS DESIGN CONFORMS N17M APPIICABLE PROVISIONS OF NDS (SAT165AL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC SPECIFICATION PUBLISHED IT THE AIIERICAR FOREST AND PAPER ASSOCIATION) AND IPI ALVIN[ CORNECTORS ARE RAO[ OF ZOGA ASTM A657 6140 GALT. STEEL, IICFPT AS NOTto. APPLY CONNECTORS 70 TOT. LD. 57.0 PSF SEON - 12171 ERCN NG 16 TRUST, AND UNLESS N I IS WING IN ON THIS ACCEPTANCE POSITION PROFESSIONAL E P[R , DRAWING 160 Y Si THlLf E SEAL ON END THIS DfORING DEDICATES ACDESIGN . 7NE OF PROFESSIONAL ERGISEElING NMT` V- OUR. FAC. 1.00 FROM ED MPU Slc rlmlal ProdnDts. loc COMPONENTIFON7ANTIPARTICULAREOUIlOIRG IS THE TRESPONSIBILI[1 OF THE BUILDING DESIILITY GNER. PER THIS 9aaNm6nlo,CA9s828 ANSI/TPI 1•L99S SICTION E. SPACING 24.00 (KI NG0426-CARR, DON -1 KING FLOORS - F-5 FLOOR) TOP CHORD 4x2 DF -L #1 BOT CHORD 4x2 DF -L #1 _ WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. owl C_> -1. N W Z �•-4-0 1 - 0 -14.8 7 5t---2 - 9 - 0---� 30" Typ W3X4 ga W1.5X4 EI 143X4 a 141.5X4 DI 142X4 AI p O [� 1 T TG. -w 1-40 1-4-0 CY. w-�-B-D-D . z W2.5X4 W2.5X41a W2. 5X4 Em z W1:5X4 m w • w z 7-11-14 Over 2 Supports—� R-455 R-455 N LA7 o PLT TYP- Wave TPI -95 R Design Criteria: TPI(STD •NARNING•- TRUSSES REOIIIRE EXTREME CARE IN FABRICATION. RAAOLIIIG. SHIPPING. INSTALLING ANO BRACING. REFER TO 1118.91 .(MAR DI ING IRSTALtIN6 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE [� INSTITUTE. S. D'ONOFR IO DR., Sam tOO. MADISON. WE 63)19). FOA SAFETY PRACTICES PRIOR TO O PERFORMING TNESY FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRUCTPRAt PAREL S, 80TTCH CACAO SHALL HAVE A PROPIIIY ATTACHED RIGID Cf111RG. '-IMPORTANT-- FURNISH A COPY OF THIS OESIGA TO THE IISTALLA7101 CONTRACTOR. AIPIYf ENGIIEEIIO nj PAOUOCIS, INC. SUALI R07 Of RESPONSIBLE FOR ANY DIVIATIOR FROM THIS DESIGN; ART FAIIURF 10 A L PINE BUILD INE TRUSSES IN CONFORMANCE WITH TPI; UR IABRICAIING. IIANOLIIG. SNIPPING, INSTALLIMC AND BRACE Of TIOSSE S. THIS DESIGN LDMFORMI -110 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .>- SPECIEICQ ION PUBll S11t0 BT INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF tOGA ASTM 1603 GR40 GAIN. STEEL. LLCEPT AS NOTED APPLY CONNECTORS T0. EACH FACE OF TRUSS. AN UNIESS OIIICRNISE LOCATED OB TNIS OESlGil. POSITION CONNECTORS PER - GRAYINGS 100 A•1. THE St 01 TM IS BRAYING 1MUI U ICS ACCEPTARCEDESIGN SHOWN. THE OF PAOIf SSIOAAL ENGINEERING AIp1IlCG�'I6—IDdA93ILCES'IOC' COMPONENTIFDAYANY DARIILY COLAATHE BUILDING ISONENTTHE RESPORSIOILITY OF lilt BUILD116IOLSIGNtR. Fla THIS SDQIm)eaTD,CA95BIB ARS1101 1.1095 SECTION t. 11115 DWG PRFPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS IN LIEU OF RIGID SHEATHING USE PURLINS.TO BRACE TC 24.00" OC, BC ® 72.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWNWITHTOP CHORD UP. F-5, Mir HFIV '9I CA/./l/-/-/-/­F Scale —.375'/Ft. FESSlp, TC LL 40.0 PSF I REF R427--79709 �J TC OL 10.0 PSF DATE 05/02/00 BC DL 7.0 PSF DRW CAUSR427 00123007' BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 57.0 PSF SEAN - 12176 OUR -FAC. 1.00 FROM ED SPACING 24.0" (KINGO426-CARR, DON / KING FLOORS - F-6 FLOOR) TOP CHORD 4x2 DF -L #1 BOT CHORD 4x2 DF -L #13Bet, _ WEBS 4x2 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. N' CJ:) O z T)IIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIHENSIONS) SUBMITTED BY TRUSS HFR + 2X6 CONTINUOUS STRONGBACK. SEE HIB -91 SECTION 13.2.3.2. MAX JT VERT DEFL: LL: 0.46" DL: 0.20" (SEE DWG OEFLCAMB0699), RECOMMENDED CAMBER 3/8" IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. -10-4-8 14.875 7 10-8 30" Typ. WTm .5X4 C--') W1.5X4 III W4X12 a W1.5X4 W W3X68 W1.5X4 M W3X6a W4X12 s W2X4 III o ce 13. ca 1-4-0 + w z 1W5X8- 144X12s W2.5X4s W3X6c. W4X6Em 145X88 c.d z w w r —b T 1-4-0 8-0-0 a 4 �E19-5-14 Over 2 Supports ITNG ®EPAATm,Pt% R-1111 ' R=1111 lr, C=:) PLT TYP. Wave TPI -95 R Desian Criteria: TPI STD 18 i O [� O ••WARNING•' TRUSSES REQUIRE E1TI(ME CARE IN IABRICATIOA, II.DDL IDG. SNIPPING. INSTALLING AND BRACIK. REFER 10 MIB 91 IRM1.1113 INSTALL ISO AND BRACING). PURIISHED BY TPI 114033 PLATE INS TI TVTE. S13 0.OMOTO 10 OR„ SUI" T00. "ACT SUN, VI 531111, FOR SAFETY PRACTICES PAIOR TO ERFORMING THESE FUNCTIONS. OAL(SS OTNERVISE INDICATE., TOP CIIOAO SMAII NATE PROPERLY ATTACHE. TRUCTURAL PANELS, BOTTOM CHORD SUALL HAVE A PROPERLY A11AC1110 11610 CEILING.IMPORTANT•• FUIINISNA COZY 01 TMIS D1016R TO THE IATION CODIAACIOR. ALPINE ENGINEERED AOONCIS, [AC. SMAII ROT RE QaOiES 2 CA 1 - - f TC LL 40.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF Scale —.375 Ft, REF 8427--79710 DATE 05/02/00 DRW FROM RESIONSIaIt /OA AIT OETIATIOR FROM IVIS OESIGR; AMY ►ALLURE TOINERACTRCNO►TTAOSSfS'NCOTU/fOESIGNITH TPI: oil nNO) CAUSR427 00123008 L INC. SOFPRDSG(NATIONALING AND C01F0RMS .11.AAPPLICABLE ROVISIONSDESIGN PECIfICAT10MPUB,IS@D BC LL 0.0 PSF CA -ENG AEB/CWC IT THE AMERICA. 10.111 AAD PAPER ASSOCIATION) ARD TPI. ALPINLORRECTORS ARE MAD[0►....ASTMA653 CR40 Ed ProdOMFONEIT$POSSIB1102 -j GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS f0 CH FACE Of TRUSS. ANO ORIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMNEC1G115 PERRAVINGS 160 A i TRE SEAL ONTHIS DRAWING IIDICAf1S ACCEPTARCI OI PROFESSIONAL ENCINIERIN6DUR,FAC, All PARTICULARLITY SOLELY FOR EBUILDINGTRUSS OISOTHETRESPODSIBIIITY DrlDESIGN SllUNH. uI BUILUlA610f3IGNDCtiSEP(ifY13 1.1995 5EtT10N 1. ,? bD.�:A95ISIFT►1 TOT. LD. 57.0 PSF 1 -OD SPACING 24.0' SEON - .12158 FROM ED DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. PLUMB i i Truss Depth D(in) i 12 C � gr3eoaterr \ �,6 s/ All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCE$ 12" 1/4" 1 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' 1 T ±'/a" I T m Length L(in) Lesser of U200 or 2" L(in)--- L(in) ............................#.:.:.............. . Lesser of i Lesser of U200 or 2" D50or2" ±'/4= Maximum Plumb Misplacement Line in 50" 1/4" 4.2' 100" 1/2" 8.3'-F 150" 3/4" 12:5'- 0 OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 200" 1" 16.7' 250" 1-1/ 20.8' 300' 1-1/2" 25.0' 0 OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your 4Aattentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° ltisthe responsibilitvofthe installer(builder building contractor, licensedcontractor: erector or erection contractor) tovrooerlyreceive, unload store handle install and brace metal plate connected wood trusses to protect life and pmeriv The installer must exercise the same high degree of safety awareness as with any other structure I 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, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. U DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. where failure to follow instructions could result in 1�14Y IN or damage to structures. O TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus. the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. �sTRUSS�aT.ORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded an rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be Asupported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. A WARNING: Do not lift bundled trusses by the Jbands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do notbreak bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir m L/ The end diagonal brace for cantilevered -trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALL.E'L Continuous TOP CHORD. To Chord p TOP CHORD DI AGONAL BRACE;`; MINIMUM LATERAL BRACE SPACING (DBS) ` ;:; SPAN DEPTH i SRACING(LBs) #trusses togetherand cause collapse if there is no diago- SP/DF SPf/HF; Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir m L/ The end diagonal brace for cantilevered -trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALL.E'L Continuous CHORD TRUSS To Chord p Lateral Braci Required Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- 10" 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. All lateral braces lapped � at least two trusses. End diagonals are—essential for stability and must be duplicated on both ends of the truss system. =450 Attachmer Required to rjs 2o'(Dg� leas Sri o WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. A ��•O • . `. ,.,. All lateral 'braces lapped at least two trusses. 0450 s� End diagonals are essential for stability and must be duplicated on / both ends of the truss system.```'_` Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required _// Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. E 1.1A WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. IDEA greater than 30' by the peak. A- TagApproximately 60° j or less ! f Approximately Tag Line '/2 truss length '/2 truss length Line Truss spans less than 30'. SpreaderBar Toe In i - Toe in ~ Approximately _ 1/2 to V3 trtruss length Less than or equal to 60' MECHANICAL INSTALLATION 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. Strongback/ SpreaderBar � 10' M _ Approximately . V3 to 3/� truss length Greater than 60' GROUND BRACING: BUILDING INTERIOR brace - l (\ ioudlatera\„ '��G 13 Bp) Note: 2r! ayatem &hall have adequiffe capacity to support ground 2nd floor t„ floor GROUND BRACING: BUILDING EXTERIOR Top Chord 7 Typical vertical / attachment plan \ i Ground brace diagonals (GBp) Ground brace vertical (GBV) " rte: ♦u' c Backup C' ground stake Blocking Ground Brace Verticals (GBV) Nl Ground' brace tat trues of braces lateral (LBS txo,up of trusses End brace (EB) i Strut (ST) J Driven _ Typical horizontal tie member with ground stakes multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 Tag /Line 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 A Tag Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Line Strongback/ Spreader Bar SpreaderBar 10' �- t0 Toe In Toe In At or above _ mid -height E Approximately Approximately y to iii truss length V3 to 1/, truss length _ _'/: Tag Tag Less than or equal to 60' Line Line Greater than 60' GROUND BRACING: BUILDING INTERIOR brace - l (\ ioudlatera\„ '��G 13 Bp) Note: 2r! ayatem &hall have adequiffe capacity to support ground 2nd floor t„ floor GROUND BRACING: BUILDING EXTERIOR Top Chord 7 Typical vertical / attachment plan \ i Ground brace diagonals (GBp) Ground brace vertical (GBV) " rte: ♦u' c Backup C' ground stake Blocking Ground Brace Verticals (GBV) Nl Ground' brace tat trues of braces lateral (LBS txo,up of trusses End brace (EB) i Strut (ST) J Driven _ Typical horizontal tie member with ground stakes multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 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 A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR brace - l (\ ioudlatera\„ '��G 13 Bp) Note: 2r! ayatem &hall have adequiffe capacity to support ground 2nd floor t„ floor GROUND BRACING: BUILDING EXTERIOR Top Chord 7 Typical vertical / attachment plan \ i Ground brace diagonals (GBp) Ground brace vertical (GBV) " rte: ♦u' c Backup C' ground stake Blocking Ground Brace Verticals (GBV) Nl Ground' brace tat trues of braces lateral (LBS txo,up of trusses End brace (EB) i Strut (ST) J Driven _ Typical horizontal tie member with ground stakes multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 G =45° 12 --� 4 or greater Up to 32' 1 4/12 1 15' 20 15 Over 32'-48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. s� 'Po. 2a Bottom chord diagonal bracing repeated at each end of the building and at same -spacing as top chord diagonal bracing. Q WARNING: Failure to follow these recommendations could result in Q severe oersonal iniury or damu age to trusses or bus ildinn_ Cross bracing repeated at each end°of the building and at 20' Intervals. ' 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. -45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir Mili TOP CHORD Continuous Top Chord All lateral braces HITOP CHORD DIAGONAL' BRACE' Required MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPAGING(LB # .trusses Attachment Up to 32' 4/12 81 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 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. nal bracing. Diagonal bracing should be nailed ti '� 10' or Greater are attached to the topside of the top chord. L Attachment Required '3101 t0S9 / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 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' S 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 Greater Attachmen Required Frame 3 9. 00� ti . Top chords that are laterally braced can buckle yei Ql�� togetherandcausecollapse,ifthereisnodiago- nal bracing. Diagonal bracing should be nailed ti '� to the underside of the top chord when purlins are attached to the topside of the top chord. R•O B E R T S --------------------------- T R U C T U R A L F W A Y MA- GALIA, CA. 95954 D O N A L D W. C ARR - C ---------------------------------- A L',C 1 U L A T I 0 N S CA 95969 F O R R•O B E R T & A L I C E K I N G R E S I D E N C E W Y C L I F F W A Y MA- GALIA, CA. 95954 D O N A L D W. 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JEi :T }`: I N13 F:ES I DENT_ E i_ LAF'k:: ROAD JOB, 1\10. PAF:AD ISE, CA DATE e 5 2 C) C)C) 872-0,25-1. 7 '-0; 5-1. C:ALC: =:ALS= 9 S BY o FLT -SHEET Z OF 2. SUBJECT. '= ONi=:F:ETE 1=:ETA I N INGa — BEA1=' I 1\13 ---------------------------------- WALL WALL DESIGN: ALL i ALGULAT I ONS ARE L1\1 UNITS/Lha e FT. 13RADE SLOPE' RATIO: LEVEL. SOIL EOULVALENT FLUID PRESSURE (FSF)e 3) SUF'i= HARGE'(FEET)- 20 0# W1 -HEEL. LOAD 1 . YIELD STRENGTH F'E I NF n (•t::S I) e 40 ULTIMATE C:OMPF'ESS I VE i STF'EN13TH OF C= 01\117F:ETE (F'S I ? o 200C) GRAV I TY LOAD - DEAD LOAD (k:: I P c > 0 11. - LIVE LOAD (F:IP:) 0.32 OVERALL HEI 13HT OF THE WALL 7 `Hw (FEET)•: 4 . �Y OVERALL HEI GHT . OF THE SOIL — Mr 5.17 T = KNESS OF WALL.— T ?: I NC :HES a F, C=:OEFF I C: I ENT — a 0 1.4E TOTAL EARTH PRESSURE -. Fhr (KI I F' )C 'r 0 ; 40 REACT I ON rd TOP OF WALL - Ft ' 0::.I F' i. e ' -0. 15 F:EACTION C BOTTOM OF WALL .- Rb (F:IP:) o C)..215 HEIGHT .OF 101 SHEAF' — 1-1c ,. (FEET)'. x .53 MOMENT — Mw (FT -1: -,.'IP.) e AREA F'EINF•. (IN.:...y.� 9d9 CIN?: SIZE °: ----------------------------------------- SPA�:1'Ni t).041 .3.75 #k4 �d 5807 MIN. VERTICAL REINF. —_15 , IN ._') e 0.108 MIN. HORIZONTAL, REINF. — .25 % ('I1\I ' ) � DESI13N REINF•. — VERT IC:AL. 1#4 C' 24 — HORIZONTAL- - 1#4 C 13. , 1=:0Mri I NED. STRESSES C WALL C) . 13 ,. 1. 0 FLT ENGINEERING PROJECT :,KING KINim RESIDENC 5790 CLARK ROAD JOBAO. 1 i it ?[ J PARADISE', CA DATE . 5/2000 ir.-?i a (916) S72-0214 . i_ AL=A P S BY o FLT SI-iEET , 3 OF 2c%— FOOTING-DESIGNo" ------------------ DENSITY OF SOIL. (PCQg 00 DENSITY OF i_ONi_ERTE' (PCF)n 150 ALLOW „ SOIL BEARING PRESSURE ( FSF)0 1500 ' ALLOW. LATERAL BEARINim PRESSURE' (PSF)e 200 ' FRIi=TION COEFFICIENT —,Fc: 0.35 BEARING PRESSURE REDUCTION (PSF) e 0 NET. ALLOW. BEARLNG PRESSURE (PSF)° 1500 PRELIM. FOOTING — WIDTH ' f. I Ni= HES) i 11.85 -- DEPTH (INCHES) a 6. o ? DESIGN.. FOOT I NG - WIDTH (INCHES)e 1.2. 00 —_ DEPTH — (INCHES): 12. jai?` .TOTAL .,ORAV I TY LOAD - Pv c K I F' :? e 1.5E INCREASE OF ALLOW, SOIL PRESSURE (%)q .� 0.0 A TUAL SOIL PRESSURE — Q-is PSF) t 1557 < '1500 SLIDING RESISTANCE —"Fr. KIP :?L OAS /0.25- . t?,'y5SLAB SLABREINFOR:EMENTe RE I NF @ TOP; OF WALL (BAR #:? o MAX. HORIZONTAL,'SPAN OF WALL :FEET?. 7.88 DESIGN HORIZONTAL SPAN (FEET): 4 . SLAB THICKNESS (INCHES): 4 SLAB WIDTH REOUIRED. CFF_ET:?> 8.77 DESIGN AREA OFSLABJEINFk c TN` 2/LF i o: .0.019 ALLOW. TENSILE, STRESS OF REINF. . (KSI) o 14. LENGTH OF DOWELS ANi=HES? VGZO-ZL8 (916) 69656 'V: '3Sladabd ''da'NUV D 06L9 7�''n'G/ld✓ — ,:0 'N? /ti's 1HP/71<ya O.! AO %:WOa Ao -gPi�oaG/ 'Z "YIAi 5��1�Hb'/d �'�'8 O£ a'O a 8/ E 0-7b- 7 6 ��� raa .p� uaaiX _u Or u9r �Vr r3� rCIr r`-)r rgt ,.Ys If—/,/,r�r 77b�Af 7Y Sd31S '91� -7/ V1-OC 1 S/YOO O w . ZA as bys Qq 7f►'arr716'// Sc?'�Q _ r _' t c �rri-2a laf�px ,0 G VoY="AIO0 17 Jf �. Ptr7S OlN/ 776�isf la{�iI PN38' CYO S7--PiNOQ X, — S�'I�gr o Z� �10N �3S i 0 "- X2�1�✓ � �N1 OV/Y/ 7 71►m la'=il O/Yd1.Yv — A, 'IM 9X9 a'O 8{ A 9 /Yi�fl[ �'•�H.9/h' �/ - 7dryo/1do �a'n�A 9 A a ..... -fir, �•�'„- ...................... _............................................_......_................................_........................._........ 900 776'x/ 9/Y/a Po!? 97 — ,9/Y//:1/i�1.7a' ......._._.._............... .......... • -. �, ... _ ........ � •' � 00 �s 17x1 FLT ENGINEER I NG PROJECT o t`:INI RES IDENCE5"7,'�(> i_LAf-k:"F'OAD JOLT NO. ' e 006 9 F'AF:AD I SE, CA DATE . ," d S/.7;C C r.") i_:ALC_ 9.S BY . a FLT SHEET! OF Zr SUBJECT a ` i_ONC:RETF_ CANT I LEVET: FETA I N I Nim WALL WALL. DES 1 GN: ALL i_ ALC *ULAT IONS ARE IN UNITS/LN. FT. GR ADE SLOPE FATIOo LEVEL SOIL EnU I VALENT FLUID PRESSURE !: F'SF j e ;i i SURCHARGE ( FEET) „ 22000# WHEEL LOAD i -YIELD STRENGTH REINF. 0---` 40 ULTIMATE i_OMPRESS I VE STRENGTH OF != ONi FETE (F'S I) !_ 0 GRAV.I TY LOAD — DEAD LOAD . 0::'I I P ? — LIVE LOAD (I•:IF'7a' 0 OVERALL HEI13HT OF THE WALL - H (FEET). tee' OVERALL' HEIGHT OF THE SOIL — Hr. ' (FEET) 4 TH I i_k.'NESS OF WALL — TOT' (I NCHES') o ` ' 6 — BOTTOM (I Ni_ HES a , 6 !_ OEFF I_ F I ENT - a', „ 1 0 -46 TOTAL EARTH PRESSURE — Fw _( I.` I P i ; 0.24 MOMENT .— Mw (FT -I::: I F' : o. e AREA, REINF. '(IN," -2) ) °:'dI (IN) SIZE' °, SPA- (IN,') MIN. VERT I!_AL REINF_ — e IO 1 (IN!" 2) MIN. .FI0R.IZONTAL' REINF.. — ?5. % ,(,IN''" :� t.�o 18() DEO I GrNI REINF. . — -VERT I CAL.- #4C '4 . HORIZONTAL - #4 'Cd_ c 13,.. ' r FLT ENGINEERING PROJECT o KING RESIDENCE 5796 CLARK ROAD JOB NO • 0069. PARADISE, CA DATE o' 5/2000. a , ( 916) b72--� 254 CALCIS BY e FLT SHEET. F-.6' OF FOOTING DESIGN° DENSITY . OF SOIL (PCF): .. 100 DENSITY OF i_ ONCERTE (PCF): 150.1 OVERTURNING RATIO - MIN. 1�5 , — MAX • . _ , ALLOW o SOIL BEARING PRESSURE. (PSF ) i 000 ALLOW. LATERAL BEARING'PRESSURE XPSF): 200 r FRICTION COEFFICIENT — F•.: Cl 35 4 DESIGN FOOTING : DEPTH (INCHES): -1:' • ` DESIGN FOOTING W I DTH . —•, HEEL (I P• CHES) 10 — TOE Z I LACHES I- 1Z FOOTING KEY —.DEPTH & WIDTH (I Ni= HES i e 6 — BACK TO BACK OF WALL (INCHES): 1 TOTAL WIDTH OF FOOT I.NG (INCHEK e 28 OVERTURNING FORCE — Fo (KIP)! 0;38 OVERTURNING MOMENT — Mo (FT—K I F' ) • 0 • 63 TOTAL RESISTING WEIGHT — W (KIP):,.- KIP)a•. RESISTING RESISTING MOMENT — Mr (FT"KIF'? s ..1 42 OVERTURNING RATIO — SF - 2 t NET. MOMENT - Mn (FT—E:IF'? o s 0. gr ECCENTRICITY -e' (FEET: o 0. 36' ECCENTRIC MOMENT -- -Me (FT—F:: I F' i o ' ' 0. 35 - FOOTING AREA — At (FT -2:)- 2.33 SECT I OnI MODULUS : '— S (FT -3) ; •: _ .: 0 91 SOIL PRESSURES — DL ' ONL T — SF't - ZPSF i o 1807,14 1 1500 ' — SF'h (PSA? 35.71 > 0 -SLIDING RESISTANCE - Fn (KIP): 1 .� 00 57 > ii, 38- 3FOOTIIVIG FOOTING- TOED EARTH PRESSURE @ TOE -'Fv TK I P e 0.64 ~ MAX. MOMENT @ TOE— _ MV. FTA I P) . `. 0.35 , AREA REINF.,' (102) 9 d9 (IN) SPA ( IN) 01. 027 3.75. DESIGN ,TOE RE I NF • a f4, 9 _24 FLT ENCSINEER.IN—i PROJEC=:T e ` K: I N 1 RES I DENT_ L 579.0 C LAR[:". ROAD JOE; X10 . (?� ?Fa'3 F'F1F:AD I SE, CA DATE . 5/2c ic_?� 1 :? S72—p254 ' CALL=:" S BY FLT IEET F—% OF ZF SUBJEC.:T e C ONC :RETE CANTILEVER LEVER RETAININCS ----------------------------- WALL WALL , DESIGN.- ESICSNoALL` ALL'CALC= ULAT IONS' ARE IN UNITS/LN. FT. GRADE ,SLOPE RAT I O z LEVEL SOIL ECJ I VALENT FLUID F'F:ESSUF:E ( F'SF:? e 30 SURCHARGE (FEET) . 2r?00# WHEEL. LOAD 1 ' YIELD STRENGTH REINF. CKSI? e 40 ULTIMATE C=:OMF'F:ESS I VE STRENGTH OF C_:ONC=:F:ETE (PSI :?'e GRAVITY LOAD - DEAD LOAD (F:: I P)o 'i ? LIVE , -LOAD 0%.IF':? a OVERALL HEIGHT OF THE WALL - H ci FEET :? e 5 --� OVERALL HEIGHT OF THE SO I L - Hr ; (*FEET.')-", 5 . TH I Ck::NESS OF WALL — TOP (INCHES)'. F, " — BOTTOM c I I\IC=:1 SES i o E C=:OEFF I C I ENT - `� . v 1. 46 TOTAL EARTH F'F:ESSURF .— F -w (f`: I F' 45 MOMENT — Mw (FT.—k::IF', o C?. C,3 AREA REINS. ( IN -`-2) . ''d' ( IN i' SIZE °: SPA '( IN? 0. 151 3. 75 #4 ra 15. 8 MIN. VEF:TIC AL RF_INF. — .15 % C: IN''':2? o On 103 M,II`I. HORIZONTAL F:EII\IF. — - / t:Thl''`2i'a (?. igG DESI13N REINF-." — VERTICAL.. a#4 C 1' — H0.R.IZONTAL- #4 HE I C3HT FROM TOP OF THE WALL - H2 (FEET,'). 3.5 HE I C HT FROM TOP OF THE SOIL - Hr'2 (FEET),. 4 THICk::NESS OF* WALL - BOTTOM (INC=HES),.- E. 0C? TOTAL EAR :TH PRESSURE F,: I F r',,,-.,4 MOMENT @ Hw' - Mw' (FT-[:.'. :? AREA REINF.. ( IN2) P d9 (IN) SIZE °: -------------------- SPA (IN) 0-058 3./5 #.} [d 41 . DES I CSN RE I NF . - VERT I F:AL e #4' @ ``i FLT ENGINEERING F'F:OJEi_ T e k' I NG RES I DENC:El 5 79 0 'C L A R ROAD JOB NO.e 00F 9 w PARADISE,.CA DATE- O/'.mac) CC) s:9 167 871L- i r�51 i_ ALi= I S TDY FLT' SI-IFFY �—� OF 2� FOOTING DESIGN: --------------- DENSITY OF SOIL. ( PCF i a r 1. C) 0 DENSITY OF l_ ONC:EF:TE (P,--:F'), , 150 OVERTURNING F:ATIO• — MIN.- .-MAXa MAX. - e ALLOW oSOIL BEARING PRESSURE (PSF ) ^ .b 1500 . ALLOW. LATERAL BEARING PRESSURE ` is F'S170 o 00 4 FRIi=TION C:OEFFIC IEI\IT — Fc- 0.3-35 DESIGN FOOTING DEPTH I Ni= HES ? a . 1: DESIGN FOOT I RIG . W I DTH . = HEEL (I NC:HES i o 1 — TOE INC:HES? e. 18 - FOOTING KEY — DEPTH & WIDTH- t: I Ni= HES)e 1-I' — DACJ:*l' TO- BAC I-::: OF WALL (I Ni :HES i o 12 TOTAL-WIDTH 'OF• FOOTING-- (INCHES) OE , OVERTUF:NING FORCE - F ck::IF':, OVERTURNING MOMENT - Mc . (FT -+`-IP-).' i � S7 ` TOTAL RESISTING WEIGHT — W (KIP:),-, 1,155 RESISTING MOMENT — Mr (FT--F::: I P )a r 2.,93 OVERTURNING RATIO , — SF 2. 1 NET MOMENT. — Mn (FT F':)'- . , 11 e 56 E C ENTR I i_ I TY — e (FEET). 0. 48 EC F.ENTR I C: MOMENT — the (FT—I,::I P i a 0. 7­1 - FOOTING AREA — Af J. FT---2) a 3. t)r.:1 SECTION MODULUS'— S (FT'%3) a SOIL PRESSURES — DL ONLY — SP-t -(PSF ) o ` ' 3'��f , 08 .::; 1500 — SPh (PSF )0 :22.08 *% 0 , SLIDING RES I STANI . — F"r (k:: IP* 0.93 .: 0.63 FOOTING - TOE: EARTH PRESSURE rd TOE - Fv' 1 0 13 MAX. MOMENT @-,TOE -` Mf (FT--Ik::IF' i e .. 0.94 AREA, REINF.' T(IN`2) I d' (I_N:) SIZE ?: -------------- ------------------------------------- SPA � (IN) ------------ 0. 0731 8. . 75 4*4 @ 3 32 , :. DES I GN 'TOE RE I NF e :I#4 @., 12, e 4 HY �. G !-_.DATE _v XO40 SUBJECT. c'fyr/l- &Vee C_ C"nrerc SHEET NO. 2` CHKD.6Y._..-._._.-DATE.-._._.._ )eF7X1,A11VG-`V/4CG CCLAIST, OeTi4//- JOB NO. r24 .BARS ' r ' 2 `CL Fi4'P- ' • COMP�CT�D B.4C,Cr/LL a , O jC4'-=wR • '�T � ;4 " `C �H2" �• N.4TUR�(L G�ei(oE Ole CO.VC. S414g 'C "-84 ZS v Ale. a cocrr. CONC. �CEY B,¢,cS L _ _ ' PC AN pa y O D/ "L~ '2` °b• •c• d" 'e'" ee1111=O,---C/,VC /8 'OZ 30 4AZ p/,a , IfIA1, � D.4YG/Rv 'e 0' OF .4/N Oc,C/L..c/, fT. LN - OP170.(/iL GOAT/ONS. 5790 CLARK RD., PARADISE, CA. 95969 (91672-0254