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HomeMy WebLinkAbout079-090-021i � ; - ; .• .�,r. t _ __.`..�. ---errs-ter rY• ..^ +•w!w _ l [ J/ FT o o7�_ moo, 02--1 FREIDA HART MARTIN f 1w- 125 'Melrose Dr, lot4, Copley Acres Unit 2, Phase 2, Oroville Contr: Frieda Hart Martin Q((� Permit#3092-85B,P,E(new single family) } i 3255-90B y? y i, i MASON, Alma;,. f 125 Melrose Ave, Oroville' t- Contr: D - on� George' (reroof/sf i 1 I 1 :i I PERMIT NO. 3092-$5B, P, E.,M PERMIT EXPIRES U r OWNER FRIEDA HARTT RTIN CONTR.. Frieda Hart Martin ASSESSOR PARCEL 36-76-21 LOCATION 125 Melrose Dr, Oroville r J i h Y f K Temp. Power Pole t Called Temp. Elec i Called Temp. Gas Called JOB FINAL Signatt J=PK. - O = Not OK - = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except p's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 1 � 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date' POOLS (Plans) OK except It's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghig. Boxes- Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date s 1 � f a V = OK ' O = Not OK Z —'= Not -Applicable Not Ready RESIDENTIAL'(Single and Duplex) � 1 Date UNDE LOOR Plans OK exce tk's _Date FRAMN6 (Go iinued) o rlifK Irequirements—Setbacks—Easeme 4 Pr erty Line Firewall & Openings t ain; Soils—Steel—Elec. G n //2,/" Ftg. Depth 4 - xt. Doors—One 3'—Check Garage -3rd story, 2 exits tg., Garage; Soils—Steel— //2/" Ftg. Depths; Width—Headroo —Rise—Run—Landing—Fire Protection 4. Ftg., Porches & Decks;, Sol Is—Steel— / "' Ftg. Depth 5. Stemwalls, Main; Steel—Blockouts—Wrapped—Slab 5 lywood on Roof erhang—,Attic Vents—Rafter Outriggers — aili eneer 6. Stemwalls, Garage; Steel—Blockouts—Wrapped—Slab 53. Stucco —Drip Screed—Fdn. Vents—Underflr. Access 7.. Piers—Fireplace Ftg.—Steel 5A_:tlazTrt Tea Glass Protection—Skylights—Plastic 8. D.W.V.: Fall—Fittings—Test-2 way C/O—Sewer Testar ails; Na!'ng— olts 9. Gas Pipe; Size—Anchors 10. Water Pipe; Test—Anchors—Regulator—Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance—Material—Support—Ins. _ 13. Girders—Sills—Anchor Bolts—Joists—Ve s—Cripples Card -BI Date Card -BI Date P Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date/%�5 - Card -BI Date Date FINA tans) OK except q's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent—Access—Combustion Air WV -Ext. Steps—Door & Sidelight Protection—Landings Smoke Detector 58. Furnace; Vents—Clearance—Comb. Air—Connector- I rage; Above Floor—Ducts—Mech. Protection 1 Water Pipe; Test & Anchors—Nail Protection ffie-D.W.V.; Test—Fttngs & Anchors—Nail Protection _ . mom Exiting 17.. Shower Pan; Test, First Floor—Tub Access 6p-G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor—Tub Access 6a---5Tec. Trim & Subpanel; Breaker Sizes—L s 19. Gas Pipe; Size & Anchors 60--Sia+Fs-&dells 63.--Firepface-ePStove; Clearances -Hearth 6�sat Wood Panel; Int. & Ext. Card -BI Date Card -BI Date ixt. & Appliance; Grnd.—Air G6p—Cooking G6—CookingClearance Card -BI Date ELE Date Card -BI Date ICAL Permit OK except N's $le'c. Outlets & Receptacles at Kit. Counter EK Garage Fire Door; Swing—Landing—Closer — mer Fi e & Transformer Clearance—Ins. Protection . Wtr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— rage; Above Floor—Mech, Protection 2 lec ceptacles Spacing—Lights &Switches at Doors oxes & No. of Conductors—Stapled 7✓P .; Elec. & Mech. Equip. Listed for Location Ro Installed Close to Edge of Studs & C.J. c`. Receptacles in Garage; (G.F.I.)—Romex Protec. . round made up w/Mech. Fasteners—Bond Gas & Water . Insulation—Foam—Looked in Attic es Appliance in Kitchen &Conductor Size ai s & ec struction—Post Caps 27. . u eed Wire Size / / ga. Cu or AI—A.C. Wire Size / / ga. Cu or Al ange Circ. / / ga. Cu or AI—Oven Circ. / / ga. Cu or Al, nsulated Neutral ❑Yes ❑No 7 e oor—Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 5. F wing instid.: Drive es E) No; Walks E:) Yes o; ters E) Yes o 28 � ervice—Riser Conductors & Ground—Main Disconnect _ S ;Brown—Finish 29. Equip. Clearances; Panels—Motors—Mech. Equip. 7 A.C. Unit; Disc ct—Clrnces—Brkr. & Cond. Size -115V Outlet 30—ICTO 1e5'6toset Light—Shower Light 78--V—ents Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. 7 sconnect, Mectrical, Plumbing rim; G.F.I. Receptacle -Underground Card B -I Date .%/ Card -BI Date ntilation throughout House Glass Protection Card B-1 D Card -BI Date Date ME ANICAL (Permit) OK except q's orrections from Previous Inspections Tv.1—Meters, Tagged; Gas—Electric A.C. Ducts; Insulation & Support ater & Sewer Connected—C/O to Grade—HD Approval 32. Vent Fan; Exhaust above Insulation 86,' Energy Compliance Certificate—Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34: Furnace—Vent; Access -Comb. Air—Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date ,— Card -BI Date Card -BI NI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Card -BI r ate — and -BI Date Card -BI Date Card -BI Date Date FRA G(Plans) OK except q's S' ; Proper Material & Anchors N 3 Wa Studs—Nailing, Spacing & Bracing—Plates—Sound 3 ing Walls over Girders & Floor Nailing ra Op in Walls (rat proof) 4 i to s; Furred Ceilings—Stairs—Chases—Tub 4kteofr & Beam—Size & Bearing 4 angers—Post Caps—Anchors—Connectors 43. Cing. Joist—Rftr. Ties—Purlin—Roof_Brac.— ss—Shthng.—Rfn_g_. r Type A Flue—Fireplace Throat 45t,405 cess; Size & Romex Protection—Draft Stop—Ins. Baffles 4 rm. Sws or Exiting Doors—Sill Hgt. & Dimensions 47 age Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE ER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector Date / U owner:i, �7� �/9n j 1 cz Permit No. ENERGY CE IF ICAT ION ~" �4�; ;LOCATION A. P. No. DESCRIPTION OF INSULATION ROOF�`%I \1 t' I'.herebq, certify.,•the;ahove,�Iinsulktion and all required items as shown on the Building Depaitmirit�-approved; plans and attachn►ents have been installed as required• by t14.Statai of, California Energy Requirements. � '\.�of `t' ! '• .'L • / 1/' � t., ' "are equipment, devices and materials are of the quality prescribed or axe_ �,rhspecifically approved by the State of California. U1` vf 14. `X., r; 'r-,FIRM'•NAME/OWNER (Please print) STATE CONT'RACTOR'S LICENSE NO. yE 4 . .�,''• �:i r J( �✓ tel/ b .SIGNATURE ..,0F Q _� >;,:�,;:�,• ,CONTRACTOR OWNER DATE THISCERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL •INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. ' January 1984 e .. s- � ES,. � of .. .. _ ! t�R-4.'A''ZY'. ^c'i... -.. _. .. A.'' '�:n• . c - _ ... %r_ .. ,� � � �..-......�.. __..... d°• ." Material, Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL`S Material Brand Name -C,% ,I1,;0 •; ,.4.W,; .Thibkness(inches _ Thermal Resistance(R Value) l CEILING -,.. L` �x Bati'i. or. Blanket Type, Brand Name ;Thickne'ss(inches) Thermal Resistance(R Value)_____,___ _ Loose`;Fill- Type Brand Name _C . Minimum Thicknesg (Inches) /5'Number --7- .Wt : perbag 3 ___lb'." of Baga• • , ' Area-�covered(ft. )Thermal R Value f O Resistance(R ( ) 3 FLOOR; ` ELEVATED :: r,• , Materiel ''• Brand Name .,,Thickness(inches) = "' Thermal Resistance(R Value) Y , FLOOR" SLAB Material Brand Name "Thickness(inches) Thermal Resistance(R Value) Width(inches) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) ' f I hereby certify that -the above insulation was installed in the ,above building in conformance with.the State of California Energy Requirements. IRM.NAME STATE CONTRACTOR'S LICENSE NO. ! 'SIGNATURE APPLICATOR DATE .OF',,INSTALIATIOr t' I'.herebq, certify.,•the;ahove,�Iinsulktion and all required items as shown on the Building Depaitmirit�-approved; plans and attachn►ents have been installed as required• by t14.Statai of, California Energy Requirements. � '\.�of `t' ! '• .'L • / 1/' � t., ' "are equipment, devices and materials are of the quality prescribed or axe_ �,rhspecifically approved by the State of California. U1` vf 14. `X., r; 'r-,FIRM'•NAME/OWNER (Please print) STATE CONT'RACTOR'S LICENSE NO. yE 4 . .�,''• �:i r J( �✓ tel/ b .SIGNATURE ..,0F Q _� >;,:�,;:�,• ,CONTRACTOR OWNER DATE THISCERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL •INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. ' January 1984 e .. s- � ES,. � of .. .. _ ! t�R-4.'A''ZY'. ^c'i... -.. _. .. A.'' '�:n• . c - _ ... %r_ .. ,� � � �..-......�.. __..... JCOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMB R w ZONIN BUILDING PERMIT ow ' I TELEPHONE SO. FT. OCC. BUILDING VALUATION L O 'S MAILG ADD ESS CONT A R'S ME rl �.� TELEPHONE alp Q CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER . UNKNOWN Total Valuation Is 67 Jru Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ -bV ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ 11 Sp Energy Plan Checking Fee $ D� ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 T rap 2.00 DSolar r heat pump water heater 20.00 , LOT NO. SUBDIVISION NAM 2 �s ,� PARCEL MAP % J 3 Water piping 5.00 9 Each qas water heater or vent 5.00 USE OF STRUCTURE SF IJ Duplex[-] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 , Mobile Home S G W 0.00 ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation[--] Other ❑ Describe work: _ Permit Fee $ r Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 900V OR LESS 100 AMP OR LESS 10.00 (� Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. 3f93GClassification ��� ❑ I, as the owner, or my employees -with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason OR ADDNST ( OWEACCL '°d) n¢sgft Af7, NEW CONSTR uL I. UTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 5223030 FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling O Hood 3.00 3, op Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X c"Wk %�Z� J— Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ® An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Q TOTAL PERMIT FEE $ occup-I 3 CONgr.rr, a FLOOD enc ZD sue This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE TOR OF UBLIC o By. PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS DateI� Receipt No. WNITC-D. r. W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ;V1101; + 1:, ,t UAW C � I1 11q a eo OD J c n Ic is lip G t. cvt O N_ J G � _ J lit � w-, (' N oil ✓ ✓ CP t, � � I1 11q a eo OD J c n Ic is lip G t. cvt O N_ J G � _ J lit � N N � I1 11q a eo OD J c n Ic is lip G t. cvt O J lit W OWNER COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING D1VISION 7 COUNTY CENTER DRIVE - OROVILLE 6,1A:LI-Pbh'NIA 95965 - TELEPHONE: 9161534-454 - PERMIT APPLICATION DATA SHEET -- Ar Permit No.frIFd a /Y,(/Gr f, ✓l A. P. No. J6 s C Proposed Building Use Ne li) S'0 Permit Fee Based Upon: Complete -Contract Price DPW Valuation Othe (Expl 'n) Building Inspector cDate/O� , Fr� At time of ermit application, I was advised the following data must be submitted prior to permit processing and./or •SSuance: DATE RECEIVED APPROVED $ 1. All items.have been submitted. . 2... Plot plans in duplicate/triplicate. . . . . . . . 3. Complete plans in duplicate/tri.plicate. . . . . . . . . 4. Complete engineered plans and calcs. 5. Plans with Energy Design Compliance Stg . )';d;tAF"•%. 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . Z• Pre-Inspec. request to (Dote) Ae Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. . . 19. Other When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephones4?9-37-� -9 and hold for pickup at %� office. Deliver w/inspector. Other Applicant sDate `b�}�r i` Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of a plication, circle item;) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail By Date Other Plans checked by Date Plans approved by Date Other: Copy—DPW V Telephone 533.2000 North Burbank Public Utility District 1960 Elrin Street OROV[LLE, CALIFORNIA 95965 DISTRICT APPROVAL AND 54=.84 VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. Applicant: FRIEDA E. HART MARTIN Applicant Address: 91 Canyon Drive,. Or.oyi.11e, CA 95965' Applicant Phone No.: 589-3759 Property Locations) l� Melrose Avenue, Oroville Copley.Acres Unit 2, Phase -II, KK Lot 4_(B) A. P. No. (s): 36-54-23 . Fees Paid: $%HNNX $900:00 SC -OR Regional Facility Charge & $250.00 ..Conn.ection Fee due' Application for service approved: North Burbank October .17 , . 19.84 Public Utility District Inspection(s) made and successful test(s) observed: Location: Date: By: North Burbank Public Utility District release to close permit: Date: By: j.­ VIEB'. 'VOTES --------- I P. N 1) WEBS 6%. 0:1 3X 38 6,:,:, 38:t: 40: 7 A yti 0, -WHEn SPANS- EXCEEDS 2X4'WEBS H ?? --5x6 5X5 38- '0'. mc;nER -Gnn_ns. t-mB Jim CLB Uzou-nED RBDUT� M P 0 Bp_p.0 _#,CLBc1X4 C HT. �LATEPUAL E ATTACH CT-B"TO 7/2 -31) NAILS E�ACTT WEB I 5X7: 40' 7" .. ... -5X5 42" 8 5X5 -:70 :. _- -, 45. v -ENGINEERED PRODUCTS 'INC. ;X4 .1 P.9. SM 2225 -3X4 48' 7: ipp 2.5X4 461 0 0 BERCHIFLORIDR..33DBI 3U5-781-3333 LOCATE TOP CHORD OPP-PAVEL SPLICE WITHIN 6" OP PZU4.EL 1/4-rOINT. DES IGjN CRITERIA UBC TC LIVE LOAD 16.0 PSP DASHES SHOW TC DEAD LOAD ■ 7.0 PSE ------ Z5t 1.5X4 ...14 81 .70 DIRECTION OP L BC DEAD LOAD 5.0 p3p C ELONGATEDTOTAL 23.0 PSP HOLES IN Dun. FACTOR 1.25 PLATES ON TYPICAL CONTINUOUS JOINTS SpAciuc; 24.00 OC 5.00 FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 2403F-2.03 48' 7" 48' 70 2250E -1.9E 48' 7* 48' 7: 11 6 ED. TC PANELS 210OP-1.8E 48' 7" 48' 7 3Xd 48'. 7" SPAN 3.52- 5X8 5XV 48'.1"1 4 ED. BC PANELS 195ZP-1.7E 48' 7" 48' 7" J I=SURBD PROM R 2X8 " 48' 7" IZISIDE SCARPS 1803F-I.GE 481 7" 46* 10" 2X7' 43, Go 165ZF-1.5E 48' 7" 44' 3* 145Z.7 -1.3E 48' 70 491 4" 7m 8' Lis 49' 4 7" Ty BUILDING"DEPARTMEN! MIN BnG SPAN 3.52- 5X8 48' 7" 5X7:-.. 42' 5X6-- 38!. -O" Li 4 ED. BC PANELS 195ZP-1.7E 48' 7" 48' 7" J I=SURBD PROM R 2X8 " 48' 7" IZISIDE SCARPS 1803F-I.GE 481 7" 46* 10" 2X7' 43, Go 165ZF-1.5E 48' 7" 44' 3* 145Z.7 -1.3E 48' 70 491 4" 7m 8' Lis 49' 4 7" Ty BUILDING"DEPARTMEN! MIN BnG SPAN 3.52- 48' 7-1 is "� LOADINIG SPACING' + si EOTTOM iD 'CHECKED FOR 7, 7: 2B.0/1 25. - 3X6 38. E LOAD ,.LIV2XV ,PITCH..: 2X . PUITE'.-TYPE--�RLPINE RE ISI HAN UILESS THESE SPECIFIEMIDUS FOR LUt' R N D m TRUSSES REQUIRE EXHIE11 EN M L I NO, MINE M.""Eclofis MIE: WFIRNING •UECTION HIM -BRIMUG. SEE -OWT-76- 5 GENERfIL-NOTES-: ..0-OLLOAD RX THE L r11118L' [DOD TUSEES: COMENTFIRY FRO RECOI*�11=11614 - TRUSSES BUILT IN CONFORMCZE WITH 'LURL17Y MUM -By aTPI, - LORRCM iL 'AL SPECIAL ORMUZ 7 THERE Sk;RLL GE HO VNIMINTIES OF'THIS CESIC14, EXPRE33 02 UPLIED.. 'aTPI). SEE THIS CESIM FOR KIDITIO. S OF - r3in 11(1;6 GRROE n. BE LnYERM1Y-,8i1s'.CE0 UIDI PRCPEnLY RTITZEED PLI'vow ""-...TO 4B LL ..: FLPI,C CON:ZVORS PIE KIVaTFICTUBED FRon 2D CRUGE GARLYRNIZED STEEL RECUIREPIENTS. UNLESS OUERVICE SHB01, TOP CH010 kir UNLESS OTHERWISE S11OWN, IZETINS R[0UflMZNT Gru-.CM M 3. ".7 FIPPLY CCUNECTDRS 70 BOTH MES nT cpcH joluT r.*,g LrjcfiTE Rs Elom. 610111111Z, COT10 CIMB KITH GIGIO CEILIZ OR 5999446 MIRING WIODZ RRE 4" 11-DIUMTh. MLESS OlUERUME 616OWN. OESIGIN RT IL OF 10 FEET' 0. C. UO 07 USE TMS DESIGN COPYRIGHT*197v SN-iRD3 CONFM3 WITH F.PPLIVOLE NIMSION-3 OV91103-77 FWD oTPI.70 j_UITH FIRE RECTMORN7 TREATED LUMER. rs @--TPI -.TRUSS PLRTE INSTITUTE, ISS - iollICAL OESIG11 SPECIFIERrICH FOR WOW CTURSICILVION 3/23/ 79 DRAI-If A454:, 56 7 I J+ CONTIACTOR A-Zls-cmm- 28/1455 24 F Ural SH 'N"ZOPY OF"' THIS -DESIGN"TO LRECTIO: .1 ;t *1 b1C-15 48' 7" 47' 9" V 1' I 01 48' --7- 451 7- 02 KC -15 48' `7m I -to 42' • 49' 6" n a S is "� LOADINIG SPACING' + si EOTTOM iD 'CHECKED FOR 7, 7: 2B.0/1 25. - 3X6 38. E LOAD ,.LIV2XV ,PITCH..: 2X . PUITE'.-TYPE--�RLPINE RE ISI HAN UILESS THESE SPECIFIEMIDUS FOR LUt' R N D m TRUSSES REQUIRE EXHIE11 EN M L I NO, MINE M.""Eclofis MIE: WFIRNING •UECTION HIM -BRIMUG. SEE -OWT-76- 5 GENERfIL-NOTES-: ..0-OLLOAD RX THE L r11118L' [DOD TUSEES: COMENTFIRY FRO RECOI*�11=11614 - TRUSSES BUILT IN CONFORMCZE WITH 'LURL17Y MUM -By aTPI, - LORRCM iL 'AL SPECIAL ORMUZ 7 THERE Sk;RLL GE HO VNIMINTIES OF'THIS CESIC14, EXPRE33 02 UPLIED.. 'aTPI). SEE THIS CESIM FOR KIDITIO. S OF - r3in 11(1;6 GRROE n. BE LnYERM1Y-,8i1s'.CE0 UIDI PRCPEnLY RTITZEED PLI'vow ""-...TO 4B LL ..: FLPI,C CON:ZVORS PIE KIVaTFICTUBED FRon 2D CRUGE GARLYRNIZED STEEL RECUIREPIENTS. UNLESS OUERVICE SHB01, TOP CH010 kir UNLESS OTHERWISE S11OWN, IZETINS R[0UflMZNT Gru-.CM M 3. ".7 FIPPLY CCUNECTDRS 70 BOTH MES nT cpcH joluT r.*,g LrjcfiTE Rs Elom. 610111111Z, COT10 CIMB KITH GIGIO CEILIZ OR 5999446 MIRING WIODZ RRE 4" 11-DIUMTh. MLESS OlUERUME 616OWN. OESIGIN RT IL OF 10 FEET' 0. C. UO 07 USE TMS DESIGN COPYRIGHT*197v SN-iRD3 CONFM3 WITH F.PPLIVOLE NIMSION-3 OV91103-77 FWD oTPI.70 j_UITH FIRE RECTMORN7 TREATED LUMER. rs @--TPI -.TRUSS PLRTE INSTITUTE, ISS - iollICAL OESIG11 SPECIFIERrICH FOR WOW CTURSICILVION 3/23/ 79 DRAI-If A454:, 56 7 I J+ CONTIACTOR A-Zls-cmm- 28/1455 24 F Ural SH 'N"ZOPY OF"' THIS -DESIGN"TO LRECTIO: .1 ;t TOP CHORD. 2X4 FIR -LARCH #2 .CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH BOTVCHORD -:2X4.":,.FIR-LARCH- #2 REQUIREMENTS OF. I.C.B.O..RESEARCH REPORT X2949. WEBS 2X4_• FIR -LARCH... STANDARD _ ALL 'PLATES ARE TO BE CENTERED ON THE JOINT,�LEFT.TO.RIGHT.AND' y -h_ BOTTOM CHORD'CHECKED FOR 10"PSF LIVE'LOAD : TOP TO BOTTOM, EXCEPT WHEN LOCATED.BY CIRCLE OR.DIMENSION.- SEE DRAWING 130 FOR "PLATE -LOCATIONS ON TYPICAL JOINTS.'. 1X4 ACE. -SAME -GRADE AS WEB MEMBER.: ATTACH'WISH 8D NAILS @ 5„ O.C. BRACING MATERIAL TO BE SUPPLIED�:BY ERECTION CONTRACTOR.- -5 ONTR CTO - - = Ior T IS THE RESPONSIBILITY OF THE BUILDING DESIGNER ANO -TRUSS SYM - FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER -TO ABOUT': VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM '. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S •TRUSS..LAYOUT. 5X9_:",TRUSS 'DESIGNED WITN EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. _ 5.00- M t. �siJ�'TE' �IJNTI�' , �. i 5X5 lUILD)NG DEQ fE ._ n"INR 3X4' " -: t_ .SX6 �� = - -SX8: _ •1. 5X3 - - - R-9719 W-, 3. 5D 35=3=0 OVER'2 SUPPORTS rt PLRTEry TYPE•--RLPINE SEON=-884033 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ' REV II.Q.3 �.'.:am .•C= fitIMPOftTRNT swu NOT ee aEs�oNsilae a w+r WARNING IN NAIOLING,'-ERECTION AND C= O •;� 1= OEVIRTION FROM THESE- SPECIFICATIONS OR MY DEVIRTION 'FROM OA6CING.SEE -89T-76-,[BRACING YQOQ Twissms: •.C� _ ��; °' O " p THIS DESIGN OR RNY FRILUR$ M BUILD THE TRUSS IN CONFORMINCE CONMENTRRY FKD RECOIY,ENDRTIONS-*IPA . SEE YITM TIE "OCRLITT CONTROL IffNUuL' 6Y TPI.- RLPINE CONNECTORS THIS DESIGN FOR •ADOIT1O)AL SPECIRL PERKR- O PRE MRNUFRCTUIEO FROM 20 -GTYIGE. GRLYRNIZED..STL-EL UNLESS RENT BRACING REQUIREMENTS. UNLESS OTHERWISE F M 8446 GRACE A. SHOP OP 0 •�)_- COME -o OTHERWISE SHOWN, MEETING H FHCEEIfEMS 0 RST N, T CHORD TACHE BE PLYWOOD ORFGE MPLY CGI;NE,',TORS TO BOTH FNCES Ri EACH JOINT RMJ LOCATE i15 Y1T11 PROPERLY � RTTRCHEO PLYYOOD SIY:HTNING, ` �fiUS.ri - 3 SHOVN. CEO.RING VIDTHS RTE 4- NCITIIUT_ UNLESS OTHERVISE SHOWN. BUTTLO CHORD WITH RIGID CEILING OR BRACING ri FIR CESIGN Sflt;CGS CUXORM WITH fFPLICRULE.'PlViISIONS OF RS EPECIFILD ON OESICN. 00 NOT USE THIS iNDS-82 RU) •TPI -78 OR PCT -8.0._ _ DESIGN WITH FIRE RETARDANT TRERTED LUASER. 'c— . r-:3' I-'• f --TPI - TRUSS PLRIE INSTITUTE NOS - IATIONRL DESIGN 6PLCIFICRTIRN FOR W061) COPSTRL'CIICN a ,r_•, fir•. ,��, ti F a -r, , •� i Q\��tN [TC LL ,16.0 PSF DL � 7.0'PSF �'°DL ='`+ 5.0 PSF .LD. 2B.0 PSF `re°IV% ..OFc;LI��4" .FPC. 1.25 SPA DRUG ' 3.012 16l,_- _ 1 CA -ENG -RFS- D/A LEN. 35-;3-0 `- PITCH = 5.0%12.1 TYPE HIP - ' .rw..+ose-,...~r.n....,Jw:�...�....-..,......w»-,w..:.�« .--i. ..._._ .r. .. -cf .. 1�. _i._..iesY-rw....«a. w,,...-.. ..A.-.. r. T _ a*•+:►+.S4�C a+S �. r+iY.a J ')Jo:' ')w: MA k ; .1 N • FLPLNE ENGINEERED PROUULTS, INC. TRUSSESREUUIRE EXTREME LANE C= = snIMPORTANT-.719IRLI. NOT BE RESPONSIBLE FOR RNY VVLOFESSI r=3 WFIRN I NG'..iw H'RKOLING;- . ERECTION.-' RND = n-'VIATICH FROM TRESS SPECIFICATIONS OR my buinTION FROM VRCING.SEE -BUT-7G-,IBRRCING.VDD0 rRUSSES: R. C=c4, OR AINY FAILURE TO BUILD THE TRUSS IN CONFORTIANCE COCO3".rENTRRY F140 RECOMMEN 0 SEE .111S DESIGN OnTl WS RTPI)� PITH Tit -DURLITT CONTROL rUI\IJRL' BY TPI. ALPINE CONNECTORS DUG DESIGN FOR - F001710ML! SPECIRL PERMA- p - RRE *l,'UFRCTUQE0 Ff'Jrl 20 CnUGE GRLnNiZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE No. 1673 f -MEETING REWIREIIENTS OF nSTH Am uncE A. SliCWN, -TOP CHORD SHRLL BE LATCRMLLY BRACED 0' OTHERWISE 510VN, TU B07H FACES AT EACH JOINT All) LOCATE AS VIDI PROPERLY-: ATTACHED PLYU00 LPINE D SHEATHING, % r.rPLY . CO!:NEGTDRS SiM%4. DEMING WID7!1.3 FIRE 4' NOMINrL UNLESS DTIl[RJISE SICUN. BOTTOM LHORD WITH RIGID CEILING OR-BRRCI v • �F NDT USE THIS TRU-03 DESIGN STP.NDF—ROS E(INFORM WITH FPPLICR5LE'PRDVISI(RJS OF AS SPECIFIED,% ON � DESIGN. .00 CA 4NDS-92 RHD -171-70 �; PCT-Fto. DESIC-N WITH FIRE RETAROnNT TRLRTEI) LUIGER. FpF _717 - rijj.,­ PLATE lf,5iITlnE, N'Ur PnTll)!'FlL OFSIGN"VECIFICRTION FOR VD00 CONVRUC7tCN Ur_ajUp4-L,n11 nr-r TC:.LL.*'..;',,:*.,r-- ORTEz, /0818 TC DL:7-'.'-0.PSF DRAG - 3;012,,15q �PSF TOT; -'28-; QlsP_,' 01R. LEN. ;.`35 =3 OUR. FRC," '..E'25-': 246 SPRCING--'0 1 TYPE':H I JOB: 'DWP MARTIN OVER- 2'. SUVVUK Ib i - FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR'`' DI,iP EY ii:Da E=-RCPINE -SEON--884023 SCALE o:zsoo' �r P DU CIS llz =TRUSSES REWIRE EXTREME CARE �� ' DESIGN CRIT UBC REF. 5472-DWP - d o o •;� 1 G . D PSF. a ci L :'. 7.0 PSF No. 1 673 A /A q .C= I �p DUR.FRC..25 q LPIP SPRCiNG 24.0- :TRUG �IMPDRTRNT SHRLL* NOT E RESPONSIBLE R U '. - WRRNING IN 'HRIRILINS—ERECTION' RW �.'f '.�iRLL NOT BE RES?ONSIOLE fOfl •ANY OEVIATIDN FROM THESE -SPECIFICATIONS OR FNY DEVIATION FROM BRRCING.SEE 'BVT-7G-,I13RRCING WOOD TRUSSES: =P' =)** THIS DESIGN OR RNY FAILURE.TO`BUILD TIIE TRUSS IN CONFORMANCE COIIMENTRRY FIND REC4`MMENORTIQIIS-•TPll .' SEE O ' O' iiITH TIE -DUALITY CONTROL raiurv.BY.TPI RLPINE_CONNECTORS THIS DESIGN.. FOR 'FODITIONFIL SPECIAL PER13T- q % p R3E MPffiIFRCTURED :FROM '20 .GAUGE' GRLYRNIZEO •.STEEL UNLESS NENT GRACING REQUIREMENTS. UIILESS.DTHERVISE OTHEC'VISC SHOYN, MEETING RECUIREPENTS OF ASTM;AAV6.CAROE•R. ShDUN, .TOP CHORD SIU7LL BE LRTERFiLY TAKE, q , RP?LT COIR:ECTORS -TO BOTN.FRCES RT EACH .HINT RPD LOCATE AS PITH PROPERLY-,: RTTACHED PLY900D SHERIHING, -:� SHDVN. DERRING.NIOTHS FIRE-%'-NOMINTL RV UNLESS OTIIEISE SIDUN. EDT TOM CHORD 91. ...RIGID CEILING OR iodi?GING - DESIGN STR:.OFIRDS CajFoRM VIIH"Fi'PLICRIIE' FROVISIONS`UF AS: ;?ECIFIED DN' O[SIGN.: OD NDT USE I"IS .NGS -82 Fal •TPI -78 OR PCT -f73. u..'STG!1 VI1H FIRE RE11iROBNT.TBERTED IXABFIt ••-iPt -TRUSS PI.R1E INSTITUTENOS - PRTIDN.IL DESIGN SPECIFICRTION FOR YMD CL'IISTRUCIION - ` a � t ll�/ I, R �� ola� fy .:...L L': , : 1 G . D PSF. / t^ L :'. 7.0 PSF No. 1 673 A /A L � -- 4-5. 0 PSF_ - TLD- 2B.OPSF I �p DUR.FRC..25 SPRCiNG 24.0- RTE' /06%85 0 it DRNG 3.'012:158 CR -ENG RFS �ir�cl4 O/R LEN::35-3-0.:. PITCH 1`5`0/42' TYPE HIP- R-9718 Y- :3.50" :• ;:.:: 35;3 } . - SCRLE C.2SOD' _ 'OVER,Z...SUPPORTS � -.:... •: PLATE- TYPE ALPINE . = "SEDN=-884D19 FURNISH R COPY OF `THIS -DESIGN �TO ERECTION CONTRRCTOR [ REV n.o.9' FLPINE EHG(Y.EEREO. ?RCUUCIS,-INC. TRUS5E5 RELUIHE En'TREME CARE - DESIGN CRIT 8 REF % - p'°=0 'p Cl :p d j-2IMP0RTf1NT:�1 SHALL NOT BE RESPONSIBLE FOR �RHT WRRNING IN�.HIu:euNG, 'ERECTION .fiND .•: -; __ �/`�pF iSSIO,Nq '.. OEVIATIQN FROM TIiE55- SPECIFICATIONS -OR ANY DEVIATION FROM ORRCING.SEE "BYT-76',lBRiiCINC YON TRUSSES: �Q�O�P� R•,�Cq�A``y' TC -LL:'; 1O.0.P.SF, DRTE:�. 11/08/85 THIS OE;1GN OR A11Y FAILURE TO BUILD THE TRUSS 1N CONFORMANCE COIUIEHTRRY AND RECp7MENORT[CtiS-�TP71 . SEE /` ���'' - `° TC DL` ~..' .7 . 0 PSF DRI1G' -3.011 157 :ITH ThE 'DUALITY CONTROL raIUAL' SY TPI.. RLPINE.COtJ.4ECTORS THIS OESIGH 'FUR RDDITIDDFIL SPEC[Pl P'cRMA- �1- IRE tlFtiUFACTUiED FROM -2D GAUGE GALVANIZEO STEEL UNLESS NENT ORACING REOUIREMENTS. URILESC OTHEGYISE N0. 1/3673 9 pC :DL=i ' ' + = 5_0 PSF CR-ENG..RFS: /tt kms. %�� OTHECSISE SHOWN, MEETIM fiEGUIREMENTS OF ASTA 'R446 GRACE fl: SHOYN, i0P CIIURD SHiill DE LRir'[iI;LLY GRFLED K I�A ' �PI6� o APPLY CC::NECTQRS TD BOTH FACES RT EACH gINT F7D LOCATE"RS U1111,;PROPERLY -RTTACHED PLYYOOD SHER1HING, ' (`/ �x TOT.LD.' -28.0 P' 0/A `LEN:. -35-3`-0 =- : _ SHO:'N. BEfu711 U(O1ICi Fu7c. 4'. N9MlNAL UtlLESS OTHERVISE SIIOL'N: OOTTfl7 CHORD WITH ..RIGID CEILING OR Q6AC1N5 s • r� Sr SFV \ �P • v'•- �1�' [y, GESICN SIRNG:TCS CONFCRM WITH MPLICRBLE PROVISIONS, OF FS.;SPECIFIEO ON -DESIGN. OD NOT USE THIS 'A/f `tp`A� DUR.FRC. 1 .2� -. C p 1 1 S! ._ " • DESIGN WITH FIkE RETARDANT TRF.RTN LU"BER. rz } D aC05-92 A`tD •TPI.7D CA PCT -B0. ---- I. CAL I C=3 ,C=;;p O .C= O MUSS PLATE 11:'i1TUTE, t:DS NH7IOHAl: DESIGN SPECIFICATION FOR WOOD C1:\STNUCiIM'! SPACING TYPE HIP � , - a i• F 2 -- a - ,sx��5--tr• y,,,� 1.a �`•.�.'a.-sr sir _ _ s � �-'� �T • JOB: DWP'MARTIN IT IS THE RESPONSIBILITY OF. -THE BUILDING DESIGNER AND BERT ' TOP= :_CHORD 2X4 FIR -LARCH �2 .; ::FABRICATOR•TO:REVIEW THIS:DRAWING PRIOR TO CUTTING LUMBER TO ';_: BOT:CHORD;; 2X4:;.-FIR-LARCH_='#2' '- _': -STAN '.;. ' VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM;; WEBS.: • 2X4:.•.;F I R -LARCH DARD - : • _• " ':•" TO THE ARCHITECTURAL.P T _ L /SPECIFI ONS AND FABRICATOR'S ANS CA I CONNECTOR PLATES MUST BE .INSTALLED IN ACCORDANCE. WITH TRUSS LAYOUT. '.: REQUIREMENTS. -OF :I,C.B.O.;:RESEARCH: REPORT #2949:' =.::_;'" •_.. ALLL:'PLA.TES:ARE' TO BE -CENTERED ON -THE JOINT; LEFT:;TO RIGHT'':AND : :.- - ' TOP"0-,..;BOTTOM;' EXCEPT WHEN -,LOCATED BY. CIRCLE OR :DIMENS.ION: p • -"S SEE`_DRAWING.13g.FOR "PLATE.-LOCATIONS;,ON..TYPICAL',JOINTSc:.°;,:' ,+ 'Bottom. chord.c''hecked.• for .10 PSF live-., load., :: E LTi • .COUNTIL..: :, .. _ • �lJI�E: BUILDING DEPART op A. PROVE Ld 5X9. :2.5X4 5X5 5X9 ' 1 �a 1 5.00 - S. D0 3X4 3X4 _ _ y 1: SX3 `5X6::.:.: .8X6 R-9718 Y- :3.50" :• ;:.:: 35;3 } . - SCRLE C.2SOD' _ 'OVER,Z...SUPPORTS � -.:... •: PLATE- TYPE ALPINE . = "SEDN=-884D19 FURNISH R COPY OF `THIS -DESIGN �TO ERECTION CONTRRCTOR [ REV n.o.9' FLPINE EHG(Y.EEREO. ?RCUUCIS,-INC. TRUS5E5 RELUIHE En'TREME CARE - DESIGN CRIT 8 REF % - p'°=0 'p Cl :p d j-2IMP0RTf1NT:�1 SHALL NOT BE RESPONSIBLE FOR �RHT WRRNING IN�.HIu:euNG, 'ERECTION .fiND .•: -; __ �/`�pF iSSIO,Nq '.. OEVIATIQN FROM TIiE55- SPECIFICATIONS -OR ANY DEVIATION FROM ORRCING.SEE "BYT-76',lBRiiCINC YON TRUSSES: �Q�O�P� R•,�Cq�A``y' TC -LL:'; 1O.0.P.SF, DRTE:�. 11/08/85 THIS OE;1GN OR A11Y FAILURE TO BUILD THE TRUSS 1N CONFORMANCE COIUIEHTRRY AND RECp7MENORT[CtiS-�TP71 . SEE /` ���'' - `° TC DL` ~..' .7 . 0 PSF DRI1G' -3.011 157 :ITH ThE 'DUALITY CONTROL raIUAL' SY TPI.. RLPINE.COtJ.4ECTORS THIS OESIGH 'FUR RDDITIDDFIL SPEC[Pl P'cRMA- �1- IRE tlFtiUFACTUiED FROM -2D GAUGE GALVANIZEO STEEL UNLESS NENT ORACING REOUIREMENTS. URILESC OTHEGYISE N0. 1/3673 9 pC :DL=i ' ' + = 5_0 PSF CR-ENG..RFS: /tt kms. %�� OTHECSISE SHOWN, MEETIM fiEGUIREMENTS OF ASTA 'R446 GRACE fl: SHOYN, i0P CIIURD SHiill DE LRir'[iI;LLY GRFLED K I�A ' �PI6� o APPLY CC::NECTQRS TD BOTH FACES RT EACH gINT F7D LOCATE"RS U1111,;PROPERLY -RTTACHED PLYYOOD SHER1HING, ' (`/ �x TOT.LD.' -28.0 P' 0/A `LEN:. -35-3`-0 =- : _ SHO:'N. BEfu711 U(O1ICi Fu7c. 4'. N9MlNAL UtlLESS OTHERVISE SIIOL'N: OOTTfl7 CHORD WITH ..RIGID CEILING OR Q6AC1N5 s • r� Sr SFV \ �P • v'•- �1�' [y, GESICN SIRNG:TCS CONFCRM WITH MPLICRBLE PROVISIONS, OF FS.;SPECIFIEO ON -DESIGN. OD NOT USE THIS 'A/f `tp`A� DUR.FRC. 1 .2� -. C p 1 1 S! ._ " • DESIGN WITH FIkE RETARDANT TRF.RTN LU"BER. rz } D aC05-92 A`tD •TPI.7D CA PCT -B0. ---- I. CAL I C=3 ,C=;;p O .C= O MUSS PLATE 11:'i1TUTE, t:DS NH7IOHAl: DESIGN SPECIFICATION FOR WOOD C1:\STNUCiIM'! SPACING TYPE HIP � , - a i• F 2 -- a - ,sx��5--tr• y,,,� 1.a �`•.�.'a.-sr sir _ _ s � �-'� �T • 35-3' D _ DVER '2 'SUPPORTS . ... , -'.. •, . INE SEDN==884018' == FURNISH( tOPY'DF THIS DESIGN TD'ERECTION CONTRRCTDR ` ' pj REYII:D.3 PLRTE.:TYPE--RLP _ yIpp ALPINE ENGINEERED PRIYlUCTS, INC. TRUSSES REQUIRE E%TBErE CARE GN CRIT REF 5472-DWP *¢IMP0RTRNT** MlLL'NDT BE RESPONSIBLE FOR::.RNY WRRNING IN HiINOIINC',..ERE)CTION END OQROF E551U,y�! DESIGN C= ;'_O [� O DEYfATION FROM TNESE SPECIFLCRTIONS Ok RNY DEVIATIDN FROM ORFlCING.SEE 'BYT=76'., mRRDING WOOD TRussEG: -/ ���' �Pv H. 6Ic,1/AFyc .TC, LL .16 `D PIF DATE -':x.11 /OBYBS 111IS DESIGN OR ANY FRILURe.-TO BUILD THE -TRUSS IN CONFORIAh7:E COMrXNTRflY.RNO REM-lMENORTIONS--*TPI)." ,SEE- o.'::o: PITH TFE OUAL[TY CONTROL'tRYUAL' OT TPI.'.' ALP1tIE CONNECTORS IRIS DESIGN FOR fODITIDF3il-SPECIAL PERIIR �W �. <-�.- 7C. DL_. 7.0 PSF:. DRUG . 3;D12;156 ARE r&1lUFRCTUtEO FROM . 20 GAUGE ' GRLYRNIZEO -STEEL UNLESS RENT BRACING REQUIREMENTS.. UNLESS DTIIERWIGE = ryn. I 673 J0 � pT OTHERWISE S!:OVN, MEETING REQUIREMFLTS OF RSTII :8446 GRADE H.' SHOWN, -:TOP CHORD SHRLL.BE LATERALLY BRACED `,.%� e BC DL :.' 5. O. PSF;- CR -ENG RFS .�/w• 6 PIN C� APPLY C0;0R:CTBRS TO BOTH Oc5 AT EFW;H•.AINT rIDU LOCATE AS WITH PROPERLY: ATTACHED PLYWOOD SHEATHING, K' �L.•�� SHOWN. BEFUiING WIOTHS ARE. 4' 1:0N1NFL .UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR ORRCING C�-TOT. LD: ' ZB . O PSF 0/A LEN:' 35 3 0 �W p Com_ =SIGN STNIDMOS. CONFORM•WIFH:.WPLiCR'JLE.=:PRDVISIGNS;..OF p5''SPECIFIEQ DN DESIGN. OD NOT USE THI6 ��4j / V I pH`p OUR. FRC. -1 :25---- PITCH -:_•=--5.0/12::; ~' D O ����� e!iB5-62 F-:10 -TPI-70 OR PCI -CO. • ' --'•' DESIGN WITH FIRE RCTRRDRNT TREATED LUNBER. - E Or' CALIF _ �•-�•'�`"�' �` --TPI - TAUSS PLRTF. INSTITUiF ''.. N_0,. ITiI IDRRL DESIGN SPECIF1 CRTi]IN FOR W!AD CI:NSTRUf,1fLN -"/I�f L�B SETBACK 5! 7."..• TYPE =•:.HIP i - C 1� 1 , _ l e ' .b � Y F • �' JL � ,ryei t.- _ ' i 4 �.. - -- - tr - - - - - - '` ti'"" "`1." `-'= = =T.n.r .i' �- r. e'-- •.,.c�> tea_ .4 _ ,.Y .r x ' '' - LY -1, _4 ,.� iw a..:.._-.......-.,...—..�.w....w._....e�... •........:....i-...�..e �...... ..._............t_._-,s..._.:l_,..,..a.,..___.�..,._'2:L�...s...�-_...-vee_... ,<.......—i i,..�.s ..-.. .� a. -, 2.5X4 36' 7" 3X6 36' 7- 36' 7" 3X5 34' 0" LARCH 3X4 30' 0" + sym 36' 7- RB011Tt 7" 225OP-1.9E 5X5 1361 7" 7" 36' 5X4 34' 0" M 5X5 36' 7" 36' 7" 5X4 34' 0" 7" 4X4 30' 0" 36' 7" 36' 1.5X4 36' 7" S 1.5X3 34' 0" 1X3 30' 0" 2.5X4 36' 7" SPAN 5X6 36' 7" 5X5' 5X4 34' 0" 30' 0" 3X6 136:.7"13X5.34'9- 3X4 . 30' 9" A'.--7"- MAX --- •WEB NOTES. _ �_.-. o WEBS t 2X403 HEM -FIR, FIR -LARCH, OR ' JAG D 1984 �"i` SO. PINE. �., J l� i RLPINE ENGINEERED PROOUCTStINC. P.O: BOX 2225 POMPRNO BERCH,FLORIDR 33081 305-781-3333 LOCATE TOP CHOIID OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. DESIGN CRITERIA UBC TC LIVE LOAD a 16.0 PSF DASHES SHOW TC DEAD LOAD - 7.0 PSF DIRECTION OF _ *+ BC DEAD LOAD a 5.0 PSF ELONGATED � TOTAL a 28.0 PSF HOLES IN DUR. FACTOR 1.25 PLATES ON TYPICAL CONTINUOUS J0I14TS SPACING 24.0" OC 5.00 4 EO. TC PANELS 3 EO. BC PANELS MEASURED FROM 2X6 36' 7- INSIDE SCARFS 2X5 35' 0" 2X4 28' 9" MIN BRG SPAN -3.50" 36"70 BUTTE COUNTY GILDING DEPARTM •+ BOTTOM CH -'CHECKED•FOR 19 PSF APP°ROV E F I R OVERALL SPANS LARCH 2X4 TC 2X4 BC 2400F-2.OE 36' 7- 36' 7" 225OP-1.9E 36' 7" 36' 7" M 212'OP-1.BE 36' 7" 36' 7" 1950P -1.7E 36' 7" 36' 7" S R 1800F -1.6E 36' 7" 36' 7" 165OF-1.5E 36' 7" 35' 2" 1450F -1.3E 36' 7" 32' 5 - SS 3 3 *1 i•:C-15 36' 7" 36' 7" V 4)1 36' 7- 36' 3- I Y2 MC -15 36' 7' 33' 11" S 02 1 36' 7" 32' 8" LORDING SPRCING 25.0/1.251 24.0.8 {s LIVE: LOAD:, • �J 2xq/2X4 PITCH PLATE .TYPE --ALPINE ` - ..-- . - � - w-ammumm GENERAL NOTES - ALPINE THESE CDt{NESPECIFICATIONS ORBFARE IC I FIDLLO�'.V'EDUIZER AND THE URRNIIVG CTIONSSES �Rh9REBRRC[NG. SEEME CARRE N 1 OUT -f L TS FI 5.0/12 TRUSSES BUILT IN CUNFORrINCE WITH 'OURLITT CONTROL RRNUAL- BY •TPI, tBDRCING WOOD TUSSES7 COMENTARY Na REC0IYENDATIOttS - ,-�^�-� THERE SHALL BE NO WARRANTIES OF THIS DESIGN, EXPRESS OR II:'LIED. •TPI). SEE THIS DESIGN FOR RODITIUML SPECIRL OR,,CINC /� "`w�• A� ALPIM CONVECTORS ME MANUFACTURED FROM 20 GflU`GE GFILVRNIIED STEEL REGUTAEYENTS. UNLESS OTHERWISE SHOWN, TOP CHORD Gii::L1 SPANS � _ O 3 O��Yi • � • , LCILESS OTHERWISE SHOWN, ►FETING REGUIREPENTS OF PSTN A446 GRADE A. DE LATERALLY BRACED WITH PROPERLY RITRCIIED PLYVDdD.) , S APPLY COMECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS Son. EHEATIR UG, ODTICH CHORD WITH RIGID CEILIF; OT ORrzlt'S. � �•� �; o BERRING WIDTHS ARE 4' 101INRL UNLESS OTHERWISE 61I011N. DESIGN AT rMillIM OF 10 FEET 0. C. 00 NOT ME 1III9 DCSIGN COPYRIGHT 1979 5009443 STAIJCIARD9 CONFORM WITH APPLICABLE PRO7ISIM S OF 009-77 MD *TPI -10 WITH FIRE REIRRORNT TREATED LUQER. .--TPI - TRUSS PLATE INSTITUTE, NOS - &IT1OSSAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION .`•_.. 3/20/79 DIiAPS4 A454 i 153 -' _ FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR* A -M6 -COM- 2Q/1.25-16+ 7+ 5- 24. , �Q. icrc ,ct.-..`i.: _; i ...: y __ _ .. .-.w •c :-, i. .aL ..y..Y.—^.+. �'— r-')-. w.... .rS wlaY.f•. a-�..%.C..-f4-..mss ..rr1V a.+.i'.rY ,-... ........ ..:;.i.:+r..:..._+.•.-l..s...�. ...+....,..�e�-.sem._...—.«•�w.r..• J,.,,...�^..4ua...r.-�.c. _......_..-.....-....__.��..-_. ..---.. _..._ . , .+Z-.Pl +IL ,.y� TOP-CHORD2X4' FIR -LARCH g2 - IT IS THE RESPONSIBILITY•OF-THE•BUILDING DESIGNER AND -TRUSS BOT.CHORD:.2X4 FIR -LARCH ;o-2 FABRICATOR•TO REVIEW THIS.DRAWING PRIOR TO CUTTING LUMBER TO WEBS' 2X4 FIR -LARCH STANDARD..r:>`;'.' VERIFY THAT ALL DATA, INCLUDING 'DIMENSIONS AND LOADS. CONFORM _ TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE.,:WITH TRUSS LAYOUT. REOVIREMENTS OF, I.C:B:O. RESEARCH",REPORT 02949.ri.- " E - •' >-TRUSS DESIGNED WITH EQUAL PANELS.'BETWE N. INSIDE ENDS=' ALL;PL'ATES ARE TO BE 'CENTERED' ON' -THE --JOINT. LEFT'TO `RIGHT'AND OF' SCARF CUTS UNLESS OTHERWISE.NOTED. TOP.--BOTTOM;'-`EXCEP,7.-WHEN LOCATED''BY-. CIRCLE• OR 'DIMENSION:-'- �. -• SEE";DRAWING. 130 FOR °PLATE .LOCATIONS .ON:TYPICAL• JOINTS:. ', :::.''F' BOTTOM CHORD. CHECKED FOR 10 PSF -LIVE LOAD. 71 7 BUTTECOUNTY '. 4x�+ 2.5x4 BUILDING DEPARTME�!`i:. -: 9 .. 4x8 1: 2.5x4. 12 •12 {�(�Dn�/ 5.00 C? 5 . DO R� Ir" ^ �/ ♦ E - D 2X4 _ 2X4 1X3 2 5.X45X6 .1X3 -722# Y- 3.50" 3X4' 3X6 no/spl t{ 2 R .: .. --il 2. -4- 1 `2' 1. - 26 -4 8 :... - -.-OVER 2 SUPPORTS'.; . _ : . '.:,, - . • - • • ::. • .. :' .. - .. ', ..,.:-, • PLRTE-TYPE REPINE SEON==888795 `' FURNISH R CDPY OF. THIS DESIGN TO •ERECTION CONTRACTOR Dom.; . aEv 11.D:3 SCALE = Ii.25no FiP[,1E ENGINEEF�D PRCf;UCIS,.INC, •TRUSSES REWIRE EXTREME' CARE - DESIGN CRIT � REF' -17 1 - r= C=3 ;[= j, �. aiiIMPORTRNT:i'•F' SHILL NOT,DE.RESPONSIBLE FOR ANY WARNING -iii .HRNDLING,:' ERECTION RNO Q%OFESSlp -. 'ClAS C� : C= DEVIRTION FROM THESE SPECIFICRTIDtS OR.RNY DEVIATION FROM BRRCING.SEE 'BUT -7G-, [BRACING,VDCO TRUSSES:�FTC. LL ; 16 . 0.PSF DATE '• 11 /27/8 �'CJ"C= —.. THIS DESIGN OR ANY FAILURE 70•BUILO THE.TRUSS IN CONFORMANCE CD61iENTRRY IIID RECC)VIENORTION".+-.TPD: "SEE �° t� ��' •^!p y _ O'. _: PITH TtE 'QURL(TT CCtlIRDL 11YdURL"DY TPI.' REPINE CONNECTORS THIS DESIGN FOR,^RODC(IDNRL SPECIFL PEFJSR- 3�•: t J� �TC:.pL::; ' 7 . 0 PSF DRUG 3 O1? '610-�p p' ARE MR:UFRCTLRED FROM 20 GRUCE GRLVRN(ZED STEEL UNLESS RENT BRACING REOUIRCt5ENT5: UNLESS OTHERUISE No. 13673 = OC OL -+ 5. 0 PSF CR -ENG' CWC>2•F OTILRVI7E'SHD1Tt, MEETING REWIREMENTS OF ASTM' B446- GRADE R. SHOVII, - TOP CHORD :HALL BE LRTERFLLY BRACEDOAPPLY 'COt1t2CTOR5 .TO DDTH FACES RT ERCII JOINT RtD.LOCRTE FS WITH PROPERLY RTTRCIIED PLYUDOD SHERTH]NG,�%l�� TOT.LD.•-• 26. 0 PSF 0/R LEN.='t'26� p SHaYN: DEITN= V10THS FTE V" NOMI!')'L UNLESS 07HERVISE St4VN. OOTTCM CHBRD V[TN • R1C1O CEILING OR OOiiCINGBESIGN' STFUL7iT30^+ CF1IFOi,M Y1IH, FPPL(CIiOLE .PRDYIS IDNs:-OF FS" SPEC1F1E0 ON •DESIGN.' -OU NDT USE IH15 l,V I V t r�P OUR. FA 1 , 2S PITCH--. 5 0/•12.FWD .TPI -7B CA PCT •LU: - - : - DESIGN YITtI FIRE RETFRDANT TREDTED LUMBER. !f'Of JQo,o o cau� SPICING 24.0' j ' TYPE•'_=' HIP 1 .•-1P1 TTtUSS PLRTE INSTITUTE,.. -••NDS WTIUNRL RFSIGN SPFCIFIOFT)ON FDR VfXID GON5I RUC,T7(W ' L t 111 . r•.r-.+-... _. ._.wr-.. .. •--...-.�... _. _. i .•. .. ...-... _. ... � .. -.gym . ..cca•ZX4 ' +I THE RESPONSIBILITY -OF. THE BUILDING DESIGNER AND TRUSS FIR-LARCHw.' - FABRICATOR'TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO T -�- CONNECTOR PLATES MUST BE>.LNSTALLEO iN'ACCOROANCE VERIFY THAT ALL DATA, TO THE-ARCHITECTURAL•PLANS/SPECIFICATIONSSANDOFABRDS, REQUIREMENTS -OF I,C:B.O.. RESEARCH'. a2949, WITHNCLUDING CONFOR! :. TRUSS LAYOUT-—- GATOR . S ALL PLATES ARE TO,BE CENTERED'ON THE JOINT, TOP TO -BOTTOM, -EXCEPT WHEN LOCATED BY CIRCLE OR^DIMENSION..:.;. TRUSS DESIGNED -WITH EQUAL PANELS BETWEEN INSIDE LEFT TO RIGHT AND "OF SCARF .CUTS UNLESS OTHERWISE NOTED. SEE DRAWING I30 FOR "PLATE LOCATIONS ON TYPICAL`.JOLhTS.° ENDS t y.BOTTOM CHORD CHECKED OR 10 P F'LIy E LOAD. ,. BUTTE COUNTY BUILDING DEPARTMEN) W gx4 12 '�.' � ., 5.00 /� APPROVED 12 PROVED - - R- 22 - 9 2 4 _ ... 924 ,. _ .. _... PLATE:_TYPE=-REPINE 1...:::,.:.. --------- -14 _. . SEON--8BB790 ._: 26 g - FURNISH R. COPY OF THIS DESIGN 0 ERECTION CONTRRCTOR' MR 1r . RFlNE ENGINEERED:: PRODU'CTS,,.TNC. . F p '•O •p., p. II IPORTRNT 3E SHALL RESPONSIBLE FOR••gNY WARNING •IRU HANDLING,' EXINIO CAREE REY 11:0.3 ' + p - p - p -_p- OEYIRiION FROM TIiESc SPECIFICRTID(S: OR ANY DEVIATION 'FROM ORrICING.SEE 'BYT-7G-,:(BRACING WOOD TRUSSES: �trIN Q y'•.q� •SCREE '0:250D p, m. THIS THE _;! OR TT FAILURE iD BUILD THE TRUSS IN CONFOnMNCE .COMMENTARY FND RECLYiMENDAI'[OfiG-�TPII, .SEE ` �PftOFES$/ y .. DES'IGN CRIT - REF p C� _ - p p LITH THE 'pOAllTt CONTROL �h�i -f1L/D T'1R191RL [iT• IPI.,:RLPINE CONUECTORS THIS DESIGN FOR. �^ TC LL j$: Q"pSF. I p. r d C1' "RE MNUFACTLREO. FROM -.20-CAUSE'IGRL`IRNIZED STEEL T9DITJDNIL SFECiAL PERMR- � :2�... <� O LPI« "L� 7TFL^Ril]SE SIQN, MEETTAT.•REGUIRENENTS OF.XTM•:Ay7 CESS NEN7 BRACING REDUIWMENTS.•UNLESS OTHERWISE y CCa . _ G' GRADE. _ ' p•, HAPLY CC:U;ECTC:S :D BOTH FACES RT EACH JOINT RhOlOCRTE-AS YI�iHN�Pf10OP CHORD ACLLp Y� LY ORACED 4673 � � �8 _ _ C..DL.�_ .:�.',-- 7.. Q PSF i LY o.. n No ' I . SHDYH: BEARING UIOTIS.F,RE R'.•NDry1NFL IJrRESS DTFIERYISE.SFOYO. $OTi[71 CHORD YITH:SRIGID CEILING OR'ORnC11 C DESIGN STP_IDW.DS 'CDNM.jA,,VIiH,.FPPLIC(1pLE�Pft[NISE.SHOW11. R07TOM CIORD VI I0 �• J' �j�� TOTDLD''• Y '� J—' Q PSF C7.: L7 •p-• p p ANDS -02 AND �TPi-7B DR'-PCi-BD - - _l `31'01 • _ N: DESIGN. .-00 kUT USE THIS . , �,+jf. ( V 1 �' ��P' 2 1 . Q PSF 0!R LEN. - Tau •-TPI - iS PLRiE I:J-TITUIE DESIrN PITH FIRE RETARORNT TREAT1. I sER. ffiT[ONRL DFSIFN SA�CIF(%ATID OFC1Li4G`�` •,•-.••,;-' DJt�;FFlC,' •. N FOR YIX)0 �ON'TRi1CiiIN -- i .. 1 2 F - SPFICING 0a .. 24. _ - ,T � -, -t' � ,' �<' F?xYf� i ?p +i � s ����s�k�. i a ?"� '.'° .y j., .r. ....._.�"Brer+•�+'�'''°+C.� .�-�-y ,;� _ i W19i1m] LARCH STANDARD CONNECTOR PLATES MUST BE-INSTALLED--IN-ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ;2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE -OR -DIMENSION. SEE•DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL•JOINTS." rtrLOF THE BUILDING G ORTOECUTTING SIGNER ALUMBER ND STO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. • BUTTE COUNTY BUILDING DEPARTMEW 1X3 4Xe APPROVED 12 5.00 2X4 1X3 3X6 5X4 R-722# Y- 3.50 5X6 w/spl lX3.no/spi: R-722# Y- 3.50' 7-2-4 12-0-0 7-2-4 -4-8 PLATE:TYPE--ALPINE 5EON--8B87B6 FURNISH R COPY OF THIS DESISUPPORTS' N TO ERECTION CONTRACTOR DIR A�E REY II.D.3 SCRLE - 0.2500 •� pIMPORTRNTx$ PINE,[NC..'TRUSSES REQUIRE EXTREME CRRE_q qION SHALL NOT AE RESPONSI�E.FOR N1T WARNING 3N• HANDLING; 'ERECTION R,9OEBIGN CRIT 1 DWP REF563 -=o'.. oTHISRDESIGN OR ANFROM YSFAILLUREITD BUUIL0..THERTRUSSANY DINICONFORMUCE CORIEIITRAYATION FftnEINDYRECUIrEUDRTI0 SYa1�P1)�US�GEE - `Q���'J U.S-,ol41 ,�TC LL - 1G O PSF DATE27/85 L7` !YITH THE-OUFlLITT CDNTRDt-MANUAL- BY TPI.: RLP114E CONNECTORS TH15 DESIGN FGR • F[IDIT]OIAL SPECIAL PL"RI1R- `'���i'q_;qFaRE !u?.Uff1CT1.ZEO FROM 4'0 GAUGE GALVANIZED STEEL UNLESS DENT QRRC]Nr REOUIRF.rF.NTS. UNLESS OTI:ERL'ISE W n TC DL7. O PSF DRUG 3,012, 608 � p OTHERWISE ..:,;.:.4, MEETING REGUI�REFL'NTS OF -FSTr R445 CRRDE R. SHDYN, TDP CHORD SHILL BE LATERALLY GRACED No ]3673 � BC OL��-+ 5. O PSF CR -ENG. CWCCG '._p RPPLT COLYCTGRS 'TO BOTH FACES RT EACH JOINT AID LOCATE &33 YITH PROPERLT'RTTICHED PLYL'D00 SF AIHING, � SHDYN. BEfiR)NG WIDTHS RRE 4- NOMINRL UNLESS OTHERWISE S)pYN. BOTTOM CHORD•YITH "RIGID CEILING UR BRACING TOT. LD:. 2B. O PSF 0/R LEN. 26 -1}-B� : q DESIGN STS^,;,Cp?DS:.LOP6CRh WITH .fi'PL1CHBti PROVISIONli%0F AS - DPECIFIED ON OESIGN. 00 NOT USE THIS V �% 'S"S•6?- AND .T{'1 -7R pi PCT -80. DESIGN WITH FIRE RLifiRDONT TREATED LUIICLR. 9r(' Np��+�p OUR FAC 1.25- PITCH 5.0/12-, -TP1 iRU3i PLHT[ IN;T)PITE, NGS - N7rIpNq) N 1C;J SPECIFIi:RT)DN FOR YFUD CON... CTIU_) Of .,i1U• -- - SP3CiT1�: 2(fII 0. C. TYPE HIP • -- (,'. <, r' - •'e -- a's • ->.-.:-fir i.Y�•.'.!'_w• r' i. - - r f��j��' :� .: �:,r-'�r�'-T: t �A-z'� �: , - •t1"t - ^-r c�::•':";.4 �.c ^%r _ t• . _ .z`''� _ __._.. � ..' _ _ _ �*^ � � :r.•r a ^'',il -�.;-.L�.E�`F..v'[.3.:J-r+.w...ru.---.nw.7•u-..+..wW..N+.�1._+.. f.WeX:. ryo.,Yr.+nii.�v ...'.1.'.-.1�.... _...�u.�.s 'rt anrn.r-wri-Y•.'.wC.�.+..r...._.r_. ..u'. �......+i•... ". ..... _•... a: -. . _..w. ^. .-..,.� ._. "�a:.s'".:..`1.. �x1..Y. ��Y..s �i _.�r.'u^ti.:.} • •�.t�T.=d�:r'.Ir..i'".. tsuf CHORD 2X4 FIR -LARCH #r2 ' WEBS 2X4 FIR -LARCH STANDARD 1C0'NNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE'WITH REGUIREMENTS-OF I.C.B.O. RESEARCH REPORT 312949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR -DIMENSION. SEE DRAWING -13Z FOR "PLATE LOCATIONS ON TYPICAL JOINTS.. :Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons ..erecting trusses are cautioned to' -seek advice by -local _professional engineer regarding conventional framing. R -1g20# 11- 3.50` 2}:4 4X5 /S!8 -3X9 FABRICATOR TO REVIEW THIS DRAWING PRIOR TO�CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. '2s1 HIP DESIGNED TO SUPPORT 5-1-4 JACKS WITH NO WEBS. • BUTTE COUNTY BUILDING DEPARTMENT 1X3 4x8 APPROVED. 12 Q 5.00 3X6 7X8 2X4 3X10 no/spl R-1579# V- 3.50" -2-4: 5 _ .. 26-4=B OVER 2 -SUPPORTS '. f PLATE TYPE= -:ALPINE---`. SEAN -=888782 FURNISFt R'CDPY OF'.THIS DESIGN TO ERECTION. CONTRACTOR' D14P REV I1.D.3 ' SCALE - 0.2500 FLPIHE ENGINEERED PRCUUCTS, INC. TRUSSES REUUIRE EJ TUX.WE CARE _.._ � DESIGN CRIT r 1.1 REF 5632-- g I�1PORTRNTO* ALZ NDT BE RESPONSIBLE FOR RNY WARNING IH HRNDLINc, ERECTION FUJD DEVIATION FROM THESE* SPECIFICRT]O7F OR FfJY DEVIATION FROM ORRC]NG.SEE •DIIT-?B' U3RACING WOOD TRUSSES: �Q��fESS;,�,3,4� c '_ C= C� THIS DESIGN OR F�KY FAILURE TO BUILD THE TRUSS IN COJU-ORtr"iNCE COMMEIJTW7T 1iIY0 RECOMMENORIIOHS-•TPII. SEE �`��SS� A. u�q(.o �y - TC LL 18 , O.P�F DATE j 1/27/85 'JIM TIE -CURL ITT. CONTRDL jll.fIUAL• BY TPI. ALPINE CONNECTORS THIS DESIGN FOR 11001 T1GNTIL' SPEC IHL PEW- � 3��'_• � - �1 TC DL 7, OPSF ORVG 3, 012 607 =F C_I - [= F,RE f'XUFFiCTL:IED -FRIiM 2D CAUSE COLYANIZED STEEL L'tLESS RENT CRRCING REQUIREMENTS. -UNLESS OTHERWISE a iPIft o OTHERWISE GILD-;; MEETING REGEIIRENENTS OF RSTM R44S GRATE R. SHOWN, TOP CHORD SHALL BE LOTERALLY SF,TI:EU PJo) `3573 9 8C DL' S. PSF CR -ENG CWC (?.FS p C= fiPPLT LO:aJECTCR4 TO BOTH FACES AT EACH JOINT RW LOCATE AS WITH PROPERLY RTTRCI;EO PLYWDUD SIf<R1H11JG, A j TOT. LD. p ! C= C� CIM0. BEFOINIG W107HS TIRE 4- NCMINFL UNLESS OTHE161SE SIQWN. BOTTOM CHDRO WITH RIGID CEILING OR ORRCIM' �~ - 28.0 PSF 0/R LEN. 26 -4 -8':. [� TRUSS DESIGN GTRI:D PODS COXORM WITH FPPLICR3LE PROVISIONS DF RS SPECIFIED ON DESTGJJ. ' 00 NOT USE 11115 `Play OF �% 7��;? DL'R.FRC. I , 25' PITCH 5.0/12 - 7 ' - �t:DS-07. FilJa •TPI -7U CTl FCT•EtO. DESIGN WTTH FIRE-RETR�tORNT-TRCATED IUtlC�"fJ. 0 0 0 0"1 "oGALS •--TPI TRUSS PLHIE 7NS71fUTE, NOS - NUIGN,1I. CESICN SPECIFICATION FOR UOUD DO =710N SetbaCl:, 5��^-4 TYPE HIP 1, nT .-.i.'�.. - - �•:f 9.t ,!-.►T �YJ..-wi••fw - •_ -'^-}. - Y; .. ..+ew-.s•�-.-.-+. �.-Y..,.-p.-+..� _� �. /`fit y, y ter.-.�., T. .r.•..r..•v�ti�. -:r �•'a--•ve � "-`• o-- sa.xs.•ycv:... - --• - w.._. ,.is .�c /�_•t?�i ice..' .. '1�: ;}. �''IE-_... �' T _, .� .i+ _ _..._ .. .t. �r v .-. C .-. .. .s..+_ .c.,,,�„; ._.. _...r; _ ` ••—••v7 �..>-..-e�.....,..a.,-•......•�.......-...•__._-. o...._„ r._...�__t-.-�..,-.a....r....c..w...,:.mac .. ...v,..... ..._....,,-,_..._...-..r........-...,�._....-_..�..-_-__J..... ....�...... ,.�.�._.._ _......_._.., -_., .___�. .... _._.. ... .._._._._ .. �...n:R�-.+v_••czit�.aai0ii.:�'f ''�"+eid+A►�►"v�iRrl.�i'a':as.r;�°:at'��di{'9t�f.:flSJ�„�r`=5��''�C4'-, .. _ ,.•;:*",o•'�'�`- F36-76-21 3255-90B G SON, Alma 25 Melrose Ave,�Oroville Contr: Don George (reroof/sf) ----------- } • t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLIOATI lJ ,AND PERMIT ASSESSOR PAR EL NUMB R 7�'G �`j '► BUILDING PERMIT OWNER ALMA MASON TELEPHONE SO. FT. OCC. BUILDING VALUATION C_64 26 1560.00 OWNER'S MAILING ADDRESS 125 MELROSE AVE. OROVILLE coNDON C . S GEORGE INC. 3 CONPR . ILADDRESS CA. Fireplace CONSTRU-:TION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10_00 LENDER'S MAILING ADDRESS Permit Fee $ 26.50 ARCHITE_T OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ AR CHITE_T OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 12°• MELROSE AVE. Permit fee $ 36.50 PLUMBING PERMIT' Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [i Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW I 1 110-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Descrioe work: _ RE—ROOF WITH MOMPOSITION SHINGLES Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): C I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 452266 C-39 License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ . I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) 7 ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.(DWELLING oCCUP.& OR ADONS. ACC. BLDGS. 2h¢sgft NEW CONSTR.MULTI-OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR, Ex, Occup( OR FIXTURES 20@300 eAL@90 Ex. Occup. OUTLETS FIXED P(RES ID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring. 15.00 k ' °t Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) -or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California.- Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and'state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 a so agree to save, i nrrriRy nd keep harmless the County of Butte against all liabilities, judgme ts, costs, apd expenses which may in any way accrue against said Cot?nty c©nseuencelof the granting of this permit. 9/12/90 X/'. Date Signature of Applicant — Owner Contractor EJAgent® An OSHA permit is required for excavations over 5'0" deep and demolition or construct ion of structuressover 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 36.50 HAZ CLIA PARK scHL FLD PAR PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work i LI;iated above for which fees DIRECTO LAIOF PURL G�WORKS / B PERMITV EXPIRES Date the applicable provi- resolutions to do have been paid. Date Receipt No. !- ? Wf ITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPAR7 "'ENT OF PUBLIC WORKS PERMIT NO. y 7 County Center Drive - Oroville, Cali' 895965 - Telephone: 916/538-7541 / APPLICATIOR ,'PERMIT �2 ASSES PAREL NUMB _ ZONING BUILDING PERMIT OWNER ALMA MASON TELEPHONE _ 7204 SO. FT. OCC. BUILDING VALUATION 26 comp 560.00 OWNER'S MAILING ADDRESS 125 MELROSE AVE. OROVILLE CONTRACTOR'S NAME DONC . GEORGE INC. ry�I �LP boS3 CONTRACTOR'S MAILING ADDRESS P.O. BOX 729 OROVILLE, CA. Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 26.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 125 MELROSE AVE. Permit fee $ 36.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home IS I G W 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Otherg] Describe work: _ RE—ROOF WITH COMPOSITION SHINGLES Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions Of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. 452266 Classification C-39 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oR ADDNST DWELLIN GOCCUP.&) S. 2+/22sgft NEW CONSTR.MULTI-OUTLET NO N•R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup OFIXED UTLETS OR FIXTURES\\ 20@500 9AL@30 APLNS. Ex. Occup. OUTLETS PIRESIO.IREA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, e i and keep harmless the County of Butte against all liabilities, judgmts, costs, nd expenses which may in any way accrue against said nt a uence of the granting of this permit. 9/12/90 X Date Signature of Applicant — Owner Contractor 1:1 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. 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