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HomeMy WebLinkAbout043-690-002'- it .• .. - - - ....+ r � 043-690-002 PERMIT#96-1653 BRANSTATT, Gerald 26 Rose Ave., Chic,// Cont: Mark 0. Maybe Demo/SF �I 043-690-002 PERMIT# 6-1694, 1 BRANSTATT, Gerald 11 26 Rose Ave., Ch>co 5 Cont: Mark 0. Maybee New Single Family r `t .., ..� �... �, � ,•.� ..--.r �Z iii s; �'�, ,�'.,• L „ - -� `�.'K .. ri�'s+d �w �~'`'�' f � � . «tee a""'.r...near �:wr �4*•"- � i•.,� .;�A•ai..-..yr• w -.r.« ��y '7fi;ji`�!i^+►'•7-•n::�"'+xiY t�1 ;i`.l.a .. _-.-, ..�. , r.: t'f•1 _n -'x r�1•�,.j'.F. �: r_,ir" � r-ef.•, ... . 043-690-002 PERMIT06-1653 BRANSTATT,.Gerald 26-�.R��se Ave. , Chico Cont:' Mark 0. Maybee " Demo/SF f z tilt" !-�•, �� IN�ry V EUI COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive-,TOrovi e, California 95965 - Telephone (916) 538-7541 PERMIT No. APPLICATION AND PERMIT QA- &nom ASSESSOR PARCEL NUMBERzoNING 043-690-002 J - ° LDING PERMIT OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS T 500 CONTRACTOR'S NAME MARK 0. MAYBEE TELEPHONE 34.5-1544 CONTRACTORS MAILING ADDRESS 470 + Fireplace CONSTRUCTION UNDER UNKNOWN Total Valuation $ LENDER'S MAIUNG ADDRESS Filing Fee $ 20.00 Permit Fee $ 15 ARCHITECT OR ENGINEER LICENSE NO. Plan'Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ZS ROSE AVE CAICO PERMITFEE $ PLUMBINGPERMIT Filing Fee 61 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF 1% Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEA40 — Mobile Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service a OV OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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. p License Class Lic. No. Z. I / I 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.SOBLDS. OR ACDNS. ( 8 ACC. ) 3.5Q Fr. UTLE NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) b SINGLE OUTLET CIA. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person, in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with domply with those provisions. Y �) �'`f X . . / , '` Date � Signature of Applicant. Owner X, Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have r Yom, _-- By l . PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date ,r 7 J ` (Date) Receipt No. 7,01 -,t Lb WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Oroville, California 45965 = Telephone (916) 538-7 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING WLDINGPERMIT OWNER GERALD 'RRANSTATT TELEPHONE 343-0331 SO. FT. OCC. BUILDING VALUATION 500 OWNERS MAILING ADDRESS 1949 IJFRR AVE-CHIC0 95998 CONTRACTOR'S NAME MARY 0- MAYBEE TELEPHONE 345-1544 CONTRACTOR'S MAILING ADDRESS 470 SVnTT()VAP, CHICO 95926 Fireplace CONSTRUCTION NDER UNKNOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 15.0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 26 ROSE AVE CHICO PERMITFEE $ PLUMBING PERMIT Filing Fee b Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF 11 Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEi10 Mobile Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 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. q License Class Lic. No. 2I / I I OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR S OR ( a ACC. ) 3.52 FT. NEW CO. TLE CONSNST. LTI.OTLET U NON-RESID. ( BRMUANCH CIRCUITS ) @7.50 POWER APPARATUS ( a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) a4L Q L.500 0 Ex. Occu FIXED APPLNS. OR p (OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall I with om ly with thos rovisions. -- / X Date 2� �lp Signature of Applicant Owner X Contractor ❑ Agent An OSHA permit is req W for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee is OCC CONST. TYPE I TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE 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. Byc7/bate PERMITEXPIRESON LZ I (Date) ^ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT g- j�-'�3 � • ` I elDENTIAL " 043-690-002 _ PERMIT#96-1654 ' BRANSTATT, Gerald 26 Rose Ave., Chico Cont: Mark 0. Maybee ' New Single Family OFFICE COPY Address .� GAS Meter By ELECTRIC ' Date F Meter By Dat i L__ - - ----- ---- - -- OFFICE COPY Address GAS Meter By Date ELECTRIC - • 4t' • 1 Meter By — I Date — J ,B FINALED (Date — Signature r - V=OK. O = Not OK Not • = Not Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / t'L'ft. / /Nat. or/ / L"ft./ /LPG 7. Well Clearance & Disconnect i 8. Utility Clearance Date Cana B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date . MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged Y 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 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-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j i • . MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable = Not Ready r RESIDENTIAL (S Date U ERFLOOR (Plans) OK except tt's a. ng -Setbacks -Easements -Flood -Slope 'Ft ., Main;'Soils-Elec. Grnd.-/ /" Ftg. Depth . tg. Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth � 4. g'. Porches & Decks; Soils -Steel-/ /Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; St Wrapped &A -Fireplace Ftg.-Steel 9. D.W.Fall-Fitting-Test-2 Way C/O -Sewer Test 1 as Pipe; Size -Anchors - yard gas piping: size -test Vlo'Water Pipe; Test -Anchor -Regulator -Service Test Q. Electric: Underaround Pie ms & Ducts; Clearance -Material -Support -Ins. irde'rs-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation Card B-1 Date Card B-1 Date Card B-1' Date Card B-1 Date PLUMBING (Permit),OK except a's + 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------------------------SSSS-- ----------------------------- 17. Water Pipe: Test & Anchor -Nail Protection --- ------SSSS-- ------------------------------------- , 18.D. Test -Fittings_& Anchor -Nail Protection Shower Pan. Test. First Floor_Tub -Access ----SSSS-- - t Test &Shower. Second Floor -Tub Access 20 -----Te--Tub SSSS -Show--SSSS------------------------------------- t 21. Gas Pipe: Size & Anchors --------------------=SSSS-- ------------------------------------------------------------------------------- Date - - Card B:1 _ -- Date Card B-1 - ----------------------SSSSSSSS-- - Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except tr's &Transformer Clearance ins. Protection > -- -------------------------------------------- -- SSSS-- lec. Receptacles Spacing Lights & Switches at Doors ----SSSS-- ----------------------- -SSSS-- -- -- --- - - - 1 Size' Boxes & No. of Conductors-Sta pled `--------------------------------------------------..._..----- 25''R_omex Installed Close to Edge of Studs & C.J. �6. uip Ground made up wrMech. Fasiner..Bond Gas.. -W- ater .... -- ----------...._... ................... - --- SSSS -SSSS-- ------SSSS-- . 2 Appliance Circuts in Kitchen & Conductor Size GFI --- - - - -- --- - -SSSS - - -------------- ---- -- Q� �bfeed Wire Size r e!+ ga. Cu or AA A.C. Wire Size ga. /-u or Al - -- ---SSSS -- -- -- -- - 29. Range Circ ga. Cu o A en Circ. r r ga. Cu or Al. I a[ated Neral Yes ❑ No - -- - - - - --------------------------------------------- ....... .. 3 . ---- ---------SSSS-- Ser ' e -Riser Conductors & Ground -Main Disconnect --- --------------SSSS---.....----......._..... q Clearances Panels-Motors-Mech. Equip. --------------- I Ff%s Closet Light -Shower Light -Spa Light --- -- -- ------SSSS-- __....... ........ ... ... .. Smoke Detector ................................ ...... -.... -----_................................ .. Date Card B-1 Date Card B-1 - ----------.......-_..._..................-......-----..... ... ....... ... ... .. Da^.e Card B-1 Date Card B-1 Date MEC ANICAL.(Permit) OK except a's A. . Ducts Insulation & Support ............... SSSS -- -- - ........... ..._... ......-SSSS SSSS-- --......SSSS .. 35e<ent Fan: Exhaust above insulation ... . ....... ... ... .. - Condensate Drain& Overflow Size .&. Grade ---... a7 Fu ance-Vent: Access -Comb. Air -Return Air Vent -115 o++tlel Attic Access & Platform if Furnance in Attic SSSS--.---- --- --_ ... ... ... .. .. .... .. Date ��96 Card B_1 . Date. Card B-.1 .. ........... ......... ... .. Date kard B-1 Date Card B-1 Date FBANING (Plans) OK except ti's 9 ls.*Proper Material & Anchors ... ....... 0. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------ ----- 1. Baring Walls over Girders & Floor Nailing __...... Draa Stop in Walls Irat proof) 4 F' e Stops: Furred Ceilings -Stairs -Chases -Tub .......... .. ........ .. 44"Headers & Beam -Size & Bearing ingle & Duplex)'-:� Date /fRAMING (Continued),. , j IV,Kangers-Post Caps -Anchors -Connectors .4V. C '..Joist-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Ring.ir - -lace Ties or Type A Flue -Fireplace Throat clearance ----- 'c Access; Size & Romex Protection -Draft Stoo-Ins. Baffles Windows or Exiting' Doors -Sill Hgt. & Dimensions a Fire Protection Framing ty Line Firewall & Openings 92! x4: Doors -One T -Check Garage -3rd Story, -2 -Exits S- rs: Width -Headroom -Rise-Run-Landing-Fire Protection -----SSSS-- $4! wcod on Roof Overhang -Attic Vents -Rafter Outriggers ------------SSSS - -- -SSSS-- U. ind-Nailino Veneer 38/51u o Mesh --Drip Screed -Fd. Vents_Underflr. Access 9It azing Area -Glass Protection -Skylights -Plastic _---------/SFjear Walls: Nailing -Bolts — 9 insulation_Walls-Ceilings 60. Infiltration- Walls -Windows - -- - SSSS- --SSSS-- SSSS -SSSS --SSSS-- -- Date Card B-1 Date Card B -1 -------------------------=--------SSSS-- Date Card B-1 Date �Card•B=1_ ' Date FINAL (PjaPSj0Kec6pt O's xeps-Door & Sidelight Protection -Landings -----------SSSS- - S SSSS D_etect'or-SSSS-- - -- Furnace: Vents -Clearance -Comb. Air -Connector- In Gar Above Floor-Ducts-Mech. Protection j 6&.81dro Exiting ath Fixtures & Tub Access -Spa -- -- - -SSSS-- lec_ Trim-& Su--bpanel Breaker Sizes & La --6�. Stairs & Rails -- .------------ ----------------SSSS- " Fireplace or Stove: Clearances -Hearth Elec_ Outlets at- Wood -Panel: Int_ & Ext. -- 70. Kit F+ Appliance Grnd -Air Gap Cooking, Clearance_ lec. Outlets & Receptacles at Kit. Counter S ra Fire Door: Swing -Land+ng-Closer ... .. ..SSSSSSS-- -- - �B!1CC. Duct in Garage -Damper ----------------- --- -- 1 r. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. SSS-- In Garage: Above Floor-Mech. Protection ------ NfPlb.. Elec. & Mech. Equip. Listed for Location _- - .ptacles In Garage (GFI)-Romex Protection nsulation Foam Looked in Attic ❑ Yes_ Gua ails &Deck Construction -Post Caps ...... .... --SSSS----SSSS--------SSSS-- -- -- dn.. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes -----------SSSS--SSSS- --8e-rZ5Tlowing instid1.t, Drive ❑ Yes p No: Walks ❑ Yes ❑ No: Pla ers ❑ Y ❑ No !.-------------------- -----------------= uCco: Br ninish -F ................ .._...------------------ ---- -------- d2. C. Unit: Disconnect. Electrical, Plumbing .. . .. ... ....---- ---------------------------SSSS-- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings .d4--ANater Well: Disconnect. Electrical. Plumbing -- — - . ...--------------------- -- -- xterior Elec. Trim: G.F.I.Receptacle-Underground — - 6 nutation Throughout. House — ... ./�s_sPr ection Le coons trom Previous Inspections �e Meters Tagged: Ga ---- 1 - 7 ---1 - - =---- ate' &-Sewer Connected-Cr0 to Grade -HD Approval . /.. .... 'n' .---.. _..te----e---SSSS-SSSS---- nergy Compliance Cerbficate-Other Certificates .. ... ....... ........-- ----------------------------SSSS-----'l.� . ... .. .... ..... . . ..... ...... -- --'- ----------------------- Date Card B-1 Date Card B-1 .. ... . .... .. .... ....... SSSS- -SSSS ------------- Date.. Cd .B ....... -1 . \` Date - Card B-1 . ... ar.. --SSSS-----SSSS-- ------ Date Card B-1 Date Card B-1 Comments. at Final :. CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT N tp-O. MARK MAYBEE BOX 4146, STOCKTON; CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ P.O. BOX 9651, FRESNO, CA.93793-9651 LIC. #202026 26 ROSE AVE ElCHICO 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC. #10675. COMP•O•SQUARE 4DATEATION FEET) ( E FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL i FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS` MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. CTR CTR CTR MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS BATT 121/2 R-19 61/411 R-38 R-19 6 1/4" BLOW 151/4 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INS TION CONTRAC69 TITLE DATE MANAGER,_I/ SIGNATUR -r-EN C AC R TITLE DATE ewN&c- 1— l_7- 7 REMARKS: SIC -303 �� BUILDER COPY COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 .7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work,.." is complete . you have any questions pertaining to this matter, or need additional explanation If please c to this office immediately. /fin -- Date 96 Inspector REV 10/92 t Date 96 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ' the above address and should be corrected. Please notify 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. C6 14 ti. s= - vy L. Date 10-0—Ci (p Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 9&-16s OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. ALoc NoT 4,4-,'ow/�v 01d1ly - IQ! Gy�LLLam/ is'i12/e��S ✓ W 1 Date r) Inspector --�� REV 10/92 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. / Owner Location Plan Approved for: Sewage Disposal Water Supply: Public _ Clearance for bedroom mobile home. Other Hold final for: U Lka[� Final clearanceO.K. for: � .T NOTE: Environmental f:10a Specialist �-S-(og --om AP# Private Well �--) —l�r�� Date JW- Ju� K� ig COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 ; 7 County Center Drive, Croville, CA = (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 -w' CORRECTION NOTICE OWNER PERMIT NO. 'A routine inspection indicates that the following violations of Butte County Ordinances exist at `fie above address and should be corrected. Please notify 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. oz"Ouf�iello E0 6( " V (fi .ji L 4^w: t µR .a` Date '' V' ` Inspector r REV 10192 COUNTY OF EUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 4f- -:1 A/ 9,�-16 Y OWNER y� PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. 1264 - Date ��] Inspector REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION / 7 Cciunty Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMd No. APPLICATION AND PERMIT (p Ass�P+RPI�-NJ1,!'602 �J �J ZONING SR-1 BUILDING PERMIT IV OWNER HONE 343-0331 SQ. FT. OCC. BUILDING VALUATION 3033 R 163782 OWN � +�LI"�`,�SSA•VENUE, CHICO 95928 ' CO "1 S W MAYBEE TELEPHONE 345-1544 OV 4 340 OPEI 1 2,380 col' / V Rt MMY 1; CHICO 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 178,644 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. 06 Plan Checking Fee $ ' 40 Energy Plan Checking Fee $ ' 93 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ ' BUILDING ADDRESS 26 ROSE AVENUE, GHIGO PERMITFEE $ 1 554.40 PLUMBING PERMIT Fling Fee 20.00 Each Trap 171 7.00 119.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF ffX&plex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 500 Building sewer 15.00 ' TYPE OF WORK New ISXXdd•Rion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Words: BEDROOM Mobile Home I S I G1 W 1 @20.00 99.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20:00 a V OR LESS Main Service ( 2ooA OR LESS 23.00 23.00 Main Service ( 200A TO I000A ) 46.00 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 Lic. No. 7 Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR S OR ADDNS. ( 8 ACC. BLDS. ) 3.5¢ FT. 29.71 NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FUCTURES) BAL @':50 Ex. Occup. ( OFIXED UTLETS(RES D.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation 450 2-2-11 PERMITFEE $ 78-50 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation ��,/ of one hundred dollars ($100) or less.) PV I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with corn y with Pye prov' ions. / X Date=2_2=�(O _ Signature of Applicant - ❑ ner Contractor ❑ Agent An OSHA permit is required r excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee is 166 nc) Occ CONST. TYPE TOTAL FEE $ 2 , 050.61 HA2. D. FEES I Fr D CDF PAR L N rt/ ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for hich fees have been paid. BDat �(� "0� y PERMITEXPIRESON (Date) Receipt Felpo. ZaL1i'Y3 6%B 1 Q <S WHITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECT R GOLDEN R D -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI ION 7 Cc3unty Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER L13 s 670-0f ,^ ZONING BUILDING PERMIT OWNER �+ ��f����,` �(.4 6//l�q/ jgr, filr T°�"oNE 3 - o 333 1 SO. FT. OCC. BUILDING VALUATION 303-3 F OWNEi15�1A1! rADDR �#f,�� / Y ,14 V 0 c V 15- 1 2 V 1 mow} J � .G V ^� r8 {. 1 CONTRACTOR'S NAMETELEPHONE n © r,�y I�'F ��1 3Y5 - /5 -LJ -p ` ,�+ C -0.3 1Do J IJ boa-) 3i y3 D CONTRAC 01-S .NG DRE "I),h w C/ f J Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ t�• Fling Fee $ 20.00 LENDER'S MAKUNG ADDRESS Permit Fee $ 71,6 , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ S Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS e) 6 /� :Y IY os y ^f G.. PERMITFEE $ y�✓" PLUMBING PERMIT Fling Fee 20.00 �I/co Each Trap j 7.00 LOT NO. SUBDNISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 jf S USEOFSTRUCTURE SF,@7 Duplex O Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 J57 TYPE OF WORK New/ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe -Work: /�� Mobile Home IS I GI W1 @20.00 PERMITFEE S - Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service ( 000V OR LESS 200A OR LESS ) .1 23.00 L• Main Service,( 200A TO 1000A ) 46.00 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 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ 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 NEW CONST. n DWELLING OCCUR a. OR / 8 ACC. ) so- 3.5¢ FT. L CNS. UI TLE NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (d SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 eAl .50 FIXED APPLNS. EX. Occup. ( OUTLETS A D.OEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ U2-7 Contractor MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling 25' Hood 6.50 6,r6 Ventilation Iv, PERMITFEE $ 4T� Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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 forthwith comply with those provisions. X __ Date Signature of Applicant - ❑Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCCcoNsr. TYPE TOT L FEE $ 21✓ , H.n D. FEES IMP FLO D CDF PARC PD H �. ISSUE This permit is issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. (� V -?'r% WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT 19' Sct ���� ,�/ �,��v� 12.' ZS � COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLI APPLICATION ON DATASHEET OWNER & ,O -Ml 4 AA R d' BA10AS rArr A. P. No. 7 3 - 6 Proposed Building Use IV ti S Building Inspector C- Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. ...........� ......... 4. Engineered plans and calcs, 3/4 sets, with wet signature/on plans. ... 1......... . 5. Hazardous Material Form . .............. ................ . 6. • Energy Design Compliance and supporting documentation. r Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... �9. Mobilehome Td -T nufacturer's installation instructions, 2 s s. .......... . 10. Fees of $ ��� C - � ..................... fi, ............. . 11. Impact fees as shown on attached schedule. ....... (Fl 12. California Department of Forestry plan approval/fees.. ................... 13. Flood elevation letter (100 year flood by California Engineer.. . 14. jSanitation and plot.plan approval c�1 Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for P`�'"��O" °�°� required. .. to Bu;;d;n9;ns�ector (Date) 21. Contractor's license information. (No., Name Style, Classification) .............. . 22. Certificate of Woikmans Compensation Insurance. ....................... 23. Owner -Builder Verification (Given to owner ,Mail to�owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ...................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use ............ ............................. 28. Mobilehome utility clearance. ....... . 29. Documentation of legal access . .......... ............ :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. W en 6u issue the emit, process as follows: Mail to ow9n.er. Mail to contractor. Telephone P3 - .33 and hold for pickup at (�/ v office. Deliver with inspector. Other Parcel Creation v� y Acreage Applicant f Date Copy of Haz-Mat form sent Health Dept. Fire Dept. . Copy of plans sent Health Dept. Fire Dept. Other Air Pollution Date Date The following data must be submitted prior to ermit issuance: (Circle new item not checked above). 1. Index permit for above items No. II 1 2. AAlditional items required: M Contractor, designer, owner, was advised of above required data by �pphone _ mail Counter by_ Date Contractor, designer, owner w advised of above required data by %,-phone _ ail C me by _Date Plans checked by Date Plans approved by Date - Sets of plans on hol in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health" SUBJECT: Sanitation Clearance Owner Location 2—E.H. d7SE ONLY Plot Pha Attached �— Fl. Plea AM.W Seat to B.D. q:�;- 69 AP1,t Plan Approved for: Sewage Disposal _� Water Supply: Public Private Well I --- Clearance for �bedroom inebite home. Other Hold final for: Final clearance O.K. for: NOTE: 9-9`(0 Envoonmental Health Specialist Date 8/92 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER &r-R,4Lo &.4ND5rh-z7 A.P. # �3- 690 -ooh PROPOSED BUILDING USE FFQ.mli-y s , DATE 22.7& &-y V REC. # DATE REC 1. SCHOOL DISTRICT{ FEES :cwtC (paid at District Office) 2. SHERIFF FEES (paid at Building Division) , Residential..` :' x =$ !SG'' .:' unit amt. Commercial (sq.ft.). x _$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ X�s0'�.s UA; 7- e � #units amt. �-- Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE r 4 Ar BUTTS COUNTY PARRS DEVZWPNMff FSS CBRTIMATION FORM .CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s)3 ~' C7- 0 O Z Property Owner �C�q-�� ���@•JS%8� v i Project Location/Address 1/4 Rers4c Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units ®r4c .Comment: 1. BLailding Department Representative Date Chico Area�//") Recreation and Park District(CARD) certifies that y 4 (Applicant Name) (Phone Number) �G LI (!�- to ('Street Address ) ` 0- c' b -- (City (State) (Zip Code)• has complied with the requirements of Butte Co. Resolution No. 90-14.0 by fof`=;P- dwelling @ $1,189 for total $ payment units payment of CARD Represent ive Date PAID BY CHECK NO. REMARKS: j(f�. �- S 'De L 6 rimn, 110- G e 4/14 7 a BANK NO.- PAID,BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. -Building Dept. Goldenrod --City of Chico Building Dept. UTTE COUNTY SCHOOLS IMPACT FEE'CERTIIrICATION FORM (One Form Per Building) N. �1' School District f"J` I 4f Uj� 1�(� Building Department No. A.P. Number a3 -W& Jurisdiction: City �ounty Property Owner �- ahtga (� Property Location/Address a `• C (Z 0 Subdivison Lot No. Residential Development IT] 0 0 Sq. Footage 3 No. of Living MHI Addition (n gr, up R) Units U Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) 9Z17rl,9(�, Building Department Rep esenta Vv Date (Floor Plans reviewed by School District Personnel) District Identification No. �LA-1� e two_ W ) School District certifies that W T, "f_VL L. (Applicant) (Street Address) (Phone Number) (City) csll� has complied with the requirements of Resolution No. representing %,&01 square feet. School District Paid by Check # Remarks: Bank Number Q - Paid by Cash (State) by payment of $ AB 2926 $ FULL MITIGATION $ Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (11/94)dmm y� LAND DEVELOPMENT / BUILDING•/ ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No. 6_ 1/ 51 OWNERS 6ratniS_6_4,4,e_v-a I d NUMBER:NAME: PRINT LAST NAME FIRST COUNTY ZONING S ll \/ V/ t% Zook DESIGNATION: R FLOOD ZON'E:/ A FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP /.0 A DEED INFORMATION: WAS �02 DATE OF CREATION: �S DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITION MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHF-RW/SE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. YLo,S-e- /°tie 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees'. (See phone number below) f 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning DAoWan. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23 24 25 26 wa INIIN013A30 0N1l1 3=8 d0,UNn00 6661 � z 1nf C13AI3338 LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR RESIDENTIAL PLAN CHECKING GUIDE SINGLE FA,-VULY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER: PLAN CHECKER: A. P. NUMBER: D 3 6 9n - 00 �- GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). ,a: Valuation. Plans signed by designer. Proper description of work on application. j3 Existing violations on property. © Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN- A' Complete parcel size and dimensions. �2! Setbacks, side yards, easements, etc. Other buildings or structures. Ix/it0 9Waf. A.' Grading, fills and/or drainage. ,S-"' Flood hazard ',fes Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. .V Building or utilities across lot lines (Record form). FLOOR PLAN: .K Complete to scale plan with dimensions. ,2' Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). /lr Skylights (Section 2409 & 2603.7). 45" Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). j� G.F.C.1. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).- Lights, 10)..Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment of :eater heaters, heat:.^g and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). A -r Minimum of one 3'0" exte^or door (Section 1004.6). ,1,2' Fireplace and wood stove location, alcoves and clearance. /jl f'� ,1,3" Smoke detectors (Section 310.9.1). ,L4'- Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). 121- Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 1L �2 �! Foundation plan complete enough to construct building. n�(� ;(� Floor construction details complete enough to construct building. J/ Elevations and wall construction details complete enough to construct building. .8.� Roof construction details complete enough to construct building. 19' Rafter ties or bearing ridge beam. y je Fireplace construction details and talc. if necessary. Z% )4-*' Garage door and/or porch header sizes. ,1�2' Stud heights. Adobe soils - special foundation design. 1 Retaining walls requiring design. Special Inspection requirements. QI1 p (rAh JANUARY 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: y Stairway details: landings, rise and nen, head clearance, handrails (Section 1006). / Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). /4! Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. - 36' halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003): ® Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). 4t�G j%,�,j , . RpCt IrtL,6:V Comaustion air for fuel burning appliances - L.P.G. requirements. Noise 'requirements on duplexes. Energy design. - Flashing at all exterior openings. C.D.F. responsible area requirements.' _ JANUARY 1996 3.3 ' s JANUARY 1996 3.3 PROJECT PROCESSING RECORD APPLICANT: �. OWNER: -. C�U� PERMIT #: A. P. #: C7�f �i-1.A0' GYJZ WORK DESCRIPTION: DATE DESCRIPTION OF STEP S� P f �e,a G:ERT;ZICATE OF COMPLIANCE: Residential _ Page 1 CF -1R ------------------------------------------------------ Project Title: Brandstatt Residence Run: 116 22 -Jul -96 Project Address: 26 Rose Ave. Brandstatt Residence Chico, CA Building Title: Brandstatt Residence Build i g Permit Document Author: Mark O. Maybee Telephone: 916-345-1544 Plan Check / D to Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: BUILDING SHELL INSULATION 3033 ft2 SFD•_ Single Family Detached 270 deg (West) _ 1.00 Raised floor Component Insul Assembly Type _ R -value U -value Location/Comments ------------------------------- ---------------------------------------- Door 0 0.330 Outside Door 0 0.330 Unconditioned Wall 13 0.088 Outside Wall 13 0.088 Unconditioned Ceiling 38 0•.025 Attic Floor 19 0.056 Crawlspace FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- ---------- ---------- -------- -------- Window West 60.0 0.870 2 Std Drape Bug Screen Overhang Metal Window West 7.5 0.870 2 Std Drape Bug Screen Overhang Wood Window North 52.0 0.870 2 Std Drape Bug Screen Overhang Metal Window East _.131.0 0.870 2 Std Drape Bug Screen Overhang Metal Window East 43.6 0.870 2 Std Drape Bug Screen Overhang WdDoor Window South.- 64.0 0.870 2 _Std Drape Bug Screen Overhang Metal Skylight 24.0 1.280 1 Std Drape Bug Screen None Metal THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ---------------------------------------- Intmass2 Yes 394.0 1.0 Interior .HVAC SYSTEMS Duct Location Type Efficiency and R -value �� -------------------------- ---------- ------------_r4'. Furnace 0'.96 AFUE Attic R -4.24P, Air cond. -- central pckg 12.00 SEER Attic R-4.2� , Air cond. -- central split 12.00 SEER Attic R-4.2-� •`,'°�� CERTI.ICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Brandstatt Residence Run: 116 22 -Jul -96 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type ------------ Heater Name Heater Type Htrs Factor (gal) R-val -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.60 ------ 50 ----- 16 Standard—Gas Standard StandardGas Storage gas 1 0.60 50 16 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove . System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard—Gas -- -- No No Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'Housel' has non-standard internal gain of 56330 Btu/day. The ,standard value for this zone is 52301 Btu/day. 2. Zone 'House2' has non-standard internal gain of 29165 Btu/day. The standard value for this zone is 13194 Btu/day. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the,California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientatio J y,--,8Md- feature that is varied is indicated in the Special Featur Remarks, and Notes section. AULDM! � �®D Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 91% -- 37.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name -------------- Type ------------- Number run (ft) diam (in) thck (in) R -value None ------ -------- --------- --------- ------- SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'Housel' has non-standard internal gain of 56330 Btu/day. The ,standard value for this zone is 52301 Btu/day. 2. Zone 'House2' has non-standard internal gain of 29165 Btu/day. The standard value for this zone is 13194 Btu/day. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the,California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientatio J y,--,8Md- feature that is varied is indicated in the Special Featur Remarks, and Notes section. AULDM! � �®D CERTI-FICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: BrAndstatt Residence Run: 116 22 -Jul -96 DESIGNER OR OWNER DOCUMENTATION AUTHOR Mark 0. Maybee Mark -0. Maybee Mark 0. Maybee General Contractor _ Mark O. Maybee 470 Sequoyah Ave. 470 Sequoyah Ave. Chico, CA 95926 1 Chico, CA 95926 916-345-1544 916-345-1544 Lic # 7? -.1911 A -A0. 7-7-2.96 Signed _ Date ENFORCEMENT AGENCY Name: Title Agency: Telephone: Signed Date 7-Z 2 g.G Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Brandstatt Residence Run: 116 22 -Jul -96 Project -Address: 26 Rose Ave. Brandstatt Residence Chico, CA Building Title: Brandstatt Residence Building Permit # Document Author: Mark O. Maybee Telephone: 916-345-1544 Plan Check / Daae Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 13.46 Space Cooling 11.85 Water Heating 8.61 Total 33.93 GENERAL INFORMATION Proposed Design --------------- 12.59 11.52 8.81 -------- Complies 32.93 Yes Conditioned Floor Area: 3033 ft2 Building Type: SFD _Single Family Detached Building Front Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 2 Total Conditioned Volume: 24264 ft3 Conditioned Footprint Area: 3033 ft2 Ground Floor Area: 3033 ft2 BUILDING ZONE Zone Name ------------ Housel House2 INFORMATION Floor Area Volume (ft2) (ft3) 2422 19376 611 4888 OPAQUE SURFACES Type ------------- Conditioned Conditioned Thermostat Type ------------ CEC_Standard CEC_Standard Vent Vent Height Area (ft) (ft2) 2'0" 33.0 2'0" 5.6 Surface Area. U- Insl Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt Gns Type Location/Comments -------------------------- Zone = Housel --- --- ------------ Door 20.0 0.330 0 270 90 Yes CEC_30-Wood Outside Door 20.0 0.330 0 270 90 No CEC_30-Wood Unconditioned _ Wall 96.5 0.088 13 270 90 Yes W13.2x4.16 Outside Wall 172.0 0.088 13 270 90 No W13.2x4.16 Uncondft Wall 192.0 0.088 13 0 90 Yes W13.2x4.16 Ou e Wall 369.4 0.088 13 90 90~Yes W13.2x4.16 Outs1 fto Wall 328.0 0.088 13 180 90 Yes W13.2x4.16 out4PP�6VED COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Brandstatt Residence, Run: 116 22 -Jul -96 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt Gns Type Location/Comments Ceiling 928.0 0.025 38 -- --- 0 --- Yes ------------ R38.2x4.24 -------------------------- Attic Ceiling 1388.0 0.025 38 270 18 Yes R38.2x4.24 Attic Floor 2422.0 0.056 19 -- 180 No FC19.2x6.16 Crawlspace Zone = House2 Wind 7.5 270 90 Fixed Wood Double Wall 168.0 0.088 13 270 90 Yes W13.2x4.16 Outside Wall 172.0 0.088 13 0 90 Yes W13.2x4.16 Outside Ceiling 611.0 0.025 38 -- 0 Yes R38.2x4.24 Attic Floor 611.0 0.056 19 -- 180 No FC19.2x6.16 Crawlspace PERIMETER LOSSES Perimeter Type None Insul Length F2 Insul Depth (ft) Factor R-val (in) Location/Comments FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr ,Name -------------- Type ---- (ft2) ----- Azm --- Tlt Type Type Name Comments Zone = Housel --- ------- -------- --------- ,--- ---------------- West3 Wind 20.0 270 90 Slider Metal Double West4 Wind 7.5 270 90 Fixed Wood Double Northl Wind 20.0 0 90 Slider Metal Double North3 Wind 16.0 0 90 Slider Metal Double Eastl Wind 9.0 90 90 Slider Metal Double East2 Wind 16.0 90 90 Slider Metal Double East3 Wind_ 80.0 90 90 Slider Metal Double East4 Wind 4.0 90 90 Fixed Metal Double W„East5. Wind: 18.0 90 90 Slider Metal Double East6 Wind 4.0 90 90 Fixed Metal Double East? Wind 35.6 90 90 Hinged WdDoor Double East8 Wind 8.0 90 90 Hinged WdDoor Double Southl Wind 12.5 180 90 Slider Metal Double South2 Wind 12.5 180 90 Slider Metal Double South3 Wind 15.0 180 90 Slider Metal Double South4 Wind 15.0 180 90 Slider Metal Double South5 Wind 9.0 180 90 Slider Metal Double Skylitel Skyl 8.0 -- O Fixed Metal Single Skylite2 Skyl 8.0 270 18 Fixed Metal Single Skylite3 Zone = House2��. Skyl 8.0 270 IS Fixed Metal Single Westl West2 Wind 20.0 270 90 Slider Metal Double Wind 20.0 270 90 Slider Metal Double North2 Wind 16.0 0 90 Slider Metal Double ® y^ �� PCOMPUTER METHOD SUMMARY Page 3 C-2R Project Title= Brandstatt Residence Run 116 22-Jul-96 GLAZING CHARACTERISTICS 'Glazing Charactr Glazing # of U- SC GIs Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade Shade Type Shade Double Clear 2 0.870 0.880 Std Drape 0.780 Bug Screen 0.870 Single Clear 1 1.280 1.000 Std Drape 0.780 Bug Screen 0.870 INTER-ZONE SURFACES `Surface Area Insul Construction Type (ft2) U-value R-val Type Comments ------------------------- ----------------- --------------------------------- None INTER-ZONE VENTILATION Vent/. High Open Vent Height Vent Type Area Area Diff Comments ------------------------- ----- ----- ------ ------------------------------ No ne OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ -----------=- --------------------------------- West1 550" 4'0" 1'0" 1'4" 83 0" 16'0" West2 59 0" 4'0" 190" 154" 16'0" 8'O" West3 5'0" 410" 410" 394" 206" 11'6" West4 5'0" 156" 450" 3'4" 15'8" 10" Northl 5'0" 4'0" 100" 1'4" 3'6" 1490" North2 4'0" 410" 1'0" 1'4" 350" 17'6" North3 4'0" 410" 1'0" 1'4" 4'0" 210" East1 3P0" 3P011 2P0" 1 4 656" 1636" East2 4'0" 450" 2'0" 1'4" 20'4" 1'8" East3 658" 1250" 1'0" 1'4" 3'0" 30'0" East4 410" 19 0" 1'0" 1'4" 1810" 26'0" East5 490" 456 1'0" 1'4" 19'6 21'0" East6 4'0" 19 0" 11 0" 1'4" 2416" 1956" East? 6'8" 554" 1110" 1'4" 3736" 2'2" East8 3'0'" 298" 2'0" 104" 13'4" 10'0" Southl 5'0" 2'6" 1 Poll,194" 436" 45'0" South2 50 0" 2'6" 1'0" 1'4" 1250" 37'6" South3 510" 350" 19 0" 154" 21'6" 27'6" 7 ll Voll 7 1� 7 11 South4 '51011 3 0 0 1 1 4 2416"24 6 . South5 3'0" 3'O" 110" 1'4" 3950" 5011 COO, r bv�j; 6 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Brandstatt Residence Ru.n: 116 22 -Jul -96 FINS Left Fin Right._ Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments Zone = Housel Thermassl 394.0 1.0 19 1.04 Tile 0 Interior SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = Housel GasFurn.96 ACpkg12 Zone = House2 GasFurn.96 ACsplitl2 Winter Summer Fraction Fraction Targetted Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.96 AFUE Attic R-4.2 Air cond. -- central pckg 12.00 SEER Attic R-4.2 Furnace 0.96 AFUE Attic R-4.2 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name Heater Type Htrs Factor (gal) R-val Standard—Gas Standard ------------ StandardGas ----------------- Storage gas --- !, 1 ------ 0.60 ------ 50 ----- 16 Standard—Gas Standard StandardGas_ Storage gas 1 0.60 50 16 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type ------------ Standard—Gas -- -- Standard—Gas -- -- Wood stove Wood�7� boiler? boiler p";?vll► ---------- ------ - t�, u No "` No No �j�� COMPUTER METHOD SUMMARY Page 5 C -2R Project Title= Brandstatt Residence Run: 116 22 -Jul -96 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 910 -- 37.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft). diam (in) thck (in) R -value None SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'Housel' has non-standard internal gain of 56330 Btu/day. The standard value for this zone is 52301 Btu/day. 2. Zone 'House2' has non-standard internal gain of 29165 Btu/day. The standard value for this zone is 13194 Btu/day. �fto AJ PP Z ,`, tvI LONGFELLOW LUMBER CO. INC. Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: MARK dli I B 69 Address: C K I co zoo AD5zr AyE: AP#: Job No:-.AA)DSTaT'T -�( it, car� Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Inspection Inc "4 �' P.O. Box 20455 BUILGOMCDI i e is Portland, OR 97220 ROVE (503) 2540204 APP LA)IoLf7- LE. py TO M -Ar P-q*oe-. 'Tb .FACS A 5frsK .;r153 GE MAICH -T-j( TF9 Lf 2- (Z-ftY) .T -I Yj .r F4 A AAf- SOMPSOAl" HANGEr, 147V x 69 6 11 z E 6- Z F-Ak).bSTA'rr 4 7/o?-/ 56 TYP. NOTCH -- @ 24" O.C. 3.5" Max. I1 1, 1.5 Max. i f� SYM ABOUT (P1) (N) trongback 0e, nail to ledger tia 12" O.CJ �� A35 OUTLOOKER Ledger —___._.._. CRITERIA (nail to vert. — H3(K) w/2 -10d nails) t --Gable ._ DETAIL 'A' IT1 Gable End End r24" Max. 12in. " MOutlooker 24" Max. 6 . Ioli oonno" NA I is —�3-1011 N NAILS er IILCCK EAC11 nn Roof Materia)\ Outlooker (C) nr•rn 11 Q. Gable end (G) Gable end design based on 75 MP11 wind load, exposure "B" at 0-25 Ft. mean height. (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace W/2 -8d common nails. (S1) (M) (0) Option to web plating: -use (3)-2" 2X4 HF 42 or BTR wire staples (0.072 Dia./15 GA..) toe - (G) Strongback brace nailed thru chord into web & thru web 1 into chord on one face for a total of Varies 6 staples. (P1), (S1), & (Ill) must --� be plated. (S) I 1 Ledger I L16 a0x.C• I ( N ) \ (SI) \ \ \ CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (111) Heel plate to match common trusses. * Detail "A". 45 1I CD109 �• Detail NBN 2x6 F1,112 )r better (M) an (.eager —-��•-t__�•' -� - 1 Strongback -._1 COMM braced at 55" O.C. TRUSSES BRACING DETAIL (T) Refer to Simpson Catalog C -94H-1 for product attachment specification (attach A35 in F1 direction). Span to match common trusses NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.0" o.c. Plate Max. Web Length 1X3* 2-8-0 2X4* 8-1-0 3X4* 13-6-0 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length V1/strongback brace (S) STANDARD 5-11-0 11-10-0 til 7-9-0 15-6-0 ill & Better 7-9-0 15-6-0 NOTE: CHORDS TO BE 2X4 FIR -LARCH 112 MIN. SEON-- 50006 REV 15.6.5 SCALE - 0.5000 A1.P 111E E1611+E(REO PRODUCTS. TIC. TRUSSES REDUIRE E+I11IENf CARE DESIGN CRIT: UBC REF X10 �)3GZ-R_427 0 0 0 0 0 o IEaEIMPORTANT►1+1 slue Iql BE RESPONSIBLE fOR ANY WARNING IN IOIYILIIL, ERECTION um Q110(ES — O o [� OEyjAl1011 FROM IVIS DESIGN 011 11ESE SPEC If ICATIOt5, OR ANY BRAC INC. SEE IIIB-BI BY IPI. SEE 11115 DESILtI ���0 �• .9`� TC LL 30 .0 PSF DATE 05/06/92 O o O fAlllUtE 10 BUILD THE TRUSS IN CONFORMANCE III In 05 188 BY IPI FOR ADOIIIOIuI SPECIAL PEONAI+EIII DRAMAS RE C= C=3 p p AIPItE COtfEC1oR5 ARE NAGE OF 200A GAIV. STEEL NEEIIIIG ASTM QUIRE NE NIS. NLESS OIIERNjbE IIOICAIEO, IOP L C DL 1 15 0 PSF DFlWG� CD 109 A4E6 CR A EXCEPT AS NOiEO. APPLY COIYIEC10R5 10 EACH /ACE Of CIIORO EIIALL BE LATERALLY BRACED YIIII VIIOPEN YJ DL (Ul 11 5 • 0 PSF CA -ENG -ENG FM o INEO [� IIIUSS AND URL [SS GINE PYISE LOCATED ON IVIS OESIGtI POSITION lY ATTACHED PLYWOOD SIE At11111fi, BOI ION LItIRO a r + . ��.lLLL 0 o COtfECiORS PER DRAWINGS uo. leo c IfiOA-f. OESIWI S1A141ARO5 NIIN PROPERLY AIfApEO RIG 10 VEILING -- SEE NO. CO.13845 % T.LD. 50 . O PSF 0/A LEN. VARIES ',y CC O [Oti011N Y/APPUVBIE PROVISIONS OF 109 C IPI. AN EIY:IIEER'S AIPIIE IEWf1IC4 UPUAIE 11/1/011 f0R PROPER �, 6309) .1 C — 1 TRUSS o O SEAL WI Illli DRAWING APPLIES 10 INE [OMPO++ENI DEPICTED TER[ DRYWALL APPLICATION. fUro11511 A COPY 0! 11115 * � X11. FAC , 1 , 1 5 P I TCI -I GABLE (� Itl ONLY. AIO SHALL IIOI Of RELIED IP`011 IN ATI! DINER MAY. OESION 10 IIK (Russ lnlcTi0lt Cotlf llAtlOn• fl C1`/I` ,il'AC IMG - - - - - •- TYPE lJ A1J(-`- ENn CI O C� C= O O y__IPE - TRUSS PLAT[ 1115111U1[. I+OS - L- 1991 NAIIONIL 0(SICN 9n(CI/ICAi1011 /On MD00 COIK In11L1i(ul Job: . DETAIL-GP,ALTERNATE BRAC iNOTE: SEE CRANING DRININAL FOR LUMBER, PLATES. AND OTHER i DATA NOT SHOWN HERE. 'N TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND •BRACING. REFER TO IPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A)BEX4 03 EQUALLY+ISPACED. BETTER ATTACHCONTINUOUS 8dLATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A l SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED 8RA ING TYPES MAY BE SUBSTITUTED* 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 3X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 -L- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB ATTACHWITH16dENAILS.@G4'DD.C. BRACINGDE AND LENGTH AS WEB MATERIALMTOR. BE SUPPLIED BY ERECTION CONTRACTOR. ^ Tm O C7 C O O q1 t7 C� O C! ���777 C7 E=3 O O d �ALPIN o TRUSS o c-:3 0 0 0 0 0 SEE ORIGINAL OESIGN FOR PROPER OENENSIONS Ki[IMPORTANTi1XI10 TO.401 SE FESPOIS e4i Fpm At. DISIA1I01 rMM TWE OESICII OR THESE SPECIFICAIIRIS. 09 1111 FIRM 11 WILD IME IPUSS Ip 0011r"u" MIDI 09111 at TPI. 1I PItE cY9EC11Ps APE NAGE 0r 7O0I WW. STEEL AYlRO ASTM M45 Cil I EECIFI AS NOTED. Am CO ECIOP2 10 EACS IBM Or FaM p7 WAtit OIIEHMISE IOCAIEO 011 THIS OESIrX 1`9]111011 OOIIECI013 HA CMAPOS 131% 1E0 C SMA -F. DISIC41 SIAIDAPOS CLISC/N AlAPKIC&AILE RIOPIS1016 Or 109 S lip]. all E0911Ec1's SEAL Of THIS OP&XIIG APPLIES 10 f9E C04M011 DEPICIED &RPE indLY_ AM LOILL NOT BE PELIED UP011 III Alit UTWA SII. WAANING',a w`I 11%. RAit�E`I119 SAID I+ACI•ID. SE! M10-91 of IFI. EEE TMP TE5199 IOP A971110KL SPECIIL FEN0401111 IIPACIIIO PE OOMAEMS. UTACSS OT&EFMISE 0111CAIED. to: 014FV $MLI. BE MVIAllt SPICED MIM "CF9 LY 411IOEO PLvwot01HEAMING 0O1T01H DHOP1 *ITN PPWULI AIIADIW P1910 CEILDO -- SCE 1L1`9NE 1E0111CAL L0,041E /F1//911 FOP POCK@ CRIWALl APFLICIUICII. EOSIM A COP/ OF 0132 CEIIPI to DE &PUSS i!KrID1l CLWIPACTIP. V w I4f(� c y tt _I>� �W3815 * • 63041 � TC LL 30.0 PSF TC DL 15.0 PSF PC OL 5.0 PSF BC LL 0.0 PSF TOT.LD. 50.0 PSF REF 8992--422 DATE 06/28, DAN CD)03 -ENG FM r /c/ DUR.FAC. 1-15 CD 100 STANDARD JACK DETAIL c SPACING 24" O.C. n DEFLECTION CRITERIA: to 1.5X3 (LIVE LOAD) to MAF -TER SLOPES < 4:12 - L/240 N IIAFTEII SLOPES > 4: 12 < 12:12 - L/ 100 CEILING JOIST 4 L/240 ,i�l IT IS TIIE RESPONSIBILITY OF THE BUILDING DESIGNER AND RAFTER �( TRUSS FABRICATOR TO REVIEW THIS 011AWING PRIOR TO CUTTING r LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFOR14 TO TIIf_ ARCHITECTURAL SPECIFICATIONS -' AND FABRICATOR'S TRUSS LAYOUT. 2X4 n GMAXIMUI4 CLEAR SPAN1.x3 S'7 2X4 HEM -Fin STANUARU -REOUIREO IF RAFTER NOT CE ILING.JOIST SUPPORTED AT END nAFTER -SLOPE S 4:12 nAE'TEn SLOPE > 4:12 BUT < 12: 12 CEILING JOIST LIVE LOAOIPSF) 16 16 30 30 16 . 16 30 30 DEAD LOAD(PSF) 7 15 10 15 10 15 10 15 5 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15% 15% 1.00 Ci71: rnAnt: __AIAYtmttd nF-AIA SfsAN-- 0 0 0 0 = 17=3 oAALPINE cm70r_j o o r. N X I MPGR T A N T H "�� :� �`I ;1 IW 14' 610.11#111 HILI 1141 AW 0Ir0A11011 ►11011 tins Moral all 41411F. sl•tcll11:u11+1s. m alit FAIIUPC 10 flUlt0 1111 1111161 111 C91r91+'"" 1#1111 01114 Pt 1111. AVlnt COIOlCIPP0 A10( 14A11t Or 706.11 OAIV. null. x(1111111 A9114NI% 611 a ticirl Al 1111660. 111'11 4,'1+1st 61416 111 CACI. rAct or IPUs% AIG LX%gll 0111111x111 1,01:01111 011 loss% alslcq rus111t1#1 C91Fncl Ons ria p0A+11161 1.10, Ito A IGQA-1. 11111601 910141AI41% CalrahI 1#I I'Mic.Mt 11+161111+11 W 1411 C Irl, ►n 1110X%.111'6 11 at 10, Xst1 ON1#1110 #I 'Lots 10 Illl. d"+•X LUI 1111•IOsta 11111 Ix M+ 1. 11+1 6.046 4, 101 111 III11111 1111+1 III Illi 1111+a x , CAN WARN IIIIIE NG111IIIA �st l MIIIIIfE11EC MICRO. $11 1110.91 01 Irl, s(a lists 111,51611 1011 AI1#11111+LAL $1.1clal. IYIPtAlllllI 411AC1o10 P( +�'7 and111[ulf, Yu.l4,1 PIIrlN lcr. II+IICAIt.P, IOP 10�(G7lI 1111#06 111A11. 0( 4,'M 14111 1#46.111 1#1111111ur.1. t1 AIHCIrO r161#u11#1 sm A1110+1, 11011046 GQPIC. / 1#11111.Ikl"ltF AIIACIr II 011i .:(lilts -- sit 1�IWAFL 11#11+q( Arll 194111+l, 0uml po A 1:I+•6 lir 11111 1!,51611 10 111( loafs Ily f.4, 11+l Cu111U1a 411, l 1 WA�� ....C. LAil� 0 0 0 0 = 17=3 oAALPINE cm70r_j o o r. N X I MPGR T A N T H "�� :� �`I ;1 IW 14' 610.11#111 HILI 1141 AW 0Ir0A11011 ►11011 tins Moral all 41411F. sl•tcll11:u11+1s. m alit FAIIUPC 10 flUlt0 1111 1111161 111 C91r91+'"" 1#1111 01114 Pt 1111. AVlnt COIOlCIPP0 A10( 14A11t Or 706.11 OAIV. null. x(1111111 A9114NI% 611 a ticirl Al 1111660. 111'11 4,'1+1st 61416 111 CACI. rAct or IPUs% AIG LX%gll 0111111x111 1,01:01111 011 loss% alslcq rus111t1#1 C91Fncl Ons ria p0A+11161 1.10, Ito A IGQA-1. 11111601 910141AI41% CalrahI 1#I I'Mic.Mt 11+161111+11 W 1411 C Irl, ►n 1110X%.111'6 11 at 10, Xst1 ON1#1110 #I 'Lots 10 Illl. d"+•X LUI 1111•IOsta 11111 Ix M+ 1. 11+1 6.046 4, 101 111 III11111 1111+1 III Illi 1111+a x , CAN WARN IIIIIE NG111IIIA �st l MIIIIIfE11EC MICRO. $11 1110.91 01 Irl, s(a lists 111,51611 1011 AI1#11111+LAL $1.1clal. IYIPtAlllllI 411AC1o10 P( +�'7 and111[ulf, Yu.l4,1 PIIrlN lcr. II+IICAIt.P, IOP 10�(G7lI 1111#06 111A11. 0( 4,'M 14111 1#46.111 1#1111111ur.1. t1 AIHCIrO r161#u11#1 sm A1110+1, 11011046 GQPIC. / 1#11111.Ikl"ltF AIIACIr II 011i .:(lilts -- sit al.rllr. IICI+IICAt 14•IIAI( X7,911 run rnx4n 11#11+q( Arll 194111+l, 0uml po A 1:I+•6 lir 11111 1!,51611 10 111( loafs Ily f.4, 11+l Cu111U1a 411, to:'jC043845 r - ;G63091 ,A.. �0r1r.w JACK DETAIL S �0 REEF 8992--90913 DATE 02/17/93 0_RW CO100 --- CA-ENG JS (MAYORA-NARK 0 14AYBEE / BRANDSTATT - 1-1 HIP f8-SB1 l - TOP CHORD 2x4 FL #1 :T2 2x6 FL j12: BOT CHORD 2x4 FL #1 WEDS 2x4 FL Standard iIEDGES 2X4 fL STANDARD CONVECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. USE THIS DESIGN FOR COMIION HIP TRUSSES 0 24.0"oc. EXTEND SLOPING TOP CHORD Of TRUSS AND JACKS TO HIP RAFTER- SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 IIEM-FIR 13 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER 1110.91 13.2.1 FIGURE 33. OR 910-91 SUHMARY SHEET (FRAME 3 TIIRU 6).OR CA -HIPS DETAIL CDI10. SUPPORT HIP RAFTER KITH CRIPPLES © EVERY 05-07-14 FT. oc.. DOTE: REACTIONS R 6 R3 ARE FOR $1 CALIFORNIA HIP AND §3 CALIFORNIA HIP RESPECTIVELY. 5X60 6X4 (C 4X6( 3X8$ 4X4= THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMEIIS[ONS) SUBMITTED BY TRUSS Y.FR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCII REPORT (2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16-H-SI'ECIAL LOADS (1994 UBC). #I HIP DESIGNED TO SUPPORT 08-00-00 JACKS WITH NO WEBS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TD SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 B.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTT014 CHORD. 5X6 6X4 (C8)- 1•flc 1_ 8-0-0 _1_ 10-0-0 _I_ 8-0-0Le _I 26-0-0 Over 2 Supports R-1968 W -3.5N R3Q671$ +8-0-0 P R-1913 14=3.5N R3d649# 0 4= C0 m m PLT TYP. Alptne.High Strength eslan Criteria: UBC 17.3u6 CA - 1 - - F Scale —.25' Ft. O O O O M C 3 **IMPORTANT** ALPINE ENGINEERED n0YX"G 1N1, WARNING TluSsts RE001RE Enda CARE TC LL 16.0 PSF REF R427- -61908 mill IDT a RESPOSS:ILE rcN AM [s HAiOIING. ERLCIICa ASO Q�;OI CS 4 O O E� O OCOIATION SAM THIS DESKA EN HESE s9ECInunO.S. C6 Artl BRACING. SEE RES -91 BY TPI. SEE THIS Ccs[GH QI�O �fy TC DL 10. 0 PSF DATE 07 29 96 O O O O AA(LUAE TO wuC•THE TRJSS 11 CIRrOCNANCE 91TN TPI TOR ADD1110YEL SPECIAL POWNENT HAACIAII RE C3 C3 Q (:3 4PINE cowOCTERS ICE a" 4r 24GA G)LY. STEEL a1C91NL ASTM OUIRIN[tlTS. 0 -CESS 01KAHISE INDICATED. RP h �A 7 BC DL 5.0 PSF DRW CAUSR427 96211005 Ii C3 0 [] Q 4S!S GRIT tICCPr As MOTTO. APPLY COOBECTOES 10 CALK IACC a CHORD SHALL 61 LATERaLY BRACED NITN PAQ?fP w r r1 p /� \ Q n 9WAS AND •JIH,ESS OINEIRIN LOCATED ON THIS DESA!• MITION LT ATTACHED QVW..0 iFEATNING. BOTTDR CACPD °C V ('I0.C4354J t- W EAC LL 0.0 PSF CA -ENG PBC CV1C ~ ALPICOWCTOIS PLA CRANING: 110. 150 S 160A•F. MISS SEAM IOS WITH PROPEL:( RTrACAM RIGID CEILING -- IEE O WrORN RAA►r ICA/LE PEDY[SICW of 80s S TPI. AN ilslNtta•s ALPINE TECNNIt4l UAOATC 411I(91) FOR PAME6 * Eip• 63091 * TOT . L D . 31.0 PSF SEAM - 93270 0 `{ f S.AL ON THIS OIAVIHG APPLIES TO TlE CORPOIENT D[P1CTC0 HTit CAiYALL APPLICATION. RNNISN A COPT 0l MS CIyI� �� DUR .FAC . 1.25 FRODS E.D. T R V s IX MY. 1WLL NOT At BELIED UPON IN ART OTHER VAT. OESIGN 10 Tet TRUSS ERECTION CONTA&CIW, ���� ^ v � �I 0 E D Q Q C3 � •--TPI - RUSS RATE INS'ITU1E, NOS - 1991 RATIOO¢. MS1GA• SPECIFICIIIOC TDI WOOD CONSTRUCT104 r cI+ SPACING 24.0 n `(14AYBRA-MARK 0 MAYBEE / BRANDSTATT T-2 GIRD (2-PLY1) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 FL #2 BOT CHORD 2x8 F1. SS WEBS 2x4 F1. Standard :115 2x4 FL (11: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER LIDS -91 TABLE 7.3.3. ROTE: BC CHECKED FOR 10 PST ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16•B -SPECIAL LOADS (1994 UBC). (H)RECOMMENDED CONNECTION FOR 30-9-0 2 -PLY MONO HIP TO THE BOTTOM CHORD: S114PSON HHUS28-2. SEE CATALOG C-PT9511.1 FOR HAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] (W) THIS PORTION OF BOTTOM CHORD HAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 MPU, EXPOSURE B, 0 TO 1S- ABOVE GROUND HEIGHT. THIS TRUSS IS DESIGNEO TO SUPPORT (FROM LEFT TO RIGHT) 2-0-0 TC/BC SPLIT FOR 8-0-0. REMAINDER OF TRUSS TO SUPPORT 30-9-0 SPANS TO THE BOTTOM CHORD. CONCERTRATED LOAD CREATED BY 30-9-0 2 -PLY MONO HIP AT 8.0.0. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO THE TC/BC SPLIT. 6X8(R)Ia 6X12) 0-4-3 2 Complete Trusses Required HAILING SCIIEDULF-: (Od_hox_nalls) TOP CHORD: I HOW 0 16' o.c. BOT CHORD: I ROW @ 3' o.c. WEBS : ] ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAiLS III EACH ROW TO AVOID SPLITTING. CONVECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF [.C.B.O. RESEARCH REPORT 92949. IR ADDITION TO [TAILING / BOLTING SCHEDULE SHOWN ABOVE, USE 11-36d C014NDII [TAILS AS SHOWi1 BY PARENTHESIS FOR FORCE TRANSFER AT CONCENTRATED LOAD POINT AS EACH LAYER IS APPLIED. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IiI ADDITION• A RIGID CEILING OR 2x4 p3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CONNECTION FOR 30-9-0 COMMON TRUSSES AT 24' O.C. BEHIND FRAMING TO THE BOTTOM CHORD: SiMPSON LU28. SEE CATALOG C-PT9511-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE )OEHTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 5X4 (Dl)g* 2(D 1)a +%-Q-0 5X4(D1)e 0 W m kD Q1 I 13-0-0 _1_ 13-0-0 _I 26-0-0 Over 2 Supports— J R-5381 i1-3.5' (N T 2335 R-7170 4l-3.5" PLT P 1 e Des Crite a• UBC 17.3u6 C - Scale =.187 Ft. b O M O O O * *IMP ORTANT** LL°r\><E\FIRCEEEDaRcwcrs.INC. WARNING TOM SECURE C[TRLYLCARE TC Lt 16.0 PSF REF 8427--61909 S.YLLI ME RE IESWYS/[lC FOR ANY IN 11&1=944ERECiI Ox ►YD QapIIS O 0 O O OZ -I i[Or MIS OES:Sr 01 rlaSF SPECIfICI[IfOi. 0Y /YT \IEtIRG. S[[ HlY•91 rr :P[. SEE TNIi ocstcR TC DL 10.0 P S F DATE 0 7 2 9 9 b O O � O f\t{l'R[ TO [alto IRC tWSS IN 4PPC.iRIYCc NIF4 SY[ /\i 1DDIIIC6l1 L[C1 Fl /tfUVxCYT DR\CINO or , O O O O Si►1\t CORRtC1DlS AIL not Of 37P3\ DLL[, Sr([l xltitRF \STN F01\tnERTI. U\t[S[ OTHERWISE INDICATED. TCP 8C DL 5.0 PSF DRVI CAUSR427 96212033 � Q � Q � \S71 FRIT [IC[Pi RS NOTED. APPLY CF4IECTOYS TO EACH rALI tf 40.10 SYlll 6I LAl[illlr brlaCEO YI IY PROPER O o Hass AND D6EEssorxcYYISE Eoc\T[D or sas Dcsla, rcamaY {r uncNlonTYRDo stl[\TNEw. eorroR cxaRo � c�' ib.C4784S � `•� 8C LL 0.0 PSF CA -ENG PBC CWC O A L P I N �] COYr1CTC\S PER DRRvIYGS 170.160 \ 1604•P. D[71FR SrlAplUDi NJ Td ►RWERIt ATTACHED U\:O [Lrl[\V •• SCC TOT. LO . 31.0 PSF SEAM - 93273 CUTFtx -POEF %O1'PL1Cf,NC PROVISIONS of YDS [ iPl, \Y lY{IIP,tYB \lPltL Tteriel<A WD\iE 11117!11 PCR PROPCR o TRUSS O IYES TO KE CC 10r.►,Tl\0 Stll{t \C�YE1R[LI OTDT'DY IAICRxT 0Tx[YCtt; lirf 0[i]YIrTO M' 1 1.11 .tTRUl7•[F[{IIFr <o\rna TRIS �llf CIVIL �o4��r DUR • FAC. 1.25 FROM E.D. O � � � O •••P{ . TRUSS PI Af[ IRSTITUTC, tlDi • {991 R►i1004 C[SI66 S►KI/lfif{4r TCR Y00D rAY119IKi1LN r V S P A C I ��E7 24.0" '(MA'IBRA-I(ARK 0 14AYBEE / ORANDSTATT - T-3 COFF/MONO/(IIP [8 -SB] 2 -PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 FL SS :T1 2x4 FL #1: 2 Complete Trusses Required BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard :14, 1130 2x4 FL #1: HAILING SCHEDULE: (8d_box_na11s) - -8- 14 to it IOP CHORD: ) ROT; ® 1)' O.C. BOT CHORD: 1 ROW 4) 16" O.C. CONNECTOR PLATES OESIGIIF.D FOR GREEN LUMBER PER RDS -91 TABLE REBS : 1 ROH ® 4" O.C. 7.3.3. USE EQUAL SPACING BETWEEN ROWS AND STAGGER HAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 30-8-14 Over 2 Supports REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ;12949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 36 -B -SPECIAL LOADS (1994 UBC). #1 NIP DESIGNED TO SUPPORT 08.00-00 JACKS WITH NO IIEBS. R-2206 W-3.5" R-2331 N-3" USE SA14E DESIGN FOR ONE -PLY COFYd011 HIP TRUSSES 0 24.0"oC. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS EXTEND SLOPING TOP CHORD OF TRUSS ANO JACKS TO HIP RAFTER. DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS R3=796# esiqn Criteria: UBC SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL F LATERALLY BRACE FLAT TOP CHORD WITH 2x4 IIEFI-FIR #3 OR BETTER PROFESSIONAL ENGINEER REGARDING CONVENTIORAL FRAMING. 0 Q O o C] Q 0 ?.4.00"ac. ATTACH KITH 2-16d HAILS b 2X4 DIAGONAL o EZI O O Q � fl 0 E3 **IMPORTANT** ""T`ola'xE[RLOTuuCr:. INC. sNAu Not Ne AES.1LC FOR ANT OEAI►TIDN OAO.4 tHtS OES1Gc DR TM1SE aPEclrTcArtaa. DR AHT rAILUNE TO 61110 TOE TRPII IN COKOOPANCE HITH WE ALPINE COHNECTDLS SNE NA?I or 2D;A GALS. STEEL unrin ASTM /SSI 1011 CSCE►T lC:.4Y_ S NOTED. APPLY CTONS TO EACH FACE CP TWSS AHD UNLESS OTOCANISE LOCATED CM TMIS DES14A. NSInOR COWCOCA, NIAPPLICAIIE PROTISICM OF RSSwoks PER DOWN 150 41 TPI. ,H INS/REfA03 SEAL CS TOIS DRAW ir, SPPLIf$ TO THE CORKAENT DEPICTED M191 1N DIT'. SAO SHALL NOT NE HIED UPON 14 ANY OTHER PAY. BRACE PER II(B-91 I3.2.1(FIGUIIE 33). OR IIIB-91 SUMMARY SHEET IN LIEU OF RIGID SHEATHING: TC LL TC DL BC DL BC LL TOT AD/. (FRAME 3 THRU 6). OR DETAIL COIIO. SUPPORT HIP RAFTER KITH TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED R427--61910 CRIPPLES 0 EVERY 02-09-35 FT. ot.. 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. `. CA -ENG PBC C41CCowd1- SEQN - 93280 OR BETTER C061TI11BOUS LATERAL BRACIRG SPACED 0 72.00' o -c. E.D. FROM E . D . NOTE: REACTIONS R 3 R3 ARE FOR #1 CALIFORNIA NIP AI10 $3 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. •.,Ff . TRUSS PLAN INSTIlUff- NDS - 1991 HATIONAt Cam CALIFORNIA HIP RESPECTIVELY. 8X8;!! 12X143 1.5X4M 3X4-- 2.5X4EE3X4- 3X6= 4X6= 4X4 3X4-0 ri ITT W4 W10 T1 6 r 1� 4-0-4 3X4—_ 1.5X4W J OX1410 1OX10s12E' 3X6 4X6= 4X4 (A2)- 5X83 2X411 HS412� It m m V r•, 1.0.0 8-0-0 - -8- 14 to it 7-8-00 7-8-0a a 8-8-0 -o B 12-4-14 30-8-14 Over 2 Supports '1 R-2206 W-3.5" R-2331 N-3" LT TYP. Aloine.1110Strength R3=796# esiqn Criteria: UBC 17.3x6 R3=761# C - 1 - - - F Scale —.18 Ft. 0 Q O o C] Q 0 0 0 I AL P I N + TRUS S Q M L_j o EZI O O Q � fl 0 E3 **IMPORTANT** ""T`ola'xE[RLOTuuCr:. INC. sNAu Not Ne AES.1LC FOR ANT OEAI►TIDN OAO.4 tHtS OES1Gc DR TM1SE aPEclrTcArtaa. DR AHT rAILUNE TO 61110 TOE TRPII IN COKOOPANCE HITH WE ALPINE COHNECTDLS SNE NA?I or 2D;A GALS. STEEL unrin ASTM /SSI 1011 CSCE►T lC:.4Y_ S NOTED. APPLY CTONS TO EACH FACE CP TWSS AHD UNLESS OTOCANISE LOCATED CM TMIS DES14A. NSInOR COWCOCA, NIAPPLICAIIE PROTISICM OF RSSwoks PER DOWN 150 41 TPI. ,H INS/REfA03 SEAL CS TOIS DRAW ir, SPPLIf$ TO THE CORKAENT DEPICTED M191 1N DIT'. SAO SHALL NOT NE HIED UPON 14 ANY OTHER PAY. NAR III NG TOUSSESREQUIRE 11T1MCARE IN WILING. ERItT1D4 L%) RRAcIND. Stt 4wti ST TFf. SEE THIS DIS149 FOR ADDITINRA: IMIAL faMANLIT RRACINS LE OUIRENENTS. UNLISI OrWIVIIE INDICATED. TOP C"(11101AH SHRE .&TI1111 111CL0 NITS FROM LT ATTACHED P1.1903 SHEAMIAO. IOTTNN COORS 411 FRTECHtlICALOPERLY TUPDITEACHED LETlInU9410 LfOR PROPER O1SYSIL APPLICATION. fUlRIS4 A COfT Of TO OISIIS TO THE TRUST ERECTIO4 CC61fRAMR. Its f 9A Z . W r- r a V NO.C43B45 * A'r' 6 97 +� JI (.`II`t �Q• r�jf OF C� TC LL TC DL BC DL BC LL TOT AD/. 16.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 31.0 PSF REF R427--61910 DATE 07/29/96 DRIJ cAusa427 96212034 `. CA -ENG PBC C41CCowd1- SEQN - 93280 DUR . FAC . 1 . 25 E.D. FROM E . D . S PACING 2 4 . 0 N •.,Ff . TRUSS PLAN INSTIlUff- NDS - 1991 HATIONAt Cam IfCCTTICATIDN ►OR NOOD CNRSI/CCTIDR (NAYBRA HARK 0 MAYBEE / BRANDSTATT - 1-5 HIP 114 -SBI Stub 9'302") THIS DWG PREPARED FROM COMPUTER 1//PUT (LOADS A DIMENSIONS) SUDHITTEO BY TRUSS MFR. TOP CHORD 2x4 FL SII CA - (A) IX4 #3 REM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BOT CHORD 2x4 FL #1 Scale -.187501 t BE EQUALLY SPACED. ATTACH WITH (2) Od HAILS. BRACING WEBS 2x4 FL Standard C-3 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A L"stS R[ODIt[ tl(ll[NE cklf WARN I 14 1R SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONVECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE PSF CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 7.3.3. = [�7:1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN Aui[MS_ 3Ef N[0•f1 OF TPI. sa its oEs3ty IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ACCORDANCE H1T11 TABLE 16 -0 -SPECIAL LOADS (1994 UBC). 10.0 0 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.f. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY Of THE TRUSS E� OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR, PERSONS FAILOl[ 10 BUILD THE TRUSS IM CON/OIAAPCE WITH SPE OF 1011 ALLY. 1*11% PELTING ASTM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL BC DL 5. 0 PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. DR41 cAusaa2i 96212035 V Q 3X4-* C] 3 X 44-e 3X8- 3X4- -' 6 4X1 5X48 Q C3 6 r (A) (A) (A) BC 1-L 0.0 4-11-12 CA -ENG PBC C1JC 3 8-0-0 4X4 (A2)= 1.5X40 3X8_ 3X41. SUM 3X4 3X10_ 1.5X419 1-0.0 v I 14-0-0 I 12-0-0 1_ 4-8-14 _1 30-8-14 Over 2 Supports _I R-1015 4I-3.5' Ely 63041 * R-942 H=2' i PLT TYP. Al ine es1cm Cr teria: UBC 17.3u6 CA - - - - F Scale -.187501 t O C3 O c3 Cm C-3 **IMPORTANT*' ALPIME (A+l1EERE0PRODUCTf. SY[. L"stS R[ODIt[ tl(ll[NE cklf WARN I 14 1R TC LL 16.0 PSF REF R427--61911 C:1 = [�7:1 [m SHALL AV CCTIITIOCI FROM 01[s DESIGN OR ISSE sPEc9P9CCrtctlst pill &%l Aui[MS_ 3Ef N[0•f1 OF TPI. sa its oEs3ty ��OQRQf�S ¢�F 4. TC DL 10.0 PSF DATE 07/30196 E� QM FAILOl[ 10 BUILD THE TRUSS IM CON/OIAAPCE WITH SPE OF 1011 ALLY. 1*11% PELTING ASTM flat LOi1tIGVq SPECIAL PEONAIENT AUICIMO RE OOIAIAIMTS. UVLCSt OTMVISE IRRIC11E0. TOP S '�� 7� BC DL 5. 0 PSF DR41 cAusaa2i 96212035 V Q 0ED C] LlP1S[ CDgECTORS ARE NAOC Q Q C3 1141 Opt ttcc, fS ►0TE0. APPY CO moctf ED Raw FACE OF CHORD saint AE ILTIAALLY ROAM RIM PROPER Amy r � BC 1-L 0.0 PSF CA -ENG PBC C1JC 3 M Twls An wtt%S 10MVTSE LOCATED 04 THIS Milli. POSITION Lr ATTACHED PLYPDOD SHWhM, RRrr[o( cxoeD ib.C41845 C A f. P I N E a mA%CTQIS pill 011"O 3s 13c. 150 A IARA•r. DES16V SIAAOAADS R/AWLtCALtt PAOYISI4"Y Or RDS 1 TPI. AM (•V:IAXER•S *1 Win PROPCLLY 1TTALNIO 11090 ([INNS •- SEE ALPINE TECHNICAL UPDATE (7 /If5{) TOl fRGPER Ely 63041 * TOT . L D . 31.0 PSF S EO N - 93289 E: \t0 .1 S[ll CA TNIi CRAM (Yi APT•ItT TO THE COMPONENT DEPICTED, MLR[ OSSNALL APPLICATION. IUIRI IJI 11 (OPf 0! TtlIS �l CIHl` ��Q. D UR . FAC . 1.25 F ROM E.D. TS S— 1N DN.1. ANO 3YJLL NOT It fitl(O IYCH 1N ANY OTHER VQ. DESIGN TO THE TRUSS EIECTIM CCRTRACT:YI. �r�Or ^l �`1( / 4 io SPACING /L 24. V'I C] 1= C 0 C3 Q •..[P[ . TTDS] PLATE 1ASItf01E. NOS - 1991 NAUJY.L OL31CH SPECIr{CATIoN FOR WOOD (OCSTRUCTIOY • MAYBRA-PIARK 0 MAYBES BRANDSTATT - T-6 CO1MN Stub 9'302*1 THIS DWG PREPARED FROM, COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 FL it (A) 114 #3 REM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BOT CHORD 2x4 FL $1 BE EQUALLY SPACED. ATTACH WITH (2) 8d HAILS. BRACING WEBS 2x4 FL Standard MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONVECTOR PLATES DESIGNED fOR GREER LUMBER PER NDS -91 TABLE CORRECTOR PLATES MUST DE INSTALLED 111 ACCORDANCE WITH THE 7.3-3. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT fi2949. m MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD 10 Ol ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). m IN LIEU OF RIGID SHEATIIIIIG: 4X4= TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED N ® 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 H.F. �� 3 OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o,c. 14UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5x40 6 4X44 3X4, 4 I.5X4M 6 r (A) 7 1 .5X4% (A) Z G') In 4-11-12 3) 3UE23- t 4X4 (A2)' 2.5X4 3X4= 2. 5X4594X4- 20-0-0 !_ 10-8-14 _l 30-8-14 Over 2 Supports j R=962 U-3.5' R-944 W-2' PLT T - AlDine Desfqn Criteria; UBC 17.3u6 CA - 1 - - - F Scale -,25"/Ft. 0 [:3 a O C7 [:3 **INPORTAIIT'* :BAILENo �E 3LfrOtSI:LETFDLIAlf WARNING tr tlANOLIMisSr,SNC E ECTIOtlOTICKE (u0 4OARE FEY TC LL 16.0 PSF REF R427 --61912 0 0 0 C X91011ah FROM THIS DIM%OR THESE SYMPICATIONS. DE ANf SWIM SCE 34)0.31 BY TPI. S" 1143 DESIGN CoQ °gyp TC DL 10.0 PSF DATE 07 30 96 10 C 3 O C7 C7 IOWA[ TO BUILD TMS BUSS 134 CoRrOtOLVIE VEIN TPI rot AODITIORA SPECIu PQMAVEMr oaxthc oC kQ Y C� [ I C3 M AJK CONJECTONS ALL MADE Cr tou GAtV. tuct SECTIRG ASIX O011E6Nll. UNLESS OTNERIUK MEWED. TCP `� BC DL 5 , 0 PSF DRW CAUSR427 9621202E Ir -3 C3 p p HESS cRar E:cLP1 As NOTED. APPLT cotltccrotl TO EACH f►cc Of ctlocD L4Att BE urENULr RNAtto iSTN v3cPER C' f'A% �. /� TRUSS 00 MESS OTHERRISE WATED ON TN:S OESIGN. MEMO LT-ATTKHlO PLYI10:0 SNCATMINA, BOMA CHWO � V ftC43845 Bt. LL 0.0 PSF CA -ENG PBC Cti�lC ocoMNlcsaas PCR CRAVINDS no. 350 PIS E 1GOA•r. OEMN STANDARDS KITH PLDAIALY ATIlk"D RIGID CEIL-- SEE ALPINE p * A CONFORM Y/AVPLEvat PROVISIONS CP NOS t TPI. AV EAY IRCER'7 ALPINC TECHNICAL V)OATC (1/t/9I) rot -ANEW E� 43097 TOT. lD . 31.0 PSF SEAN - 93291 U C� SEAL OR EHIS WrdrNG APPLIES To n -j COMPONENT DIPSCIED PERE aTNALL APrLIcAim. rumor A COPY or Ems �. OUR .FAC . 1.25 FROM E . D . TRU S Itl ONLY, AU SVtal NOT OE RELIED WOM IM ANY OINEA VAN. DESIGN TO lti iRU53 tA[trlON CONTRAROL. l'IEOF CAl1Lo�` p ---TPI - r7USS ftAll IRSTITUTE. Moa - 1991 mimmHA oISIGH SPEcIr7(ATIOh rot Y?A CONSTRUCTION S PAC I NG 24. 0 O L -D -O T 20-0- "�e 20-0-0 40-0-0 Over 2 Supports -- ) R-1293 M-3.5' PLT Ilp e Strength e i n C a a- UB c3 Ci O C7 Ca Cl **IMPORTANT** i °�°RKz E,"� WARNING a�k,wot:11t"Imac +mm mum O O 0 Q agtATlak TAO>I THIS Otflam as Tauwe<tFwlTtakz. Be ur eo4ctr6. silt xt*•sl AT T►1. sfc rnls 043140C 3 O C7 O wtURt to wito TK Tsbss lk CWGRXUCE atm IN rat 401Tlem SMIAL PCIOUml MKIMS BE O C3 O armcomictoM nE toot a US& GALT. sm- 8"I"S &s" MkUgllts. VUSS *MkVtSE INICatt4. UP O O I O U51 issr KICtfi AS 10TEm. stltt 40MIM n TACH IML 4F L49NO SHALL tt LAttlA10 MAID r1Ta rata Q taus% AW tmLEss atl[skltt 4"0040 U0 Otttfk. rssltlM Lr ATIAcaab FURt00a SItAtlllst, sF1tW al" 0 BIER MWA L P I N © twomm rris In. IPo 4 36814.11. cl1sI t srAmcAM ■IIM FSOPW AtTAOIa 9100 LOU it -- Sts C 3 �, C3 coram wimll , "muss a alos • 113. All A 11mil -S not tUlatCAL Wean (1111*]] lam rave MtEa :3�"'►� a Trls on:" Antttt To To TE at[aerto Imo atvnL uxva teulak Elt+l a core or "USO to 0". so SNLLL No K /0.110• a4m in AN moa MAT. twin to rAE nubs malas c"nactas. O a•-rol - toss /LaTL ImSTITtltE sm - tots milaRAL ocllsll Srtc[rl Canal raR von A7mmuctias r v No.C1384S * Gp i3p9T R-1239 N-3.5" GAI-f&I-I-1-Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0' -Scale--.1875"/Ft. REF R427--61913 DATE 07/.30/96___ DR`i CAUSR427 96212025 _- CA -ENG PBC/CWC SEAN - 93297 FROM E.D. MAYBRA-MARK 0 IIAYBEE DRANDSTATT - T-1 SCISS 3.75112 BC THIS DYS PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED 8Y TRUSS NFR. TOP CHORD 2x4 FL #] CONNECTOR PLATES MUST BE INSTALLED IN ACCORBANCE U1TH THE BOT CHORD 2x4 FL #1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NESS 2x4 FL Standard :N6 2x4 FL #1: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IDS -91 TABLE NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.69 '. w m 7.3.3. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.73 '. CALCULATED HORIZONTAL MOVEMENT OF 0.58 ' DUE TO LIVE LOAD � ND 0.34 • DUE TO DEAD LOAD. AND LIEU OF RIGID SHEATHING:: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED W NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING ® 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 N.F. OR SETTER CONTINUOUS LATERAL BRACING SPACED ® I2.O0' o,c. co AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. a 3 7X6 a - A 3X40 6 3X4% 6D) 4 3X60 N6 3xs� 2.5X4 5X414 Zi 1.5X4% -` 3.75 3.75 `' 1.500 c 3X49 3X4 n 6 HS25120% HS2512ND � 2.5K 2.5X4a 3X14{ 2}ZI 3X14(FI)O L -D -O T 20-0- "�e 20-0-0 40-0-0 Over 2 Supports -- ) R-1293 M-3.5' PLT Ilp e Strength e i n C a a- UB c3 Ci O C7 Ca Cl **IMPORTANT** i °�°RKz E,"� WARNING a�k,wot:11t"Imac +mm mum O O 0 Q agtATlak TAO>I THIS Otflam as Tauwe<tFwlTtakz. Be ur eo4ctr6. silt xt*•sl AT T►1. sfc rnls 043140C 3 O C7 O wtURt to wito TK Tsbss lk CWGRXUCE atm IN rat 401Tlem SMIAL PCIOUml MKIMS BE O C3 O armcomictoM nE toot a US& GALT. sm- 8"I"S &s" MkUgllts. VUSS *MkVtSE INICatt4. UP O O I O U51 issr KICtfi AS 10TEm. stltt 40MIM n TACH IML 4F L49NO SHALL tt LAttlA10 MAID r1Ta rata Q taus% AW tmLEss atl[skltt 4"0040 U0 Otttfk. rssltlM Lr ATIAcaab FURt00a SItAtlllst, sF1tW al" 0 BIER MWA L P I N © twomm rris In. IPo 4 36814.11. cl1sI t srAmcAM ■IIM FSOPW AtTAOIa 9100 LOU it -- Sts C 3 �, C3 coram wimll , "muss a alos • 113. All A 11mil -S not tUlatCAL Wean (1111*]] lam rave MtEa :3�"'►� a Trls on:" Antttt To To TE at[aerto Imo atvnL uxva teulak Elt+l a core or "USO to 0". so SNLLL No K /0.110• a4m in AN moa MAT. twin to rAE nubs malas c"nactas. O a•-rol - toss /LaTL ImSTITtltE sm - tots milaRAL ocllsll Srtc[rl Canal raR von A7mmuctias r v No.C1384S * Gp i3p9T R-1239 N-3.5" GAI-f&I-I-1-Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0' -Scale--.1875"/Ft. REF R427--61913 DATE 07/.30/96___ DR`i CAUSR427 96212025 _- CA -ENG PBC/CWC SEAN - 93297 FROM E.D. -MARK 0 MAY - T-8 E0P CHORD 2x4 FL #3 BOT CHORD 2x4 FL #3 WEBS 2x4 FL Standard :116 2x4 FL fl: W -I0 & BC FURR 61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. (A)BEXEQUALLYHEM-FIR SPACED. BETTER ATTACHCWITH11(2)S8dLATERAL NAILS.BRACING O GRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.1.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.34 ". EXPECTED VERTICAL LIVE LOAD DEFLECTION — 0.36 (F) SEE DRAWING AILS/E rOR FILLER DETAILS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 j3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS SOLID TO BEARING. * THIS CHORD TO OF BRACED AT 24' O.C. (8) BLOCK. SAME GRADE AS BOTTOM CHORD. 1.5X474 3X10(A1)O 1-0-0_ 33-10-4 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCII REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 36 -0 -SPECIAL LOADS (1994 UBC). CALCULATED HORIZONTAL MOVEMENT Of 0.24 " DUE TO LIVE LOAD AND 0.23 ' DUE TO DEAD LOAD. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. (T)PIDE CONNECTION FOR UPLIFT: 3- 36d COMMONOWIRELNAILS TO NAICCONNECTION NAILED FOR 5X6- BEARING. X 3X6(Al)'9-9-6 (T) -0-0 2.5X*4 O'9 -O 20-0- 20-0-0 _I 40-0-0 Over 3 Supports Rm1641 H-3.5" R-156 }l-3.5" R-1040 W-3.5" PLT TYP AlDine esign Criteria: U c C7 p O C3 CI ED •k]MPORTANTtk ALPINE ENGINEERED 1OODOtTf.'". WARN TIG "OSSE5 Kwu"IsCNE CAIX SPALL NOT RE ltso'Sll6LE fol 421 IN NAMING. CAI PION AND E� E� C3 C3 witnok non TFIS DESTL7 CII [NESE uECIf1CAE[c/S. OE A71 SAAC[RG. SEE "16.01 By TPI. STt THIS w"m C3 C3 M C3 rAILWE To 6UL0 THE TRUSS P CC4feAPANCE N1TN TVI JOA AMITIONAL SPECIAL PERNANINT OUC[NO RE p Q CM C3 ALPIu CO"NECIDIS at WOE OF 1004 Gut. STEEL MCTINO +STN OODUPIRTS. UNLESS GTPERRISE INItC41t0. TP Q O Q US] $UP EXCEPT AS NOTED. APLLT CWPtCTLOS TO EACH FACE or CROUP SHOAL It LATEDALLT BRACED 6101 PROVEN TRtlf 40 CRSS OTN[W iE 40,A"a OV TMS DES1sV. POSITION LT 411ACM0 PLT%%D SPEATRING. 601[07 � C3 ALPINE [� ICRR[CTOAS PER 014vt S 130. ISD R ISD& -F. OEs. LN STANDARDS 811E VAOgRAT ATTACNN $[DID CEILISS -- sa \ LCOTPtO VuPPLICUCE PROnSIONS OF NOS A rP[. AN t'G(IrEER-S WIDE ft"WLL Mi4Tt 4111110 rot AMPES �T �\ \ SELL a TINS DRAIM APPLIES 10 THE CO"POWI? D[PWIS PCRE RRTRALL AP►:ICAtl"' OOUIISN A COPT O� thU LR.], .(lX` ��rr ++#�.."\\YYrr------"��ff IAI CRI. Lt0 SNPLL PDT CC R[LI[D IPON IN AW OMER VAT. DESIGN TR T"[ MISS UttIrIc" CONTRRIOt. E� E� EJ U E1 E_) ...TPI - IILLRS ►LATE [NSTITUI[. NDS - ILSL NATI6tLL C431GO SPECIFICATION rot VOOO CONSTROg107 ftC43845 A Eq 63097 LAI -111-1-1-1r TC LL 16.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0" i r m to m scale REF -. 11319-1r1 . R427--61914 DATE 07/30/96 DRi'! CAUSR427 96212026 CA -ENG PBC/CWC ; SEON - 93295 FROM E.D. . T EOP CHORD 20 FL ¢1 ROY CHORD 2x4 FL #I WEBS 2x4 FL Standard FA CONNECTOR PLATES DESIGNED FOR GREED LUMBER PER NDS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.26 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.29 '. 4X6(R)L1 THIS ONG PREPARED FROM C014PUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE IUSTALLED EN ACCORDANCE WITH THE REOUIREMEHTS OF I.C.B.O. RE5EARCII REPORT #2949. CALCULATED HORIZONTAL MOVEMENT OF 0.24 ' DUE TO LIVE LOAD AND 0.22 ' DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION. A RIGID CE1tING OR 2x4 #3 IE.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8 (Al )0A im o kmA 7- 1.0.0 1-0.0 12-0-0 B14E 12-0-0 =1 24-0-0 Over 2 Supports R-796 N-3.5' E3 [=I 13 C7 CZ) 1:3E� 1M C: 3 E3 O 1z CI m ED E3 ED //ALPINEN TRUSS�//' C7 I= CM O 1:__3 c3 —IMPORTANT" HPINE IAtSLJi"'$"` PLDDUCTS. IRE. ITARNI NG "Russ" REQUIRE 1311KNE CALL SHALL Of BE RESFOMmea f0\ off ID HANDLING. ERECT100 AR) E3 Mfthrics ft0t TMS DES1SA9 ON THESE SPEp►ICA"014S. Dt LSV ORACIMG. m- HIS -lit OT TPI. SLC TRIS OESM I] FARME TO 110119 THE TtUSS Qf CONfUUKE R1TH TPI FOR AODITIDUIL SPECIAL PERMASCIT IRACINE LP Q 40141 CCERECTOIS AEE MADE CF 740 EALV. STEEL MEETING ASTH CU9REMERTS. uw tSS 9111LRilfE INDICATED. TOP Q &6111 AaH CIC[IT 0 NOTED. WAS CONNECTORS TO CMCH MACE Of CIC9D SHILL DE URCIALLT ERACEO VITO PROF0 TRUSS ANY LRLESf OTHERRISE LOCATED ON TOTS OLSICN, POSITION Lf ATTACKED PLTVO49 SNEATHINi- SgTfG1 ce"I COR11LCT0\1 I[t Dt019GS ISO. M A L60A-f. DESIGN STANDARDS RIM FRCFERLT ATfAChY01194-90 011\9116 -- SEE CONfOIt v1APIl1 CAIS P4011510111 or NOS At TP9. IW EAiGIAEO'S Yllllt TLCHHICAL VIOATC (17111111 PCO PR6Ftt SEAL 411 TA91 11tlt1% APPLI9S so we CCPICOw C .". ILI[ 04fYA:l ADPLI C►TI Ot. (URxttt L C4>► Ci THIS 1(� It ONLY. 40 SIOLL HOT Ot 81I1E01PCA LR AHf OTHI\ VAI. OESUN To THE Thus$ ELECTIQN 901fut Ct. •--TPI - R-796 W-3.5' c 1 1 6 r �— gi0f [S TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF 043845 BC LL 0.0 PSF Ev.63D91 * TOT.LD. 31.0 PSF CIV Dl1R.FAC. 1.25 fOECt,1lE��- SPACING 24.0" Scale-.25'/Ft. REF R427--61915 DATE 07/30/96 DRIB CAiJSR427 96212027 CA -ERG P8C/C11C SEAN - 93299 FROM E.D. — w CS) tD CTI MAYBRA-MARK 0 MAYBES BRANDSTATT - T - TOP CHORD 2x4 FL #J BOT CHORD 2x4 FL SII WEBS 2x4 FL Standard CONVECTOR PLATES DESIGNED FOR GREED LUMBER PER ROS -91 TABLE 7.3.3. CALCULATED HORIZONTAL 14OVE14ENT Of 0.13 " DUE TO LIVE LOAD AND 0.12 " DUE TO DEAD LOAD. 5X6 (R)II TH[S ONG PREPARED FROM COMPUTER II[PUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS Of I.C.B.O. RESEARCH REPORT #2949. NOTE: DC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16-B•SPECIAL LOADS (1994 IIUC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTT014 CHORD. 3xe(Al )a L -o •c 12-0-0 12 -0 9-3-12 9-0-4 5-8-0 24-0-0 Over 2 Supports j R-802 W-3.5' Jim R-738 41-2" E3 +8-0-0 w m 1`D m LT a esicin Cr teria: UBC 17.3u6 CAI -111-1-1-/F Scale 25 ft. O o 0 0 [� [3 0 C3 C3DtTIATIOCN C3 mfl � O C3 !] C� O C3 Q Q c:] O ALPIN MTRUS�� oocl000 **IMPORTANT**'* u►142 COGINEEEEDFAC"IS. INC. sousour BE 96PONStaLt rat ANT AO FROM THIS CESIUM 01 rIQSE SPCC1FICiTmms. CS AT FAILCAt r0 BUILD UQ TRUSS IN COI MANCE BIT" rot xnu cm�Ecrats AM luoE a zoAA Gut. srtu MEEnw un ASS* CRA1` ESCCPT AS W370. APPLT COrI<.CIORS TO EACH FACE CP Tags, ASP LOICSS antntSE LOCATED N TIDS DESIGN. POSITIOR catCnts to stuns an. lto C ICDA•►. DESIGN STANDARDS CCA►OtN t1APAICASLE FAOItSIM OF IAS Ar►I. AN ENCINEEI'S jc4 Ch ms rAARIRt Athin TO INE CDN..WLT DEPICTED HEu It A*ttf* ��NDS 3-4 -]SUMER MAI IM CT/I," MANNING TRUSS[SaEODINE EXTREME WE IN HAN0.tac. ERECTION AVD $14CIKS. SCE HIO.91 CT TPI. SEE THIS DESIiY rOt 100[l[0A1LL SP(C IAL ftRNANCNT BRACIHS It OwstaIKT%. uetas On11VISC INDICATED. TDP CROLD i941 BE LATERALLT MCEO WIN PROPEL LT 111`0010 FLTVCCO SHEATNENG. BOTTOM CHOLD NITS PROMLT nrACNCO RISCO CEELIK •• SEE a.TRUI usalctat4a rOW1fY 1 C[P► Cr THIS ALPINE TEttCTEC4 trum I113033 FCO PROPERI111 CC TRUSS ICO TO C&TIDV tCx INATIONAL RDIIS LOQ r�� S yA 04 V Ho 043845 P•- :ii Em. 63491 * s Ct�Y�� t � l�I�Or C�"`O�� TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF $C LL 0 .0 PSF TOT.L0. 31.0 PSF REF R427--61916 DATE 07/30/96 DRW CAUSR427 96212028 CA -ENG P6C C41C m SEON - 93303 DUR . FAC. 1.25 FROM E. D. SPACING 94 . 0�� iltlS�l PIAT(T1111 ". DESI4V SNSIFEC1PIFBI VOODE %TW (HAYDRA-NARK 0 MAYBEE OP CHORD 2X4 FL Al OT CHORD 2x4 FL 01 REBS 2x4 FL Standard NDSTATT - T-11 TSC W -EXT TC THIS OVG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES 14UST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #12949. NOTE: BL CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16•B -SPECIAL LOADS (1994 URC). OURECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -91 TABLE '.3.3. :ALCULATED HORIZONTAL MOVEMENT OF 0.13 ' DUE TO LIVE LOAD IUD 0.12 - DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8(Al)O t•o•o - 0 9-3-12 9-0-4 5-8-0 24-0-0 Over 2 Supports I R-802 W-3.5' R-138 N-2' L P. AlDine Oesi n Criteria: UnL uo 4PINt EBGtlEtt10 PRaGCEts. INC. WARN I 116 T1u0i11$ urn RE EXTREME CARE $NUL Dal DE 11r94MU ►w ANT a DLINS, latclION AND Q4pfC5 F3 1= C7 C7 C7 0 **IMPORTANT** 0 C7 C7 C3 Denman rtDN Eats Device al Tait snclr]tATlG . aANT BRACIUL. SEE 1113.91 DT TPI. see THIS DESIGN I C7 O ►gL1AE 10 BUILD h� INOSE N CCBroR11ANCL YIDY TP( FOR ADOmtRul sv[cIAL rtGNUQ@r BRACING RL I] M (3 O ALPIkE CONNECTOR$ IDE DAD[ Or IGGA GALT. STEEL ME Ef[N3 ASTM C"On SST5. 6 1LATCSS LATERALLY3SE INDICATED, TOP O O Q A03 6Tll EXCEPT AS ]NICO. AfPLr CCORECTOR3 TD t►Ce PACE CP aaDD f1IAl1 DE LATCRALLr ButtO Etta PROPER K 4-P ft C43B45 r TOM ALD ONLESS 411114Vrst LOCATED OA TnIS DESIGN. 0341`104 a ATTACI[D PvvccD SY[AT1118G, eOrTt/l tI CID C3 C3 C3 ALPINE CWKCTDOS PER O WING$ INE. ISO D Igor. DESIGN slamTOs vtTN PROPERLY RirACr;D RIGID CE:W4 " LEE EV. 63011 Conan V/APPLICABLE ►1OTEEUD$ Or OS D TPI. /R EHON@X's A1PERt TLCOIM IYDATE CIl]/311 EOR PROAED IT O SEAL oo rens OlAe 180 A►REEA TO TDE QSKPERT 0[PEtt[D YEtE OLw%3U APPUCATIOL ALYAI$S A COPT OF THIS � TRUS�►` a DNET. LLD SNANI NOT 1e ES TO ePOD IS AAT ODER TAT. atsm TO TUE TRUSS HECTICS CONIAUrOt. sj� PVI -0���� C3 p p C] C� O ...TPI - TAWS, PLATE INSn TVR RDS - 1191 NATIONAL Dtsm SPECIrrCAT1OY FOIL YOO CCMSTRUCiIOe P R Scale—.25"/Ft. REF R427--61917 DATE 07/30/96 DRW CAUSR427 96212029 CA -ENG PBC/CWC- SEAN - 93308 FROM E.D. TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF BC LL 0.0 PSF TOL LD. 31.0 PSF DUR.FAC._ 1.25 SPACING 24.0° R Scale—.25"/Ft. REF R427--61917 DATE 07/30/96 DRW CAUSR427 96212029 CA -ENG PBC/CWC- SEAN - 93308 FROM E.D. MAYBRA-MARK 0 MAYBEE BRAIIDSTATT - T-12 COMN W -EX TOP CHORD 2x4 FL 11 BOT CHORD 2x4 FL #1 REBS 2x4 FL Standard CONNECTOR PLAIES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. III LIEU OF RIGID SIIEAINIIIG: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACCD 24.00" o.c. III ADDITION, A RIGID CEILING OR 2x4 #3 11.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I 14-0-0 10-0-0 _I 24-0-0 Over 2 Supports �I t R-802 W-3.5" PLT TYP. Al . Dine Desicin Cr ter a: USC O o o C=I o o **iMPORTAtIT** UPILIAISMN:N 0EE1[S►ONSI4L[ IDlI L1► WARNING cHAgNS0l1ENc'� [xr[�iSLV«w) 0 C3 � IETS1T10t FROM THIS DESIGN OR THHE SPECIFICATIONS. DI FVC IRK [NG. SEC H[4.91 RY iPl. SCE 1H1S OES:GV C7 C� C=3 C� T11101E TO [VILD THE CALLS IN COWDIPMCE NICK TPI FOR AOOIiIONAi SKCIAI PE1tlAN(NT Bl1Ll Nf LL Q C3 C3 E:3 unNE COVTECTORS ARE mot OF 2081 NSR. STEEL REETING ASTM QOININ(NTS. ORILSS O"NVISE INDICATED. TOP C3 O Q Q $451 9137 LI IPT 1s NOTEO. IO'PLT CONNII[OAS TO EACH IAL[ Or CHOW SN4L RE LATIAgIT ItAC(O KITH PROPER O T1OSS An 83UU OTHRYISE LOCATED ON SNSS DESIGN. POSITION LT ATSACAEO ►LTROOD WATH IZ. OOTTOH CHORD o A L P I N E (] CCNAFCiC1S ►1.F ORARINCS ISO. ISO 1 IGOA•T. DESIGN STABOAROS NITN PtO►I/LT ATT►CNEO 51610 CEILItlO •- $[[ ' 1 < \ <ONTtAk RlA►/IItALL[ ►101121DV1 OF NOS • TPS. AN EA0[NLQ•S k►1 N[ T[rlwltAl R►LITE ITI71911 FCA PROPER O T U S ��---++\\��O^.+ SER ON IMLs ILAY[N6 APPLIES FO TIN! COMPONENT O:PLUEO MCRC ORTNAIL 1PDl ECAT IOb FOLRISN A CWT OF THIS IN ORLI. ARE SNltl LUT R( 111.110 UP4k IN ANT OTHE4 VAT. 0[f LGN TO T4 T1RSS EIECTIRR COIIIAACTM M C3 C 3 C3 � •••n1 - ntlsf n4u ItsnmT[._ ADS - 1991 441304AL CESIGR SPECI►1t/tICA' Cot RDoo tOuSTAD;rrON )SE R-738 W-2" Ma 043845 * ETA 63all +8-0-0 LAI -III - I - I - Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF OUR.FAC. 1.25 SPACING 24.0" CD w w 0 0 3 33 1; H Z 4 z z 0 Scale-.2S"/Ft. REF R427--61918 DATE 07/30/96 D RW CAUSR427 96212030 CA -ENG PBC/CWC S SEAN - 93312 FROM E.D. 61AYBRA-MARK 0 MAYBEE-1 BRANDSTATT - T-1 TOP CHORD 2x4 FL $1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONVECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ROTE: BC CHECKED FOR 1D PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 U80. 4X4- THIS MING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14FR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. IN LIEU OF RIGID SHEATHING: yL TOP CHORD TO DE URACEO BY PROPERLY ATTACHED PURtIHS SPACED r 24.00" o.c. IR ADDITION, A RIGID CEILING OR 2x4 #3 11.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. m MUST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. to 0) 1 -C -Q s Ir I2-0-0 1 I2-0-0 24-0-0 Over 2 Supports j R-798 W-3.5' )3 R-742 W-3.5" -E, ► 3 +B-0-0 m w m U 3 rD 'D M Z 4 G) H ®Z N H Z 0 TILT TYP. Al ine esian Criteria: UBC 17.3u6 CA - L - - Scale -. 5' Ft. O O O O O O OO Q O CM O O CZ) L7 O O O O O O Q O O C:3/ALP INE O I *RIMPORTAfiT** Smi" UTG1MRt11D PRODOCCL. W. 11laL BUT R[ tiSp4NSIBLE sot Lvf CCIIATION SAOM TPIS DISISM oA tmESC SPECIFICATIONS, OR WIT FAILURE TO Fntc int Tom BR 4CV*CNMAMCE KTP TPI Amit cRR1Icrois u[ Not of t0G4 alas. STEEL MEETING ASIR Am Gal EXCEPT v MATED. APPLI COvNICTUS TO EACH FACE OF TLUSS ABR 1RLESS 4Xt0ER91SE LOCATED 44 THIS MIGM. PDSITION CONrunBS PIR BtLtEBaT 130.150 R IRt4-P. 04164 STANDARDS 11" 1141: COHIDW VIAPPLICALSC 09011314/3 Of BDS B TF1. L+I ENEIB[E9'f 14ARNIIIG TRUM292 RE4UTAE 911910E CICS Es NIS4tMn.. EALCTION Alm EOACIK. St[ MIS -91 01 TPI. Sit I1d$ GESIG4 PICO uOITIW 4. SPECIAL PERMANENT ISACENG It WIMIXE011S. UNLESS OWERNIS[ 113:41196. TOP CADta SMALL B9 LATERAL0 IRACID III" P90FIR a ATTACHED PLT90OR SHt11NIBG, 611144 (Maio 4378 PROPERLY mAcNLO At(rR CCILIBS -- SU AWI9t TECHNICAL UPDATE (ff U91) FBS AACPER gQIC$ �I,a� 47�� 5 �A ccs °� � N6.it43845 ~ "' 63p91 TC LL TC DL 8C OL BC LL TOT. LD . OT/. 16.0 10.0 5.0 0.0 31.0 PSF PSF PSF PSF PSF REF R427--61919 OATE 07/3019A 0R11 CAUSR421 96212031 CA -ENG PBC CIBC SEON - 93314 FTIAC. 1.2115 FROM E. DOnO Ca ` 1Q5.`\YroJ,IM SEAL ON IMS ODUNS APPLIES TO TMC COMAMW MCRC OMLI. 1RG TRILL A14f B! BELIED WOtl ]A AIY OAQII Vaf. ORI9ALL APPLICATION. rU%%ISF A COPT 0' TNl3 O[S1 GN TO TME TOUSS LE[CfI(6 COMTRAUDL. 1 �IffOiInixi _ _ SPArING 24i.Vu •..1P1 . TnrtS PLATE IRST11011. NDS - L991 NATIONAL CESIGN SPECIFICOIOR f09 9000 (CBSTRBCTID\ _ (MAYBRA MARK 0 MAYBEE I URANDSTATT - 7-14 HIP (B'SBl 1 -PL TOP CHORD 2x4 fl. #1 :T2 2x6 FL X12; BOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 17.3.3. 'USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"Oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO RIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR $3 OR BETTER @ 24.00.Oc. ATTACK WITH 2-36d NAILS S 2x4 01AGONAL BRACE PER H18-91 13.2.1 FIGURE 33. OR HIB -91 SUMHIARY SHEET (FRAME 3 TIIRU 6).OR CA -HIPS DETAIL C0310. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-01-14 FT. ac.. IIOTE: REACTIONS R & R3 ARE FOR ul CALIFORNIA [IIP AND #3 CALIFORNIA HIP RESPECTIVELY. (B) BLOCK. SAME GRADE AS BOTTOM CHORD. 4x6,0 3X8- T9 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. CONVECTOR PLATES MUST BE INSTALLED III ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. VOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH FABLE 16-0-SPEC)AL LOADS (1994 UDC). #I HIP DESIGNED TO SUPPORT 08-00-00 JACKS WITH NO WEDS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR- PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 111 LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACIIEO PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6 t%.01 - .1-0-0 1 8 0 o I 8-0-0 I 8-0-0 _I 24-0-0 Over 2 Supports I 8)a 1.0-0 R-1790 4r=3.5' R3-6200 PLT JyP. A ine )esfqn Criteria: u c ALlER07 RE[REStE WIG1oDSDSLf ;CO`DIRE III a CRSIBL[1`0AYo p o C3 n o**IMPORTART"N ►IID E3 C3 C3 E3 OTIEATION FILM TMS DESILR 01 IMSE SPECIFICATIONS. 01 LVF SWIM- SEC 510.9L BY TPI. SEE -S DES14R' Q E3 C3 EM IUlt%E To RULLO INC TROSS 1.1 CCAIMNANCE VLM TF1 10% II'XIlaAL SPECIAL MmNAOENT Si1t1NG DE C31 C] M ALPIAt CORNECTOLS ARE NAOL 41 MA 6111. STOL FtETINO ASTN aU1LERIMIS. 0ACY1 OrNMin TNDICAM. TOP O Q Q Q A055 4211 LICEPT is Name. AFFLP Cal1EcTOK TD Ea" FACE or Cam SNAt KLATCRur BRACER In TN FRCPE Q TRUSS AAO UNLESS OTM41ISL LNCATER ER 1Rri OESI41. POSITION LY ATTACRLO PLYWOOD ECIMWI. BOTTOM Cl -0: A L P I N E S cammEc= PER aLmoas Lia. LSa A T60A•r. DLSILN 1TAAOAIDS 6119 FROFEW OUCH10 E14M C[ILINL -- SEE E� CC9ran VIAPPLTC►RLL g0llfla9s Or NO3 E TPI. AN Els[Ot[R's ALPINE TECRUCAL w7ure 11/1/911 FOR FEOPiR O SCAL ON UQS OUYINL Wll TEs TE THE CORFOCENT 0[PICtio DEN[ GOVIALL APPLICATION. 1`0111119 A COPY OF MS o TRUS W pail. ito S"LL NOT AT RCLIER OPON' 11 ART OTRCR NAC. a[slcn To Tot TRUSS IRLCTION 0WRACTOR. E 3 CC=] Cr -33A C3 I"JI I ...TPI - MRS PLATE INSFITUr[. LOt - 1111 UTIONLL OCsIGN SP(CIrIQT1ON roi 8000 CONSISGCTIoN R=1790 W-3.5' R3-620( 0 +8-0-0 e 7r%l REF R427--61920 DATE 07/30/96 DR w CAUSR427 9621202 CA -ENG PBC/CWC SEAN - 93316 FROM E.O. A-7 ■ IL•, �pf[S TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF No.c4iB4,ri 8C LL 0.0 PSF Eq.63D91 >k TOT.LO. 31.0 PSF c DUR.FAC. 1.25 fOFCAl1`0� SPACING 24.00 e 7r%l REF R427--61920 DATE 07/30/96 DR w CAUSR427 9621202 CA -ENG PBC/CWC SEAN - 93316 FROM E.O. A-7 ■ IL•, TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance VwIlUr LU1.011UII Plan Approved for: Sewage Disposal Clearance for dwelling. Other _ Hold f;nnl fnr- Final NOT En Water Supply: E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. / �LAOIT ouz - - AP# Public Private Well nmental Health Specialist Date 1.