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069-570-041
I ND. 06 9'-570 0 Y/ -cc ;DF/BUTTE COUNTY FIRE INCIDENT LOC DATE 916102 REPORT TIME 10:19 INCIDENT NUMBER 1_____10722 LOGGED BY LOCAL FIRE NUMBER ►tea ' RO STATE FIRE NUMBER BI CASE NUMBER;�6iwei MEDICS LOCATION 111 EXECUTIVE AVE RP SILVA PHONE NUMBER WILDLAND FIRES ❑ ESTIMATED ACRES STRUCTURE FIRE RESIDENTIAL OTHER FIRE MEDICAL AIDS _ PRA L11V i89-5644 REPORT METHOD 911 FIRE INFORMATION FIRE INFO SENT HOW EMAIL 7] BY TGC 7 -DAY LOGGED ® INITIALS JK INCIDENT NAME EXECUTIVE OVILLE M ECC ❑ ` TO PSAIOTHER i START DATE _ 916102 START TIME 9:58 HA; MAT y -� DIAMOND # 1.1-1.8 COMMENTS CAUSE SMOKING LAND USE DOMESTIC ACRES 0 TYPE OF ACRES ®�® DIAMONDS ONLY $ DAMAGE TYPE ______ DOLLAR DAMAGE 4000.00 SAVE 180000.001 INJURIESIFATALITIES ❑ # CIVILIAN INJURIES O "f # CIVILIAN FATALITIES 0� EMD ❑ OES ❑ # FF INJURIES = # FF FATALITIES 0 FC40 INFORMATION FC4O ❑ DATE OF FC -4O INC AGENCY INC # INC P# R4 FC40 COMP DATE FC40 COMP BY County Notifications ® EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ I . NOTES RESIDENTIAL - 7 - --- - '- 069-580-M 99-2592 PERMIT NO.- -MALAMAR EXECUTIVE AVE., OROVILLE CONTR: MALAMAR f T I NEW SINGLE FAMILY 'k a1 g -44J// 'I t! SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY f Address I Ria A::7 1 f ELECTRIC 9 I Meter By t,. JOB FINALEt Signature s., w• t. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY f Address I Ria A::7 1 f ELECTRIC 9 I Meter By t,. JOB FINALEt Signature V = OK 0 = Not OK - = Not Applicable • = Not Ready ,' : . ,MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ - /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG It MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's 7. Well Clearance & Discorinect 2. 8. Utility Clearance Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shlhg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except tt's Card B-1 Date Card B-1 >"; 1'Z6ning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Carl. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 It MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shlhg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric t 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL Date Underfloor (Plans) OK except #'s Card B-1 Date ing-Setbacks- Easements- Flood- Slope Date Main; Soils-Elec. Grnd.-/ /" Fig. Depth Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth A.C. Ducts Insulation & Support 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers- D.W.V.; Fall -Fitting -Test- C/O -Se rTest 10. UF, Gas Pipe; Size Anchors - Yard Gas Pipmg; Size Test 1 Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. :�i 4. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies X15. Access & Ventilation 16. Insulation Date;,2-,Q B-1 Date Card B-1 Date (Q(j Card B-1 Date Card B-1 Date f, f JPLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 0, WN ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection -2n SShaver Pan;_Test, First Floor -Tub Access �st Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Dat z..9 /p Card B-1_ZW Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fix!j.ve & Transformer Clearance -Ins. Protection EI c. Receptacles Spacing -Lights & Switches at Doors 2"".—Size Boxes & No. of Conductors Stapled �e no ex Installed Close to Edge of Studs & C.J. E uip. Ground made up w/Mech Fasteners -Bond Gas & Water L&r2 Appliance Circuits in Kitchen & Conductor Size GFI -e9-8obfe0-Wi79'Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga(2>- Al -Oven Circ. / / ga Cu or At Insulated Neutral s O No s & Ground Mai Disconnect Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date 9b Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 2. Bearing Walls over Girders & Floor Nailing 3. Draft Stop in Walls (rat proof) 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) gars -Post Caps -Anchors -Connectors _L,Off. Cling. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles b%-'g'd-rm. Windows or Exiting Doors -Sill Ht. & Dimensions w00 Garage Fire Protection Framing perty Line Firewall & Openings }5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection [5 wood on Roof Overhang -Attic Vents -Rafter Outriggers eneer 92�ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59_-6ihear-tNalts-,-Nailing-Bo Its 60. Br Interio xteribr Wall P e s 3 . Insulatio 62. Infiltration -Walls -Windows Dated % Qy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector jow-Furnace Vents -clearance -Comb, Air - Connector -! rage; Above Floor -Ducts -Mach. Protection Afif'.o'Be0Fd0o5m Exiting 67 F.I. & Bath Fixtures & Tub Access -Spa gar Elec. Trim & Subpanel, Breaker Sizes & Labels 6�. Stairs & Rails ce or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. . Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance le lets & Receptacles at Kit. Counter (7—'Garage Fire Door; Swing -Landing -Closure 75. cin arage-Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection A< PIb Elec. & Mech. Equip. Listed for Location 2c—Receptacles in Garage (F.F.I.)-Romex Protection LX'i in Attic 0. Guard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./DriveDAs ❑ No/Walksr7-*S 0 No/Planters 0 Yes C-.jM Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ct, Electrical, Plumbing it: riff for Elec. Trim, G.F.I. Receptacle -Underground le'ventiiation Throughout House /o'C frections from Previous Inspections s Test -Meters Tagged, Gas -Electric A25mter & Sewer Connected -C/O to Grade -HD Aooroval Address Posted Certificate -Other Certificates Date AP j6A Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OC Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES L 411 Main Street * Chico, CA * (530) 891-2751 - 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE 3-1 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -- T : -v c. 7., Date y Inspector NZ REV 19192 COUNTY OF BUTTE • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -' 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. x_ Date V Inspector REV 10/92 r: COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Io I.3 • :ii Date Z O Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION .NOTICE OWNER PERMIT NO.4._-- A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �'3 W 7 1 � R' 7t ' y r• r, F COUNTY OF'BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES= BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)-538-7541 PERMIT RM�T NO . (Rev. 12/96) -• APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER069-570-0 1 c ZONINGARI BUILDINGPERMIT OWNER MALAMAR TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 1001, OWATONNA, MN 55060 CONTRACTOR'S NAME CHARLES DUGAN ELEPHON T,589-.2220 CONTRACTORS MAILING ADDRESS 43ESECUTIVE AVE.. , OROVILLE CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS _ _ Fireplace Total Valuation $ ARCHITECT OR ENGINEER I LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 11 EXECUTIVE AVE.., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME ' PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 'TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilitiesE] Installation ❑ Other ❑ Describe Work: TU"RAY POWER FOR NEW SINGLE RMLY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Y Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I. hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect.P License Class ! Lic. No. % r �,� ' " 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. ❑ lam exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. so OR ADDNS. ( d ACC. BLDS. 3.5ttFT. NEW CONST. MULTI -OUTLET NON-RESID. �G 7.SO OWER APPARATUS S SINGLE OUTLET CIR. 20 @ 100 EX. Occup. OUTLET OR FIXTURES BAL 50 Ex. Occup. oFlr. Aa D OEA. 5.00 Temporary Service 23.0011 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 50 .00 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 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 - O'Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating ---Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 50.00 HAZ. 0. FEES IMP FLOOD CDF pggCEL ro 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. BA& I _ Date/j PERMIT EXPIRES ON X 2�� Date Receipt No. % i� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � 4::+:�r�r-�-F«.Mv+ir ' , �y�',',"��ti.�^'".---..'.w.+•.•�;-'-.---- �----`•-.•.--....at..q-�••.-.•....,.-,*.-•.�.-.-.-..---�::r P 01 11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive • Oroville, California 95965 Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) & APPLICATION AND PERMIT ASSESSOR FARCELNUMBERO6^ 570-h' 20NING� BUILDING PERMIT OWNER MALAMAR ,. ti TELEPHONE SO. -FT. - OCC. BUILDING -VALUATION `o TS Q9 7A6 . OWNERS MAILING ADDRESS P,O*BOX 1001 „iATONNA, MN 55060 98 TT 9 5 b CONTRACTOR'S NAME OWNER fes( TELEPHONE 4 ' rila i CONTRACTORS MAILING ADDRESS 1 CONSTRUCTION LENDER t LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ lf; ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 -Permit Fee $ 6-50.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 1 Plan Checking Fee $ 492 50 BUILDINGADDRESS 11 EXECUTIVE AVENUE OROVILLB ._ [ • l EXECUTIVE 1 Y L1 * Ener Plan Checking Fee Energy g $ �� $ PERMIT FEE $ i 4 LOT NO.SUBD �� NISIONS NAME LARER�DGE VILLAGE PARCEL MAP PLUMBING PERMIT Flin Fee 20.00 g 'tiEach 'USEOFSTRUCTURE SF )p Duplex ❑ Mobilehome ❑ Other SPECIFY Trap t)l' 7.00 6f on Solar or heat pump water heater 23.00 . Water piping 15.00 1 i Each gas water heater or vent 15.00 Iq on p TYPE OF WORK �- // t, ;,t.Ltj ��/! ..New "Addition ❑ Remodel ❑ Ufilifies ❑ Installation O Other ❑ / Describe Work: ~ NEW SINGLE FAMILY DWELLING + 3 BEDROOM, 2 BATH Gas piping stem 1 - 5 outlets 15.00 i �n Buildin sewer 15.00 � f1E1 Mobile Home S G W @20.00 ^ y PERMIT FEE $ 150.00 GARAGE 22 X,24 ,COV DECK 42 SQ w ELECTRICAL PERM,IoR I Fling Fee '"20.00 a00Mw*�st Main Service zo.A OR LESS 23.00 23 . CSO LICENSED CONTRACTOR'S DECLARATION f 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 Ofce and effect. / mss— 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: ❑ r 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 Main Service 200A To 1000A 46.00 NEW CONST. DWEWUR NG OCC , ' 3.52so 78' ' OR ADDNS. ( 8 ACC. S. N"ONRESD. MULTI.OurLET @7,50 POWER APPARATUS a swGLE ourLEr C.. OUTLET OR FIXTURES 20 @ 1'00 EX. Occu BAL @ .30 F XED APPU�. OR 5.00 Ex. Occup. ouTLErs RESID. EA. Temporary Service Mobile Home Facilities Misc. Wirin k2l'. PERMIT FEE S WORKERS' COMPENSATION DECLARATION I here) y -affirm under penalty of perjury one of the following declarations: ` O' I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance'carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of of one hundred dollars ($100) or less.) 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 thosepro isions. 00, X swT Date �� % �' Signature of Applicant _,,P� Owner 13 ontractor ❑ Agent An OSHA permit is required for excavatio s over 60" deep an j demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating DITAL ACK 2 30. i Cooling S •o Hood 6.50 .50 Ventilation 4.50 PERMIT FEt $ 76.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 1 : 00 _d8C '(T CONSfiIV,PE 150 .` u T_ AL FEE $ _• HA2 _ D FEES' IMP Vrf � FLOOD CDF `PARCEL PD HD ISSUE This permit is hereby is ed under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,,--- -- - / By 4 _,/il�'r� r% '" 'Date PERMIT EXPIRES ON �. � /! z _ / (Da te Receipt No. C���y r `f t. ,. %�f� / n �• 7t WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK=INSPECTOR 'GOLDEN ROD -APPLICANT 06/13/2000 07:34 PEEKS — CH I CO � 5892485 NO. %9 002 ABS - AMERICAN. BUILDING SUPPLY, .INC. FLUSH DOOR SPECIFICATIONS use - 1" WOOD STILES - V FIBER STILES - 1-5W FIBER RAILS - 1.518" FIBER RAILS SQUARE EDGE - BEVEL ONE SIDE - TWO LOCK BLOCKS ;..': - ONE LOCK BLOCK BIRCH - V WOOD STILES - 1" FJ WOOD STILES - 1.518" FIBER RAILS ; ,�.."" - FIBER STILES ALSO AVAILABLE - SQUARE EDGE "i` 1-51.8" FIBER RAILS - TWO LOCK BLOCKS . _ -BEVEL ONE SIDE LOCK BLOCK REQ OAK PLAIN -SLICED :,�=r:N" x _ ..u:=:t':": PRIME 6 SIDES - {" WOOD STILES - 1-518" FIBER RAILS -y - SQUARE EDGE ; TWO LOCK BLOCKS:f:-M BOOK -MATCHED L66ifL6fiGMOp-' - '1" FJ 11YOOfY 51 - 1-"" FIBER RAILS SQUARE EDGE ; • TWO LOCK BLOCKS HAEMBOARD PRIM COAT 6 1" FJ WOOD STILES FIBER STILES ALSO AVAILABLE - 1-51W FIBER RAILS - BEVEL ONE SIDE ONE MOCK BLOCK • Sacramento Phone: 916-503-4100 Fax: 910-503-4111 ALL 4=3/.0 SOLD CORE DOORS TO BE 20 MIN RA'�Et����" 00 RAILS - ALBIFOLE TO HAVE MATCHING BACKS, RdWARE AND TRACK t 11!2196 I Flush 1 Page 1 PERMIT NO: 9-00 �"\,'Lake Oroville Area Public Utility District 1 1960 Elgin Street OROVILLE, CALIFORNIA 95966 n #f 533-2000 : DISTRICT APPROVAL AND VERIFICATION OF INSPECTION a BUILDING SEWERS This verification form must be submitted to the.Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of `a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: February 16, 2000 Applicant: Applicant Address: MALA1,I1--iR CONSTRUCTIO14 (LINDA AMES) P.O. BOX 1001, OWATONNA, MN 55060 Applicant Phone No.: 589-0505 Property Location(s): 11 EXECUTIVE AVE., OROVILLE, CA 95966 88,-19 LOT 33, Lt?KERIDGE VILLAGE A. P. No. (s): , 69-57-41 Fees due: ALL FEES PAID c Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT `Inspection(s) made and successful test(s) observed: Location: FXV= <<.,7-/v /rve Date: 3-�/- G� By: Lake Oroville Area Public Utility District release to close permit: Date:`?/- cBy. � •Y CERTIFICATIF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS NAQI(�� oa_u ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT # ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 1 1 �� I (1 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �j�J(� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 4`i� i��`Cj � r� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKN SS WEIGHT PER SQUAREF00T INSTALLED THICKNESS 4� 9 �4'31 P lq . KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL IFORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IST C RTIFY�TlSULATION AND/OR SEALANT HAS BEEN INS ALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL WtANDARDSANP REGULATIONS. • SI N UR INSU TION COJT C TITLE DATE MANAGER SIGNATURE -GENERAL C 4TRACTOR TITLE DATE REMARKS: J ` i T 1 SIC -303 S�\ BUILDER COPY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive 9 Oroville, California 95965 •Telephone (530) 538-7541 P RMI 0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-570-041 ZONING ARI1 BUILDING PERMIT OWNER MALAMAR TELEPHONE SO- Fr. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS P.O. BOX 1001, OWATONNA, MN 55060 CONTRACTOR'S NAME CHARLES DUGAN TELEPHONE 1 589-2220 CONTRACTORS MAILING ADD4E3SS EXECUTIVE AVE., OROVILLE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 11 EXECUTIVE AVE., OROVILLE Ener Plan Checking Energy g Fee $ PERMIT FEE S IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ll Installation ❑ Other ❑ Describe Work: TEMPORAY POWER FOR NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. / License Class fj Lic. No. 4LA— 5 Y 9� 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 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 end 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. OR ADONS. ( a ACC. BLDS. so 3.5QFT; NON-ROSID. MULTI.OUTLET 97,50 7.00 POWER APP'R US a SINGLE OLlfLET CIR. Ex. Occu . OUTLET OR FIXTURES BAS @':50 EX. Occup. OUTLEEDTS RES D OR.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE S 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 forthwith comply with those provisions. / X ( �orz/�/r�I?—� __ Date Signature of Applicant - ❑ OwiSer 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 $ Energy Inspection Fee $ occ CONST. TYPE $ 50.00 HAZ. D. FEES ETOTALEE FDF PARCEL PD HD ISSUE This permit is -hereby issued under of the Butte County Code and/or indicated above for which fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate ®/ Date Receipt No. % i WHITE-D.D.S.-B.D. CAN Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE I NO. .Rev. 12/96). APPLICATION AND PERMIT pT-- ASSESSOR PARCEL NUMBER c'�� ,� 1 J / - ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MARLING ADDRESP 0, �� /�� / ,I `� DA)A)� MA Od /_O ( (�� l?[/�W COMRACTORS NAME j:: W,IC-lV -5 TELEPHONE iCONTRACTORS MAJUNG CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation b AACNITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S ARCMTECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ EwILDINo ADDRESS / / /t- y��J, F Energy Plan Checking Fee $ S PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome O Other SPECWY Each Trn 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O �Remodel O l)fil'Ities stalletion ❑ Describe Work: �G7%T/(%G�-� Other O " Gas i in stem 1 - 5 outlets t 5.00 Buildin sewer 15.00 Mobile Home I S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service pw oR LEss 23.00 " Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUR s OR ADONS. ( ♦ AGC. BUDS. 3.50FT. NtVV GUM •MULTFj NON-R6OL 1D. In.ET A @7.SO ( / 10 ' PSO APPARATUS 8 WCiIE OUTLET 010. 20 Ex. Occup. OUTLET OR FIXTURES ®1.00 BAL 0 .SO Ex. Occup. o. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES 4 06 NAZ 0. FEES IMP FLOOD I CDF pAACEL I p0 I NO 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. By Date PERMIT EXPIRES ON �� it S S <s if A. /.,zA/f/,* �i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530),W-7541 PER_W NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-570-041 ZONINGAR 1 BUI ING PERMIT OWNER MALAMAR TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 1001, OWATONNA, MN 55060 17nq IR 99 986 CONTRACTOR'S NAME OWNER TELEPHONE 49 r, 546 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 69n nn ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS 11 EXECUTIVE AVENUE, OROVILLE Energy Plan Checking Fee $ 9,1 nn PERMIT FEE $ LOT NO. 33 SUBDIVISIONS NAME LAKERIDGE VILLAGE PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF p] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 3 BEDROOM, 2 BATH Gas piping sy2tem 1 - 5 outlets 15.00 Buildin sewer 15.00 1 nn Mobile Home IS I G W @20.00 PERMIT FEE $ 150.00 GARAGE 22 X 24 COV DECK 42 SQ FT. ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR UE Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full ce and effect. License Class Lic. NO. ��_/��0 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pro isions. Date ��� Sig ature of Applicant Owner contractor ❑ Agent An OSHA permit is required for excavatioAs over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. �S. so 3.52FT. 78.30 -78.30 NEW CONS ' MULTI. OUTLET NON-REs10. @7.50 POWER APPARATUS 8 swGLE OUTLET CIR. OUTLET OR FIXTURES 200 1.00 Ex. Occu BAS O .so ED Ex. Occup. OFIXUSRa oR.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 121.30 MECHANICAL PERMIT Fling Fee 1 20.00 Heating DUAL PACK 2 30.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 4.50 PERMIT FE15 $ 76.00 Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 "/U CONS '� T TAL FEE $ 1 , 508/60 HAZ - D IMP FLOOD X COF PARCHD ISSUE This permit is hereby Issued under the of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMIT EXPIRES ON 7 applicable provisions to do work paid. / DD to 6 I t ate Receipt No. �'1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN I SPE R O ROD -APPLICANT rh FS COUNTY OF BUTTE -DEPARTMENT OF D ELOPMENT SERVICES -BUILDING DIVISION r• 7 COUNTY CENTER DRIVE - OROV111%' ORNIA 95965 - TELEPHON�) 538-75,41✓ , _ DUI '11 Clio�zx�� �v EDIT APPLICATIONDATA SHEET OWNER: &AMh/e. ASSESSOR PARCEL NUMBER: a f -- i Proposed ui ding Use: 42 S K Building Inspector: Date: 4747 At time of permit application, I was advised the following data must be submitted prior to permit processing ind/or issuance: Date Received By ❑ 174All items have been submitted .------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer ofplans. -- /4;Z- �--9 ,;L-------------------------------------- `. Complete plans, 3/4 sets, signed by the preparer of plans =-= _-__-'----------------------------------------- ^ '❑4 ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- <�V� . gineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- Energy�Design Compliance and supporting documentation.---------------------------------------------------• ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. lous Material Form. ------------------------------------ c4pl-Z 0 --------------------------------------------- actured Home data and installation instructions including Tie Down Specifications. f-�----------- of$ oZ-------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ------- California Department of Forestry plan approval/fees. ❑ Flood elevation certificate.--------------------------/-�4-------------------------------- --------------------- J- -" . Sanitation and plot plan approval �iealth Department. --------------------------I----------------- ❑ 15. City of Chico plumbing permit. ------------------------------------------------------------------------------------ ❑ OF lot plan and business license approval from the City, of Biggs. ---------------------------------------------- 28. Planning approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about Improvements,; -❑`Drainage, Kegal Parcel. ------------------------ tlC,_ fff9. Encroachment Permit for driveway (construction approval prior to occupancy,.). -- L-�--C/- 3-y,- -- ---- ❑20. Pre -inspection for required Request to Building Inspector on E12 1. Contractor's license -information.. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation-cairier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - c- -------------------------------------- ❑ 4. Letter of signature authorization. -------------------------------------------------------------------------------- 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------ /Z-L7-�� —(Date) When you issue the ermit, process as follows ❑ Mail to owner; ❑Mail to contractor. ❑Telephone/ TTand hold for pickup at ©eO office. ❑ Deliver with inspector. Applicant. Date: !� _ % % Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Kir Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ther: Date: ,, By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building EVvision counter, by te: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by 1 Date: Contractor, designer, owner,Avas of the above required data b ❑ phone, ❑ mail, ❑ Building D'v'sion_ounter, by i Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, 11A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES'- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE C?/ 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... —Additional Fees Due ........... 16;2-00 $ 4t R -- Revised Plan Checking Fee ....... $ 2, SCHOOL DISTRICT FEES i (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) [Zf'*'7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A. P. #�/P�`���'—'��� /14 DATE 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT" ��--, DATE % Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -'Budding Div. 2nd Copy -Applicant 3rd Copy - Owner (Rev. 2/97) PERMIT NO: 9-00 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: February 16 2000 Applicant: Applicant Address: MALAMAR CONSTRUCTION (LINDAAMPS) P.O. BOX 1001, OWATONNA, MN 55060 Applicant Phone No.: 589-0505 Property Location (s): 11 EXECUTIVE AVE., OROVTT.T.F, CA 95966 UNIT LOT 33, LAKERIDGE VILLAGE A. P. No. (s): 69-57-41 Fees due: ALL FEES PAID Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and'successful test(s) observed: Location: 0 Date: Lake Oroville Area Public Utility District release to close permit: Date: By: .t~COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-75 41 - Eq NC (Rev.12/9') APPLICATION AND PERMIT Aa7[7fOR ►AACEZ Mlr061 04 m""° picBUILDING P MIT oWNu� 200& r SO. FT. OCC. BUIL ING VALUATION OW►!RV MMUM ADORE77 . r /dd/ OCU Tl1li)h9' !�� S�a� D Go OONTRACTO" ►NYE GONTRACTOR7 Y4900 ADORE77 COWTRUCTM UMER UNCER'7 YARM ADORES! APAP ECT OR ENMWEER ARCW= OR LRONEER4 W 04 ADDREs/7, euacs+oADOREss ETotaElValuationj$= ucwsE Firing Fee S Permit Fee Q,C S VP�JanCheckin Feey Plan Checking Fee i i __M1I rcc sueoNssHAYe /C' D E 20.00 .00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 23.00 48.00 so 3.50 97.50 EX. OCCU OV""' -1 TS �O.EA 5.00 Temporary Service PARCEL MAP PLUMBING PERMIT USEOFSTRUCTURE SF Duplex O Mobilehom• O Other 7PEcsY Each Trap Solar or heat pump water heater Water piping New 01 Addition O Describe Work: TYPE OF WORK Rem�odell 0 Utilities O- Insulation lei/ Di L%%��t\_ , 1017 O Other ❑ Each gas water heater or vent Gas piping system 1 -5 outlets Building sower Mobile Home ISI G W PERMIT FEE $ v ELECTRICAL PERMIT Main Service 600v OR LESS 206A OR LEST Q� O ���'� ) L ------.—.-- Main Service 200A TO 1000A NEt CONST. / DWBLNO OCCVP. OR ADDNS. 1 A Ax. eine. NDr:RF3iD. YUET}OVTLEi POWER APPARATUS i 7NOlE OVnET EX. Occuo. ( ovrLEr OR PwTuRES i 20.00 .00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 23.00 48.00 so 3.50 97.50 EX. OCCU OV""' -1 TS �O.EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 LH=e,tin DD PERMIT FEt S ��p • d 'V Mobile Home Installation Fee S Energy Inspection Fee $ DD IQ K'5 (A "79' TOTAL FEES luZ. IMP4 n.090 I CDFA PAAQtL I WV50165�E This permit is he 6y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ri MICHAEL MANEY � 5A MwRONEAvE. CIVIL ENGINEER OROnLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County January 11, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Malamar 11 Executive Dr. #99-2592 APN # 069-570-041 This transmits.a lateral analysis for the subject residence. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 PA MICHAEL MOO. • 5A Madrone Ave. CIVIL ENGINEER Oroville, CA 95966 RCE 20647 530-533-2131 Expires 9-30-01 530-534-0902 Fax. Butte County January 26, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Malamar Construction 11 Executive Drive APN 069-570-041 This transmits plan check response to plan check comments dated January 24, 2000. Item 1) I have reviewed the trusses, and analyzed the effect on the structure of loads in excess of 5 kips and they are adequate for my design. Item 2) Truss calculations provided by Manufacturer. Calculations provided for foundation adequacy. Item 3) Calculations provided for garage door header. Item 4) Shown. Item 5) Specified. Item 6) Provided. Thank you for your consideration. Yours, Michael Mooney i i CA) U' k, h�axu�s�s—14 &X9ZV77(/S-Pt U&M-b, ufE jQ Vvilo ujku L*e- WXU . l <O • FESS 2- E3). S. l( -.G , AW ,S2'KC 9),i ? L-914 K: , 4 S7- W6L apt 1 0 An • 2.� 42, ��7 m/L -;� c- 2- 1.2 LA, * U,& tw? �Zvfofe- vn�e, 1 L o,1E C21 gac-e A-fPuucD i D k? 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I�h I W DL --2 1 2fo - & [ 4- �� A -z Vlli� V 2 4,11v 4a .42-k t r� Na � N6 Gi 1%i LlraC"I Nat/ gam. �O:,y iStiI U�,- k'-;4Z�Zan 4.v I L'iS L.QJL �( -S-OR-0 L: 13,2 R- A-�jo �u PRALT CAN) . (0V-- Li4 ) A -Y5 -u ,c LL�? cA)z-7 4 Fre-a5u6iz—� _.'5, (y 2�(2YLY-) '`art. -:� 1 0QD kl k2 -,-- I •,� HZ Fzomr NGo� 4,q %QZ �. n CSL rwZ �I I N ►l�: 127.0 6to- e VULZ P U q= L: 13,2 R- A-�jo �u PRALT CAN) . (0V-- Li4 ) A -Y5 -u ,c LL�? cA)z-7 4 Fre-a5u6iz—� _.'5, (y 2�(2YLY-) '`art. -:� 1 0QD kl k2 -,-- I •,� HZ Fzomr NGo� APN: 069-570-040- Plancheck Comments • Malamar Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2. O.K. 3. O.K. 4.. O.K. 5. O.K. 6. O.K. u January 24, 1999 Malamar P.O. Box 1001 1 Owatonna, WN 55060 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-570-041 Building Permit Number: 99-2592 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your structural review letter. Please have your engineer of record respond to the enclosed items. Plans may be picked up in the Oroville office for corrections and revisions. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner APN: 069-570-041 Plancheck Comments Malamar Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all Sheets of the plans depicting the designed elements and cover Sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (E.g., with regard to geometry, loading conditions, etc.). 2. Provide truss calculations. Also provide calculations showing that the foundation is adequate for the reactions provided by the truss manufacture. 3.' Provide calculations for the garage door header. 4. Show the direction of the floor framing at the Nook and Bedroom #2, (Foundation Plan). 5. Specify the scale for Sections 1 and 2 on Sheet 3. 6. Provide detail showing holdown condition. Show all requirements per the manufactures specifications. I December 14, 1999 Malamar P.O. Box 1001 Owatonna, WN 55060 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-570-041 Building Permit Number: 99-2592 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your school fee form. Pay any required fees at district offices and return yellow copy to the building department. xSquare footage of house is 1709. School fee form, permit and energy calcs are to reflect this corrected square footage. Fifteen square feet of window area is missing from Northeast orientation of building (in the calcs). Revise calcs for additional window are and additional square footage. /4 Provide location of HVAC unit. lans do not adequately depict requirements of conventional bracing. Interior bracing is equired through the structure at a maximum of 34 feet. on center. In addition all enterior walls must be braced and this bracing is to be shown on the plans. Front walls at entry are not noted with braced wall panels at each end. Rear wall in must show braced wall panels across the back wall line. In addditon to noting the location of each panel, method to be used (materials used) and the attachment of each method must be clearly shown on the plans. Interior bracing cannot be acccomplished with conventional methods as house is currently designed. Areas which do not meet conventional bracing must have a lateral analysis calculated and designed by a professional architect or engineer. Plan must be stamped and signed and all requirements are to be on the Tans. Architect or engineer must be registered in the State of California. P g Plans may be picked up in the Oroville office for corrections and revisions. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner 0 0 •. DRAFT` COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY ,Owner: 1 l �k-li,- Zr Building Permit Number: / 9- o7s9a ., ; Plans Examiner: Y A P. Number: ',GENERAL: oning requirements - (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: X. Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. j>! Flood hazard. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Unifoim Building r Code section 106.3.3). �. • ; i r ; 2: 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).- .' r ,3! Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). ' < • • ,, ,6! Required room sizes and ceiling heights (Uniform Building Code section 310.6). iT GFCI in baths, garage, kitchen, .wet bar, and exterior receptacles (NEC 210). ' • ad*, 8.. - Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). /' tO6 9 Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10 Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). . Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ,P-' Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). .14'.'Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY STRUCTURAL DETAILS: 1. Conventional construction — Unusually shaded buildings.(Uniform Building Code section 2320.5.4). 2. , Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). �n z 3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. -Foundation plan complete enough to construct building. 6. -Floor construction details complete enough to construct building. 7. -Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 40 JZ. Fireplace construction details and calculations if necessary. . Garage door header size(s). Z: Porch header size(s). �j- J (,�o�d� nly_u ,1-3. Stud heights. 14. Expansive soil — special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: ,1! Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). �i Guardrails (Uniform Building Code section 509). ,3� Brick or stone veneer (Uniform Building Code section 1403). ,4� Exterior plaster — weep screeds (Uniform Building Code section 2506.5). ,8'— Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. Y367 halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). combustion air for fuel burning appliances — LPG requirements. ound requirements. ` nergy design compliance and Supporting documentation. 15. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. 0 Page 2'of 2 • APPLICANT: OWNER: . PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP PRC -ECT PROCESSING RFCORD r Akxt --e f2g;� , 2•l(�•oa � �° CERTIFICATE OF COMPLIANCE: RESIDENTIAL Paae 1 CF -1R Proiect.Title .... .,..... CUSTOM HOME Date..12/23/99 09:32:13 Pro-iect. Addresa...... n . LOT 3:.3 EXECUTIVE DR. _...-_-.--._--_.------.-_..----... OROVILLE *v5.00* Documentation Author... WILLIAM H. FOX ���*��� ,� Bui Fox Comoany _✓.Y� _._ 3995 Olive Hwy. Pla Gheck / Date O rovi l le . GA. 95966 530-533-2730 Field Check/ Date Climate Zone........... 11 .-._-_-_-- ---.-._...-_.-.-_--_..---_..- Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp. Inc. MICROPAS5 v5.00 File~-MAL1709W Wth-CTZ11S92 Program --FORM CF --1R User#mMP1609 User -Fox Company Run-MAL1709W ----------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type...........,... Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of .Stories.......... Floor Construction Type..., Glazing Percentage......... Average Glazing U --value... .Average -Glazing SHGC....... .1709 gat Single Family Detached New Front Facing 315 deg (NW) 1 l Raised Floor 12 of floor area 0.52 Btu/hr-sf-F 0.65 / Front BUILDING SHELL INSULATION Component Frame -------------------------- Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-27 R-38 0.025 Door n/a R-0 R-n/a R-0 0.330 Floor Wood R-19 R-0 R-19 0.037 Orientation -------------------- Window Front (NW) Window Front (NW) Window Front (NW) Window Front (NW) Window Left (NE) Window Left NO Window Back (SE) Door Back (SE) Door Back (SE) Window Back (SE) Window Back (SE) Window Right (SW) FENESTRATION Location/Comments' Outside. Garage Attic Solid Wood ------------- Over- Area ver-•Area U-- Interior Exterior hang/ (sf) Value SHGC Shading Shading Fins 22.5 0.530 0.650 Standard 6.0 0.510 0.670 Standard 22.5 0.530 0.650 Standard 7.0 0.510 0.670 Standard 8.0 0.530 0.650 Standard 15.0 0.530 0.650 Standard 13.5 0.530 0.650 Standard 18.0 0.490 0.670 Standard X0.0 0.510 0.650 Standard 25.0 0.530 0.650 Standard 22.5 0.530 0.650 Standard 4.5 0.530 0.650 Standard Standard None Standard Yes Standard None Standard None Standard None Standard None Standard Yeas da d�. Yes Mat ow d Yes St�knda TV r;.,d Ye:s DEPAR1.Yjs Standard t 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... CUSTOM HOME Date..12/23/99 09:32M MICROPAS5 v5.00 File-•-MAL1709W Wth--CTZ11S92 Program" -FORM CF -1R User##-MP1809 User -Fox Company Run-MAL1709W --------------------------------------------------------------------------------- HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.750 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace R•--4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energv Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard •1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans. * installed to manufacturer and CEC specifications, and verified during plan check and field inspection. ** This building incorporates non-standard Duct Location. REMARKS dLfrl E COLN& r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... CUSTOM HOME Date..12/23/99 09:32:13 MICROPAS5 v5.00 File-MAL1709W Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User"Fox Company Run-MAL1709W COMPLIANCE STATEMENT ---------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of. the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... MALCOM HALL Company, MALAMAR CONST. Address. P.O. BOX 1001 OWATONNA MIN. 55060 Phone ... 507•-455-0442 License. Sianed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) (date) DOCUMENTATION AUTHOR Nome.... WILLIAM H. FOX Company. Fox Company Address. 3995 Olive Hwy.. Oroville, CA 95966 Phone ... 530-533-2730 Signed.. ti01L01N'G DEPA 0.gEN''` MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF' -IR Project Title.......... CUSTOM HOME Date..12/23%99 09:32 13 Project Address........ LOT 33 EXECUTIVE DR. O RO V I L L E * v 5. 0 0 Documentation Author... WILLIAM H. FOX Building Permit # ' Fox Company 3995 Olive Hwy. ; Plan Check / Date Orovi.11e. CA 95966 530--533--2730 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.00 for 1999 Stand:-;rds by Enercomp. Inc. MICROPASS v5.00 File-•MAL1709WWth-C`rZ11S92 Program-FORMµMF-1R~T"„ User#-MP1809 User -Fox Company Ru1')--MAL1709W Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- er *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or - equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltratio.n controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field..fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas and Gas Logs 1. Masonry and factory -built fireplaces have a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Enforce- ment comply wit �UTT- it�UTT" � V Appl1 tiDING € EPARWE `C MANDATORY 11EASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... CUSTOM HOME -_ Date..12/23/99~09:32:1::5 MICROPASS vS.00 File-MAL1709W Wth-CTZ11S92 Program -FORM MF-1R„T User#-MP1809 User -Fox Company Run..-MAL17091/4 ' SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. _ 150(h): Heating and/or cooling loads calculated in accordance --�- - with ASHRAE, SMACNA or RCCA. 1SO(i): Setback thermostat on all applicable heating and/or - cooling systems. 150(,i). Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank. non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. S. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(.m):' Ducts and Fans-� 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL18.1, UL181A, or UL1818 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation Pump time switch. ++SUM Cs- fv 115: Gas-fired central furnaces, pool heaters, spa hea.te,rsor household cooking appliances have no continuously bud;Ofl TING DMPARTNEW pilot light (Exception: Non -electrical cooking appliance with pilot pilot < 150 Btu/hr) .� 4 rt MANDATORY MEASURES CHECKLIST: RESIDEENTIAL_ Page 3 MF -1R Project Title.......... CUSTOM HOME Date..12/23/99 09:32:13 MICROPASS v5.00 File--MAL1709W Wth7CT7.11S92 Program--FORM-'MF-1R - - "-- User#-MP1809 User -Fox Company Run-MAL1709W LIGHTING MEASURES ----------------- 150(k)l:-Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 1.50AW Roomswith a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec:. 150(k)2.; and recessed ceiling _fixtures are IC (insulation cover) approved. Design- Enforce - or ment JUKE COUNT `V COMPUTER METHOD SUMMARY Page 1 C --2R Project Title.......... CUSTOM HOME Date..12/23/99 09:32:13 Project Address........ LOT 33 EXECUTIVE'DR. �---_-- -_ --_... OROVI LLE *v5. 00* Documentation Author..-. WILLIAM H. FOXBuilding Permit # Fox Company 3995 Olive Hwy. Plan Check -Date ; Oroville, CA 95966 530•-•533-2730 ; Field Check/ Date Climate Zone........... 11 -----_-._-_.___-___.----_.._...-_ Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS vS.00 File--MAL1709W Wth--CTZ11S92 Program --FORM C -2R User#-MP1.809 User -Fox Company Run-MAL1709W MICROPAS5 ENERGY USE.SUMMARY = Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space He:ating........... 15.1.4 1.2.18 2.96 = = Space Cooling.......... 16.53 12.47 4,06 Water Heati.ng.......... 14.43 12.12 2.31 - Total 46.10 36.77 9.33 _ ** -------------------------------=--------------------------------- Building complies with Computer Performance GENERAL INFORMATION --------------------- Conditioned Floor Area..... 1709 sf Building Type......,........ Single Family Detached Construction Type ......... New Building Front Orientation.. Front Facing 315 deg (NW) Number of Dwelling Units... 1 Number of Building Stories. 1, Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage.....,... Ave=rage Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 14 273 c f 0 s1(.. 12 % of floor area 0.52 Btu/hr-sf-F 0.65 8.4 ft r COMPUTER METHOD .SUMMARY Page 2 C--2 R Project Title.......... CUSTOM NOME Date..12/2.3/99 09:32:13 MICROPA SS v5.00 File-MAL1709W Wth--CTZ11S92 Program --FORM C -"21R User#-MP.1809 User -Fox -Company Run-MAL1709W Floor Are.:a Zone Type (sf) HOUSE Residence 1709 Surface HOUSE I Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Roof 9 Door 10 Door 11 Floor BUILDING ZONE INFORMATION ------------------------- # of Vent Vent Air Volume Dwell Cond- Thermostat Height Area Leakage (cf) Units itioned Type (ft) (sf) Credit 14273 Area U_ Of value 1..00 Yes Setback 2.0 Standard No OPAQUE SURFACES Insul Act Solar Form 3 Location/ R-val Azm Tilt Gains Reference Commants 139 0.065 17.8 315 90 Yes W.1.9.2X6.16 23 0.065 17.8 315 90 Yes W.19.2X6.16 158 0.065 17.8 315 90 No W.19.2X6.16 96 0.065 17.8 45 90 No W.19.2X6.16 281 0.065 17.8. 45 90 Yes W.19.2X6.16 297 0.065 17.3 13S 90 Yea W.19.2X6.16 396 0.065 17.8 225 90 Yes W.19.2X6.16 1604 0.025 38 n/a 0 Yes R.38.2X4.24 20 0.330 0 315 90 Yes None 18 0.330 0 315 90 No None 1604 0.037 19 n/a 0 No FC.19.2X8.16 Outside Outside Garage Garage Outside Outside Outside Attic Solid Wood Solid Wood FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC .Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 22.5 0.530 0.650 315 90 2 Window Front (NW) 6.0 0.510 0.670 315 90 3 Window Front (NW) 22.5 0.530'0.650 31S 90 4 Window Front (NW) 7.0 0.510 0.670 31`=J 90 5 Window Left (NE) 8.0 0.530 0.650 45 90 6 Window Left (NE) 15.0 0.530 0.650 4S 90 7 Window Back (SE) 13.5 0.530 0.650 135 90 8 Door Back (SE) 18.0 0.490 0.670 13S 90 9 Door Back (SE) 40.0 0.510 0.650 135 90 10 Window' Back (SE) 25.0 0.530 0.650 13S 90 11 Window Back (SE) 22.5 0.530 0.650 13S 90 12 Window Right (SW) 4.5 0.530 0.650 225 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard /0.63 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 TTFM- f COMPUTER METHOD SUMMARY Paae 3 C 2R Proiect Title............ CUSTOM HOME Date..12/23/99 09:32:13 MICROPAS5 v5.00 File•--MAL1709W Wth-CT111S92 Program --FORM C --2R User##-MP1809 User -Fox Company Run--MAL1709W OVERHANGS AND SIDE FINS WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storaae Gas Standard 1 0.62 Tank External ---.-Window-• -------Ove .----Left Fin-~-_ -_---Right Fin -.-- R- n/a, Area Left Ra ht Surface (sf) Wdth Hath. Dpth Haht Ext Ext Ext Dpth Habit Ext Dk)th Hah.t HOUSE 2 Window -6.0 1.0 6.0 2.0 0 n/a n/a n/a n/a r)/a n/a n/a n/a 7 Window .13.5.3.0 4.5 2.0 0• In n/a n/a n/a n/a n/a n/a n/a 8 Door 18.0 2.67 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 40.0 6.0 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 1.0 Window 25.0 5.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 22.5 5.0 4.S 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct *Tested Duct ACCA Duct System Type Efficiencv Location R -value Leakaae Manual. D Eff HOUSE. Furnace 0.780 AFUE Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storaae Gas Standard 1 0.62 Tank External Size Insulation (gal) R -value 40 R- n/a, SPECIAL FEATURES AND -MODELING ASSUMPTIONS ------------------------------------------------- Items in this section should be documented on the plans. -r. installed to manufacturer and CEC specifications. and verified during plan check and field inspection. This building incorporates non --standard Duct Location. REMARKS HVAC SIZING Page 1 HVAC Project Title ......... CUSTOM HOME Date -.12/23/99 09:32:.13 Project Address........ LOT 33 EXECUTIVE DR„ -.•..-----____.......__--_..___...._._._..____ O RO V I L L E y<v 5.00' Documentation Author... WILLIAM H. FOX Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-.•533-.-2730 Field Check/ Gate Climate Zone........... 1.1 ------------------------ Compliance .__..-.__.-._._. ._._____._...__.-....Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS y5.00 File-MAL1.709W Wth-CTZ11S92 Program -HVAC SIZING User#--MP1.809 User -Fox Company Run•••:MAL1709W -------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area .................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design,....... Summer Outside Design.....,. Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1709 sf 14273 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 73 F 37 F Yes No Yes 0.30 HEATING AND COOLING LOAD SUMMARY --------------------------------- 31.5 deg (NW) Note> The loads shown are only one of the criterid affecting the selection of HVAC equipment. Other relevant design factors s I,,, -,,a s, a4ir ;flow s : r. requirements, outdoor design temperatures, coil sizin a\a&d�fb arty of equipment, oversizing safety margin, etc., must also.., b� n�-i;c1ehenr ed , T I-t.As the HVAC designer's responsibility to consider all f c c-wPPsel"'' —t:h9 the HVAC equipment. VED Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 8092 4133 Glazing Conduction ............... 4264 2772 Glazing Solar. ................. n/a 6535 Infiltration ..................... 8118 3333 Internal Gain..................... n/a 2550 Ducts ............................ 2047 966 Sensible Load .................... 22522 20289 Latent Load: ..................... n/a 6087 Minimum Total Load 22522 26376 Note> The loads shown are only one of the criterid affecting the selection of HVAC equipment. Other relevant design factors s I,,, -,,a s, a4ir ;flow s : r. requirements, outdoor design temperatures, coil sizin a\a&d�fb arty of equipment, oversizing safety margin, etc., must also.., b� n�-i;c1ehenr ed , T I-t.As the HVAC designer's responsibility to consider all f c c-wPPsel"'' —t:h9 the HVAC equipment. VED N LONGFELLOW LUMBER CO. INC. cp-tr_- `Aec"— ■ Quality Truss ■ Roof & Floor Design Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: 89 Loren Avenue Chico, CA 95928-7434 L-COLM lk 19 r tz Job No: ___ 4—OT— It Address: Ex Ftp " n V c A VE to Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 / (916) 387-0116 1 TION AGENCY' APPROVED INSPEC AP#: Timber Products lnspection!ra DEPAR. , �r • P.O. Box 20455 APPROI/Ep Portland, OR 97220 �'l 9 (503) 254-0204 ~a 39 GAUIE E1111 (it IA11. IIIIS IIWG PREPARI.) I'110M C0111'OIIR 1111-Ul (LOADS 6 I)I11(IISIUiIS) S1111111I1(I) BY IIII1SS MIR_ S I RDIGOACK (NAIL 111 LEOGER 12' O.C. ) (BRACED AT 55' O.C.) / MY MATERIAL A35 /LEDGER (NAIL 113(K1 (C) 10 VERTICAL U1111.01KER11 W/2-I0d f1AILS) GAP. GAELE [IID -- (K) SPACING FUR 113 = 56.0' O.C. REFER. III SltPS011 CAIALOG C-9411-1 FOR PRUOUC1 A11ACI11(EIII SI'EC[FICA[TOM IATfACII A35 III FI DIRECTION IN LENGTH Ix3• 2-0-0 2X4• 0 (N) 1 13-6-0 (G) ISI 11 7-9-0 J 11 6 BETIEP. 7-9-0 15-6-0 cN) 7-9-0 15-6-0 6MAAX 1 (SI) (M) 2X4 F.L. OR II.F. 12 OR \ / BIR S IP.OrGBACK BRACE \s1)\ \ (PI) PEAK PLATE 10 MATCH CWQN TRUSSES. (SII SPLICE PLATE TO MATCH COMMON TRUSSES (111) IEEL PLATE 10 MATCH COMI.01 TRUSSES. (0) TIPIIOM 10 NEB RATING: USE (3)-2' WIRE STAPLES (D.n72 OU./15 GA.) InENAILEO IIIRU CHORD 11110 WEB 6 llll'.UU WED I1110 CIIURO 011 ONE FACE FUR A 10i:l- OF 6 STAPLES. (PI), 1 SI ) L (III ) MUST BE PLA IED. (G) GABLE EIID OESIGI BASED ON 75HPH WIIIO LOAD, EXPOSURE '0' AT 0-25 FT. MEAN IIEIGIII. -15 2x LEDGER R II\COraulrl / TRUSSES S IRIIMGOACY. BRACED AT 55' O.C. (C) 1x4 CONIIMUIRIS LATERAL BRACING FOR @RACE (STRUNGOACK) H:NOER LONGER THAN 72'. ATTACII AT MIDPOINI OF EACH 6RACE 7/2-9d CCON01 NAILS. 24' MAX 0 / o OUILOIIKER _ _0 0 in % I ( V rN1TE: CII(1P.OS 10 BE 2x4 FIR -LARCH 12 Hili. f NOTE: 1111S DETAIL MAY BE IISED FOR /' TRUSSES '41111 PITCIIED O.C. ALSO. PLATE MAX WEB PLT TYP. Wave It) I-95\II Design Criteria: TPI-95(STD 6 - IOd COr11.01 BLOCK IIAIL' f GRA3-IOd CE HAIL$ EACH E110 OUTLOOKER CRITERIA 3.5' MAX. VIP. IIOICH R 24' O.C. 1.5' MAX. 1 12' MIM 24' MAX 4 F.L. I iBER GPAOES LENGTH Ix3• 2-0-0 2X4• 0-1-0 3X40 1 13-6-0 PLT TYP. Wave It) I-95\II Design Criteria: TPI-95(STD 6 - IOd COr11.01 BLOCK IIAIL' f GRA3-IOd CE HAIL$ EACH E110 OUTLOOKER CRITERIA 3.5' MAX. VIP. IIOICH R 24' O.C. 1.5' MAX. 1 12' MIM 24' MAX 4 F.L. I iBER GPAOES HAX. LENGTH wIIIIClJI GRACING (11) A . ETIIG II V/ SIROUGOACK BRACE IS 1 STAIIOARO 5-11-0 11-10-0 11 7-9-0 15-6-0 11 6 BETIEP. 7-9-0 15-6-0 SS 7-9-0 15-6-0 O O O O ; WARNING- • (BUSSES R(OUIR[ EIIR(ME CARE IN FABRICAIION, HANDLING. SNIPPING, INSIAIIIMG AND t INSIIIUIE,R{N]RO'ONOFIO9DR.. SUIIEHANOt N100. MADISON. AND YE BRACINO). PUBLISHED $3119). FOR SAFEITYIPI PRACIICESUSS PRIORAIO 4 Qgl@1E.S,S(oA,O T C L L 3 D. D PSF REF R 9 9 2 O O /[RFOAMING IN($( FURCIIONS. UNLESS OIHERYIS( INOICAIED, IOP CHORD SHALL HAVE PROPERLY AIIACHED ,`�� •`x'`11 W. y TC DL 15.0 PSF DATE 03/19/98 Q Q SIRUCIUAAL PANELS. BOIIOM CHORD SNAIL HAVE A /ROP(RlY AIIACHFO RIGID ((LUNO. q� - D C D L P S F ••IMPORIAMI•+ FURNISH A COPY OF INIS DESIGN 10 IN( INf1AItA110N CORIRACIOR. AIPIN( ENGINEERED ..A Z D11w CDT 12 PNODUCIf. INC. SMALL 101 B[ R[SPONSIBL( FOR ANY 0[YIAI IOM FROM IHIf DESIGN; AMY FAILURE 10 AY C) (.43 ' A •1 o ALP INE o 9UI10 IY! IR USf[S 1R C0Nf0RMAAC1 N11N 1P1: OR fABR1CAi1N0, XAI0LIN0, SNI►PING, IMSIALLA1101 OR BC LL 0.0 P S F BNA(INO OF 1RUf S(S. INIS DISIGN CONFORMS YIIN A►►L ICABIE PROVISIONS OF MOS INA 11 ORAL DESIGN s.I,CIF..... PUSLISN(0 91 IN[ AMERICAN fOAESI AND ►APER ASSOCIAIION) AND IFI. ALPINE * TOY AD. 50.0 RSF SEAN - 25458 �h TJ C COIIECIONf A'N( MAO[ Of LOCA Af IM A{{] ON]1 OAI Y. fl(El. [SCEfI AS N01(D, APPLY CONM(C IORf 10 �% CTV11. P 1 RLJ S S EACH FAC( OF IRUff. AMO UNLESS OIM(RY11[ IOCAI(0 ON I111f 0(SICN, ►OSI (ION COMN[CIO4S PIR �% �� DI1R .FAC • 1 .1 5 FROM P D C ORAYINGf 170, ISO AMD 160 A F. AN (NGIR[[R'f S.. ON INIS DRANIIO APPLIES ONLY 10 III( DESIGN. f Of C ALTi��' A 1—I 1 1 OF IN( INUSS OIPIC 110 NINE AAD SNAIL NO, Of R(IIFO UPON 11 ANY DINER WAY. S P A C I NG Jab: DETAIL -92 ALTERNATE BRACING NOTE: SEE ORAWING'DRININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. iTRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND •BRACING. REFER TO TPI HI8-91. SEE THIS DESIGN FOR •ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO IBE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. *ANY OF THE BELOW MENTIONED BRA'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. 1X4 '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 0 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. �\(A) (A) �T SEE ORIGINAL DESIGN FOR PROPER OEMENSIONS m a) 'PLT, E DESIGN CRIT UBC Rev °1 )INIMPORTANTN)("LPI'IE EIGlfump P4UD9Cfa tic. WARNING'"'' -s RED9TIE ELIR;N1 ueE pQ4` !! TC LL 30.0 PSF REF R992--42293 r1 0 0 0 0 0 o swLL aDT BE PEs9911s1e1e FOR ua IB NUCLI.r. EIIECEION A11D 15.0 A � � A 0111,11309 FRJM INI9 0E91W1 OR !HESE S"ECIFICATIOID. ON ANN S"AC1.13. SEE HIS -91 of IPI. DEE TNq VESlSP `S Z TC DL 15 . O PSF DATE 06/28/93 Q C� O O Pl(LI,-A TO GUILD THE TPUSS IU COIGORIQICE Ml fl{ 051111 6f FPI. IOP YU21FIONQ SPECIAL PERHADENI SPACING C� CS O C� PAPIlt CPSECTOfS APE NAVE OF 2JGA W V. STEEL IEETTIO A91H OIIIREIMIIIS. MESS OTFEh11SE DAMMED. TOP PC DL 5.0 PSF ORR CD103 Cm o C= A446 CA a FXFP{ AS NOTED. AGPI i C011ELTORS ID I'M FACE Cr OIURO SIOLL BE LATERALLY SPICED WIN PPCPER jlp,:1�'Ot3B�5 o ALPIN o must NA UAEIS Oi1EN115E lIXA1E0 tr! THIS O[SItrL POSI Tf trI LY AlfAfaEO PLwxo SISI/NTNG, aDlfoN CHORD 6.41 * BC LL 0.0 PSF -ENG FM I CDI1EC109S HA LlIMS 131 1» 9 16PA-F. VESI&I 1TAIMAPOS WITH PROPEILI A1TACIEA AMID CEILING -- SCF * TOT. LD. Jr0 . PSF o TRUSS o SHL a1 ruts onwrAilc APPu�ao me DD+ruvli oEnieiioieRRe aKNm io�FLIiu,laF��{ni)o"v, OR nia 'rl CIYIt �t { O III C1L.Y. AHO WALL LOT BE RELIEO OPOt1 111 Atli DIWA I<A{, IEilw1 fO DIE MUSS LRECGRDII C WTPACTOR. �lioFCA�4�� DUR. FA(i . 1 . 15 C=3 O O G7 O o ...IP) - IRUSS PLANE I16TITOIE. IMS - 1991 NITIONLL OE916N SPECIFIC491011 FON 10]00 CVISTAXIION SPACTNA 24.0" X11 EXECUTIVE AVE - A-1 COMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L i1 o {OT CHORD 2x4 DF -L i1 WEBS 2x4 DF -L Standard N "IeLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 00:0 PSF BC LIVE LOAD PER UBC. rn rn 0 W4X4- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC, BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. A W a z W2.5X4(A1) n z w w z L2-o-oJ L -.2-0-03J Q.. I 11-0-0 I 11-0-0Le I 22-0-0 Over 2 Supports R-838 W-3.5" R-838 W=3.5" 0 N ADl T B-0-0 'L PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale =.25' Ft. _� --WARNING**TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND H� TC LL 16.0 PSF CT ^' BRACING. AIF[R TO MID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 51I D'ONOFRIO DR., SUITE 200, MAD1SOtl. YI 13719), FOR SAFETY PAAC71C[S PRIOR TO PERfORH11G I. fUACTIONS. UNLESS OTHERWISE INDICAIED. TOP CHORD SHALL HAY[ PROPERLY ATTACHED _yO N (r� TC DL 10.0 PSF REF R427--41 784 DATE 11/30/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' •IMPORTANT•• FURNISH ► COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW ' MO PRODUCTS, IRC. SHALL POT BE RESPONSIBLE FOR All DIVIATION FROM THIS DESIGN: 'ANT FAILURE TO 5 CAUSR427 99334019 BUILD THE TRUSSES IN CONFORMANCE HITH TPI: Oh IADAICATIIO, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITI APPLICABLE PROVISIONS OF ROS BC LL 0.0 PSF CA -ENG AE B GWH / C=) ALPINE (NATIONAL DESIGN SPEC IIICAT1 ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF tOGA ASTM ASSS GRAD GAL►. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO NO 30 1999 ,# TOT. LD. '33.0 PSF SEAN - 193844 1� � pl0( . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. TME SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TN[ TRUSS COMPOMENT DESIGN $NOVO. THE SUITABILITY AID USE 0f THIS loll. INT FOI ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER AASI/TPI 1.1995 REM DR t. % �. OF(,`(�,1 D U R . FAC . 1.25 FROM E . D SPACING 24.00 (MALAMA-MALAMAR /11 EXECUTIVE AVE - [PGE1 B-1 PGE [1 -PL TOP CHORD 2,4 DF -L #1 :T2 2x6 DF -L #2: c= -.0T CHORD 2x4 OF -L #1 � WEBS 2x4 OF -L Standard C" IT'"rLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 'IOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT � 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER C=:) DETAILS 3,027,999 FOR GABLE REQUIREMENTS. 0 z v A O SY R.. A W Sou W Z WJAO(A1) 9a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT -LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6 ai "CAV v ML.nA4(A1) 131 W4X4m z W W 0� 12-0-0 a a (< 12-4-14 J— 9+104-8-8 � 16-9-0 _I 33-6-0 Over 2 Supports R-1210 W-3.5' R-301 PLF W-11-9-8 0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STI CT -WARN ING"- TRUSSES REQUIRE EITREME CARE IS FABRICATION, HANDLING, SHIPPING. INSTALLING AND CT BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TF1 (TIUSS PLATE CT ItlSTITUIC. SBS D'ONDFRIO DR., SUIT[ 100, MADISON. WE 61719). FOR SAFETY PRACTICES PRIOR TO ^' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ►ARILS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. o --IMPORTANT-- FURNISH A COPT 0► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C-> PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR NIT DEVIATION FROM THIS DESIGN; ART FAILURE TO ALPINE BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND BRACING OF TIUSSIS. TM IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN C� SPECIFICATION PUBLISMED BY TH( AM[R)CA PDREST AID PAPER ASSOCIATION) AID IPI. ALPINE CORRECTORS ARE MADE Of ROGA ASTM A651 6940 GALV. STEEL. (SLEPT AS NOTEO. APPLY CORRECTORS TO EACHFACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 04 THIS DESIGN, POSITION CONNECTORS PEO DRAW IISS 160 AT THE SEAL OR 111$ OAAHItlO INDICATES ACCEPTANCE OF PROFESSIDBAL ENGINEERING Alpinep,,,,;y-�,A RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE Of THIS +��(Je+�CONPOIEIT FOH ANT PARTICULAR BNILOING IS THE RESPONSIBILITY Of THE BUILDINS 01316911k. PEA .gt6}>�IQ CA 9SBm ASI.TPI 1.199$SECTION E. � 8 0-0 DEP �p1,D Scale =.1875"/Ft, REF R427--41785 DATE 11/30/99 DRW CAUSR427 99334020 CA -ENG AEB/GWH SEAN - 194151 FROM E.0 W. TC LL TC DL 16.0 10.0 PSF PSF BC DL 7.0 PSF EMP 0 -30 -MOI BC LL 0.0 PSF Nov 199919p * TOT. LD . 33.0 PSF DUR.FAC. ,30 SPACING 24?0" DEP �p1,D Scale =.1875"/Ft, REF R427--41785 DATE 11/30/99 DRW CAUSR427 99334020 CA -ENG AEB/GWH SEAN - 194151 FROM E.0 (MALAMA-MALAMAR /11 EXECUTIVE AVE - B-2 CONN TOP CHORD 2x4 DF -L #1 RIOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn rn 0 0 z ' E-• v A 0 a P-. A Cs7 a W Z W4A4(AY) THIS DWG PREPARED FROM COMPUTER INPUT IS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 - W4A4(AL) �5 z 2-0-0 1,22-0- 1 16-9-0 _I_ 16-9-0 _1 33-6-0 Over 2 Supports R-1217 W-3.5' R-1217 W-3.5` 0 N I PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CT •-WARNING'-TRUSSES REQUIRE ETiREME CARE TM FABRICATION, HANDLING. SHIPPING, INSTALLING AND C7n BRACING. LIFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBS D'OMOFRIO DR., SUIT( 200. MADISON. AT $3119), FDR SAFETY PRACTICES PRIOR TO C2PERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q STRUCTURAL PANELS, BOTTOM CMOAD SMALL RATE A PROPERLY ATTACHED 11610 CEILING. �.,.� "'IMPORTANT" FURNISH A COPT OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD TIE TRUSSIS IN CONFORMAICE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITS APPLICABLE PROYISIOMS OF NOS (NATIONAL DESIGN o SPEC IFICAT10 PUBLISHED BY THE ANERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COMIECTORS ARE HAD[ OF 206A ASTM A6SS AR40 CALM. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pl�O�llCiBr _ RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMN. THE SUITABILITY AND USE OF THIS � ��� CONPOAIR7 FOR MY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESL6MEa. PER aftento,t1Sl/TTI 1.1995 SECTION 2. r Scale --1875"/Ft. REF R427--41786 DATE 11/30/99 DRW CAUSR427 99334021 CA -ENG AEB/GWH SEON - 193988 FROM E.D CA - 1 - - F Wy�p �1 TC LL TC DL 16.0 10.0 PSF PSF BC DL 7.0 PSF Ejw• 20.7004 8C LL 0.0 PSF Nov 30 1999 * TOT.LD. 33.0 PSF CIVIL OUR.FAC. 1.25 OF SPACING 24.0" Scale --1875"/Ft. REF R427--41786 DATE 11/30/99 DRW CAUSR427 99334021 CA -ENG AEB/GWH SEON - 193988 FROM E.D PIALAMA-PIALAMAK III [At6U1LVt AVC. - u -i rMl-UIMU EA-rL TOP CHORD 2x4 DF -L #1 c= -OT CHORD 20 DF -L #1 :82 2x8 DF -L SS: � WEBS 2x4 DF -L Standard :W7 2x4 DF -L #1: Lf') It: i"rLATES DESI6NED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0o DDITIONAL LOADS rn ---- --- ---- rn c=� C - From 552 PLF at 22.00 to 552 PLF at 33.50 0 zi.EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 34-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24' O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. W3X6,o W2.5X4 9 cn 6 r E~ U O cL. (A) C'a W w W1.5X4 IU z W2.5X4(AU R3 z Inl-3 uMu rmcrAMCU rnun LurlruirK 1NYU1 LLUAU3 h UIIRCM31UIl3) 3UDMLIICU Cl IMU33 nrn. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 21.708' 1 12" 14 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 6139. BEARING BLOCK TO BE SAME SPECIES, SIZE A GRADE AS CHORD. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES A GRADE OR BETTER. ATTACH WITH 10d NAILS ® 6' OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE 8C @ 24.00' OC 10 PSF BC LIVE LOAD PER UBC. W5X6 a W6X6 = W5X8 m na410 Ul 8-0-0 W4X12 (B3) e wLQ w 19-6-0 14-0-0 I2-0-01 21-10-4 —I F s �l� 'y CcC.fj (, 16-9-0 _I, 16-9-0 I fi%a,���6���1� � f f I33-6-0 Over 3 Supports ;,;� R-584 W-3.5" R-5142 W-3.5" R-3006 W-3.5" PPRU N VEP _PLT TYP. High Stren th.Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - - F Scale —.1875"/Ft. T T --WARRING**TRUSSES REQUIRE EXTREME CARE II FABRICATION, HANDLING, SHIPPING. INSTALLING AND GRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS 0'010FRIO DR., SUITE 200. MADISON, NI S3719). FOR SAFETY PRACTICES PRIOR TO C]� W, H T C L L 1 6.0 PSF REF R427--41787 ^-' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED "'CCC TC D L 1 0.0 PSF DATE 11/30/99 STRUCTURAL PANELS, BOTTOM CHORD S/ALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT** FURNISH A COPY Of THIS DESIGN TO 1111 INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 7.0 PSF DRW CAUSR427 99334028 ALPINE PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 731 TRUSSES IR CONFORMANCE MITI TPI; oft FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B" 8.30-MOZ BC LL 0.0 PSF CA -ENG AE B / GWH �" SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON: CIONS ANC MADE Of FOGA ASTM A6S3 GRAD BALM. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To f Nov 30 1999 * TOT. LD. 33.0 PSF SEAN - 194086 Akke SIUD& moLCA odu ,� EACtl FACE Of TNUS%. AMO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DWI I6S 160 A•I. THE SEAL ON THIS DRANIHG INDICATES ACCEPTANCE OF PROFESSIONAL 111IIE1:1. RESPONSIBILITY SOLELY FOR INE TRUSS COMP OMENT DESIGN SHOWN. THE SUITABILITY AID OSE OF THIS T1FOR ANYEPARTICULAR Sol Lot NG IS THE RESPONSIBILITY OF THE BOILDIMS DESIGNER. PER A COMPONENT �L� �/� CMI. 4 �op DUR. FAC. 1.25 FROM E.D SPACING 24.0" (HALAMA-HALAMAR /11 EXECUTIVE AVE - C-1 CONN) ITOP CHORD 2x4 DF -L #1 o BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard co PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0o DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn C73 0 0 W5X6 = THIS DVG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC, BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. 0 w Mx w z waA4kAl) a z C-4 w W2X4,$ 12-0-0 L-6 - 0 - 0--J d 17-0-0 _�, 17-0-0 _I I 34-0-0 Over 2 Supports R-1000 W-3.5' R-1356 W-3' +8-0-0 1) � - PLS ITP. wave IFL-9D M Ues1 n Lrizerla: IPI(JIU CT Q) C7) ---� --WARRING-- TRUSSES BECOME EXTREME CARE 14 FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFERTO X111.91 IHANOLING INSTALLING AND BRACING). P99LISXED BY TPI (TRUSS PLATE INSTITUTE. 5117 D'OROFR10 DR.. SUITE 300, MADISON, NI 11111), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTBEANISE INOICATED. TOP CHORD SNALL HAYS PROPERLY ATTACHED OLO W, y TC TC LL DL 16.0 PSF 10.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIILIM6. C=;•'IMPORTANT'• FOB II SH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PS F PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR AMY DEVIA7100 FROM THIS DESIBH; ANY fAi LUTE TO y z A L P I N E BUILD TMC TRUSSES IN CONFORMANCE NITB Tfl; 01 FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DE516N CONFORMS NIT" APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIf1CATION PUBLISXED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NADE Of 3064 A37H A653 6140 GUY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO P' 0.80-2002 * Nov 30 1999 * BC TOT. LL LD. 0.0 P S F 33.0 PSF ♦1..� "'Y Enginc ,l P,,,,1,,,,.. I= 6""""�0"" •�L,9w562+8+• EAC" FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P05I7100 CORRECTORS PIR "RAVINGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT POP AIT PARTICULAR BUILDING IS THE RESPONSIBILITY Of TBE BUILDING DESIGNER, PER IUISI/TVI 1.1995 SECTION 3. (�, OF D UR .FAC . 1.2 5 SPACING 24.00 Scale .1875"/Ft, REF R427--41788 DATE 11/30/99 DRW CAUSR427 99334022 CA -ENG AEB/GWH SEAN - 193907 FROM E.D (MALAMA-MALAMAR /11 EXECUTIVE AVE - C-2 10P CHORD 2x4 DF -L #1 o OT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard A LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I"EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn rn C==) O z W3X6,0 W3X6 y 6 r W2.5X4 4 A O W6X6 a A �3 w rx 1 w W4X41.5X4 11 C-1 (Al)( ) c.5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00" OC, BC 0 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 e W2X4 t W2.5X4(A1) = 12-0-0 1-6-0-0 X1.2 0 01 a ¢ 17-0-0�_I_ 17-0-0 4 9-4-12 T 9-1-4 T 15-6-0 g: 3 I-971 34-0-0 Over 2 Supports W=3.5' R=1497 N-3.5' N N •j'tl ! '-I- PLT TYP, Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale —.1875" Ft. C77 C7) •NARNING,* TRUSS[$ REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACIRG. NIFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE W, t. TC LL 16.0 PSF REF R427--41789 CT ---• INSTITUTE. SBS D'OROFRIO DR.. SUITE 200, MADISON. Nl 69710), EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE ►ROPEALY ATTACHED nOVD _p7 7 (i' TC OL 10.0 PSF DATE' 11/30/99 STRUCTURAL PANELS, BOT TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � --IMPORTANT.. FURNIStl A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; All FAILURE TO CAUSR427 99334023 ALPINE 8U1L0 THE TRUSSES IN CONFORMANCE YITB TPI: DR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN Exp. 20.200/ B C L L 0.0 PSF CA -ENG A E B /GWH C=) SPECIFICATON UBLISHED 51 19 ST AND PAPER TPI. Nov 30 1999 CONNECTORSIAR[PM41 Of EOGATASTMRA6S)AGRADRGALV. STEEL. EICEPTIASINOTED.D APPLYALPINE CONNECTORS TO t t TOT.LD. 33.0 PSF SEAN - 193968 ♦S„•zkc •"Y p,,,,Y,,..l„ � '�lo.CA995829 • EACH PACE OF TRUSS, AND OtlIE Si OTH[AYISE LOCATED ON IBIS DESIGN. POSITION CONNECTORS PER DAANI be 160 160 A•I. IH[ SEAL ON TMfS DAAYIMG INDICATES ACCEPTANCE Of PROFISSIORAL ENSINEERINO RESPONSIBILITY SOLELY F0N TRE TRUSS COMPONENT 0[flGl SXOYN. TNf SOAV USE Of THIS AN5171P[TIFIOGS SECTIONCULAA BUILDIIG IS THE RESPONSIBILITY OF TXE BUILOIRG DESIGNER, PER CNN. �C FQ'" DUR.FAC. 1.25 FROM E.D SPACING 24.D" (MALAMA-MALAMAR /11 EXECUTIVE AVE - C-3 TOP CHORD 2x4 DF -L #1 � 30T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. o� rn 0 0 z W5X6,0 W3X6 0 W2.5X4 9 A O a A W6X6 s w J3 3` z W3X8 (AL) W1.5X4 lu W4X4 a z w w THIS DWG PREPARED FROM COMPUTER INPUT R OIMFNS10NS1 SUBMITTED RY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 a �� G3 W2.5X4 a -1 6 (A) 8-0-0 W5X6 W1.5X4 0 W4X4 (A2) Ee z Uo 17-0-0 17-0-0 9-4-12 9-1-4 15-6-0 34-0-0 Over 2 Supports R-1240 W-3.5' R-1116 N N j PLT TYP. Wave TPI -95 R 07 "-YARNING-- TRUSSES REQUIRE EITAENE CARE 1E PA sign Criteria: TPI(STD SAACIN6. REFER TO HID -91 (RAIDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SOS D'OROFRIO OR.. SUITE 200. MADISON, WE S3119). FOR SAFITT PRACTICES PRIOR TO PERFOlN 110 THESE FUNCTIONS. OBI ESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACMEO O STRUCTURAL PANELS. 80"0" CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. C-1 --IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIAF ENGINEER[I PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANI FAILURE TO ALPINE BUILD THE TRUSSES 1N CONFORMANCE HIEN TPI; OR FABRICATIRS, HANDLING, SHIPPTNR. INSTALLING AND O BIACIIG OF TROSSES. 7N1S VISES$ CONFORNS WITH APPLICABLE PROVISIONS Of ODS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CC" ECTOAS ARE MADE OF 2OCA AST" ASS3 CR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNEC70AS TO EAC. FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWL No IBD A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEAI NG Alpine �gi inAISPONSIDILSFY SOLELY FOR THE TRUSS COWON(NT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS •`CA958n COMPO FOR MY PAR TICULAA BOILOINO IS TRE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI TPI 1-S91S SECTION 2. CA - 1 - - F Scale -.1875"/Ft I W. TC LL 16.0 PSF REF R427--41790 TC DL 10.0 PSF DATE 11/30/99 006 BC DL 7.0 PSF DRW CAUSR427 99334024 Exp, 6410.2m BC LL 0.0 PSF CA -ENG AEB/GWH Nov 30 1999 * TOT. LD. 33.0 PSF SEAN - 193943 CNII. DUR.FAC. 1.25 FROM E. D cr SPACING 24.0" (MALAMA-MALAMAR /11 EXECUTIVE AVE - C-4 ITOP CHORD 2x4 DF -L $1 0 1OT CHORD 2x4 DF -L #1 � WEBS 2x4 DF -L Standard rn iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. oo3EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn C7)- 0 0 E� U A C24 P-. A W Px w � NyAY �ILAJ '� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. w5x6 w z 122-0-0 -a L- 17-0-0 _I_ 17-0-0 _I fE 34-0-0 Over 2 Supports R-1240 N=3.5' R=1116 N PLT TYP. Nave TPI -!5\R Design Criteria: TPI S. 07•VARNING•� TRUSSES REQUIRE EXTREME CARE IM FABRICATION. MANDl11G. SNIPPING. INSTALLING AND CT BRACING. REFER TO 918-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 07 INSTITUTE, 58S D'ONOFRID OR., SUITE 200. MADISON. MI $3119). FOR SAFETY PRACTICES PRIOR TO '--'PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ['h —IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSISIE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO y ALPINE BUILD THE TRUSSES IN CONFORMANCE NITS TPI: OR FABRICATING. MAMOLING. SHIPPING. INSTALLING AND C=3 ORACINO Of TRUSSES. Tills 013160 CONFORMS VITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S, ICI►ICATLON PUBLISHED BY THE ANNICAN FOREST AND PAPE& ASSOCIATION) AND TPI. ALPINE CORNECTORS ARE RADE OF FOGA ASTM A693 G440 QALY. STEEL. ISCEPT AS NOTED. APPLY CONNECTORS TO EACH 'ACE OF TRUSS, AND UNLESS OTIENVISE IOCATED OR THIS DESIGS. POSITION CONNECTORS PER CRAVINGS 160 A•I. THE SE AI OI THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING zadp.,,,1,,,,.,, RESPONSIBILITY SOLELY FOR Tat TRUSS COMPONENT DESIGN SHOWS. THE SUITABILITY AND USE W iMIS �p� Fa alo. CA9" 8 �'' COMPONENT FOR ANY :LT 011LOINS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/7►I 1.1995 SECTION 2. G -N 8-0-0 1y Scale -.1875"/Ft, REF R427--41791 DATE 11/30/99 DR W CAUSR427 99334025 CA -ENG AEB/GWH SEON - 193972 FROM E.D Dew- TC LL TC DL 16.0 10.0 PSF PSF BC DL 7.0 PSF E -r- o -?DON BC LL 0.0 PSF Nov 30 1999 * TOT. LD. 33.0 PSF cm,&. e DUR.FAC. 1.25 OF SPACING 24.0 - 1y Scale -.1875"/Ft, REF R427--41791 DATE 11/30/99 DR W CAUSR427 99334025 CA -ENG AEB/GWH SEON - 193972 FROM E.D (MALAMA-MALAMAR /11 EXECUTIVE AVE - 0-1 !TOP CHORD 2x4 DF -L #1 � )OT CHORD 2x4.DF-L #1 o WEBS 2x4 DF -L Standard 0.',ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c610 PSF BC LIVE LOAD PER UBC. rn rn 0 0 W4X4 Ea THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00° OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Ya w Y:k4 w z - z w n L-2-0-0-� L -2-0-0—j X1. ¢ << 5-9-0 _I 5-9-0 I11-6-0 Over 2 Supports R-491 W-3.5" R=491 W-3.5" c�-1 N PLT TYP. Wave TPI -95\R Desi rn CT O o ALPINE Alpine3En,&wcd Pro�letsti Inc. eaemm9D, CA 95628 "MARNING•• TIUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TOWNS PLATE INSTITUTE, 503 D'OIOFIIO DR.. SUITE 200. MADISON, HI 63710), FOA SAFETY PRACTICES PRIOR TO PEAFORNING THESE FUNCTIONS. UNLESS 07HERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE I PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FOANISM A COPY OF THIS OES16H TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION Foots THIS DESIGN; ANY FAILIRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: Dl FABRICATING, HARDLIVS. SNIPPING. IRSTAWNG AND BRACING OF TRUSSES. THIS DESIGN CONIOlMS N1 TO APPLICABLE PROVISIONS 01 NDS (NATIONAL 015161 SPECIFICATION POBLISMID By THE AMERICAN F01EST AND PAPER ASSOCIATION) AND TPI. ALPINE CDNMECTORS ARE MADE OF 206A ASTM A6S3 SAID GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AID UNLESS OTMIAVISI LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWS 160 A•1. THE SEAL 01 THIS OAANINA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY IDN THE TRUSS COMPONENT DESIGN SHOW THE SUITABILITY AND USE OF THIS COMPONENT FOR All PARTICULAR BUILDING IS THE RISPONSIBIL17V Of TIE BUILDING OES16114. PER ANSIFTPI 1-1995 SECTION 2. a-0-0 du. TTF-i NG DEP-Ail-r, CA/ -/11-/-/-/F Scale —.375"/Ft. gpip W. TC LL TC DL 16.0 10.0 PSF PSF REF R427--41792 DATE 11/30/99 BC DL 7.0 PSF DRW CAUSR427 99334026 8-3&200: BC LL 0.0 PSF CA -ENG AEB/GWH Noy 30 1999 TOT.LD. 33.0 PSF SEQN - 193827 �OF car DUR.FAC. 1.25 FROM E.D SPACING 24.0" AMA-MALAMAR /11 EXECUTIVE AVE - D-2 GIRD TOP CHORD 2x4 DF -L #1 C=)•OT CHORD 2x8 DF -L SS WEBS 2x4 DF -L #1 -PLY]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. �.'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ID.00F OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. rn o IIRDER SUPPORTS: 34-00-00 SPAN TO BC ONE FACE o .NO 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. z RECOMMENDED CONNECTION FOR 34-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24' O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. W7x6 fa H A 0 Nom-, A W a cw W4x1 . z z 1sl W z BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g-nalls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12' 2 1 11.200, 1 12' 3 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00'•OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WrfAii.71WIr L -2-0-0—J ¢ L 5-9-0 I 5-9-0 I 11-6-0 Over 2 Supports it R-3375 W-3.5" R-3513 W-3.5' N T_a-o 0 APPR6 V e 1) - PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI(ST CA - 1 - - - F 07 C M, 07 .--, "YAI(NING•• IRS$SES REQUIRE EXTREME CARE It FABRICATION, HANDLING. SNIPPING, 113TALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, $81 D'OlOrRIO DR.. SUITE t00. MAOISOH. HI $3119). FOR SAFETY PRACTICES PRIOR 70 PERfD[RIN6 THESE FDNCTTOIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PAOPERLN ATTACHED $1111 TVA AL PAt[LS. BOTTOM CHORD Se ALL WAVE A PROPERLY ATTACHED RIGID [ENING. QLD W t. •1 TC LL TC D L 16.0 PSF 10.0 PSF O M "J ALPINE z �L,, AlpineSaminealk CP 'IaC 95929 _ _ •'IMPORTANT-• ►WNISN A COPi OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. WIRE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANF FAILURE TO BOIlO TME TRUSSES IW CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSLfS. TNES OE STCt CDYFORIIS WI'. A ... ICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORSspicirICATION AREPHHADE OfD206ATASTHNA66AA6RAD GALV. STEEL. EXCFORES7 AND PAPER EPTIASIN TED. lel. APPLYALPINE CONNECTORS TO [A[tl (ACE OF TRUSS, AND U1 LESS OTHERWISE LOCATED ON THIS D[S16N, POSITION CONNECTORS PER DR AY INC$ 160 A•I. THE 8EAL ON IN ISDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EA61 WE[AIW6 TN15 CONPO[ENT FOATAllLPARTICULAR(LY FOR EBUILDINGTRUSS OISOTHE RESPONSIBILITY OF THE BUILDING ENT DESIGN SHOWN. THE IDESIGNER.TY AND U PEI ANSI 11P1 t•1995 SECTION 2. p B�o-�oa * Nov 30 1999 * C.mi- qtr 4 " BC DL B C L L TOT. LD. 7.0 PSF 0.0 PSF 33.0 PSF D U R .FAC . 1.25 SPACING 24.0" Scale —.375°/Ft. REF R427--41793 DATE 11/30/99 DR W CAUSR427 99334027 CA -ENG AEB/GWH SEQN - 193861 FROM E.D This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibft of the installer(builder, building contractorr, licensedcontractor, erector or erection contractor) to property receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property; The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wan- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where -ailure to follow instructions could result in severer personal injury or damage to structures. ,dA4 @ TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained h srein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marke&Iumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be IDEA supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly rohibilted. Frarme 1 ? _ o' ,yo' 1' TON CHORD 0 2, TOP Ci0RD DIAGONAL BRACE I MINIMU'IA LATERA BRACE SPACING (UBg) SPAN 1 1 PITCH SPACING LB ( S) I #trusses _.,.... 6' ... 5F/) - SPF HF .: Up to 24' 3/12 3' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 3' 6 4 Over 54' See a registered prafessional engineer 12 3 or 9• `greater � e• DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Sprice-Pine-Fir o' ,yo' 1' 24" 0 2, 36" 3/4" 3' 48" 1" 4 rya�0 ey�� 1-1/4" 5' 72" 1-1 2" 6' 1 -3 4" T 184" 96" 2" 81 108" 2" All lateral braces lapped at least 2 trusses. Diagonal brace also required on �` \ end verticals. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can ouckle � \\ bgetherandcausecollapseifth�reisnadiago- \ 10' or Greater ralbracing. Diagonal bracing should be nailed! b the underside of the top chord when purlins, 2q• �� \\\ o ere attached to the topside of the top chord. /ess N` 45 / Attachment MONO TRUSS1�. Required PLUMB l I I Truss D th WARNING: Failure tofollow these recommendations could result in severe personal injury or damage to trusses or buildings. 12" 1/4" 1 1' 24" 1 2" 2, 36" 3/4" 3' 48" 1" 4 60" 1-1/4" 5' 72" 1-1 2" 6' 1 -3 4" T 184" 96" 2" 81 108" 2" 9' ep I D(in) I I Lesser of I DAO or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB IMSTALLATION TOLERANCES. BOW 1 LIQ) L(In) ..U200 L(ft) 50" 1 4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in)` U200; L(ft). 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances shoulcP A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential to stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. \W= AM ®I' Sses_30,(09Is Tril All lateral / braces lapped � at least two trusses. =450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD 'DIAGONALBRACE.< MINIMLI(iA LATERAL BRACE SPACING (DBS 1 SPAN DEPTH SPACING(La s) #trusses SP/DF s SPFY T-7' ; up to 32 30" 8' 16 1 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 1 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential to stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. \W= AM ®I' Sses_30,(09Is Tril All lateral / braces lapped � at least two trusses. =450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. I WARNING: Do not attach cables, chains, or I hcoks to the web members. 7 60° � or less Tag/ Approximately Approximately Line '/2 truss length 1/2 truss length Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or equal to 60' Approximately Less than or equal to 60' Toe In Tag Line 'A WARNING: Do not lift single trusser, with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Sary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line i 0 � Approximatel), i ✓3 to �/, truss lenc th Greater than 60 CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of At. usses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal to nenbei with multiple stales (HT. 1ACAUTION: Ground bracing required for all installations. A Frame 2 Top chords that am laterally braces can buckle tagetherani causecollapse Where lcno d ago - nail bracing. Diego aal bracingmhodd be nailed to the underside of the top chord when pLrline ace attached to the topside of'the :oa chord. j.. Up to 32' 1 4/12 1 8' 20 15 Over 32'- 48' 1 4/12 6' 10 7 Over 48'- 60' 1 4/12 15'1 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -!.arch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace < lapped at least 2 Required trusses. �- to the underside of the top chord when purlins 10' or Greater 10° or Greater I Attachment Attachment i Fequirec Required WIN" M.WMAPI AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A DF - Doug as Fi}-Larch SP - Southern Pine HF'- Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Le.teral Brace Topchordathat are laterally braced can buckle All lateral braces Required� ' lapped at least 2 �ry to the underside of the top chord when purlins trusses. 10° or Greater r Attachment i Fequirec \ 0 L-45' / 1 Frame 3 / P.. ry 0y �Q Topchordathat are laterally braced can buckle yy �\ togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. =45° 12 •----- 1 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer. nF - nouniac Fir -larch SP - Southern Pinn HF - Hem -Fir SPF - Spruce -Pine -Fir -- All lateral braces lapped at least 2 trusses. '1y iAS v QWARNING: Failure to follow these recommendations could result in severe nersnnal iniury nr damane tie trusses nr huildinns_ Cross bracing repeated at each end of the building and at 20' Intervals. M CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County .Building Department for compliance. [1�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ] 1273.02 Surface All driveway surfaces and structures (bridges, 1273.07 culverts and other app.rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing.sedans and fire apparatus weighing up to 40,000 pounds. [�} 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional -sur- face width of 4 feet shall be added to curves of 50- 100*feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert' water `shall be not less than '100 feet. [�] 1273.05 Turnarounds. If required, will have a.minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot 1 traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .2.-. AP # PERMIT # NAME [) 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 'II less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [XI 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [f�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [%C1 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ J 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. R J 1. All parvels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from -411 property lines and/or the center of the road. [�J 2. For parcels -less than 1 acre, local jurisdiction // .shall provide for the same'practical effect. See Other Requirements below. [j(J 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f'_:lal inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Recruirements [ ] if Buildina Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors,on aide toward property line with insuffi. cient setback - Class A or B roof with enclosed eaves Interior -automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry .Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature , Page 3 of 3 Permit clearance ® APPROVED ❑ CONDITIONALLY APPROVED Genera/Information Owners Name: IaLQ�1��7� Same as Computer Information: ❑ No ❑Yes Address:' Provertiv information ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: Date: Zone District: /-i Date of Zoning Ordinance: General Plan: AQ Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement &No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan f No • ❑ Yes Violation Area - SNo ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone 12 No ❑ Yes, check use Floodplain allo El Yes Zone: Watershed Protection Zone fa No- ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial 1� ❑ Industrial ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Mobile Home ❑ Other Proposed Use Complies With• IN General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ' AP #: ��7 1 -S7©—' 0 —1 I ❑ Cohasset Panel Number: Ot 2� 41 SFD ❑ Residential Accessory ❑ Accessory Building Use ❑ Other ❑ Other ' Zoning Code Street & Hicihways Fire Prevention Subdivision Ma Front Side I Side street Rear 3 Height Environmental Health Issues• Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds ❑ Map Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes Date of Recording: Lot: Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the Book: U Page: ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION . 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 12 -Nov -1999 1999-0047901 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying; pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be,_prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: aT V—A-CL (VN pra)pe v4� S+ cu�e .4. G 1 I-oT elb aL4� -FEYEKAPT 68 AS �Vo LI.JV\ aLA 4- u-- WL P G[ "(J�Wi (��2 Cdyf Date Z/—/y —?el PROPERTY OWNERS: i State of California County of Butte On November 12, 1999 before me, Michelle -A. Miller, otary Public personally appeared Malcolm S. Hall personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed.to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. , ` WITNESS m d and official seal.Signature (tet eal.Seal: ` A.P. #_ School District A.P. Number Property Owner .. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) re,0 k � 491hBuilding De artment No. P S0 n U O I Jurisdiction: City County Property Location/Address Subdivision Residential Development Commercial/Industrial a * , 4 Building Department R Lot No. ` irioor mans reviewea oy acnooi uistnct versonnei) District' Identification No. School District certifies.that (Applicant) (Street Address) (Phone Number) Bvw e _ C Li59 &S (City) (State) (Zip Code) has complied with the requirements of Resolution No representing _� , 9 square feet. School District Represerb<tative Oil— *A by payment of $ 3.119 3 � AB 2926 $ FULL MITIGATION $ '`14 Date ! I Paid by Check # Remarks: P _ p.p , ALA i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x);