Loading...
HomeMy WebLinkAbout069-580-054• 11 . 4' 69-58-54 4 0.0 1518 9OB,P,E,M - HOUGHTON, Don 35 Real WAy, g_ Qroville (new�SF) American Tradition om`es7 f • 'k -, li r x r , l r4a�j RESIDENTIAL 69-58-54 .'1518-90B, P, E, M (I HOUGHTON Don J 35 Regal Way, Oroville ,y '//Z 21-7d CXf- a / V OFFICE COPY Address GAS Meter By bate Z ELECTRICV Meter By Date OFFICE COPY Address Date - =r ELECTRIC C Meter By Dat 'JOB FINALE Signature k J=OK O=Not OK ' = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /'L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 m J=OK O=Not OK = Not Applicable = Not Reaay Date UNDERFLOOR (Plans) OK except #'s RESIDENTIAL (Single & Duplex) Lr Zoning -Setbacks -Easements -Flood -Slope g., Main; Soils-Elec. 4R#n =/J-jy'Ftg. Depth tg., Garage; Soils-Steel-Ele'Ftg. Depth Ftq., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalis, Main; Steel -Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel h999. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date 7 Card B-1 Date Card B-1 Date f 9JCard B-1 Date Card B-1 Date f`p PLUMBING (Permit) OK except #'s 1 er Htr.; Vent -Access -Combustion Air -Baffle 17 Pipe; Test & Anchor -Nail Protection W.V.; Test -Fittings & Anchor -Nail Protection 1R-StrlGier Pan; Test, First Floor -Tub Access 20.-Ire-st b & Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Date Card -�j Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22--5—xture & Transformer Clearance -Ins. Protection Receptacles Spacing -Lights & Switches at Doors 24. ize Boxes & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C.J. 2 . quip. Ground made up w/Mech. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. 4 / ga. Cu oy? t)Oven Circ. / / ga. Cu or Al. Insulated Neutral 1 IT Yes 0 No &Q. -SV -vice -Riser Conductors & Ground -Main Disconnect 34-Ecvip: Clearances Panels-Motors-Mech. Equip. 32-Glothes Closet Light -Shower Light -Spa Light a3-6Trfoke Detector DatQ%�gilZ Card B- 11 Date Date Card B-1 Card B-1 Date Card B-1 Date MECHANI AL (Permit) OK except #'s Ducts Insulation & Support drivent Fan; Exhaust above insulation on ensate Drain & Overflow ize & Grade 3 -mance -Vent; b. Air -Return Air Vent -115 outlet Attic Access & Fkatform i Furnance in Attic Date "' r f Card B-1 / Date Card B-1 Date / Card B-1 Date Card B-1 Date T�FRAMING (Plans) OK except C 39. Sils, Proper Material & n Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4 . Be ring Walls over Girders & Floor Nailing 4 aft Stop in Walls (rat proof) 4,Jtre Stops; Furred Ceilings -Stairs -Chases -Tub Wk6aders & Beam -Size & Bearing Date RAMING (Continued) Hagprs-Post Caps -Anchors -Connectors Ing. Joist-Rftr. ties -Pullin -roof Brac-Truss-Shthng.-Rfng. ireplace Ties or Type A Flue -Fireplace Throat clearance 4ic ess; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 51. roperty Line Firewall & Openings xt. D——s-One T -Check Garage -3rd Story, 2 Exits 5 . taira idth-Headroom-Rise-Run-Landing-Fire Protection plywoo on Roof Overhang -Attic Vents -Rafter Outriggers 5 . idin - ailing Veneer 5 . tucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 5 azing Area -Glass Protection -Skylights -Plastic. hear Walls; Nailing -Bolts 9. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/ --(a Card B- Date /-YlCard B-r<,�_ Date L and B-1 Date Card B-1 Ste Oa,' -Furnace; Vents -Clearance -Comb. Air -Connector - ID Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting .I. & Bath Fixtures & Tub Access -Spa E rim & Subpanel; Breaker Sizes abels Stairs & Rails �8. aryleee or Stove; Clearances -Hearth Al&d--rns'Fa.C(�„( Qg-Elec. Outlets at Wood Panel; Int. & Ext. it.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Eiec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper Vf-Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. j.n Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protection Zq-r.,nsulation-Seerfhooked in Attic 0 Yes G Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 80. Following inist 9, Drive es ❑ No; Walks es O No; Planters W Yes 0 No u o; Brown -Finish A.C. Unit; Disconnect, Electrical, Plumbing e is Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 11; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground entilation Throughout House 48. Protection Corrections from Previous Inspections 89. eters Tagged; Gas -Electric . Water & Sewer Connected -C/O to Grade -HD Approval h,11fnergy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date `��• .obi Card B-1;- Date Card B-1 Date Card B-1 r Date Card B-1 Com nts A Final: (NOTE: An entry must be made each time you visit job site) Owner: Permit No., ENERGY CERT IF ICAT ION DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass Batts fr ThiLkness(inches) �/� • l s .sf s5/ A.P. No. Brand Name Thermal Resistance (R Value)_ Brand Name Owens -C nin Thermal Resistance(R Value) CEILING Batt or Blanket Type Brand Name Thickneae(inclies) Thermal Resistance(R Value) Loose Fill Type '=iherg]ass Brand Name - CnrijnU Iiini.mum Thicknes$(Inches) /, �� Number of Bags / Wt. per bag lb. Area covered(ft.22Thermal Resistance(R Value) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) Brand Name Thermal Resistance(R Value) _ Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. ma LOEIRKIE .INSULATION G]. , INC. 499I50 /OWNER STATE CONTRACTOR'S LICENSE N0, S GNATURE OF INSTALLATION APPLICATOR- DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plana and attachinents have been installed as required by the State of California Energy Requirements. , All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. R�s4 FIRM ase print) STATE CONTRACTORS LICENSE NO. 8 1 GIMURE OF GENERAL CONTRACTOR OWNiER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 April 24, 1991 Butte County Building Department We are not going to instaLL a Wood stove�7in our new home at this time. How ever will obtain a permtitt if we decide to install one at a later date. Thank Yo , Vicky Houghton COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial' Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 r -- ------ 747 Ell.i.ott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER - / PERMIT NO.. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need addition xplanation, please contact this office immediately. .-- `ate �- c---�' , ' 0 !1 � � r /7 - t r 1) 0 s Date W Inspector ! _ y j s Date W Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 •� 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE " u G 1-4 ?oma . l C 7 S� 'OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of ork is completed. If you have any question pertaining to this matter, or nee dditional explanation, please contact this office immediately. tom/ T-ne-71f Inspector /Gig's' Date ,._--�,� �.�„v„o,r•.a•+F•,..r•_..,.,a,�,�,s.�.,,,�.^'.,"�r'�'.r--t.i¢.+na.va..z9`,.�, ... —.a-.. .r,€'., .;,: -gym+_ f COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER o-176--� PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date L Inspector ��1"� 1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way,`Chico-'Phone: 891-2751 7 County Cen$er Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER 0 PERM(T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date_T i —% Inspector COUNTY OF BUTTE - VPARTIVIENT OF PUBLIC WORKS 7 -County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION -AND PERMIT PERMIT NO. 1518-90 ASSESSOR PARCEL NUMBER 1l ZONING AR1 I BUILDING PERMI OWNER \ I HolQ r Q TELEPHONE 58 -4543 S0. FT. OCC. BUILDING VALUATION 1518X! OWNER'S NILING ADDRESS v' le 21911 R 112,520 CONTRA CTOR'S NAM TELEPHONE 532-1127 691 M 9,674 194 1 roir 1,540 CONTRACTOR'S MAILING ADDRESS Fireplace I"A" CONSTRUCTION LENDER UNKNOWN -1,000 Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 496.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 248.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 35 Regal Way Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 20.00 Oroville Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 72 Lakeridge PARCEL MAP Water piping 5.00 5,00 Each Qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF B Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5,00 Mobile Home I S I G JWJ 4T.Oe TYPE OF WORK New KA Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: 3 bdrm _ . Permit Fee $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADO'L 100 AMP 2.50 2.50. CONTRACTORS LICENSE LAW under penalty of perjury (check one): 1 deWand I am licensed under provisions of Chapt. 9, Div. 3 of the Business Professions �Code and my license is in full force and effect. License No.o ,r/:2 ClassificationzAL@ ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.� OR ADONS. C ACC. BLDGS. 2�2¢sQft , 87.60 NEW CONSTR.ULTI.OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e ( SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES eL030 FIXED EX. Occup. OUTLETS PI RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 110-10 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ' ❑ The permit is for $100.00 (valuation) or less. j 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 6.00 Cooling 6,00 Hood 3.00 3.00 Ventilation 9,00 Permit Fee $ 34.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, co ts, and expenses which may in any way accrue agai rid n co uence of the granting of this permit. X Date' % Signature of Applicant - Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 54" -deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ,� c CONST Tv E 7 f TOTAL F)E E $ 963.40 HAz CUA PARK SCH FLD PAR PD ✓ HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PEWIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date 7-1 1 Fd 7' f - t Receipt No. 66292 - A6 -3-4o �� �3v`t`L� 15,0P WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT TO: Building Department F ROMI : Encroachment Permit Section �y r:i RE: Dtiveway Clearance i /7o/7 116 lov owner lAation AP # Driveway permit been issued for the above property. nu b 4sign r!e date f .. �L-r.,...,,-.�-;Z.,Y�v-,J�y.,$�".iP-..i-.`"r-.•_+`+..,�:.i-v.t>"',j'9".`�^^G-My--+ii�twl..ktr.iti •�'7!'t ��r• �ir•4,y;►�„�„�-. '' , S COUNTY ,,9F BU'T'TE - DEPARJMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER`DAIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 � _ ION PERMIT APLICA-� ON DATA SHEETCD-e-Z ,% Permit No. 617 s�,/ OWNER �01J �(% /V P. No. 61 "s1 y Proposed Building Use Building Inspector' Date 15-::Zy- 9 At time of permit application, I was advised the following data,must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED IP/1 I 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... ` 6. Energy Design Compliance and supporting documentation ......... ' _AD8.. Statement of Intent for Non -Heated and AC Buildings .. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobile home installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. 3. 14. Park fees paid .................................................... School District fees paid .............. 5` 01 �r-qyio�5 Sanitation approval from Health Department S -r- (/170 e: S 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. ei . Planning approval for (A) Use: (B) Parking: ...... Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior'to occupancy) - — 4 20. 21. Pre -Inspection for required Pre-Inspec. request to Building Inspector Contractor's license information (No., Name Style, Classifications ... (Date) 22. Certificate of Workmans Compensation Insurance .................. 23. �Z24. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. Whe ou issue the permit, process as follows: Mail to owner. Mail Telephone 3 Z-7and hold for pickup at office. to contractor. ; Dbliver w/inspector s Other A p p I ican 12���� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent _Health Dept. Fire Dept. Other Date The following data must be submitted prior to permit issuance: (Circle new item 1. Index permit for above items No. 2. Additional items required: By hecked above). ontracIoi esigne , owne was advised of above required data by_phone_ mail Vcounter by�.date v .1v Con c or, designer, owner, was advised of above required data by—phone —ma ll—counter by date !'l Plans checked by Date Plans approved by 3:)L,/Z Date -7-17 _q-tD ..Sets of plans onhold in _Ale cabinet AP folder Copy—DPW 5/89 RESIDENTIAL PLAN CHECKING GUIDE ti MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) Exterior plaster,` weep screeds (Sec. 4706). Proper,,roof pitch,for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. . Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). 3� Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. oise requirements on duplexes. . Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior opening Arta -A - t P 4- ON � C 0L'� 0 1 . S C_' C o �.� ry E cT,b"� +0�2 c aqD s old TA 2 s'�' 1 rig( `, I -I 1 , - a r 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX• & MISC. ONLY) OWNER GENERAL Bldg. Permit # S) A.P. # Zoning requirements: (sideyards and number of permitted living units). aluation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. FT.nnR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). r. 1 - 3'0" exterior exit door (Sec. 3304(e)). 2. Fireplace and wood stove location, alcoves, and clearance. . Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundion plan complete enough to construct building. Floor catonstruction details complete enough to construct building. levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR tairway details: landings, rise and run, uardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). head clearance, handrails (Sec. 3306). 1ov1 COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telepnone: 916'533-7541 APPLIC�,TiOh�ANO PERMIT / PERMIT N0. F � Z9 _-°NI G OWNE I BUILDING PERMIT SO. F T . I OCA.. I BUILDING VALUATION I I �t % 'ELEP*,ON /V I O wN EA'S MAILING A OR ESS �7l /SLC -S oleo CON RAC T'S NAME //L-- CANT AC TOR'S .0 AI LING AQQR ESS I CONSTRUC TION- LEN— Fireolace I 1 dQ UNKNOWN Total Valuate n ' I S Filing Fee / • C LEVO ER'S AILING .ADDRESS ARCHITECT OR ENGINEER Permit Fee S 70.� I 5 (LICENSE No. Plan Checking Fee Energy Plan Ciecki nq Fee I S ARCHITECT OR ENGINE_R'$ MAI LIN(. ♦DOR E55 BUILDING ADDRESS / Penatty Permit fee PLUMBING PERMIT Eacn Trao I S y I S a' I FilirgFee I 70.00 2.00 I �0,O V LOT NO. SU801 VISION NAME ^ ` PARCEL MAP Solar or heat pump water heater ',Vater 20.00 r/Ji //`//, / �� Piping 5.00 I O Each qas water heater or vent 5.0000 USE OF STRUCTURE Gas piping Zystem 7 - 5 outlets 5.00 SF Duplex ry Mobilehome❑ Other Building sewer fl d T� SPEC: FY MObI le Home SIG W 5.00 10.00 eei TYPE OF WORK New Addition ❑ Remod Ut' ities ^ y��❑ Installation❑ Other Permit Fee $ s Describe work: �/ �L Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;00811121.1 oRs��ss Main service EA, ADO -L too AMP 10.00 p 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): NEWCONST• DWELLING OCCUP.y OR AOONS.Ac. 'JLS. ) 12'/1esaftl - ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code .NEW CONSTR -C L'LJUDcET T L NON.RESIo 811 -NI. CIRCUITS SINGER 2.50 ea ana my license is in full force and effect. / APPARATUS , l SINGLE OUTLET GIA � 1 License No. Classification Ex. OCCUP(OUTLETS OR FIXTURES 120I- 70t I, as the owner, or my employees with wages as their sole comoen- sation, will do the work,and the structure -I%ED APP LNS. OR Ex. Occuo. ;u, L.Ts ;RESIc.: EA.) eALJ 70e I 2.00 is not intended or offered for sale. (Sec. 7044) Temporary service 10.00 as the owner, am exclusively contracting with li ❑ I, licensed contract- ors. (Sec. 7044) Mobile Home Facilities _ 15.00 Misc. Wiring❑ 1 15.00 I am exempt under Sec. Business and Professions Code for this reason Permit Fee S WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): i MECHANICAL PERNHT Filing Fee 10.00 The permit is for 5100.00 (valuation) or less. . Heating I I 167 ❑ I have olaceo on file wltn the County of But:e Building Deoartment 1 a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling ❑ Ishall not employ any person in any manner .0 Hood 3.00 so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject Ventilation t(J Q. to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee provisions or this permit shalt be deemed revoked. Contractor Mobile Home Installation Fee S I certify that t have read this application* and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives Energy Inspection Fee S of the Count of Butte to enter upon the above-mentioned property for inspection purposes. y °Cc CONST TYPE r I also agree to save. Indemnity and keep harmless the County of Butte against all liabilities, judgments, TOTAL FEE S ' r costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. _ "Az cw PARK scHc FLD I PAR PO MID issue X �- Date Th;s permit is hereby issued unser the applicable provi- Slgnatvr. of Applicant — Ow^•' ❑ Contractor- Agent ❑ sions or the Butte County Code and/or resolutions to do work indicated t ion n OSHA permit is required for excavations over 5'0" deep and demol'ti nor construct. ion of structures over 3 atorus in height. above for which - 4: DIRECTOR OF PUBLIC -=.�--. -- fees have been paid -- WORKS - --- -- -- - - Receipt No..—_._. _, 2 _ M"IT[-a. ►. M.. T[L Law•A!e(�lO e, /IM11-IK eI[GT011, sala(MIIOa-,lel GA T -• PERMITEXPIRFS' nnrn ' _'• •- Date ••.•. - -- /(tee cl qs' -e v .(3,�' % Chi%/ S�.de"f Return to DPW y . AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 1 9 O - 2 1 3 0 4 FOR RESIDENTIAL 1?EVELOPMENT S$ction 26-8.1 of the Butte County "Code requires this acknowledgement be recorded prior to issuance of a building permit. 90-021304 Ret. Fee 7.00 The property described herein is adjacent �" Tota t 7.00 to land or included within an area zoned t- Recorded {� . for agricultural purposes, and residents Off,icia'l. Records , of this property may be subject to incon- County of `: veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs , but not limited to herbicides, pesticides, Recorder, ". and fertilizers; and from theursuit 2' 10:Oiam 24-May-90BG 2 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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED Date: SMAY 14, 1990 VICKIE L.'HO.UGHTON State of CA ) County of BUTTE ) PROPERTY OWNERS: �4 DON L. HOU HTON On this the 14th day of MAY —919 90 , before me, SS. the undersigned Notary Public, personally appeared ■�tiese�mr���r�a��a�Ie��rr� STEVE SEXTONPersonally known to me. ® Proved to me on the basis NOTARY PUBLIC -CALIFORNIA ■ of satisfactory evidence. Butte Co nty My Commission Expires Sept. 10, 1993 a to be the person(s) whose name(s) ARE subscribed to the within instrument and acknowledged that executed the same for the. purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No_. 069-58-0=054-0 STEVE Notary Public SEXTON Order No. V-10337 -BE Page 4 S C H E D U L E C = 90-21304 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, Unincorporated, State of California, described as follows: Lot 72, as shown on the Map of Lakeridge Village, which Map was filed in the Office of the County Recorder, County of Butte, State of California, on October 28, 1981 in Book 85 of Maps, at .Pages 11 thru 15. EN® OF DOCUMENT COUNV OF BoT,— DEPT. OF PUBLIC WORKS 3UN 41994 BUTTE COUNTY SG OLS DEVELOPMENT FEE CERTI ATION FORM (One -Form per Building) A.P. Number6c?-0 �r ' -q Building Department No. School District -op- '0 City Q County U Jurisdiction Property Owner PON] "126 H IDA) Project Location/Address 5' REGA 1, WA -1 0P (� Subdivision L AV_F, 2 j o 646i Lot Number 7-2-. Residential Development: Sq. Footage # of Living MHI Addition (Group R) Units . Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Bui !�r--icl - &T a Date (Floor Plans reviewed by School District Personnel) District IId No. ADO School District certifies that, U (Applicant Name) (Phone Number) �. S StreetU Address ), #_ t. (City) (.State) (Zip Code) has complied with the requirements of Resolution No. e9 -90.0 61 `1 S5< 4 by the payment of $ Wq representing Q E-/.3 square feet. L41& chool Dis 'pi..Et Representative ybate PAID BY C(H�ECK N`/ O. BANK NO 7 U "" 7T % 7 PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) PERMIT NO: 56-90 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: May 14, 1990 Applicant: Donald L. Houqhton Applicant Address: 271 Hillcrest Ave., Oroville. CA 95966 Applicant Phone No.: 589-4543 Property Location (S): 35 Regal way Lakeridge Village - Lot 72 A. P. No. (s): 69-58-54 Fees due: $275.00 Connection Fee and $900.00 SC -OR Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: .7f . J�oa z /- , -r l • 3 ocz-c 001, Ahu;WA (�-Zl dUTTE COUN I t BUILDING DEPARTMLNl W Z 1-Sk.:,SpCa -i- I � Q, 7Y+-(4) W1, Wr PtWCO- -2- J'3. COS- CK - �� LASa 2 2-9-H %I D ,126 � Z V�� z a3z>;9 Z' Q:IK .. (id C4 .40 1�1 ,��� ��� Tiu.�s' ova ��'�-c- �/�=�• , M e (42LK,)o �:�. s CZE) C, - -1 3, -)o> 6Lv 0 P'dv'EL ' 112�'v 'pl, )OC�Hoa 7TO :(,A - ) /no. F.4-4)61 LAIDS & - 13 5T gq Ff . :P� C�- z j'(,Of/j4` +-zat ` w ori �c.cs►z. Z �Zs2� �� �, � w � � �►� Cil-- C� aQ.Q X112-zCc� f ea-�-e. �c usd-w +-m Y3100 -3 ?sem K2sp Gcf-ct) (� PLO 0 iso P76-. o,O Pl�iVS. J �T�1 �d //LN . yl yu)Oc)) 2� tnn cF 1'•��1 L �—13llJCl� � 13 _ Cg` St1'ts� 16d N69gK� FtC POP 5 K- SY4L CGS ✓A -U 00� . U rm v I V -715 Tip ;wq -'5-1 AG, 7 5- t\) t 1 h1 u uJ h� s 3� C9 G -75 Ole, A�l aQRO� ESSIoa rn rn = N-- C&�A -CY AC CD vu r3L/c-1 �-S�D ,` !fid � -�` c� �� ��� '`����' ���- x '�>. �� = : �� �,�s N � �z = �.32 i�l��c�. ��. ci-c- ov- .............. rem -los 1�?q _ 3 �� `Lr�� cam= �4 G.�ar/� 1. 1 , - -q� - � 3> 3 /y 0 m n n 9- (6 [ N-1 E R,CK i ��l\� O�►WV.7 3u Uj li7 ztx\ Zro, t6 -s C -IH L t 4vps� ----------- t:gflh'(OZ)G &7ZVOIJ 0 91- m (O5 Z 5119 \V�2 "3 Lf 30 KAI -i�s WI -W K Lis �A I I `'T- Linn w OACA-tK _ QC). � CLPv-� TSUI-Ieo ray CD ro- SP 1 LL + OL - X54 VA + SH �.. 6) s -5 z SS \�05 IQz Z S S Z �� .z � RU �F- . 6 � 3`� � r►l z O ,ppZlj�i2x-t2z c�. Z� ,.�2�,Q�.• Na 4� cu `-- •k�--�- • �pfr ESS/0 �Z� VM F y - 2 � m �v 132.. 2ti o0 0� 2L{-v3 TOP? .CHOR[ .4X2 FIA-LARGH #1 BOT CHORE) 4X2 'FIR -LARCH 01 • WEBS 4X2 FIA --,LARCH STANDARD.EXCEPT AS STS : W1- (2) 4712 FIR -LARCH STANDARD : CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REWIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 2X5 43 MEN -FIR UR SETTER COMINUOUS STRONWACK. ATTACH- T-O`"EACH TRUSS WITH 3-104 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. -� TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONdECTE{D PURLINS SPACED AT A MAXIMUM OF 24` O,C, NOTE: '2X4 493 H£+ -FIR CFi BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING V 72' MAX. O.C. REOUIRED. ATTACH WITH 2-16d NAILS_ BRACING IS NOT REGUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM Com. SPACING MATEFUAL TO BE SUPPLIED AND ATTA -1ED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR_ MUTE: THIS TRUSS WJST BE INSTALLED AS SHCKN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS) MUSTED_BY TRUSS-FABRICATCA. (_; T LOCATE VERTICALS FLUSH WITH TETE EDGES OF THE INTERIOR BEARIH6 AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER THE IWTERIOR BEARING -►UST BE CUT AFTER TRUSS.EAECTION , SHIN ALL SUPPORTS TO SOLID BEARING. Ci)NTRACTORS WARNING: THIS TRIS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OUAIW> INSTALLATION TO ENSkM THAT THIS TRUSS IS ERECTED PROPERLY. ALL NAILS SPECIFIED ARE CDROM WIRE NAILS. CONNECTOR ABLATES DESIGNED FOR GREJEW L_ TABLE 8.18. Y 16 a3__4MAK. 21rOlAX. axe _ 8X3 1 5 1.5X4 1.5X4 3X8 1.5X4 3.5X4 4X12t1.5X4 3X4 3X4 1-3-0 ig`+ 2.5X4 1 .Sx•! 3X8 113X10 1 �c f 2.594 3X5 , . ; .. i . 5X4 r= - 17-7-12- 32-0-0 OVER -1 R-6410 V_ 3-50, A-16034 40- 3.50' PLT, TYP.-ALPINE SEQN-- 94.207 FURNISH A COPY OF THI JL"IW0RTANTv*vm.a a•om vo �. � o t� es z� n1,,!� *aeu ma a: � t�RYd i . � � �r+tsrtm smm � �mmi at., vm 0 � o was gomwt as An viatow To +ma ne "E H �.alitl a C7 to C7oto m larsu/T aMam wm* at Wt. 4"m rtaS C= o t�m ML"Acn rim a@ vim s+cto cau �3 +dam � t� ALp� a�asE sntwz s as es+s a. ste+sz [a O �r 6 r0 MM FACES 40 Papa �}e &Rwrl M Ur^'W talm -� TRUSS a � a� wm 2w �r aaama team Ct+� awe. em MR ow a� s+am+as cowom Imm arawrirc sanwaws As ros ye s nM ago . � G� L7 O D C7 �--Wt � taa3 MA79 lfflnl naE I= - � rlmm Am a mnQ,s.r 12 o�1 CHASE 30.04 1703,_ I _5X4 4X12 2X4 3X4 w i 1-3-0 s \ 3Xi I S. 1 2X4 5XJ4 -4 4 ' A-12360 4d� 3.5(0- J S DESIGN TO ERECTLON CaN7€tACZOFI REK 15.3.4 SCALE a 0.1875 '� � Eg"� OESISN CR IT:TPI -PCT REF 8427--8681 _ RIG � �� e�t�. ao� lows -7-. twumas sow, zmes= TC�L� d® ��Ps� OATE 05/16/90 � no t _. caa AIM Moab �$ coon- TC -DL- J 0-. 0 -PSE Df�d Cal0S dZ? 9013BOIG , gamer: VLaw m� �tv Caw amici w Mia* a m CA Sf: OL 5 .0 PSF CA -Eta; 13Tm alwo a=n.a� i TOT . LD . �3aJ . C PSf O/A L IEAI . a ® wt 4m ons OUR _FAC _ 1-00 C PTH +erw vim aeTAIVI t SWAM tsaa. impgo Tom IN" Nm upowwndo SPACING 24.0a ITYPE S MCI TOP,CHORO 4X2 FIR -LARCH 01 BOT CHORD 4X2 FIR -LARCH 01 kESS 4X2 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A15D FOR TYPICAL PLATE LOCATIONS. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: 2X4 03 NEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 72` MAX. O -C. REQUIRED. ATTACH WITH 2-16d NAILS_ BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACH@ AT BOTH ENDS TO A SUITAIR-E SUPPORT BY ERECTION CONTRACTOR. = FRUN-CM*WTER" INFUT - 0_2M & 01WENSIML SUBMITTED SY TRUSS WR —'NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. D _.-,IT CANNDT BE USED UPSIDE DOWN. TOP OF- TRUSS MUST BE HAFXED__BY- .TRUSS -FABRICATOR. C t-- �1.:LOCATE VERTICALS -FLUSH WITH THE EDGES OF THE INTERIOR 33 BEARING AS SHOW TO ALLOW AN OPEN GAP. TOP CHORD OVER h THE INTERIOR BEARINIG MUST BE CUT AFTER TRUSS ERECTION. SHIN ALL SUPPORTS TO SOLID BEARING. � TOP CHORD SHALL BE LATERALLY BRAC£D WITH PROPERLY CONNECTED PURLING SPACED AT A MAXIMUM OF 24' O.C. til m CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS a TABLE 8.98. PLT. TYP--ALPIW SFG#4--- 141141 FURNi41 A CrIPY nF 'T14TS rX'qlr.N Tn S7Q9zr'TTnbJ rnNTt3wt-rnn acv fin a A er.l Ir _ - - o a Q o 0 o a o s= 0 a O D — a o o a wjnw Quenucm 14C. X IMPORTANT** OMLi so� son A a� o�cn � r� a aft fwanao was � op. art 3jaf zw .a �D Tw =M +star UK'raen Sr�D W3W w opt. +ate ARNING m� lurMa w Dacus. �.-rs � m.e MMM Comp'"C r s® evC0aw.m17S4119-+vM . ani tsar. CMW qw MR -301u �ti pump.- P_ ,• ? 2—� 3 DESIGN CRiT:TPI=PCT FEF -R427--8681 TC _LL 40.0 PSF' I C QL _1© . 0 -PSF DATE 05/ 918190 DAWG F.7 W13MI3 C c7 G O d A�P� o O T Q T. c a o a C=3- 16}3 M". 14 }3� MAX. TO CENTER OF 15 ]A -IMAX _ OPEN CHASE __ 'i -- - . 8C OL 5.0 PSF TOT . LD . �JrJ . Q PSF CA -ENG MS 0/A LEN. 32-0-Q nem . Fne . 1.00 1-5* 3X8 r W=3X4 1.5X4 30.0" TYP 1X3 1X3 I.5XA /\ .5X4 2.5X4 2.5X4 1.5X4 3X8 1.5X4 ti 3X1O 1.5x4 3x10 1.5XA 5X4 1-3-0� -3-0 . ��2.5X4 r-� 3X6 fX3 3X8 ��x3t T�2i4 2!5X43X6 3X6�eI ,---127::Q- 0 ' $1=3x6 X32-0-0 OVER `t 4 5UP0C9T_S P-6410 K- 3.50' iA d 10 -1i- 3.50'- - ' li P-109" 9f- 3.501* -2916 3.50' PLT. TYP--ALPIW SFG#4--- 141141 FURNi41 A CrIPY nF 'T14TS rX'qlr.N Tn S7Q9zr'TTnbJ rnNTt3wt-rnn acv fin a A er.l Ir _ - - o a Q o 0 o a o s= 0 a O D — a o o a wjnw Quenucm 14C. X IMPORTANT** OMLi so� son A a� o�cn � r� a aft fwanao was � op. art 3jaf zw .a �D Tw =M +star UK'raen Sr�D W3W w opt. +ate ARNING m� lurMa w Dacus. �.-rs � m.e MMM Comp'"C r s® evC0aw.m17S4119-+vM . ani tsar. CMW qw MR -301u �ti pump.- � DESIGN CRiT:TPI=PCT FEF -R427--8681 TC _LL 40.0 PSF' I C QL _1© . 0 -PSF DATE 05/ 918190 DAWG F.7 W13MI3 C c7 G O d A�P� o O T Q T. c a o a C=3- AM aaussdCTMW cava 20 GNM aiaa1MGM srm anaaa see ssr:sa r�rsa saasmBesra ac ossa asp wusE a_ ssRr ammsms S w MW am At CAM JUMT Ano WOW taQ+asj crani ♦' sOOUL 1slECC atlEAnCE scram- . la"M Ag .m..E p�.,� ar re ZM VC0 _ sRs UWaM sBSa}B43fs. Um", $U P,=. saeees tau atict es urrsaear enxa oar+ FWMYL'ar Anassp otaam♦o e6c.ar. oratsn 0400 @15'01 qvm a Ills, 0r. � is s ,� � nma. vo wr ex -. ensu. rata vve 11"AN .e ne"M ww". %A � � �� . __ 'i -- - . 8C OL 5.0 PSF TOT . LD . �JrJ . Q PSF CA -ENG MS 0/A LEN. 32-0-Q nem . Fne . 1.00 IDEPTH 15. t? ao� *� a1 u6 s+ssasa� ® - u YMMAL aEs M DMOr UM SM MW me+IZICTI • SPACIfa& 24.0* TYPE SY42-- TOP CHORD 4X2 FIA -LARCH 61 SOT CHORD 4X2 FIA -LARCH :1 WEBS 4X2 FIA -LARCH STANDARO CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH PEOUIREPdE14TS OF I.C.S.O. RESEARCH REPORT #2949. REFER Tfl DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CONTRACTORS WARNING: THIS TRUSS IS DESIGTNED TO BEAR AHD/OR SUPPORT ADDIY.IONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS ADVISED DUAL INSTALLATION TO ENSURE THAT THIS 1RUSS IS ERECTED PROPERLY. NOTE: 2X4 !3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM C1- OM BRACING @ 72' MAX. O.C. REQUIRED . ATTACH WITH 2--164 NAILS. SPACING IS NOT FEOtDIRED IF A RI6I0 CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR- -3-3 25-4-10 2.�a WAX. 1.5x4 iX3 1.5` 2.5-411.5X4, 2XA 13X8 i .5X4 L 331,8 I` 11 3X10 mutt: TH15 tHU58 MUST BE INSTALLED AS SHOWN. � IT CANT BE USED UPSIDE DOWN. TOP OF TRUSS D KJST BE MARKED SY TRUSS FABRICATOR. C A. LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR M ` BEARING AS SHOWN TO ALLOW AN (PEN GAP. TOP CHORD OVER 8 THE INTERIOR BEARING MUST BE CUT AF -TEA TRUSS ERECTION. v SHIN ALL SUPPORTS TO SOLID BEARING. m TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONwCTED PURLINS SPACED AT A MAXIMUM OF 2-!' O.C. 4iJ m CONNECTOR PLATES DESIGNED f OR &PEEN LUMBER PER NDS O TABLE S.IB. --I TU CENTEis OF 14IZ�ii!►X. 15I4�t4AX. OPEN CHASE g /11 1X3, 2.#X4 W�3XA 30.0' TYP, 2.5X4 1. 5X4 I 3X14 . 1.5X4 .5X4) �jl � 2.5X4 r 1-3-0 L C 1-3-0 3X8 3X6 j 03 3X8 �. 7 iX3 ° 3X8 2 - 1X3 3xs) 3X6.5 X4 13-6-0 s�3xs-5-7—.12 33--5--0 OVER 4 WiPPORTS t 8-7240 W- 3.50- 11-:5230 W` 3.50' j Ea-2O92m il` 3.508-2936 W- 3.S0- PLT.TYP.-ALPINE SEtM+-- 04206 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR REV 15.3.0 SCALE - 0_1875 a a v v a o C= o a a L7 a =3 O a o ca o a a f7 a o pl c 0 0 �' T�5 0 o = r" o �� n X ALP= o� "� '�'� eTs� � IMP RTANT** � am. W WSPOims raa ARMING IN + u�cm� as esv.+,nm -ljm mma a mauamm as= Tosu.Tv� ammsm.sm -mr"w aacne � mmm mm smom w se alai m to ame ow � 0 Q�/R OW 1 _ Ces um + 7umtrr caaioam Tar as -vu_ aM� Tim amom fm NMT wslAL #+jaw- ®E "macTa m mw A GAM SoLva m Gan m.T e mB I�.s. maAm mEa®w OT►e OM sm n 111STM m• Acer &AM wim •. ou" TID CAiO J mLL BE LaTOW1.1 SSD ...t: oamrrn�s m wmw seas .T oras �sT ao is s man 0m a .TTaam saawm s� � �a+we aaans Y+e .• ao�a aiatas o.<Tenae sTrnw. eosraw omra +aTN aaa sFgisc as socac � SMA101res crosas —1 awucac om vmms AS am r m as amsm. w w aw no �w 00 — ft'u - t[q*1 a iM F11E �EY6a>11T tlptE!1 tD�. � CA � ppp;ll DESIGN CRIT:TPI-PCT AEF Rd27--86e! TC LL _ 40.0 PSE. TC OL PSF - - - -- - --10-0 ._ 8C OL 5.0 PSF TOT . LO . 55.0 PSF OATS t?5/ .e/JD OANG Cx1SV27 9013W14 CA -ENG Q/A LEN. 33-6-0 OLJA . FAC . 1.00 -- _ - - - _ - - - DEPTH 15.0 — - - - ;LP,CHORD -4X2 FIR -LARCH Of BCT•CHORD 4X2 FIR -LARCH Ai MESS 4X2 FIR -LARCH STANDARD. CON*C7OR PLATES f4UST BE INSTALLED IN ACCORDANCE WITH REOUIREHENTS OF I.C.8.0_ RESEARCH REPORT $2949. . REFER TO DRAWING -A150 FOR TYPICAL PLATE LOCAT.I.ONS. 2x6 $3 HEW -FIR OR BETTER CONTINUOUS STRONGBACK- "ATTACH TO EACH TRUSS WITH 3-10d FLAILS. STROW:BACK MATERIAL TO„ 9� Si1PPLIE{7_8Y ERECTI(ift-CdMTRAC-TOSt_ - TOP CHOPD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. NOTE: 2X4 $3 HEN --FIR OR 13ETIER C.OMINUOUS LATERAL 80TTOM CHORD BRACING V 7?' MAX. O.C. €EOUIRED_ ATTA04 WITH 2-16d NAILS. BRACING IS NOT lREOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAi TO 8£ SUPPLIED AND ATTACHED Al BOTH ENDS TO.A SUITABLE SUPPORT BY ERECTION CONTRACTOR - 16 -4-15 15"AX . 1X3 • ' bF�3X4 3X4 1.5'1X3 i t \1.5X4 J 4X3 2.5X4 3X30 IX3 i 2.5X4 1.5XA.12.5X4 NDTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. � TC LL IT CANNOTIBE USED UPSIDE DOWN_ TOP OF TRUSS D MUST BE MARKED BY TRUSS FABRICATOR. C LOCATE VERTICALS FLU6H WITH THE EDGES OF THE INTERIOR D BEARING AS SHOW TO ALLOW AN OPEN GAP. TOP CHORD OVER A ' THE INTERIOR BE&AING BUST BE CLff AFTER TRUSS ERECTION. i SHIN ALL SUPPORTS TO SOLID BEARING. � t CONTRACTORS WARNING:9 THIS TRLISS 35 CIESILwO f0 aEAR AND/OR SGPPcTT (ut ADDITIONAL LOADS AT SPECIFIC LOCATIONS. m PARTICULAR CARE IS ADVISED USING INSTALLATIO14 O TO EWA)RE THAT THIS TRUSS FS ERECTED PROP£FLY. " } NOTE: TRUSSES-ARE—TO-' t --SP_ =-D: c ._. IMUW . CDW4ECTGS PLA-rrt IGNSO FOR GREEN LLMER PER NDS:, TAME 8.18. �f CF1✓ o� /tst� c, i Sf $►a A OG ct ®WrAo"� MAX _ TO CENTER OF OPEN CHASE�s 30 1-5 1X3 1-3-0 2.5XA 1_,X4 3xig i:b- 1930 ft- 3.50' R-9430 W- 3.50" CLT_ TYP,.—ALPINE SEQN-- 94208 FURNISH A COPY *-Vmelmmmt arwasm ac. o a a a� a 1EIPlPiIRTANTXA Dau =v s mmqmuE vm An o a >a t= om&T:w rem mwm aawaanzaaa: at .tor am"ma Saar t= » o a TMs ar£raam as Aar 614um m ®xaio VW aPt= m GOWUR kM d d a -a no of -swtn oummraa icor aw ffi[_ auleaa: d fl a a= ME rr>wmmem ~ m ate[ owmaxam Dam umm p �e4� r� - 99M ��Da 4�Kish AAM MOM as KAAs aaccE A. G r �. 4mtT casonvocm 7a =m Fftm AT Gila .Jman +i0 i=,w as C=3 TFNJSS o amm. Gzamm mons an a• aaa m ovapimm mama. a+m stsaanm c>mssr vrm amiceat sawtwcm AF 4msoum 'O Q C7 C3 O n ' n--zv1 . aa�t atcac a�am>,aa� ®rt - mttiv� asp 2.5X4 2.5X4 OF THIS DESIGN TO ERECTIC aa� aoolm > aroaan< cow 4ARNING in aaaaa mim axa,aa to �36.m Inv* -m . �e am tarapsLs mooasw Am ait3aa�.ata>ti _ 'n o MxAm cba samutcona. gluaftafmaw Dam ON=" +I RIs. uas>atm alum= umt Qw am* Va!_ az T Ono U" m omm.T Awl=" A."a s %efiv uR 9af"w oom Dna smo cmmB as as aaeel"m m nmra< co am ASE TM a rssms ami r3w skTaamw Toth Lgown. 3XiO. w) REV #5.3.4 DESIGN-RrT:TPI-QCT TC LL X10.0 PsF Tc OL i 011-PSF BC 13L 5-O'RSF T -o . Le 55 .0 PSF OUR. FAC x.00 SPACING 16.0' SCALE - 0.2500 F €I427--8661 TE 05/18/90 SIG CAUSA427 8013MIe c.. O/A LEAF. Lib—O—D DEPTH 15.0 TYPE SY42--- 1 .• i '. • 'v N� „< 7C ti � 1 y °� F �• U Z ^. 4 5� • 3 � � -� F T F `\_\'� �w\\`\`N�/ \ � ` -•ti I I .. f r . v -•ti I I l I I I' • _ -- , . v -•ti I I l I I I' �kl ' , "' 1 Y M - � ' �� r . ` � 1 TOP CHORD 2X6 FIN -LARCH 02 BBOT CHORD 2X6 FIR -LARCH 42 WEBS 2X4 FIA -LARCH STANCARO l CON ECTO+R PLATES MUST 13E INSTALLED ISI ACCORDANCE WITH •€REQUIREMENTS OF I.C.3-0. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE .JOINT. LEFT TO SIGHT AND TOP. TO BOTTOK EXCEPT WHEN LOCAT1E$D BY CIRCLE OR CIMENSION. SEE DRAHIN6 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. ALL BOTTOM CHORD SPLICES OCCLMING BETWEEN PANEL P0INTS ARE TO BE LOCATED AT APMOXIUATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 32') AND SHOULD NO7 OCCUR IN PANELS NEXT TO A PANEL POINT SFIL ICE. TCP CIQRD 94ALL BE LATERALLY Y SPACED WITH PROPERLY COMECTED PURLIVS S'PACE13 AT A MAXI34UH a,1F 24" D.C. Mote: 214 43 ben -fir or better coatA_nuous lateral-lwttos' Nord braciTtq @72" O.C. max. segsLired. Attach L{i3} � n/2 -16d nails. Bracing is not required if a rigida 2255 ceiling is attached directly to bottom chord_ ®®®® {11} 22 Bracing material to be supplied and attacbed at 5X6 both _ends to :i_ saitable support by erection contractor- SW)23�. 42 wedges ` 18) Provide special banger or rmmiection fur'32550- _ 4X4 4X5 1.5)(4 7 TC X -LOC L -Ft 0.229 4.51 8.58 93.00 97.42 21.49 25.71 C7 SC X -LOC L -Ft 0.29 4_51`,8.65 13.00 17.35 21.49 25`71 C SINGLE CUT WES 0-2 ENDS: 1. 3.5.7.9 SEARM BLOCKS -SAME C -RADE AND SIZE AS BEARING MEMBER' � SAG LOC 1 00-00-00:1 BLOCKf12* LOW - 10 15d NAILS/BLOCK BM LOC 2 26-00--00: 1 BLOCK 12 LONG - 10 16d NAILS/BLOCK m �(U)-80TTO44 CHORD CHECKED FOR 10 PSF LIVE LOAD. O W NG JA W 1X4 #3 HEWFIR OR BETTER CONTINMUS LATERAL BR:kAC VBE EQUALLY SPACED. ATTACH.BITH (2) Od KAILS_ 1 TG SE SUPPLIED ANND ATTAiCiM AT 3OTH ETO SUITAaLE6Y EF�CTIr,:d CONTRACTOR. 01 OMATERIAL ALL NAILS SPECIFIED ARE CGHMN WIRE NAILS. CONNECTOR PLATES DESIGNED FOR GAN LLWBER PER NOS PLT. TABLE -9-718.- SPECIAL LOADIPIC " i--------- ccNT:avoasLOA®S---------� r-- cvseclE4rTaasrt� .aaas---N REV 15.2-5 SCALE 0.2500 *JK --go- 4ED10rojiff ss- X -09C Eo- i-PLF a- Tei l S2_4 S2..$ 0-5s TC 1 `22S5 TC 2 273.4 273.0 1.7 .59 TC 2 17,SA 2235 Ti. 3 52.6 52.6 26_" a.TE mo.'s ire. ��rora C=3 9* I MP0A T ALIT ** ASNI NG rA HNIMIM 0=35M an 3C 1 32.6 32.40 261" �. 44X4 Conventiocal fraiing is not the respoosibilitp of the truss designer, plate manufacturer, nor i s truss fabricator. Persons esacttng trusses are cmt to s-ek advice 1sT local 3� AD ' (A)- 12 professional regardinq imenti-Mal framing_ 10.00 Z fw) lxJ 1 3X, 1 .5x4,. 3X:$ 1 .5X4 �� � 10X14 7 5 l6 2X6 SIcN.:k ?required _" 25-0--0 OVER 2 SUPPORTS R -A34" W- 3.50" �- R-4344# W- 3-50- .50"PLT. PLT. T YP .-ALPitE SEG'A1-- 14665 FUR%7S-r1 A COPY CE TH CS OES-rGN TO EOE% f ion COfd i R.ACTCR REV 15.2-5 SCALE 0.2500 a.TE mo.'s ire. ��rora C=3 9* I MP0A T ALIT ** ASNI NG rA HNIMIM 0=35M an DES i.cr4 CA LT: L8C REE R427 --86301E » %w jR rC tt1£. 0 PSF ;:A3E 051 16/90 -Wats. 7C6s "Mad Tei AonTMOL *rs M nmfr- TC tat I ----i00 PSF' 'LAG CMS;M27 901 23 wrw ate "meow cep- sT W3. 4.Rw aoo=rm OWAWA67WW IFA 70 r� SMSMi ZW MM UMM esucOQ ata , MOM 9.�TigTE CA SC OL "iU� rJ -13 PSF SCA -EPG >t a�lS r--=3 cow"SE emm AEFT'SL a03e m 0, Sa near. � A. Smw. Tw 0M aau W t z-+ �. �Ls BM=W a p is sign filet JaTM AM +sz*� 777A1 MOMLT arri�o 3mA= 91 WfWaSTOT a IMS 4W J' � OGIM GOONM EM M. AlTt7'M lei" 'Bei W4w,0Mj= M 6dE1L'i➢6I AAL;P:�10 . tCa . 31 .'J PSF flIA LEAt . C 3-13 -�G=ML 01491 Eri. ��65i llTla 3r[itl:r�H AayQmcss ar AS E�F'L't 430 At M=90- M am7 1*9==1d1R"WWTAMWy?W�W=L040M._ g�y "M we Inn ®CO. - ---- c•rtr� ff� BOT 1 HORD 4X2 FIA -LARCH #1 HORD 4X2 FIA -LARCH #1 WEBS 4X2 FIA --LARCH STANDARD. EXCEPT AS SHOWN : Wt- (2) 4X2 FIR -LARCH STANDARD : CONNECTOR PLATES MUST BE INSTALLED Ill ACCORDANCE WITH FEOUIREMENTS OF I.C.f3.O. RESEARCH REPORT #2949. I REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 43 H9& -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3--104 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY EMCTIflN CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24- O.C. NOTE: 2X4 4-3 diEN-FIR CS SETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING V 72• MAX. O.C. REOUIREO. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIFECTLY SO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY 'ERECTION CONTRACTOR. NOTE: THIS TRUa"'S. OAST BE INSTALLED AS SHOWN. n IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 0> MUST BE NARKED BY TRUSS FABRICATOR. C LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR D BEARIN6 AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER D THE I6tTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. v SHIN ALL SUPPORTS TO SOLID BEARING. 93 COWRACTORS *ARNIW TMS 7AUISS IS DESIGNED TO BEAR AND/OR SUFVOPT (�} ADDITIONAL LOADS AT SPECIFIC LOCATIONS. � PARTICULAR CARE IS ADVISED OURIM INSTALLATION d TO ENSkM THAT THIS TfVJSS IS ERECTED PROPERLY. a ALL NAILS SPECIFIED ARE COMMON WIFE NAILS. CONNECTOR PLATES fl£SIGWDFOR GRE L: TABLE 8.18. x-5-4 - 11-2-62 T F If6}3"�MAX. 21EO�tAX. OPEN CHASE nn 3X8 *=3X6 30.0TYr. 1X3 1.5• 1.5X4 \ 1. 5X'g� 1X3,_ � IG 1.5X4 3X8 1.5X4 f� l AX12 1.5X4 3X4 3X4 1.5X4 4X12 2X14 3X4 /wt 1-3-0 -� 1 a 1 I-3--0 2.5X4 3X10 1.5X4 3X14 2x'4 3X8 `� 2.53W 3X'5 . � - � :_.. 1. Sxd 1.5 5X]4 € -4-4 .. . 17-7-12 i 32-0-0 OVER 4 SUPPORTS Fa -5414 Ih 3.5Q- A-16034 w- 3.50- A-12350 w- 3.50 - PLT. TYP.-ALPINE SEM-- 94207 FURNISH A COPY DF THIS DESIGN TO ERECTEON CMTRACloq REY 15.3.4 SCALE a 0.1675 a r= o a a a �fIWORTANTiiaE�m a�ro�saa" ARNING �ia�� tewom "K 0£SISN CRIT:TPI-PCT REF' R427--8581 j a C= ce c� e[vtsrrsw snm "m �wnrms a an aEstsrma om=w.sm ^ws-�s-. wm�w i= �.: DATE 05/16/90 TFC Ll- 40.0 PSF Q : a G7 J � a CJ a mw sts"m am AR F MLWZ to sma ric lift 7A <nmcwA1r AA WE vrn "K "WUVT Ew�D spa, er Wt. 4"m ME fm TE 10.0 � �m MWA- DL PSF ORWG CAUSRd27 90138016 C3 CJ ALPi a C=3 AL�'�D rnm i0 � LY�IIO #+.3 Mw �R'/i � Q7"OQQ e�.�ta ISE saaR wrv34 gumsRumm OF .s- alas aaoE A. .sem wr aoo OKL at users* aakcw CA Bc OL 5.0 P5F CA -ENG M o a T � a ,"t. COMEVWX6 TO W+. IF.CES .N VOW 40W arcs sass AS mrN06mvpLy anAWp 0.mm e+a«. KAMM aamm 2w r avn.a Mom ansm= siw. a vm sae w nS arras me a6 an aaapaa an uvc �. 6"*Xlm � mm ...�� as wos ,S wcowma as .�.. m oat m .ass � � TO .Lei. 55 . C PSF oiA LEM. 32-0-0 DEPTH 1.00 C=3 o o c� o a am ae sm acv . �- .ars vaE +Ez ra-s #SID man - Raaf ��+uusr -.ora* a.vas+as mewcnv oup _FAC _ 15.0" TYPE SY42--- SPACING 24.0- J .. „JpB: ..30649 MEEK/ATR40UGH THT: TOP CHORD 4X2 FIR—LARCH #1 BOT CHORO 4X2 FIR—LARCH Al WEBS 4X2 FIR—LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CONTRACTORS NAMING: THIS TRUSS IS DESIGNED TO BEAR ANOAM SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING IAISTALLATION TO ENSURE T14AT THIS TRUSS IS ERECTED PROPERLY. MOTE: 2X4 03 HEM -FIR OR BETTER CONTINUOt5 LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2-15d NAILS. BRACING 15 NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BDTTON CHOFV. BRACING MATERIAL TO BE SUPPLIED AND ATTACMW AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1-3-0 TYP. 25-11-6 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOM. IT CANNOT BE USED UPSIDE OWN. TOP OF TRUSS D MUST BE MARKED BY TRUSS FABRICATOR. C 'ti. LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR 13 ' BEARING AS SHOW TO ALLOW AN OPEN GAP. TOP CHORD OVER A TOE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. u SHIM ALL SIJPPOATS TO SOLID BEARING. m TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED � SINS SPACED AT A MAXIMUM OF 24' O.C. til al CONNECTOR PLATES DESIGNED FOR GREED! LUMBER PER NDS O TABLE 8.I.B. U 16 "MAX. 14 I3., MAX. P . 2-2- 3X8 J M=3x4 1.5X4 1X3 9 5' 1.5X 7 "'(1- .5X.4 2.5X0 9. 4X41 3X8 1.5X4 j 1 �3X 10 1. SX4 3X I O o C3 a= a c= o ! 8C OL 5.0 PSF TOT. LD . 55.0 PSF Om. FAC. 1.00 SPACING 24.0' AMSfc=l cm � c C=l c a -1 TOCENTER OF .154-:4MAX . OPEN CHASE 30 iX3 2.5X4 1.5Xd _SXA Ti -3-0 2.5X4 f n JX3 3X8 : _ _ i! JX3 :!! 3X8 t 2.5X4 3X5 3x6 2 ,5• 2X4 12-0-0---� W=3X6-7-f2 32-0-0 OVER 4 SUPPORTS 8-6410 K- 3.50' 3b-14414 it- 3.50' s-ita924 W- 3.54 -2914 W- 3.50' SEGN-- 14$33 FURNISH A COPY OF THIS DESIGN TO ERECTIGN CONTRACTOR **IWORTANT** aor H` ARNIAIG � me Una omw m an SX&M 19 =no Tm 'mm to 433wtmvwA= wMerlAw m f pITl +pfA _ am ww x; 'orLlrr SUM” w sm ST W3. "m codecom Apr. OWN qw mviow M=AL fsmw AM ftU"*6 NW am 20 SUM o<v am 6MML loton Mo Moat ew+sUVR39Ms. to%ZM "SO@= vn*mw 9s$ cftTwi t603w< N" OF ADR Ari Waco 1. POK •ov aRo wwu eF uraftL7 e..cfl CA mfty oowcqp8 W cam f.Am " Fum �t s0 L.9D[1E vTiu aMpLy ATTR Ati� 6�aR s+aKa foeTAs aE r +oaaAL s� aotsaas� ramsA. eoT�rb aev AswA Orem Ga:� eaOs�s COME SSAPMBW asaoa +Q+r .aoRtCYtE eAor7aB6 Gs nem bTp Fm AETA16wff MUM upon. —W] - .,W ftAdl IM139DW. ate - ,at.nmAL rs� soqurnsrrm ,fp�� of 51 REV 15.3.4 DESIGN CP E T: TPI -PCT TC LL 40.0 PSF 1C CL 10.0 PSF 8C OL 5.0 PSF TOT. LD . 55.0 PSF Om. FAC. 1.00 SPACING 24.0' SCALE - 0.1875 F 8427--8681 TE 05/18/80 CD WG C 27 W13MI5 A LEN. 32— HEWATHHOUGH CHORD 4X2 FIM -LARCH #1 CHORD 4X2 FIA -LARCH 41 WEBS 4X2 FIR -LARCH STAMARO CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREM14TS OF I.C.S.O. RESEARCH REPORT #2949. REFER TO DRAWING A154 FOR TYPICAL PLATE LOCATIONS. CONTRACTORS WARNItll;: THIS TRUSS IS DESIGNED TO BEAR Atli}/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS - PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: 2114 33 FEN -FIR OR SETTER CONTINUOUS LATERAL BOTTOM CHORD SPACING @ 72' MAX. U.C_ RFOUIRED. ATTAC14 WITH 2--160 NAIL6_ BRAC1446 IS NOT REODIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. -3-3 25-4-10 2.A� WAX. 1.5X4 ' A') 1X3 1.5' 2.5X�4 1.5X4, 2x4 13X8 J.! 3X$ b rl 3X1O NUTS: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CAPWOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE NAMED BY TRUSS FABRICATOR. LDCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR BEARING AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER THE INTERIOR BEARING MUST BE CUT AFTEA TRUSS ERECTION. SHIN ALL SUPPORTS TO SOLID BEARING. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLIM SPACED AT A MAXIMUM OF 24" O.C. CONNECTOR PLATES DESIGNED FOA GWEN LUI4BER PER NDS TABLE 8.1B. 14 }3' AX, i A) 2.5X4 W -3X4 1. SXA t 3X10 ---I TO CENTER OF 154' MAX. OPEN CHASE 1X3 30.0' TYP. 2.5X4 1. t4 11.5x6 \\\\\\{ 2.5X4 1-3-0 L-- - 1-3-a 3X8 3X6 03 3X8 1X3 3x8 iX3 3X6 3X6 2.5X-5" 2X4 13-5--G ld�3Jt6�--5-7- i2 33-5-0 OVER 4 SUPPORTS 8-724* V- 3.50' R-15230 W_ 3.50" i�2092A M�- 3.SUit�2996 ah 3.50' m 0 w CD 0 4 lPLT. TYP.-ALPINE SEM-- 94206 FURNISH A CGPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15:3.4 SCALE : 0-1875 0 0 o v o v a►mFau�e®p .tea` NC. ="m eeasi¢ venom ewes **IMPORTANT** s&a' a. a asmwaw Fm ARNING " e• ftm DESIGN CN IT: TPI -PCT REF R427--86812 r� o o f_.7 amen e w aTaoee .ave afs a�ssserwaaas m am a2e[aTme mm ma cm.sm -areas-. as am rwmss TC LL 40.0 PSF DATE 05/1-8/90 0 0 0 0 WO emw w MT FSMLURe a MMS UK saa n CoWaft== MWw& Baer ss gM"ft mcTmy+nvt _ eea ca o c� o XM nt 'Qai M WAVOW WOW W 'sA_ &MgE t1QS UMSM T= awTv wL WMAL "Dwor TC OL 10.0 PSF ORN6 CAUWf27 90138014 a o p o QanewmE ME wwv<xTmom f9m a G%M S&Vom f gwm glum cepa ew ms IBu"am6. aa.= snsaeam ama� a�ws s am, we aeeoE a. aaw vao 90M BF usnwsr anaeo CA EJC OL rJ . EJ PSF C&-EN6 `= 7 CSS o ..... oo.arnas maws .alas AT Fyoa eaaMn seo tno.h ti... we6gt, .TT.oeID Ram +aa.L arm` awns.we.• aaara� Dataosezee3a ascrew. aWnew esaa ane aawu miam mm m roT . Lfl . 50 . O PSF o/A LEAI . 33-6 -0 URFAC. i OD CPTH 15.0* MUM STAeOa sosaM +res dXUCXUt �.,� as aam,em a nma.. w uae Im Tees o c � Am am wo - amm q 7M Fm fewo rr "MUM uaaa. . „_ - .lax B!MM els - .r,w.a amm own"Tme sae me+Rcrrae SPACING 24.0' TYPE SY42-- -715- TOP CN(IRD 4X2 FIR -LARCH 01 BCT CHORD 4X2 FIR -LARCH 01 - WEBS 4X2 FIR -LARCH STANDARD.' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B_O. RESEARCH REPORT 02949. J REFER TO DRANK, ALSO FOR TYPICAL PLATE LOCATIONS. 2X6 A3 HEM -FIR OR BETTER M ONTIM LXM S'TRONGBACK _ ATTACH TO EACH TRUSS WITH 3-10d kAILS. STROWBACK MATERIAL TO BE SUPPLIED BY ERECTION COWRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. TALL NAILS SPECIFIED ARE COMMON VIAE NAILS, NOTE: 2X4 f3 HEM -FIR OR BETTER CONTINUDU6 LATERAL BOTTOM CHOFU BRACING P 72' MAX. O.C. REOUIRED. ATTACH WITH 2-16d NAILS_ BRACING IS NOT AEOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 7M mt] T_ TYP 16-4-15 15, 4 �IAX. 1X3 �� 3X4 1 .5' 0X3 '3X4 1.. 5X4 ) 1 X3 2.57(0 3X 10 i X3 2.5X4 11 x1O 1 _, X4 9X3 -. NOTE: THIS TRUSS WJST BE INSTALLED AS SHOWN. � IT CANNOT SE USED UPSIDE DOWN_ TOP OF TRUSS D MUST BE NAPKED BY TRUSS FABRICATOR. c LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR D BEARING AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER .A THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. N 4 SHIM ALL SUPPORTS TO SOLID BEARING. CONTRACTORS WAFO#IW. THIS TRUSS IS DESIGW.O f0 BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED USING INSTALLATION TO ENSURE TFWT THIS TRUSS IS ERECTED PROPERLY, NOTE: TRUSSES ATE TSD BE CLNWCTOR PLATES IGNE' TABLE 8.19. ,- ' FOR GREEN LLVABER PER WADS. 2.5X4 1 .5X4 a 2.5714 3Xs L° 25-0-0 OVER 3 R-1WO Mf- 3.50- R -943s k- 3.50' cs ca c� o o I= Am: a a oo C=3 2.5XA 2.SX4 �1 SEGN-- 94208 FURNISH A CO3`r OF THIS OESI6N TO ERECTIC **IM�lPORTAN *jt sua ap aE am A ARMING In "vxLm 9;om r in Tres mm -a m as s+nu im axe %E mm ;m CWCRP04X mooffaw am am IM IM'Voi M 6WICOM iiaoP a WE 4MAE CONIMM Tis$ DESM iW ACOQ:oxft 9DICCM iiaml im dwxrmi "No bw TACM egTY» 63M #"a apowEK sma1Eim5. ukm "VoEma E cnema'E Slsi >Erms twomm'i mm Cs ffm Ari Mw A. $ om aw 0000 !it Q tomm"'r mm ,aeT cosi 30 ears ira¢s AT W= •Asia Aro L=91W 4S taro pMraLl ATT C" jjLTM v 94Djw.R snow, SEACM aamts Art a- apsgaeLL upam Osit'e!!SE 533 u+ ao qmoPH 'o cmm an atciv sTAMARN wawa. ant. awt3com" AS SwBCr al UMUL co am �=E Tam am am wm. aEsaan eQsr i7NE rtTaa+or +wE1C,eD ioom. iX3--�_ 3XB 1.5X 3X 1O . Wf 1.5' 3XB R-Tmo W_ 3.50, DESIGN CA.TT:TPi--PCT Sp 40.0 P5F V 10.0 PSF 1v BG $P�f G.M� C1iiRt✓ OA/ %ff7s 55 _0 PSF i I/A �GC owzz fr - 7&ee �a 16.01 MAX. TOPER OF �ENi CH ASE WAY#.5 3ro.o' TYP. 1x3 2.5X4 1 .5X4 a 2.5714 3Xs L° 25-0-0 OVER 3 R-1WO Mf- 3.50- R -943s k- 3.50' cs ca c� o o I= Am: a a oo C=3 2.5XA 2.SX4 �1 SEGN-- 94208 FURNISH A CO3`r OF THIS OESI6N TO ERECTIC **IM�lPORTAN *jt sua ap aE am A ARMING In "vxLm 9;om r in Tres mm -a m as s+nu im axe %E mm ;m CWCRP04X mooffaw am am IM IM'Voi M 6WICOM iiaoP a WE 4MAE CONIMM Tis$ DESM iW ACOQ:oxft 9DICCM iiaml im dwxrmi "No bw TACM egTY» 63M #"a apowEK sma1Eim5. ukm "VoEma E cnema'E Slsi >Erms twomm'i mm Cs ffm Ari Mw A. $ om aw 0000 !it Q tomm"'r mm ,aeT cosi 30 ears ira¢s AT W= •Asia Aro L=91W 4S taro pMraLl ATT C" jjLTM v 94Djw.R snow, SEACM aamts Art a- apsgaeLL upam Osit'e!!SE 533 u+ ao qmoPH 'o cmm an atciv sTAMARN wawa. ant. awt3com" AS SwBCr al UMUL co am �=E Tam am am wm. aEsaan eQsr i7NE rtTaa+or +wE1C,eD ioom. iX3--�_ 3XB 1.5X 3X 1O . Wf 1.5' 3XB R-Tmo W_ 3.50, DESIGN CA.TT:TPi--PCT TC LL 40.0 P5F TC OL 10.0 PSF SC LCL 5.0 PSH• TOT.LU. 55 _0 PSF WN. FAC. i.00 SPACING 16.01 JI.ALC o V .i'-9tRJ ;TEF R427--86(631 DATE 05/1$/90 OAWG CAUM427 901WO10 c. CA ENG M S O/A LEm. 25-0-0 DEPTH 15.0 TYPE SY42--- \ 1nR• Anmrn- rry r I!t1ONUl- 4X2' FIR -LARCH #1 :BQ,T''CHORD 4X2 FIR -LARCH #1 t *-�,wEBS 02 tFIR-LARCH STANDARD, EXCEPT AS SHOWN t : Wl- (214X2 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF''I.C.S.O. RESEARCH REPORT 42949. REFER TO.DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 2X6 #3,H£M-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3 -!OU NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. NOTE: 2X4 93 HEN -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING & 72" MAX. O.C. R£OUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A - ( 20-9-4 25-11-6 16 }3 AMAX. 3x8 A) 1X3 i 5" 1.5X4 1.5X4 1,1 .5X4 ] 3X8 1.5X4 �- 1 N=3XE Eff-0 FR M COMPUTER INP UT`6pAD� &'DIMENSIONSt SUBMITTED Y TRUS! NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ; ((A,) -..LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR BEARING AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION: SHIM ALL SUPPORTS TO SOLID BEARING. THIS TRUSS IS DESIGNEDOTO BEARIAND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. CONNECTOR PLATES RESIGNED FOR GREEN LUMBER PER NOS TABLE 8.18. 21"AX. 4X12�1.5X4 3X4 3X4 TO CENTER OF OPEN CHASE 30.00 - 1X3, i -5X4 4X12 2x4 3X44/ W( 1-3-0_L+ lit 1-3-0 2.5X4 5X8-�: 3X10 5.5X4 �3X 3X8 • .� ..: 2x4 2.5X4 3X6 1.5X4 1.5" 5X]4 W=3X6-'r 17-7-12 `4-4 R=138# R-6414 w= 3_50" R32-0-0 0-_ 0 O3E504 SUPPORT 2,S R-12360 W- 3.50" ALT. TYP.-ALPINE SEON-- 94207 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT"Au TOIT REY 15.3.4 SCALE d ( 0 0 c o o © Ali1NE SE oall" =Ma ravens REa11. EniETE AAAI DESIGN CRIT:TPI--PCT REF A427 **IMPORTANT** suLl Ilm Ef REsiO�s1E1.E fEa MaWARNING IN NIINpLT1E. 6uECTIa1 we d O E= C? OEvtiTION rom THM SMIFICAILOM O4 ANY DEVIATION FWN ERICIIC S>£ 'ETfT I tit z r- 0. G) ri r� E' 18/90 'V ?7 90138016 2-0-0 2-- r r E= o o "ID INUSNON Ar Y FA3UFE 10 EILEDTHE Trow Ir •DUALITY `�. QJRACIN6 HOOD rplliSE@TC LaENrMI' allo �EcoCM00�LTE0�i-+IiIF gE LL 40.0 PSF GATEORFOFNtNE C o C r¢Tn IrE E: rhlpl+o osee- EST TP7. 1LaIhF OOIiE;rroai AIE N1/uAt:1LiTSAUW Lu1.+AUnf VIXM lJNLCW . IMS a MIN FOR AarFTIO"%L ei"IALpjR".TC HENT MWIM Ji<OU2AOBIYK. Otto bL 0.0 PSF QRW�i G�f jEA o QV*"I£E SNOOK MttM IEWIMNENTB OF ASN &W MM a. AIRY fAMtEC10a8 OT/ MnSEPIN %of TLF aaa V.%U 9EtATENI.ITCABC DL �J.0 4 VSaZ t� ca TO [IOTN CAgi aT EACN JOINT AM LOGITS A6 ESTANDA NEOTO O i• In U UNLESi OIVaM SE NS aisw sTANwAIs casD4r VITN. AaRIlABLE Rartslas OF +fie? AM xtPI dCTl, 1FITR PPpF£0.r &"AOWqA1MSIiRTKINS.Jsew. iOlTa! aeTO VtTH NOiID CEILIM; Oa OPAMNS As NFECtFIEp ON 1£i1sF. o0 3ar IIiE TNIi TOT.LD. 55.0 PSF PSF CA-E1�G O/A LEN - WSION mINFWC FIT4POW1.Tlgkno LOWA. ,E n ..1 ,.05/ DEPTH ■:-iPl � 78186 AATf 1YtiIT111� l06 " NATI[1i/L MWOM WMfIGITION FQI wOD ODtEtTRLegO1F F ,11jJIjj �D+UA.FACt+. -SPACING 24 C .O�i TYPE I tit z r- 0. G) ri r� E' 18/90 'V ?7 90138016 2-0-0 2-- r r BOT .CHORD 4X2 -FIR-LARCH #1 W $S 4X2 FIR -LARCH STANDARD,0cherwise shown cept as ot shown - 2)4X2 F:L. Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: 2x4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72" MAX. O.C. REOUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REOUIREU IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 29-9--3 25-11-6 2-2- 25-11-6 16 > 3�•1 MAX . 1X3 1.5' 1.5X4 1.5X4 3X8 1.5X4 1-3-0 NOTE.THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. (01OCATE VER71CALS FLUSH WITH THE EDGES OF THE INTERIOR BEARING AS SHOWN 70 ALLOW AN OPEN GAP. TOP CHORD OVER THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. SHIM ALL SUPPORTS TO SOLID BEARING. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPEgLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.18. 14 F3" MAX. �i 3X6W-3X4 75,X44 2.5X4 3X1O 1.5X4 + 14-1-10 1 .2-2- 1.5X4 30 3X]0 1.5X4 ------&i TO CENTER OF 15 4 .I MAX. OPEN CHASE P 1X3 /ZTi-.3-o 11.s X 2.5X4 1X3 3X8 3Xb� 1X3 \_.( 3 Bww W1 2.5X4 (33X6 3X6 2.5X) 5" 2X4 2.5k4' 12-0-0 W_3x6 32-0-0 OVER 4 SUPPORTS R-5410 W- 3.50' R-1441.1 N• 3.50' A-10924 k- 3.50 R-2911 W- 3.50" PLT. TYP.-ALPINE SEAN-- 14831 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE - 03.1675 a a O a !� a O C Q o a a c • P; c o TR�S� C� c_ o o .C= o **1MPORTANI * aNNE ElMilAUR" �'& ue- puLL MN S O AM CIEW LE NaI nn DevXarlON rip i'IESE sEdNlGArioNS OR aNrt IEMiAll01 r SNIT VERGIN 00 Ain rAU Mt 70 WILD nE IRM IN 0MvQm V X 14W M 'VA%L1rY STAWW GPS$' " M. )"M OMCT" AME NAKWACTUM0 "M 20 SAM 9&TMaZF0 siL� VNL ml�se� N;roNrL «tttsra IeaysMrlerne NIN astNt auS NaM A. AMY mom W.AWNCONNECNOM7i t LW ' M W 4MMl .10DNe allo LOCATE swouN. eEawNA Nnene .ae r I�OIgMII IM�fi6 OtiENMISE s+No+a. D[SZSN STANDS= OONFORN rnrN MKIMU NMIOg5l06 �s im enol cc". . � Woulse E"MSNE eim WARNING, T- +�LNOLSMG WMVIONoo M aro wNClNi.[�fE '/Mr -aa'. MYCll/i 140D iRJb7[¢ ODMfJi mm em iEGA1i8WT1Vi-+rlil . RE nos DESIGN FOR ADOMMOL. SK91AL neiva- NENie rYGac NEWI�:NBNri. irr.EB6 OnEM�OH Cow Nal. O Mo OMLL Nle L.AmnsLV OUM WTIWITA ='sOi e " ACHEDFJOID R1 INC. BEalFOMq DOrtON OIOt1D N2AI wasp ¢iLslM: On emom Aa s# iT D OI emlai. 00 NOT um "m[11 DE87DM N4til'rm Neraiowt mam mma. CA � I �P �� DESIGN CRIT -.TPI -PCT REF 1 427--858 i TC LL 40 . 0 PSF TC OL 10.0 PSF BC OL 5 . 0 PSF 7QT . LO , 5�J . O PSF DATE 05/ 18/90 DRWG CAtM427 90938015 CA -ENG M S OSA LEN. 32-0•-0 r I1i� DIiA .FAC . i ..DO T DEQ PTH irJ . O w.lvl - in= OLAW IN913 Nos - NarsOML DEMON avcursrsY=a Nae WOM COaarR=100 SPACING 24 . f% TYPE SY42-- K. P640 MEEK/ATHHOUGH .HORD 4X2 FIR—LARCH 41 ;HARD 4X2 FIR -LARCH 191 WEBS 4X2 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS Al SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: 2X4 43 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING & 72- MAX. D.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1-3-3 4-10 2.g1 MAX. 1.5X4 1X3 1 5" 2.5x4 1.5X4/ 2X4 3x8 1.5X4 3XB 3X10 1-3-oT; NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. � IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS y MUST BE MARKED BY TRUSS FABRICATOR. ' N (A)!i.%LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR D s SEARING AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER A THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. v SHIM ALL SUPPORTS TO SOLID BEARING. c0 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. W (D CONNECTOA PLATES DESIGNED FOR GREEN LUMBER PER NDS O TABLE 6.1B. a 14 F3-�1MAX. 2.5x4 4.5X4 t 1:14-1-10 > .2-2-13 TO CENTER OF 1514 AMAX- OPEN CHASE {A ' IX3 W -3X4 30.00 TYP. 2.5XA 3X10 1. x(44 1.5X4 1.5X4T 2.5x4 1-3-0 n 3XB 3X6 n) IX3 3XB 3X6 1X3 3X8 W=3X4 i X 3 3X6 3X6 2.5X14 5" 2X4 13-6-0— - �_5-7-12 33-6-0 OVER 4 SUPPORTS A-7244 W- 3.50' R-152331 W- 3.5D" R -1092f W- 3.50 14-291f W- 3.50` PLT. TYP.-ALPINE SEAN-- 94206 FURNISH A COPY OF THIS DESIGN TO ERECTION! CONTRACTOR REV 15.3.4 SCALE - 0.1675 cm t a o 0 0 C= C= ATRU C= © f� C **IMPORTANT*M auu «o It REsPoM M FFo T�Mirr MYOTCOC soa WM $MC:FlM1W E 00 ANN NVIATM rmw "us aolom w awr PAUUM 10 suIW 1iE Twos IN MWOU Pc ION DE -awtr CSIASOM aSTee• W TPI. 471W oC MTOM AM "r W=lwm FRW i9 SACK[ SaVARIZ O ITEM MLCM ETCOSEt TEe1I1K rEewaneTRs or A6TT1 AAAS i+ulE A. afty Z*4CM* 10 O r1A FAM AT EACN dOINC AM L=IE sou+• e0trw1PAN3 T¢9Tus sae 81 Iw At LftmLICUL MCVIr> slow. T>ES[6ff ai+AOAeisS ourawl nru APPt]CARt PTpYIfi1WEt as Cif06 AAD tiPl aCN .. .. WARNING IN famMM" NkgEMJLM Eacittd+ a�,o ewC340.9M -Bot-TCB•. SMOM moo sa�m =NMMOW ro � arras-.mr! . VEE TMS CLEW E sat A�IIMI, PU114, Pfau- 1CCTM SUrP C +EWV040ffs. u4sm (PmmwmIICNQMI6E pofEl Ttv tt#a itYLL eE uTEpALtY ewtf9 rITN PAY ATTACK0 PLTCipsO SWAL"t ASlTSP o+aD nON FamDMO ea 00 I 11JUS As aPEgrsW a oEstsw. 00 tar tsE rxli aaW qts PM IETYpANT VEATW INWR. CA �a ��� ire DESIGN CRIT; TPI—PCTfE' 8427--g6$1 TC LL 40.0 PSFTE TC DL 10.0 PSFWG BC DL 5. 0 P5F-ENG TOT .LD. rJr7 . O PSF 05/18/90 CAUSR427 90138014 0/14 LEN. 33—�-0 DUA .FAC. 1.00 DEPTH 15.0 .... . A—TPl • TAM maIE ImTsTum. AEa - WTIOHCL G WOR BPWFIrCTHN FIR 9— WHIR . CSN SPACING 24.0" ^� TYPE SY4C--. j` -co g ,ma N701Yt I. - POW m it d Ad -1 .ar'x�( x 14 Nix F- m 116 r-rr i1�QLLQ � 1�- �X a ar)O ~ Rccm m to ro a m Q O s t a v S n in h z Rt a Moa m F-mrn Q MZC3 =410 n NO>• 4 rx� Cbn�E3d a —Am - snNM►-N c:l T040 OZ 1 NVOD m N�-+r-m mR�G�imO O �-•+s oaF-mo 1- RA» WSatu+¢- d O+S"1m w.mq4nm RO 4—lMtr•>- ti N0�.4 wra ON s CIVOM OPCDCr 0 w vmm F- scv "M xvat7S•-+ 4 1-u..aN� 1 V1r7 v ++ cCc�►- N rr •��i O 1A-OK>m �X to C 1-Vp C3 T "z Tpx"O a s O MI.-rimm Ii •NF - Ci NOrN „aNDOSOmQ F- =WH " toi0�-On cr � amNlvcv 1-•c►-►•. ►- =CC-IQm R1 MX* n 64 0-M ¢am 4 S •Q nS m m cac7�1 cr �tt1. S4NDA N�t:10Zb 1" ►-t Q tL T MI -I wwm o >r 9X Fn ►valor c a ��n n, -M$"' �+ ~ s�- Fa-hCa�tsi74 mx.. N a Oxy d5 �N CoxnM4 O -10-.4 S;m a 0 � 807A9077 (4) w I u x d W x fu ti dT Q .r A .4 �" x p h �A 00 nm � ms ' w Qa o Om rr X 10 w v ?C Iz w x co r NO W x O X w m 1^w X cfl �J w X X w N w -eq-- x ra w x �O LA � N X -�� ro m s., I X ` V U) r >M X d tV DDODOODO 0 ►- OODQQ Q rr D cr D t r.a � DDDDO� D g DDQDODOD D ¢gig Aeo a a* R d c a E2gE P r aLae E i .0 � La > , tz iR 31 It w d p N 5 13 VI ru is tr N����' I m M n 0 no � ff -1ov'-x`: ra � -1 "1 1 T• ..a n v Q r A ..1 IrL) ,:� OOtirut� C>OOOCi 0 tr . IT rr Lct�r,� rr F- rr ,r rr co m a O vOPn r tr F- 3 1 Q U m m s , rn cr n S CD ro)I CD ru ' g ro '_ CD o o 3 a ►+ m m a rev 17 cv w7 am a a Q -1-1 m N N N� O -fa N fx mx ~ o 435 d � Ix 5-o Tr a a ',7 A� cx0 • d O m S S.4ri m z CD ir a Q m clA O S S m 0 f- rn V � 807A9077 (4) w I u x d W x fu ti dT Q .r A .4 �" x p h �A 00 nm � ms ' w Qa o Om rr X 10 w v ?C Iz w x co r NO W x O X w m 1^w X cfl �J w X X w N w -eq-- x ra w x �O LA � N X -�� ro m s., I X ` V U) r >M X d tV DDODOODO 0 ►- OODQQ Q rr D cr D t r.a � DDDDO� D g DDQDODOD D ¢gig Aeo a a* R d c a E2gE P r aLae E i .0 � La > , tz iR 31 It w d p N 5 13 VI ru is tr N����' I m M n 0 no � ff -1ov'-x`: ra � -1 "1 1 T• ..a n v Q r A ..1 IrL) ,:� OOtirut� C>OOOCi 0 tr . IT rr Lct�r,� rr F- rr ,r rr co m a O vOPn r tr F- 3 1 Q U m m s , rn cr n S CD ro)I CD ru ' g ro '_ CD o o 3 TOP, CHORD 4X2 FIR -LARCH 61 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. 8O CHORD 4X2 PIR -LARCH #1 exce t as otherwise shown IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS NESS 4X2 FIR -LARCH STANDARD,, p - MUST BE MARKED BY TRUSS FABRICATOR. W1 2)4X24.L. Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH �A�)LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR REOUIREM£NTS OF I.C.S.O. RESEARCH REPORT *2949. BEARING AS SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2XG #3 HEM -FIA OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-]Od NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. MOTE: 2X4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 72" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 16-4-]3 15.4 M' AX. 1X3 -i 23-3- 3X4 1.5"1X3 ,CA) W -3X4 1.5X4 J 1X3 i 2.5X4/ 3X10 1X3 SHIN ALL SUPPORTS TO SOLID BEARING. CONTRACTORS WARNING: THIS TRUSS 15 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: TRUSSES ARE TO BE SPACED 16" O.C. MAXIMUM. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.18. 9-7-1 8.,9", MAX. 1.5X4 2.5X4 ].5X4 ) 2.5X4 1X3 IX3 3X8 1.5X TO CENTER OF OPEN CHASE 1-3-0r 1-3-0 w+ i 2.5X4 n 3X I O 2.5X4 3X 10 W+ 1.5X4 1X3 3X6 �1 2 2.5X4 \ ].5" 3X8 1 W=3X4 Special, Web r' r 3X6 Special Web. 20-4-4 25-0-0 OVER 3 SUPPORTS R-1934 W- 3.50' R-9436 W- 3.50" 9-7341 W- 3.50' 0 D C N d ro V m 0 N m O PLT. TYP.-ALPINE SEDN-- 94208 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE - 0.2500 t� t� o n = C= CI o 0 0 C Cl b o r� Q v t= D E7 O C] cm � L p C !t .6 O G TRUSS E� a7 C= e © cs o C7 X*IMPORTANT-H* ML NOT` SE em � M AK DEvtarlam room vwu spearimme w AMr ownutoN FIM THIN D:E16N ON AM FAILM TD OWID TWE TWEE IN G0WV W= WIT14 Ut 'OOFLIrF SrAMOV asleep eT IPI. ALPINE CMCVCM AM KLAFA"W" FEW 20 SOM GILFAKIM STEEL 9fit"N1SE 00^ IEifM iEWMR006 OF AMN AMS auoE A. ARtr CUMEUTIM 'MO M FUM AV UM MINI AM L=IE AS 61EFlL eEARTF6 gell� AIE A' MOmIW UlEB6 01MMUSE SFOW. ms m SlAbb m COW Ar NITA APKICOA1.E Poem 61�C Or exx IIE "PI bGq . WARNING ITNbiMm1m EECTICH AM mummo.m •err -w. aweua roan mimm VOWNDM rr AND AF'OOMgQATIOFFTPtI. IRE TFAS MWON FOR AMITIO FAL SPECIAL PERNA- FENF WAMW $WWVF]EM'S. U AU nrrENAM POK YCP acorn IML BE LAIVUu.8"mD IdJTN w�FE1ir ArT�w.++ooD aEUNINF� edETOM 04M 10TH Mr.10 OEILINS CA MUSS a% S�EpFSW ON DMIN. W tW UK "40 IESIGN 10Th FIFE WTfPnMNE EEATID LLMR. CA �ryt fi 1111 i� DESIGN CRIT:TPI-PCT AEF R427--8681 TC LL 40.0 PSF TC DL 10. 0 PSF BC DL 5. 0 PSF. TOT.LD. �J5. © PSF DATE 05/18/90 DRWG CAUSR427 90138019 CA -ENG N� 0/A. LEN. 26-0-U DUA.FAC. 1.00 DEPTH 15.0 r-_TPi i twmn PLATE Iaebtsum NOS - 100MIIL a WOR eeAjf:C U69 stie wppp OoBTAFFCTtOm SPACING 16.0' TYPE SY42-- 1+ C z OM <&flu n 0 ov:K E—m mm PWws<mc.- e -"g n a n . WE40 WOW 0 (t) - 0 T.&T 9 `�gj IMP' xvo� 0 95� Xaa us Q 0 MRX tK vp m 0 gT Z�o (m may 0,4 o 77 an --I <ull � m C-11 0 w OlfA m CP :D 5:: � U9 W. a, V�N�- 0 . P- Z 136 S tKU8 0 ow cc fK VZD rl rD C4 1 9), LQ C9 �121 u 9 a D 0 0 00 Rol u HOOD. a 09900090 a R .21 161 15 F3 II REP .fu LE AD — M 0 C-) 0 cu C9 Ir CC < m rp w A as ro 'tt4 0.0 C) 0•® 0 fr Fr "R fq m la o e-4 nm "I �Dmwam m <g rn q 'M M� 7: in a5 � 17111K of) MFnulp—, rb -- IV -Wr Eo u C4 1 9), LQ C9 �121 u 9 a D 0 0 00 Rol u HOOD. a 09900090 a R .21 161 15 F3 II REP .fu LE AD — M 0 C-) 0 cu C9 Ir CC < m rp w A as ro 'tt4 0.0 C) 0•® 0 fr Fr "R e-4 nm ' dGl-M0-n339N0-1 60:60 66, 02 Hnf r.• '4i 4i>s- 1711 ItlfV t/y rt•_ 90(L66)029A TUP CHOPO 2X8 FIR -LARCH SS. EXCEPT AS SHOWN BOT, CHORD 2X6 FIR -LARCH f2 HERS 2X1 FrR-LARC14 STANDARD T1 -2X5 FIS -LARCH 02 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE 611TH FEGUIREMENITS OF I . C . B .O . RESEARCH REPORT 02949. ALL PLATES AHE CENTERED ON JOINT UNLESS LiTHERWISE INDICATED. SEE €1RNGS- 130 & 160/16OA--G FOR TYP. PLATE LOCATION DETAILS. ALL BOTTOW PANEL POINTS� TO BE LOCATESPLICES D ATSADPPROXIMATELY 314 OF AND SHOULD NOT £LOCCUR IN PANELS LENGTH FROM NEXT TO A NT PAAWLIPOINT� SPLICE. TOP CHUM SHALL BE LATERALLY BRACED kITH PE?DPEq_y CONNECTED PURLINS SPACER AT A 14AXIKM OF 24. U.C. ALL NAILS SPECIFIED ARE C014ljl+t WISE NAILS. See 90(166)0298 for addition: notes_ "I J2253# 8X12 0-s-1 4X-4 ia.ac 4X5 1 1.5X4 7X6 A-Q3G36 W- 3.50 - 6X5 3X5 6X8 3X4 t 1.5X4 #sl$ -5x10 7-11-11 Ila -0-10 s - OVER 2 7(: X-LUC L -R 0-29 3.89 7-25 10-13 13_00 15.97 18.75 22.11 �� 25.71n BC X -LOC L -4k 0.29 3.89 7-47 10.13 13.00 IS 1B.S3 A 22.11 25.71 -87 C SINGLE CUT WEB 1-2 ENpS; 1. 3. 5. 7. 9. 11. 13 � A BEARIM OLMKS-SA1E GRADE ANO SIZE AS BEARING MEMBER BM LOG 1 v 00-00-W1 BLOCK 12' LONG - 10 16d NAILS/SLOCK SR+G LOC 2 26-00-00:1 BLOCK 12' LONG - 10 16d NAILS/BLOCK p (A! IXA #3 HER -FIR OR BETTER CONiTIMMUS LATERAL BRACING TO 8E EO DALLY � SPACED. ATTACH 4iITt4 121 80 NAILS- BRACIM MA-WRIAL TO BE SUPPLIED WID ATSUITABLE ESS 12 SUPPM-i BY ERECT ONATTAtCONTRACTOR-$OTR i0 d CONTRACTORS WAF0tING` 9!3 THIS TRUSS IS DESIGNED TO BEAR ACS/aq SUPPORT ADDITIONAL LOADS At SPECIFIC LOCATIONS. ECARE IS ADYISEO OMING INSTALLATION TOENSURE TO THAT THIS TWSS IS ERECTED PFOOP¢qLY_ i.QCIaL (10}171G (( }} •-c---t-----tearGua Lefts ------ \$1 ,pKI2 EO.S=t2'Ms-�• � •I . tO lOcrc : jls.r3 1.:5x6 lit a ICU Sl*. ::s• Q 10.00 0 li axs fid) 3X3 6X8 1.5X4 7 Xs PLT_ TYP.-ALPIWE SEON-_ 16399 FUi44IGH A COPY W THIS MSIGN TO ERECT I MPOR TANT�F s � gmler6 "r ifA£ INCs � -saw t remm Aug a a t� S^i Iwarc a�c*s�r .w �� C �, tel' i;FF$FItA7106 OR 1111 �IYIiT)IQM 1piO�i.'�E 7f-76'. �ti lCL Y� Q eatLui 70 INALD T -V TOMM to Clo.CWAWT Me ttifp.gpprp�y.py _ i#{ t3 t rasa rtE tittltttr saateass t8tti� ea tl=. ,E a o a t� � ++'spa r.w x � e:aulatt!s a�tA � s" �flt]il.< �� t�ae- a Ot16iOBf aum RMT s ii s9Tte t t7tttl E !. w" a 7V iArtiilllY m ' Q /RlT ro itirr+ v.pEy ar Fidr .d6Arl rp 4.OGS7E riot rt4Q1F7E.T-!!'taptitS Raa{a 7rEatrtt c7 TRUSS Q o w- Worse -:w *m .' ai is W&EW at ttaso v w. t ulm ifel� tali uua at -so a� awcm rplNq mF}M 14Tf iRQll'Joi.E P1aTt9p` Or d .M lEE1p...L.tCf 1 141 a fl t t� t' >R Eta . aca . ♦ eaa miff 1�. a ftw __ il0'a @� il7Cial row Rte E waver titT,�@ tamm. �m • > m w4aw mann rE am _..[maty ,�...... ��. - - =- is ' 01111 0-9-12 F1 ­4363f X- 3 -50 - NA - S FTR 63[1.43 5-�e b ti C z N CD m CD m r- 0 z 0 9 m r r 0 i r "tF 15.J_4 SCALE - 0.2500 iIiESIGN rgtT; UBC REQ X427- -4260 T� LL ]5.O PSF VATS 09/25/90 {C TC DL 10.0 ASF 7 00f66U24 A ( DF. 5.0 P S -F CA-EWG TOT -LU 31.0 PSF fl/a LEN, 25-0-0 -- OUR . EAC . SPACIK6 7YQF Ster_` f y e 9ZM1661029R for truss draviaq )te: 2a4 #3 bea-fir or better eontiuuous lateral bottom cbord bracinagg Fe O.C. uax. required. Attacb v/2 -16d Valls. bracing is not requ :3 E a rigid ceiling is attached directly to bottea chord. Bracing aterial to be supplLed and attmcbed at both end to a suitable support erection contractor. iaaeetor plates designed for green lumber per MS table 13.18- 1k) Provide special hanger or connection for 22551E if) 2X6 F.L. #2 wedge 9O(1661029B - tau t £xp- 6.30-91 "Alm R M MM A CO/Ti1F THW b£M1Mli TOMMI COWMACTOR 11MPiiRiAM% �twlm¢FwEv>~+owcTsa/cC+AuwwaerMoaem?ca+vofu+a Tltutscs Rfotleme DESIGN IiHC - R+EZ7-0690 sC LL: !SF Tio a Taos swots ire ae�ORimy OMMUM a -MM� FW=WADr- SEE ABO E saawac TO sitar IMmints tri oorsowawCE vM" rw.--'�SGETM0EMmllCOleMO►� ou��rcnwowwuc-ntiiaroarai[csamsa�Et sit sEiw►flen paCMRMl Ol � 9oi1651O29B RW row" GOAM"004�otaastffltihveesZsa�Bos *sM Mn800 FWARNING: *K tL ee uTW&LT mwUoea p�'TRUSS 8C tit: PSF� 1MO toren *s tam K*JM s wIDTHS am r ws�. mor o MOM on" MM amen Otm6wWMAPPUCsNnEsw�.uaT-t TOT. LD: os sNAMIrs.aonMT4WSETM<tusoHgWnt6 MM0vj" oultFACLaUIR TT= •t/t=TILSIIAIFMISflTtfTEM�.NATO�AtOeSMiIS C�4AFFO4ylOGpil s"Roc'" I e- I r lap 5 0661 0 Z 10 M �ne�on'�no0%o I r R P f 11 TOP CHORD 2X6 Fin -LARCH 92 BOT CHORD 2X6 FIA-LARCR 42 WEBS 2X 1 FIR -LARCH S E ANCAAD tCONWCTOR PLATES MUST INSTALLED INT029A9. A9 E WITH REQUIREMENTS OF I-8-0. RESEARCH REPORT 0 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT T40 RIGHT AND TOP TO BOTTOK EXCEPT 'AHEM LOCATED BY CIRCLE OR OIMENSION- SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANS+ POINT (WITHIN 121 AND SHCWLO NOT OCCUR IN PAWLS NEXT TO A PANEL POINT SPLICE. TOP CHORD S"ALL 8E LATERALLY BRACED WIT" PURLINS SPACED AT A MAXIMUM� 24' Note: 2X9 03 31em-fir or better caai3 ms lateral Mord braciT%q X177" O.C. Max- r= .A 1 -tach , w/2-160 oaiis. Bracing Is not 1< ed if a rigid ceiling is attached directly to ttan chord. # Bracinq aateria3 to be supplied d attached at , !1 both ends to a suitable support erection cantr (w3�33o F -L. lo(el'�Provlde special hangar or o?nnection for 23551E- -- r 4X4 0-9-1 4X6 10 1 .5X4 0 R-434" W- 3.50' Y COMECTED TC X -LOC L -Ft (3.22^9 •4..53 9.58 13.00 17.x2 21.49 25.71 BC X -LDC L -F2 0.29 4.51 6.65 13.00 17,35 21.49 225.71 C SINGLE CUT WEB 4-2 ENDS: 1.3.5.7.9 BEARING BLOCKS -SAME £,PUDE AND SIZE AS BEARING MEMBER SM LOG 1 00-00-00:1 BLOCK 12' LONG - 30 1Ed NAILS/BLOCK BRG LOC 2 26--00-00:1 BLOCK 12' LONG - 10 16d NA ILS/BLOCK m (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. O W (R} 1X4 i3 HEP -FIR 0R.SETTER�-COO T�IN_UOUS;LATERAL BRACING -TO 0 BE EOUALLY SPACED ATTACH 'KITH (21 8d MAILS. BRACING) � MATERIAL TO OE SUPPLIED AND ATTA01ED AT BOTH ENDS TG -A � SUITA9LE_SUPPGRT 0Y ECTIGN CONTRACTOR. CIFIED AFS CCNNVN WIRE NAILS. 3x8 1 1 .5x4.. 1OX14 2X6 black required 3X$/ 1.5X4 0-9-12 17-43449 *- 3 -50 - 1 PLT. TYP.-ALPINE. SEGN-- 1-4665 FiRNISri A COPY OF THCG OESTGN TO ERECrIGN 4'_, 7TRACTCR REV 15.2:5 SCALE _ 0.500 CONNECTOR PLATES -DESIGNED Fi)P GF* -EN LL%MR PER NOS SS TABLE SPECIAL . LOADIAL ---------N l--- CKV.SMAMO LOADS ---\ =:v - -t--'--9.18. w 2255# ---,I -\ UNUOGS LOADS i50 5 --Is-1 X -L R_2Lr JENDPOSY TC iX 1fl FSi` DFlAG- CtA VM;?7 90135923 v 3X8 SX6 C 24" T�ID� � TC IC 2 273-4 273.5 07.59 TC 2 13.59 ?.25S t { TC 3 52, 52.6 226-06 �. CA 6 �Uf *5-() P� C�-EiIC�jd� '0 3C 1 32 .41 32.0 26." i ® 1 TOT.! _D . 31 _ v PSF ole LI E o � �� a� � �oirxa>< � 75 is 73ELT9110 aw _ as Thr am .>s' Conventioaal framing is not the respeosibilitp OUR. . FAC . 1.25 0 .am 00 -nn *Co . MUM � TM iETMMT vw*sw LTAEm7 . o r c a - ,�.� _ Toi� �a.nE T@ti9EV7E - .ama.� eesreo eoecaarsTTaa eae �aeo c�srasmeTTan ri of the truss designer, plate manufacturer, nor 4 -Y I truss fabricator. Persons erecting trusses � are cmt� o sit advice by Local(A)T 12 professional rmgardinq i timal fra$iug. 3x8 1 1 .5x4.. 1OX14 2X6 black required 3X$/ 1.5X4 0-9-12 17-43449 *- 3 -50 - 1 PLT. TYP.-ALPINE. SEGN-- 1-4665 FiRNISri A COPY OF THCG OESTGN TO ERECrIGN 4'_, 7TRACTCR REV 15.2:5 SCALE _ 0.500 cm a a. 7�BnE8E2 asmrc*s rte- c via7ors uc�' 0 7� c= c t� # j �9POEITA�IT �F3? se+Lb f1l7 A,F'+t�OI1?1G m +aMo7uTa a�saie we a= r� sa caysaTyaA �.*MM -0Mv c'Asx an � OLV&ST O Baac"GA E yr -ss-_ yrs � cis DF7:11` -CRIT: 1:S;: iREF A427--.86308 fC LL 16. 0 PSF VANE 05 !6/90 =:v cm •....T J :tivc plod or ON rdawc To ®RID Tw-Tile ro anumrsn am IDEF TC iX 1fl FSi` DFlAG- CtA VM;?7 90135923 0 o c_j o QM Oe -00AXIT WAMM mdse- VT W3. 4 -MM M" GM0i $10 *W7fV 7 % Xanax >tT� aQ VC—OL �. CA 6 �Uf *5-() P� C�-EiIC�jd� '0 marinas£ saM �� ten: Ds Asm "AS gala a. SMK TSV Qom >�L 8E L&Nf wVf LPI i i ® AeL4 VMSTMM6 10 E�� i�lkgi tt �.,� SDR Iq iAlA$ Vr= FWPUW_T irTAOM 3� �AfWw �L � .IXFM � 4' ■Mumu oar Qnea•cs£ a m7�L WTRN �• W+ � 1ai7s Mar i ® 1 TOT.! _D . 31 _ v PSF ole LI E o � �� a� � �oirxa>< � 75 is 73ELT9110 aw _ as Thr am .>s' OUR. . FAC . 1.25 0 .am 00 -nn *Co . MUM � TM iETMMT vw*sw LTAEm7 . o r c a - ,�.� _ Toi� �a.nE T@ti9EV7E - .ama.� eesreo eoecaarsTTaa eae �aeo c�srasmeTTan PEC-- SPAL INi'i 24 . `.D ' TYPE SPEC— 4 -Y I h 1 j . t� 1 j f 1 , ProlectTlUe 4 3,6 �E�►-� .. �,, v A BTJTLDING DATA Conditioned Floor Area 2 6 3 Slab/Raised Floor Single Family Detached (SFD) [ ] Single Family Attached (SFA) (] Multi -Family CNM Number of Stories Number of .Units (] Addition Alone [ ] Existing Building (] Existing -Plus -Addition BUfLDING SHELL INSULATION Component Insulation Loc atiorr/Cotn;nerI.s Type R -Value (antic to gorge, ripi.�t etc.)' Climate Zone 11 - . Bu ung Patnit M Checked By /Date Wall .............. IhcT. IMI�L L (slab/exvosed, tile, etc.) Wall .............. inches Locadon/Dcscri Fnforcernau Agency Use Only 2 Glass Area % Glass C Northa+?— 2 / East East Z ._ - South West Floor ............. Type (furnace, air Efficiency Skylight Slab Edge..... p L (SE, SEER.HSPF) Total GLAZING. Shading Devices Bu ung Patnit M Checked By /Date ..I - Mandatory Measures Checklist: Residential — -- MF -1R NOTE: Lowrie nuideacal buildings subject to the Standard: mus eausin thou: tnciaan rtprdlns of the compfianet approach used. Items marked•with an asnertsk (-) may be nrperac4od by mac s=tau enrtnpl— rsquavncno listed on the certificate of Compliance when this cNxkbss is ircorporaed into Uc permit dot U. the recur= noted shall be ccns+dcm by all partr-s as binding min.rwm component perfo,nc, rpocficuions fa the mandatory nwAsures whether they arc &hewn clScwherc in the decub tetnu or on this chceUst only. Overhang Framing Type (yc*o) (meal/wood) Ao . i. i Type/Covenrg Wall .............. IhcT. IMI�L L (slab/exvosed, tile, etc.) Wall .............. inches Locadon/Dcscri tion (kitchen. bash, etc.) 2 Roof ............. &lift C Roof ............. I n HVAC SYSTEMS Floor ............. r-- - Mi UMUM Floor ............. Type (furnace, air Efficiency Location Duct Output Slab Edge..... p L (SE, SEER.HSPF) + GLAZING. Shading Devices Glazing Area Glass Type Interior Exterior r Orientation s (since double) (Taller blind, etc.) (Shadesc reeft, etc ) North (vir 4z A North ( ) East a East ( ) South (� SouLri West (v� West ( ) Skylight....... THERMAL MASS ..I - Mandatory Measures Checklist: Residential — -- MF -1R NOTE: Lowrie nuideacal buildings subject to the Standard: mus eausin thou: tnciaan rtprdlns of the compfianet approach used. Items marked•with an asnertsk (-) may be nrperac4od by mac s=tau enrtnpl— rsquavncno listed on the certificate of Compliance when this cNxkbss is ircorporaed into Uc permit dot U. the recur= noted shall be ccns+dcm by all partr-s as binding min.rwm component perfo,nc, rpocficuions fa the mandatory nwAsures whether they arc &hewn clScwherc in the decub tetnu or on this chceUst only. Overhang Framing Type (yc*o) (meal/wood) Ao . i. i Type/Covenrg Area Thickness (slab/exvosed, tile, etc.) s inches Locadon/Dcscri tion (kitchen. bash, etc.) 2 rr Y� 5`b� `� 1 AA K Ggw,iy I n HVAC SYSTEMS Mi UMUM Duct Type (furnace, air Efficiency Location Duct Output Manufacturer /Model # J conditionerQ, heat Dump) (SE, SEER.HSPF) (attic, etc.) R -Value tuh) (or ap roved equal) 8.9 --L4C—�� DESCIUMON !DESIGNER ENPDRCEMEWr Building Envelope Measures' 12.5352(a): Minimunceiling insuluion R-19.cghted average. §2.5352(bi. Loose fill in trlation manufacturer's labeled R -Value §2.5352(c): Minunum wall insulation in framed -alb R-1 I weighted average (does not apply ao atata mai walls). 52.5352(k} Slab edge insulation - wase absorption rxe no greater than 0.3%. water vapor uwtsmssion me no greater than 2.0 perrn/uCx 12.5311: Insulation specified of installed meets California Energy Commission (CEQ qualiry sundwds. Indic=t.=type and form. §2.5332((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: 1nfilanuort/Eaftltntion Conc ols L Doors and widows between conditioned a. -id urcondit oned Spaces designed to limit air Iakagc. b. hooch and windows certifted. C Door and wvxs&" watherscripped: all joints and ptrwz=oru caulked and soled 12.5352(c): Special infdmtion barrirl inSW 14 to Comply with §2.5351 mceu CEC quality 12.5352(d): Intstallation of Fireplaces 1. Masonry and fanory-built fireplaces have a. Tight faring• closeable metal a glass door b. Outside air intake with damper and control L Flue damper tad contrd 2 No continuous boning gat pilots allowed. HVAC and Plumbing system Measures §2-5352(g) and 2.5303: Space conditioning cgWpm= sizing: attach cakutations §2-5352(h) and 2.5315: Setback them>asta; an al: applicable heating systens. 12.5316(x): Ducts tonwucted. insolkd and inwlatc4 per Chapter 10, 1976 UMC. §2-5316(b}. Esltaust systems have damper controls. §2-5314(c): Gu -feed space heating equipment has inter nioutt ignition devices §2.5314: HVAC equipmCM water heats•&, showcrhcad& and faucets citified by the Mr— §2.5352(i): Water hour insulation blanket(R-12 orgr=rr) orcombined interiorksterior insulation (R-16 or greater): first 5 fees of pipes cloaca to tank insulated (R-3 or greater). §2.5312(Eaccption t}: Piper insulation on su=m tad ram condensate return & recirculating piping. §2-5319(d): Swimming Pool Hating, 1. Synan has: a Orvoff switch on heater. b. Weatherproof instruction plate on heater. Plumbed to allow for solar. 2 75 percent thermal efficiency - 3. Pool cover. 4. Tune clock. 5. Directional water inlet. Lighting and Appliaoce hleatures •-. h §2.5352(1): Lighting - 25 lumiu/wati or grata for general fighting in kitchens tad bathrooms. §2-5314(c): Gu fired appliances equipped with irim miaent ignition devices. 12.53ma): Rcfrigcntcrs• refrigerator -freezers• (reams and fluorescent lamp ballasts certified by the CF -C. Indicate make and model number. COMPLIANCE STATEMENT This crrtificste of compliance h= the building fcaturrs =ld perf0,_Mz ace spedficatioru rlccdcd to comply with . Title 24, Chaptrr 2-53 and nae 20. C�ptcr2, SubCh_, er4. Article 1 of the Califor2ria Adminismidye code- This ccrtificatc has local signed i the individual arich ovaaU design rMpenSibility and the building owner, who shall rrtair2 a copy of it nrld tratLstnit the cxruflC= to =Y subsequent purctL=r of the building. Designer Building Owner Name - Name TitkJFusn: . Addrea: Tilk/F m- Address: Maximum Furnace Heating Output: B T`)`1Ot1C Lic Tckplronc HOT WATER SYSTEMS Tank Manufacturer/Model # t System Type (storago gas, etc.) Capacity (or approved equal) i P q ) Scecial Features)iz� S`� (d+'<) (signatsae) (date) Doculnentadon ALloor. Enforcement Agency SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Nttmc _ - cry: - :; Telcoho a : _ - r - 1. Ceiling Insulation U -value -48 Number of stories Total ' R -value One Two Three R-0 -103 -49 32 R-19 -8 •4 -2 R-30 .2 -1 .1 R38 0 0 0 U -value 0.08 4 3 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. .. O.C6 -11 -5 -4 0.04 -4 -2 .1 O.C2 4 2 1 0.00 11 5 3 Insulation In.Floor -4 2- Wall Insulation .12 Number of stories Single- Singi- R -value Famliy Faml'ry Multi - R -value Detacned Anacned Famliv R-0 -68 -51 31 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 7 11 U -value -48 59 Total 0.80 -153 -114 -76 -42 0.50 -91 -68 -46 : 0.30 -47 36 -24 .31 to 0.30 or 0.10 0 0 0 .50 0.08 4 3 2 -121 0.06 9 7 5 .10 0.04 14 11 7 37 ' 0.02 19 14 10 8 0.00 24 18 12 -19 -9 1 3. Raised Floor Insulation 30 -61 -21 Insulation In.Floor -4 4 .12 Number of stories -58 -20 R -value One Two Three 12 _ R-0 -17 -8 .5 . -10 R-11 3 -2 -1 27 R-19 0 0 0 .2 R-30 3 1 1 -49 U-vaiue -8 : ' 0.60 . -144 -70 -46 : 0.50 -120 -58 38 14 0.40 -95 -46 30 •5 0.30 -69 34 -22 23 0.20 -23 -21 -14 2 0.10 -17 3 -5 37 0.08 -11 -6 -4 9 - 0.06 -6 -3 -2 -7 0.04 -1 0 0 15 0.02 4 2 1 0 0.00 10 5 3 19 Controlled Ventilation CraWtSpace -4 1 Number of stories 11 16 R -value One Two Three 2 R-0 -11 -7 s. 17 R-5 -4 -4 3 8 R-11 -2 -2 .2 -20 R-19 -1 -2 .2 p ' 4. Slab Edge Insulation 15 -17 1 6 10 14 17 Number of Stories -14 3 R -value One Two Three i8 R-0 0 0 0 8 R-5 8 5 2 12 R-7 8 6 3 12 F2 facer 19 11 : 0.90 -4 3 .1 16 0.80 -1 -1 0 9 0.70 2 2 1 19 0.60 6 4 2 13 0.50 9 6 3 8=• 0.40 12 .8 4 S. Infiltration (Air Leakage) Speaficariorl - Points 6. Glass Heat Lass - . -14 -48 59 Total na 16 -12 -42 U -value -55 Percent 14 .51 to 41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 37 ' -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 .12 29 -58 -20 .12 3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 .2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 •5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 -31 -6 0 5 to 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 i8 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 ' 17 20 8=• 2 _ 12 14 16: 18 20 2 SE or FISPF 24 r. 28 3 (assumes ducts In attic) - 7. Shading Attached (Shade Open) Sum of 1-6 - 4 Unit Size (SQ _ Water 25 or -24 to -14 to -4 to +6 to 16 or SE HSPF ` +15 Effective Pesrrnt Class 0.72 6.60 0 0 0 0 0 (percent glass x SC) 0.75 Efiective 3 3 3 2 2 1 0.80 - - %Glass North East South '•West Skylight 18 5 1 .- 0.90 4 1 na ' 16 4 2 - 20 18 15 13 5 1 na 14 4 2 26 5 1 na 12 3 3 less -15 5 +5 5 2 na 11 3 3 -30 5 2 na 10 2 3 3.67 5 2 1 9 2 3 -5 5 2 2 8 2 3 0.60 5 2 2 7 1 3 17 15 13 11 4 2 2 6 1 3 10 4 2 3. 5 1 2 9.17 4 2 3 4 0- 2 A. 3 1 3 3 0 1 -4 2 1 3 2 0 0 .. i Unit Size 1 0 3 1 -1 -1 1790 -1 -1 2 0 -1 •2 or -4 -2 0 na = not allowed 2199 more SG None 0 0 13. Shading (Shade Closed) Effective Percent Glass (percent flan x SC) -. - Edecthe % Gias6 North East Soud1 West Skyb 18 -14 -48 59 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50• -46 na 12 -8 -29 _40 37 na 11 -7 -26 36 33 ria " 10 -6 •23 31 -29 -74 ' 9 -5 -20 -27 • - .25 -65 8 -5 -17 23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 .14 38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 .23 3 0 -4 -5 -4 -16 2 1 1 -2 -1 -9 10 10 4.5 1 ...� 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Interior Slab Floor Raised Flow Mass Stories Stxies (assume; duets ICFA One Tuo Three One ;Two Three 0.0 -8 .5 -4 .2 .1,'i'r .1 0.1 -8 -5 •3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0-9 -5 .1 0 2' 3 3 1.1 -d -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 1C 11 13 11 4 1. 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass -2 Exterior &vw- Singsa- 0 0 0 wall 0 Famiy Farni)y Whi 9 Mass 5 Detaa,ed Aaarhed Family 0.00 16 0 0 0 I 0.20 10-0 3 2 1 13 0.40 7 5 4 3 23 19 0.60 12 8 6 4 30 0.80 18 10 8 5 13.0 1.00 29 24 13 10 7 : 1.20 Zonal Control Adjustment 13 12 8 i 1.40 6 12 13 9 32 1.60 3.7 10 13 11...;,- 4.3 1.80 4.7 10 12 12 One 200 .4 1 10 11 - 13 I 11. Heating System _ 3 3 2 2 2 SE or FISPF 24 r. 28 3 (assumes ducts In attic) - and Attached 4 Sum of 1-6 - 4 Unit Size (SQ _ Water 25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 .5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0-85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 - 20 18 15 13 11 8 5 3 3 Effective SE or HSPF 2 26 (SE or HSPF x duct emdene7) 8 5 4 Efiecove -25 or -24 to -14 lo 1 to +610 16 or SE HSPF less -15 5 +5 +15 more -18 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 . -24 -18 0.40 3.67 .34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2, 0.70 642 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resaanoe 10 9 7 6 4 3' Omer 6 5 4 3 2 2 12. Cooling Syst'•m-; . SEER (assume; duets In attic) Interaor Mass/CFA Stm of 7.10 -25 or 34 to r14 lo. -4 t3 +610 16 or SEER . lest •15 i -6 +5 +15 mora 8.0 -14 -12 -10 -8 -6 -4 _ . 8.5 -9 -7 5 -5 -4 3 8.9 -5 -4 -4 3 -2 -2 ' 9.0 -4 3 •3 -2 .2 -1 95 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 - 120 15 13 11 9 7 5 13.0 20 17 .• 14 12 9 6 . o 02 Erieeilve SEER 0.6 0.8 1.1 (SEER )rduct eMclency) 1.5 1.7 1.9 21 Sun of 7-10 25 27 EF,e•tve-25 or -24 to -1410 -4 lo +6 10 16 or SEER Vest -15 5 +5 +15 more 5.0 30 -25 -21 -17 -13 -9 . 6-0 -12 -11 -9 -7 5 -4 6.6 -5 -4 -4 3 -2 -2 7.0 0 0 0 0 0 0 j 8.0 9 8 6 5 4 3 i 9.0 16 14 12 9 7 5 ' 10-0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 120 30 26 22 18 1 d 9 13.0 33 29 24 20 15 10 1.4 Zonal Control Adjustment 1.6 2 10 8 7 6 4 3 32 To Cooling System Installed 3.7 1 _=_Siories 4.3 4.S 4.7 4.9 5.1 One -5 .4 1 -3 -2 -2 Two+ _ 3 3 2 2 2 1 24 26 28 3 3.2 Single -Family Detached 1 and Attached 4 4.3 - 4 Unit Size (SQ 4.9 Water 5.3 1199 12001 .17oo 2200 2700 Healer (;redit -or 1 i io to to or Type Type- less :1699 21992699 3 more SG None 0' f 0 0.. 0 0 or Solar 12 1i 8 6 5 4 - HP HWR 8 5 4 3 3 1.6 WS6 5 3 3 2 2 26 POU 8 5 4 3 3 SE None 37 -2: -18 -15 -12 - Solar- -1 -1 -1 0 0 112 HWR -18 -12 -9 .7 5 23 VISE -25 -16 •12 -10' 3 _ POU -18 _-12 -9 -7 -6 IG None -5 -3 -2 -2 -2 6.1 Solar 7 5 4 3 2 1.1 POU 3 2 1 1 1 E None -28 -19 ' -14 -11 -9 4.3 Solar 8 5 A. 3 3 5 5 POU -10 ' 3 -5 -4 . 1.2 Muld-FamPT (Individual units) _-3 1.8 2 .. i Unit Size (sQ 27 Water 3.1 699 ' 700 1200 1790 22CU Healer credit or to to to or Type Type leu :1109 1699 2199 more SG None 0 0 0 0 0: or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4.6 WS8 9 4 3 2 2 6.1 POU 9 5 3 2 2 SE None 45 � 23 -15 -11 19 3 Solar 2= 1 1 0 0 4.3 HWR '-?3- -12 -8 -6 ._5 56 WSB -25 -13 .8 -6 -5 e5Y. -KU__-n 12 -8 5 .5 )G None . -8 , -' .3 .2 ) -2 - . Solar.,.. "POU 6. 1 .3 2 1- ! 1 : 5 52 . _!__•_o -_ . 0 0 0�. _.- E ' None : -00 .: -15 -.10 -' -8 5 Solar -1 9 6 44 262.6 4 P0U'c=-8 -4 ' 3., 2 2 Point System Summary: Climate Zone 11 SCORE CARD Measures : 1. Ceiling Insulation r R- 3oor R -v uc [381 U -value 10.0301 2. Wall Insulation l�� or R-valuc[111 U -value [0.0981 3. Raised_ Floor Insulation `- or R -value 119) U -value [0.037] 4. Slab Edge Insulation or R -value [01 FZfactor 10.771 5. Infiltration Standard 6. Glass Heat Loss Type [double) U -value [0.651 % Total Glass (16] 7. Shading (Shade Open) % Glass SC Eff. 3'o Glass a. North /.15 . X b. East :3.3 x = Z , 5- c. South : X- X = 2 , 3 d. West 57.2.- x = 4,0,0 e. Skylight -- x = 4 (o 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North /. S x 99 b. East 3.3 x = t ,) c. South 3.O X d. West. . 2. x e. Skylight -• (D� x 9. Interior Thermal Mass U- Z7 TYPE 1 KASS AREA _ 2h Q COND. FLOOR AREA Interior us/CFA TY ' P£ 2 MASS AREA 10. Exterior Wall plass ND. P L OR ARA 3¢�e Exterior Wall Mass 11. Heating System 7Z x = Zonal Control? ( Y / N) SE oY HSPF Duct Efficiency [0.78] ._ Effextive SE or _ 10.72/6.61 HSPF [0.56/5.15] 12. Cooling System -xq.� Zonal Control? ( Y / N) SEER 19.51. Duct Efficiency 10.74] Effective SEER (7.03] 13. Water Heating _S_i� _ 'Type [SGJ Credit (none] - •-•- Point Scores 0 Sum 1-6 a7 Sum 7.10 Interaor Mass/CFA - tt.wot.C•..71 t TYPE 1 MASS (ULXC h 4.2, Set exposed flab) 0% 5% 10% 15% 20% 25% 30% 35% 40% 45y. 50% 55% 60% 6576 70% 75% 80% its% 90% 95% 100% 105% 110% 115% 120% 125` o% . o 02 04 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 27 29 3.2 3.4 3.6 3.8 4 4.2 A4 4.6 4.6 5 53 10% 0.2 0.4 06 0.6 1 1.2 1.4 1.8 1.9 21 23 25 27 2.9 11 3.1 3.5 3.7 4 4.2 4.4 46 4.6 5 5 2 54 20% 0.3 0.6 0.6 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 15 17 3.9 4.1 4.3 4.5 4.8 S 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 2-2 24 26 28 3 32 3.5 3.7 19 4.1 4.3 4.S 4.7 4.9 5.1 5.3' 5.6 56 40% 0.7 09 1.1 1.3 1.5 1.7 1.9 22 24 26 28 3 3.2 3.4 3.6 3.6 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5 9 50% 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 32 14 3.6 3.8 4 41 4,4 4.6 4.6 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 26 3 12 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 53 56 5.6 6 62 60% 112 1.4 1.7 1.9 21 23 2.5 2.7 29 11 3.3 3.5 3.6 4 4.2 4.4 4.6 4.6 5 52 5.4 56 5.9 6.1 63 65% 1.1 1.3 1,5 1.1 1,9 22 24 2.6 2.8 3 3.2 34 36 3.6 4 4.3 4.5 4.7 4.9 5.1 5 3 5 5 5.7 5.9 6 1 64 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.a 5 52 5.4 56 56 6 61 64 75% 1.3 1S 1.7 1A 21 23 2.5 27 3 12 14 16 3.6 4 4.2 4.4 4.6 4.6 5.1 5.3 5.5 5.7 5.9 6.1 6.3 55 607.. - 1.4 1.6 1.9 2 22 2.4 26 2.8 3 13 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.6 6 62 64 66 e5Y. 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3-5 3.1 4 4.2 4.4 4.6 4.8 5 52 54 55 52 6.1 63 6 5 6 7 90Y.' 1.5 1-7 2 2.2 24 262.6 3 3.2 3.4 3.5 3.1 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 65 66 95% 1.5 1.1 2 22 25 21 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 t6 S 5.2 5.4 5.6 5.6 6 6.2 64 6.7 69 1007 1.7 19 21 Z.325 26 3 12 3.4 3.6 id 4 4.2 4.4 A. 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.6 6 6.2 64 66 66 7 1107. 1.9 21 2.3 2.5 2.7 29 3.1 3.3 36 38 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 65 6.7 69 4 115% 2 2 2 2 4 2.6 2.8 3 32 3 4 3.6 3.6 4.1 4.3 4.5 4.7 4.9 5.1 5.3 S.5 5.7 5 9 6.2 6 4 6.6 68 7 -7 2 170% 2 23 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 56 6 62 6.5 6.7 6.9 71 73 125% 21 23 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures : 1. Ceiling Insulation r R- 3oor R -v uc [381 U -value 10.0301 2. Wall Insulation l�� or R-valuc[111 U -value [0.0981 3. Raised_ Floor Insulation `- or R -value 119) U -value [0.037] 4. Slab Edge Insulation or R -value [01 FZfactor 10.771 5. Infiltration Standard 6. Glass Heat Loss Type [double) U -value [0.651 % Total Glass (16] 7. Shading (Shade Open) % Glass SC Eff. 3'o Glass a. North /.15 . X b. East :3.3 x = Z , 5- c. South : X- X = 2 , 3 d. West 57.2.- x = 4,0,0 e. Skylight -- x = 4 (o 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North /. S x 99 b. East 3.3 x = t ,) c. South 3.O X d. West. . 2. x e. Skylight -• (D� x 9. Interior Thermal Mass U- Z7 TYPE 1 KASS AREA _ 2h Q COND. FLOOR AREA Interior us/CFA TY ' P£ 2 MASS AREA 10. Exterior Wall plass ND. P L OR ARA 3¢�e Exterior Wall Mass 11. Heating System 7Z x = Zonal Control? ( Y / N) SE oY HSPF Duct Efficiency [0.78] ._ Effextive SE or _ 10.72/6.61 HSPF [0.56/5.15] 12. Cooling System -xq.� Zonal Control? ( Y / N) SEER 19.51. Duct Efficiency 10.74] Effective SEER (7.03] 13. Water Heating _S_i� _ 'Type [SGJ Credit (none] - •-•- Point Scores 0 Sum 1-6 a7 Sum 7.10