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Home My WebLink About069-030-019- _ � _ 69-03-19 � RICHARD & GEN0IE OLI0GEB Contr: Better Builders � . ' ' � ' � �� `��{ �, I Cts ;� 1C = OK '0 = Not OK ' MOBILE HOMES MISCELLANEOUS :• = Not Readyable , Date, MOBILE HOME UTILITIES'(Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s . 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) .4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing ' 5. Electricity; Location-Clearances-Grnd.-/ . / Amp -Concrete' 6. Gas; Location -Test -Wrap: / /".L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. -6. Carports; Windows -Doors / /"Nat. or/ /"L"ft./ P'LPG 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses J 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans). OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector . 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas.and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card -B1 Date Card -B1 Date 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date - _ - Card -B1 Date Card -B1 Date r t = OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Appplicable = Nfbt Ready Date UN D LOOR (Plans) OK except #'s Date FR NG (Continued) o 'ng requirements -Setbacks -Ea ants Frigers-Post Caps -Anchors -Connectors Ftg. Main; Soils-Steel-Elec. d.- /" Ftg. Depth . Cln . Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Garage; Soils -Steel -/j /" Ftg. Depthit ace Ties or Type A Flue -Fireplace Throat 4. Ft orches & 22AN Soils -Steel-/ /"Ftg. Depth Access; Size & Romex Protection -Draft Stop -Ins. Baffles . temwalls, M96-,Stiplockouts-Wrapped' . B . Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Ga eel-Blockouts-Wrapped 7. Slab; teel-Wrapped 8. P s -Fireplace Ftg.-Steel P ge Fire Protection Framing AT Party Line Firewall & Openings . Ext. oors-One T -Check Garage -3rd story, 2 exits . D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 'Pipe-,ize-Anchors �jrs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. qaF6 mod on Roof Overhang -Attic Vents -Rafter Outriggers Water Pipe; Test -Anchors -Regulator -Service Test 1K. Sidling -Nailing Veneer 12. EI ctric; Underground .�Sttfcco Mesh -Drip Screed -Fd. Vents-Underflr. Access ums & Ducts; Clearance-Material-Supprt-Ins. PA. _CJazing Area -Glass Protection -Skylights -Plastic Girders -Sills -Anchor Bolts -Joists -Vents -Cripples . Sh "Walls; Nailing -Bolts 15. Insulation68nsulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -61 Dat/G- Card -B1 Date Card -131 Date Card -B1 Date Card -131 Dated and -B1 Date Card -131 Date Card -B1 Date Date PLU ING (Permit) OK except #'s er Ht. Vent -Access -Combustion Air Date FINAy (Plans) OK except #'s er Pipe; Test & Anchors -Nail Protection �X2-Steps-Door & Sidelight Protection -Landings D.W.V.; Test-Fttngs & Anchors -Nail Protection 64STRke Detector 19. Shower Pan; Test, First Floor -Tub Access urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access gE9--Csas Pipe; Size & Anchors . froom Exiting 64.�G.54-& Bath Fixtures & Tub Access -Spa 6'�Ele . Trim & Subpanel; Breaker Sizes -Labels Card -131 Date Card -B1 Date t 'rs &Rails Card -B1 Date Card -B1 Date ii eWace or Stove; Clearances -Hearth Date ELE TRICAL (Permit) OK except #'s 69-tlep,-Outlets at Wood Panel; Int. & Ext. . FI ure & Transformer Clearance -Ins. Protection mixt. & Appliance; grnd. -Air Gap -Cooking Clearance Elec. Receptacles Spacing -Lights & Switches at Doors . Ele . Outlets & Receptacles at Kit. Counter S' Boxes & No. of Conductors -Stapled G ge Fire Door; Swin -Landing-Closer ex Installed Close to Edge of Studs & C.J. j A�'Duct in Garage -Damper 46'E p. Ground made up w/Meeh. Fasteners -Bond Gas & Water "tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection . 2 Appliance Circuits in Kitchen &Conductor Size , p ;, Elec. &Mech. Equip. Listed for Location 28. Su Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. or Cu or AlAl Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Ran Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. I ated Neutral Yes No. . I ulation-Foam-Looked in Attic O Yes G rd Rails & Deck Construction -Post Caps S is .-Riser Conductors & Ground -Main Disconnect dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor t7 Yes ip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light es E3 No; 79• Following 13 Yes � No .; Drive es o No; We Planters Yes --eco; Brown -Finish Card -131 Card -131- Da Card -B1 Date Date Card -131 Date . A -. Unit; Disconnect, Electrical, Plumbing . Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date ME,"ANICAL (Permit) OK except #'s . Water Well; Disconnect, Electrical, Plumbing X93. A.C. Ducts Insulation & Support terior Elec. Trim; G.F.I. Receptacle -Underground '34. Vent Fan; Exhaust above insulation _ . Vjmfilation throughout House 35. Condensate Drain & Overflow; Size & Grade 4K.2ass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet gerrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic �6'G est -Meters Tagged; Gas -Electric Ad'r & Sewer Connected -C/O to Grade -HD Approval &.1 -Energy Compliance Certificate -Other Certificates Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Card -B Dat Card -B1 Date Date F9411MING (Plans) OK except #'s Card- Date Card -81 Date 8. s, Proper Material & Anchors Card -Bt Date Card -B1 Date %galls Studs -Nailing, Spacing & Bracing—Plates-Sound Comments at Final: J3earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) F� Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) t r W P11111111 9 N E R. G Y C E R T I F. I C A T 1 0 N 6168 Rprkwnrth Wng Vall-W p4Age LOCATION A,Ps No. T1i 028GRIPTION OF. ZNBUIATION how Material Brand Name Thickness(inches) Thermal Resistance (R Val4e) EXTERIOR WALL Material Pihprglq-- Brand Name r.;art,,j Thickness(inches) 611 Thermal Resistance(R Value) P-10 CEILING Batt or Blanket Type Pi hey -Al Brand Name eopla, ms; is F. d Thickness(inches) snit ThermalResistance 7�Yaiue) R -in Loose Till Type Tngiil cafes TTT Brand Name C.PrtnintpRd Minimum Thicknesi(Inches) 11', Number of Bags wt. per bag Area covered(ft. 71termal Resistance(R Value) Rio FLOOR, ELEVATED • Material Brand Name Thickness(inches) Thermal Resistance(R Value) FLOOR, SLAB Material Brand Name -Thicknei3(inches) Therma 1 Resistance(R Value)..,W,. Width(inches)' FOUNDATION.WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify tha in conformance with, Shasta Insulati RM NVWOWNER _Q1d 0 'SIGNATURE OF INSTALL eve insula tion' was .installed in the above building of California Energy Requirements. � 530235 ti , jl- STATE CONTRACTORS LICENSE NO. -A 0, DATE. I hereby certify the above insulation and all required item's as shown on t4i Building Department approved plans and attachments have been installed as. a 1. A U &witw 4W y t e State of California Energy Requirements* V4 All equipment, devices and materials are of -the quality prescribed or aie':. .4kAr specifically approved by''fhe State of California. 0 ka FIRM WX/OXMR(Please print) STATE coNTRACTOR.'S LICENSEdNO*, 'N SIGMA TU" OF 0RAL CONTRACTOR/OWW-R. 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 COUNTY OF BUTTE I' 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 OWN. PE -o U MIT 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. Inspector Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r PER NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. Q APPLICATION '�ND -PERMIT ASS SSB%R PARCEL NUM E /V�� ZO NG BUILDING PER MW Ow R77 J �/t �.,y.,TELEPHONE I^ -•{f• Y �- -C.Y - 1 SQ. FT. O C. BUILDING VALUATION O ER SM LNG A DRES CTOR,S"A E TELEPHONE 44 on AJ Xireplace4 CHnO TR CTOR' A LING ADDRESS - 1 CONSTRUCTION LENDER UNKNOWN Total Valuation $lgoyl Filing Fee $ 10.00 LENDER'S MAILING ADDRESS - - Permit Fee ARCHITECT OR ENGINEER '" - LICENSE No. Plan Checking Fee Energy Plan Checking Fee 5 $ s; ARCHITECT OR ENGINEER'S MAILING ADDRESS "" Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT 10.00 Each Trap RFifingFee 2.00Solar or heat pump water heater0.00 LOT NO. SUBDIVI ON NAME _ UAL" PA%� ELBA tri Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ "Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is 10.00 ea TYPE OF WORK New. Addition ❑ Remodel ❑ -Utilities[] Installation❑ Other. ❑ I Descr be w Penult Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 00 . 10 n D Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW 1 declareun er penalty of perjury (check one): I am licensed under provisions of Chapt: 9, Div. 3 of the Business/POWER and, Professions C e and y license is in full fo and .effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole• compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) t ' ❑ 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. ( DwE'uP.al OR ADDNS. ACC , /20sgft NEW CONSTR. -OU7 E NON-RESID BRANCH CIRCUITS) 2.50 ea APPARATUS e (SINGLE OUTLET CIR. I - Ex. Occup OUTLETS OR•FIXTURES 20050t DAL030 -FIXED APNS Ex. Occup. OUTLETS P(RESID )REA.I 2.00 Temporary 'sery ice 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 4• Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T!,hp. permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of -Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee, 10.00 Heating Cooling Hood 3.00 Ventilation ?j - Permit Fee $ Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned'property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against ts'd Coy in cons ce of the granting of this permit. X ! Date- 7"�a _ -e--� Signature of Applicant — Owner Contractor 1:1Agent ®� An OSHA permit is required for excavations over 5;0" deep and demol' ion or o s t- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE C, � occuP. CONST.rrPE . / iV Sc/1ooL SC PLooD A C PD �- ND This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IR OF PUBLIC y ERMIT XPIRES .Date �,� the applicable provi- resolutions,to do fees have been paid. WORKS Date/-(, ` Receipt No. D' !� : .0 WHIT.E-O.P.W., TELLOW-ASeC330R, PINK -INSPECTOR, GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPARTMEINT_OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET , - ,,� • , / Permit No. / OWNER P� C:U s� e - � �`-Y� I� t E' l�'t Y� A. 0 P. No. "C) , Proposed Building Use Building Inspector te At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 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. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. Statement of Intent for Non -Heated and C Buildings. Fees of $ 2-1 Letter of signature authorization. 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑,) t. 2L_15. Improvements may be required. . . . . . . . . . . . 16'. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Dote) �PP``17. Pre -Inspection for Required, Building Inspector 1�8. Recorded copy of Agricultural Acknowledgment Statement. '- . t C 719. Driveway Permit. ,20. Plot plan approval from city of !! 1. Enginee ed trus s'in duplicate re wired prior to plan check). " _11; en you issue the permit, process as follows: Mail to owner, Mail to contractor. r=#,_�Telephone IV and hold for pickup at office, Deliver w/inspector. Other Applicant 1 J� - r j,i� —" Date Zl— Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked ove). 1. Index permit for above items No. �_.,2. Additional, iite�mf!R-!/r�,e_q lyn��I ed�1 feat CS /RtQCaX.�.� ,M � \ �G�OF �"�CS , S)4 i� ;12_ Ok- S/ h / k-, Contractor, esigner, owner, was advised of above required data by_phone�nail—counter by date r., -designer, owAer,Ai s advised of above required data by—phone —ma ll—counter by date Plans checked by --4*, Sets of plans on hold i0i i tj' Copy—DPW Plans approved by inet _ AP folder /I'va � � Date v ,r `. •!jf 'Telephone ,:. 533.2000 North Burbank Public U iIi District . f 1960 Erin Street t OROVILLE,'CALIFORNIA 95965 20-88 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 North Burbank Public Utility District, must be submitted to Butte County.' f - Applicant: RICHARD L.� & CONNIE J. OLINGER (Better . Builders) E Applicant Address: - 1991 Stanley Ave. Santa Clara., _CA 95050 Applicant Phone No.: (408) 249-5931 589-2547 Property'Location(s): '6178 `Beckwourth Way Kelly Ridge Estates Lot 26 Unit '6 A. 'P. No. (s): 69-03-19 1 ` Fees Paid: All fees paid, , . . Application -for service approved: , ' April `12, 1988 North Burbank "Public Utility District Inspections) made and successful test(s) observed: ` Location: `�' ' - Date: By: :North -Burbank Public Utility District release to close permit: Date: By. r 1I ,i A2 38150 S SQUARE ' e2.8 100 00 SHEETS S SQUARE o e7. 38 9 700 SHEETS 5 SQUARE �e W . Rv� c .f W N JsL �xc� 00 Fos 17 Z 0� Na Z 2,ro SIO Cs or 0 578 M CIVIL �F OF C A�� (+o Lry) LZ 1*,.) r r"f- u O� °� y�q s 4' 1133M 12.781 50 SHEETS 5 SOUARE �® 12.)82 100 SHEETS 5 SOUARE N^, oNnl ,2. ]80 200 SHEETS 5 SOUARE q 2 z ..;' AV �Sb- ZsP �P 16 � 2 i �mm to ' tA Soo 1212 �. Gil C� Z� �r- I 3w �21 k's zok l til CSbq) :,o4rJ 000 000 ao T?17 A,46 T� c.�c�- S€u� o►J BUTTE 00UNTY ' BUILDING DEPARTMENT APPROVED ONE a - .66 ,� 0 SOUTH - .19-.42 .66 0 GWTvLR - .13-"36 SKYLIGHT ( 19 1 Asslc:ED A „L PERMIT N0. - I 0 I 38 I +2 I 1. SLAB - INSULATION ! +4 i I I 2. P-4ISED FLOOR - R-19 d _ 3. CEILING - R-30 ��_ C) 4. WALL - --19 � � ) 5. NOT.TH GLAZING - 2.4-3.6%�.7 _& 6. EAST GIAZING - 2.5-3.6% 7. SOOT: G_,ZI',:G - 1.6-3.6% �• �� 3. k -_ST GL\ZI::G - 2.9-3.6% O 9. SKYLIG1IT - 0-1.3% 10. SHADING (Exclude Overhang) EAST - .66 ,� 0 SOUTH - .19-.42 .66 0 VEST - .13-"36 SKYLIGHT - .37-.57 �- 11. HORIZONTAL SOUTH 'OVERHANG 2' ?LOVABLE INSULATION - NONE 13. INFILTRa.TION (Standard=0)(TiOt=+12) THEVAL MASS SF 15. GAS FUP-%'ACE (SE) 71-76% 16. HEAT PL??? (EER) 7.5-7.9% 17. DUAL ?ACK (SE, SEEP.) 8.0-8.3/71-76% WOOD STOVE (WATER NEATER ATTIC ''fy % OTHER TOTAL POINTS = cable 3-1. Slab Floor Points I In--zla- I A -Value of Insulation I I Cu! I 1 I Oe;th, I inches 1 0-2 1 3-4 ! 5-6 1 7+ 1 10- II 1 -5 ! -5 I -5 1 -5 I ! 12 - 15 I -5 1 -3 1 -2 1 -1 1 16-191-5 i-2 1-1 1 0 1 0 1 +1 I i I I I I I 7/7/83 -- l ) 43 Table 3-3s. Ce is 1 points ) I Puir.: -12 I � Ar Value of Ir.aul-r -8 1 I 5- 7 ( 19 1 ! 22 ! -2 1 ! 30 I 0 I 38 I +2 I I 49 ! ! +4 i I I Table 3-4a. Wall Insulation Points I R -Value of Insulation I Points I I I I 1 11 I -7 I i 19 I 0 1 1 24 ► +2 I I 30 I +3 I I 1 I Table 3-5. North-ractne Glazing Pts Glazing Type I I Total I 1 I Z of Sngl, Dbl. Trpl, Floor I V- I U- I U- I I Ares 10.66 10.41- ! 0.41 I 1 11.10 10.65 I do -n I O +4 64 +V 1 0.1- 1.2 1 +4 ! +4 I +4 I I 1.3- 2.3 1 +1 1 +2 I +2 I I 2.4- 3.6 1 -2 I 0 1 +t I I 3.7- 4.8 1 -4 1 -2 1 -1 i I 4.9- 6.1 1 -7 I -4 I -3 1 I 6.2- 7.3 -9 I -6 I -5 I I-. 2 1 -12 7 1 I 8.3- 9.7 I -14 I -10 I -8 i I 9.8-10.8 I -17 I -12 1 -10 I 110.9-12.0 I -19 i -14 1 -12 I 112.1-13.2 I -22 I -16 1 -13 I 1 13.3-14.5 I -24 I -18 1 -15 114.6-15.3 I -27 I -20 1 -17 I I I 1 I r + r Table 3-6.Cast-Fnc1n Clarin Pts. i I Glazing Type I 'I Total I I I Z of I Sngl, I Dbl, I Trpl, Table 3-2. Ralsed floor Points I A -Value of I I Insulation I I I 1 points ) I 1 belov 3 1 -12 I I 3-4 I -8 1 I 5- 7 I 8 1 I 1 I •19+ I I I 0 I I I Floor f (U - 1 (U - I (U - I I Area 11.10) 1 0.65),1 0.41)1 �I I�cants I;ofnt9 I ointsl 1 up to 1.3 I +3 1 +4 1 +4 1 I 1.4- 2.4 I +1 1 +2 1 +2 1 I 2.5- 3.6 I -2 1 0 1 0 1 1 3.7- 4.6 I -5 1- -2 I -1 I I 4.1- 5.5 I -8 1 -4 I -3 I I 5.7- 6.7 I -30 I -6 I -5 1 6.8- 7.7 I -13 I -8 I -7 I I 7.8- 8.7 ! -15 1 -10 1 -9 I' i 8.8- 9.7 I -17 I -12 1 -10 I I 9.8-11.2 1 -21 1 -15 I -13 1 11.3-12.7 1 -25 I -19 -is I i 12.8-14.0 1 -29 I -21 I -18 1 1 ta_t-t a_i 1 -a? 'I -7t 1 -70 1 Table 3-7. -f:- cfn¢-C:azl-g Pts 7atle 3-'0. Shay! -r Cor.'!! -lent Po: I Glazing SC by I I Total 1 I I 0r le n- ! : Fioor Arra i. 1 2 of I S-nf.I, Dbl, I it-) ! tatlon I I Floor I (": - I (U Area I :-10) 10.65) 1 0.41)1 �- I I c r.ts Ipo:na 1 clots) I Gat I i 3.2 I O +9 +3 + j 1 1 0-3.1 I to ! 6.4 v7 I up to 1.5 1 -2 1 +2 1 +2 1 I 1 I 6.3 I I 1.6- 3.6 1 -1 1 0 1 0 1 I 3.7. 5.2 1 -4 1 -2 1 -2 I I T- I 5.3- 6.5 1 -6 1 -4 1 -3 11 0 -.19 1 c +1 I +2 I 6.6- 7.7 1 -9 1 -6 1 -5 1 1 .20-.36 1 0 I 0 I- 4i ! 7.8- 8.9 I -:1 1 -8 1 -7 1 1 .31-.66 1 0 I 0 I 0 I 9.0-10.0 I -:3 I -10 ,1 -9 1 1 .67-.82 1 0 I 0 -1 1 10.1-11.5 I -_1 i -13 1 -11 I I .83 up I 0 I -1 i -2 111.6-13.0 I -:1 I -15 1 -14 ! ( 1 I I i 13.1-14.5 I -.5 1 -19 1 -16 I 111.6-16.0 3 1 -22 1 -19 I I South 1 0 1 3.2 16.4 1 9.1) d I I I I I to I to I to 1 I 13.1 1 6.3 17.9 1 9.5 Table 3-8. West -Facing Glazing Pts. I 7_1 I 1I 0 -.18 1 0 1 -1 I +2 I +2 I I Clazing Type 1! .19-.42 l 0 1 I J I 0 1 Total I 1 I .43-.66 l 0 1 -1 I -2 1 -2 Z of I Sn-gi. I Dbl. Trpl, ! .67 up I 0 1 -2 ! -4 1 -4 I Floor ! (': - I (U - I (U - I I Ares 11.:0) 1 0.65) 1 0.41)1 I Io:.r:s I otnt9 I of t sl We at I 1 1 1.6 1 3.2 1 6.4 o +i ;Lt 4 1 I to I to I to I :o I up to 1.3 1 -5 I +6 1 +6 1 1 1.5 1 3.1 1 6.3 1 7.7 1 1 1.4- 2.2 1 -3 I +4 1 +5 1 I I I 1 I 2.]- 2.8 1 D I +2 1 +3 1 I I ! 2.9- 3.6 1 -3 I 0 1 +1 I C-.12 1 0 1 +t I +3 I 5: I 3.7- 4.2 1 -5 I -2 1 0 I •13-•36 I 0 1 0 1 0 1 0! I 4.3- 5.0 1 --t I -4 1 -2 i .31-.51 I 0 I -1 I -3 I -6 1 I 5.1- 5.6 I -:7 I -6 1 -4 .58 -.?2 I -1 I -3 -6 1 1 5.7- 6.2 I -13 I -8 1 -6 I .82 up I -2 I -4 I 6 1 -46 I 1 6.3- 6.9 1 -5 I -10 1 -1 I I I I I I I 7.0- 7.6 I -:9 I -12 1 -9 I i 7.7- 8.2 I I -14 I -11 i Skylight .1 I .8 1 1.6 13.2 I I 8.3- 8.8I I -16 I -13 I I to I to ! to I to I I 8.9- 9.5 I -.5 I -18 1 -15 1 1 7 1 1.5 13.1 13.9 I I 9.6-10.1 I -20 I -16 I--�- 110.2-11.0 I- I-:3 I -17 1 0-.12 1 0 1 +1 I +3 I +6 : 111.1-11.8 I -35 1 -26 1 -21 ! .13-.36 1 0 1 0 1 0 1 0 1 111.9-12.7 ! - 'F 1 -29 i -24' ! .37-.51 I 0 I -1 I -3 I -5 112.8-13.5 I -41: I -32 I -27 I .58-.62 1 -1 I -3 I -6 1 -12 : 113.5-14.3 I -:r ! -35 1 -29 I .83 up 1 -2 1 -4 1 -8 1 -16 ; 114.4-15.2 I I -35 1 -32 1 1 I I 1 Table 3-9. Skvli>+: Points i I - aztng Type I I Total I I Z of T-Scq:. I Dbl. -Trpl, I Floor l U- I U- I U- 1 I Area 10.64-- 1 0.42- 10.61 I I 1 1.:- 1 0.65 I do, -n I Iupto1.3l I 0 1 01 I 1.4- 2.2 I 1 -2 I -1 I ( 2.3- 2.8 I -4 1 -Z ( -3 I I 2.9- 3.6 I -3 1 -6 I -5 I 1 3.1- 4.2 I -1: 1 -8 I -6 I I 4.3- 5.0 1 I• -10 i -8 I I 5.1- 5.6 i 1 -12 1 -10 1 I 5.7- 6.2 I -1? 1 -14 1 -12 1 I 6.3- 6.9 1 -2: I -16 1 -13 1 ( 7.0- 7.6 1 -2+ 1 -19 1 -15 I I 7.7- 8.2 I -:i 1 -20 1 -17 I I 8.3- 8.8 I -:3 1 -22 1 -19 I I 8.9- 9.5 I -3: ( -24 1 -21 1 f s.R-in.t 1 -ss 1 -26 1 -22 I Table 3-11. Hortzontil South Cverha-v aclnty Ecu :h Glatt ng I Length Nt I Area, Z of Floor I I from Wali I I I It 1-• f I 1 0-6.3 I 5.4 up I I 1 ! I 0 - 0.5 I -2 -. 10.6 - 1.0 1 -2 I -3 I 11.1 - 1.9 1 -1 I -2 1 I 2.0 up 1 0 1 0 I I I 1 I Table 3-12. Movable Insulation Points I "to veab:e Insulattoo ! I 1 Area, of Floor I Points ! I I I I 0- 5.5 I 0 I I 5.6 - 11.5 I +2 I 1 11.6 - 17.5 I +4 I ( 17.6 - 23.5 I +6 1 I �?t_A. f .■ f U ab:e 3-:3. :-.!- :tsttoa Control *^titre; Points I � Cat:.ol !ea:cres I PaInta S:an"ird I 0 I ..9 1!r than;es ;er he ! Tight ! +12 I I I -i.6 a!r changes ;er hr I I 1 i ate 3-15. Ca Fcr-+ce t:lthouc ar::tver;:ton Ceo:!nR Po!ncs Seasons: Pol3ts I 71 - 16 1 0 1 77 - 82 I +2 I 83 - 28 I +d I 63 - 9= I +6 I 95 up I +5 I i M1I !e -!C•. P<at Pv=o ?otncs °aerg! Ef!!:!ener I Points ! %Acto (EE3) ! ! ! I 7.5 - 7.9 I +3 ! 5.0 - 9.3 ! +6 ! 3.4 - 9.7 I +9 I 8.e - 9.1 I +12 1 9.2 - 9.6 I +13 1 9.7 - 10.2 I +19 I 10.1 - 1:.9 I +21 I 10.9 - 11.5 I +:4 I 5-1'J I +:7 I 12.4 - 13.2 I +30 I I I 3-17. Gas Furnace with Refr!:er3:lon Ccolinq Points rteerac:cnl Gas F•arnace I Cooling 1 !E T I 1-177-ib1-139- 35 17cl 5:1 e91 9:1 uo I 1 I o - e,.3 I ^.I +_I +zi •61 +e i 8.7 1 +21 +61 +31+10 1 9 - 5.2 1 •:• +.1 +:I.10,+i: 1 !•1'1.1_1+16 1 .7 - :1.5 !+l Zi•:-I.151�:9i'a0 I ! ! I I I 7i ii 5 3 :•ASS LtIAG AREA_E'APE FOOT 14:tR1CR Thr_F PA RATS PO!ATS A?EA f 1.000 �C 1.Soo I (sSF), Z I ! I ( ?,Coo 0 t I 7-14 I 2.500 I 15 - 23 i I 3,0J8 +6 I ! 31 - 39 I +8 I 3.50G• +10 I ! t,C:O I 56 - 63 I 1,560 I 64 - 71 I +18 I S.OSO +20 I I SO. /:. lr A D A a C D r A 6 C D A 8 C 2 A 6 C 9 I A S C 0. A L C 0 A 6 +3 +5 +8 +11 +14 +16 !o 1 1 2 2 2 2 2 2 0 j 2 2 2 0 00 1,5.10-1,999 0 0 0 0 0 O I 0 0 0 0 0 t 0 O D 7) 0 G 0 0 i 5 !J;. 14 4 • 2 2 i 2 2 2 2 2 2 12 t 2 0 2 2 2 0 2 2 0 0 I 2 C 0 2 1 7 0 '10 a 0 Y O i IS -16 6 6 . t 4 4 2 I 2 2 2 2 2 2 2 2 2 2 2 I 2 2 2 2 2 2 2 0 2 ? 2 01 1 2 2 6 2C9 I 8 6 6 1 6 6 • 2' t t a ? 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 ? I i II 7 I S !' ZS3 10 19 a 6 I 6 6 6 i i 6 4 ? 1 • 2 t • 2 7 2 1 2 2! 2 't 2 2 2 2 1 2 f 2 2 747 12 12 10 6 1 a a 4 1 6 6 6 t 6 6 4 2. 4 4 4 2 4 4 2 7 2 2 ? 7 1 2 1 2 7111111 2 1 I 1 353 13 14 12 a 17 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 / 1 2 4 4 2 2 i 4 4 2 7 2 2 t 2 401 14 14 12 a 19 10 8 6 8 8 6 4 6 6 4 4 6• 6 / 2 4 3 t 2 4 1 t 1 i 4 4 2 2 I 3 4 1 I 55) la 18 16 10 12 12 10 6 10 10 8 6 R a 5 4 6 6 6 4 6 6 6 2 6 6 3 44 4 2I a a 4 61a 21 20 16 12 14 12 8 l2 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 6 S c 2 6 6 4 2IC: 24 24 20 14 111 18 16 It 10!14 14 12 8 10 10 10 6 ID 10 8 64 a 8 6 < 8 6. 6 al 6 A 6 1! 6 1 a 2 i 2)) 26 23 21 16 170 16 16 10 14 14 12 a 12 TO 10 6 to 10 a 6 10 a 0 4 I ! 6 6 1 a 6 6 4 6 S 6 ; 603 id 2e 2c 16 22 20 18 12 16 IS 14 10 14 it 12 8 12 12 10 6 10 10 J 6 3 a B 4 8 8 S 4 a 6 e I.eZO 130 30 1S 18 �!7 2O 20 14 16 16 16 10 14 14 12 a 12 12 10 6 12 10 10 6 10 10 8 6 I a 8 C 41 2 a 6 4 : I,;CU 12 32 28 :J i24 24 22 14 20 20 IB 10 16 16 14 B 14 14 12 a I7 12 10 6 I10 10 10 6 11.1 10 8 ( I !9 e t ! 1.20t: 34 32 30 22 126 26 22 16 22 20 18 12 18 18 14 10 14 14 12 a 14 12 12 a �12 1? 12 10 ( )a 10 a E 10 lc a 6 : 1,l�0 33 /4 32 22 28 I29 26 24 16 22 22 20 12 16 13 16 10 1;, 14 14 a 14 12 12 6 12 10 6 �12 !0 10 C� 10 I :•^ r. 6 1,479 134 73 72 24 28 26 18 14 24 20 14 20 20 18 12 I18 16 14 10 14 14 12a 14 14 12 9 1` .a t :0 tO 1; s l.i^9 i 36 34 33 24 30 30 26 18 24 24 22 14 I22 t0 19 12 IB 18 IL 10 1 16 16 14 6 14 14 11 ! �11 1: f0 61 :: 12 1. • : 2,.0. 3/ 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 20 I8 12 1e, 18 16 10 1111116• 16 is 6I 14 14 1! 5 t 2,5}7 J•_uJ It ]t 30 22 I!0 33 ]0 72 t6 30 IB 22 26 70 t6 30 24 26 li I 18 Ie, 28 24 26 2!• 24 14 16 I24 •t 22 Z 13 27 !t i 20 14 22 20 Z.• 1 20 I. ) I7 :4� :: 15 ib '0 12 3,500 4,990 I 32 32 30 ZO 30 30 26Id td 2e, ?• 16 26 24 21 14; •a .3 ;3 •= 7O F 14 32 72 30 20 30 70 26 to 73 111124 1t :5 Zi 2: If 4,503 1 32 32 28 ZO 3:1 31 i6 !l j :n ... - C73 S.)2. I _ - _ _ f )2 --'1:'- t7 Zi YD j IJ .,, :6 1A 1 A) 1. 3y Co -trete Stab: MC -a.93; 7•.27: Factor•7.3 1. 7 7/4' •h,ck Con..,on Brick: iic-7.125; R•.1;: ractor-7.3 a) 1. SS' Co•.crrte Slab: MC -14.106: ?•.4ia; F.c!ore7.1 C) 1. 6- Solid Filled 81ock: hC-?G.67; R•1.93; Factor -6.1 2. 8• Solid Filled Bloc: 'With Both slats E■pased :o conditioned Air. NOTE: t:se all square tootaye directly exposed to conditioned air For Thermal Mass Area: NC -13.164; R•.9E;; Factor -6.1 0) 1' Thick Concrete/Tile: KC-2.SS; R-,083; Factor -3.7 :able, 3-19. Zor.slly Controlled Llcctrtc Zcsl.t.nce SP ece Heating Points I Po!nts for this r+easurc w!11 I ! be c000!eted after the ! I has appruved an Aic.rnatl,e I Component PaciaEe for Resistance 'I ! teat. ) TeLle 3-15. Active Solar Spnee FeatinR v!Eh Cas Points I Net Solar Fraction I rotor* I (sSF), Z I ! I 1 I i o-6 I 0 t I 7-14 I +2 ! I 15 - 23 i +4 I I 24 - 30 I +6 I ! 31 - 39 I +8 I I 40 - 47 I +10 I I 48 - 55 I +12 I I 56 - 63 I +14 I I 64 - 71 I +18 I ( 72 up I I I +20 I I Trble 3-7n, Solar Vater Vczttng with Gas Sarkig Points wood stove 033 points(no back up) casablanca fan + 1 point Multifamily (Per unitpoints) !!eat!nR Pts. r- - - I System Type I Points Floor Area Net Solar Fraction (NSF). Z per unit, T I Cas Only I I I 0 7 1 ( 9eat Pomp I 1 i O ! I ft2 I I Reds:ante Backup I `i I McFrinj; the Require- I I i mer.ts to Part Z I I 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +In +14 +17 euo-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,5.10-1,999 0 +1 +3 +4 +6 +7 I +8 +11) 2 f(:0 and u 0 +1 +2 +A +5 +6 +7 +9 All otl.ers (Pe: buil!!rq points) - euii-M? 0 +5 +10 +14 +19+i' _ +'_9 � r], 9FiP-999 I ,t)C•O• I, 199 0 0 +4 +4 +9 +7 +13 +! 1 +17 +15 +i)?6 .419 +30, +22 +26 1.217-!,499 n +3 +6 +9 +12 +15 418 +21 1,500-1,939 0 +? +5 +T +9 +1_ +14 +,� 2,111,0-:,'1 :9 0 +2 +3 +5 +7 +g +10 +Il I 3, .110 .l%d us 0 +: +3 +5 •7_ +9 +11) Table 3-21. Othtr water !!eat!nR Pts. r- - I System Type I Points ! T I Cas Only I I I 0 7 1 ( 9eat Pomp I 1 i O ! I I Solar with Electrtc I I I Reds:ante Backup I 1 I McFrinj; the Require- I I i mer.ts to Part Z I I I I fl /colt Resistance I I I or:; -:o ; _... a-; x '.alai, `• f'i�'vK��sAi1.x-�c.:y:.&tk•.�%,b�t�;<o r.+ . r••."i':..n:4.'=•P,h-Mb"aFiti±rLF1i�34s':`iieYr TM4'[2laf''Y * `:f•!s-i.5 t".:. �+,..- .. . .r•r... .. - -`• •.+,-.,. _. ....• «..�..r.,.,.... ...... .Y .-syer. -000 r CALCTECH Drawer G Feather Falls, CA 95940 (916) 589-4219 r , May 12, 1988 TITLE 24 RESIDENTIAL BUILDING'ENERGY ANALYSIS Project:Qlinge_r ResFdenc_e •. Owner's Name: Mr. &7NIMrsF R-ichard Olinger Site Location: Oroville, CA Building Type: Single-family Compliance Method: MICROPAS 2.0 Computer Simulation with adjusted Standard Budget This building energy analysis of the proposed residence was performed to 'document compliance with current energy conservation standards as set forth by the California State Administration Code, Title 24. The Standard Budget was initially adjusted to reflect proposed construction using duct loss credit with R-6 duct insulationoin all unconditioned areas by multiplying the Standard Budget by: duct loss credit factor= 1 + DF X (R-2.1) (R+1. 3). 1.08 where: R=6 (duct insulation R -value) , DF=0.15 (single-family) CZ11 Standard Budget= 42.20 KBtu/sq.ft./yr. X 1.08 duct loss credit 45.58 KBtu%sq.ft./yr..=.adjusted Standard Budget TFie proposed residence is also designed with an• electrical resistance water heater (40 gal.)' using more energy than the annual water heating budget allows and the difference must be subtracted from the previously adjusted Standard Budget by: 20,'400 Btu/yr. X 3.0 X 0.78=.47,736 Btu/yr. for elec. resis. water heater I here: 3.0=conversion factor from elec. energy use to source energy 0.78= ratio of gas wtr. htr. efficiency to elec. wtr. htr. efficiency 20,400 Btu/yr.= CZii water heater source energy budget F then; 47,736 Btu%yr. (elec. wtr. htr. source energy use) -20,400 Btu/yr. (CZ11 water heater source energy budget) 27,336 Btu/yr.= source energy over budget and; 27,336 Btu/yr. ='10.63 KBtu/sq.ft./yr. over wtr. htr. budget 2571sq.ft. proposed bldg. therefore; 45.58 KBtu/sq.ft./yr. adjust Standard Budget -10.63 KBtu/sq..ft./yr. excess wtr. htr.-source energy use 34.95 KBtu/sq.ft./yr.= adjusted Standard Budget for proposed residence with R-6 duct insulation and electrical resistance (40 gal.) wtr. htr. J t The -'computer simulation (MICROPAS 2.0) compliance method modeled the proposed residence; 2571sq.ft. of conditioned floor,area and 366sq.ft. (14.2%) of glazing. All calculations are supported in the accompanying required -forms and computer generated documentation.; t The energy budget comparison demonstrates the proposed building budget (33.0 KBtu/sq.ft./yr.) •is less than the adjusted Standard Budget (34.95 KBtu/sq.ft./yr); therefore,'the proposed residence is i_n compliance with current energy conservation standards. Heating and cooling for -the proposed residence will be provided by a Type 33 split -system heat pump with remote outdoor unit=consisting of: 'Day & Night' compressor model no. 541DJO42 and non -compressor model• no. 517E/GN042. Electrical resistance water heater will be provided,by a 'State' 40 gal.' storage capacity unit. All mandatory features and devices, heating and cooling•equipment, construction components including R-30 ceiling insulati6n/R-19 wall insulation/R-11 floor insulation and 'medium' construction must be installed as'per the accompanying forms and calculations for the proposed residence to meet or exceed the energy conservation standards as set forth by the California State Administration Code, Title 24. 4 , ti' , <.< < MICROPAS `2. 0 Fi l'e-OLINGER heather-CZ11 Program -SUMMARY > > > ' Run-OLINGER NEW HOME Project-OLINGER RESIDENCE Date -05/13/88 . M I C RO P A S 2�0 MS-DOS,- 10/22/85 . ' Calculations By:' . ^� 'CALCTECH Neal Kuopus '. . DRAWER G ^ ` ' FEATHER FALLS CA 95940 ' 916-589-4219 ' � ^ . ^ PROJECT DATA . ` . . Run Title .....................'..........,. OLINGER NEW HOME ^ ' \ Project Title . . . . . . . &. . . . . . . . . . . .. . . . . . . . OLINGER RESIDENCE ` Owner's Name ..... ...............�......,.MR &MRS OLINGER Site Location .s ................. ...... ,.. OROVILLE CA ^ ' Wilding Type ......................".... SINGLE ` . . 'DESIGN DATA ,2 «~�� ^ » Floor area (094:t) ... �....�..�.^..�......... 2571 -�' Glazing area (sqftK.... ,....,......... 36 ^ ' Glazing percentage (%) . . . " . . .�. . . . . . . . . . . 14.127 ` / . . . .� Glazing UA (Btudir-F) '(,..........^........ 245 (28.7%) Opaque UA (Btu/hr-F) ..................1. 388 (45.4%) ^ Infiltration UA (Btu/hr-F) ...,,......,'.. 222 (26%) . . � . Total.UA (Btu/hr-F) . . . . ., . . . . . . .'. . . . . . ..'� 855 ( 100%) ' ' . ' MECHANICAL SYSTEMS' Heating System '. . . . . . . . . . .'HEATPUMP ' .Cooling System .........................,HEATPUMP '. Ventilation System . . . . . . . . .�w . . . . . . . . . .. NATURAL ' / CLIMATE DATA . Weather Data Location .,........,........ RED BLUFFCA ETM'/RK Average Temperature (F) . . . . . . . . . . . . . . . . . :62 Minimum Temperature (F) . . . . . . . ... . . . . . . . " 23 Maximum Temperature (F) .......,.~....... 118 , ' ' ^ ~ . ` . . . , . , ~ . ' ^ Page 2 ' < < <' MICROPAS 2.0 File-OLINGER Aeather-CZ11 . Program -SUMMARY ' ' > > > ' Run-OLINGER NEW HOME Project-OLINGE''REqIDENCE . Date -05/13/88 ` ` ^ . �__________�______------- -------------- ------- . � PERFORMANCE SUMMARY ' .- . ' . _----------------- ___________________________________ ' ' ----- LOADS --_-- ------ ` ------ CONSUMPTION ---------- ANNUAL ANNUAL PEAK ` ' 'FUEL ELECTRIC COS. (^kBt!/) . (kBtu/hr) . ________ (kBtu) (kWh) ___ BUILDING Heating 39824' 33.3 ____-�___ . ________ ___�___ 0 _ 3889 $272 Cooling .-39731 -52.5 ' � 4415 $309 Venting ________ 0 . $0 ------- ' Totals . . 0 '��04 $581 . . _------------------------------------------------ - _______________________________________ ' . 'ENERGY BUDGET COMPARISON . '. ` _--__________________ _______________________________.................. ^ ^---- BUDGETS ---- ------- _____ CONSUMPTION�----- ~' ' SOURCE SOURCE , FUEL ELECTRIC TOTAL ' (kBtu) (kBtu/sf) � '_____________ ' ` BUILDING: 2571 sf of Conditioed Floor Area ________ _____-__ � � Heating .^ 39789 15.5 .$0- 1272 $272 ' Cooling 4516017.6� $309 ' � .$301?Venting � 0 0.0, $0 $0 . ' Totals 84�49' 33.0 . $0 $581 $581, ' ($0.23/sf) CALIF. STANDARDS BuDGETSingle Family , Home in-Cl'imate Zone 11 . / . Heating 44735 17.4 � $0 $0 $0 ' Cooling 63761 24.8 ` � ' ________ ____---- ' ________ . $436' ` $436 ________ ________ Totals' 188496 42.2 . `~ $0 $436 ` ' ---------�----------------�-----r------- . -___ -- ($0. 171s � ' ^ _____ .... .... .... . '. .' ~.. .� .Fuel Cost = $0.000 per Therm (1 . Therm . 1 100 kBtu) ' ' Electricity Cost = $0.070 per.kWh . 1 kWh x 3 x 3.41— A sopree kBtd - ` - . ^ . .-` . . . . ` . FORM 1 • Revised 9/83 Page. 1. of. 3 MANDATORY MEASURES CHECKLIST, NOTE: All new residential buildings subject tothese standards must contain the following measures regardlessof the compliance approach used.. PLAN FIELD DESCRIPTION IDESIGNER I CHECK IINSPECTIONI COMMENTS NOT I I NOT Mandatory Features and Devices I I OK IOK I OK -I OK . I §2-53'52(a) Minimum ceiling insulation R-19 weighted average I` §2-5352(b) I.'1 I. Loose fill insulation I NI manufacturer's labeled R -value I I I I I I I I. .§2-5352(c) Minimum wall insulation in framed walls R -ll weighted average (does.1 not apply to exterior mass walls) I I ( I I I §2-5352(d) Y Infiltration control I I I I I 1. Doors and windows weather- stripped 2. All -joints and penetrations -caulked and sealed ' I 3. .Doors and windows.certified 4. Exhaust systems have damper controls I1 5. Masonry and factory -built L I I I I I fireplaces have a. Tight fitting, closeable) I I I I I metal or glass door b. Outside air intake with damper and control c. Flue damper and control No continuous burning gas pilot I I I ( I I allowed 52-5352(e) I I Vapor barriers in -Climate Zones 14 and -16 only I I I I I I §2-5352(f) I (I -- Ducts constructed, installed and insulated per Chapter 10, 1976 UMC( §2-5352(8) I ROPaS I I I I �. Space conditioning equipment IM\� sizing -attach heating and cooling 110 I I I I calculations • I I� I I I' Appendix D D-3 C-43 RECM FORM 1 Revised 9/83 • -Page 2 of 3 MANDATORY MEASURES CHECKLIST AppendixD D- C -43 RECM PLAN FIELD DESCRIPTION IDESIGNER I CHECK IINSPECTIONI COMMENTS NOT I I NOT §2-5352(h) I I OK IOK I OK I OK Setback thermostat on all heating I P1I or cooling systems. §27,5352(1) i 1 I' Water heater insulation blanket I (R-12 'or greater); first 5 feet of I I /1� I I I I I I I I pipes closest to tank insulated (R-3 or greater) I I I I I I 1�_T' §2-5352(3) I - I • I I I I Pipe insulation on steam and steam -condensate return.and re- I I I ( I I circulating piping I L. I 1 I I I §2-5352(k) eating Swimming pool heating- 1. 1. System has a. On/off switch on heater I I I I I I b. Weatherproof plate on ) I I 1 I I heater I f c. Plumbed to allow for -\ solar 2'. 75 percent thermal efficiency) I I I I I for' gas heater- eater3.' 3.'Pool cover 4. Time clock 1 5. Directional water inlet . I §2-5352(1) I Gas cooking appliances equipped I �I with intermittent ignition device I I I ( I I I §2-5352(m) I Lighting -25 lumens/watt-or . greaterl for general lighting in kitchens and bathrooms I §2-5352(n) I Slab edge insulation-water-absorp-1 .tion rate no�greater than 0.3%, water vapor transmission rate no I I I I I I greater than 2.0 perm/inch AppendixD D- C -43 RECM . MANDATORY MEASURES CHECKLIST- PLAN DESCRIPTION (DESIGNER I CHECK FIELD IINSPECTIONI FORM 1 Revised 9/83 Page' 3 of 3 COMMENTS NOT I I NOT OK IOK •I OK I OK -Equipment Efficiency §2-5306 and 2-5307 HVAC equipment water heaters and shower heads and faucets certifiedl I 11 I I. I by the California Energy (CEC). I I I I I I Commission (CEC). Indicate make I I I' I I I and model number. . I I Insulation Quality ) l §2-5303 to 2-5305' Insulation specified or installed meets.CEC quality standards. Indicate type and form. Appendix D D-5, C-43 RECM BUILDING DESIGN AND EQUIPMENT SUMMARY ' MICROPAS FORM2 ' Project Title .. OLINGER RESIDENCE. ' Date: 05/13/88 Cover Page Run Title ...... OLINGER NEW HOME � �~-----------------�-------- � Owners Name ..., MR,& MRS OLINGER ' . ^ i ' | Location ....... OROVILLE CA ' � ' | (checked by) | BuildiAg Type .. SINGLE - . ~ | / Climate Zone ... 01 (date) | MICROPAS 2.0 File-OLINGER Program-FORM2 ' . � . . ^ ' ' ' ^ M I C R O P A S 2,04MS-DOS'" 10/22/85 ~ Calculations By: CAL TECH'- `ea} Kuopus DRAWER G ` FEATHE' FALLS CA 95940 916-589-4219 o . __________----------- 0—________�__________________________�-____________ ENERGY BUDGET COMPARISON ' _____________________-_______________________________________________ ' ' 257/ sqft Conditioned floor area . ^ .. ^ °PROPOSED ----------- 1BUILnING ' ^ . STANDARD . CUSTOM .` � 7 CONSUMPTION-- ----------- ---- BUDGETS _--- __________ ----- ----------- BUDGET ' _________CONSUMPTION BUDGET ' FUEL ELECTRIC. SOURCE SOURCESOURCE SOURCE . � ' (kBtu> (kWh) -------- -------- (kBtu) (kBtu/sf) ' ~ (kBtu/sf) (kBtu/sf) Heating Heating 0 3889 -------- 39789 --------- ---------- '15.5' ----------- 17.4 --------- Cooling 4415 45160 17.6 � 24.8 , Venting 0 � 0 0.0 ' � � Totals � . 0 �8304 . � 84949 __ ^_ (117; _ ___ ----�------- ^ I kWh ....... n _ ----------- elec. x 3 x 3.41 = ... 1 ------------------------------ 7--r--------------------------- 1 source kBt`,.1 kBtu'fuel n ---------------------------------- ------------- = 1 source ` kBtu I hereby certify' that -the dom'uter program used in this analysis, MICROPAS-2.0, is a calculation method a`proved by the.California Energy Commission, that the input Values used are those values required by Section 2-5304(d)4.B. of Chapter 2-53 Title 24 of the California ' Administrative Code, and that the proposed building modeled is con-istant with the proposed building plans and specifications. Certifying Signature: . . . , ' ` ^ ' BUILDING DESIGN AND EQUIPMENT SUMMARY / MICROPAS FORM2 ' . ' Page 1 Project Title .. OLINGER RESIDENCE ' Run Title ...... OLINGER NEW HOME Date: 05/13/88 Signature ...... MICROPAS 2.0 File-OLINGER Program-FORM2 ============================================ BUILDING ENVELOPE DESIGN --ZONE 'HOUSE' . ---------------------------- _----------- 1. Total Floor Area .. 2571 sqft . 3. SURFACES: Description a' Wall West b. Door e. c. Door Southeast ` d. Raised Floor e. Raised Floor f. Raised Floor g. Raised Fl6or h. Ceiling 2.4% i. Wall -shaded 111 j. Dobr-shaded 0.67 4. GLAZINGS: Description a. 8. South b. Southwest c. West d. Northwest e. Northeast f. Southeast ` . Total 5. SHADINGS: Southeast Description- escription___________ ------------- a. b. c. d. e. f. g. South Southwest Southwest West____ Northwest Northeast Southeast 6. OVERHANGS: a. South b. Southwest c. Southwest d. Southwest e. West_____ f. Northwest g. Northeast h. Southeast i. Southeast ' - Description ----------- 7. MOVEABLE INSULATION: NONE 2. Volume .............. 20568 cuft Area 1855 sq ft 105 sqft 27 sqft 384 sqft 350 sqft 1447 sqft 390 sqft 1837 sqft 270 sqft 18 sqft U -value 0.049 0.530 0.490 0.049 0.052 0.066 0.071 0.027 0.050 0.330 R -value Area % F.A. U -value Type 10 sqft 0.4% 0.67 Double 143 sqft 5.6% 0.67 Double 10 sqft 0.4% 0.67 Double 30 sqft ' 1.2% 0.67 Double 62 sqft 2.4% 0.67 Double 111 sqft 4.3% 0.67 Double 366 sqft 14.2% Area 10 sqft 128 sqft 15 sqft 10 sqft 30 sqft 5 sqft 63 sqft Area 10 sqft 56 sqft 24 sqft 48 sqft 10 sqft 30 sqft 5 sqft 48 sqft 15 sqft Cooling Shad. Coef. 0.66 0.66 0.18 0.66 0.66 0.66 0.66 Glazing Height 4.0 ft 4.0 ft 4.0 ft 4.0 ft 4.0 ft 3.8 ft 3.0 ft 4.0 ft 3.0 ft Cooling Shad. Fact. ------------ 0.75 __________0.75 0.75 0.20 0.75 0.75 0.75 0.75 Overhang Length 4.5 ft 10.0 ft' 8.0 ft 10.0 ft 9.0 ft 3.0 ft ' 3.0 ft 3.0 ft 3.0 ft Overhang Height ---------- 0.3 _______0.3 ft 0.4 ft 0.4 ft 0.1 ft 0.4 ft 0.3 ft 0.3 ft 0.3 ft 0.3 ft . , . . , � , . ' BUILDING DESIGN AND EQUIPMENT SUMMARY '� MICROPAS FORM2 � Project Title .. OLINGER RESIDENCE Run Title ..,... OLINGER NEW HOME Date: 05/13/88 Signature ~..... - < < < MICROPAS 2.0 File-OLINGER == Program-FORM2, , > > > - - � � S. INFILTRATION CONTROL: (Constr�ct�ion / ` Type ) 0.60 ac/hr ' . . q. THERMAL MASS: NONE, ' . � HEATING, VENTILATING,. AND AIR CnNDITIQNING'.SYSTEMS--ZONE _____-_______ ��_____ 'HOUSE' ' _ . . ______________ .. 10 HEATING' SYSTEM: . a. i Type . . . . ... . . HEATPUMP b. ^ � * / Model . '. c, .EFF/COP . . ^ . . .' 3.00 d. ` Capacity (Btu/hr) 11. COOLING SYSTEM: � . Type .....,:.. HEATPUMP ' b. ' Mod'l / . C—SEER . . . . .. . ,. '9.00. . d, Capacit� (Btu/hr) 12. VENTILATION SYSTEM: ' a. Type .... '..... NATURAL . . 'MICROPAS ASSUMPTIONS -Building Tb.1tal ---------------------------- _______ - M1. Building Latitude .. 39.5 deg , ' / ' MICROPAS'ASSUMPTIONS-ZONE 'HOUSE' ' ------------------------------------ Z1. Zone Heat Cap .... '4857 Btu/F Z3. Vent Inlet Area .. 37 sqft Z5. .V'nt height ....... 8,0 at, ' ' Z6. THERMOSTAT SETTINGS: ' ` a. Heating Temperature: b. Codling Temperature: .c. Vehting Temperature: d. Setbacks:, ° ` . R '. M2. Wind Correction Factor .1. 0.40 � .. ^ Z2. Internal Gain ..... 86991 Btu/day A. Vent outlet Area .. 17 sqft Z6. Vent Azimuth .....,. -33 deg ^ � He Season CoolinqSeason __________� ^ ______________ ' ' 65 ,65 80 80 80' 65 ' ' Np No ^ , . � � Paqe 1 < <^< MICROPAS 2.0 File-OLINGER-WeatherCZ11 Pr ogram-TABLE > > > Run-OLINGER NEW HOME Project-OLINGE` RESID ENC` 'Date -05/13/88 Season HOUSE Loads fof- UN �..... r_�-�----- -- ----_- SEASON ` TEMPER. HEATBTU COOLBTU _..... ... _______- VENTBT! ----- ----- VENTA� . `. . (F) . (kBtu) (::Btu) (kBtu) (ac/hr) � WINTER 65.8 19072^ ' 0 O 0.00 . WINTER/SPRING 68.2 ' 10904' 0 -27 S,PRING/SUMMFR' 75,4 '229 -9055' , -6457 4.16 SUMMER 78.3 ' {\-20970 -4225 4.16 ' ' SUMMER/FALL 71.9 ' 967 �7833 -6197 5.- 9'.--', ' FALL/WINTER �� 68.5- . . 8652 � -1873' �� -2615' 2.55 tot/ava . �� 71.4` 39824 -39731 -19521 2.80, ' ' ----�---�----------�------r_-------�--�---�----------------------- Season HOUSE Heat Flows'for . RUN ^ . ` � -------- ------ ------- SEASON ' INFILBTU INFILACH INTERNALOPAQCQND .... ..... ___..... ..... ..... OPAQSOLR ..... ..... .... ..... .... ... ... __________ GLAZCOND,GLAZSOLR ' ^ (kBt\ui^ (ac/hn) (kBtu) (kBtu> (kRtu) (kBtu) ' (kBtu)' . ~ WINTER _ . -7880' .' 0.60 5393 ' -13787 ` ........ ... _____ 1217 _8691 4677 .WINTER/SPRING -7547 ' 0.60 6811 -1305 2240 -B324 9348 SPRING/SUMMER 1208 0.6» ,5132 2I'14 3463 11297 SUMMER . 1664 0.60 5393 �9 ^ 11 ' 3217 ' 1835 10088 SUMMER/FALL -207 0.60 4785~ -363 . ' 2342 -229 6735 FALL/WINTER -3873 0.60 44-37' ----67-76 11.0.3 4�72 4984 , ' ____ tot/ave __..... ..... ._..... __________________________________________�___��__________________ -19052 0.60 31752 '-33333 ____ , ' 13666 ________ ' -21013 ___ _____ 47128 ' . ^ ` ^ � ` ` ' � ~ ` � �~ ^ ` ' RESIDENTIAL BUILDING LOAD CALCULATIO'NS-ASHRAE METHOD' MICROPAS SIZING Project Title .. OLIN,ER RESIDENC`� ~ . Date: 05/13/88 Cover Page Ruh Title ...... OLINGER NEW'HOME ' ''-------------�------_------ ' Owners Name .... MR &'MRS OLINGER ^ . | | . ^ . . Location ....... OROVILLE CA . � (checked by) | | (date) | MICROPAS 2.0File-OLIN'ER ' Prog/am-HVAC SIZING > > > '^ . HEATING AND COOLING LOAD SUMMARY ^` . ------------- __________-______ . , BUILDING DESCRIPTION: ' Floor Area ......';.....^....� .. ��71 sqft �...... . Volume ^..�.......�.....,............� 2V568 c�ft .. ^ " , DEqIGN'CONDITIONS: . . ' . ' Weather L9catipn ....,.,..........,.. OROVILLE . ' ^. ^� Latitude ...,.....�.~...".....,..,..'. 39.5 degrees- . . . Winter Outside Design Temperature,... 30.0F . Winter Inside Design Temperature�.... 70.0F ` ' Summer Outside Design Temp` 'ature .,.104.0F ' Summer Inside Design Temperature .... 78.0 F ' Temperature Range ......... .......... 37.0 F , .. ^ DESIGN HEATING LOAD'SUMMARY (see heating load calculations): ' . . . . OpaqueCon ducti\/ity,.......... .....' 15546 , .Glazing Conductivifv .......1.......1 9809 ` ~ Infiltration .................. .... .. 11699 ' Duct Loss ...L...............^..'.... 3705 ' Total Heat Lod- ^ 40759 Btu/hr' ' �= � ' CEC Maximum: (applicable to gas central.furnaces only) ^ ' ^ .. . . .` . ` DESIGN COOLING LOAD SUMMARY (see �ooling load calculations): . , .. ~ . . ' Opaque Conduction and Solar .......6465 � Glazing Conduction .........,.....,.. 6376- Glazing Splar .....,.................. 8480 Infiltration ... ............ '......... 4803 I6teqnal Gain ..^..�.......... a...... 2100 Duct Gain .... 2822 ' Latent Wad , ............... . . . . . . . . .. 6209 '� . . Total Cooling Load 37255 Btu/hr ^ . 3.1 Tons). . . ' . . " . RESIDENTIAL BUILDING`LOAD CALCULATIONS"ASHRAE METHOn MICROPAS SIZING ��- P�op �1 . ° . . -"- Project Title ... OLINGER RESIDENCE Run Title ....... OLINGER NEW HOME '' Date: 05/13/88 < < < MICROPAS 2.0 File-OLINGER Prpgram-HVAC SIZING' > > > ^ ' ' . � � ^ . 'HOUSE' HEATING LOAD CALCULATIONS . -------------------------- DESIGN _____________________-__DESIGN CONDITIONS: ' ' WINTER DESIGN TEMPERATURES: . . , Inside HOUSE Temperature . . . . . . . . . . . . . . . . . . . . . " . . %'70,0 F Outside Temperature ..... .... k.................... 30.0 F DESIGN TEMPERATURE DIFFERENCES � Standard ............:.........1......1......n.... 40.0 F CONDUCTIVE HEAT LOSS: , ' Delcription -------------------- Frame Wall; 'FWALL1 FWALL2 . FWALL3 LWALL BWALL RWALL . ` Door;-FDOOR LDOOR2 RDOOR1 . RDOOR2 BDOOR Ceiling;VEIL Raised Floor; FLOOR1 FLOOR2 ` FLnOR3 FLOOR4 Frame -Partition; | GWALL BGWALL ' LDOOR1 'Double Glazi'ng; I ' U -value OPAQUE . SURFACES ' Heat LGLASS Area (Btu/hr- x TD Loss Orientation (sqft\ sqft-F) Southwest (F) (Btu/hr.) . ___________ Southwest ___ 5 ______ x 0.049x _______ `0.0 --- = ^892^ West ' 24 x 0.04 x 40.0 = 47 South 24 A 0.049 x ,40.0` = 47 Northwest 377' x' 0.049 'x 40.0 = 738 Northeast 561 x &049 x 40.0 = 982 Southeast 474 x 0.049 x 40.0 = 928. Southwest 38 `k 0.530 x 4010: 801 Northwest ' 33 x 0.530 x 40.0 = 708 Southeast 33 x 0.530 x 40.0 = 708 Sbutheast �14 x 0.490 x 40.0 = 274 Northeast 13 x 0.490 x 40.0 = 251 . Horizo/tal 1837 x 0,027 x 40.0 = 1984 Horizontal 384 x 0.049 x 40.0 = 753 Horizontal 350 x 0,052 x 40.0 = 728 .Horizontal 1447 x 0.066 x 40.0 = 3819 Hqrizbntal 390 x .0.071 x 40.0 = 1109 n/a .174 x 0.050 x 40.0 = 348 n/a 96 x 0.050 x 40:0 = 192 n/a 18 x 0.330 x 40.0 = 235 ^ CONDUCTI^VE TOTALS FOR OPAQUE . SURFACES 15546 LGLASS Northwest �0 x 0.67 x 40.0 = 804 FGLASS1. Southwest 56 x 0.67 x 40.0 ^= 1501 °FGLASS2 Southwest 15^ x 0.67 x 40.0 = 402 FGLASS3 West 10' x 0.67 x 40.& = 268 FGLASS4 Southwest 24' x 0.67 x 40.0 643 FGLASS5 South 10 x 0.67 x 40.{\ = 268 FGLASS6 Southwest 48 x 0.67 x 40.0 = 1286 BGLASS1 Northeast 48 x 0.67 x 40.0 = 1286 BGLASS2, Northeast ' 9 x 0.67 x 40.0 = 241 BGLA'S3 Northeast '5 x 0,67 x 40.0 = 134 `RGLASS1 Southeast 48. x 0.67 x 40.0 = V286 RGLASS2 Southeast 48 x 0.67' x 40.0 = 1286 RGLASS3 Southeast ,9 A 0.67 x 40.0 = 241 RGLAqS4 Southeast ` 6'' x '(}.67 x 40.0 = ` 161 CONDUCTIVE TOTALS FOR GLAZING SURFACES. 9809 RE_S I DENT I AL BUILDING LOAD CALCULATIONS••-ASI-•IF;AE VE THOD M T CRO AS SIZING Page H2 Project Title ... OL_INi:7ER RESIDENCE, Run Title . •• •• ..• . o OL...:I:NGER NEW HOME Date: 05/13/8B MIL' ,OFFS 2.0 F i l e-._ClL_ T NGER Program -HVAC SIZING '' INFILTRATION:.(Typei MEDIUM) a)56B c•uf t x 0. 79 <ae_/hr x oms B•l u/cuft•-•L' 0 40.0 11699 SUBTOTAL 37054' ' DUCT HEAT I._.OSS; (Duct in attic) 0. 10 x 37054 3705 TOTAL HEATING LOAD2 4(..)759 - ^ ^ . ^ RESIDENTIAL BUILDING'LOAD CALCULATIONS-ASHRAE METHOD MICROPAS SIZING Page 0.1. ' . Project Title ... LINGER RESIDENCE - Run ' Title ....... L�INGER NEW HOME ` . . Date! 05/13/88 . . 'MICROPAS 2.0 File-OLINGER Program -HVAC SIZING > > > . . . . ' ''HOU8E' COOLING LOAD CALCULATIONS ' _________________�_______________ ` . DESIGN CONDITIONS:: � ----- ----�--- ^ ' / SUMMER DESIGN CONDITIONS: . Inside HOUSE Temperature.-:-,. ...............:.... 78.0 F ,Outpide Temperature ...... ................ .'........ 1*34.0 F Temperature Range .................^......,....... 17.0 F . ` - ^ DESIGN EQUIVALENT TEMPERATURE DIFFERENCES Standard .............^........;.......,.,..^.� 26.0 F ' Fkame Walls and Doors .......... :....... �......... 24.6 F ^ Ceilin' Under Vented Attic ............._.......... 45.0 F Frame Partitions .......�^ �: . 16 0 F ...... ........ .......... . SHADING CALCULATIONS: CONDUCTIA'HEAT GAIN. - Description - AIN: Description' Frame Wall;.FWALL1 Shady FWALL2 ' Line Descrip. ________ Orient. __________ Fact. _____ FGLASS1 Southwest( 1.3 x FGLASS3 West ( 0.8 x FGLASS4 Sbuthwest( 1.3 k FGLASS5 'South ( 2.7 FGLASS6 Southwest( 1.3 x RGLASS1 Southe t( *��s 1 3 � ^ : RGLASS3 Southeast( 1.3 x RGLASS4 Southeast( 1.3 x CONDUCTIA'HEAT GAIN. - Description - AIN: Description' Frame Wall;.FWALL1 . FWALL2 ' FWALL3 Over- Over- LWALL . BWALL ' RWALL Door; FDOOR Glaz Glaz LDObR2 * RDOOR1 . RDOOR2 . BDOOR Ceiling; CEIL ^ Frame Partition;-LGWALL (ft) _____ (ft) ' (sf) BGWALL (sf) ' LDOOR1 / . . ' - Over- Over- ' � . ' Un - hang hang Shade. Glaz Glaz Shaded shaded Lyng. High. High. High, Area Area Area (ft) (ft) _____ _____ (ft) _____ (ft) ' (sf) (sf) ' (sf) 10.0) - `4 = 12.7 / _____ ____ 4.0� x 56 ______ = 178 ______ 0 �9.0) - 0.4 = 6.8./ 4.0 A `10_= 17 0 8.0> - 0.4 = 10.,:I. / 4.0 x 24 = 60 / 0 ( 4.5) - 6.3 = 11.9 / `.0 x 10 = 30 0 10.0> - 0,1 = 13. / 4.0 k 48 = 156 0 3.'0) - 0.3 = 3. / 410 x 48 = 44 4 3.0) - 0.3 3.7 / 3.0 x 9 = Al1 0 3.0) - 0.3 =/ 3.7 / 3.0 x 6 = 7 0' U -value Heat , ' Mea � (Btu/hr- TDeq Gain OrientatioA ___________ (sqft) sqft-F) (F) (Btu/hr) !� Southwest ______ 455 _______ x 0.049 ^_______, x 24.6 = ________ . 549 West ^ ^ 24 x 0.049 x 24.6 = 29 South 24 x 0.049 x 24.6 = 29 Northwest '377 x 0.049 x 24.6 = 454 , Northeast 501 x 0.049 x 24.6 = 604 , Southeast 474 x '01049 x 24.6 = 571 ~' Southwest 38 x 0.530 x 24;6 = 493 'Northwest 33 x 0.530 x 24.6435 ' 'Southeast ^ 33 x 0.530 x 24.6 = 435 - Southeas ) ' . |4 . x 0.490 x . . 24 6 = 169 Northeast' �- 1 x 0.490 x 24.6 = 154 ^ Horizontal 1837. x' 0.027 x 45.0 � 2232 n/a 174 x 0.050 x 16.0 139 n/a 96 x 0.050 x 16.0 = 77 . � n . '/a 18 x 0.330 � x 16.0 = 94'` CONDUCTIVE .. . TOTALS> FOR OPAQUE ` SURFACES '6465 ' ' } - ' RESIDENTIAL BUILDING LOAD CALCULATIONS-ASHRAE METHOD MICROPAS SIZING Page C2 Project Title ... OLINGER RESIDENCE ' ' Run Title ....... OLINGERNEW HOME ` '' . ' / ' Date:'05/13/88 MICROPAS 2.0 :File 'Program -HVAC SIZING > > > ' Double Glazing';- LGLASS Northwest . 30 x 0.67 x . 26.0 = 523 ' ^ FGLAS91 Southwest ' 56 x 0,67 x 26.0 = 976' ' FGLASS2 So^thwest 15 x_ .0.67 x 26.0 = 261 FGiASS3 West 10' x M.67. x 26.0 = 174 ' FGLASS Southwest. 24'. x 0�67 x 26.0 = 418 jFGLASS' South ^ 10 x 0.67 x 26.0 = ` 174 ^ FGLASS6 Southwest 48 x 0.` 67 x 26.0 = .836 BGLASS1 Ndrtheast ' 48` x 0.47 x 26.0' = 836 ~ BGLASS2 Northeast 9 x 0.'67 x 26,0 = 157 � B G L A q 83 Northeast ^5 x \}.K . x 26.0 = 87 RGLASSl ` Southeast �48 x 0.67 x 26.0 = 836 . RGLASS2 Southeast ^48 x 0,67 x 26.0 = 836 RGLASS3 ^Southeast . 9 x 0.67 x 26.0. = 157 ' RGLASS4 ` Southeast x 0.67 x 26.0 = 105 ^ ' . 'CONDUCTIVE TOTAL FOR GLAZING SURFACES . 6376 SOLAR HEAT GAIN: . � ,' ^ ' Heat 7� ' Area Shading Gain � Description ________________________ Orientation ' (sqft) fSHGF Factor {BtU/hr`> Double Glazing; LGLASS ____________v ________` Northwest ' 30 . ____ x 42 '______ x _ 0.75 = ______ �_ 945 FGLASS1 Shaded . ' 56 'x 13 x 0.75 = 546 . FGLASS2 ' Southwest' 15 x 55 x 0.20 = 165 ' FGLASq3 Shaded` 10 x 13 x' 0.75 = 98 ` FGLASS4. Shaded .' 24 x 13 x 0.75 = 234 FGLASS5. Shaded i0 \x 13 x 0.75 = 98 FGLASS6 Shaded 48 x 13 ' x 0.75 = 468 BGLASS1 Northeist '48 x 42 x 1.00 = 2016 BGLASS2 Northeast � '9 x 42 . x 1.00, = 378 BGLASS3 Northeast ^ .5 x 42. x 0.75 = 158 RGLASS1 Southeast 4 x 55 x 0.75 = 158 ^ RGLASS1 ' Shaded 144 x 13 A 0.75 = 431 RGLASS2: Southeast 48' x 55' x 1.00 = 2640 Shaded 9 x 13 x 0.75 = 88 .RGLASS3 . � v RGLASS4 ShAd&d ` 6 x 13, ~ x 0.75 = ^ 59 . - ^ SOLAR TOTAL _ 8480. ..... ..... .... .... __..... [NFILTRATION: (Type: MEDIUM) 20568 cuft x 0.50 ac/hr x 0.018 Btu/cuft-F x 26.0 . ^ . . . . . INTERNAU GAIN: 4People 225 Btu/person + 1200'Btu (appliance) ' ^ . ^ - SUBTOTAL DUCT HEAT GAIN, (Duct in attic) 0.10 x 28223 � = 4803 ------------ 210(::) _______ 2100 282?3 = 2822 ----------- TOTAL _______ TOTAL HOURLY SENSIBLE'HEAT GAIN 31046' . . ^ . ' RESIDENTIAL BUILDING LOAD CALCULATIONS"ASHRAE �METHOD MICROPAS SIZING Page C3 Project Title ^.. OLINGER RESIDENCE` Run Title ....... OLINGER NEW HOME . ^ ' Date: 05/13/88 < < <. MICROPAS 2.0 F�le-O" INGER Program -HVAC SIZING ' > > > . ' LATENT LOAD:`. 0.20 x 31046 = 6209 ________ . . TOTAL COOLING LOAD 37255 . ( 3.1 Tons) , ` . ^ . . . ` . .. . ' ' ^ . . . ` . . . ' . . ^ . . , . . � ' ^ ( / . , . . - ' ' .. . � ' ' . . ` .^ . . . , .. . ` . . ' ^ ' . . . ' ' . Page 1 < < < MICROPAS 2.0 File-OLINGER ~ 'Weather-CZ11 Program -FORMAT > > > .Run-OLINGER NEW HOME Project-nLINGER RESIDENCE Date -05/D3/88 . . ' Input file 'OLINGER' last edited on 05/13/88 ' ' CONTROL DATA' ` RUN - ^ DATA - ^ . 1y RUN TITLE (25 char) ..........,...^.............. ^ OLINGER NEW HOME 2> PROJECT TITLE (25 char) . . . . , ... . . . . . . , . . . . . . . .. . . OLINGER RESIDENCE 3> OWNER'S NAME (20char) . .. . . . . . . , . . . . . . . . . . . . . a.. MR & MRS OLINGER 4> SITE LOCATION (25 char) ...................,...; OROVILLE CA 5> BUILDING TYPE (SINGLE,CLUSTER,DESIGN,NONE) ...... , . SINGLE ^ SITE` AND WEATHER DATA 1> BUILDING i LATITUDE (decimal deg) ' . . . . . . . . . . . . .. ... 39.5 2> BUILDING ROTATION (deg,0=S, 0=W;_90=E,180=N) .... 33 3> NUMbER OF WARMUP DAYS (10 maximum) ...........,.. 3 4> WEATHER DATA FILE NAME (CZ12,^etc) 1. CZ11 5>WIND CORRECTION FACTOR (fraction) .........,,.!.. 0.40 6> HEATING MODE GROUND REFLECTIVITY (fraction) ..... 0.2 7> COOLING MODE GROUND REFLECTIVI'Y^ ( raftion) ..... 0.2 8> GROUND TEMP DAILY,FACTOR (fraction) ....^........ 0 9> GROUND TEMP MONTHLY FACTOR (fract`onl .,. . . . .. . . . . 1 10> . GROUND TEMP ANNUAL FACTOR (fraction) ........... 0 11> ' HVAC SIZING: LOCATION (25 char) ' ^ ^ � ^ ^ ^� ^ ^ ^ ^ ^ ^ ^ ^.^ OROVILLE ) SIMULATION CONTROL DATA ' ` #> NUMBER Of SIMULATION SEASONS (8 only) . ... . . . . . . . 8 . SEASON SIMULATE . NAME �_� SEASON ' ' -----�1------ --�2�--- 1>' WINTER YES ' ' 2> 'WINTER/SPRING YES 3> SPRING/SUMMER YES ' ^ 4> SUMMER YES 5> SUMMER/^LL YES 6> FALL/WINTER YES 7> PEAK HEATING YES ^ ' 8> PEAK COOLING YES . . ` GENERAL OUTPUT SPECIFICATIONS ' ~ `1> ' .. COPY' OF INPUT DATA (YES,NO,FORMAT) . . . . FORMAT 2> SUMMARY (YES,NO) .. . . . ' . . . . . . . . . . . . . . . . . . 'YES ' 3> FORM 2 (YES,NO)' .......!.~;...^,......... YES 4> HVAC SIZING: CALCULATIONS' (YES,NO) .. . . ...� . , .. . . . .`. 'ES SEASON OUTPUT SPECIFICATIONS ' . . ' #> '\ ^ SEASON OUTPUT DESIRED (Y.ES,NO) . . . . . . . . . .�.. . .. . . , YES - 1> 1> AMBIENT SUMMARY (YES NO) ' ,, , ,,,,,................ NO ' 2> ZONE LOADS (YES NO) , ^ ^ ^ ^ ^ ^~ ^ ^ ^ ^ ^�^ ^ ^ ^ ^ . . . . . . . . . , . . . . . YES , . . . ` ^ . ^ ' .. . ^ . , Page 2 . � . , < < < MICROPAS 2.0 File-OLINGE�R Weather-CZ11 Program -FORMAT > > > Run-OLINGER NEW HOME Project-OLINGER RESIDENCE Date-05/13/88- 3> ate-05/13/88 3> ZONE ENERGY CONSUMPTION (YES,NO) ................ NO 4> ZONE HEAT FLOWS (YES,NO) ........................ YES - 5> MASS SUMMARY (YES,NO) ............ '.... ' YES �.....�..... 6>'TEMPERATURE SUMMARY (YES,NO) "....'........,...... NO 7> PEAK.CONDITIONS (YES,NO) ..........^............. NO ZONE DATA . .. . ~ ` #> NUMBER OF ZONES (5 maximum) ..... �..^.....'.,...... _ 1 . ' ~ ZONE 'HOUSE' ^ ' AREA 1> NAME (HOUSE,SUNSPACE,ytc) ...... ,.,.~.,'......... HOUSE 2> FLOOR AREA (sqft) ............................... 2571 3> VOLUME (cuft) ................................... 20568 ' 4> HEAT CAPACITY (Btu/F) ......... .................. 4857 ' 5> INTERNAL GAIN (Btuiday) ...............,.....,... 86991 6> INTERNAL GAIN SCHEDULE (INTERNAL,NONE,etA .....1 INTERNAL 7> INFILTRATION BASE ACH (ac/hr) .........,.......^., 0.60 8> INFILTRATION TEMPERATURE ACH (ac/hr-F) ...!...... 0 9> INFILTRATION WIND ACH (ac/hr-mph) ^............... 0 ` ^ 10> HEAT EXCHANGER SYSTEM NAME (HEATEX,NONE,~tc) ... NONE 11> HEATING SYSTEM NAME (FURNACE,NONE,e ) ..`....... HEATPUMP 12> COOLING SYSTEM NAME (HEATPUMP,NONE,dtc) ........ HEATRUMp 13> VENTIL' TION SYSTEM NAME (NATURAL 'ONE,etc) . . . . . NATURAL 14> . HEATING MODE -THERMOSTAT NAME (HEATCNST,etc) .,.. HEATCNST 15> COOLING MODE THERMOSTAT NAME (COOLCNST,etc) .... COOLCNST 16> HVAC SIZING: NUMBER OF PEOPLE .1......n.......... 4 17> HVAC SIZING: APPLIANCE GAIN (Btu), .!....,....... 1200 ^ ^ 18> HVAC SIZING: INFILTRATION (TIGHT,MEDIUM,LOOSE) . ^ MEDIUM' OPAQUE SURFACE DATA 1446.7 #> NUMBER OF SURFACES ....'''''''''''''''''''''''''' 19 ` NAME AREA U -VALUE AZIMUTH TILT .ABSORP7 ZONE � (sqft) (Btu/hr (deg) (deg) TIVITY NAME -sf-F) (frac) ^ �--1---- ---2---- ---3---- . ---4---- ---5---- --�6---- ---7---- ' ` 1> CEIL 1837.1 ,027 'b 0 0.5 HOUSE 2> FLOOR1 384 ' .049 0` 0 '' 0 ' HOUSE . 3> FLOOR2 349.9 .052 ' 0 0 0 HOUSE 4> FLOOR3 1446.7 .066 0 0 V HOUSE 5> FLOOR4^ 390.4 .071 0 0 of HOUSE . 6> LGWALL 174.2 .050 90 90 0 HOUSE 7> BGWALL 96 .050 180 90 0 HOUSE _ 8> FWALL1 455.2 .049 0 90 .5 HOUSE 9> FWALL2 24 .049 45 90 .5 -HOUSE 10> FWALL3 24 ^ .049 -45 90 ' .5 HOUSE ' 11> LWALL 376.6 .049 90 90 .5 HOUSE 12> BWALL 501.2 .049 180 90 .5 HOUSE 13> RWALL 473.6 .049' -90 90 .5 HOUSE 14> FDOOR 37.8 0 90 .5 HOUSE 15> LDOOR1 17.8 . "33 90 90. 0 HOUSE . . NUMBER OF � ' TREATMENTS . 9 . ' ' NAME GLAZ OVER- OVER- HEAT COOL SHADING SHUTTER SHUT Page 3 < < ` < / MICROPAS. HEI- . 2.0 File-OLI ^GER ' Weather-CZ1.1 SHAD Program -FORMAT > > > TRAN Run-OLINGER NEW HOME Project-OLINGER LENG RESIDENCE FACT''FACT Date -05/13/88 16> LDOOR2 33.4 .53 '90 90 .5 --3-- ^ HOUSE 17> RDOOR1 33.4 .53 -90 90 ' .5 OVERHNG1 HOUSE 18> RDOOR2 14 - ~.49 -90 90 .5 NONE HOUSE 19> BDOOR . �' 1�.8 .49 180 ` ` 90 .5� 0 ^ HOUSE.:-' .GLAZING SURFACE DATA . . ' " 0 0 , 0 . . GLAZING SURFACES' 0 NONE ` OVERHNG3 . #> NUMBER OF SURFACES �.................... NONE .0 . .......... 0 14 5> OVERHNG4 NAME AREA U -VALUE ' AZIMUT. TILT `NUMBER NONE ZONE TREAT- NONE 6> (sqft) (Btu/hr (deg) (deg) OF NAME MENT 0 '0 ' -sf-F) OVERHNG6 4 PANES .08 NAME 75 ---1---- --2--- ^ ---3---- � ---4--- --5--- -n6--- ---7---- ---8---- 1> LGLASS 30 .67 90 902 NONE HOUSE OVERHNG1 .2> FGLASS1 56 .67 .75 9' 2 HOUSE OVERHNG2 3> FGLASS2 15 ' .67 0 90 2 HOUSE. INDIRECT 4> FGLASS3 10 .67' 45 '� 90 � ' 2 HOUSE OVERHNG3 5> FGLASS4 24 .67 0 90 2 HOUSE OVERHNG4 6> FGLASS5 10 .67 -45' 90 2", HOUSE OVERHNG5 7> FGLASS6 48 .67 0 90 2'HOUSE OVERHNG6 8> BGLASS1. 48 .67 `180 90 HOUSE NONE '> BGLASS2 9 .67 180 90 2. HOUSE NONE 10> BGLASS3 5 ' .67 180' 90 2 HOUSE OVERHNG7 11> RGLASS1 48 .67 ' -90 90 2 HOUSE OVERHNG8 12> RGLASS2 48 .67 -90 9� 2 � HOUSE NONE ° 13> RGLASS3 '9 . .67 -90 90 2 HOUSE OVERHNG7 14> RGLASS4 . 6 .67 -90 90 2 HOUSE . OVERHNG7 GLAZING TREATMENTS #> NUMBER OF � ' TREATMENTS .........1...'.........'...... 9 ' NAME GLAZ OVER- OVER- HEAT COOL SHADING SHUTTER SHUT SHUTTER HEI- HANG HANG SHAD SHAD SCHEDULE U -VALUE TRAN SCHEDULE BHT LENG HIGH FACT''FACT NAME . FACT NAME ` ---1_--- --2-- --3-- --4-- --5-7 --6-- ---7---- ---8---- --9-- ---10---^ 1> OVERHNG1 3.8 3 .25 1 .75 NONE 0 0 NONE 2> OVERHNG2 4 10 .42 1 .15 NONE- 0 ^ 0 NONE 3> `INDIRECT 0 0 , 0 .2 ` .2 NONE ' 0 0 NONE 4> OVERHNG3 4 9. .42 1 175 NONE .0 0 NONE 5> OVERHNG4 4 8 .42 1 ' .75 NONE 0 0 NONE 6> OVERHNG5 4 4.5 .25 1 .75 NONE 0 '0 NONE - 0 OVERHNG6 4 10 .08 1 - 75 NONE 00 ` NONE / 8> OVERHNG7` 3 3 .25 1 .75 / NONE 0 0 ' NONE 9> OVERHNG8 4 25. 1.� .75 NONE 0 0 NONE . MASS DATA ~ #> NUMBER OF MASSES (10 maximum) .....��....�........ 0 ' O N Page 4 ` MICROPAS 2.0 File-OLI^GER.~Weather-CZ11 Program -FORMAT '> > > . . Run-AINGER NEW HOME Project-OLINGER RESIDENCE Dat&05/13/88 ' ^ ^� ` SYSTEMS DATA ' ' ` . ^ ENERGY COSTS ^ , . 1> FUEL COST (dollars/therm) .....~....,�..^'.�`....^^^ 0 25'ELECTRICITY COST (dollars/kWh) ........... � �.� ............. . 07 . . . . HEATING SYSTEMS ' ' ^ ' ' #> NUMBER OF HEATING SYSTEMS ............'.......... 1 ' NAME HEATING SEASONAL HEATI 'G DUCT SIZING: .FUEL EFF OR CAPACITY LnSSDUCT ! NAME ' COP (Btu/hr) FRACTIONLOCATION . ---1_--- �--2---- ---3---- ----4-�--^---5---- -�---6----- ` ` 1> HEATPUMP ELECTRIC -3.'0 UNLIMITED 0 ATTIC , . . COOLING SYSTEMS ' ' #> NUMBER OF . . . #> COOLING SYSTEMS ......,................ ' .1 NAME SEASONAL COOLING LATENT DUCT , SIZING:' SIZING: EER I CAPACITY LOAD GAIN , LATENT DUCT (Btu/Wh) (Btu/hr) FRACTION FRACTION LOAD LOCATION "--1---- ---2---- ----3---- ' 7--4---- ---5---- � ---6---- -----7----- 1> HEATPUMP 9,0 UNLIMITED . 0.2 ATTIC VENTILATION SYSTEMS . ^ . #> NUMBER OF VENTILATION SYSTEMS ....^........,�'.'.. 1 ' NAME FAN FAN. TEMP INLET OUTLET HIGH INLET STACK WIND FLOW POWER 'DIFF AREA AREA DIFF AZIMUTH EFFIC- EFFIC- ' (cfm) (W/cfm) (F) (sqft) (sqft) (ft) '(dbg) IENCY IENCY ---i---- --2-- ---3--- --4-- --50-- --6--- --7-- --9--- --10-- 1> NATURAL 0 0 ^ 0 36.6 36.6 8 -33 1.0 1.0 . THERMOSTAT SYSTEMS . #> NUMBER OF � THERMOSTAT SYSTEMS ^ ..................... 2 ^ NAME HEATING COOLING VENTING HEATING COOLING VENTING HOURLY ' TEMP TEMP TEMP ;.SETBACK 'ETBACK SETBACK SCHEDULE (F) -(F) (F). . TEMP(F) TEMP(F) TEMP(F) NAME ` _.... ..... 10--- --- 2------- 2-24--- ---5--- ---6--- ---7--- ---8---- 0 HEATCNST 65 '80 80 . 0 0 0 NONE 2>, COOLCNST 65 80 65 '`. ` 0 « ^ 0 NONE ' SCHEDU(E DATA � NUMBER OF HOURLYSCHEDULES (18 maximum) ^....�.... 1 . ' . . . Paqe 5 `MICROPAS'2.0. < < f File_OLI^GER^ Weather-CZ11' Program -FORMAT > > > Ryn'-OLINGERNEW HOME Proj6ct-OLINGER RESIDENCE Date -05/1088 HOURLY SCHEDULE 'INTERNAL' ' 1> NAME (INTERNAL,SETBACK,etc) � ` .........,....,....... INTERNAL ^ 2> HEAT IN MO�F (ON,OFF, AUTO, OPEN, CLOSED,VP�BACK,f�action) ' 1. D. 624 2. 0.022 / 3. .0,021 4. 0.021 . 5. 0.021. ^ 6Z 0.026 } ^ '7. ' V.038 8.` 0.059, 9. 0.056 10. 0.060 ° 11. 0.059 12. 0.046 ' 13, 0.045 ~ 14. 0.030 15.70.028 � � 16.;0.031 ' 17. 0.057 1b. 0.064 ^ 19.4.064 20. 0.052` ' 21. 0.050 22. 0^055 23. 0.044 � '' 24. 0.027 3> COOLING MODE (ON,OFF,AUTO,OPEN,CLOSED,UP,BACK,fraction) ' 1 ` .�� 0 024 2 ` . . 0 022 3, 02 0. 1 4.� 0.021 ` 5. ` ` ' 0.021^' 6. 0.026 7. 0o038 S. ' 0.059 K. 0.056 ' 10. 0.060 . . 11. 0.059' ' ` 12. 0.046 i3. 0.045 . . 14. 0.V30 45,.0'028 16:`0:031` 17. 0.057 ^ '18. ' 0.064 ' ^ � 19d0.064 20. 0.052 21 , 0,050 22.� ` 0.05 � 23.� 01044 . . 24. 0x027 ' ~ `^ ' . ^ . . ' . ' . . , . . . . . . . . ' . . ^ , ' . . ' ` . , , .. .. . . ~ .. ` . . ' PROPOSED CONSTRUCTION ASSEMBLY AVERAGE U -VALUE (Computer Shhulation) ©��t�GER RESibtIJ�� ©F)oVI t.l l✓, , GWO* a" CAL,CT�G N location documentation author Sketch of Construction Assembly Framing Sine " a .(L' Framing Sosd++q o.e CZ 11 climate son• 5111 dew RESIDENTIAL Form 3C . May. 9/e31 Enforcement Agency Use Only building permit number chocked by data List of Construction Components R•Value ow section batwsen Naming members) of Components ,.A,5pRAG-( GHIOGL65 0,44- 3.12." pt,�U� ��'� Q. 4ATTI C A19 SPS C/6 ' 1, 00 s. �-30 �I,AIJKI✓T ItJ�JL. 30.00 7. 8. Inside Surface Air Film (9•17 DAe Table 2. Performance Values) 8. Outside Surface Air Film �• 3$ Nae Table 2. Performance Values) v►.0 onR 33. Total Thermal Resistance (R T 1 C3 Floor V601 -61P ,, �yy�� A (Arne, R- VAUJE) X (F- tom)/ sum or the above 0r Wall V6Ntt/1P17 n6 � = (. (0 �( ��• 1 � = � l.0q- l� Ceiling/Roof AVERAGE U VALUE OF ASSEMBLY It Wdl. check the ,piprapriete waphr:' I • 00 -r 31. 6qA = ©' 0 0�1 Btu/(hr. • h= • OF) Q lass then 25 Ib/tt+ Framing R T from E3 2s to 4o wtts Factor aboN We this LWaLe far Code carparison 0 greater than 40 Ib/f a (v ijre* 4-rnc. go E� Sketch of Construction Assembly Framing Sine " a .(L' Framing Sosd++q o.e CZ 11 climate son• 5111 dew RESIDENTIAL Form 3C . May. 9/e31 Enforcement Agency Use Only building permit number chocked by data List of Construction Components R•Value ow section batwsen Naming members) of Components ,.A,5pRAG-( GHIOGL65 0,44- 3.12." pt,�U� ��'� Q. 4ATTI C A19 SPS C/6 ' 1, 00 s. �-30 �I,AIJKI✓T ItJ�JL. 30.00 7. 8. Inside Surface Air Film (9•17 DAe Table 2. Performance Values) 8. Outside Surface Air Film �• 3$ Nae Table 2. Performance Values) v►.0 onR 33. Total Thermal Resistance (R T 1 C3 Floor V601 -61P ,, �yy�� A (Arne, R- VAUJE) X (F- tom)/ sum or the above 0r Wall V6Ntt/1P17 n6 � = (. (0 �( ��• 1 � = � l.0q- l� Ceiling/Roof AVERAGE U VALUE OF ASSEMBLY It Wdl. check the ,piprapriete waphr:' I • 00 -r 31. 6qA = ©' 0 0�1 Btu/(hr. • h= • OF) Q lass then 25 Ib/tt+ Framing R T from E3 2s to 4o wtts Factor aboN We this LWaLe far Code carparison 0 greater than 40 Ib/f a (v ijre* 4-rnc. go PROPOSED CONSTRUCTION ASSEMBLY AVERAGE U -VALUE (Computer Simulation) -- 0900 u,e'7 '' Climate sane -- 6AWr(5c! t 0!oloct )muton documantat+on author date RESIDENTIAL Form 3C tR.r. 9/83) voorc.mem.^p•ncv use pnh building permit number check ff tri data List of Construction Components R -Value "Or owtion °otw..n framing members) of Components 3. �4z �ypG(jM bv- 0,45 .%7RvL,6n ut WRSLrucvon AS"mwy - 6. Framing 540,! L. 7. Frornetg Spaa?ng L(O" oc. S. Inslde Surface Air Film (Use Table 2. Pw1cm once Values) ®. w 8. Outside Surface Air Film QVC ease Table 2. Pwlwmance Values) ChMA an.: Total Thermal Resistance (R T) ❑�/. Floor sum d the above Ud Wall O Coiling/Roof AVERAGE U VALUE OF ASSEMBLY N WeN. chock the aippropriata wtiQhC ��. 1,05 T �.�= 0•�9 (y lea than 25 Ib/M Btu/(hr. • h2.OF) Framing R T ham ❑ 25 to 40 MOP Factor s0or� Use this U-Vaks for Code 00 Peiso I ❑ greater than 40 Ib/k' rLdAuut r°UjPtu,a rtJA U-,3 ;LUJAI�.1� PROPOSED CONSTRUCTION ASSEMBLY. AVERAGEU-VALUE (Computes Shnu/ailon) OLW G69 ReS10EI)C6 C17111 ogow L,l,e7'Zr RESIDENTIAL Form 3C alW4. 9/831 ti,..rm•ment wgenq, use building Permit numtter ii �tiT'T . °roIea .location 5 86 ChOdLed by documentation author det 'dne aaaun or construction Assembly Framing sin !L- a �(L' Framing Swung o t: Chect One: C3 Floor ' iWall ❑ Ceiling/Roof AF WeN. cheek the &AwWiare weigh': Iets than 25 Ib/ht ❑ 25 to 40 Ib/hs ❑ greeter than 40 Ib/h3 �L�At-(-)(BGu).4u 1' List of Construction Components R -Value p°"e`t-a; betwetn Naming membws) of Components*. 1. 1/Z ©, �5 2 13V• D, 510 r� & Inside Surface Air Film D��S (Use Table 2, Parlortnartce Values) 8. Outside Surface Air Film DAe Table 2, Performance Values) Total Thermal Resistance (R T' I SUM or ih• above AVERAGE U VALUE OF ASSEMBLY 1.05 T al, of 0.050 ��. Btu/(hr. • h= • °F) Framing R T from Faaor aeon UN this LWakie for Code aonperison SI�A�ED-So�4R �tF�. 19 PROPOSED CONSTRUCTION ASSEMBLY AVERAGE U -VALUE (Computer Simulation) ©�I �C�R R�S��ENCE CZI duns. sono,, RESIDENTIAL Form 3C otwf. stied cnro►cemeni ^9wic r vse Vnry buil0ing permit numbs cliocked a documantation w hor�dtat�- ate ' List of Construction Components R•Value III« erection bnwaen Naming members) Of Components *M=n OT construction Assembly Framing Site a a PL�u►Q Framing Spad4— o.c ChwA once: LY Floor ❑ Wall ❑ Ceiling/Roof N WN/, cheek the appropriate wei¢ht ❑- less than 25 lb/ft- 25 to 40 lb/ht 0 greater than 40 MOP �.0 APA D 1.0 3 3: R'� F31,��11�T I oe • l 1, 00 4. Ll R Akj LOS FA Com. (P.00 S. 6. 7. g. Inside Surface Air Film 0.11 OAe Table 2, Performance Values) 0.3� 8. Outside Surface Air Film Qba Table 2. Perfommme Values) Q a0`1 Total Thermal Resistance (R T 1 U sum of the above . AVERAGE U VALUE OF ASSEMBLY 0= Btu/(hr. a ht a OF) Framing RT from Faeta above Ul8 ft W/akA ft7r Cb* w Pilli9on (>=L-0091) r-LWP 0J/CARP6r n/P.12 ALi)I a,-bA(I� . PROPOSED CONSTRUCTION ASSEMBLY. AVERAGE U -VALUE (Computer Sdmul.1tion) We climate mn. C l.G�fEC.N project location 15111 X38 docunmantation author date aicetcn OT construction Assembly Framing Size _ • a Framing Spaang�" dc, CMcs am: 2( Floor ❑ Wall ❑ Ceiling/Roof 0 WNI, check the dwooriate weight.- C3 eight: ❑ lass than 25 Ib/ftt ❑ 25 to 40 Ib/h3 ❑ greeter than 40 Ib/hs RESIDENTIAL Form 3C m«. a/e:l1 List of Construction Components R -Value too► o•ction brtvn*n framing memb•rsl of Components ,. V1TI lf.... 0,05 z pLyo, 9. 140 Q �J I 3. fes—(( ��f't��'�/� �f`�� 11-00 4.69kU3LSPAC6 (D, D0 "tj 8. Inside Surface Air Film 0.11 (Use Table 2. Perfomwnce Values) 0.38 8. Outside Surface Air Film Wse Table 2, Performance Values) Total Thermal Resistance (R T 1 I q' (Po SUM of tfte above AVERAGE U VALUE OF ASSEMBLY �� Btu/(hr.. h2 • °F) Framing a T from Factor abovw Use INS LWalle for Code aarrparison I (FLIoo�a) Fux�2 u�/v��Y� �/c��w��PAcE PROPOSED CONSTRUCTION ASSEMBLY AVERAGE U -VALUE (Computer SllrnulRtlon) project location documentation author dot. I ipprteu:n oT i-onsiructlon Assembly Framing Site _:x Framing Svadn o.c Chad ons: Floor O Wall ❑ Ceiling/Roof N W&H. check the 4wrowiste weight: ❑ less than 25 Ib/ft° ❑ 25 to 40 lb/fts ❑ greater than 40 Ib/hJ RESIDENTIAL Form 3C oft - 9/83) List of Construction Components R -Value tlor nation b.tween tra wv me"*ersl of Components Z � pL,�w� . 1,40 3.9-11 13L -,A O eT I OGUl,. 11.00 6. * Inside Surface Air Film 0,'7 -7 - Me Table 2. PWomwme Values) * Outside Surface Air Film 38 Me Table 2. Performance Values) Total Thermal Resistance (R T) sum d the some AVERAGE U VALUE OF ASSEMBLY p. =P Btu/(hr. • h= • °F) Framing AT from Factor abc;W UN t4 LH/aiue fOr Coda C�T9a1 �FLOr�R�) FLOOR uJ/CARPET n/ GARAGE " PROPOSED CONSTRUCTION ASSEMBLY AVERAGE. U -VALUE (Computer Simulation) /rir%n ► I11 1 � '•1�A'_ � _ dMl•te tiOne documentation author dati RESIDENTIAL Form* 3C trm•n: Ment "of" use building permit number Chocked bw ate a List of Construction Components R -Value oar'etti°n between framing member') of Components anctun OT Lo.nstructlon Assembly Framing sit♦ s -7?(Iy Ni Framing spade a.o. C WA oma: Floor ❑ WaII ❑ Ceiling/Roof a wan, cheat the appropriele weight.- 0 eight:❑ I•ee than 25 Ib/hl ❑ 25 to 40 Ib/hl' ❑, greater than 40 lb/ht VIOL. T(Le 2 �' G, Pc.Yu�v, 1 4-o 3.9-11 IVIS l I. o0 4.5/d' G UM W- 7. a Inside Surface Air Film 077 07 VAw Table 2. Pwlomw c• Values) e. Outside Surface'Air Film (Use_Table 2. ftidontume Valdes) Total Thermal Resistance IR T) sum of the above AVERAGE U VALUE OF ASSEMBLY 1,21 : 14-.1v=. .• ,Stu/(hr. • h= • °F) Framing AT from Factor. about Use ft U-Vaka for C,O is OOITperi9on J , ��IJ�AT.e.S�Ol1-CE-RTiFL��ATIQN- • � • • Number and Street City County Subdivision , let Number DESCR,IPTION OF INSTALLATION ROOF Material Brand Name Thickness (inches) Thermal Resistance IR Value); ; EXTERIOR WALL Material Brand Name Thickness (inches) Thermal, Resistance (R Value) ' CEILING Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R Value).. Loose Fill Type Brand Name Contractors minimum installed weight per square foot b. Minimum thickness In. r . Manufacturers installed weight per.square loot to acheive Thermal Resistance CR Value) FLOOR,ELEVATED Material. Brand Name Thickness (inches) Thermal Resistance (R Value) FLOOR, SLAB Material Brand Name Thickness (inches) Thermal Resistance,(R Value) Width (inches) FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R.Value) DECLARATION I hereby certify that the above insulation was installed.in the building at the above location in conformance with the current regulations setting Energy Conservation Standards for new residential buildings (located in Title 24 of the California Administrative Code). , General Contractor (Builder) License Number. Signature and Title Date Sub -Contractor (Insulation Applicator) License Numtxr" Signature and'Tltie Date RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Own (� (` „v�e,r Climate Zone l Permit No. f nCpC1 -TV Floor -A-rea �1< -7 / Compliance path:' Package ❑ A .[3B ❑ C" ❑ Po int System,. ❑ Budget Other M MIN *, R-VALUE DESCRIPTION REQ'D , INSTALLED ITEMS (1) INSULATION: Roof/Ceiling (Z 3d ' Wall R J �i ❑ Slab Floor Perimeter, ❑ Raised Floor (2) INFILTRATION: 11 (A) A vapor barrier is required in climate zones, 1, 14 &'16. / I� (B) All manufactured windows and •sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. [� (C) All swinging doors and windows leading to unconditioned areas" ' shall be fully weatherstripped. Tight - the above standard .features plus: ❑ (D) Continuous infiltration barrier [� (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple / Total Bldg 3 7,3 ��✓ S� L9' North /63 G,•3 �L . East er .11 ;L / South (e.s a • !�¢ West ®/ ❑ jig. Skylights (B) Shading " Shading Coefficient Description C East 66 South t�V West , 66 • ❑ Skylights.. ®� (C) South Overhang Length of projection ft. Description ❑ (D) Moveable insulation: Area ftZ Description (E) Thermal mass ❑ Type Area Ft.2 HC= R= MC= Location ' ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.7 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type _ - Area Ft. HCm R= MC= Location 7/83 - .. ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING VENTILATING' AIR CONDITIONING SYSTEM (A)".Heating Central Gas Furnace (brand and model number) SE. • Btu/hr (heating capacity) Heat Pump ' ` (brand and model number). ACOP, Btu/hr (heating capacity at 47°F,) Active Solar type (liquid or air) Collector brand.and ft2 model number solar fraction collector area .collector ,orientation collector tilt rated y -intercept rated,slope ❑ Other (describe) *1 (B) Cooling .. . y ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr .(cooling capacity at 950F).• Electric,, Heat Pump EER Btu/hr (cooling capacity'at 95°F) Other W o a& <,-,+0 = (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps._ ❑ (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired ' fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting ` air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All tranIsverse duct, plenum, and fitting.joints shall be sealed with pressdre sensitive tape or mastic'to prevent air.loss and shall be insulated to conform to ,the provisions of Section,1005 of the UMC, 1976 Edition. 7/83 2 A FO K I (6) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons .(tank size) ® *2 Active Solar (collector brand and model number) ` (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand.and model -number) (collector area) (collector orientation) (collector tilt) E3Location of Solar Panels other �3 (B) TANK INSULATION. Storage type water heaters and storage,and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam'condi:tioned space shall be insulated witha minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the, building envelope shall be ingulated in accordance with T20 -1408(d). (� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets As outlined in the new appliance efficiency standards and shall .•be•certified to the Energy Commission. (7) LIGHTING (A) Lamps used.in.luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature°, elevation 4-'-6-i13 ', heating load, -776 BTU elevation factory x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature /°, cooling load j 7• ZETU (USE ONLY AS A SIZINGGUIDE, COOLING Y BE INADEQUATE) * Submit T.I.P.S.E. chart or other approved system to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83SIGNATURE OF B ILD G DESIGNER OR APPLICANT 3- NOT COMPA-ED `NITH ORIGINAL DOCUMENT. Return,to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT REGGRED ZUTt COTY FOR RESIDENTIAL DEVELOPMENT OF RU I�al„ �ti�ORDz. Section 26-8.1 of the Butte County Code requires this acknowledgement iQ be recorded prior to issuance of a building permit. 88-11441 1381. APR 2 :32 The property described herein is adjacent to land or.included within an area zoned for agricultural purposes, and residents of this CANT A-GE.4 property may be'subject to inconveniences or discomfort aris.ing,fromi-.y the _use of agricultural -chemicals, including, but not limited to herbicides., pestic�es, and fertilizers; and from the pursuit of agricultural operations including, but not. limited. to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise,. and odor. Butte County has -established agricultural zones which have as a priority us.e 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: ' . . . � � T � e�� /lig► �� ,, � Date: April 12, 1989 - hard -E. 988 a 1 PROPERTY OWNERS: onme znger ®®ma®®®®et3t o®nss®mega ©®m® State of CaZifornia ) On this 'the 12th day of ApriZ , 19 88, before SS. me, the undersigned Notary Public, personally appeared County of ,.Butte ) ***Richard L-. 'OZinge'r and Connie J. • OZinger* Ll Personally known to me. 1'X Proved to' me on the basis a of satisfactory evidence. WMA J. DUNK. ( ) ( ) ' subscribed to ® to be the person s whose name s are b iFa y NOTARY PUBLIC -CALIFORNIA ' ® the within instrument and acknowledged that they r c BOO County a My Commission Expires March 30,19900 executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. NdUry, Public Present A.P. No. C09 —U3- 19 RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX &,MISC. ONLY) Bldg. Permit , #�%, OWNER A.P. # GENERAL Z ng requirements: (sideyards and number of permit,ted.living units). aluation. , 3. lans signed by designer: Energy Design and Compliance. Existing violations on property. PLOT PLAN - C lete parcel size -and dimensions. ; Setbacks, sideyards, easements, etc'. Other buildings or structures. 4. ing,.fills, drainage. Flood hazard. Special conditions on creation map or compliance document. ' FLOOR' PLAN Com l.ete to scale plan with dimensions. Re u red windows for light and ventilation (Sec.'. 1205). squired windows for second exit (Sec. 1204).. ylights (Chapter 34 & Sec. 5207). uman impact glass (Sec. 5406). ��G.F.C.I.'s Required room sizes, ceiling heights (Sec. 1207.). in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. .Ise-ILocations of water heater, eating and.- cooling equipment, ther electrical or-gas ipment, and plumbing fix Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). ' �F-ireplace and wood .stove location. r Smoke detectors (Sec. 1210)., + STRUCTURAL DETAILS 1 Foundation plan comple.te'enough-:to construct building. T-23Yoo r:construction-details complete enough-.to construct building. evations and wa]l construction details complete enough to construct building. of construction details complete enough to construct building. ace construction details and calcs.if necessary: fficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT.FOR �xposure I plywood on exposed locations and overhangs. airway detailsi ,landings, rise and run, head clearance, handrails (Sec.-3306). details (Sec:' 1711 & 3306(j)).+ Brick or stone veneer (Chapter, 30). terior plaster - weep screeds (Sec..4706). Proper roof pitch for roof covering (Chapter 32). ?�7�>.Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Garage door or porch header sizes. Adequate bracing. �iving area over garage - complete 1 -hour separation `required on garage side including supporting walls and posts, etc. exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). j/a�Wood stoves, clearances, alcoves & 1 -hour shafts. Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. 18 Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. 4--�l t� ale rA I ozi /a ij i �s s 121, a 6 0 r,� J � s arc _ &e %-. �Mlt y27- 3��Z 7/85 4�X decl el a 111-7 --- --------- /Vo le- 1,5 S- p ct C -d) . lr�I/VS, Iga Leos cn v i e p 0 f C 1,2 I -11-C 71-11 71 V Porro S �o ��,�� — lG •. S� /+? S co r�Z COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO(.' ( 7 County Center Drive - Oroville, California 95965 - Telephone: 916/536 APPLICATION AND PERMIT ARRCEL NUMBE ZO NG BUILDING PERMIT TELEPHONE SQ FT. O C. BUILDING VALUATION &OWER'SL NG A ORES �' 1 TOR; -ti -NA E ,�{^TELEPHONE ''�. 6 I0,C)TOR' A LING ADDRESS Fireplace AL I SSG C;_12 6ab CONSTRUCTION LENDER UNKNOWN Total Valuation $ -_41 - Filing Fee . $ 10,00 If; -_41 -LENDER'S MAILING ADDRESS Permit Fee p0_ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee O Energy Plan Checking Feed $ S 1 ARCHITECT OR ENGINEER'S MAILING .ADDRESS Penalty $ BUILDING ADDRESS Permit fee —,7'S tE PLUMBING PERMIT Filing Fee 10.00 Each Trap I 2.00 L . Solar or heat pump water heater 20.00_ LOT NO. SUBDtVI ON NAME PApC,EL j.•tA (.//n I/(!w (/�1_ Water piping 5.00 �L1 Each qas water heater or vent 5.00 c" USE OF STRUCTURE SF[k Duplex❑ Mobilehome❑ Other \\ SPECIFY Gas piping system 1 - 5 outlets 5.00C,— Building sewer 5.00 Mobile Home S G W .00 ea t TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Descr be wor Permit Fee $ Contractor _ ELECTRICAL PERMIT Filing Fee 10.00 Main service 610V OR LESS 100 AMP OR LESS 00 /n� 10. 0. ,1 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare un er penalty of perjury (check one): 2--i'am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and y license is in full fofse an d effect. � License No. ZO Classification El 1, 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWE• 1Er UP. S` OR ADONS. ( ACC, DG'S J 2�ZQ$q ft NEw corlsTR ULTi OUI LET NON-RE51D BRANCH CIRCUITS) 2.50 ea POWER APPARATUS o (SINGLE OUTLET c1R. Ex. OCCUp(ou TLETS OR FIXTURES ze®sae BALM 30T Ex. Occup. our ETS PRESIOCR )EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T!.hLp permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department PI -T- Certificate of Workmen's Compensation Insurance or a Certificate of Consent to -Self -Insure. ❑ 1 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating "Ke �✓; Cooling Hood _ 3.00 1 Ventilation •t Permit Fee $� , (, Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte'against all liabilities, judgments, costs, and expenses which may in any way accrue against ss•d Coyr)ty in cons _q_ ce of the granting of this permit. l : r� X ��.i��/ Date �/I� - Signature of Applicant — Owner ❑ Contractor ❑ Agent 0_� An OSHA permit is reyuired for excavations over 5'0" deep and demob ion or onstruct- ion of structures over 3 stories in height. a re Mobile Home Installation Fee $ Energy Inspection Fee /00 TOTAL PERMIT FEE - occuP. - cox ST.Tvvt j� c oo� FLOOD •P A. C o o, �'� '� J_ _ I 5 vt This permit is hereby issued under -ions of the Butte County Code andlor work indicated above for which DIRECTOR OF PUBLIC IBy-- the applicable provi- resolutions to do fees have been paid. WORKS Date,.------ Receipt No. r —t �r 7C% t, r OWNER'S.NAME: L01�G PERMIT #: 1,00— When approved, process as follows: Mail to owner II (Address Mail to contractor LA . P. (Name and Address) Call and hold for pickup at _ Deliver with next inspection. ice C��f fcN- \ 6,1 lob, RECEI�— Pee .Rewire q9F 10 1�(-)©C !C -ATE' OF C! 4'"!'i''L. fir'>•f�IC L'SII�=NT =',i_ rpt 2 CF i'i 'C.)eCt: Tita a......... , HOLLY GAfDE JS Date...... •• .. 06/2a/88 MICROPAS3 v3.0 File-HG1820S2 Weather -CT -11 Program -FORM CF -1R User# -MPO( --66 User-BRUNO AND HAWKING, Run -PLAN 1820 SOUTH ASSUMED HVAC'SYSTEMS Assumed DuctDuct Assumed System Efficiency LocatJ.on R-vah.!e; Gas 0.72 SE ;Attic R-2.1 AIR CONDITIONER 10.00 SEER Attic R-2.1 ACTUAL_ HVAC SYSTEMS Actual Output Actual System Efficiency (Btuh) Heating Cooling C:oolina Coil Manufacturer and Model # (or approved ecpxa.l) CEC MaXimum OL!tptJt for Gas Central Furnaces: 75637Btr_!h WATER HEATING SYSTEM" -- "'� JOB: •15841 - THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS9 SUSKITTED BY TRUSS MFR. .TOP CHORD 2X6 FIR-LARCH 02 TC X-LOC L-R: 0.29 6.72 12.10 16-96 26.00 34.31 42.61 C7 BOY CHORD 2X4 FIR-LARCH #1 51:71 WEBS 2X4 FIR-LARCH STANDARD SC X-LOC L-A: 0.29 6.72 11.96 17.79 23.62 32.72 11.82 N ---..__.-•-----'------'--- - 51.71' ;0 i SINGLE CUT VES •-TC.:il :2 ENDS11r3 v L Cc COMMECTOR PLATES MUST BE INSTALLED IN ACCORDANCE VITH (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. REQUIREMENTS OF I.C.8.0. RESEARCH REPORT (2949. (A)1X1i3 HEM-FIR OR BETTE!! CONTINUOUS-CATERAI BRACINS TO �aE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING- �o ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TOA! w TOP TO BOTTOM. EXCEPT WHEN LOCATED SY CIRCLE OR DIMENSION. SUI_ TABLE-SUPPORT SY ERECTION-CONTRACTOR-. SEE-..DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' SHIN ALL SUPPORTS TO SOLID REARING. NOTE: SPECIAL HANDLING CARE' SHOULD 'BE TAKEN 0•UR1NG S}i1PP1N6 ND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS'ARE TO BE LOCATED AT APPROXIMATELY BEARING LOCATIONS MUST BE MARKED-ON TRUSS BY TRESS FABRICATOR 1/4 OF PANEL'LEN6TH FROM PANEL POINT ;WITHIN-12'1 AND TO INSURE PROPER ERECTION. SHOULD NOT OCCUR-1" PANELS NEXT TO A PANEL POINT SPLICE. TOP CHORD SHALL' BE LATERALLY BRACED WITH PROPERLY CONNECTED CONCE*TRATEO LOAD LOCATIONS MUST BE MARKED ON TRUSS PURLINS SPACED AT A MAXIMUM OF 24' O.C. BY.TRUSS FABRICATOR TO.INSURE PROPER ERECTION. 'orl Note: 2X4-$3x. regii ed. ttac w/4-1 d mils. racing i not re c= Note: Plates are designed with a duration factor of _92. ;�72- O.C. na�c_ required_ Attach w/?-16d nails_ gracing is twt red `if a rigid cei2iog is attached directly to bottom chord. Bracing •G_, material to be supplied and attached at both ends. to a suitable support (1) Rev, 7/20/88 - M Qs�oved by erection contractor. - uplift aoomecti 7XG. This truss is �eslgned`to sitPPort adclltlomal 3X5_ X oad{si' 5X6 ' caber 4Xs 1.5X4 ems. 1 � 3X5 - I 12 • 7X6 3.00 � � - CRl � 3x4 - � 3X4 cc11 X w 22 CL, 1.00 1 1.OD L2�i7 4X6. 4i�G `) W _ 1.5X4 3X5 - ,_ 7X8 �O . Q 36" 0.R - 0.1 _ 28.-2-12 3b'° O.H. 8:-a -0-0 OVER 3 SWPOR m R-39G1 V- 3-SO' R- ;s.g-_s.sD• I _ - (D"TE TYPE--RLPINE SEON--205553 Ft7RNM- A COPY OF THIS DESIGN TD ERECTION CONTRACTOR sEr-ta:x a .3:SflSOU _ to 1=7 0 0 C= 0 0 'o. RPaE a rlanrrs, ttc. truss S stnutaE oQaeE awu• E)ESIGN CRIT ' REF- - - ka MPORTANT** wxL ;rw w mwarete,E no' etr WFIRNING a twtnttw, elmim - aw 0 0 0 om nm � sreatuwas w carr wwwwfor Fran elRctlesff 'gel-r6-. emcm ram tstnSEs: TC LL 2f } . Q PS'E OFfiE 7/ yawl ar< oar Ia[usE m strnn ttE rretsa s ameanw[e Cmeaaal Ro riarrmt: sEE J '0 0 o v E-TiattlT gram tw>s - a rpt. IifaE CBMECwiS Iwts alstw wa asocualt; +aTeCltl revs TC OL IO.0 PSF OR11G ORU9t427 BO190003Z) v o 0 0.VOLOM10"- Hien m Q%M �10aQaD SIEK_UNLESS @OR SCIW. . %MRJMS 00dAnSE �.,lac sN�sl, str:�ue mtaelENrs m tsars astvc v+oE s_ slow, row aaro srsu � ur[�sac.T � ' 8C iIL TUI 10_ 0 PSF CR-El�G S � o CMKCRM R SM Fnct5 ar ERM pL:r WO LiI:E aS stns rMWeILv anamm sumo stemrttc• 'TOT.LD. q0.0 PSF WALEN. 52-U -0 w TIMM& YIaa6 R E'l' IoatraL tttESS @9*111I SE stalls_ swumgwmlnin Raw nFlum oe aalztre r TAS O Srwows cw�alsl WIN sRloaE rmtrctmm w as 16P""D oa aE3[iN. aoscreg nos = MR. FAC 1-25 0 Pitch: I/ 0 0 0 .Q O ..ra6 stn MI wcn. ucucm Utrd Ft@E fiartmw TGERI p [raliEA_ I►r -tales acre rrtsrtmrE, rm - srcran •a[sro+ sr stFlS7lltsttl Fes rom aa6tslu rrar SPWING 2q.0- TYPE SKC- - ,JOB. '15831 THIS DUG. PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIO*S) SU MITTED BY TRUSS MFR. ORTE 07/14/88 TOP CHORD 2X6 FIR -LARCH •2 r TC X -LOC L -R: 8.29 B.S4 16.28 23.46 31.71 n BOT CHORD 2X4 FIR -LARCH 41 5.0 PSF CA -EK M S WEBS 2X4, FIR -LARCH $TANDARD BC X -LOG L -R: 8.29 8.54 16.88 23.46 31.71 t�l3 OUR.FRC. 1.25 PITCH 3.0/12 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB s-BC13 ;2 ENDS1115 1 TYPE COMN-- • REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. v (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. CO ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND pp TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED SEE DRAWING 138 FOR `PLATE LOCATIONS ON TYPICAL JOINTS.- PORLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. - ..- -....- - --...._.. O C3 L n il SXS 36". O.H. O :f= O C� o O C O C C C_=3 / 16=a-0 '1 1E-0-0 R __ '3a u- 3.50- --RLPINE SEON--205551 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ca : ca,•-�.: iR9PORTAMTRiE' E+m`8e � st�Fo fw' VRRNING u n oLurr, rum- �lE� . C d OEVLRrmw F9JT' I ws-- SPECtriamoon GY R(T OEV VIrEOR FRIA ORRCIIG.SEE 'WF-JS'.dMXlW, NOW CROSSES: 4 o Q IHCS DSIGs OR ftf' FRCLRRE to BUCID THE rmiss I4 COKORIrou COPT mat RCO RECMr0Wnrtm_u CT - SEE kN�VITO F,E 'fWkJIT DMCRM M"FL- &( TPI- RPLIE CEMICIORS IH1S OESLGI FTAi FWATCOWL SPECIIL PMM- (ME ISNCFFL:TmEs FROM 20 "CE GRLMtZED SIEEl a"SS KXf ORC34; RMU16`fOIFS. (KESS DIMERVISE. OFW.2j[SE SA301, frEjf(IS REWER£NEWS, Of MON AIM GRACE R. SHMM, TBP CIORO91ALL BE LAfFFOiir OWMa Rt WPLI C.: ;:IC•TS TO 60bI WES RT EFCA AII:: PIO LOCATE M R(1H PIGPE3.r IfIRCWO RTA( 0 SHLREHpm, So -CNA. 6=FRI.H, fIDIMS H?_ V LIMIOL LTG:Ea OTIIERVISE SHOPa•. BDlfrn GW'j#CIO AIGEO QI_la(<Q4 smitt Iy UESIGF SIAMNIROS CONF" VIIH PPPLI61BLL AWISIOIS OF RS SPECLF(0 O+ Mira. go NW tf6E THIS E= C= o t=• C•TPI bf:T1 O , smv rr-4 =ffiE Rami 7F:lr -TPI - TW1.:; P,.A:E 14S'i ILnl, OCC - WRIEDIRL •JESIGH S!rC1rfCOT1C" FOP V(M COWICA:TCLFI . 9�Y1B8 36" 0.H. R-1100# 1100 11- 3.50' REV 13_2.A SCFLE -J0.25OWO CCFM PUTT r 101- m DCc*' U11 11 1 _ TC LL 20.0 PSF ORTE 07/14/88 TC OL 10.0 PSF ORVGCP8f5Rw asiss0D¢ SC OL (U) 5.0 PSF CA -EK M S TOT.LO. 35.0 PSF 0/R LEN. 32-0-0 OUR.FRC. 1.25 PITCH 3.0/12 SPACING 24.0' 1 TYPE COMN-- JOB: 15227 THIS DWG. PREPARED FROM COMPUTER INPUT {LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH #1 TC 'X -LOC 'L -R: 91.25 6.54 12.00 17.46 23.71 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 81.29 6.54 12.60 17.46 23.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *-BC:3 ;2 ENDS:1,5 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. D PLATE TYPE--RLPINE SEON--205547 FURNISH R COPY OF THIS .DESIGN TO ERECTION CONTRACTOR REV L3.2.9 SME • 0.2900 C_—_ o CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND ORTE 07/14/88 7 =' o o Q TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL, POINT [WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (B) Tbis'area of truss to support 24" top chord outlookers. (C) Refer to draring 3,027,999 for gable fill detail and requried bracing. 3X4 5X12 12 3.00 3X8 1.5X3 6X10 (A)IX4 *3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE[ PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. (B) 11-0-0 4XT- (C) 12 3.00 4X to 1.5X3 CONT2MIODS .BPtLYO 1 D 36" O.H.- _ 12 -0 -fl ( 11-6-8 s 1,- OVER SUPPORTS - AS SHOFR,T---- — G R•11359 W 3.50 - D PLATE TYPE--RLPINE SEON--205547 FURNISH R COPY OF THIS .DESIGN TO ERECTION CONTRACTOR REV L3.2.9 SME • 0.2900 C_—_ o c o o ALPINE fMS11L£riEil PNouF rs, IK:. **IMPDRTRNT**- �. eE AESPOGIBLEFaa Feff. IUMES i -WIRE EII4fME ORAE WARNING IM HAMLM. MZFEDM AM-• OESIGN CRIT REI - - ORTE 07/14/88 7 =' o o Q OErLMTICN FROR THESE SPE1CIFx31Pzn; oa FHT aEMIIDM FROM M1Csr3.W-9Rr-n',LeaactNc rood MUSSES: E TC LL 20.0 PSF O O -� O o C� I= O CM O o C= fl THIS OESFOM M FIR FAktA'' W BUILO FW TR11BS IN CO ORTWE ATH FE VOL.ITT C?ITA[•L RAMAL- BY TPI. MODE C&MEMM ARE W-rK9RCTLRZ0 FN(n 20 GR,6E ULV NIZED SIEiL OLE% 10TAMM COWNTRRI Awl RiCMIENONT(04S••IPI(. SEE THIS O_M(N Fait FWTTIQN(; SPECUI f0j0- MEN( BANGING RECIAREaNTS. umw .Ev GHi"JA -.. TC OL 10. 0 PSF c ORYG CRUSR42? 88185035 h Ate^ M rw NTS � �CD t7 BE: OL CU) 55 . O PSF CR -ENG i VI 7 p LP1 » SRONN, LECTINS ftOUIREFE009 OF ABTA U OCAM R. SWHN. TOP Mara Swu BE LATERALLY IF 4r DIA LEN. 32-0-0 p Q RF:•_T UANFi ;615 Ib NOrn TALES RT ER:.r..GIMI FOO LIME RS YI1H PaJPE4r MTFRCKW I f.= SICFLMING, • • TUT.LD. 35. O PSF p TRUSS C= a14JN BcF!(.aL /IOI:i: AaC V N.A :bl:i WE-- OTREWISC SKYR_ OLSICU SIPoa:M CWUft TI1F1•. WftjCFBE PROFIS(ONS OF 40JM 4, : VI FH fi-AM CEL' 11IL Qr 6mtz RS 'POC(FICD iN OESIEM. 0000F LIGE M(S ♦ O(R.FRC, C 1.25 PITCH - 3.0/12 C O _ , •7:1 ;�; ::.7.:I -m ":?: A.7I(4r,(mT 879: n1EA 1U13�R. tdt'P - . :SPACING 24.0' COMN -- ••4F1'• F9LSSP-_atf INVIrFRF., � I" - WII(0mF_ 6F5X*9, -ECVIDITFEn:60.1-*OW4xw:Twc(raN - _G • .. •• � TYPE JOB. 15,9 THIS DUG. PREPARED FROM COMPUTER INPUT (LOADS SO,IMENSIONS)SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH 02 TC X -LOC L -R: 0.29 6.54 1-2.06,17.46 23.71 � 801' CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR `LARCH STANDARD SC X -LOC L -R: 8.29 8.36 15.64 23.71 UCS CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB #-TC11r4 rQ f1l REOUIREMENTS OF I.C.B.O.. RESEARCH REPORT #2949, v ' (UJ BOTTOM CHORD CHECKED FOR 1$ PSF LIVE LOAD. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND � TOP TO BOTTOM, EXCEPT WHEN LOCATED' BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED '-- SEE DRAWING 138 FOR "PLATE LOCATIONS -OR TYPICAL JOINTS.* PURLINS SPACED AT A MAXIMUM OF 24. O.C. to . .....---- 1— - --..__... ..._...... - -- C3 i-. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92. t SX4 2X6. 1.SX3 '�` 1.SX3 L2 12 300l ©3.00 2XB- 3X4 3X4 3X4 36" 0.H. 12-0-0 12-0-0 36" 0. H. - —2 -0-0 OVER .2 SUPPORTS R -9201t V- 3.50-. R-82019 V- 3.50' PLATE TYPE --ALPINE SEQN--205515 FURNISH A COPY OF THIS OESEGN TO ERECTION CONTRACTOR REv 13.2.9 , o.zslo *.*IMPORTANT** s��M 6E EESPCkusuE nR ma WRRNING'l OF*U}JW'RLERECTCGIV mo DESIGN CRIT REF -- o o o n O C7QU GMA11LM V1104 WSE s.'ECumArtoAG m fill OYtwmw FR01 emcisO.SEE wt -is-, mosc(NC WOOD fNRSSES= �4� TC LL 20. 0 PSFJPITCH DATE 7/ C o M15 OEsIGt OR RNY rRLLURE to Eu(LD Tic rfazs IN cowcwmpoix roIIrDIrrAT RM REEMKI�ORr(016- U-11 . SEE C7• O Ails 7.E `Arfi_tff UNIJUL MODAL' in IN. 141 -PIKE C' MECTOR; fins CES(CU FUR wo(r(O/FL SPEC(RL KIM- TC OL 10.0 PSFORwG Q3WR427 8B19S03a C.� C r+(E M1�uAOfereAEO FOUR 20 rilUCE GPLTR'i(?E0 STE 1_ uKESS LENT ORrL1W. gEuULREnEm1S. UICM OIREWSEgC OL (U1 rJ. fl PSFCR-ENGy OINER91SE iNgM, (IEE Tfii RECUMEREWS W Kill W.6 CRS R. SHUN. TOP Q14M 9 iLL 8E LA(ERA-Lf BRPLEO t•' . OU— ._r:CCAE101s ro air. FfrZiS 6: (:Li _0IMT A13 ULRIC Gd YETI PROIc1df d(TOXOM 6tCiilco SKA(NIR;, • • TOT. LD. 35, 0 PSF0/A LEN. 2E{ -O-0 Q 00116_ dEFOILL Y(0r15 ME V- SCAIhtr. bN.£SS UhLR4(iE SMA. C0flOr1 CH2130 41M RIG1G OE(LING (LR OERICIA t aE:iGN srF"imis COIQORO YLTR MiLttRRLE PRWISIGhS OF RS 'SPECEf(ED a DESIGN. OO Nor USE INIS Eao�& (]LR. FAC, 1 . 2S 31. 0/ 1 2 - fftz c:,r. I^I fTrl - rEcIC1 R(rr, FIFE P.-rn jrw morin LWIXR. C=3 d oa ♦--!Pl - (Ass PLATE romlituf, , %In - $Arlif`NL uCsirM $nfclf lchf I)4 FOR sWu roust ki Erp SPRCING 24.0TYPE COMM - - OB: '.--5829 THIS DVG. PREPARED FROM COMPUTER INPUT {LOADS b DIMENSIONS) SUBMITTED BY TRUSS HFR. TOP CHORD 2XB FIR -LARCH SS, EXCEPT AS SHOWN BOT CHORD 2X6 FIR -LARCH SS WEBS 2X4 FIR -LARCH STANDARD :T1 -2X6 FIR -LARCH *2 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF.I.C.B.O. RESEARCH REPORT. *2949.. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT Ails TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92. Special handling care should be taken during shipping and erection oI trusses. See "Yarning" note below. (B) This area of truss to support 24" top chord outlookers. (C) Refer to drawing 3,027,999 for gable fill detail and required bracing. 7X6 4x8 TC 'X -LOC *L -RF 8.29 6.SB 11.25 15.85 28.75 25.58 31.71 n SC X -LOC L -Rt $.29 6.50 11.25 15.78 28.75 25.58 31.71 U) SINGLE CUT WEB *-BCiS ;2 ENDS -.1,3,7.9 N v CAMBER 3/8' AT MIDSPAN-BETWEEN BEARINGS. v0 (A))X4 *3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO C3 BE EQUALLY SPACED. ATTACH WITH (21 8d NAILS. BRACING O MATERIAL TO BE SUPPLIED AID ATTACHED AT BOTH ENDS TO A . SUITABLE SUPPORT BY £RECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. 36-0-0 (B) x.13.00 . 3X 10 (c) 3X6. 3X i O CONTINUOUS BEARING 1G=0-0 ' 52-0-0 OVER SUPPORTS AS SHOWN R -L5730 9- 3.50' SEOH--205549 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.2.9 ILK%E EXu.EiCED PRXLCIS, IIS_ FR1I,S;ES acwtvi. Extam EASE DESIGN CRIT R*IMPDRTRNT-v* s.FtL Nur a_ WSrwsmEFOR w, WARNING iv 1". L%J•G ERXrM FWO E SCPLC- - 0.12W DE►Io'134 FRW TWSE SPECFrtC4FKv4S OR .`PTT GEPIRT(ON FRIA THIS 0_5(71 Ok 1§IT FRtL74E IC WILO THE Tq)"S tM CDFFORTH%CE a?Ix T,E Mfft!FT CO4TR)_ ngwL- eT TPI. ftPllE COomm7cas AE W"ORCfUtEO W..11 20 GRAE GRLIWZEO STEEL LPLESS 4nEDr1SC SNSYM, WFUG REOUTNERWS OF.FISFH AWK CJft(E R. npkv., 4G0.FCTm.: TO.vnK PRCfs Rj vrA otwr fm UICRTE RS 9OW11- hS{. iFRiV! 4WH WE 4' -%(ALA L L*AiS OTNEWISE SH)/N. OESISR STfMfB)'a CW00 (FITH WPL!CF&I PRD(IS!O%S OF hGS Fri --;'[ :-, I - . SOCING.SEE *SIT 46'. (d%IC(RG NOM nWSSCS: CO1VtFgU4T RMI REOf17E.,CRT IONS •_FPII_ SEE FHFS DEsicm Fpm Famt(OFAL sPMIFL fFgVv LM DEISE NENI 9Rx:(ws REOOEWWAIS. UMMf St"V. TOP CHM "-k SE LRIERFLLT ERKEO vltH PTIOPEILT st w0cO PLum SFFAtam, 7*WG1 CHORD R(TN RIGID CEILING, OR H11FCijC .0 S.PECIFIm ON OWN. DO PO LGE THIS :i �. i; 1. 1'U.E ed'1'.a 6.�! 14i RIFE) L04"_ � T ' ._TC -MSG 311b ._ - •:. �- ; ' � Cm* _.._ 36" 0. R. DATE _ ORWG crosmv 881sB001 CA-FNG SY A& -0 D/R LEN. 52-T-0 OUR. FOC. 1.25 PITCH: 3/12 SPACING 24.0 TYPE SPEC - - .. -7Pr - `RIS`. P:RIE V.11IFJ1- . $CS - Ii111041L r75'.L-ti 1EC(f!Cf.!I:II FF/? Nwr, c1wsINLCItOH 20 PLPT-E TYPE--ALPINEE '- L� q C7 V J (=7 C=5 (=a C= o 4 C= h C=T o 0 0 :C= I a O . o TRUSSO C � � �wv� C= O CJ L. C=) L� 7X6 4x8 TC 'X -LOC *L -RF 8.29 6.SB 11.25 15.85 28.75 25.58 31.71 n SC X -LOC L -Rt $.29 6.50 11.25 15.78 28.75 25.58 31.71 U) SINGLE CUT WEB *-BCiS ;2 ENDS -.1,3,7.9 N v CAMBER 3/8' AT MIDSPAN-BETWEEN BEARINGS. v0 (A))X4 *3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO C3 BE EQUALLY SPACED. ATTACH WITH (21 8d NAILS. BRACING O MATERIAL TO BE SUPPLIED AID ATTACHED AT BOTH ENDS TO A . SUITABLE SUPPORT BY £RECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. 36-0-0 (B) x.13.00 . 3X 10 (c) 3X6. 3X i O CONTINUOUS BEARING 1G=0-0 ' 52-0-0 OVER SUPPORTS AS SHOWN R -L5730 9- 3.50' SEOH--205549 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.2.9 ILK%E EXu.EiCED PRXLCIS, IIS_ FR1I,S;ES acwtvi. Extam EASE DESIGN CRIT R*IMPDRTRNT-v* s.FtL Nur a_ WSrwsmEFOR w, WARNING iv 1". L%J•G ERXrM FWO E SCPLC- - 0.12W DE►Io'134 FRW TWSE SPECFrtC4FKv4S OR .`PTT GEPIRT(ON FRIA THIS 0_5(71 Ok 1§IT FRtL74E IC WILO THE Tq)"S tM CDFFORTH%CE a?Ix T,E Mfft!FT CO4TR)_ ngwL- eT TPI. ftPllE COomm7cas AE W"ORCfUtEO W..11 20 GRAE GRLIWZEO STEEL LPLESS 4nEDr1SC SNSYM, WFUG REOUTNERWS OF.FISFH AWK CJft(E R. npkv., 4G0.FCTm.: TO.vnK PRCfs Rj vrA otwr fm UICRTE RS 9OW11- hS{. iFRiV! 4WH WE 4' -%(ALA L L*AiS OTNEWISE SH)/N. OESISR STfMfB)'a CW00 (FITH WPL!CF&I PRD(IS!O%S OF hGS Fri --;'[ :-, I - . SOCING.SEE *SIT 46'. (d%IC(RG NOM nWSSCS: CO1VtFgU4T RMI REOf17E.,CRT IONS •_FPII_ SEE FHFS DEsicm Fpm Famt(OFAL sPMIFL fFgVv LM DEISE NENI 9Rx:(ws REOOEWWAIS. UMMf St"V. TOP CHM "-k SE LRIERFLLT ERKEO vltH PTIOPEILT st w0cO PLum SFFAtam, 7*WG1 CHORD R(TN RIGID CEILING, OR H11FCijC .0 S.PECIFIm ON OWN. DO PO LGE THIS :i �. i; 1. 1'U.E ed'1'.a 6.�! 14i RIFE) L04"_ � T ' ._TC -MSG 311b ._ - •:. �- ; ' � Cm* _.._ TC LL 20. O PSF OL 1 10.O.PSF 8C. DL EVJ S�.0 PSF TOT -.-LD. 35. 0 PSF DATE _ ORWG crosmv 881sB001 CA-FNG SY A& -0 D/R LEN. 52-T-0 OUR. FOC. 1.25 PITCH: 3/12 SPACING 24.0 TYPE SPEC - - .. -7Pr - `RIS`. P:RIE V.11IFJ1- . $CS - Ii111041L r75'.L-ti 1EC(f!Cf.!I:II FF/? Nwr, c1wsINLCItOH J0f6:.,,.1 =_942 mommumom TOP CHORD 2X5 FIR -LARCH a2 TC X -LOC L' -Rs P1.29 7.71 SOT CHORD 2X4 F'IR - LARCH ♦1 . WEBS 2X4 FIR -LARCH STANDARD SC X -LOC L -R: E.29 7.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB ♦-2 ENDStl 2949 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS Ef DIMENSIONS) SUBM.TTED BY TRUSS MFR. REOU1REMENTS Of I.C.B.O. RESEARCH REPORT ' ALL TOP CHORD SPLICES OCCURRING BETWEEN ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY AND TOP TO 6OTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. 1/4 OF PANEL LENGTH FROM PANEL NEXT POINT (WITHIN 12.) TO A PANEL POINT SPLICE. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- SHOULD NOT OCCUR IN PANELS - TOVCHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT.A MAXIMUM OF 24' O.C. NOTE: PLATES ARE DESIGN�D..uITH:.A :Dt1RATI0N. •FAC:TO.R...QF 92 'o Qo 0 0 - > , z=0000C=I wlflRf�f 1N "DLINLr ERECTION AND BRACM—SEE _w1-f6_,u1rfK(w. WlC tT10SSES C0l"mi Rt AND REOOTLIENORT[ONS--IPIr. SEC MIS OESII:N WA ADOIT1ONL SPEWL PERM- NEXT BRRCW- REWIRE"IS. UNLESS OTII:RM[SE SNTJN. NOP CITED SHALL 4E LRTEjRRI•F ORACEO VIA PROPERLY nF1AL1ED FLYRmO SHCRTHLC. B(11T(ri rD PITO RIC19 (EILUG OR ORALCNG fs5 SPECIFIED ON OES1:N. EI: WIT OSE THIS c"TCR R[1H FIs_ Rf_TRIORK MEMO L[e61E _ .. PSF tt' TC OE 10.YRYG �a�l TC LL 2LOP - RC Dt 5.0 TOT. LO. 3 . Cwt +' CUR. FRC. 1.25 SPRCING " DATE C o (= C=3G PITCH TYPE C�C� [�CC=o 'o Qo 0 0 1.5Xq 12 ' 3.00 J 2X4 ' 2X4 36"O: H.' 6 -070 OYER 2 SUPPORTS R•26oit M— 3.50' R-2604 9- 3.50- SE4N--205555 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTUR REV 0.2.9 a -PINE SQUEEWD ftyxit:TS. INC. zNc 7k�ES 0EU1W EYTfaE CFW RESIGN CRIT Joe 1E*It1{PORTSP RN I ** > L NOT BE REDVSf&E rl'R ANY OEIIA110m FYM THESE SMIF(CAF[ONS LC RR OEVIATM FROM THIS OLSICN OR FOff FAELBdf It GUILD INETRUSS m CORF-O rwF- HITH TtE-EOILflf CONTROL T6Td1�L- OF TPI. A[PINE COMECTORS ARE nj*LWFCTIAEO FROM 20 OaTCE (W-VMIZEO STEEL UNLESS DTREFHISE %&M, r&ET(NS REffi1jERE FTS OF ALTO AVV6 QVM A. HPPLC CUH(ECFORS TO 88TH FACES AT CAC4 .Clot AND LCCAIE AS StROIu_ Grp I, %IORHS AtE V' FFAINFL RrF.[% OFTERYISE StOetK. OESEGR St"Fen CONFORM RS'N FPPR.WULE PRW15(aRS OF -MOS, AND off-[ (PCTI . wlflRf�f 1N "DLINLr ERECTION AND BRACM—SEE _w1-f6_,u1rfK(w. WlC tT10SSES C0l"mi Rt AND REOOTLIENORT[ONS--IPIr. SEC MIS OESII:N WA ADOIT1ONL SPEWL PERM- NEXT BRRCW- REWIRE"IS. UNLESS OTII:RM[SE SNTJN. NOP CITED SHALL 4E LRTEjRRI•F ORACEO VIA PROPERLY nF1AL1ED FLYRmO SHCRTHLC. B(11T(ri rD PITO RIC19 (EILUG OR ORALCNG fs5 SPECIFIED ON OES1:N. EI: WIT OSE THIS c"TCR R[1H FIs_ Rf_TRIORK MEMO L[e61E _ .. PSF tt' TC OE 10.YRYG �a�l TC LL 2LOP - RC Dt 5.0 TOT. LO. 3 . Cwt +' CUR. FRC. 1.25 SPRCING " DATE C mm CA -ENG 0/R LEN: PITCH TYPE ..•TPI - TRUSS PLATE [WFIIUFE. NNIS - wito RL OESId+ SPEs:TFICnim fw4 NOOO COIrSTA4t" Pfd 3-0 0/12 JOB: 15841 THIS DUG. PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH 02 BOT CHORD 2X4 FIR -LARCH s'1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE VITH REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949.' ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED 'BY CIRCLE OR DIMENSION. SEE -..DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' NOTE_ SPECIAL HANDLING CARE' SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW - REARING LOCATIONS MUST BE MARKED_OH TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. TOP CHORDISHALL'BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. Note: 2X4 431,Nem•-fir or better oantimmm Lateral .bottom chord brac @72- O.C_ sik_ required. Attach a'/?, -16d nails_ Bracing is not requling 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_ This'truss ist'Aesigned -to support additional concentrated oad(s) where sbwn. . 3X5 7XG . 3X4 ' TC X -LOC L -R: 8.29 6.72 12.10 18.96 26.00 34.31 42.61 51:71 BC X -LOC L-A:- 8_29 •6.72 11.96 17.79 23.62 32-72 41_82 51.71 - SINGLE CUT WEB •-TC.:il ;2 ENDSal.3 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. (A)1X4 83 "EM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EGUALLY SPACED. ATTACH WITH (2) Bd-NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A .SUITABLE SUPPORT BY ERECTION CONTRACTOR. SHIM ALL, SUPPORTS TO SOLID BEARING. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN .PANEL POINTS'ARE TO 8£ LOCATED AT APPROXIMATELY 1/4 OF PANEL -LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR -1" PANELS NEXT TO A PANEL POINT SPLICE. CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS BY.TRUSS FABRICATOR TO,INSURE PROPER- ERECTION. Note: Plates are designed vitt a duration factor of .92. tl) Rev, 7/20/88 - M (lamed uplift connection Date) . 7X6. - SXG ' 4XG 1.5X4 • X13. (H). X _ w 12 Az qX74XG. 9XG 7X8 W .5X4 3X5 a 36" O. - p ZB.-2-12 " 26: -0 26-0-0 v 11 -11-8 1 1l -6-0' o• -0=0 OVER 3 SUPPORT' m R-39Sa 4- 3_SO' R-30551 W- 3.SD- - ,mPLATE TYPE--RLPINE SEON--205553 FtRNM A COPY OF THIS DESIGN TO ERECTION CONTRACTOR afv.�z.e "GE aCt:kIM) — — n C= r 1�3 v CD OD [D 07 CJ O W • 3E4 36" O.H. SORE - D-1=: 0 0 0 o a o. Rf IKRi TAAtiNv stru ;a�.iE + mai arr iart�s Ea,pE omrer OW DESIGN CRIT ' REF- K4Z7 - -3411 YARNING nr NaioNE e W 111rr wa► TC LL 20.0 PSE DATE 7/ N 0 0 0 o mrarmr :agrarrtars a atr oeruelrr wmrr area�c s>£ artr �'. �m lsevs: nos UUM arc MY ra[uaE m SM.0 AE TRM a: t�iTarra[E cmBrrem Tia►1�rElO1r101G+lI:: SEF • J '0 0 0 o vitN uE Te•irrt Cvtraz rwant- a rn1. 4raE gY6toiS -aas ta3ror wN N�1umn SlBC1R rewr- � TC OL IO . U PSF Oiilrf' 0 BOL'J60a3 � o 0 0 o Lir rru•acn•mo . Mn m wg aRweau sem. w.E� tea aaic:ac emroal�srs. ua� aoaarlg o o ISE Sao=, KOM 9=1�Fla$ OF FOR twit �E a. aai, W aero gat. of LWEANltr OWEN � BC OL � 10.0 PSF CA-f�G �! +b 0 o i Ca0rEMRS R GM "IMS ar ERCII DMT WO toouE as ■1a PWPaaT arena" OLMM Slarrall:f„ . • TOT.LD. '40.0 PSF 0/R LEN. 52'-C -0 t= M o . aEYinG rcaYS NNE a- ratlMYi_ t�:FSS a 9OYY_ O:M am riiM MID MILL: as a 01& jIQ1.7�7 srwmes ao►fu� Taer u�WI E eisraras ar as vErrFrm oN aEsur. IN IM dW aaS �- �- MR.FFC 1.25 0 o O O .Q C=3 00 .:►I GICrl . uESta rI7H F1NE fnFt0W ,""Tw 1taaEH. 14 .- r•r - raraS P1AIIE 1416111rurE OW - 00MIL.QSrot sraCIF:rnrmt Farr mm C0W5R rrOc SPFCING-- 24.0- ITYPE SPFC- - r L J'JB: 1831 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 20.0 PSF TOP CHORD 2X6 FIR -LARCH 02 TC'X-LOC L -R: 8.29 B.S4 16.80 23.46 31.71 n BOT CHORD 2X4 FIR -LARCH sl 8C OL (U) 5.0 PSF WEBS 2X4, FIR -LARCH STANDARD BC X -LOG L -R: 0.29 8.54 16.80 23.46 31.71 t�f3 0/A LEN. 32-0-0 DUR.FRC. 1.25 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB i-BCT3 :2 ENDS:1,5 24.0' REQUIREMENTS OF I.C. B.O. RESEARCH REPORT 12949. N � (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND E) TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED '- SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92. - o N BU77riz C'OUN TY DEPAR1�[WEN, A PPR 5x5 36". 0. H. 16-0-0 i IE -0-0 RL -41 4 u- 3:50- 2-0-0 OVER 2 SUPPORTS --RLPINE SEEON--205551 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR I IrIPQRTAIITiE 'A A E72GLNLfico FWAAC.15.-I": IKLW.E', REW(U EAlfd30 "f- •�� ** %, ft' 4/111 Se (IESmCULE-FUR AIR .ORNING to iiismim. Earif((al- C' C=3' MINIM Fl4n 1141_ SPECIFIEAtTONS 09 MT OE innaR FAVI IRACIr6.SEE wF-)6-, BRALIUL 9000 TANISSES: O O IRIS DESIGN OR ftf tRlLORE TO W(LO THE fK= 1N CWoRrRSCE CD900292 ENO RECDlr%A Af[M- IpfI . SEE O CJ WITH THE "000 AT2 Da"RL fYA1Xt- Of TPr. RP16C ECOINFCTORS THIS DESIGN FW FDrAT(OWL SPECIAL PER1R- INQ O WIE 1rNCFrL;fUNEO FRO) ZO UIJGE GRLYAMILEA 51fF1 J.2LE55 rUlf RRR�'IN: REOU[Rr-rENfS. 11Lf55 OJT�RYISE Iii O OTW.UtSC S-4304 nitf(NS REftrIRERMS Of FGTfl AV* rA%M R. SHAK TOP CHM SHALL Oc IArpLLT 00CEO I (-- A -PLT Q;'W.;.,CIS 10 PATP MC41S AT EFCN J01u: w LACATE as R(tH Paipc -T 6TVtI>C0 PLT SIERIHRJG, Q ;nGtiM. STFRIH. 1101: A?_ C- NOnI2TL LVASS OTNEHV(sE SHION. ealtm 6CR?,ftla RIGla Wl AftC 1� DESIGN SIF%lfaS CMFjW Yl TH WPLJCARLE movisI01S of OD N1? Let Mrs ..&:s'11r, -TPF bcrl a("c� T(" -•sc fiCT • r C=3 o 0 0. c I4611107. ocls - NHT(02RL DESIGN S-EOlIcAl ION FOR WY)D CoksfRxf(p+ 36" O.H. R-11004 W 3.50' �V s HEY L3.2.9 SCRE . 0.25M M roTT 710r, Occ _ _ r TC LL 20.0 PSF DATE 07/14/89 TC DL 10.0 PSF DRWG CPr<ISRl427 8819600 8C OL (U) 5.0 PSF CA-aG S TOT. LO. 35.0 PSF 0/A LEN. 32-0-0 DUR.FRC. 1.25 PITCH 3.0/12 SPACING 24.0' 1 TYPE COMM-- l 7 l JO,R: 158.27 THIS DUG.. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)• SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR—LARCH *1 TC X—LOC L—R: 8.29 6.54 12.00 17.46,23.71 BOT CHORD 2X4 FIR—LARCH #1 WEBS 2X4 FIR—LARCH STANDARD BC X—LOC L—R: 8.29 6.54 12.88 17.46 23.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *—BC:3 ;2 ENDS:1,5 REOUIREAENTS OF I.C.B.O. RESEARCH REPORT #2949. R-11359 Y- 3.50' >� _ CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TYPE--RLPINE SEON--2DS547 F(RNISH R COPY OF THIS .DESIGN TO ERECTION CONTRRCTOR TOP TO BOTTOM. EXCEPT WHEN LOCATED B -Y CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL, POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (B) Tbfs area of truss to support 24" top _chord outlooRers. (C) Refer to drawing 3,027,999 for gable fill detail and requried bracing. 3X8 3X4 5X12 3.00 C� 3F, 1.5X3 6-X 10 (A'YIX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TOI rL--•.B;E EOUALLY SPACEQ. ATTACH WITH (2) 8d NAILS. BRACING' MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO (A SUI TABLE-SUP-P-OR-T—B-Y—ER-ECT ION-CON-T-RACTOR . --- TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24. O.L. NOTEI PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. Su�� (B) lI-0-0 1JUILDING DSpAerd., 4X7 - (C) 12 s.00 yx LO 1.5X3 CONTINUOos ,8p*m r D 36^ O.H.. 12-0-4 I 11-6—s • 1.. 1-32-0-0 OVER SUPPORTS AS SHOW R-11359 Y- 3.50' >� _ D PARTE D TYPE--RLPINE SEON--2DS547 F(RNISH R COPY OF THIS .DESIGN TO ERECTION CONTRRCTOR REY 13.2.9 Q � c � � KP[NEENIN **IMP0RT11NT** FOR `tip7 'S S aIWIRE EXTREHE CARL RRNING 141 "IX EReMUS MDnf�OErIRIICH DESIGN CRIT REf DATE 7/C] HO SHLL XEN!OE Revow IOLE W. FROR THESE SPESIFTCRIPM Ot FFR RYIAF[ON FRM -4r, OR.CW-SEE '9Y F-lE'-, tBRRCtNL GM TRUSSES= TC LL 20.0 PSF CZ) C7 C= o THIS DES!O4 OR FW FRIe1XtE W OUILO TKE TMAS IN COWORTRILE iPl. CDM1IEMIRRT AWJ Rif OMENORt(OHSrIPIH. SEEDO FOR iElllrwls>L SPECIRL PEr3Id•TC OL 10. 0 PSF DRYG CRUSR427[� 0 0 Ali„ fE vorLfii Z71A:iCl FIFrRml' a 1::PieE coNRFcuws IHIs IF_S(W cR-£NGMSa�•_T Lm C� O ARZ HtiFIkNCIIRW V*m 20 GRUGE CFLYRNIZED SIEEL W"SS KNI BRRC/MC REWIMAENIS. UNLESS UNUM . HC OL CU) 5.0 PSF -PI0 Or.R:RYISE SOMM: FECTMG REOUIREIEHr9 OF FSrA A446 akar( R. S,UYH. TOP CHORD SWA.L SIE LAIMLLY aR IXG .Co D/A LEN. 3S o.,wR.BiFlt Cw:i-Lion 14 UOrr: rrtES Hi EfW: �GIAf FSO L(Y1TE RS aL nDl;l Fii ax:iwi u.LEs mREF�ESE sHryR. SUNiRROS CLFORR litm WPLICR8LE PRMIRONS DF YnH Pu.�Ewr arrRcx(c str,uuu sL�Iu(e�, aoumi.a:c ><IrH R:acc`r lrs�QLR_FF . 00 Nor IIB( MES �Or • TOT.LO. 35. PSF 1.2S PITCH 3lUICH L� '� Q- ;ii::.7. :I"H ": 2. f:',fi?"�iNf YarRIEL LUlI�l1. cult..SPRCING p�,1 /� 24.D' p� y�OC� TYPE COII. - •. -iF1 I4LS5 PC ATE m-mr!RF.. • NIX • Z(Odt_ (jFs%# •SFfC(FtCHI.Ea: RUT, ball CC%MQLCIION : •. - `• �_ _..__-^�'---•►s..,�..�c ._. __-_- ._ter--- ..- _ T_- -- -- -.—•_._.___--_—_---_"---' JOB:�IE•825 THIS DWG. PREPARED FROM COMPUTER INPUT•(LOAD"a & DIMENSIONS) SUBMITTED BY TRUSS MFR. 0. H. TOP CHORD 2X6 FIR -LARCH #2 TC X -LOC L -R: 0.29 6.54 12.09 17.46 23.71 � 80T CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIRILARCH STANDARD SC X -LOC L -R: 8.29 8.36 15.64 23.71 cn PLATE TYPE --ALPINE CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *-TC:1,4 111 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ♦2949. *.*IMPORTANT** �f:a cF�a (" GEVIRIICN CR(M UESE SPECIF(C:lf[O+IS uB PNT 0EVIFtTI:;: F" NIS OESIG* OR tiff FRLUAE f6 suiLO ne rom IR cows twaa 7.E NUff-ti? CONTROL "Lfi' dT IPI. iiLPIME CTI�ECIM WARNING I:'sft>zIW,, MO a* ROM &MCUiG.SEE-Cff-hr,!WZfRG NOW fRUS`.ES. C0mrIENFAT Rao RECGMCtORI(M_.+pli. SEE (HIS DESIGN FOR F03MOWL SPECIflI PEWA- CRIT (U) BOTTOM CHORD CHECKE-D FOR 18 PSF LIVE LOAD. DATE 7/ ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 8B19ta G o C= G7 m TOP TO BOTTOM, EXCEPT WHEN LOCATED` BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED '- !SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- PURLINS SPACED AT A MAXIMUM OF 24. O.C. m fLn i PITCH 3. U/12 f`3 f`3 .-•!?1 - fR,USS PLATE fNStItUfC. %nS - 10FILt-01. UESION SPOAF[CN(!OV F09 'COU CMtRUCILCN 'NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 9.42. TYPE COMN - - � sxq _12 \- 2XB- 36" 0. H. 12-0-0 12-0-0 2y Q-0 OVER .2 SUPPORTS �� 36" O.H.. R -820s V- 3.50- . R -6M V- 3.50' PLATE TYPE --ALPINE SEON--205545 FURNISH A COPY OF THIS 13ESEGN TO ERECTION CONTRACTOR Inv +>.z.9 sotE�-o.zsn o o v o C= OQUI *.*IMPORTANT** �f:a cF�a (" GEVIRIICN CR(M UESE SPECIF(C:lf[O+IS uB PNT 0EVIFtTI:;: F" NIS OESIG* OR tiff FRLUAE f6 suiLO ne rom IR cows twaa 7.E NUff-ti? CONTROL "Lfi' dT IPI. iiLPIME CTI�ECIM WARNING I:'sft>zIW,, MO a* ROM &MCUiG.SEE-Cff-hr,!WZfRG NOW fRUS`.ES. C0mrIENFAT Rao RECGMCtORI(M_.+pli. SEE (HIS DESIGN FOR F03MOWL SPECIflI PEWA- CRIT REF -- LL 20.0 PSF tllITR OL 10.!10 PSF DATE 7/ ORVG CRWR427 8B19ta G o C= G7 C� Q C7 O FNE fr#a►ACIuRC0 FROM 20 GMCE CB MAUED Sip- upiLESS M SAMN. MH tff4 0EGUMCRENIS 0% RG(R fNLa CRAM R. (0 00fe FR.'eS R. MA Alrf wa l7CRIF. fS :.oHI. ifsrrvuWJ�L Y[Ofz oR g- %CMir" fL too �TICRY('E SIgB. DESIGN SffPtIR�16i _C*6pRB lf[TR RVl [CARE Plllhf[SJOkS FaL ,'^1 f`[tf . 2� ICRP (LBII W gEUflLf&aEN15. LO T. OfNEwfSE�� WiN. 70► Cwm < 7LL BE IAFERKLI BAR=fCUt4ECUjRS YcW PqG%tilt d(IAAEG%lf:Uffo SfER(NIN;, f0f+on lfl?70 f[ry Rlcu r[00 K 00 NOf fSf 011i n<.!C! r.[r.- ilPf rt�tn:gF>vr f11ER(QI Ltlimp. �+� •� • ate • [00IGN �U� .LO S.A PSF 350 PSF JJ o5M CR -ENG (�OTHEIp OSA LEN. 24_0-0 .FRC. ZS PITCH 3. U/12 f`3 f`3 .-•!?1 - fR,USS PLATE fNStItUfC. %nS - 10FILt-01. UESION SPOAF[CN(!OV F09 'COU CMtRUCILCN SPACING 24. 0" TYPE COMN - - JOB: 15329 THIS DUG-. PREPARED FROM.COMPUTER INPUT (LOADS & DIMENSIONS)' SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH SS',' EXCEPT AS SHOWN TC X -LOC L -R= 5.29 6.58 11.25 15.85 28.75 25.58 31.71 BOT CHORD 2X6 FIR -LARCH SS WEBS 2X4 FIR -LARCH STANDARD SC X -LOC L-Ri 0.29 6.58 11.25 15.78 28.75 25.58 31.71 :T1 -2X6 FIR -LARCH #2 CONNECTOR PLATES MUST BE -INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF.I.C.B.O. RESEARCH REPORT. *2949.. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92. Spatial handling care should be taken during shipping and erection Itrusses. See "warning" note Delon. (BI This area of truss to support_24"top chord outlookers. (C)'Re'fer to drawing 3,027,999 for gable fill detail and rPmi rorl&dGSII$. 36" 0. H. PLPTE TYPE--fILPIKE 0 0 T=3 r= C=ATR� C=3oO O O C, y_ O O 4X8 SINGLE CUT WEB Q-SC:5 ;2 ENDS:1.3.7,9 CAMBER 318' AT MIDSPAN•BETWEEN BEARINGS. 7X4 w3 HEM=FIROR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (21 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. -0-0 (B) ' %l 3X i 0 (C) IG=O-0 15-8-8 I 52=0=0 OVER SUPPORTS AS SHOfiPi ._ - R-15734 Y- 3.50' j SEON--205549 FURNISH R COPY OF THIS OESI(V TO ERECTION CONTRACTOR REIT Isa.9 PLK%E OF -SIGN CRIT *jIMPDRTQNTf stFct rur x rasPv9�sI9 E Fon F.7 Sif�RiYINC Ip snsau+c, ERECr[ON rLra DERP11711 FROM INESE SPECUINIIONS OR W. OEYIRMN FROM ORiCNG-SEE 'DIr•TS'.Ie FLING NOW rRLLSSES- TC LL 20. a PSF' THIS O_MN Ok r§K FRIL"i TC WILD THE TRUSS. IN COIFORMAE C&M-41AVT TND RECO'1C.'KRT IONS--TPII. SEE ;'I,r T,c mm! I, COkTR)_ rni11IL' eT rPI. F PINE cu4NLLTLRs rRls cesm Foe NotTIOWL SPECIAL PErOI;.- s TC OL ' / 10. Q.PSF W MVsLFRCTIFEO FrrA 20 r•RUGE GRLlWaZEO STEEL ULISS VENT SI .[W RM(W-4?HS. ULESS OrNERMISE •RIN,fi .s 8C OL EU) S.0 PSF ArNERNISE SNC*N, rAMW,, REDARERENrS OF.FISM R•INF f.RADE R. SILY"Y. IOP CHORD SNRl SE LRTERFLLT rIR 0 RFPLT.' q(4NfCTOLS.: 70 OUTN RIDES RF IAC44 'JOINT rip Luicav as YIN PWPMY T1rglate FITNOOO �FATNTNG. - 'E• ' . � '' TOT'. -L0. 35. Q PSF SRW*. &ARi.'il. Y!iill. hoE a' Wrl_tisi LN_ESS OINEWISE SHLI". *Pian CHORD NI7N RIGID CEILING at DESEGN Sr0. INNS CWORII VTTH TFPL!CROLZ PROVIS!0NS OF OD NOT USE MES CAtt�� CUR. FOC. 1.25 •ply F\� s'p'1 ^:rt - Y_:: �• i:ln 1'[4E e�!1'w1L.Y! 14('4 TfU llulifh. .PT - moi. PIME M11-110'. N„S - 411IVG1L GrS-QN'y'ECWICWICr FCA RIA&(_prlRLtrtON - SPACING 24. Q' RO T SMES - 0.I2m E 071- /4 BB Gs CRUSRW 66/96001 0/A LEN. PITCH: TYPE Si JOB: 15B :i,2 THIS DWG.,PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS), SUBMITTED BY TRUSS MFR. TOP CHORD ?X5 FIR-LAP•CH #2 �. TCrX-LOC L -R: 9.29 7.71 C BOT CHORD 2X4 F'IR-LARCH 01 . WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 0.29 7.71 M • .rr CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB #-2'ENDStI REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. ALL TOP CHORD SPLICES OCCURRING BETWEEN � ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY POINT (WITHIN I2') AND ''- TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. 1/4 OF PANEL LENGTH FROM PANEL IN PANELS NEXT TO A PANEL POINT SPLICE. m SEE DRALIING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- SHOULD NOT OCCUR C:) --- -- -- .....---- - — --- �.. ---........ -• ._.._ ._._ TOP'CHORD SHALL BE LATERALLY BRACED UITH PROPERLY CONNECTED PURLINS SPACED AT.A MAXIMUM OF 24' O.C. NOTE: PLATES ARE OESIGNEA,.WITH•.i!l.;DtJRATION..:F.AC:TOR-OF 9.92. zi ® p�� 1.5X4cz pn9l 12 2 -5 -LS t 2X4 2X4 36"0.- x: R-2601 V- 3.50" 4^-0�DYOVER 2 Sl�'PDRTS R-zsDx Y- 3.SD' - PLRTE TYPE --ALPINE SEAN --205555 FURNISH R COPY OF•THTS DESIGN TO ERECTION CONTRRCTOR REV 0.2.9 SCFLE-D.s000 ILP(ME EIGINEE-Eli fitt"IS, IHC. 7-t-� S BEWM LxtRM Fes'. - DESIGN CRIT7?SF EF -- .n Q a � � **IMF`0RTRNT** s-aL wr ac RESPM'S(0.E FOR FwY WRRNING I� F-uDLINcr E -um Am C� a c- � C� aUlRtldl FW TT 711M SFECIFTEATFONS DR FW DEVIAUGN FROn MCI%G.SEE-wrt-rs-,(IITIRCIFK (Iron NRtISSEs: TC LL 2ATE 07/14/88 0 o T= t= THIS DESIGN OR FW FRILARE TO 6U1L0 tHE 7RIS5 IN co*v mcE cum"Ira. ATD REUMN)FITmrS•.rPu. SEE TC DL 1RAG CfiJ6R427 88196Qt}mC7 O O C= -ITN THE-OtAL(lT WMROL TR-itlL- 8T TPI. R(P1NL COWIECTURS THIS DESIGN FOR FOD(T)DIiL SPECIR- PF" - o F� ppFIRE rl eWFtT(I&O FOM 20 C410E GALY(iH(:EO STEEL UNLESS -EMT ORRCDr. RE00IFI:r"IS. URLESS Or*ft(SE uC R -ENG p (� Fa LPIN (� OFNEINISE Sh[PA, rKitNS RECU): REUTS OF F6711 FHVaa cm70E R. SN)jN, Iw GtlRO SHPLL aE LRTEAILLT THING, TOT. LD. 35 . Q FSF 0/R LEN. 6 _O -Q c> c WFLF OUNNECITIRS 70 68TH FFA RT ESG•1 X111 RN0 LEGATE RS -TM POWNLY RFITtI'JE0 FLT -Om SHERUNIHG, - O TRUSS C= SRN. K��' ifIOtHS 02C o' WAIML WASS OFHERVISE SW^ OUIFO!1 C/6t0 Y7 TR RIG19 C£IEIHG OR OIOF(CtHG �!�� DUR, FRC. 1.25 PITCH 3 . 0/ 12 T I USS DES G9 SIFWJF(dTS COF01Ut 13`H FIRKL REE FRUIlStONS OF Fi5 5PFC(i IED % UL:I`Jt. M MI WE 7H I5 r -no%FIND -TPI (PCTI . CESTUI 1(IN FIS: WFFFJ)WT IRCIIFED LWHER. SPACING 211.0_ TYPE MOND - CO C= C= , [� ..-TPI - tgf,S PLRIE (W'T(TUTL NI75 • tf F1011L OFSIf4H SPELTFKOTION rw -DUO C06Sioucill I �..___. �..- `sem..-_...�...o..n�„�: _. �._.. __�__.�....-__..--.^.--. _._--�_ w_—_..—.. •--__ _— _—_.._._. ^.'_ __.` _.— .—.-_—.. .. .... __._—..